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Home My WebLink About2910 MANAGUA PL; SFD; 84-218; Permit4US1BAL1 POINT PEN ONLY & PRESS HARD ';l:herebyatfirmthit! am'.11censdder4 .e t prow ions tot Cfa'pl'er'9(ommencing with - a' of Division 3'of'lhe Business" 1r( Code, and my license is in I ' 1'" . lull force andeffèct,".','. Il-I .'.. . .., - " Lic;No. _______________. Class I hereby affirm ,thattt aro.eoempt from, he Contra- I - tor's,hicense,Law for the following reason (Sec. 7031.5 ,.- a... - Business and Professions Code: Any city or county which re' -'-'-" quires a permit to consfruct,afrer, improve, demolish, or -I repair any, structure, prior to its issuance also requires !heap plicant for such perq it to file a. signed statement that ire is licensed pursuant to. I he provisions of the Contractors I ilk License law (Chapter-4,ommencing with Section. 7000 of Division 301 the Businessand Professions Code) or that is en'' . empt therefrom and the basis tnt the alleged evemption:nAny,\ 'I violation of Section 71 an applicant'tor apermir sub' jects the ,applicant to a'civil penalty of not more'than live hun''- - ''d'red'dotIars ($S00(.".' ''°" n'. -'"1"-- - ''s ' I . 1, as owner of the property, or my employees with wages..r.1-- * A_jas'their sole compensation, will'dn theinork. and the struc- .1 lute is fat intended or. otteted'tdr safe (Sec. 7044. Business. • , _.a ,and Professions Code: The Contractor's License Law does I not apply to an owner. ot property who builds or improves I , thereon and who does such work himself or through his own I III employees. providd'Ihal such improvements re not intond;y •f, _W , ed or ottered tor,salh:.tt, however, the building or improe,. '.1 - Z menf is sold within one year of Completion, the owner-builder I swill have the burden ot proving that he did hot build or im -prove for the purpose of sale). 0 I, as owner of the property..am.eeclasively Contracting i I , . with licensed Contractors to construct the project (Sec. 7044. Business and Professions Code: 'The Contractor's license I ,,Law does not apply loan owner of property who builds or im',. ' L proves 'thereon, and who contracts for each projects with a co 1.E ntractor(s) license pursuant to the Contractor' License o tj *Asa homeowner I am improving my home, and the follow-* 4 . ing chndilionsexist:1t.i 1' l(f 11 ' , '_ ,_'__1 The work rsnbeing'perfermed.prinr, to sale. .. '._. 2. I- have lived in my home or twelve months - prior to completion of this:work. 3''t • havenot claimed ,this exemption during 'the I O last three years. , - .p.'. .', .. -. '. Ol am, exempt under SecJa_ O". for this reason i'_ 4u-Fv••Lt -0 .1 hereby allrrm thI t have a certificate Of consent -. ( •to.!self-insure.. or'Sa kcertrircate of Workers's , Compensatron Insurance, or a certified copy thereof -. • (Sec- 3800; Labor Code). , Lif . .( '• - tf ' POLICY NO.'.,- ----; , - COMPANY - * -.O.p*' vi In 0 Copy IS filed wIth rhe:ciry. •4 ..%:,-. -Z ---- Ju,o -' - . - 0 Cerrrfred copy is hereby furnished . - rrrl.. i4iTd • ." 0 . - •CERTIFICATI OF EXEMPTION FROM ZWORKERS' COMPENSATION INSURANCE '.j ,,fl, (This section need not be completed If the permit ,.._..rs.ior. one .hundred dollars l$1001 or 1055) ,, tt'e',- r' -. - . 0 I centrty thai fl the performance of the work to, - 0 , which thrs'pen'nri 5 issued. I shalt not employ any '4 person in any manner so as to become subject, to ' ... - -. Ihe Workers'-Compensation Laws of Cali torn ra ,, t';- - L NOTICE TO APPItCANT'lI,'alter makrn3 rhrs'Cerrr. -. . hcaie of Enemprron, you should become subject to of(- 'the Workers' Compensation provisions 01 the Labor - - code. you must- forthwith 'comply with such;, (at ' prOvISofls corNs permit Shall be deemed revoked '- . . • I 0 thereby affirm that Alhere Is a construction - lending agency lb. the performance ÔI the work for whIch this'permit Is issued (Sec 3097, Civil Code) — -- --- -'---•- -•- wi Lender's Name - - "Tl • - .•, -• APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS, - - — ------------- -•-CARLSBADBUILDING'DEPARTMENT ' ' APPLICATION & PERMIT 'T:TT 11! ) . • - 1200,11 Carlsbad, California 92008.1989 (619)438-5525 L - L JOB ADDRESS - , AV. ST. RO. NEAREST CROSS ST. DATE OF APPLICATION BUSINESS LICENSE # VALUATIJ : I -' :':; LOT PERMIT NUMBEJ L,,_ --__-L-7-87 --.---- • BLOCK PAR L ' S • OIvISI'ON• ASSESSOR C NO. CONTRACTOR - - - - CONTRACTORS PHONE s ,ZO4E - OWNER'S ME R •.', • - OWNER'S PHONE' (7_ _________________ .••'. PLAN 1,0. # BLDG USE CODE ___ • 7: CONTRACTOR'S ADO ESS LICENSE NO. ----.----- OWNER'S MAILING ADDRESS \ _'--- - .-•-.---•—.---- "''- -''--' - - • • - . • DESIGNER /_cL 7C//',_k$_C4-.-- ---- — -'- - - . LICENSE in -. 'STANDARD PLAN # • ' -'-- -°'-" BUlL ING SO. FOOTAGE DESCRIPTION OF WORK -' • - - 0 -.•I_-'. . - - - - •• • . DESIGNER'S ADDRESS . , - - - . __________________ DESIGNER'S-PHONE , - ----'.-'.---- -'-•• -----t.- -, - 'I * __• _______________________ - F/P FLR ELEV, NO EDU * - -• * -- -• * •; - • f UQRIES - ' • ----• ki, j -CENSUS-T'RACTm 'GPLA No' USE' 'PA INC SPACE RES UNITS GRADING PERMIT ISSUED - __ _ REDEVELOPMENT - vOvO I1fNJ T PC 0CC LOAD FIRE SPR 1104" Not Valid Unless Machine Certified QTY. PLUMBING PERMIT - ISSUE ' • - _ I QTY, MECHANICAL PERMIT - ISSUE — SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP ' INSTALL FURN DUCTS UP TO 100,000 BTU I BUILDING PERMIT 01-00-00-8220 "J• E'Ac'IqiLpIG'SEWER ' -'- '- — - • ..f--- -• -- • •- •- - OVE'R'lOO,OOO BTU`-' -- • ------- - -SIGN PERMIT -----' ------'-'--O('OO-OO'8221- ---- - EACH WATER HEATER AN VENT ' I. BOILER/COMPRESSOR UP TO 3 HP • ' PLAN CHECK 01-00-00-8806 7 —2 7 'EA'CH GAS SYSTE&1 1'TO'4' OOTLETS'' ,. ' BOILER/COMPRESSOR 3.15 -(P ' , TOTALPLUMBING - 01-00-00-8222 E'ACH GAS SYSTEM S OR MORE''., - .--- -- --' - ' . - METAL FIREPLACE - - -. . -- ' -- '.'-:' °'. - -ELECTRICAL---.-- - — - 01-00-00-8223 '-'.'----- • .JI—.-- -'-- - EACH INSTAL.. ALTER; REPAIR WATER PIPE ,- •. VENT FAN SINGLE DUCT r 't I ,- • • - MECHANICAL • ' 01-00-00-8224 -' - ., .EACH VAC UUM.BREAKER ,4, , • ,,____________ . MECH EXHAUST - HOUD/DUCTS '.,T - • • MOBILEHOME ' • - 01-00-00-8225 - -. WATESOFTNER ' I , ,. .'.. RELOCATION 0E,.EA FURNACE/HEATER I - - .-MOBILEHOME PARK INSP ---- —.-.-------. -- - - - -- - - EACH ROOF DRAIN, (INSIDE) I ' : ' I I ' , - . ' SOLAR - -. - 01-00-00-8226 7• - ' - . ' ' .t1"• - , . - - , -. ' 4TOTL MECHANICAL • - , '' ',' ,--. • I - - - - - STR'ONGMOTI0N '- '80'92i3b51' '"TOTAL PLUMBING 3 FIRE SPRINKLERS _._01_-0,0-00-'8227_ I QTY. - • , • • —. - . ' I I J ELECTRICAL PERMIT - ISSUE.. h.'•!v._ r' .QTY. , , • ' ...,SOLAR - ISSV -- - ' . PUBLIC FACILITIES FEE 32-00-00-8933 ' , - -' 'BRIDGE-FEE NEW CONST EA AMP/SWT'BKR'.,, .,p , _— COLLECTORS i ' Il - SCHOOL FEE DISTRICT 1 PH '. - 3 PH If STORAGE TANKS Carlsbad-:. 8092 21"051 ,• - _EXIST5BtDG EA AMP/SWT BKR L ROCK STORAGE' ' j' '.'. 0> EnctnItaS 'r,'-1 8092220519 3 P '- - ' - .' PUMP' • I/V .4.) - ./' sanoiegeito -- 80-92-23-0519 REMODEL ALTIR PER CIRCUIT I . PLAN CHECK FEE fJ IfI< '"s'ø , \' San Marcs a#'. 80-92-24-0519 - IT LE AMPS — '- "I I -' - - - C efj / _'_ '1-f's,. tu -;*'.,.'' (I a1e r'-.. ' -OvE-R 200 ,AMPS ,v-.-.-_- - ' • 'I • j( .. 'LiCENSTAX&1-Ob-OO162 ' 1f-J .. - T'EMPOCC*NCI30DAYSL , - - - ' - ' rrr/!. - - • I CREDIT DEPOSIT - • , ( - — — TOTAL ELELTRICAL - -- --_,.. 6. TOTALSOLAR1 TOTA% . FEES P AYABLE \ ( ••,. - I HAVE CAREFULLY EXAMINED THE COMPLETED 'APPLICATION AND PERMIT" AND DO HEREBY Every permit bytlheBuildingOfliCial undertheprovisionsof Ihis * AN 051-IA PIT IS REQUIRED FOR EXGAVATNS OVER C.Expiration. CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE 'Its by limitation and become null and void. If the building or work 5'0- DEEP AND DEMOLITION OR CONSTRUCTION OF authorized by such permit is not commenced within 180 days from of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit , or if the buildino or work authorized by'sucl, permit is ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON- :us:nen STRUCTURES OVER 3 STORIES IN HEIGHT abandoned SI any time afler Ihe work is commenced for a peod 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 * mWNF RACTOR 01180 days.STRUCTION. - • - 0 APPR/EDBY .. 7T/ • / EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE L—. T,ig . BY PHONE 0 • . ' . , . • - . -' . - - 4 . 4 FIELD INSPECTION RECORD ,. ,, •- . . - .. ,. . .- -.. REQUIRED SPECIAL" INSPECTIONS"- _ 4INSPECTOR S NOTES U U SPEC'FbN IN I REQ. IF INSPECTORS DATE . ., CHECKED APPROVAL 8A7o- SOILS COMPLIANCE U I - . - - . '- _4 ' . ;Jj (U - - -- •" PRIOR TO. URAL 000 PSI ESSED ETE - I CFrn1 ENSIONED ETE WELDI$JG-. ,.FIELD - 4 - .U,' - -; -. . - - - U . U . •.UU . -I; - ___________________________ - .HIGHSTRENG'F4 . . . .' . ., •1-.• •: -- ........... BOLTS'... U - U SPECIAL MASÔNY '- - -Alp- U PILES CAISSONS f - 4' U U - .L414 '-: .' - . ' • r '- .. .. .__-t '4' 4.4 - , - - 4,4'•I) ,' •- he •, - I . . - . - --'4': . -ç _.; - '.. r , _-U_LU:-- __ -.4 ' ... _UUS •U .UU - - iUU_U. - . U "4 ,. ' .•. :4.U_.UU- - - - - - .' - . -r '.,,- -.. - - -. . . 4. ..• . - ., - - -j r. --- U U - "U .4 4••'•• p'_U t -. ' — - - - , - f' - -# - U - . U -- •U4UU'4 1 . . - 'U , b-.. 44,r IIfl 4 I -'4 --- -.•'--.- . . : . - - '-.4., .' S - •_. - -. \4 '4, . . . , - - I -, , - - - - ' "' -. .5 . -U - - . 1* U_ - -U - ._'4-I• - - 4, '4 U 4 4 4 - - 441. 4 IU •t -, _______ , .; - 4- ' •., 44 •'. - _ -.t, 4-_-U_i . , -- - -TYPE- '-. 1- DATE INSPECTOR BUILDING FOUNDATION. '! REINFORCED STEEL . MASONRY GUNITE OR GROUT FLOOR & CEILING SUB FRAME," SHEATHING'$ ROOF J'SHER FRAME' .: ___ .z-2g- ? EXTERIOR LATH INSULATION- INTERIOR LATH& DRYWALL - 4'. - -" •.. ' I ' - - 1 1. PLUMBING SEWER -AND BL/CO DIPL/CO UNDERGROUND LJWASTE 0 WATER", TOpOUT:'":U_WAE TER TUB AND SHOWER PAN GAS TEST- 0 WATER HEATER-.D-SOLAftWArER .-. ELECTRICAL- 0 ELECTRIC UNDERGROUND 0 OFFER.' ROUGH ELECTRIC 0 ELECTAIC SERVICE. ,D TEMPORAY D BONDING . OPOOL.', MECHANICAL 0 DUPTV PLEM.;... 0 REF. PIPING 7- . HEAT- AIRCOND.SYSTEMS ' f '1 VENTILATING SYSTEMS-- t'A I -I 1&^Z3 SAiAS IkIC'bf'rSr1ttI UAILJCM AI I A OODEIDDIA 7 - !TFMSARDVF HA VF BEENAPPRO VEDi V FINAL PLUMBING- ELECTRICAL MECHANICAL GAS BUILDING, S. SPECIAL CONDITIONS J, I U.- - , * I - • - . •-- -r - •-.---- - - .A4U - - — •J - ' - - -. - -. -.,, --U A- - -' - - E R'SPH ONE CONTRACTOR'S Aoo—REss 2o, 7 DESIGNER DESIGNER'S ADDRESS - •' F/P FLR ELEV, •' NO - -, 'STORIES vDnxD ---- . -. •- - CdNTRA4RS PHONE , ZON '- 7,__pL__&__ . •i '. -• LICENSE NO, 'PLAN 1,0, # BLDG USE CODE - 97 0 •. •••• - I LICENSE a STANDARD PLAN A BUILDI , OOT GE DESIG ER'S PHONE - UUUIfl.Usl,JrJ(,4 • ____ - .• '•" — •0 • ' - • -, -- ••• -. OCCGP EDU BLOCK R'S NAME R'S MAILING ADDRESS k IPTION OF WORK vlSOy - ASSESSORPARCEL NO. u $OFTRACTOR 000, '0 P 600he ), ' )WAJT I hereby. affirm thãl,l am licensed under provisions oflChapter 9.(commencing with ~Sectlon 7000) of Dlvisl~n.3,cjf the Business and Professions Code and my.11cense is in full forc: and effect.Class - I hereby allirm that I am exempt from the Contrac- - I. or's License Law tar the' lollewing reason (Sec. 7031.5 7 Business and Prdtessions Code: Any city or county which re- quires a permit In conslruct, alter, improve, demolish, or - repair any structure, prior to its issuance also requires the ap- plicant broach permit to tile a signed statement that he is licensed pursuant .10 the provisions of the - Contractor's License Law (Chapter 9 commencing with Section 7000 01 Division 301 the Business and Professions Code) or that is no- - empl therefrom and the basiC for the allegex.nnempiion. 'Any r violation of Section 7031,5 by an applicant nra permit sub- jects the applicant to a civil pendlty 01 n_ut mare than tine han- • dm4 )Joltars ($500L.,, ,.'.,_ 0 I, as owner 01 the property, 'or my employees with wages as their sate cumpensation,witl do the Work. and lhe'struc- .lure is not intended or offered for sale (Sec. 7044, Business J and Professions Code: The Contractor's License Law does not apply In an.owner of property who builds or improves rn 'thereon and wh'xdoes such work himsell or through his own employees' provided that'sach improveriments are not intend- - - IQ ed or uttered for sale It, however, the building or improve-. Z 1 ment is sold within one year 01 completion, the owner-builder- will have the burden .01 proving that he did not build or im- O 'prove for the purpose 01 sale). - 0 1. as owner 01 the property, am exclusively Contracting 4' -- with licensed Contractors to construct Ihe project (Sec. 7044, Business and Professions Cede: The Contractor's License Law does not apply loan owner 01 property whu.builds or un- - proves thereon, and who contractstor each projects with a. Contractor(s) license pursuant to the Contractor's License Z •r. • Law). - - - . - - - - 2 As a homeowner lam improving my home, and the tallow it, ' 4 i ., ing conditions exist. , - •,,. -' 1 The work is being performed prior to salo _ -"-v.... r,. 2. .1. haxe lived in my home for twelve months U prior to completion -of this werh.' r0 w , - 3, I have not -claimed, Ihis eeemplion during the last three ydars, I • 0 lam exempt under Sec. - B & P.C. for this reason f -h I b htr0eby affirm thatlhavie à ce iCate.ot consent — to self-insure or a certificate 'of 7 Workers' Compensation li'rSuf once, Or a Cerritiect copy thereol a • ',, . (Sec.3800, Labor Code). .. -. - •••'),' 'I ' 0. y POLICY NO COMPANY .- .,; . •• ''—'--'"'r -' - U) 0 Copy is filed with toe city - •••z ---- .h .4 W • •0'-Ceflibiei3 co'p' is hereby t rrnhed - •. --.-'. - 'CERTIFIcA 0 PT(ON FROM '2 WORKERS'C P AT.tON INSURANCE -i. (This section ee I e completed it the permit UJI k istooné rid dollars ($100) or iess) i. '. D'ieriif that in tO perlormance Of the work to, - 0 which this permit is issued, I shall 001 emplOy any person in any manner so as to become Subject to the-Workers' Compensation Laws 01 California - NOTICE TO APPLICANT It atlef,making tnn Cerl F licate of Exemption. you should become subleCt I')-. • - , the WorliersiCompensation provisions 01 the Labor - n Code.' you 'must l&thwith comply with SuCh provisions o this pe rut shall be deemed e Okect '0- -"I 7 rr_'1 .3F• - ,- r fl 0 i1hereb7fIirm(that,- there isaCoosrructiorr , Iexthrrg agency or tlre,perlorruaxce 01 the worh 10, which this permit is issued lSeC 3097. Civil Co0eI - I - Lender's Narrke ' - ,-I . s4'a' if Lender's Address . ..m_ • , I CARLSBAD BUILDING DEPARTMENT 1 1200 Elm, Carlsbad, California 92008-1989(619) 438-5525 JOB ADDRESS ' AV. ST. RD. NEAREST CROSS ST. APPLICATION & PERMIT ' • - DATE OF APPLICATION BUSINESS LICENSE A *1UATION ''IT NUMBER a - I CENSUS TRACTS'5 GPLAND USE PARKING SPACE RES UNITS - GRADING PERMIT ISSUED FIRE SPa TYPE 0CC LOAD a--'-- - - • -. JREOEVELOPMENT . AREA - CONST .- -- - -- ' -- '-• -- -" y,D C 0 ,YD:.ND - • . , ' -YD ND': - Not Valid Un/eon Machine Certified QTY ' PLUMBING PERMIT ISSUE 7 QTY MECHANICAL PERMIT ISSUE SUMMARY/ACCOUNT NIJMBER a r)1 EACH FIXTURE TRAP I INSTALL FURN DUCTS UP TO 100,000 BTU I BUILDING PERMIT 01-00-00-'8220 74L, hç, I EACH BUILDING SEW,R - , _ _OVER 100 000 BTU SIGN PERMIT -- 01-00-00-8221 - - 'I t 'EACH WATER HEAT'i("ANOIOR VENT - - BOILER/COMPRESSOR UP TO 3 HP I 4 PLAN CHECK - 61-00- 00-8806 ' I '- EACH GAS SYSTEM 1 104 OUTLETSU - BOILER/COMPRESSOR 315 HP '.i TOTAL PLUMBING 01-00-00-8222 EACH GAS.SYSTEM 5 OR MORE ._- METAL FIREPLACE . _ELECTRICAL - 01-00-00-8223-------- EACH INSTAL. ALTER REPAIR WATER PIPE VENT FAN SINGLE DUCT MECHANICAL-' I ',.. EACH VACUUM BREAKER ' " MECH EXHAUST HOOD/DUCTS MOBILEHOME 01-00-00-8225 - I WA1'ER SOF'TER '0 RELOCATION OF EA FURNACE/HEATER MOBILEHOME PARK INSP — - - - EACH ROOF DRAIN (INSIDE) I SOLAR 01,00-0,-,22, -.TOTAL MECHANICAL - STRONG MOTION -' 8092330519 -' k.,-TO1 AL PLUM8IN, FIRE SPRINKLERS 01 00008227 QTY. ELECTRICAL PERMIT - ISSUE - - , 'OTY. PUBLIC FACILITIES FEE 32-00-06-MD SOLAR ISSUE -BRIDGE-FEE I NEW CONST EA AMPISWT,BKR COLLECTORS • _____________ SCHOOL FEE DISTRICT 1 PH 3 PH STORAGE TANKS Carlsbad 80-92-21-0519 I EXlSTlBI.0G EAAM),/SWT BKR -_ ROCK STORAGE Encinitas - 80-92-22-0519'- - PH ' ' 3 PH PUMP San Olegolto 80-92-23-0519 I REMODEL ALTER PER CIRCUIT - ' PLAN CHECK FEE San Marcos 8092240519 - TEMPOLE\20OAMPS' ,, ___________ ________ ________________________ ___________ -• - — - , - OVE I'2O0 AMPS LICENSE TAX 01 00008162 I ' TEMP OCCUPANCY (30 DAYS) MFF 8092570519 r CREDIT DEPOSIT .0. . TOTAL ELECTRICAL — TOTAL SOLAR TOTAL FEES PAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION 'AND PERMIT" AND DO HEEBY Expiration. Everyrpermit issued by the Building'0011icial under the provisions"olthis * AN OSHA PERMIT IS REQUIRED FOvR.EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall bYehIhl00t and become null and void. It the building or work 50" DEEP AND DEMOLITIoN OR CONSTRUCTK3N OF I DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING (PA PERMIT IS BUILDING CON- authorized by 0 commenced within 180 days fr mit om permit, or if the building or work aultrorized by such suspended or -- - STRUCTURES - OVER 3 STORIES IN HEIGHT I abandoned at any time after the work is commenced for a period of WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST AL LIABILITIES, JUDGMENTS COSTS APPLICANJ'S SIGNATURE W€R-NTCTOR 180 days.-TRUCTION, I EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE •, - J - ' . •7 0 APPR J D BY Df/E/ - - ••4 , - -'--4- - , -, I GRANTING OF THIS PERMIT, • - ez jII en ut BALL VUINI ?N UNIT &rrKS PIAKU APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS.. TYPE . DATE INSPECTOR BUILDING I FOUNDATION REINFORCED STEEL MASONRY GUN ITE OR GROUT FLOOR & CEILING SUB FRAME SHEATHING i ROOF E SHEAR FRAME EXTERIOR LATH, INSULATION INTERIOR LATH' &bIYWALL P PLUMBING SEWER AND BL/CO DIPL/CO UNDERGROUNa E WASTE 0 WATER TOP OUT ,&WASTE D WI\TER Z-A4t' z TUB AND SHOWER PAN 1 GAS TEST O WATER HEATER 0 SOLAR WATER ELECTRICAL 0 ELECTRIC UNDERGROUND 0 IJFFER ROUGH ELECTRIC 1 2-14 0 ELECTRIC SERVICE 0 TEMPOfRARY O BONDING 0 POOL MECHANICAL 0 DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HA VE BEN.APP.ROVED.I FINAL PLUMBING \1 ELECTRICAL / MECHANICAL GAS BUILDING SPECIAL CONDITIONS I - FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES INSPE CTION REQ. IF CHECKED INSPECTORS APPROVAL DA TE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI • ,PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING BOLTS HIGH STRENG.H SPECIAL MASONRY PILES CAISSONS 00 0_0 -. 0 V ENGINEERING,RE, PLANNING, TrNcriispEcTIpr1.NqTIcE • Daté. • Address PIan* # ___________' N s Type of Cànstruction •,': Person to Contact Ph No 7'c5-' a&2 Engineering Department Date Approved N Prevention Date. . . Approved - F Planning . E Department • Date a Approved . / rt Date 3 fi Approved Comments: . • . .• IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMED MIS-OKAY TO FINAL NGINEERIN FIRE PLAN NING`WTILITIM', WMAUTUNSPECTION _— - Date ait Pdress I ':' an J. C Pi ?('?.f" -••. ........?a,,-._. • -. ,•141 t,•.. Type1of Construction _ 1, - ",. I ..' .; -..ersonlo,~_Cont _ V __'. PhT Dte"__________Approved_- N ' - APrevention4l __•' _Date qF DepaLtrnent)______ _Date _____-_APpr Ii ,. .• -,•. . .• •.- ,;' .."..............:, •.. - ofrenth • IFA RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WIL • • -. •..,.':..............- ,-. . .. a . .-..- •' - ----- •".. . • - -0 - . .'. -. T .4 . a , • - 1 • . . a .4 . a . . -. • • * / -I S A 0 A - - I I EL I _ _ I Nk I T LI V VMIIL) D l I \i L II 'J t II-1It 'JLJ CITY OF CARLSBAD November 5, 1984 1200 Elm Avenue Building Department Carlsbad, CA. 92008 Ref: Jim Hicks Residence - 2910 Managua Place - Carlsbad, CA. 84-218 In reference to the above-referenced project, I have reviewed a proposed enclosure of deck adjacent to the kitchen and utility room Structurally, the enclosure is acceptable by a visual inspection because: 1.) The deck loading is 60 psi versus 40 psi for floor covering and, - 2 ) The roof covering has been accounted for in the previous design :-.Sincerely yours, -Rbert Sowards - - RCE 26404 - 527 NORTH HIGHWAY 101 • SUITE E • SOL.ANA BEACH, CALIFORNIA 92075 . 619 /4131-7818 - / E APPLICANT COPY CITY COPY PLAN CHECKER COPY Citp of Car1bab S. () 'rI - ___ '29'cz7 s z'et#s ___ i• ' ' JURISDICTION: ' 0ATE/'_6/2 /ii.S ,Zi& PROJECT-ADDRESS:- 977J774j)7 - 7SZ7 TO: ,RniWev PLAN CORRECTION SHEET 'S ' Plan Check No. r'-t' plans received by jurisdiction )ate plans received by plan checker /'A'_/~ - 9ZO_ 1• Date initial plan check completed /'_byjf ' ' ' ' ' A-m ' ___ 'cSj /Ji, ?J3 FflREWORO: PLEASE REAR Plan check is limited to technical.requirements contained in the Uniform Building Code, Uniform ' Plumbing Code, Uniform Mechanical Code. National - ,...._ •-: - Electrical Code and state laws regulating energy. conservation, noise attenuation and access for the handicapped. The plan check 'is based on regulations 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. The items circled below need clarification. - modification or change. All-circled items, have -' tc be satisfied before the plans will be in conformance with the 'cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans doe, not permit the violation-of any state, county or city law. - .. PLANS - ' 1. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have , ______ ' • - been returned to you by the jurisdiction. - tG: 2. facilitate identify.- ' -' To rechecking, please - next to each circled item, the sheet of ' ' ' - -• the plans upon which each correction on • - S ' S - •, this sheet has been made and return this check sheet with the revised plans " APPLICANT COPY : Z07 /,. 46 k CITY COPY 'COPY ' : PLAN CHECKER Citp of Carftqbab Submit fully dimensioned.pIt plan drawn / to scale showing location size, and use 0/ c,, 77q-r of-all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations for all structures and show elevations at all corners. Sec. 302(b)7'. Indicate distance from center-line.of Street / or alley to property line and distance from - 0'' JURISDICTION: DATE curh to property line. Sec. 302(b)7 6 - /O be signed by a California State lic nsed PROJECT ADDRESS: or architect (Cal TO: engineer Business and FIRE PROTECTION 'I Walls closer than 3 feet to property lines ' shall be one-hour fire-rated construction. - PLAN CORRECTION SHEET have noopeninigs, and shall have 30 inch parapets when the building floor area -exceeds SINGLE FAMILY AND DUPLEX DWELLINGS 1.000 square feet on any floor. (Table 5-A Sec. 1709(a) " •" S Plan Check No. c -LF / Projections, including eaves, may not extend 12 inches into 3 foot more than the setback D.ite plans received by jurisdiction from the property line. Sec. 1710 and Bate plans received by plan checker i4J&.7.s-/z Sec. 504(b) Date initial plan check completed //by_7'4.f 1/ Projections, including eaves, shall be one- / hour fire-resistive construction, heavy FOREWORD: PLEASE READ Tel. (619) 560-1468) Z'/'%' timber or of non-combustible material if they project into the 3 setback area from Plan check is limited to technical' requirements the property line. Sec. 1710 . contained in the Uniform Building Code, Uniform .. Plumbing Code, Uniform Mechanical Code, National il. Show location of permanently wired smoke Electrical Code and state laws regulating energy - / detector. Sec. 1210 . - - conservation, noise attenuation and access for . - the handicapped.: -The plan check is based on SIZES. LIGHT, VENTILATIONS AND GLAZING .-ROOM regulations enforced by the Building Inspection Department. You may have, other corrections 0. One room must contain a minirnum.of 150.square based on laws and ordinances enforced by the ' feet of superficial floor area. - Sec. .1207(b) Planning Department, Engineering Department . .- . . . or other departments.. . . Habitable rooms other than kitchens shall contain at least 70 square feet of floor The items circled below need clarification, . area. Sec. 1207(b) . modification or change. All circled items have . . to be satisfied before the plans will be in Window area must e at least: 1/10 of the conformance with the cited codes and regulations. . . floor area and a minimum of 10 square feet Per Sec. 303 (c), 1979 Uniform Building Code, . per Sec. 1207(a). Appears to be deficient the approval of the plans does not permit the , in S .. violation of any state, county or city law. PLANS ,'Op Please make all corrections on the original tracings and submit' two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction. to: 2. 'To facilitate rechecking, please identify, next to each circled item, the sheet of. the plans upon which each correction on this sheet has been-made-and return this check sheet-with the-revised plans. ) Indicate on plans the name of the legal / 'owner and name of person responsible for. the preparation of the plans. , Sec. 302(b) Openable window area must be 1/20 of the floor area and a minimum of 5 square feet. -In bathrooms, laundry rooms and similar rooms. Minimum is, 1.5 sq.ft. (Eec.1205(a) 3.1. One-half of 'all required window area must be openable in Provide mechanical ventilation capable-of / providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required windows are not provided. Sec. 1205(a) 3.1. No habitable room, n other than a kitchen, shall be less tha7'O in any dimension. Sec. 1207(c) Show that'ceilinq height for-habitable . - rooms is a minimum of ,7'6. Sec. 1207(a) 3/ Show ceiling height for laundry rooms, sod Handrails shall satisfy the ,following •' / hallways, corridors, and bathrooms is a / a. Provide handrail for stairways over 30" minimum of 7'0. Sec. 1207(a) I : high when serving a single dwelling. I • 3.4. Provide 30" clear width for water closet Title 24, Sec. T25-22(b) / compartments and 24" clearance in front b. Handrail shall be 30" to 34" above,the of water closet. Sec. 1711(b) nosing of treads. Sec. 3305(j) J Handrail projecting from a wall shall 3. No cooking room shall be used for sleeping ' have a space not less than 1 1/2" between / purposes, unless complyingas an efficiency the wall and the handrail. living unit. Sec. 1208 , The hand grip portion of handrail shall i be not less than 1 1/4" nor more than 3,.4. Specify safety glazing-for glazing in hazardous 2" in cross-sectional dimension. / locations such as glass doors, glazing Sec. 3305(j) (see attached) adjacent to such doors and glazing adjacent / ' ' ' •• 0 to walking surfaces. Sec. 5406 ,1. Every stairway landing shall have a dimension. Glazing in shower and tub enclosures ' measured in the direction of travel--at 7 (including windows) shall be tempered, least equal to the stairway width. laminated or approved plastic. Sec. , g , 1Sec, 1711(f)(g) ' ' A door may open over a stairway landing 3/ sleeping rooms shall have a window or , 4/ provided the door, in any position, does •'. not reduce the clear area of the landing, exterior door for emergency exit. i height shall not exceed 44"' above the floor. in the direction of stairway trave , to - The.window must have an openable area of , less than one-half the required width of at least 5.7 square feet with the minimum the stairway. Sec. 3305(g), .. openable width 20" and the minimum openable door may open inward at the top step of height a stairway provided the top step is not 3 ' Eaves and cornices may not project into more than 7 1/2" lower than the-floor level. a required yard more than 2 inches for e Pt Sec. 3303(t)2 •. open tfoot of ard ewidth .ifstred r0tI9 &k" . Provide' details of winding stairway.. I ' Minimum tread is 6 inches at any point 4 A mezzanine is an intermediate floor and and minimum 9 inches at a'point 12 inches may not have a floor area exceeding 33 1 from the side of -the stairway. percent of the total floor area in the ro below, and the mezzanine floor must have b. Maximum rise is 9 inches. a clear height of 7 feet, above and belthw,and I c. Minimum width is 30 inches. Sec.'' 3305(d) must have 65% of the long side open to the / (see attached) room below. J j '- ' -'------------.- r 55< Provide spiral stairway details: 41 The loft, you show does not comply as a 7 / mezzanine floor tread a. Minimum run inches at a point is the narrowest. :::: rise ; inches JJ (see attached) D. ExITs; STAIRWAYS, AND RAILING /Sprial stairways may not be used for,required . exits when the area served is greater than %6. £loors above the second story shall e L4J%.iL 400 sq. ft. Sec. 3305(f) not less than 2 exits. Sec. 3302(a) s.f. Spiral stairways' must have a clear walking 4fr Required exit doorways shall be not less / space of 26 inches between the column and- than 36" in width and not less than 6'8 handrail. Sec. 3305(f) it height, and shall be capable of opening at least .90 degrees. Sec. 3303(e) ' si. Provide t.C.9.O. Reasearch Report and Number / for metal stairway, or submit plans and Provide 36" high protective railing for ' , calculations and approved fabricator'' 7 porches, balconies, and open sides of landings. ' registered with the Building Department' Maximum opening between railings shall be or note that the stairway fabricatiànshall 7less than 9". Sec. 1716. , , ' be done under special inspection' per the / . ' .'•. appräed fabrication plans. Sec. 306(a)4B 48. Show how guardrail connection details are and Sec.' 306(f) 7 adequate to support 20 pounds per lineal / foot at a right angle to the top rail. , ' Si 'In buildings over 2 stories in height.' provide ' 238 3/4 hour fire-rated assemblies for all /able '•' opanings in the exterior well belowor within,rovide stairway and landing details. '10 feet horizontally of an exterior stair- ec. 3305(b) 5 (C) • ' way; An exit balcony with 2 separated Maximum rise 8" and minimum run is 9,". ' s tairways .is exempt. Sec. 3305 , • Minimum head room is 6'-6". ' ' stairwaysshall not project into he 3 foot setback from the property lines. • Minimum width is 30 ,' ' • ' , Sec. 3305(n) r' •. ' " ' 2 / T>)Gs YuOr C-& ! •'; , C 3 v° 2.Q 1J CP •' '•• • / Z. The walls and soffits of the enclosed useable / sPace under interior stairs shall be protected on the enclosed side as r'équired for one-hour fire-resistive construction. Sec. 3305(m) Minimum construction specifications shall be made a part of the approved plans. (See attached) R. ROOFING ,7ø< Specify roof pitch. Roof pitch is not adequate for roof type / specified. Specify minimum pitch of__________ 7 Specify roof material and applicationTô TheF'Z.) Specify t.C.3.O. approval number for romt—..._........ materials not covered in (JBC. ,f4. Specify roof slope for drainage or design to support accumulated water. Sec. 3207(a) 4. Show roof drains and overflows. Sec. 3207(a) ,46. Provide skylight details to show compliance with. Sections 3401 and 5207 or provide ICBO approval number. Provide plastic roof panel details to show compliance with Section 5206 or provide I numb 78 Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attice area if at least 50% of the required vent is at least 3 feet above ceiling joists. Sec. 3205(c).°r'Y2. L( %+oui ' H. MASONRY Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Sec. 3707 36<' Show, veneer support and connections comply 7 with Sec. 3002. 4.5.6. and Sec. 2516(a) regarding ties and *9 wire in horizontal joints or note construction to be per attached sheets 30-1 or 30-2. Show height and construction details of all masonry walls. Chapter 24 Note that cleanout openings shall b&providad at the bottom of all cells to be grout filled over 4' in,a single pour. Cleanout shall be sealed before grouting, after inspeätion. / Sec. 2415 Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual desigh load. whichever is greater. Sec. 2310 Provide material specifications for mortar. C1021~' C.o core self-closing door for openings h w Sec. 503(d) . . . )4'3. Garages are not permitt'd'toopen'into . a room used for sleeping purposes. Sec. 1104 l,7(. Openings between carport and residence require self-closing doors and stationary windows. Sec. 1214 Show garage framing section, size of header over garage openinq.1 lateral cross bracing at plate line and method of bracing garage front. Chapter 23 . NOTE: Minimum plywood diaphragm ratio is •; 3 1/2 to 1 or 2'8. Table 2-I, S. Doors between dwellings and attached garages may swing in either direction provided the difference in floor elevation .between the dwelling and garage does not exceed . 7 1/2 inches and provided the door is not ,used as the primary means of egress from the. building. If the difference in floor elevation exceeds 7 1/2 inches, or if the door is used as the primary means of egress from the building, additional steps or landing must be provided in accordance with stairway requirements, and the door must not swing over, the depressed . level. (see 3303(i)2 and 3305 (g). Provide 18 raised platforms for 'any FAU, water heater, or any other device which t may generate a flame or spark. Note that continuous firewall protection / shall be installed behind raised platform(s) prior to framing platform. . 0 H . j FOUNDATION REQUIREMENTS Note on plans thatP. soils engineer, shall eva'luate any unanticipated uncompacted fill -. . or expansive soil or other soil problems / disclosed during c0n5tructi0n. Sec.306(a)12. l~. Submit soils classification determination . 0 / by a licensed engineer or architect based on observation, tests, borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value. Sec. 2905 1)1. Note on the plan the soils classification. / whether or not the soil, is expansive, and note the allowable bearing value' Sec. 2905 1,42. The foundation plan does not comply with. / the soil report recommendation for, this. .' project . . . /3. Provide notes on the foundation plan listing the soils report recommendations for foundations. slab and bui.ldina r.ad nrsna,-a'jn,, - grout, masonry and reinforcing steel. Sec. 2403 12 Note on the foun ation plan that "Prior to the Contractor Show how masonry house walls retaining earth / .( requesting a Building Department foundation inspection, 'the are to be waterproofed. Provide detail. soils engineer shall advise the'Building Note that special inspection of the masonry ). Official in writing that:. will be required for I. the building pad was prepared in accor- dance with the soils report: C )IARAG! AND CARPORTS 0 \ the 'utility trenches 'have been properly )9d'.Garae requires one-hour fire protection ( bac)filled and compacted', and: the foundation excavations, forming on the garage side of walls and ceilings and reinforcement comply with the common to the dwelling. Table S-B Sec.503(b) -. reportandapproedplan.305 l.All elements supporting floor'above garage to have one-hod fire-resistive protection 3l5. Provide spread, footings for concentrated on the garage side. Sec. 503. Sea ms and loads designed, for 1.000 PSF. soil bearing posts, not within the wall or ceiling con- or per bearing value as determined by struction, must comply with UBC. Table 43-A, an engineer or architect. Chapter.29 or, be minimum 6 dimension beam and minimum ' 8 by 8 post. 0 , • ' ' 0 ' ' ' ' 94. Show height of all foundation walls. Chapter 23 11$. Show height of retained earth on all foundation / walls. Chapter 23 Show distance of foundation to edge of Cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29 Note on plans that wood shall be 6" above / finish grade. Sec. 2417(c).7. Note on plans that surface water will drain / away from building and show drainage pattern' / and key elevations. Sec. 2909(f) Dimension foundation per Table 29A. TABLE NO. 29.A—FOUNDATIONS FOR STUD BEARING WALLS—MINIMUM REQUIREMENTS DEPTH OF FOUNDATION WIDTH TNICXNESS BELOW NUMBER THICKNESS OF I OF OF NATURAL OF FOUNDATION WALL FOOTING FOOTING SURFACE STORIES (focus) (leeRed) (Inches) OF GROUND AND FINISH CONCRETE UNIT MASONRY GRADE (leeR,,) 1 6 6 12 6 12 2 8 8 15 7 18 3 10 10 18 8 24 Note cross bridging or blocking. floor V joists and rafters more than 12" in depth - and spanning more than 0 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. Sac. 2506(g)- tft'. Show blocking at ends and at supports : - 7 of floor joists, and for 'rafters at exterior / walls. Sec. 2506(g) - Show solid blocking at ridge line and / at exterior walls on trussed roofs. / Sec. 2506(g) - - Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Sec. 2518(d) S Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center where rafters and ceiling joists are not -' / parallel. Sec. 2518(h) Show rafter purlin braces to be not less than 45 degrees to the horizontal. / Sec. 2518(h) frI. Show 1/2" minimum clearance between- top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed.) ,Ø. Show double top plate with minimum 40" - Lap splice. Sec. 2518(g)4 Show nailing will be in compliance with j Table 25-P. IA. Provide fire stops between stories, between f top story and roof space, at ceilings and floor levels in interior and exterior - walls, in mansard roof or eyebrow so no concealed or furred space is greater than 10 horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with - stair run adjoining stud walls and partitions, at perimeter of sliding door pockets, between chimney and wood-frame using metal or incombustibles for the fire stop and at other places that could afford passage of flame. Sec. 2517(f) - Show stud size and spacing. Maximum allow- able stud heights: 2x4"9 16" is 14'; 3"x4"&2"x6"@ 16"o.c. is 20'. Sec. 2518(g)2 Note an A.I.T.C. Certificate of Compliance !/ for glued laminated wood members shall' be given to the Building Inspector priot to erection. Sec. 305(f) - - - Detail all post to beam and post to footing connections. Sec. 2517(c) 4 I/ Specify nail size and spacing for all shear walls, floor, and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios.. (Tables I,J.K). - NOTES: Where unusual conditions or (rose conditions are found. footings and foundations shall be as required in Section 2907 (a). The ground under .the Door may be excavated to the elevation of the top of the footinC. Show foundation sills to be pressure treated. / or equal. Sc* 2517(c) 3.. i4. Show foundation bolt size and spacing. / Sec. 2907(e) 1)4. Specify size, ICED number and manufacturer / of power driven pins. Show edge and and distance and spacing. : Sect 306(f) Show size, imbedment and location of hold . ::: anchors on foundation plat Sec. 2312(f) that hold down anchors must be tied in place prior to founàn inspection. Sec. 2 31 Show adequate footings under all shear , walls. Sec. 2311(e) Show stepped footings for slopes steeper than 1:10. Sec. 2907(c) Show minimum ID" clearance from grade to / bottom of floor joists and minimum 12" clearance to bottom of girders.: Sec. 2517 ).4'O. Show pier size, spacing and depth into undisturbed soil. Table 29-A l).d'. Show 3"x4" or 2x6" studs in first story of three story building. Sec. 2518(f) Show minimum under floor access of 18"x 24". 2517 3,.1. Provide truss details and truss calculations 2Sec. Show' minimum undér'floor ventilation equal ' to 1 1/2 sq. ft.' for each 25 lineal feet )4. Provide roof framing plan. Sec.' 302(a)7 Provide framing sections through -. - of exterior foundation with openings as close to corners as practicable to provide - cross ventilation on at least two approximate- Section 302(a) 7 ly opposite sides. Sec. 2517 left Specify all header sizes for opening over I - FRAMING 4 wide.. Sec. 2518(g) 7 4. Provide calculations for Show all joists, rafters, beams;' and 'posts , 2" to 4" thick to be No. 2 Grade Douglas Fir-Larch or better. All posts and beams - Section 302(a) 7 5" and thicker shall be No. I Grade Douglas lfri. In areas subject to water splash and in / Fir-Larch or better. (Table 25-A-I) exterior,locations, wood columns and posts ' Show wall 'bracing. Every exterior wood shall be supported by piers projecting stud wall and main cross partition shall at least 2" above the finished grade and be braced at each end and at least every shall- bear on a metal base plate or treated- 25 feet of length with 1x4 diagonal wood unless the columns or posts are foun- let-in brace or equivalent. Sac. 2518(g)S dation grade redwood or cedar. Sec. 2517(c)4 A / 183 Show location of'attic access with minimun 34. Show, access to the attic or under floor ' I inches.'Sec. 708 s 709 UMC furnace to be minimum 30 inches by 30 3fize 22* x 30*. Sec. 23205 _7. how draft separation for attic areas in excess of 3.000 sq.ft. Sec. 3205 /49. Note that passageway to the attic furnace r - - '• . shall be unobstructed and have continuous I9. Show draft separation. for space between solid flooring not less than 24 inches / dropped ceilings and floor above in excess wide. Sec 708 UMC of 1,000 sa.ft. 'Sec. 2517 . 1 -' ' , ' ' p10. Show permanent electrical outlet and i$. Specify plywood grade and panel indanti- / lighting fixture controlled by a switch / fication index. Table 23J for the attic furnace. Sec. 708 (INC l4. When roof pitch is less than 3:12, design Show details to comply with Sectiãn 109 / ridge as a eam: Sec. 2518 (h) . for furnace under the floor, Section 708 for attic furnace, or Section 710 for 19(. Wood shear walls shall not be used to roof or outside furnace. " resist horizontal forces contributed by ' 21 . Note on plan, gas vents and non-combustible .\ masonry in buildings over one story in , piping passing through three floors or, - height. Sec. 2516(b) ' ' less shall be effectively draft stopped at each floor or ceiling. USC Sec. 1706(a)6 board and gypsum wallboard shall not be used in vertical diaphragms to resist K. ELECTRICAL (National Electrical Code) forces imposed by masonry or concrete , All wiring shall comply with the National Electrical construction. Table,47-I 0---' . 17 Not: on the plan the amperage of electrical lj framing sha.11 be solid blocking. Sec.2518(g)6 servige. l. Cripple wall studs exceeding 4 feet f the electrical installation is more / height shall be 3 inch by.4 inch or 2 an 200 amperes, show panel location inches by 6 inches when supporting 2 stories. nd provide a single line diagram and Sec. 2518(g)6 ' ( calculations including: .Wiring method employed.Show plywood sheathing over exposed eaves, .. Sizes of all conductors, switches,' I or other weather exposed areas, is exterior circuit breakers, fuses, and conduits. - , grade. Sec. 2517(g) 3 C. Approximate length of service feeders. 1A3. Show a weep screed at the foundation plate ' d. Provide plot plan showing services, - line on all exterior stud walls to be - all -panel locations, circuit arrangement stuccoed.- Sec. 4706(e) - - and load distribution on panel busses. e. Provide typical panel schedule(s).. 174. Provide an approved waterproof building 7 paper under wood siding. Sec. 1701(a) 223 Dwellings require minimum 100 amp service. Specify'an approved flashing for exterior 2 Show location of all electrical receptacles. - openings and parapet walls. Sc* 3208 - 225 Electrical receptacle locations and/or Show corridor width to be minimum 36'.- 'spacing is not adequate in 541IX I5.4c' - Sec. 3304(b) - - Specify truss layout for 30' x 30' attic,24. At least one receptacle shall be installed access. - ' outdoors, in basements and attached garages, - Ridges, hips, and valleys shall be at - other than laundry outlets. Art. 210-25(b) ." least one size larger than supported z2I Show minimum dwelling lighting (NEC rafters. Sec. 2518(h) 3 - ' - ' Art. 210-26(a) and GEt'S in garage, baths I Old" Provide metal straps across ridge beam and outdoors. NEC Art. '210-8(a).' - - and rafters. -- - 2)4'. Note 'UFER' ground to be provided (NEC). .1.' - MECHANICAL - Art. 250-81 All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Meanical Code. ' L. PLUMBING (Uniform Plumbing Code) 200. Show the size, location and type of all' / , heating and cooling appliances or systems. L e11 comply with the Unifrom 204. Show source of combustion air for furnace Plumbing Cod- : - / will comply with Chaper 6, U.M.C. - 31b. location on plans. Show water.heater size, type and -' - /' - - - - Every dwelling unit shall be provided with heating facilities capable of maintain- , 2)Y./ Show method' of providing- combustion air' ing a room temperature ,of 70 F. at 3 to fuel burning water heater. Sec. .1307 feet above the floor in all habitable ,- 24'. Fuel combustion water-heater shall net be rooms Show basis for compliance USC 7 installed in bath or bedroom or in a closet Sec. 1211 - - - - , , opening into bath or bedroom. Sec. 1309 Show minimum 30 deep unobstructed working Provide adequate barrier to protect water / , space in front of furnace. - ' ' heater from vehicle damage. Sec. 13'lo - '-/24~. - '/— ------ =and Note on plans,clearances to be -per manufac- 24 Show Tand P valve on water hturers listing. Sec. 704 (INC show route of discharge line Furnace shall not be 'installed under any Sec. 1007(e) -- / stairway. Sec. 704 (INC - 242 provide dryer vent to outside. (INC - Furnace shall not be installed in any X2.' bedroom, bathroom, closet, or in confined Note on the plan that hose bibbs and lawnspace with access only through such room. sprinkler systems shall have approved - unless specified as direct vent appliance /4. backflow prevention devices Sec 1003 enclosed furnace or electric heating appliance. Sec 704 (INC Shower stall shall accomodate a30 circle - and have a minimum floor area of 900 sq.in. Zfr'7. Show ICSO approval for prefab fireplace ' UPC 909(d) - - -, - I - and provide approved, installation instructions, , at job site. - ' - - - : :SUZ.XttCN (DUPLEXES), s of dupLex :cmaon party' wts 'md cor. :,Lno ,lasum011es to 3c&dVe .m Sound 7ransmtssion CI (•t) ractnq n illx om 1i1 I.cttl!I and an 504Ct tn5uL4t&Ofl .I53 I(R) r3tLng on itour. / ceilIng of 10 4*c3les. 71t1. 23 411. Show now penetration of assonolida for 7 piping. electrical devices. recessed caBinetS, bacntuB5. soffits. or heating ventilating., or exftauae ducts Shall be sealed. lined. or insulated to taut required sound / transmission racing. TItle 23 Provide insulation in walls and ceiling to achieve S?C of 50 b.cween garage and Living aria if garage use is not Controlled - by r.sid.nt Title IS. I. (!RCY COIISERVAT!ON, Pt.... Read New State Mandated Regulation. (Calif. Admin. Cod.) became effective June 16.'1983 and require that the design satisfy one of the alternative energy packages (see attached package. A. B, C. 1, -2, 3, 4 and AS 163). The law also requires that many mandatory consvrvatidn items be satisfied. - isinzone . Copies of the Residential Energy Conservation, Manual may be obtained from: Publications Unit, California Energy Coumission, 1111 Mows Av.,,I-50. Sacramento, California 93825. (Tel. (916) 920-6216)). California Building - Officials also maintain a telephone 'hotline between 10:00 A.N. and Noon - and 1:00 P.M. to 4:00 P.M. at (916) 456-3823. - - Show on the title sheet of the plans. / the alternative energy package that £ - was selected i.e. A. B. C. 1, 2. 3, 4. or AS 163 to show compliance, and provide calculations and other data. appropriate to that selected package. 21 The responsible designer should sign - / a statement, on the elan title sheet. 'The design submitted substantially conforms to the Energy Regulation. - - / for Residential Buildings*. 2f4. Show the R value for the walls and ceiling and related areas. 27g. Note that the insulation used shall comply with California Quality Standards. 2)4. Note the insulation installer shall / post a signed certificate, in a con.picioua' place in the building, stating the insulation complies with title 24. Chapter 2-53 and Title 20, Chapter 2, Subchapter 4. Article 3. 2,7. Note doors and windows, including skylights. / between conditioned and non-conditioned / space shall be fully weatherstripped. 23$. Note on the framing plan that weather-stripping. caulking or sealants must - be used to limit filtration in the building envelop, at the following locatioaai --- Exterior joints around windows and door -frames: between wall sole plate, and floors, and u.1we0n exterior waIL panel.; penetrations in walls, ceiling.. and floors for plumbing, electricity, and gas lines; opcnings in attic floors; -- and all other openings in the building / envelopu.' - Note that doors and windows to be certified / - and laoeled aa complying with the Energy / Regulations. - .0. Note fanà exhausting air to have back / - draft dampers. Note at the exterior wall fireplace - ?iraplaCe to have minimum six square inches of outside air: to have glass - or metal door covering the entire opening of the ftr.box: to have tight-fitting - - - dampir with readily accessible control - - and should not have a continuous burning pilot light'. 242. Note ducts shall comply with Chapter 10. 7 1976 UNC and shall be tightly sealed with mastic or tape. 2ft. Note at the waterheater location 'water / - heater to have wrap of R-12 external insulation'. - 314. Note, where water heater is in unconditioned - space, the first five feet of outlet pipe to have R-3 wrap. - Note all circulating hot water pipes in unconditioned spaces shall be insulated. 27(. Note that all gas fired heating and - cooling appliances. showers and faucets - - shall comply with the Energy Efficiency Standards. - 28'f. Show, at bath and kitchen, that the ( general, lighting shall have an efficiency . - - of not lees than 25 lumens per watt i.i. florescent. - - 3*. Note that heating or cooling systems (except heat pumps) shall have an automatic - thermostat with mechanism which can be - - manually programmed to automatically set back the thermostat set -points for at least two periods within 24 hours. -. - 2Ø' Show the size, type and location of - / the spec. heating (or cooling) system and provide energy calculation, if the - output BTU/Hr. exceed. 45.000 Bt'J/Nr. - ' output. - - Show make and model for VMS and meter heater are on lEste apptu,.d hat. - Outdoor pools vito fossil fuel heaters requir. pool covers as well as acne: energy saving devices such as time cioc*a.- etc. T20-1408 0. MISCELLANEODS, Show a minimum 2 air space and flashing - - between planter and building walls. / Sec. 2517(e) - -, d"2. Specify material to be used under the shower tile. Sec. 1707(a) Specify lath and plaster to comply-with Chapter 47, USC. 3,94' Two 3/4' copper pipes must be installed -' from water heater location to convenient - / location of future,solar panels (City Ord.). i/s. Provide sleeve. (roof jacks) in roof for two future 3/4' copper pipes to cunveniant location of future solar panels (City Ord.) 37(:' Note that solar water piping is to be insulated in areas that are not heated or cooled. (City Ord.) . Q-aumlding plans are substantially correct and complete. - By: - - - - - Date: - - - Building plan. would be substantially correct and complete' is minor corrections are-made - at counter. By: - - - - - D-omplete. ;jflg plan, require íajo corrections and plan recheck, by plan check engineer, is required. - By: 77f 1 -- - - Date:_____________ - If you have any question, regarding this g3.an Check, pleads call Wi - - __ at ccr -co . - We would also, be pleased to meet with you, at no charge, if additional assistance - is needed. - PLAN CHECK NO. OWNER PLAN RECT. PLAN CHK'D. CHK'D. BY (? LU1QJQ O'oo hw QY\ ±E L) B -2 4- ___ S 1k(JL) L.JC-Y'rflC/Vi - Pçplj ? 3 I 2J P0 S7. 0 1J , L -; ___ h5Q(YZ cj 0 Swr. 1 4L-W( Q!iw--TS _ __ C..o u n) (C.11 CJV'i LTh L -- - d-pz Dc r4 0i CNu8c) LfOU kiUG (3cJL( GAJLy-, o)1 S ) - I4-8 I -r YJ L7 -.-- Date i___ Jur 1 sd 1 C tion - V Prepared byi '' V V , , V Bldg. Dept, VALUATION AND PIN CHECK FEE 'V Esgil V V V PLAN CHECKNO V V BUILDING ADDRESS' V APPLICANT/CONTACT .83 /-iD7LJ7 PHONE NO. .?oi9' V .V UILDINGOCCUPANCY ' 'DESIGNER PHONE . ,,V '•: V TYPE OF CONSTRUCTION CONTRACTOR PHONE VV V _V '• ": V V V BUILDING PORTION BUILDING AREA'VALUATION V ' MULTIPLIER VALUE V359/, 006 //Oö i2 AirConditioning V Commercial. ' V 2.80 V V Residential 240 Res. or Comm. ' Fire _Sprinklers _V V V V " V , 1.50 V V V ,• V 'VOr Total Value Fee Adjusted To Reflect D'Erierg' Regulations. (Fee. x 1. Z.065 0 Handicapped Regulations(Fee ), Building Permit Fee. Plan Check Fee $ . V V ' V, V COMMENTS: ' V : • • V V • ' V V 8/4/82 CHECK ATE JINGt TYPE OF STRUCTLI E * ZONE SCHOOL FEES SAN DIEGUITO ENCINITAS CARLSBAD SAN MARCOsQi) % COVERAGE (() A REQUIRED SETBACKS BUILDING HEIGHT - FRONT_____ , FENCES/WALLS__________________________ SIDE TWO CAR GARAGE___________________________ REAR /Y V . cOMMENTS:.- - • • - uj I * El REDEVELOPMENT APPROVAL REQUIRED: IV 1 5- V S -- cr a. ui / •1"A I LU • I - - - l Wi U LANDSCAPE PLAN COMMENTS: i r' V ___________________ ENVIRONMENTAL REQyIRED ---------------- a 'S ADDITIOIAL COMMENTS____________ OK TO ISSUE DATE OK TO FIAL DATE fill ENGINEERINGT7*LEGAL_DESCRIPTION_VERIFIED' A_P_N__CHECKED? i/i/A- •51 PFF I PARK IN' LIEU • / /___•- ____•.-. ______••-V.V - _•• -Nil R 0 IMPROVEMENTS'. Isr E.D.U:-t/7 •_ ,: -j" V • - V • . SEWER: /ç-7 - . p - • V • OI V S • •V V V LATERAL S-7 DRIVEWAY L/ __ 'S7I'_ GRADING PERMIT:' '" ç - LU • S_- _ V ____ J __-S DRAINAGE.:- C3 _S7 -)(___4Mi)G. EASEMENTS: 4r'j ADthTION COMMENTS E OUj '00000 C V 11 OK TO ISSUE DATE: V V V ENGINERING INSPECTION ,REQUIRED: V V '.---:'. V • -5--- - S - - PUBLIC WORKS INSPECTOR i IS" FINAL OK -1\ DATE 3 Ii1J IF THIS ITEM IS JLQHECKED BUILDING DEPARThENT WILL MAKE1ALL INSPECTIONS • V V • :N, (DRIVEWAYS CURB CUT, DRAINAGE, ETC.) 1fI •• 4 4 5' ks''.' :' VS - • : V V JOB / ,4i. varg r SOWARDS ENGINEERING SHEET NO.___________________ OF_______________ P. 0. Box 517 ., SOLANA BEACH, CALIFORNIA 92075 CALCULATED BY_''_• DATE_______________ SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 JOB SHEET NO. 2 OF CALCULATED BY . DATE i/OZ '44 CHECKED BY DATE 47Lii P100 M, (/i. SOWARDS ENGINEERING . SHEET NO. _5 OF - P.O. Box 517 / SOLANA BEACH, CALIFORNIA 92075 CALCULATED BY_f2 DATE_______________ CHECKED BY DATE SCALE A) IZ'( rP+ /57/ /r /, J / / /C5 A 1v iZ '-4 - !444 P/: 4-z 5/ t.4 i4mm p/ '79 V 37?4 - +/ 2'- frf o3r'- 'I. ç4(. . . . . A P.a4 awl. JOB SOWARDS ENGINEERING SHEET NO.__________________ OF______________ P.O. Box 517 . I I SOLANA BEACH. CALIFORNIA 92075 CALCULATED BY___________________ DATE_'- '-/ CHECKED BY DATE SCALE c? LU 2p1' I _ &378/—# S V Ar -S.- ..........................................................................................................................................................................................................,,__ ...... .. ..... ......S ............... ............... . .... ... ..... ... ....... .. ........... ... +10' 37G - - 1 1'.ci:r /i q7 -k--- - - - , - r S S .. S .. ... - .......................... -......................... .."' ~r-2 -••-••4'z .......................................................................................................................................-... f44( - A-r z. SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE S OIUL SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 JOB ..G SHEET NO. C CALCULATED BY_________________________ DATE CHECKED BY DATE SCALE Pc Ml ma JOB_______________________________ SOWARDS ENGINEERING SHEET NO. _7 OF______________ P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 CALCULATED BY__________________ DATE________________ CHECKED BY DATE SCALE_____________________________________________________________ itm 0147L. SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 .108 SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE PMC !!x/ hic. GMt Mm aiu JOB________________________________ SOWARDS ENGINEERING SHEET NO ________________ OF____________ P.O. Box 517 SOLANA BEACH, CALIFORNIA 92075. . CALCULATED BY__________________ DATE _ CHECKED BY___________________________ DATE GVM Mm 0147L U li - ________________________________________________ SOWARDS ENGINEERING SHEETNO. OF______________ P.O. Box 517 SOLANA BEACH, CALIFORNIA 92075 CALCULATED BY__________________ DATE________________ CHECKED BY DATE SCALE I PIXTI fri. QVa it= oU SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 JOB SHEET NO. OF CALCULATED BY________________________ DATE CHECKED BY DATE SCALE PXTI 71rc. aim. - . A•• ', '4 SHEAR WALL A-BOLTS AT SILL' BLOCK AULOW. FOR, SHEAR ON ONE SIDE .' NAILING 0/c NAILING o/c SHEAR NAILING MARK MATERIAL • EDGE ' 04c- - Bottom of wall Top of wall A 1/21". Gypbd • 5d-CN@7" . 1/2"OxlO"@148"o/c 16d @16" - 16d •@ 8" 100#/ft B 5/8" Gypbd(bIk'd) 6d-CN@4" . 112"OxlO"@48"o/c . ' 16d @ 8" A35 @ 24" 175#/ft - 'C 3/8" Struct. I Ply'. 8d @4" 5/8"0x10"@48"o/c 16d @ 4" ' • - A35 @ 16" 360#/ft 0 1/2" Struct 'I Ply. lOd @3" 51811 0x1011 @24"0lc 2-16d @4" A35 @ 10" 683#Ift ExtE Stucco 7/811 /Weld'. wire No;iiga.x'U!g. x7/16"Ad. N 1/2"Ox1i" @48" 0/c 180#/ftPlaster 16d@ 8' 16d @8". - F 1/2" Gypbd.(blk'd)' 5c1 CN@4" 1/2"Ox1011@4811o/ç , 1 6d @ 8" , ' 16d @,8" 150#-/ft H.' '.-• ,-"' • . ' . '.y 4 • JOB_____________________________________ SOWARDS ENGINEERING SHEET NO. OF_____________ P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 CALCULATED BY___________________ DATE_________________ CHECKED BY DATE SCALE______________________________________________ ArT?11'k( O/?I 5- JOB SOWARDS ENGINEERING SHEET NO.________________ OF____________ P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 CALCULATED BY___________________ DATE_________________ CHECKED BY DATE SCALE PTOIi It= OIUL / JOB- SOWARDS ENGINEERING SHEET NO.- OF_____________ P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 -CALCULATED BY : DATE________________ CHECKED BY OATE._- - SCALE PROOt2G4.IIm. C,tm,. Mm 01411. - - . - ' JOB j4-,cics SOWARDS ENGINEERING SHEET NO. OF_ P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 CALCULATED BY_______ DATE. CHECKED BY___________ DATE. SCALE__________________ P.CT1.I M 01411. JOB SOWARDS ENGINEERING SHEET NO. ____OF P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 CALCULATED BY__________________ DATE________________ CHECKED BY DATE SCALE OIUL DATE SOWARDS ENGINEERING P.O. Box 517 SOLANA BEACH, CALIFORNIA 92075' JOB SHEET NO. CALCULATED BY__________ CHECKED BY SCALE pRocLcr 204.1 /? Inc.. un,. 01472. , OF - -I 1. flATE I JOB__________ t- , ________________ SOWARDS ENGINEERING SHEETNO. P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 CALCULATED BY DATE CHECKED BY DATE SCALE t1 u (Alo Sp&ct'4 H /m7' -- - I4 747 Air' 'ou/s-)c8) ......... ............. ............ .............. ........ .... ... .......... .............. .............. .............. .. ......... ..... ....... ..... .... ...... ............. .............. .............. ............. ............ .............. .............. ........... ............. ............. ............. ............... ............ 7pa.. H................................................................................................................................................................. ......... ... .... -z t f''Ai-S 4-tii 17 U O2 - 4 g / - 7 44 7 pij' O 2 , / PROE.CT 204.1 /7i U. 71471 - SOWARDS ENGINEERING - P:O. Box 517 SOLANA BEACH, CALIFORNIA 92075 JOB- SHEET NO. OF CALCULATED BY, - - - DATE CHECKED BY - - DATE_ SCALE - PROXT O4-I E? Inc. G,,. M OIUI. SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 JOB SHEET NO. OF CALCULATED BY________________________ DATE______________________ CHECKED BY___________________________ DATE SCALE - 4 , L7ic I 4il - / #SOWARDS ENGINEERING 1 4 3 December 1983 8' - Jim Hicks 502 Hillock. Place .' ,r . • 5 I Encinitas, California 92024 - * Re: Limitd Site - investigation S. Proposed-residential building site for Jim Hicks -' Lot 18 Map 8302 1_a Costa Estates North, Càrsbad, California Dear Mr. Hicks:- In accordance with your request, a Limited-Site Inv 'estigation has been ' - • performed at the 'subject site. This report' has been prepared to record our' analysis of the site and our enqineering recommendations relative to the. proposed single family residential structure -presently contethplated for the. site. In order to accomplish this.'purposeya. representative of this firm.visited the site, reviewed the topography and site. conditions, and visually' and. . texturally classified' the surface and near surface' soils. •' From the field inspection,.- it' was determined' that the subject site slope's moderately to the, south. -. The surface 'soils were clayey topsoils to a depth of approximately four inches.: Thèsé' topsoils were underlain' by brown clays with rock which,'were considered.-' ' .tobehighly'expansive with respect to change -in volume with' changé-'in'' : ,moisture content. If these expansive soils are allowed to remain within the fina1 three feet below finish grad,e, special design of slabs .and footings 'will be: , required' tO prevent damage %to the proposed' structure'Jrom the effects of. 'the expansive soils. Precautions to. resist expansive soils are set forth. 'in -' the attached. Appendix AA. Grading on site should' be done in accordance. with Appendix 'AA. Any 'fill . areas more than one foot in depth' must be' tested 'to,, ins Lire that' the fill soils have been compacted to a minimum of 90 percent relative compaction A. safe allowable'soil'bearing: value of-'at leat 1000. pounds per square fot as-set- forth in the Uniform Building Code, Table 'No. 29-13, for` clay imixtures, may' ,be used in designing the proposed residential structure. ' *5' .527 NORTH HIGHWAY 101 • SUITE E .' SOLANA BEACH, CALIFORNIA 92075 • 619 / 461- BiB APPENDIX AA STANDARD SPECIFICATIONS FOR PLACEMENT OF COMPACTED FILLED GROUND 1. General Description. The objective is to obtain uniformity and adequate internal strength. in filled ground by proven engineering procedures and test s so that the proposed structures, may be safely, supported. The procedures include, the clearing and grubbing, removal of existing structures, preparation of land to, be Filled; filling of the land, the spreading, and. compaction of the filled areas to conform with the lines, grades, and slopes as shown on the accepted plans. The owner shall ernplo>i a qualified soils-engineer to inspect and test the filled ground as placed to verify the uniformity of compaction of Filled ground to the specified 90 percent of maximum dry density. The soils engineer shall cavise the owner and grading contractor immediately if any unsatisfactory conditions are observed to exist and shall have the authority to reject: the compacted filled ground until such time that corrective measures are taken necessary to comply with the specifications. It-shall be the sole responsibility of the grading contractor to achieve the specified degree of compaction 2 Clearing, Grubbing, and Preparing Areas to be Filled .- All brush, vegetation and any rubbish shall be removed, piled, anal ournea or orner- wise disposed of so as to leave the areas to be filled free of vegetation and debris. Any, soft, swampy or otherwise unsuitable areas shall be corrected by draining or removal, or both The natural ground which is determined to be sarisfacory For the support of the filled groun d d shall then be plowed or scarifieo to a epth of at least six inches (6"), and until the surface k free from ruts, hummocks, or othéruneven features which would tend to prevent uniform compaction by the equipment to be used (c) Where fills are made on hillsides or exposeci slope areas, greater than 10 percent, horizontal benches shall be cut into firm unoisturbed natural ground in order to provide both lateral and vertical stability. This is to provide ahorizontal base so that each layer is placed and compacted on a horizontal plane The initial bench at the toe of the fill shall be at least 10 Feet in width on firo undisturbed natural ground at 'the ele'va- non of the toe stake placed at the natural angle of repose or design slope The soils engineer shall determine the width and frequency of all succeeding benches which will vary with the soil conditions and the steepness of slope. 'APPEND I X AA -2- (d) After the natural ground has been prepared; it shall then be brought to the proper mos- ture content and compacted to not less than ninety percent of maximum density in accordance with A.S.T.M. D1557-70 method modified to use 30 blows of a 10 pound hammer falling from 18 inches on each of 3 layers in a 4" diameter cylindrical mold of a 1/30th cubic foot volume. Materials and Special Reouirements. The fill soils shall consist of select materials so graded that at least 40 percent of the material passes a No. 4 sieve. This may be obtained from the excavation of banks, borrow pits of any other approved sources and by mixing soils from one or more sources. The material uses shall be free from vegetable matter, and other de- ' leterious substances, and shall-not contain rocks or lumps of greater than 6 inches in diameter. If excessive vegetation, rocks, or soils with inadequate strength or other unac- ceptable physical characteristics are encountered, these shall be disposed of in waste areas as shwn on the plans or as directed by the soils engineer. If during grading operations, soils not encountered and tested in the preliminary investigation are found, tests on these soils shall be performed to determine their physicalcharacteistics. Any special treatment recommended in the preliminary or subsequent soil reports not covered herein shall become on addendum to these specifications. The testing and specifications for the compaction of subgrade, subbase, and base materials for roads,streets, highways, or other public property or rights-of-way -shall be indccordance with those of the governmental agency having jurisdiction. Placing, Spreading, and Compacting Fill Materials. (a) The suitable fill material shall be placed in layers which, when compacted; shall not exceed six inches (6"). Each layer shall be spread evenly and shall be thoroughly mixed during the spreading to insure uniformity of material and moisture in each layer. b) When the moisture content of the fill material is below that specified by the soils engin- eer, water shall be added until the moisture content is near optimum as specified by the soils engineer to assure thorough bonding during the compacting process. When the moisture content of the fill material is above that specified by the soils engineer, the fill material shall be aerated by blading and scan fying or other satis- factory methods until the moisture content is near optimum as specified by the soils engineer. After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to not less than ninety percent of maximum density in accordance w%ith A.S.T.M. D1557-70 modified as described in 2 (d) above. Compaction shall be accomplished with sheepsfoot rollers, multiple-wheel pneumatic-tired rollers, or other approved types of compaction equipment, such as vibratory equipment that is specially designed for certain soil types. Rollers shall be of such design that they willbe able APPENDIX AI , 3 to compact the fill material to the specified aensity. Rolling shall be accomplished while the ,fill material is at the specified moisture content. Rolling of each layer shall be continuous'over its entire area and the roller shall make sufficient trips to Insure that the desired density has been obtained The entire areas to be filled shall be compacted'. . Fill slopes shall be compacted by means of sheepsfoot rollers or, other suitable equi- ment. Compacting operations shall be continued until the slopes. dre 'stable but not too dense for planting and until there is no appreciable amount of loose soil on the slopes. Compacting of the slopes shall be accomplished by bdckroliing the slopes 'in' Increments of 3 to 5 feet in elevation gain or by other methods producing satisfactory results. Field density tests shall be taken by the soils engineer for approximately each foot in elevation gain after compaction, but not to exceed two feet in vertical height between tests. Field density tests may be taken at intervals of 6 inches in;elevation. gain If required by the soils engineer. The location of the tests in plan shall be so spaced to give the best possible coverage and shall be' taken no farther apart than ' - . 100 feet. Tests shall be taken on corner and terrace lots for each two feet In eleva- tion gain.' The soils engineer may take additional tests as considered necessary to check on the uniformity of compaction Where sheepsfoot rollers are used, the tests shall be taken in the compacted material below the disturbed surface No additional layers of fill shall be spread until the field density tests indicate that the specified density has been obtained., . . . . . (g) The fill operation shall be continued in six inch (6") compacted layers, as specified above, until the fill has been brought to the finished slopes and grades as shown on ' the-accepted plans. . , - , . . ••, 0 , 5 Inspection Sufficient inspection by the soils engineer shall be maintained during the fill- ing and compacting operations so that he can certify that the fill was constructed in accord- once with the accepted specifications 6. Seasonal Limits No fill material shall be placed, spread, or rolled if weather conditions increase the moisture, content above permissible limits. When the work is interrrupted by rain, fill operations shall not be resumed until field tests by the soils engineer indicate that the moisture content and density of the fill are as previously specified 7 All recommendations presented in the "Conclusions" section of the attached report are a part of these specifications I I COUNTY OF SAN DIEGO DEPARTMENT OF PLANNING AND LAND USE CODES DIVISION San Diego Office North County Office ' S 5201 Puffin Road; Suits 83 334 Via Vera Cruz : REURNTO: .. San Diego, CA 92123, San Marcos. CA 92069 '. 565-6920 741-4236-- Pro j ect Location 10- L4 AisJk(r tiA a.Name of Permittee 1 P4 1A c*A Grading Permit No P. ,2-94-0+ Pt4J AIo 'Z37-. I This.-report form' for a "minor" grading: project is to be-completed and signed by' the Registered Civil Engineer (or Architect); who. hasj been designated- on the Grading. Plan and. Permit as the Engineer who will furnish-' the' compaction report for work authorized by -a grading .permit issued by the Deportment of Planning and Land Use The intent of the format is to provide information to the Department of Planning and Land Use as to grading compliance with the approved Grading Plan and Permit Where the questions below refer to location configuration or quantity of cut and/or fill areas it is understood that your response will not normally be based' on an actual land survey or detailed earthwork quantity calculations. It' should be'.noted, however,. that the- Department is particularly-concerned where there are possible infractions with respect to over--,. steepened slopes encroachments of required setbacks uncompacted fills placed or where the quantity of fill placed differs substantially from that authorized -The Department- of;.Pl'annin 'and Land Use, requires. that'all'fills authârized by a Grading. Permit, be compacted to - - a minim=. of 90% of maxi== density with the exception that not more than 12' of uncompacted and untested fills may be dispersed over the land parcel The need tol compact all fills that are beyond the present limits of the present proposed construction is to insure that future proposed construction of room additions or swimming pools or, similar structures will not require that uncompacted fills be removed or recompacted or that extensive foundation work be installed - Compaction reports will not be accepted unless this form is completed and signed by the registered person Al COMPATIBILITY WITH GRADING PLAN AND PERMIT I Was the compacted fill placed only in the approximate locations designated on the grading Yes X ho plan as areas to be filled? - 2 Dad the quantity of fill material placed approximately conform to the grading plan? Yes_i 3 Did the toe of fill or the top of cut appear to meet the prescribed property line setback Yes' NO (1 5' for fill 3.00 for cuts)' IL, 4 Were the finished fill) slopes equal to-or-less than 2 horizontal to -1 vertical' Yes_ No S If, the fill material was obtained by cuts on the site, were the cuts made in the proper, Yes , No location and to the proper slope approximately, as shown on the approved grading plan' - 6..' Were brow ditches onstTucted approximately as shown on the grading plan? Yes, X' No B LOCATION AND AMOUNT OF COMPACTION TESTS 1., Have-you attached a. sketch. and. data showing:. the location and relative elevation for all YesX 'NO compaction tests? 0 • - 0 0 2 Was a compaction test made so that there is at least one test in each 2' thick lens of Yes No compacted material? I ......0 •. 0 0 ' 0 3. - As indicated by inspections', observations and compaction test results, was. the fill, ' . . YesK No O - excluding the top l..O, compacted to at least 90% of maxijnimidry density?'' - CQUALITY OF FILL COMPACTION OPERATION 1. Was, the areato' receive fill, properly prepared. in term'sof brush removal, benching, ' Yes ,. No wetting, removal of noncoanacted fill or debris' and' related items? ' ' 2.. Was all detrimentally expansive soil placed in the "fill' at. 3' 6r. more below finish grade? YesX No ' Have you attached a copy of your curve showing the re1at..onsh..p between ootilmlin moisture Yes No content and.maximun density? 4. has all, material used' as fill (earth,'rocks gravel)' smaller than 12? in site? '' ' Yes S. Are all areas of the fill suitable for support of trucrures' Yes XNO 6 Were ah e'usi,g tills on the site recompaced in accordance-with-the orovasions of the Ye's~.& No grading ordinance? DPL=3 ' R= V. 3-.9 . •' . . . S , , - DCN.1 . - V Name: .. V Sample Identification: V Date: Sheet Number:. COMPACTION blows on- each;. of . layern with - •lb hammer, •. -in drop.- .Cy'linde'_ diameter, (.ini.) . .. . 'Initial wt. of. soil, Wo (lbs.1) . he.igb.t (.'). •- : : " -' water content., wo, V volume,V(ft.,3jV . ___. _V ' ,V 1'' __wt.."of'solids;._Wso(1b8-.) V conat~autr 01, , ..." ": "i water, Wwo,(lbs'..). Specifio gravity of sohds, S V -. • V ...: ' .- :- . DATA. FOR CURVES V , •. . . V V SampleNo 1 2 3 4 5 6 Desired' water content. (0/o)' V t..e,ired wt'., of' water Ms. Y' , V.' V .: ' V V V : V V 'V Vol. of__water added (c.c..) V •of.cy.1:+-soil,,.Wm"('1bs')'..V . 05/ i3;g! Wo-______(ibs') q-.,4 3 0ç q_4'3s "-i aoi1,__.W_____':.(lbs.'.V' Average* water content, w (0/6) 13/.' .: Dr dens __Fm'_(dry)___(lbs___/f t 3) I/'2J7 .Voi&_ratio,'_'e' __•V - __ •,',, __V V V , ; 'V 'V , V .: Degree of saturation, G (0/0) Sat density, Fm' (sat Y'(4 ba /ft 3) water' content,,.., (sat)' (0/0). WATER : CONTENTS- .' V ,'•- : . ,,:' ' Sample' No'.._.- _. _V , . V , I , ' 5 . . Con'tainr No. Tare:+ wet. soil' 'V '(grams)' -' V. , 'iI/- +_ dry. '" ,V ,(grams):' _1,7 wt. of . watet..'VV"(grams-) tv V ,, ' ' _ (grams) Tare '. :, Wt. of dry lou ' ' (grams) Water content, w,, (0/0) ContainerNo. Tare +-.we.t soil ' , (grams) - -'-: ' V V•" . V V V + dry _"'',....(grams) - Wt. 'of water. . . (grams) Tare. -V V '(grams) -We'., of' dry soil -- ('grams) Water:conteñt,. w- . V (0/0.) . ' V , V ' '' V ' ' ma•uuu MWOMMEMMUM ommmmmummm mommommomm MOMMENOWME mmoommmmma mmmmmmmmmw MOMMAM momwim momm ---a mommmomm ----a-------a--- WET DENI1T tw- GUM ktffit OIUL * -. :•.'.. .., -. .......................- *i - . . - JOB SOWARDS1ENGINEERING SHEETNO.__________________ OF . P. 0. Box 517 . . . * SOLANA BEACH; CALIFORNIA 92075 CALCULATED BY_________________ DATE_______________ - . CHECKED BY DATE SCALE t3 FIELD DENSITY TEST - SAND CO.NE METHOD -Sand.-Cone.Apparatus No. Date of Te.t .-'Test No I Method of Compoction Test Location - Upp P-.- Type of Compactor . . . Area Represented. Number of Passes. •. .. Material. Inspector •• . . . . Layer Designation . I Thickness. V'o:I ume oU Test Hole . . h. Weight- of apparatus. fflledwith -sand. . . / . . . 7 gms. 2. Weight ofapporatusandremoiningsand. /.3/ 3 Weight: ol sandln hole, plate: and cone (Item-1 minus Item. 2)-, - ) gms. Weight of sand in cone and plate (Item 11 of Calibration data sheet) /51 gms. Weight,-,of-sand in hole (Item 3 minus Item 4) 7( 1 gms. Bulk density of sand (Item 86f calibration data sheet) / '37 gms/cc Volume of test hole (Item 5 - Item 6) Ii' ' cc We:s:t Density . . . . . .. Weight of moist soil From hole plus lore gms. Weight of tore,2 ' 9 gms. 10, Weight of moist soil (Item 81 minus Item 9)'..g4, 1 gms.. 11. WetDensity X 62.4 f77 % lb/cu. ft. Morsture Content and Dry Density tZ, Weight of wet sample plus tare 1-3011 Weight of dry sample plus tare ç, 4,U7L6 9 gms. Weight of water in sample 0 gms. Tore Number and Weight No... 0 gms., 1-6.r Weight of dry soil (Item 13 minus Item 15) 71 gms. 17. Moisture content (Item 14) X-, 1.00,; (Itern1.6) . . . . • . . . • • : . (item It) •.. : . . . 18. Dry Density (1.0 pi us, item 17) 11 . • :. • . lb/cu. ft. C o.m p actIon Dot. • • . • • 19... Maximum dry density From Procter Testi //f77 lb/cu. ft. 20. Optimum mn,sture content from Proctor Test /0 t 21.. Percent Compaction (I tern. 18 x I-00)..'? 3 (Item 19 . . • • . . . . 22. Specified minimum percent compaction C2% Remarks: . ILL IHois;u.s.A.. SOILTEST INCORPORATED 2205 LEE. STREET' •EVANSTONe . FIE LD DENSITY TEST - SAND CONE METHOD .. S'Ond--Conei Apparatus No... ._•D. of Te.t.__'/'23 I V Test No.. 2 Method-of Compaction-,. . . • Test Location. - Pc- Type:ofCompoctor .. Area Represented.. Number of Passes. Moteriol. Inspector . . . Layer Designation Thickness; Volume of Test Hole E. Wéight'of apparatus filled with sand 10' 3 / 4i 7c'' '' gms.: 2... Weight oiopporatus;and:remoingsond. £.ft? . c4 z- 3.. Weight ofsondin hole,, plate nd,- cone (Item' 1.'minus. Item2) 2- 3 gms. Weight of sand in cone and pte (Item 11 of Calibration data sheet) / 1 gms. Weight of sand in hole (Item 3 minus Item 4) -0-7 gms. Bulk density of sand (Item 8 of calibration data sheet) / 7? gms/cc Volume of test hole (I teml 5 - Item 6) gç c Wes.t Den's:'i:ty .' . . • . . Weight of moist soil from hole plus tare 'Z.z4 I gms. Weight of tore C gms. Weight of moist soil (Item 8 minus Item 9) / I '5' I gms. Wet Densityj :1 X62.4 /17 !'Z'I lb/cu. Ft. Moisture Content and Dry Density I.L.Weight of wet sample plus tare gms. Weight of dry sample plus tare I'T • gms. .' Weightof Water. in.sample .......,., . : . '_gms'. 15-W:1 Tore Number and Weight No. gms. Weight of dry soii (I tem7 13 minus Item 15) - / gms. Moisture content (Item 14) (Item 11) Dry Density (1.0 plus Item 171 /I lb/cu. ft. Compaction Data Maximum dry density from Proctor Test. . /I'f77.. lb/cu. ft. Optimum mrlisture content from froctor Test Percent Compoctiàn (Item-, 18,' x' 10) . . . . . . . . 49. 5 .. (Item 19 specified minimum percent compaction % Remarks:.. OCN-ZA SOILTEST INCORPORATED; .. 2205 LEE STREET' . EVANSTON1 ILLINOIS, U..5.A. FIELD DENSITY TEST — SAND CONE. METHOD Sand Cone Apparatus No. Dote of Te.t -17—/4 Test No Method of Compaction . Test Location — Type of Compactor. . Area-Represented . Number, ofPasses.. Material. _________________________ Inspector Layer Designotior Thkkness._____________________________ V al; urn e of Tes t H ol e 1... Weightofapparatusfllled with-sand . . . ig- . gms. Weght ofopparatus and remai&ngsond . .3. t. gms Weight of sand in hole, plote Pndr cone (Item 1 minus Item 2) 171' / gms. Weight of sand in cone and plate (Ftemo 11 of Calibration data. sheet)_/ /S gms. 5,, Weight of sand in hole (Item 3 minus Item 4) t.4 gms. 6. Bulk density of sand (Item 8 of calibration data sheet) I' gms/cc . 7.. Volume- of test: hole- (Item: -5 item- 6): . . . . 2411 7 cc West Density Weight of moist soil from hole pius tare gms. Weight. of tare -. 10.. Weight of'moist- soil: (item-S' minus Item 9) . . . I 2-1/i ?' . gms.. Item 10 . . . 11 • Wet Density Item 7 X 62.4 I 2-i' ' lb/cu. ft. Moisture Content and Dry Density 11'21.*.Weight of wet sample plus tare' i2. gms. Weight of dry sample plus tore 412- / gms. Weight of water in sample 'H' d gms. Tare Number and Weight No, grin. Weight of dry soil (Item 13 minus Item15) - +03.4 — grns. Moisture content (Item 14) X 100 1'Z t (Item 16) (item 11) Dry Density (.,,:_.0,plus Item 17) 1 I' lb/cu. ft. Compaction'. D:ata. Maximum dry density from Proctor Test // T Z lb/cu. ft. Qptmumsmnisture-'cpntent from: Proctor Test- /O- Percent Compaction 0t 18 X 100) T4 Sr -- (Item 19 - . - 22. Specified minimum' percent compaction . • 10 %• Remarks:- • . . - • • - -. DCNe2* • SOILTEST INCORPORATED:, 2205. LEE STREET I EVANSTOH ILLINOIS, U.S.A. HELD 'D,E,NSIT:Y TEST - SAND CONE' METHOD Sand Cone Apparatus No. Dote of ,Test Test No. 4 MethodoiCompoction''. Test Location - Type' 'of Compactor, Area Represented /7_" Number of Passes Material Inspector Layer Designation'- Thickness V:olum'e of Test- Hole V 1'.. Weight of apparatus. filled- wi.thsand 3 '?L 2 gms. 2. Weight- of, apparatus. arid .remaining sand 1 -7,? / 7 gms.. 3., 'Weig ht. of sand 'nhole, ploteond. cone: (Item. 1 minus. Item 2) 2 gms. 4... Weightof sand in-cone andpIate.(ltm'11 of Calibration data sheet) /!' .gms.. Weight of sand in hole (Item 3 minus Item 4) — 5 . gms. Sulk density of sand (Item 8 of calibration data sheet) /___3'77 gms/cc Volume of test hole.. (Item 5 +' item 6) •. .' .. CC' West _Density' Weight of moist soil from hole plus Pare 0 gms. Weight: of tare . V . .V Zo. 0 V . 10; _•gms ltem Wéightafmoist:soit (Item8:mnus Item 9) V 10 .•.q.gg.c ii. Wet Density X 62.4 lb/cu. Ft. Moisture_Content_and___Dry_Density Weight of wet sample plus tare _ r gms. Weight of dry sample plus tore.. 14.. Wèight.oFwaterinsompie. V 'H . V V V 'SJ . gms.. V V 15... Time Number and Weight No:. •V V V 12,042. 'gms Weight of dry soil (Item 13 minus Item 15) -_130 __ gms. Moisture content (Item14) X 100 (Item 16 Otem 11). Dry Density (1.0 plus ftern 17i.lb/cu. ft. Corn p a c: t:_.on'D' Ct 0 19.. Maximum' dry density from, Proctor Test-, . V ./1 1 __lb/au. ft..' 20... Optimum, mnsture content' from, Proctor Test. V V 21. Percent Compaction (I tem. 18 X 100) (Item 19 V 22.. Specified minimum percent: compaction Remarks: V V OCN-2A . $ftff5r INCORPORATED . 7205 LEE STREET • EVAHSTD4 lL.L.lP1OiS U.S.A... FIELD DENSITY TEST - SAND CONE METHOD Send Cone Apparatus No Dote of Te..t _________________ Test No Method of Càmpocton . Test Location - Type' of Compactor . . Area Represente.d Number of' Passes. . Material. Inspector . . Layer Designation' Thickness.____________________________ V o.Iu me of. I e s t' HO le . 1.. Weightoi apparatus flhledwth' sand . . . 2. Weight: of apparatus and remaining sand, . .-____________ 3• Wei ght:ofsondin..hole, plate and cone (Item I minus Item: 2) grin.. Weight of sand in cone and plate (Item 1:J, 1 of Calibration data sheet) 1'I~ gms. Weight of sand in hole (Item 3 minus Item 4) - 77 gms. Bulk density of sand (Item 8 of calibration data sheet) /.37f gms/cc Volume of test hole (Item 5 - Item 6) 57014_7 cc West_Density Weight of moist soil from hole plus tare - __91. 7. 4-gms Weight of tare Q gms. Weight of moist soil (Item 8 minus Item 9) 1!. Wet Density X 62.4 /22.' lb/cu. fttem.. Moisture_Content_and_Dry__Density Weight of wet sample plus tore-,'.2 532; Lgms. Weight of dry sample plus tare 0 gms. Weight of water in sample - _S_gms. Tare Number and'Weight No.. . . . .T9.O gms.. 16*1 Weight of dry soil (Item 13 minus Item 15) 4'1-'_ gms. 17.. Moisture content (I tern 14) x ico (Item 16) IS. 11) Dry Density (1.0 plus (Item Item 17) lb/cu. ft. Com'p.aet;.onData. . Maximum dry density from Proctor Test. .' .• R _?'Z lb/cu., ft.. Optimum moisture. content fromProctàr Test . •. 21.. Percent"Córnpacton . (Item_18 x 100)' . . . (Item 1.9 22... Specified -minimum percent compaction- . . Remarks: . . . . . . . OCH-ZA ØILTEST INCORPORATED .. 22Os. LEE'STREET... EVANSTON,, ILLINOIS 1 U.S.A. - 4/14 /80 ..-.James M. & Pamela Hicks 7316 El Fuerte St. ISTRICT Carlsbad, CA 92008 ICE •,.. Owner's Name 50. ")'''. ' ' Phone No. Mailing Address Service Address: - 24*tji Tract Description: i 18, Estatesorth Assessor's Parcel No. ,,ç -.ig'/_. /1 Type of Building single family No. Units i Connection Fee'$ioo.op' Lateral Size: 4" - 6" 8" - Saddle - Easement Connection .Jpre-pd 200.00) Extra Footage: @ $________ Extra Depth: @ $ 1300.00 Lateral Fee Amount Rec'd .$IC)CC Prorated Sewer Ck. No/Cash Service Fee Date 7-29-8 Total $1500.00 Rec'd By The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service lateral is required, it will be installed by the Leucadia. County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of *the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at-his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, -MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED.. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if 'service actually commences on a different date. For. succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated.' / PoL'01CLIn/u, e- - I/Wb4t/,Q~q _____ Owners Signature Datd Account No