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HomeMy WebLinkAbout2418 UNICORNIO ST; ; 83-126; PermitUI z 0 ~ a: ~ 0 Ill 0 C I[ 0 IIC Ill a .,J '5 I Ill z 3 0 z 0 s z Ill IL :IE 0 0 UI a: Ill l 0 3 ~ I hereby affirm that I am licensed under ~visions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is In full force .l!!,d. '!_fJect. /2 lie No ~ 1_ Class -£L. I hereby affirm 1hal I am exemo1. from the COntrac· ton Lanse Law for !he fo!lowong reason (Sec 7031.5 Business and Professions Code. Arty City Of county which re-quires a perm,, to COf_lstruct, aller, improve, demolish. or repair any struclure, pnor to Its iss_uance also rsqu,res the ap. phcanl tor such permlt to tile a stgned stale,nenl that he is licensed pursuanl to Iha provistOns of the ContractOf' s Ueense Law (Chapler 9 commenting .. ,th Sectillll 7000 of OtviSIOn 3 al the Bus,ness and Professions Coae) o, that is ex· empt lherelrom and the basts for the alleged exempllon. Any v,olalion of Sect,on 7031.5 by an apphcant to, a permit sub- jects the applicant to a CIVll penalty of not more Ulan r.,. hun· dred dollars ($500) D I, as owner of the property, o, my employees w>th wages as their SOie co,npensat,on. Will do the work. and the struc-ture ,s not intended or ottered for sale (Sec 7044, Business and Professlons Code The Contractor's License Law does not apply 10 an owner of property who builds or improves thereon and who does such work htmsett or through his own empk>yees. provided th.al such improvements are not intend- ed or ottered for sale If. howOYer, the bulld,ng or imprOYe-ment Is so6d within one year o1 completion, the owner-bWlder will have the burden 01 proving that he did not build or im-prove for the purpose of sale) O I, as owner of the property, am eJtclusiyely contracting with Jieensed contr>ctors to construct the projecl (Sec 70◄4 Business and Protess10ns Code. The Contractor's Ucense Law does not apply 10 an owner ot property who builds or Im· proves thereon, and who contracts for each pro,ects with a contract0<(s) ltcense pursuant to the Contractor's license Law). D As a homeowner f am improving my home. and the tollOW· Ing conditions exist. 1. The work Is being pertormed prior to sale. 2. I have hVed in my home for twelve months 3. rt: =p~:~of 11:i~ =~phon during the last three years. D lamexemptunderSec. ______ ,B&P.C. for this reason D I hereby afhrm that I ha"Ve a cert1f1ca1e of consent to self.insure. or a cert1f1cate ol Workers· Compensation Insurance. or a cert1f1ed copy thereof (Sec 3800. Labor Code) POLICYNO __ COMPANY • Copy IS hied With the city □ Certified CoPY IS hereby fun CEATIFICATl OF EXEMI _ _ WORKERS' COMPENSATIOII INSUAANCE (This sect,on need l'fot be comp~ted 1f 1ne permtt 15 tor one hundred <Soll~ ($100) Of less) 0 I certify that in the performance ot the wo~ t01 which this pemut 1s issued. I Shall not emptoy any person ,n any manner so as to become subJect to the Wortters Compensation Laws of Cahtom1a NOTICE TO APPLICANT If. after makIn~ lh,s Cen, hcate of Exemption. you shoold become sub1ec1 M lhe Workers· Compensation provisions ot the Labo< Code you must forthwith comply w1lh such provisions °' !his permit shall be deemed revoked ~ USE BALL POINT PEN ONLY & PRESS HARD • ··---·····--APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. ---··--·------ ' I' CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 1200 Elm, Carlsbad, California 92008-1989 (619) 438-5525 JOB AOORESS /h, /c n IL Ali o A~;.T·1 D~[UyATIONI r BVS~SE# 1tiu~;3 PERMIT NUMBER ~t/-J fl ~, 1-vlo OWNER'S NAME ffi 13/3f~w;;;s;ONE CONTRACTOR ' ( CONl AACTOAS PHONE • ZONE !Z,.:£.,. -F • £. 11/. ~~~-l~u-ft/ J.-CJG Sf./ OWNEi'f'S MAIL NG ADDR!SS , ;¾-z::rLL CONTRACTOR'S ADDRESS LICENSE NO. PLAN 1.0. # BLOG USE CODE r91/t LL __ .~ ~ ~irt1 A --~~ Jf'.,).tJ6 7 L;c BLOCK I SUBD•vIs10N I ASSESSOR PARCEL NO. D DESIGNER . , LICENSE " STANDARD PLAN# BU~~/7S0r:;;GE 21'7-1. f'l7-tJ3'-0 -OESCA1PTION OF WORK f,,' n.. _,-,,6 ~,_ -/ ~ --DESIGNER'S ADDRESS -DESIGNER'S PHONE , SEA-~--· . F/P ~;a:· NO r-~ ED/ vO NO ~ES CENSUS TRACT I GP LAND use I Pt 7c/ACE I AES/NITS l GRADING ~EAMIT ISSUED I REDEVELOPMENT tRJ OCC LOAD FIRE SPR 1i/Oil 89 lii'1 u!Ju~u3 AREA , Q QF,. ~JJ ~il:1 i{h9n9 t~~11ed L, ! 3" • U :! y D ND v0 N)( v 0 N~ I ~!!!.--3-QTY. PLUMBING PERMIT · ISSUE ~Y. MECHANICAL PERMIT -ISSUE SUMMARY/ACCOUNT NUMBER ./ .,,., ---J I? EACH FIXTURE TRAP , ~"'l--.Jo v ~INSTALL FURN. DUCTS i.JP TO 100.000 BTU 'A.-BUILDING PERMIT 01·00-00-8220 IA.JO \J r. • J EACH BUILDING SEWER -t, '.rz; OVER 100,000 BTU V SIGN PERMIT 01 ·00·00·8221 ~ ~ -, J EACH WATER HEATER ANO/OR VENT "~~ BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 01 ·00-00-8806 '-,~ ~,,:', b.J- / EACH GAS SYSTEM 1 TO 4 OUTLETS -:t-J",: BOILER/COMPRESSOR 3-15 HP TOTAL PLUMBING 01-00-00·8222 .. ,I. 4" t'J I EACH GAS SYSTEM 5 0 R MO RE METAL FIREPLACE ELECTRICAL 01-00-00-8223 .. r:.,-~ -.. EACH INSTAl .. ALTER. REPAIR WATER PIPE y_ VENT FAN SINGLE DUCT .Y-, -MECHANICAL 01-00-00-8224 Zr -EACH VACUUM BREAKER MECH EXHAUST -HOOO/OUCTS MOBILEHOME 01 ·00-00-8225 WATER SOFTNER RELOCATION OF EA FURNACE/HEATER MOBILEHDME PARK INSP EACH ROOF DRAIN (INSIDE) SOLAR 01-00·00-R??~ TOTJ;L MECHANICAL STRONG MOTION 80-92-33-0519 I~. IJ~ -· 1-J~ -I ...s I .Jt:, -TOTAL PLUMBING FIRE SPRINKLERS 01-00-00-8227 ~ QTY. SOLAR • ISSUE PUBLIC FACILITIES FEE 32·00-00-8923 QT,Y. ELECTRICAL PERMIT· ISSUE BRIDGE FEE NEW CONST EA AMP'SWTIBKR 'l-DU .. (b -COLLECTORS SCHOOL FEE • DISTRICT 3 PH STORAGE TANKS -. , -1 PH .. -Carlsbad 80·92·21-0519 EXIST BLDG EA AMP/SWT/BKR ROCK STORAGE ).' Encinitas 80·92-22-0519 1 PH 3 PH PUMP ./ ., J San Oieguito 80·92-23-0519 REMODEL/ALTER PER CIRCUIT PLAN CHECK FEE /1 1.r 1V / • ' San Marcos 80·92-24-0519 TEMP POLE 200 AMPS ,. ' Ill/~ ,,,,. / ~ ------·--~ I I''//'" Cf'"\I _-, OVER 200 AMPS / . -$ L -,,..J, -. ---i V / -r .,.12.. ~ ~ a'S r,-I ;1::Jq ~ l.J...r ► TEMP OCCUPANCY (30 DAYS) •' ' "' ' .. ------ ,/ u \ ' . TOTAL ELECTRICAL '~-'-j '-h.(3.4'.~ ~17.---iuTAL SOLAR TOTAL FEES PAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION ANO PERMIT" ANO 00 HEREBY ElCp,rat,on Every permit iaaued by the Bu tiffing Official under lhe prov1t1ons of this * AN OSHA PVWIT IS RE0U1AED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall exp,re by fimrllt1on 111d become null and vo,d It the bu1ld1n9 or work 5• O" DEEP ANO DEMOLITION OR COHSTRUCTIOt>I OF DECLARATIONS ARE TRUE AND CORRE.CT ANO I FURTHER CERTIFY ANO AGREE IF A PERMIT IS authOftZed by such per-mil is not commenced w1th1n 180 days from the date of such [ D I hereby affum lhal lhere 1s a cons1ruct.on ' ffi lendll'lg agency IOf 11'\e perl0<mance ot lt\e wor11 to, 0 wruch tn,s permit 1s issued (Sec 3097 C1v1I Code) STAUCT\JRES OVER 3 STORIES IN HEIGHT perm,t, o, •f the build1~0, wOtlt aulho,1zed by auch permit 11 suspended or / ISSUED: TO COMPLY WITH ALL CITY, COUNTY ANO STATE LAWS GOVERNING BUILDING CON-abandoned at any time the -II com...-for • oenod ot 180 "•-" II A ~ STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. f ALSO AGREE TO SAVE INDEMNIFY ANO . OWNER O CONTRACTORT::?i APPA~]y ,\Q/V,d- , DAJW~:r l<EEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS ANO ~APPLICANTS SIGN~TUR 1f EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE ~ • • _JJ GRANTING OF THIS PERMIT. ~ ~. , ~·BYPHONE C; .6:.... .A 1 ........... -- ~ ~ ffi lender s Name 11 -' ~ Lender·s Address ___________ J -f 7 ~ u:: >, :u 0 0. E Ql t- i "O 0 (!) c ell g 0. 0. <I'. I .:a, - 0 rt) rt) Ql rt) rt) <I'. I 3: .Q Q) >- <ti rt) Ql 0 0 a: ell <ii 0 g Ql 0 C ell C u:: ~ C Ql ~ (!) 0 0 Ql 0. rt) C ~ L; ~ ~ INSPECTION TYPE 8-3---J~ DATE INSPECTOR .. , ..... -.,-,-\,.. \ , ...,----:--\ "-\ ·\ BUILDING FOUNDATION ~ " REINFORCED STEEL FIELD INSPECTION RECORD ,,.@, REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES ,..,_ .... ~ MASONRY 5-·~ INSPECTION GUNITE QR GROUT SOILS COMPLIANCE FLOOR & CEILING SUB FRAME 1 PRIOR TO I REO IF I INSPECTORS CHECKED APPROVAL DATE fl> Aur 7iE'-.dl}l#J St,Ai& u.sGP, ~ -_ -. __ I f§j ..<--r~LH..r~IJ Fm£ MAN·A~ ~-~ ·,; • ~ --. , .-• SHEATHING FOUNDATION INSP FRAME STRUCTURAL CONCRETE ~li!ll~~_Mi,:_~~111&,i!!~LJ,:U~;__:. OVER 2000 PSI EXTERIOR LA TH l""P"PRRIE~s:'i'TRRE~S;;;S"'E=;:,D-------l---+----_jL _ _J INTERIOR LATH & DRYWALL ig.,1_~~ PLUMBING SEWER AND BL/CO .(.b. IAl,P. ~ I " CONCRETE POST TENSIONED CONCRETE ~ f'IELb WELDING HIGH STRENGTH PLUMBING UNDERGROUND I BOLTS .. PLUMBING TOP OUT SPECIAL MASONRY-. TUB AND SHOWER PAN A/tJ /pf. . ~ GAS TEST I l_ ...... ~J If' PILES CAISSONS ELECTRICAL TEMPORARY POWER ......... -........ -~ ..... ~ 6 _,,_.~_._.,,.,,~ ...... r- ~ - ·-' ,.;:;---"'"'• -...... . \ I I I 1 ~-------"··· 1 -t;,-·' ·..S·. ,_ __ nvvun <:.<-i:.v, n,v ,,,.,.. • r ~ I I • "-• \ ·.\_ ..... ~ -· ~ ... ' .. j \,. ELECTRIC SERVICE I / -- BONDING •_ r-... .,_ .. \"'\ • .,., ' ... r, i= I _ SMOKE DETECTOR 1·":· \ \ , I I I j ,,. ,-~-~· ! • "l,·••j,lf 'Oi ' .~~-: ,:·; ~ .~ =-I • I •.t.. • -• -l ~,-... -r-~ •.-.,~•; ~· ·"" MECHANICAL . , , , ".~ ,•::: ~ 1.:-:: :: ; ... ... ,~ ,, .. -.. DUCT & PLEM., REF. PIPING i---------t---1-----r--7 ""' \. .;;5 '± , -~- ' HEAT -AIR COND. -SOLAR SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. JOB SITE FINAL PLUMBING ELECTRICAL MECHANICAL ~· ··\·-~-_,,· GAS \ ' . .. \ . l . BUILDING ' . SPECIAL CONDITIONS -.••r--,°> CERT OF OCCUPANCY ISSUED ,____,,,,-1 ' I I I I I I ..... 11 '"'-·1 " I I t • ., r ...... ~ ~ 1 ··- I I -~, -~· .. -,. ,., -. • ·.1 t ....... ,f "-' ' ,_ -. .tf =- City of Carlsbad I • 1200 ELM, CARLSBAD, CA 92008 • TEL. (714) 438-5525 r T 1/ LJ )//,~Z..' <z,,y., _ _...__ --Job ' Address I ,,. Owner .. ,., 1' _LL./ tlL~.,,. Malling ,j~ LL~ N Address U,J City r I Zip t" Tel. l .... ,:J ~;,--7? ,~ ,· - Contractor ~/ tl,;,7£.. -' ~-~ Address -;, f II ~-----~ , I Zip Tel. City ~/ ~ 'hf~ , ,.1 -/J,' p // State Lie. 9 City S. Classlf. '7 14 ~ Lie. No. COMPLETE FOR PLAN CHECK ONLY LEGAL 0ESCRIPTION ~ /j'~ / ~ /.-.* /Jh,L / - V/.~./ A,. / //1.&d ::?,,. ~ ff(/;,J ., ASSESSORS PARCEL NO ,7 /T-2 J-O-/J? . DESCRIPTION OF WORK (7 .A.."/ 5-,AJ,_./ ; / :I~-.. f' /1-.,.)' ? ,B,,Y£ ~ ~- /'Yd/) .A --- r' ✓ PLAN ID NO. P~-1,2L - DESIGNER ADDRESS ,. r,~ ,',.,h.,~ PHONE v'l2 t? £9'~ CONTACT PERSON /_ of.'/ ,.,a/=~ (J'q 2 I'/ t: ~ "/ f/,.J;--/ t:/L,J~ate Signature of Applicant ~1h1 , .... MISCELLANEOUS RECEIPT MISCELLANEOUS FEE RECEIPT □ • PLAN CHECK FEE □ VALUATION /7/, 3~tl □ DEMOLITION □ HOUSE MOVING □ PARKS AND RECREATION FEE □ PUBLIC FACILITIES FEE □ SCHOOL FEE • DISTRICT □ Carlsbad □ Encinitas --~ □ San Diego □ San Marcos n n r,. n n n n n □ □ □ □ □ , tf .. 1 - I /I i--· ___,,, I ......... - I . . TOTAL FEE $ .,,~if~' ./ -. •WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED, FEE ARE FORFEITED TO THE CITY. COMMENTS: , ~ White -Applicant Yellow -File Pink -(1) Finance (2) Data Process Gold -Assessor f I PROFESSIONAL REGISTERED INSPECTiONS. 1NC PHONE 292-0GG0 "?895 C,"'.lnvoy c.uurL, !>J" a eye. Cd.,f orn,d 92111 INSPECTIONS • TESTING • ENGINE:U11NG TEST REPORT JOB NO. 3189 --=-=======--========~~=:=;~~~'--'~-=-====-=:=~===::==_;;;::===~--=- JOB Johnson Re~idence _____ _;;..;a...;....;.~.;.;.......;..;;.;~....;;;,,;.;.~---------------------------- AO ORES S ___ ,_2_4_18_U_n_i_c_o_r_n_i_o ___________ PHONE _______________ _ OWNER _____________________ CONTRACTOR _l_~_it_h_e_r_a_l_l_C_o_n_~_t_r_u_c_t_i_o_n __ CLIENT _____ M_a_r_k_W_i _t_he_r_a_l_l ___________ ENGi NEER ___ J_e_rn_l_l_l ________ _ ARCHITECT ___ M_a_r_k_W_i_t_h_e_ra_l l __________ _ BLOG. AUTH. __ c_i_t_y_. o_f _c_a_r_l_s_b_a_d ____ _ INSPECTOR FIELD SAMPLE OF: Concrete PERMIT NO. LOCATION OF SPEC1fl,1EN IN JOB OR STRUCTURE: PLAN FILE Slab MIX NO. ____ 1_5 _________________ MAOE BY ___ s_c_u_l_t_ho_r_p_e _______ _ 6 511 PROPOATIONS ___ S_K _______________ SLUMP _______________ _ ADMIXTURE ___ Po_zz ________________ DATE MADE __ 5_-_l_l_-8_3 _________ _ TYPE OF CEMENT I/ I I DATE RECEIVED 5-l 2-83 -------------------......------------ 00 NC. SUPPLIER _E_s_c_o_n_d_i_d_oR_e_a_d_y_M_i_x ________ SOURCE OF ROCK TICKET NO. 60766 AGE TESTED DAYS ·SPECIMEN MARKINGS DATE TESTED AREA -SO. IN. UL Tl MATE LOAD -LBS. UNIT STRESS -PSI SPECI F-IED STRENGTH AT 28 DAYS PSI OISTP.'BUTION: Mark Wi thera 11 City of Carlsbad Jem 111 INSPECTOR SIGN LABORATORY TEST DAT A 7 DAYS 14 DAYS 42689 42690 5-18-83 5-25-83 28.28 28.28 75000 89000 .1/) e,r/f- 2650 31 45 28 DAYS DAYS 42691 6-8-83 28 28 113000 199'i ~, I 3000 1ECEIVED JUN 1 O 1983 CITY OF CARLSBAD Buildin~ Dc'>~rtr:i~n: J //4/2'/4'-, PROFESSIONAL REGISTERED INSPECTIONS, INC. /1:S~!:> Co11voy Cuun !>Jn U111\IU. Cdllfur llld 92111 Phont1 292-0660 'INSPECTORS WEEKLY REPORT 3189 COvtHIN l, WURK PtRFO AMED WHl t H Rt(JU lllt:D APPROVAL av ' TH1t ~PE.C:IAL INSPEC TOR OF JOB A 0Pf~C.SS XI R EI NFORC.l D' O NI Ht Tt I P RE.·!i'!Rt~SElJ CON,RLTt I REINF ORCED MA SONRY 24 18 Unicornio, La Costa OWNi:.R O H Pf.lOJE C T N AME Johnson Reside nce No. t11k~'VtlK l NLilNl, t >r .. May U, 1.983 ', 1 H Ut I ~I I t l A•.>')t M Bt ( r,1ut: LAM f-Af:tRIC ATION t~L 1NF-OH1 t,f) GtP5t1M I O I HEH 1 PtLf O~IVINl, ;~~ ;~, s'a9if~} ~ .. .,~, H , J _ , .. ,~,_. _· " ~-~.~M Bl .. AHLHI fE..C T --· -··-- Mark \~i theral l r-~--:-:-=-,:----::-:---:----------.---.,,....------.----------+---:-·--c-:-:-::------------------------CONST R. MAT "L.. ( T VPE, GR AOE, t.1 C.) DESIGN STRENGTH SOUR C E O R MF~,;,. ENlilNLt:::A INSP'N. DA Tl; 5-11 Concrete 3000 ps i Escon J em 111 GE.NE. f<I AL CON t R AC 1 0 H 6 SK with pozz Witherall Construction CON T R. 00 ING REP OR l E. "0:-;;:;W-;:;0:-;R:;--:K;--------------~ Witherall Construction LA8 . RECEIVING • fl::.Sl ING CONSTR, MA f"l., S AM Pl t.~ Professional] Registered Inspect., Inc. LOCATIONS OF WORK INSPtCTtO, 1 EST SAMPLES TAKEN, WORK R E JECTED, JOB PROBLEM S, PROGRES!>, REM ARI<!>, t l C. INCl UDES INFORMATION A.Bou·, -AMOUNTS OF MATERIAL P L A C ED O R WORK PERf-.O RMEO: NUM BER, TYPE,• 10 LN T. ,,o ·c.;. O F TE$T SAMPLES l AKEN, S1 Rue T, CON NECTIO NS \WEL DS M•ot::. H,T. 80L T5 TORQUED• CH~CKED; Ere . Ob served placement of concrete in post tension slab and footings. and sand fill were in a moist condit ion during pl acement . CERTIFICATION OF COMPLIANCE Subgrade I her•bv c1trt1ty that I have inspected all of the above reported work. Unleu otherwise noted, I have found lhi1 work 10 comply with the Sup~rvl SO=.r-\---7';..::-i...c-~~ ~~-~A4~~~rq.~ CA RCI 697 approved plans, 1pecif1cation1, and applicable ..c:1ion1 of the pem· ing building laws. 5-11-83 so-84 -----·•-------GA * E (> "-._, IE 1,0 ~ I PROFESSIONAL REGISTERED INSPECTiONS. tNC PHOr..iE 292-0GG0 1NSPECT10NS • TES TING • ENG1NE:i:A1NG T EST REPORT JOB NO. 3 189 JOB ______ J_o_h_n_s_o_n_R_e_~_i_d~e_n_ce ______________________________ _ ADDRESS ____ 2_4_1_8_U_n_i_c_o_r_n_i o ____________ PHONE ________________ _ OWNER ______________________ CONTRACTOR _l_~_i_th_e_r_a_l_l_C_o_n_~_t_r_u_c_t_i o_n __ _ CLIENT _____ M_a_r_k_W_i_t_h_e_r_a_l_l ____________ ENGINEER ___ J_e_•m __ ll_l _________ _ ARCHITECT ___ M_a_r_k_W_l_t_h_e_r_a_l_l __________ _ BLDG. AUTH. Ci ty.of Car l ~bad INSPECT OR FIELD • SAMPLE OF: Concrete PERMIT NO. _____ PLAN FILE LOCATION OF SPEC1~1EN IN JOB OR STRUCTURE : Sl ab MIX NO. ____ 1 ___ 5 _________________ MAOE BY ___ s_c_u_l_t_h_o_r_p_e _____ _ 6 5" PROPORTIONS ___ S_K ________________ SLUMP ________________ _ ADMIXTURE ___ P_o_z_z ________________ DATE MADE 5-11 -83 TYPE OF CEMENT _I _/_I _I _______________ DATE R ECEI VEO _5...,.-_1 2_-_8_3 _________ _ CONC. SUPPLIER Escondido Ready Mix SOURCE OF ROCK TICKET NO. ___ 6_0_7_6_6 _____________ _ INSPECTOR SIGN ---------·------- LABORATORY TEST DAT A AGE TESTED DAYS SPECIMEN MARKINGS DATE TESTED AREA -SO. IN. ULTIMATE LOAD -LBS. UNIT STRESS -PSI SPEClf l ED STRENGTH AT 28 DAYS PSI DISTRIBUTION: Mark Wi t hera 11 City of Carl sbad J em 11 1 7 DAYS 42689 5-18-83 28.28 75000 2650 14 DAYS 28 DAYS DAYS 42690 4269 1 5-25-83 6-8-83 28 .28 89000 Ah 3145 ,e,r":f 3000 ENGINElR 7 PROFESSIONAL REGIS TERED lNSPECTiONS. tl'~C PHONE 292-0GG0 7fJ95 c.::,n voy c..ou r 1... t.Jn O ,ego. Cd.,f orn,a 9 2111 INSPEC TIONS • TESTING • ENG1NE:i:R1NG TEST REPORT JOB NO. 3 189 JOB _____ ____;J~o~h-=n~s~o~n.:.....:..R~e~~~i~d~e~n~c~e _____________________________ _ ADDRESS __ __.,(_2_4_1_8_U_n_i_c_o_r_n_io__,,) ___________ PHONE ________________ _ OWNER ______________________ CONTRACTOA Witherall Construction CLIENT _____ M_a_r_k_W_i_t_h_e_r_a_l_l ____________ ENGINEER ____ Je_1_n_11_I _________ _ ARCHITECT ___ Ma_r k_W_i t_h_e_r_a_l_l __________ _ BLDG. AUTH. __ c_i_t_y_._o_f_c_a_r_l _s b_a_d ______ _ ~•N~S~P~E~C~T~O~A~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~~PE~R~M~IT~N~O~.=-;;-;;-;;-;;-;;-;;-;;-;;-~P~L:A~N~F~l~L~E~-~-~;_-~~·-·--·--=---- FIELD • LOCATION OF SPEC1~1EN SAMPLE OF: Concrete IN JOB OR STRUCTURE: Slab MIX NO. ____ 1...:5;.._ ________________ MAOE BY ___ s_c_u_l_t_h_o_r_p_e ______ _ 6 511 PROPORTIONS ___ S_K _______________ SLUMP ______________ _ .AOMl)(TURE ___ P_o_z_z ________________ DATE MADE 5-11-83 TYPE OF CEMENT _I _/_I _I _______________ DATE RECEIVED _5..,.-_1 2_-_8_3 ___ _ CONC. SUPPLIER Escondido Ready Mix SOURCE OF ROCK TICKET NO. ___ 60_7_6_6 _____________ _ INSPECTOR SIGN _____ _ LABORATORY TEST DATA AGE TESTED DAYS SPECIMEN MARKINGS DATE TESTED AREA -SO. IN. UL Tl MATE LOAD -LBS. UNIT STRESS -PS I SPECfflED STRENGTH AT 28 DAYS PSI OIST!tlBUTION: Mark Wi thera 11 City of Carlsbad Jem I 11 7 DAYS 14 DAYS 28 DAYS 42689 42690 42691 5-18-83 5-28-83 6-8-83 28 .28 75000 2650 f 3000 ENGINEER ;, DAY S 83~/Q(p .?L /__ ESGII~ CORPORATION Gi7cft4' ? 9320 CIIESAPHAKH DH .. ~UITE 122 t:J /-;~-?p/1canf ~AN DIEGO, CA n212:1 t:f 'Jfrll c/1Ec/::: (619) »00-14fl~ ~L//8 (//V/Cd/2IV/0 '7'fl 5 :fJ/ tl/;1S CU 1U--SU h S-/73?Up Bz.Lf &/77 f?Lf wrlh -/he CcJ~.) 1 P--/Ple ~tt,001vc;- /VoT?:::s /97ZF MCO&V .' ( 2:YrT.4- J , --rh'E ¼u rv D rr-n o nJ /7L-rr n) I 6 /3 J.? r f2,c,1.,1l::,-c; 01\/L-'-J I~ 12- J!'1 e .f1:; ST 7b-7U SJ o J,.J 2>9S1 o/ n.} . j?/21012 fe wry ItVSf~J?eY>-7 ffi e {2(?s (lc,r, 5 1 ble c/b,~, 1 VJ ~kss1 c/yJ ,~ s ~£ L r.JOVJ s e --9A e • -t3t-04. 01~~ 1c;,119 L..-/ l!J WJc., h ri 4- J / -th !fT -/he ;?o s-f-~s/ C/J'7 .5L&--B /../J9:s J3t;::& /\I 11V sh:?t-L-(rC:) C-<rns1 s-leu/- W i:11'7 --////(? iE>S19/U /hUD-rhe VBC,/1 3 Jf/e c:;;L -O-:SS /?<::>01...;-;qr f21(iHr S1~ Cl~ ;:::;9rr71 L 'J J2oorn Sl-/ovl.,O 13&- Non:E" D " G,-L~ /2.eJe11.::: 11726--r-J -,-0 I'/ cov>J/:JL-o/ tu/:/11 ~ • .3¼-J~ J97f CJ&:, /I~ , J.f . /?ot11Z /o /-fl?J?.f2du th 0 /~ /:::,z;qry; g- --7/J2 5772 u c,p..,~12 r-J-2-0~~ /G S 1-h:?-,L...,L ;:J'JJUtS:3 -th c;; 13L-LX-t, 0 1.:;:;1..:-1c1 n-~ 1 v tu1Z! I, r7 t:i tf;n-r the 4'nSfr2vC-/7n? L5 Cv-'MSI S~tf tu1 f/7 h/5 Cq,/ C,t/~):)-770/VS I/ couee) (C0d;1JtJ61. -;'/JU · eTT-r/ Lc-V [/rJ?:=:,~? /.9-'L C /9-z_, GUL-1-r77~ .1v S CJ1:Jt-H/12 t/rl-12/0VS /T{.;::J/7JS -Ihm-.BP~ I IU e Ca/c.Vv/~t,JV__::; 8.JT moT 01'} y-/7(? f' /.,, N , /h@Jc-7kJ /2; -/-he--: pJ"J J </ {;(_,,I lr!j fr.) /7B:tsc,pq ~ /,VS 1/l~rne 1-km.s ?u1L-0 l..-3G //'t,/c:tJrcre/lC/Mb):;) /:S -to -1:hVt.7-fr!e D?51y17 ~71nee1c., c/lc?~ '-/he C::-../;Y? s-/72 uc;/7 c7V7 ' ~-6/6 uvz fl)eff?}tfYJ )~~ ,. J.cr5r:-./e ~/1-u,S:/n //Jt:h1.£XkVS ~ ' ''-:13 ,.&"JCp~,z;,6/Ve C D APPLICANT COPY 0 CITY COPY~ D PLAN CHECKER COPY Citn of Qtarl.sbab / Submit fully dimensioned plot plan drawn C /'" to scale showing location size, and use ~-. G) So,c..-s ~-W c., of a 11 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 /11 corners. Sec. 302(bl7. / !ndicate distance from center-line of street · Wf~ or alley to property line and distance from ,y';'j.3, (5 curb to property line. Sec. 302(bl7 JURISDICTION•--------,--,--DATE /: .,.,, 7J . Plans, specifications and calculations shall PROJECT ADDRESS:~ ///g t,/(Z)/C-()f?II//Q be signed by a California State licensed ~fl} J/n,,,,}-C eng~neer or architec~. (California . TO •~~t....:'-IL-4'-'ff-";.._-""b"'-t_.lL.::_J. ;a.tf..J...Ju.•'LL___::....,;_____________ Business and Professions Code l PLAN CORRECTION SHEET SINGLE PAMILY AND DUPLEX DWELLINGS Plan Check No. 8.3- Date plans received by jurisdiction I nate plans received by -v plan checker / -½6- Date ini tial plan check by ..::J7J?? FOREWORD: PLEASE READ 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 to be satisfied before the plans will be in conf ormance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. :,. PLANS f Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been ~urned to you by the jurisdiction, to: t,,q:;. apz-; r 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 she~t with the revised plans. /. Indicate on plans the name of the legal cwner and name of person responsible for the pr~paration of the plans. Sec. 302(b) 0. FIR~ PROTECTION V-"walls closer than 3 feet to property lines J shall be one-hour fire-rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A Sec. l709(a) ./ Projections, including eaves, may not extend / 3 • more than 12 inches into the 3 foot setback from the property line. Sec. 1710 and Sec. 504(bl 1/Projections, including eaves,shall be one- /". hour !ire-resistive construction, heavy timber or of non-combustible material if they project into the 3' setback area from the property line. Sec. 1710 i/show location of permanently wired smoke /-· ~etdctor. Sec. 1210 C. ROOM SIZES1 f,IGHT 1 VENTILATIONS AND GLAZING ~~-One room must contain a minimum of 1S0 square feet of superficial floor area. Sec. 1207(b) / / 26. Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor faare3. Sec. 1207(bl Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Sec. l207(al. Appears to be deficient in ,/openable window area must be 1/20 of the /-· floor area and a minimu~ of S square feet. In bathrooms, laundry rooms and similar rooms. Minimum is 1.5 sq.ft. (Sec.1205(a) 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. 120S(a) ,/ No habitable room, other than a kitchen, /'· shall be less than 7'0" in any dimension. Sec. 1207(c) ,/ Show that ceiling height for habitable ,~. rooms is a minimum of 7'6". Sec. l207(a) r· I I Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimwn of 7'0". Sec. 1207Cal Provide JO" clear width for water closet compartments and 24" clearance in front /. of water closet. Sec. 17ll(b) No cooking room shall be used for sleeping purposes, unless complying as an efficiency / living unit. Sec. 1208 Specify safety glazing for glazing in hazardous locations such as glass doors, glazing / adjacent to such doors and glazing adjacent to walking surfaces. Sec. S406 Glazing in shower and tub enclosures (including windows) shall be tempered, / laminated or approved plastic. Sec. 1711 (f)(g) • Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of I· I at least 5.7 square feet with the minimum openable width 20• and the minimum openable height 24". Sec. 1204 Eaves and cornices IIIAY not project into a required yard more than 2 inches for each foot of yard width if required windows open into the yard. Sec. l206(d) A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/J percent of the total floor area in the room below, and the mezzanine floor must have a clear height of 7 feet, above and below,and must have 651 of the long side open to the room below. The loft you show does not comply as a mezzanine floor and is, by Building Code definition, a story _____________ _ D. EXITS 1 STAIRWAYS1 AND RAILINGS if.Floors above the second story shall have / not less than 2 exits. Sec. 3302Ca) Required exit doorways shall be not less than 36" 1n width and not less than 6'-8" i~ height, and shall be capable of opening at least 90 degrees. Sec. 3303Ce) •✓Provide 36" high protective railing for /" porches, balconies, and open sides of landings. Maximwn opening between railings shall be less than 9". Sec. 1716 A/Show how guardrail connection details are / 0 adequate to support 20 pounds per lineal foot at a right angle to the top rail. /: able 23-B rovide stairway and landing details. ec. JJOS(b) ' (C) a. Maximum rise 8" and minimum run is 9". b. c. Minimum head room is 6'-6". MinimWII width is 30". Handrails shall satisfy the following: a. Provide handrail for stairways over 30" high when serving a single dwelling. Title 24, Sec. T25-22Cbl b. Handrail shall be 30" to 34" above the nosing of treads. Sec. 3305Cjl c. Handrail projecting from a wall shall have a space not less than l 1/2" between the wall and the handrail. The hand grip portion of handrail shall be not less than l l/4" nor more than 2" in cross-sectional ,dimension. I Sec. 3~05Cjl (see attached) Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Sec. 3305(g) A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of stairway travel, to less than one-half the required width of the stairway. Sec. 3305Cg) A door may open inward at the top step of a stairway provided the top step is not more than 7 l/2" lower than the floor level. Sec. 3303(1)2 Provide details of winding stairway. a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway. b. Maximum rise is 9 inches. c. Minimum width is 30 inches. Sec. JJOS(d) (see attached) i -Provide spiral stairway details: I /s8. a. Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. b. Maximum rise is 9 1/2 inches. c. Minimum headroom is 6 feet 6 inches. Sec. 330S(f) (see attached) Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Sec. 330S(f) Spiral stairways must have a clear walking space of 26 inches between the column and handrail. Sec. 330S(f) Provide I.C.B.O. Reasearch Report and Number for metal stairway, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Sec. 306Ca )4B and Sec. 306(!) In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for a l l openings in the exterior wall below or within 10 feet horizontally of an exterior stair- way. An exit balcony with 2 separated stairways is exP.mpt. Sec. 3305 Exterior stairways shall not pro ject into the 3 foot setback from the property l i nes. Sec. 3305(nl / ~e walls and soffits of the enclosed usable pace under interior stairs shall be protected on the enclosed side as required for one-hour /: "ire-resistive construction. Sec. 3305 (mJ Minimum construction specifications shall be made a part of the approved plans. (See attached) E. ROOFING Specify roof pitch. Roof pitch is not adequate for roof type specified. Specify minimum pitch of ____ _ 7,<,,specify roof 111Aterial and application. Specify I.c.s.o. approval number for roof materials not covered in use. ~ Specify roof slope for drainage or design to support accumulated water. Sec. 3207(al · f.· Show roof drains and overflows. Sec. 3207(al . Provide skylight details to show compliance with Sections 3401 and 5207 or provide ICBO ~ approval number. ~rovide plastic roof panel details to show /·-~ompliance with Section 5206 or provide ICBO number. Lshow attic ventilation. Minimum vent area / is 1/150 of attic area or 1/300 of attic area if at least SOI of the required veni:.---- is at least 3 feet above ceiling joists. Sec. 3205~5~•·~o'F'" o-'l' ONRY & .g-~s. W •V.... '-<., 1 t(..\ s.:~J .::.:..-,r:.;.==~ ~ e1: 1 r1> , ,q,~ ~ •=t-rn , L'1 Jc.vi . Provide firepl construction details or 10✓. Show l 3/8" solid core self-closing door 7· for openings between garage and dwelling. Sec. S03(d) la.r.' Garages are not permitted to open into / a room used for sleeping purposes. Sec. 1104 ,✓ Openings between carport and residence 7~• require self-closing doors and stationary windows. Sec. 1214 ~ Show garage framing section, size of header over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is /3 1/2 to l or 2'8". Table 24-I y6. 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 l /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(il2 and 3305 (g). 1~ Provide 18" raised platforms for any FAU, r-· water heater, or any other device which may generate a flame or spark. l0¥Note that continuous fire wall protection / shall be installed behind raised platform(sl prior to framing platform. OUNDATION RE UIREMl!!NTS note constructio to be per attached&l=a;i.u..c.a--- Note on plans that"A soils engineer shall eva-luate any unanticipated uncompacted fill or expansive soil or other soil problems di~closed during construction•. Sec.306(a)l2. G. standard drawing. ___ 1 ___ _ Show veneer support and connections comply with Sec. 3002, 4,5,6, and Sec. 2Sl6(al regarding ties and t9 wire in horizontal joints or note construction to be perattached sheets 30-1 or 30-2, Show height and construction details of all masonry walls. Chapter 24 Note that cleanout openings shall be"provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Sec. 2415 Show floor and roof connections to masonry walls. Connection sh~ll resist 200 pounds per lineal foot or the actual design load, whichever is greater. Sec. 2310 Provide material specifications for mortar, grout, masonry and reinforcing steel. Sec. 2403 Show how masonry house walls retaining earth are to be waterproofed. Provide detail. Note that special inspection of the masonry will be required for _____________ _ GARAGE AND CARPORTS .Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table s-e Sec.S03(bl 1)1.All elements supporting floor above garage / to have one-hour fire-resisti ve protection on the garage side, Sec. 503. Beams and posts, not within the wall or ceiling con- struction, must comply with use, Table 43-A, or be minimum 6" dimension beam and minimum 8" by 8" post. Submit soils classification determination 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 Note on the plan the soils classification, whether or not the soil is expansive, and ft note the allowable bearing value. Sec. 2905 The ounda ion plan does not comply the soil report recommendation fort project Ut\\;,~g, v•.sc~n&. ~I/. j3, '>..Y•M ~ .,._,,.n t'\ I.\.~ I~<.. ...._l 1/~• °3t>•'1t £, I l='t51.,-; 7'3· the soils report recommendations for foundations. /: slab and building pad preparation. Note on the foundation plan that "Prior to the Contractor requesting a Building • Department foundation inspection, the soils engineer shall advise the Building Official in writing that: 1. the building pad was prepared in accor-dance with the soils report: 2. the utility trenches have been properly backfilled and compacted, and: 3. the foundation excavations, forming and reinforcement comply with the soils /: report and approved plan.• Provide spread footings for concentrated , loads designed for 1,000 PSF soil bearing or per bearing value as determined by an engineer or architect. Chapter 29 Show, height of all foundation walls. Chapter 23 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 1./2. Note on plans that wood shall be 6" above ,/';;;_ finish grade. Sec. 2417(cl 7. Note on plans that surface water wil drain away from building and show drainage pattern /~nd key elevations. Sec. 2905(fl Cp" '" 6,' ~ r imension foundation per Table 29A~• TABLE NO. &A-FOUNDATIONS FOR STUD BEARING WAU.S-MINIMUM REQUIREMENTS Dl,tN or ,ouND&TION WIDTN TNICIINUS IELOW TNICKNlSS or o, o, NATUIIAL FOUNDATION WALL FOOTIN5 FOOTIN5 sua,ac, (IIClltl) (IICIIHI (IHIIHI OF &ROUND AND FINISH c0Nc1m UNIT GIIADl MASONIY (lnClltl) 1 6 6 12 6 12 2 a, 8 15 7 18 3 10 10 18 8 24 XOTES: \~ WlWu.al CODditioa.• Ot frosl CODdition, ate found, foolinp and . foundaliom shall ~ as requir«t in Srciion 2907 (al. ~~Vl?iatlntlr-.le>'·-on--ot--&.b.r_ 1✓. ~ote c~oss bridging or blocking. Floor / joists and rafters more than 12" in depth r· and spanning more than 8 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. Sec. 2506 (gl Show blocking at ends and at supports 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(dl 5 Show rafter ties. Rafter ties shall be spaced not more than 4 !eet on center where rafters and ceiling joists are not f parallel. Sec. 2518(hl . Show ratter purlin braces to be not less than 45 degrees to the horizontal. / Sec. 2518(hl ifs . Show 1/2" minimum c learance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed.) Show double top plate with minimum 48" lap splice. Sec. 2518 (gl4 Show nailing will be in compliance with Table 25-P. Provide fire stops between stories, between top story and roof space, at ceilings ~ p .>,t. 'D ~ ~.!\ YI~ Vlu~-s c...xi ~ I ( t ~ i h,-, oi°h~'\ C"n:: S. '2-e \«:.T1 ",,q ~~ -C.. l-;~~ I 1-...__,___.-how foundation sills to be pressure treated, 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, r equal. Sec. 2517(cl 3. ~~ Show foundation bolt size and spacing. 7 Sec. 2907(el . Specify size, ICBO number and manufacturer of power driven pins. Show edge and end distance and spacing. Sec. 306(fl . Show size, imbedment and location of hold down anchors on foundation plan. Sec. 2312(fl Note on plan that hold down anchors must be tied in place prior to foundation inspection. f Sec. 2312( fl . Show adequate footings under all shear 1 4. /; walls. Sec. 23ll(e) Show stepped footings for slopes steeper • than 1:10. Sec. 2907(cl 9. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Sec. 25 t.O. Show pier size, spacing and depth into undisturbed soil . Table 29-A '1/i. Show minimum under floor access of l8"x / See. 2517 t· ShOY minimum under floor ventilation equal to l 1/2 sq. ft. for each 25 lineal feet of exterior foundation with openings as close to corners as practicable to provide between chimney and wood frame usinq metal or incombustibles for the fire stop and at other places that could afford passage of flame. Sec. 25l7(fl Show stud size and spacing. Maximum allow- able stud heights: 2"x4•~ 16" is 14'; 3"x4"&2"x6•~ 16"o.c. is 20'. Sec. 2Sl8(gl2 Note an A.!.T.C. Certificate of Compliance for glued lamina~ed ·wood members shall be given to the Building Inspector prior to erec~ion. Sec. 306(f) Detail all post to beam and post to footing connections. Sec. 2Sl7(cl 4 Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension catios. (Tables I,J,Kl. Show l"x4" or 2"x6" studs in first story of three story building. Sec. 2Sl8(fl Provide truss details and truss calculations. Provide roof framing plan. Sec. 302(al7 Provide framing sections through ______ _ cross ventilation on at least two approximate-Section l02(al 7 ly opposite sides. Sec. 2517 -~ Specify all header sizes for opening ov r PRAM ING r 4 ~ 81.g..l 't0 d, Provid9-~alculations for1\N fil{lM.(.A:_~ Show all joists, rafters, beams, and posts o~ ~1,l'lt{1~o (>l'S1 LA\-tbrt. I'¥(?~. 2 • to 4" thick to be No. 2 Grade Douglas ,. c..,...., Y\ N 1::::+.-,s :o~ 1vc;:f-F ir-Lareh or better. All posts and beams Section J02(al 7 °' • ,-, • ,~e·ttJ s• and thicl<er shall be No. l Grade Douglas , ~ In areas subjec~ to water splash an~ ~n ~ ~( Fir-Larch or better. (Table 25 -A-l) ..,r•· exterior l ocations, wood columns and~osts~z. Show wall bracing. Every exterior wood shall be supported by piers projecting"-, ,~h stud wall and main cross partition shall at l east 2" above the finished grade an~ be braced at each end and at least every shall bear on a metal base plate or treated 25 feet of length with lx4 diagonal wood unless the columns or ?OSts are foun- let-i~ brace or equivalent. Sec. 25l8(gl5 dation grade redwood or cedar. Sec. 2517 (cl4 .. ., :_>I. 114'. I f; y,. r· /9. if. /i. ji. ). ;.. i/5· 1,'. 0-/a. f9. Show location of attic access with minimun size ~2• x 30". Sec. 3205 Show draft separation for attic areas in excess of 3,000 sq.ft. Sec. 3205 Show draft separation. for space between dropped ceilings and floor above in excess of 1,000 sq.ft. Sec. 2517 Specify plY"'ood grade and panel indenti- fication index. Table 25-J When roof oitch is less than 3:12, design ridge as a· bea111. Sec. 2518 (hl Wood shear walls shall not be used to resist horizontal forces contributed by masonry in buildings over one story in height. Sec. 2516(bl 2 ( Show access to the attic or under floor ~-furnace to be minimum JO inches by 30 inches. Sec. 708 & 709 UMC Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. sec 708 UMC 21a". Show permanent electrical outlet and 7-lighting fixture controlled by a switch ✓ for the attic furnace. Sec. 708 UMC Show details to comply with Section ·709 for furnace under the floor, Section i08 ; for attic furnace, or Section 710 for roof or outside furnace. Note on plan, gas vents and non-combustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC See. l706(al6 GypsWII lath and plaster, gypswn sheathing board and gypsum wallboard shall not be used in vertical diaphragms to resist K. ELECTRICAL (National !lectrical Code) forces imposed by masonry or concrete All wiring shall comply with the National Electrical construction. Tabla 47-I Code. If cripple wall studs are less than 14", ~2 . framing shall be solid bl~cking. Sec.25l8(g)6 height shall be J inch by 4 inch or 2. . Cripple wall studs exceeding 4 feet in ~2 . inches by 6 inches when supporting 2 stories. '7 Sec. 2Sl8(gl6 7,, Shov plY"'Ood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. See. 2517(gl 3 Shov a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. See. 4706(el Provide an approved waterproof building paper under wood siding. See. 170l(al Specify an approved flashing for exterior openings and parapet walls. Sec. 3208 Shov corridor width to be minimum 36". See. 3304(bl If •" -~ Note on the plan the amperage of electrical service. If the electrical installation is more than 200 amperes, show panel location and provide a single line diagram and load calculations including: a. Wiring method employed. b. Sizes of all conductors, switches, c. d. e. circuit breakers, fuses, and conduits. Approximate length of service feeders. Provide plot plan showing services, all panel locations, circuit arrangement and load distribution on panel busses. Provide typical panel schedule(sl . Dwellings req~ire minimum 100 amp service. Show location of all electrical receptacles. Electrical receptacle locatio s an /or spacing is not adequate -e-ff° C.Lfr:JZ,l 1:½ "{<11< 1-ft'U:.,. 00rLG 1 <.h.4t S , De O ~ ~ 1 Y) ~ Specify truss layout for 30" x 30" attic access. 2~ At least one receptacle shall be installed C ,?,a,\) ✓-• outdoors, in basements and attached garages, Ridges, hips, and valleys shall be at least one size larger than supported rafters. See. 2518(h) 3 Provide metal straps across ridge beam and rafters. other than laundry outlets. Ar~. 210-25(b) ,/ Show minimum dwelling lighting (~EC ✓•• Art. 2l0-26Ca) and GFI'S in garage, baths and outdoors. NEC Art. 210-8(al . J. MECHANICAL ,✓ Note "UFER" ground to be provided (NEC ). ✓-· Art. 250-81 All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. PLUMBING (Uniform Plumbing Code) h 2Q,9"'.' Show the size, location and type of all / / heating and cooling appliances or systems. All plumbing shall comply with the Uniform Plumbing Code. Show source of combustion air for furnace ~ / will comply with Chaper 6, U.M.C. . Show water heater size, type and ' location on plans. ,.<. Every dwelling unit shall be provided with re air r• heating facilities capable of maintain-Show method of providing combustion ing a room temperature of 10• F. at 3 ' /to fuel burning water heater. Sec. 1307 feet above the floor in all ·habitable _,.2i8. Fuel combustion water heater shall not be 00111s. Show basis for compliance. UBC-installed in bath or bedroom or in a closet ec. 1211 ~pening into bath or bedroom. Sec. 1309 how minimum JO" deep unobstructed working rovide adequate barrier to protect water ,r / space in front of furnace. heater from vehicle damage. Sec. 13'10 .,z'64. Note on plans,clearances to be per manufac-~240 Show T and p valve on water heater and /s: turers listing. Sec. 704 UMC show route of discharge line to exterior S. Furnace shall not be installed under any ,~. Sec. l007(el /. stairvay. Sec. 704 UMC _/':_· Provide dryer vent to outside. UMC 6 Furnace shall not be installed in any ? Sec. 1903 • bedroom, bathroom, closet, or in confined Note on the plan that hose bibbs and lawn space with access only through such room, sprinkler systems shall have approved unless specified as direct vent appliance, /.backftow prevention devices. Sec. 1003 nclosed furnace or electric heating appliance. 1 h 11 d ec. 704 UMC . Shower 3tal . s . a accomo ate a 30"circle and have a minimum floor area of 900 sq.in. how ICSO approval for prefab fireplace UPC 909(dl nd provide approved installation instructions at job 'site. /4- -~/, 7 .. y{. NOISE INSt.Jt.ATION (DUPLEXES) Show details of duplex common (party) walls and floor/ceil i ng assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and an Impact Insulation Class (IICl rating on f loor/ ceiling of 50 decibles. Title 25 Show how penetration of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Titl"e 25 Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident Title 25. ENERGY CONSERVATION All additions to existing residential buildings must comply with Title 24 e~ergy regulations. Additions exceeding JO\ of the existing building requires the existing and addition to have R-19 ceiling insulation if the existing ceiling area is accessible for insulation installation (T20-l40l(cl. Specify the insulation R. va l ues for walls, roof and ceiling. (R-ll for walls: R-19 for ceilings, or provide details and analysis for alternate design. T20-l403 Table A, 2B. Specify the gross floor area or heated portions of the dwelling, and the area of glazed openings on the plan. (T20-l430l Provide an analysis justifying increasing the single glazed area beyond 161 of the gross floor area. Show method to reduce heat loss to that which would occur with basic glazing. (T20-l402,def.) Provide energy analysis to show that the bonnet capacity of the gas central furnace does not exceed the building design heat loss by more than JOI. (Exceptions: 48,000 STU Hr. output furnace. See also California Efficiency Adjustment.) T24-l404 Note on plan that all tranverse ducts, plenums, and fitting joints of HVAC system shall be sealed with pressure sensitive tape or mastic to prevent air loss. T20-l404 Note on plan that insulation of ducts shall conform to UMC Section 1005. (T20-l404l Note on plan that all doors and windows to the exterior or to unconditioned areas shall be fully weather striped per ANSI Standard. (T20-l40Jl. Note on plan that back draft dampers are required on all fan systems exhausting air !rom the building. TZ0-1403 Electrical resistance space heating shall not be used• unless: . a. 601 of heating/cooling is supplied by a nondepletable source. b. supplements a heat pump system. c. less than 101 of total heating system. d. li fe cycle cost analysis justifies. T20-1404 Note on plan that all heating and cooling equipment efficiencies shall conform to Title 20-Chapter 2, Subchapter 4, Article 4. (75\ for forced air furnaces ). Note on plan that no natural gas, central heating plant may be installed witho ut an Intermittent Ignition Device. T20-l 405 Electric resistance water heating is not permitted unless verfied as cost effective by a life cyc le cost analysis. T20-l406 .!!Q!!:. Outdoor pools with fossil fuel heaters require pool covers as well as other energy saving devices such as time c l ocks, etc. T20-l406 MISCELLANEOUS Show a minimum 2" air space and flashing between planter and building walls. Sec. 2517(e) Specify material to be used under the shower tile. Sec. l707(a ) Specify lath and plaster to comply with Chapter 47, UBC. Two 3/4" copper pipes must be instal l ed from water heater location to convenient location of future solar panels (City Ord.) Provide sleeves (roof jacks) in roof for two future 3/4" copper pipes to cunvenient location of future solar panels (City Ord.) Note that solar water piping is to be insulated in areas that are not heated or cooled. (City Ord. l See attachment for roofing requirements. The plans were reviewed based on the information shown on the plans. If the plans are in error, or changed during construction, the permittee shall contact the Building Department for review and prior approval before proceeding with the work: 0 Building plans are substantially correct and complete. Sy: ________________ _ Date: __________________ _ 0 Building plans would be substanti ally correc t and complete if minor corrections are made at counter. By: ________________ _ Date: __________________ _ ~ Building plans require major corrections and complete plan recheck, by plan check engineer, is required. By: -;r\ e.'.'.) ~ I L.S l+-l Y-t"~"'- Date: 4-\ I I \J•3 i I f you have any questi ons regarding this plan check, please call • er,~ a'f,1(1) f;ro I -4-l.B We ·-,ould also be pleased to meet with you, at no charge , i f additional assistance is needed. Dat,e1 t-ced 'lf/'.3 Jurisdiction a~B82? Prepared 'bys ijk · VALUATION AND PLAN CHECK FEE PLAN CHECK NO. 83-/~4=> BUILDING ADDRESS ;;;llf/!3 QIJ/Co,e/l),-,,c) :er: C .. □ Bldg. Dept. O Esgil APPLICANT/CONTACT ~I<:: W17llt:7ZrJ-Lt-PHONE NO . __ 9'._«_c2_0_~_8__:.1L __ BUILDING OCCUPANCY _______ _ DESIGNER PHONE ·------ TYPE OF CONSTRUCTION V-N CONTRACTOR PHONE __ '~---- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER .L1t/1/Pu-37{o0 G v L/7'!3-~ /1'}7/L? 7~ -, r .,..., --#"1~.e-(;, 7q i~l:;L -I:=-?/{,Lq __. ,·7 '(;,,'F.J'-"'7" '/Pr~ /{<'~ Res. Baths (over 3) Res. Fireplaces ( °'2.er Air Conditionin£ Commercial Residential , Res. or Comm. Fire S-orinklers Total Value Building Pe rmit Fee $ {p 50, 50 1~ 7S:E .. _ ... _.,_ @ 2,200 @ 1,760 @ 2.80 (cl 2.40 @ 1. 50 Adjustment for State Mandated Handicapped Access Regulntions X 1.06 5 = I / ;3cP6 I ;g~~ 33 L Plan Che c k F ee__:$!:,_ __ 4-~~-~_.!,__' .,.!::'i_5_-__ ___:X!__...;1~•~06!..::5_-=..= ___ _...:!$'.....-_____ _ C OMM £ N 1 S._: --------------------------- 8/4/82 lfilERDEPARTi1EN18l~lNFORMAT1QtLSJiEEl lECEIVED Bill LD i NG.J2E.Ei1RTME Nl DATE:----- BU I LDING ADDRESS: ;:)_L/;_I J>"-=---~~-'-"=--'~"'""'~"'""--'-....;........:;' _______ AP_R_l _19_83 __ _ A· P • N: d.. l 5 -;2. S'O -o _L_ c • T: -----~c~11-1--TY~0..,.___F--1--.CJ.l.!AR""'L-S .... ~BAwD+-- ~Iltc t * * .,. * * * * * * 1:J;~Ji...ti..Ji1iE:£li1i. * * * * :>; * * z· :Ii umx&~g :ifJ§g@rtrn9l)ru0u'ui. £LANNING DEPARTMENT ZONE: SCHOOL FEES: SAN DIEGUITO ----------SAN MARCOS --- ENCINITAS CARLSBAD ------ UNITS REQ'D:_________ PROVIDED: ___________ _ 9.; COVERAGE ALLOWED : .PROVIDED: ---------------- PARJdNG SPACES REQ 'D:__ PROVIDED: __________ _ BUILDING I-iEIGHT REQ'D: PROVIDED: FROJtff SETBACK Al-:-:'l'H:D : u II PROVIDED: ~ --' _ _,___.__ __ INTRUSIONS: ------ RE-DEVELOPMENT APPROVAL REQ'D: SIDE SETBACK --------- REAR SETBACK (7 ~(____; ) LANDSCAPE & IRRIGATION PLAN COMMENTS: ----------------- ENV1RONMENTAL PROTECTION REQ: -------------------- OK TO ISSUE :eJ?.---DATE:w~-5> OK TO FINAL : ___ DATE: ___ _ 1di :t(;i; * * * x ·'d * ~:'.: . .:': * * * * ·~ i• * * * ;~ * u.x * i; * * i: * i'i * * :~ ~-!;_;'; * * * * * * * :k * * * i; * * * ,¾ i: * * >~ * •~ * * * h. i; *- EtlGJ.NEERlilG _ _IltPARTMENT <7£; D_ }(. 0. W : _______ IM~RbVEMENTS_: ---------------- PUBLIC FACILITIES ~EE: SEWER CONNECTION : -------------- IVEWAY LOCATION(S) =------------=------___ _ GRADI NG PERMIT: -------------------------- EASEMENTS: --------DRAINAGE: LEGAL DESCRIPTION : __ ~---------- ADIJTflONAL COMMENTS.:-__::_tJ.,I> $TAVV1Pl~ WITI\:JN ~ 1 1JJ - * JP Till S ITH! IS NOT CllECKl: D, B!J T LD INC DEPARTMENT Wl LL MJ\KE PlNAL JNSPECTTON. LCX;. N0. ___ 4.,___ ____ _ SAN MARCDS UNIFIED SClIOOL DIS'IRICT PROJECT SERVICE AVAILABILI'IY I.EITER (Appli cant fill in -print legibly) APPLICANI':_..L;l(t-"-"qd..J-C'.-lk""'~'----1.Jh:.L.....<-L-/S~"-A:'-'r:c.....c.:l"M-oc.Ate£.1/ ____ ~~~ Phone No. ___ 9' ...... f:._2.,=--__,,~,::;....¼z~P-'--'-1/'_ Address: '..::2 ~o <f q 4u,,,.,_,.,, er: '--'~'--~=~Ai;..z,'..hA~=.c...---_· __._&'"""'1---- 0WNER: ------"~:::....><==,..a~...;;~-,,,u...-..:i-...... a,..rl2'.J<.z:1.___________ Phone No.-L.e_-=c',J_9"._--""7'-'""-3-=c,1-___ _ Address :_.....,:7::...,~,__,_r~? __ ~...=;_~LEJt""'~""'-"=oCMa!'-"'=-· --G~ --"'t,;1------ -PROJECT DESCRIPI'ION Project Address/I.Dcation ,)!.fl~ f?-'~; Project Name: ___ N__:_/_A _______ _ ~~ Project located on Assessor's Parcel No .(s): Assess0r's Parcel Numbers l.~~~ 3.[-=oJITIJ[D ( Attach legal description if necessary) Census Tract No. }/ZE () 3 Proiect Tvne (check one or rrore) 2.1 1 I 1QTim 4. DTIO::::Om Housing Type Single Family No. of D.U. 's No. of Bedroars 1. 2. 3. 0 Minor Subdivision (TPl.1) / D i1ajor Subdivision (TI.f) ~h.lltiple Family Mobilehcrre Units Owner/applicant agrees to reconfirm this pro,iect with the issuing school district every 6 rronths unless such action is not required by the district. District Phone 619-744-4776 Owner/applicant understand that t he certification for school service contained in t his Project Service Availability Letter is no longer effective if t he project is disapproved or if t he con- ditional project approval (subdivision, permi t, or other conditional use processes) expires. The information I have pro~-~ cor~h~ APPLICANI''s SIGNATURE ~-./[_~ Date ~ff_J SAN MAROOS UNIFIED SCHOOL DISTRICT CERTIFICATION OF SCHOOL AVAIIARILI'IY OR NON-AVAILABILI'IY Date: HJ [![IT] DAY [QI}! YR ([I}] TO: FROM: School District San Marcos Unified Grades Served : __ K_d.,,_g_. _t _h_r _o_u.,<.g_h_l _2 ___ _ 1. □ 2. 00 3 . □ School services and facilities are C01111U.tted for this nro,iecL . SPrvi ces will be available concurrent with project need based on a secured a+rreement with the developer which has adequate financing and clear intent. The termination cl.ale of Lhe docunent is: __________________________ . See attached copy. The undersigned school district hereby certifies that it will be able to provide adequate school services and facilities to t he above described project concurrently with t he need of such project. Owner/ applicant has p:1.id the required deve lop<'r' s fee. The undersigned school district hereby certifies that it will not be able to provide adequate school services and facilities to the above described project concurrently with the need of such project because -----~~---+----------------------- DISTRICT REPRESENI'ATIVE' S SIGNA'T'1'~JJ:Til~~~~~(/L-~~~~~=:--M"""":=-.!.:!M3a:r..Y_.:4:!i, _l!..:9~.8~3~---- ~"-'-'-=""--!..!.:1''-'-----Phone 7 44-4 77 6 WHJTF.-CIVIC ENI'ITY YELLOW-DISTRICT PINK-OWNER/APPLICANI' t .. .. . ·- '' SAil MARCOS lJillFI[D SCIIOOl. DI STIUCT 2'/0 Stdl 1-1/IHC(J'.; l:OUL[V/\RD .SN! 11/iHCO'.J , C/\Lll"OIUll/\ 92OG9· MEMOR/\IIDUi~ OF /\GREEt1r:NT ,• ' -RE FEREl!CE: 213-250-08 '' , , GENTLEMEN: , ... He , the 01·mer or ugent for the O\'/n e r of the above-reference. property, .her eby agree to pay S L.692 as a f ee \•:h i ch \•1ill ?ati sfy the r equ i r ements for school fac i lities dedication of l an d and fees . In exchange for thi s fee, the District \·1ill execute the avai l abil ity form for t ~e above-reference property. • • • $1,692.00 AMOUNT RECEl VED . Lucy Gross , Facil iti es--Tech • • q T.Y· PHONE . ·.APPROVED BY THE GOVERllH!G BOARD ON -.:. . - DATE ... . . ' < • Ii. LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE The application must be s igned by the owner (or his representative) of the property • to be servJd. 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 s·ubsequent 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 permfts 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 late~al is required, it will be installed by the Leucadia County Water • I ' ' District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the applicant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRiq:' 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 I S NAME: Clayton & Shirl ey ,Johnson CONNECTION FEE: MAILING ADDRESS : 9834 Sylvia Ave , LATERAL SIZE: ; EASEMENT : North ridge . CA 91324 EXTRA FOOTAGE-: -@$ / Foot PHONE NUMBER : 213-780-94)) EXTRA DEPTH: @$ /Foot SERVICE ADDRESS: 2418 Unicornio St, LATERAL FEE ---- LOT NUMBER: Lot 56, La Costa Meadows #l INSPECTION DEPOSIT TRACT DESCRIPTION:--=----------PRORATED SEWER SERVICE FEE AS$ESSOR 1S PARCEL NO: 215-250-0800 TOTAL TYPE OF BUILDING SF NO. OF UNITSi__ PAID BY: CASH_CHECK NO.fil.2 permit paid for by M. Wit herall, in spection RECEIVED BY: ecd 1595. $ 1500 50 45 $1 595 re fundr,ttW~eN:L%ned hereby agrees that the above information given is correct and agrees to the conditions as stated. -~/ <P~✓ 3-30-83 = 16052 owner's Signature Date Account No . City of Carlsbad Building Dept . 1200 Elm Ave . Carlsbad , Cal. 92008 Dear Sirs: December 8 , 1983 We , Mr . and Mrs . Clayton Johnson , the owners of the new home at 2418 Unicornio, Carlsbad , Cal., have full knowledge that the exterior brick is not finished on our new home . However , because it is v~neer over stucco , we give our consent to the City of Carlsbad to approve final inspection and allow occupancy. Sincerely, Clayton Johnson Shirley Johnson J 1983 / CITY OF CARLSBAD Buildin.,. D City of Carlsbad Enpineerinp Dept . 1200 Elm Ave . Carlsbad , Cal . 92008 Dear Sirs s December 8 , 1983 We , Mr . and Mrs. Caayton Johnson, the owners of the new home at 2418 Unicornio St ., Carlsbad, Cal., statetthat it is our intention to erect a three feet hi fh retaininf wall seven feet from the house at the north ~roperty line of our lot .within 60 (sixty) days of our accuoancy . rhat wall alone with prooerly placed drains will f ive us positive drainafe that yba require and we war. t . Sincerely, C!4'~ Clayton Johnson Shirley Johnson