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Home My WebLink About2553 LUCIERNAGA ST | 2555 LUCIERNAGA ST; ; 82-247; Permit~ : :5 frl 0 "' i[ 0 u ~ ., s ~ .. z ~ z 0 ;:: .. "' z .. .. ,. 0 u "' ir .. "' "' i ![ 0 I her1 /firm that I am licensed under provision, <rt Chapter 9 (commencing wilt, Section 7000) of Division 3 of the Business and Professions Code, and my license is In full force and effect L,c No Class I hereby affirm that I am exempt from the Contrac· tor's License Law for the following reason {Sec. 7()31 5 Business and Professions Code: Any c,ty or county which re- quires a permit to construct, alter, improve. demolish, or repair any structure, prior to its issuance also requires lhe ap-plicant lor such permit to file a signed statement that he is l,censed pursuant lo the provisions ot the Contractor's License Law (Chapter 9 commencing with Section 7000 of D1v1s1on 3 of the Business and Pro!essrons Code) or that is ex· empt therefrom and the basis for the alleged exemption. Any v1olat1on oi Section 7031.5 by an applicant for a permit sub 1ects the applicant to a civil penalty of not more than five hun· dred dollars ($5001 :J I, as owner of the property, or my employees with wages as l)rn1r sole compensation. will do the work. and the struc· ture 1s not intended or o1tered tor sale (Sec. 7044, Business and Professions Code The Contractor"s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employe-es. provided that such improvements are not intend-ed or offered for _sale If, however, the building or improve· m_ent Is sold w1thm one year of completion, the owner-builder will have the burden of proving that he did not build or 1m· prove tor the purpose of sale) C l,_as owner of th€ property, am exclusively contracting with licensed contractors to cons1ruc1 the proiect (Sec. 7044 Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or im• proves !hereon, and who contracts for each pro1ects with a E~~ector(s) license pursuant to the Contractor"s License □ As a homeowner I am improving my home, and the tallow-ing conditions exist 1 The work 1s being performed prior to sale 2 I _have lived In my home for twelve months prior to comple110n of this work 3. I have not claimed this exemption during the last throo years n lamexemptunderSec _______ B&P.C for this reason ____________ _ O I hereby attirm that I ha.-e a cert11'ca1e of consent to sell-,nsure. or a certificate of Workers Compensation Insurance. or a cert,l,ed cooy !hereo! (Sec 3800. Labor Code) POLICY NO __ COMPANY ~•s1'1edw,ththec,~ D Certified copy 1s hereby furn,shed CERTIFICATE. OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section nee<! not be completed ,1 the permit Is tor one hundred dollars 1s1001 or Iess1 0 I certify that "' the perlormance of !he wor1< •or wh,ch 1h1s perrrnt ,s ,ssued. I shall no! employ ;my pe,son ,n any manner so as to become subIect to the Wori<ers· Compensa!>on Laws ot Callforn,a NOTICE TO APPLICANT If. after makIn1 this Cert, t,ca!e of Exemption_ you sl1ould become sub1ect l'l the Worllers· Compensat,on pro-,s1ons ot !he Labor Code. you mus! fonhw,th comply with such prov1sIons or !hrs permII shall be deemed revoked 0 I hereby atf,rm 111a1 111ere Is a cons1tuc1,o~ lendrng agency for the per1ormance ul lhe worl< l0< wh,ch th,s perrr,t ,s ,ssued (Sec 3097, C,v1• Code1 Lenders Name ___________ _ L!,noer s Address __________ _ USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD ' ·•LDING DEPARTMENT 1200 Elm, Carlsbad, 1fornia 92008-1989 (714) 438-5525 AF ;;;:;5./-v.rf ..r L.vc, f!,.P. rJ ~Ir- oviNER'S NAME Air:r/JJ•ri.Air::;; 71!=.h . OwNER'SMAtL °2-?I 1-\?ll BLt'? ; '-' At:J"[)AES, ., j '1.A-,. .M• ~c;~;K CONTAACTO"f't'S /$1,,,~ 0ESIGNEh li,rnoN OF WOl<K t ~I:'< /,l:>~ r:iA-L l,, ~x. ,!!.ES>G"E~'S AO[!R.E~ --' . . ~ ,1, ': ~; 'B 12 f5'1>PN 1)0; ,---·• ~ ,\,i FLR ELEV. NO CENSUS TRACT GP LAND USE [IM,;;~~E REVTS l QTY.I PLUMBING PERMIT. ISSUE 1 7 2- GRADING f".ERMIT ISSUED y D ND flEDEVELOPMENT AREA vD Nat( ~ QTY. MECHANICAL PERMIT -ISSUE NO ~ [R EACH FIXTURE TRAP __ "_ I (po. __ INSTALL FURN_ oucrs uP rn 100.000 BTU ~ EACH BUILDING SEWER _ _j~ ,-____ OVER lDO,OOO_B_T_U __ +--- 3~ -, EACH WATER HEATE.R ANOIOR VENT _ t f--BOILER/COMPRESSOR UP TO 3 HP EACH GAS SYSTEM__]..!.? 4 OUTLETS ---I _J;___-BOILER/COMPRESSOR 3-15 HP - EACH GAS SYSTEM 5 OR MORE l ------. _ ---------fr-r-' -- !CATION & PERMIT BUSINESS LICENSE# VALUATION PERMIT NUMBER ~Q? CONTRACTORS PHONE It 1-71,.t.,~ i-v -"Y4-7 LICENSE NO. I PLAN 1.0. # ~..i"? n ~ BLDG USE CODE LICl;NSE # I STANDARD PLAN# BUILDING SO. FOOTAGE i / fh) )(. ,.__., .0,E.SIG~EJt'S PH()fll'° °R-~ EDU ""2,.--- 0CC LOAD FIRE SPA ,□,.,.,,. Not Valid Unless Machine Certified SUMMARVACCOUNTNUMBER -✓ b.fJ,Jo EACH INSTA~ .. ALTER, REPAIR WAT.0E:CR'..'.P.'.l'..'.PE._ __ -I- EACH VACUUM BREAKER WATER SOFTNER ··---·------+- ~ I VENT FAN SINGLE DUCT MECH EXHAUST -HOQ0.10UCTS --+---t-- RElOCATI0 N OF EA FURNACE/HEATER , • MECHANICAL ____ 01-00-00-82241 .-v!, -1 MOBILEHOME 01-00-00-8225 <-----------1. ~ MOBILEHOME_PARK 0l~NS~P __ _ ------ (:fll "-0 I EACH ROOF DRAI_N_1_,!IJ_S_ID_E_I ___ _ r=-------j TOT.C.l MECHANICAL STRONG MOTION ----80-92-33-0519 ----/ :;>, -Z.:-IA- TOTAL PLUMBING _____ FIRE SPRINKLERS 01-_00-00-8227 . 1Jtr __ 01-00-0D-8226 ~ -PUBLICFACIUTIEffi°~ 32-00-00-8923 --~~ -QTY. ELECTRICAL PERMIT -ISSUE QTY. SOLAR· ISSUE · --- BRIDGE FEE .., ___ : NEW CON-ST EA AMP 'SWT 'BKR l.()n-w COLLECTORS ---------c,...-:=--+---'c---11-_ S~E -DISTRICT 1 PH 3 PH STORAGE TANKS Ci'lrlsbad 80-92-21-0519 ------ EXIST BLOG EA AMP,iSWT/BKR I PH AEMODEL'ALTER ------3 PH ---+-------------,f---======= ~.L---1,b,c..l>c-'-+---I-'---➔ .. --~ --~-----i:~_s_rn_,_A_G'__ -~.l'--~-'--+-~t--'----11---_-!:~i~~~~uito -----:~~::~::~~~:__ ---~~~--. - PER CIRCUIT ---- TEMP POLE 200 AMPS OVER 200 AMPS >-I---,I~,-EMP occ-UPANcY 1·30 DA YSI +------ -l TOTAL ElELTRICAL ------+- -_ _J_ ___ _ _____ jj_ -f- --------1---- ~~A~~~CK FE~_ ---.P,~-¥-~,i---==::=~=----II __ San f_li~cp~f_ '/..1.;IC 80-9_2-24-0519 'l--: '?:i "')., -1 ---A----'-----l~----~']f os·,+ . -----•~ _..,._ ----- .J""',..., --TQTA~ I _ ___,__ . 'I I I lt-h~. d TOTAL FEES PAYABLE -1-HAVE CAREFULLY EXA.MINEb'THE COMPLETED ··APPL!CATION ANO PERMIT' AND DO HEREBY Expiration. Every per_mi_t 1ssuedbytheBuUdlngOffici8I undertheprovisionsof'this ,t AN OSHI. PERMIT IS RE0UtREO FOR EXCAYA110NS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Cod& shall 9l1Plf'ft by f,m.~ and become n~II and void. If the-building or work 5• o·• DEEP AND DEMOLITION OR CONSTRUCTION OF ~ u: ~ "' 0 C. E ~ I -0 0 CJ c "' .'2 °' C. .,: I -"' C a: 0 "' "' " "' <.,. I " .2 -" >-.. ,;; "' " " 0 a: "' ;;; 0 ~ " " C "' C u: - C " " i3 0 0 " C. "' C DECLARATIONS ARI; TRUE AND CORRECT ANO I FURTHER CERTIFY AND AGREE IF A PERMIT IS authorized ~y such ~rr:i,1t is not commenced w,thm 180 days fr~~ the date of such ·STAUC...,_,.,...,. OVER 3 STOAfES IN HEIGHT , permit, Of" 1f the bu1ld1ng or work authorized by such permit is suspended or · •~ ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON-abandoned at an time after the work is commenced for a riod ol 1 . ..c STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND , ., ~ PPRO DB ~ ~ KEEP HARMLESS THE CITY OF CAFU,.SBAO AGAINST ALL u.('e1L1T1E~, -AJDGMENTS, COSTS ANO APPLICANTS SIGNATURE /If, ~OWNER CONTRAC I ORO ,~ y EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE ~ ~ ' ~ ' B p ONE O /J GRANTING OF THIS PERMIT. ,........._ ' ~~ J '\! y H • ~ ..... _..__,.._-'L -, INSPECTION TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED S_IEEL MASONRY GUNITE OR GROUT FLOOR & CEILING SUB FRAME SHEATHING FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING SEWER AND BL/CO PLUMBING UNDERGROUND PLUMBING TOP OUT TUB AND ~HOWER PAN GAS TEST ELECTRICAL TEMPORARY POWER ELECTRIC UNDERGROUND ROUGH ELECTRIC ------ELECTRIC SERVICE BONDING G. F. I. -SMOKE DETECTOR MECHANICAL DUCT & PLEM., REF. PIPING HEAT -AIR COND. -SOLAR SYSTEMS, VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HA VE 86.EN APPROVED .. •· JOB SITE FINAL •, • C PLUMBING ' ELECTRICAL ' {/ . ' MECHANICAL ..... -' GAS ' _ 111/P BUILDING ' I • SPECIAL CONDITIONS ' CERT OF OC 0ANCY ISSUED .. . , FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTION REO IF INSPECTOR'S DATE CHECKED APPROVAL SOILS COMPLIANCE PRIOR TO FOUNOA TION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTAESSEO CONCRETE r1 POST TENSIONED CONCRETE ' . . FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY PILES CAISSONS ·" *·"" ' - ·. d#-1 -II v· -- - - - - . - . - ---. -- - '• --' - - - ~ • • . .. . • .. ~ . INSPECTOR'S NOTES . (-;;} ---· -"'61,Ahl:/J /,A,/ 71,JO S7Ag$ /)V,5 :z?:', y,,J ~ •~,($' JP 'f I~ vsEv ,:;."-.;:tA(l n£ 'TC>_ , --.. ,,. I • '6--1") ~-,,, ·-... ~/ACS ---//_,,_;, /. -- • -$"£AA ---'IJV A..N/'r .,-,c,e,J.~-/('I ~ A,.,1,1 1--/J,€ J, I /1 I/ <L/f,,1/ ~ /H"L'.,/1 -/.rl"~ -"'• 'S) -fa') ,o, .... ~,t; ,,,_.c:;v-,.. ..... .. · -. S"?'V4&' .. ---~ I /' ,.,.J ---,,,Ml -IUT7 ~ -'f' ,r /I, -- -• •-•U/ ' -•,,-:,. --✓"~. 'S"f"i,tl) -~ , -,, /A/ "" L}/l, A/JuLfJ -n,A r . --,, AL . ., -7,i; -~6.r ---.. Y,1111i< -:;;,a b,1,.;e_) --AA'1 -,,, · c,7,-a/ hl./1'/, CA" -A:;.i(_--- -.Vo R,h,,-,r,A,~#1"..,.,;,_, e."'~.t? .Je4~ --~~----.. ------~-,,,1.~1-.J .=,,.,I -..-/,1. / ;r ,t.,e,;iLJ:,_L -t/~,UAl t,k. ~II~~ Ci!' F'MM~ ,-.v.rJI: Gt!FTT~A-'r-, ,,e,,/,t~ -L --•---.-,_ , - . ~.$. ~,CT • . . ' ' - . __. '· . . ~itp of ~!'Irl.Ubab . . REQUEST FOR INSPECTION RECORD ~~ 0 MASONRY 0 GROUT · GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING O ROOF O SHEAR 0 FRAME 0 EXTERIOR LATH 0 INSULATION R LATH OR DRYWALL D U 0 SEW PL/CO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN □ GAS TEST 0 WATER HEATER ~:WATER 8 ') cl l/ z TIME: ____ _ --=--...::IT:...__-__ l'-.<'---DATE: ~-2_-~l~I __ □ TEMP ICE □ UFFER GROUND 0 ELECTRIC UNDERGROUND □ ROUGH ELECTRIC □ POOL BONDING 81c sERv1cE □ SOLAR HEAT □ PATIO □ POOL □ SPA 0 SIGN □ GRADING SPECIAL INSTRUCTIONS_.J.£_1&,_-_:c\...l&all=....::J:cc._,:__;:__,_o,L_ ________________ _ • Ready For Inspection: □ Monday 0 A.M. 0 P.M. □ Wednesday □ Thursday D Friday , ' QCitp of QCllrlshab REQUEST FOR INSPECTION RECORD <... BUILDING--.,,.) 0 FOUNDATION D REINFORCING STEEL 0 MASONRY 0 GROUT -GUNITE D FLOOR AND CEILING SUB FRAME 0 SHEATHING O ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION 0 INTERIOR LATH OR DRYWALL ' ~ --'AL /"-._ PLUMBING 0 UNDERGROUND PLUMBING D SEWER AND PUCO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL Ready For Inspection: D Monday D A.M. D P.M. ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC ~ 0 POOL BONDING ~ D ELECTRIC SERVICE ~-/~//" D FINAL ,Rt1"1llld,, C, 7-~-J,3 MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO 0 POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL D Thursday 1 □ Friday CORRECTION NOTICE '· . CITY OF CAijLSBAO, BUILDING INSPECTION DEPARTMENT TIME: ______ _ INSPECTOR \ BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING FRAME D SHEATHING o FRAME D EXTERIOR LATH o INSULATION o INTERIOR LATH OR DRYWAL PLUMBING o UNDERGROUND PLUMBING □ UNDERGROUND WATER o ROUGHT PLUMBING o TOP OUT PLUMBING □ SEWER AND PL/CO o TUB OR SHOWER PAN o GAS TEST o WATER HEATER ELECTRICAL □ TEMPORARY SERVICE □ ELECTRIC UNDERGROUND o ROUGH ELECTRIC o POOL BONDING o ELECTRIC SERVICE o UPPER GROUND D G,F,L o SMOKE DETECTOR MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D CONDITIONED AIR SYSTEMS D SOLAR D GRADING D POOL D PATIO D SIGN D OTHER PHONE· 438-5525 Note: Final Inspection Required 2J'5"Jf-5S' t-VCl£~NA6-,4 DATE: 7-t-r-S . . 'J) :>Fr r~,ed'IA/ ,e,,,<, w/11 v.£~1' 7'IJ #,2.v 41':f 1) -rtJ/1 /Wt 11!'4,<. CIJh14/I.CTl,u.J LIV .eA/J ?12"o/' -• A~ dlllf7"' lie .FeAcoJt:4 A:iflJ Ct: ~ i) A'AAIM £ef, PVJ<) 5'?J AmJI' M't&'AKCI(_ f} /?L41./U/~ ll)Ap,!L A:IL 1/1.,<LJJ/4 Q()J;', ,?/Q Aff,<; ~ . ; c/41 RI(. fe-i..Je,t<,, u~ 7 r COMPLETE IN DUPLICATE AND POST WITH THE INSPECTION RECORD CARD THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT: SITE ADDRESS ~S:3 f 2.3 r"r' /.-we. ,'trl'l O.jq, s-1-. c .. ,{~ Number Street City EXTERIOR WALLS Manufacturer Owens Cornin~ Thickness/Type 31" R Va 1 ue 11 CEILINGS Batts: Manufacturer Owens Corning Thickness/Type --'6~•-• __ R Va 1 ue -=.1.e,.9 __ No. Bags Blc,,,,n: Manufacturer ___________ Thickness/Type ___ _ Wt./Bag ________ Sq. Ft. Covered ______ _ R Value __ _ FLOORS Manufacturer __________ Thickness/Type ____ _ R Value ___ _ SLAB ON GRADE Manufacturer __________ Thic.kness/Type ____ _ R Value ___ _ Width of Insulation ____ Inches FOUNDATION WALLS Manufacturer ____ _ Thickness/Type ____ _ R Value ___ _ GENE~y CONTRACTOR Sc_,,c,ck J..ttC, LICENSE NUMBER ____ _ BY ,.Jh_.1/.L/, TITLE __,_(.,c..li-w.:;_· ..;;,.J~P.=".W:~--DATE zjcJPJ INSULATION CONTRACTORDana Johnson Insulation, Inc. LICENSE NUMBER 306493 BY _________ _ Bl Form #121 22175 TITL£Authorized Representati,oi\TE _______ _ ------. . .. ----------------- !32-&.L/? _1!l 5d ESGII,. CORPORATION 0320 CIIEMAJ>EAKE nn .. MlllT .. ~ 122 SAN DIEGO, CA 9212B (T14) 560·140~ ;)55~ /.::>..._:J-J f/Ct 01 'Y/t:LiC{ e t Citp of Carlsbab Jl;III SDICT ION'-----,----DATE Pf 18 2 L l.l t::lt:J<N~ 't'.f/ PLAN CORRECTION SHl!!!T PlAn ChPCk No. 82·'24- r·,t.-plans r-iccived by ''H• t•lana received by ~ate 1n1tial plan check f'l'IRCl~<'IID I PLEASE READ jurhdiction 7{;e ~ 10 plan checke/»GJJ ft/II c0111p l eudftZ / by ~ "4 f/3 - r lan check is l1~ited to technical requi rement• c~nta1ned in the Uni form 8uildin9 Code, Unifor• Plumb1n9 Code, Uniform Mechanical Code , National Electrical Code and 1tate laws re9ulatin9 ener9y conservation, noi1e attenuation and access for the handicapped. The plan check i1 ba■ed on re9ulation1 enforced by the Duildin9 Inspection 04partment. You may have other correction■ based on law1 and ordinances enforced by the Plannin9 Department, En9ineer in9 Department or other department,. The itc•• circled below need clarification, aodification or chan9e. All circled item• have tc be 1ati■fied before the plan■ will be in conforaance with the cited code■ and re9ulation■• Per Sec. 303 (cl, 1979 Unifora Buildin9 Code, the approval of the plan■ doe■ not permit the violation of any ■tate, county or city law. ill!:! Plea1e uke all corrections on the ori9inal trac in91 and 1ubfflit two new 1et1 of print,, and any ori9inal plan 1et1 that may have been returned to you by the jurisdiction, wr n~ ,11 1c:.. c ''-'"~r '1o rJ .:: a'~ '"fu1Q <:j C?T$ &T Th€' @4 -G'),.>YI~~ To facilitate recheckin9, please identify, next to each circled item·, the ■heet of the plan■ upon which each correction on thi■ sheet ha1 been made and return thi1 check 1heet with the revi1ed plane. D APPLICANT COPY D CITY COPY D PLAN CHECKER COPY 1-----4-------------· 1----6------------. ____ .. _ -·-------- 10} -~ ~-OIL-t3tJ_, fl.£.M,E-I-«)~ A-• o/'E<-r;o,J DIV-~t-<a • ,4..)J>c...h. rw-o G_,u.,~4!>. PLAN CORRECTION SHEE'l' --.........,__ SINGLE FAMILY AND DUPLEX DWELLINGS Plan Check No. \~ 2,-'Z,4-J / Date plans received by jurisdiction MO• "11 l"Z. ~ate plans received by pi'a°n checker 1Ul; · 1 j 1 "?> Date initial plan check completed S'v TV by~ 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 Departme nt, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled i tems 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 does not permit the v iolation of any state, county or city law. ., . PLANS \ -- Please make all corrections on the tracings and submit two new sets and any original plan sets that y have been returned to you by the jur ·sdiction, tO: I~ D APPLICANT COPY D CITY COPY D PLAN CHECKER COPY / 0~ i..e-tta" 1>cm, w:. o M t_ wr , '3 ubmit fully dimensioned plot plan drawn o scale showing location size, and use fall existing and proposed structures on t he lot. Identify property l ines 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. 3021b)7. ~Indicate distance from center-line of street or alley to property line and distance from cur h to property line. Sec. 302(b)7 «/Plans, specifications and calculations shall /" be signed by a California State licensed engineer or architect. (California Business and Professions Code) D. FIR~ PROTECTION -~ Walls closer t han /~· s hall be one-hour have no openings, parapets when the 1,000 square feet Sec. 17091a) 3 feet to property lines fire-rated construction, and shal ave 30 inch buildi floor area exceeds floor. (Table 5-A .--('Projections, incl ing eaves, may not extend r• ~ore than 12 in es into the 3 foot setback from the prop y line. Sec. 1710 and Sec. 504(b) ,..,,-;rojectio , including eaves,shall be one-r · ~our fi -resistive construction , heavy timber r of non-combustible material if they roject into the 3' setback area from the roperty line. Sec. 1710 ow location of perm~ne~y 'Ared smo~ etcctor. Sec. 1210 "TO ()'t-,S.~\ ROOM SIZES (,IGHT VENTILATIONS ANO GLAZING One room must contain a minimum of 150 square feet of superficial floor area. Sec. 1207(b) /,1abitable rooms, other than kitchens, shall co ntain at least 70 square feet of f loor area. Sec. 1207(b) ~Window area must ~eat l east 1/10 of the floor area and a minimum of 10 square feet per Sec. 1207(a). Appears to be deficient in ,/Openable window area must be~/ { of the ,?'°" floor area and a minimu~ of 5 quare feet. In bathrooms, laundry rooms d similar r ooms. Minimum i s 1.5 sq.f • (Sec.1205(a) ✓-':one-half of all required be openable in ,/nrovide mechanical ve tilation capable of /" ;roviding five air c nges per hour in bathrooms , water cl et compartments, laundry rooms and s imilar if required windows are not provided. l 205la) other than a kitchen, 7'0" in any dimension. U~GS. /show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Sec. 1207(a) drails shall satisfy th allowing: /4 Provide 30" clear width for water closet compartments and 24" clearance in front of water closet. Sec. 1711( ( ,/ No cooking room shall be sed for sleeping /J• purposes, unl ess comply· gas an efficiency living unit. Sec. ·12 Provide handrail for tairways over 30" high whe serving single dwelling. Title 24, Sec. T2 22(b) 'L!;.AHandrail hall 30" to 34" above the r~ noaing o tree . Sec. 3305(jl ~ Handrail cting from a wall shall N --~pecify safety glaz·ng for glazing in hazardous )"'· ~ocations such as lass doors, glazing adjacent to such oors and glazing adjacent to walking surf es. Sec. 5406 /Glazing in sh er and tub enclosures (including w dews) shall be tempered, laminated o approved plastic. Sec. 1711 l (gl or es and cornices may not project into required yard more than 2 inches for each ot of yard width if required windows pen into the yard. Sec. 1206(d) A mez zanine is an intermediate floor and may not have a floor area exceeding 33 1/3 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. 4.Y.:The loft you show does not comply as a r· mezzanine floor and is, by Building Code D. definition, a story _____________ _ EXITS 1 STAIRWAYS, AND RAILINGS Floors above the second story shall have not less than 2 exits. Sec. 3302(a) 4y."Required exit doon,ays shall be not l s / than 36" in width and not less tha •-a• i ~ height, and shall be capable o opening at least 90 degrees. Sec. 3303 ) •~ovide 36" high protective for 7· ~~rches, balconies, and op sides of landings. Maximum opening between r lings shall be less than 9". Sec. 1716 /show how guardrail con ection details are adequate to support 2 pounds per lineal foot at a right angl to the top rail . Table 23-B d landing details. 8" and minimum run is 9". room is 6'-6". have as ac not less than 1 1/2" betwe ® the wall a the handrail. The han g ip portion of handrail shall be not ie s than l 1/4" nor more than 2" in er s-sectional .dimension. Sec. 33 (j) (see attached) -~very stairway ~ng__,s~ve a dimension, _,,7'· ~easured in the direction of travel, at least equal to the stairway width. Sec. 330S(gl ~/A door may open over a stairway landing r· provided the door, in any position, does not reduce the clear area of the landing, in the direction of stairway travel, to leas than one-halt the required width of the stairway. Sec. 3305 (g) /. door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Sec. 3303(i)2 y 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. (see attached) Sec. 3305(dl SY, Provide spiral stairway details: / a. Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. b. Maximum rise is 9 1/2 inches. c. Minimum headroom is 6 feet 6 inches. Sec. 3305(f) (see attached) s/. Spiral stairways may not be uaed for required /' exits when the area served is greater than 400 sq. ft. Sec. 3305(fl 7 Spiral stairways must have a clear walking space of 26 inches between the column and handrail . Sec. 3305(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. 306(a)4B and Sec. 306(f) In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stair- way. An exit balcony with 2 separated stain,ays is exP.mpt. Sec. 3305 ~/Exterior stairways shall not project into / 0 ~he 3 foot setback from the property lines. Sec. 3305(nl •, E. I ROO ING • 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 1~ Show garage framing section, size of header r-· over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is 1/2 to l or 2'8". Table 24-I ecify roof material and Specify I.C.B.O. approval materials not covered i . 1"o ~ 'Ff 12.~ • Doors between dwellings and attached garages io~ ?-C2~ ,w ~ t ay swing in either direction provided for roof 'll.'1'1-~~ ~ he difference in floor elevation between .,..-12Q.11vt"Q the dwelling and garage does not exceed ~ Specify roof slope to support accumu ed water. T_Show roof drai and overflows. Sec. 3207(a) /Provide skyl' ht details to show compliance with Secti s 3401 and 5207 or provide ICBO approval mber. Provide fireplace construction details r note construction to be per attached fireplace standard drawing. Sec. 3707 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 aa the primary means 0.5,; egress from the building, additional steps r landing must be provided in accordance h stairway requirements, and the do must not swing over the depressed el . ee 3 3 o 3 ( i ) 2 and 3 3 O 5 ( g) • e 18" raised platforms for any FAU, er heater, or any other device which ay generate a flame or spark. Not& tMtt conti.nuoua fire wall protection shall be installed behind raised platform(sl prior to framing platform. R. FOUNDATION R~QUIREMENTS ,..>-1(" Note on plans that"A soils engineer shall / .. • eva-1 uate any unanticipated uncompacted fill or expansive soil or other soil problems disclosed during construction". Sec.306Ca)l2. Show veneer support and connections comply 1/submit soils classification determination with Sec. 3002, 4,5,6, and Sec. 2516(a) /-by a licensed engineer or architect based regarding t i es and t9 wire in horizontal on observation, tests, borings, or excavations, joints or note construction to be perattached and containing comments on the degree of sheets 30-1 or 30-2. expansiveness, compressibility and bearing ,/ y.:alue. Sec. 2905 ,JI!· Show height and construction details of ~ 11 masonry walls. Chapter 24 ote on the plan the soils cl sification, whether or not the soil is · pansive, and ote that cleanout openings shall be"provided note the allowable beari value. Sec. 2905 at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall l The foundation plan be sealed before grouting, after inspection. 6 e soil report rec ,,/ Sec. 2415 ~ P oject ____ _,,,._ ___________ _ ./1· Show floor and roof connections to masonry iO, \~ walls. Connection shall resist 200 pounds 'L->t , per lineal foot or the actual design load, '\ whichever is greater. Sec. 2310 j. gJ Provide material specifications for morta , ;,'l /-grout, masonry and reinforcing steel. ·~ U1 A ec. 2403 :'\"' how how masonry house wa 11 s retaining ear h l9 \ , /re to be waterproofed. Provide detail. ?· ~ote that special inspection of the masonry will be required for _____________ _ G. GARAGE AND CARPORTS ~arage requires one-hour fire protection ,-·;~ the garage side of walls and ceilings c ommon to the dwelling. Table 5-B Sec.503(b) 1~11 elements supporting floor above garage ,-·to have one-hour fire-resistive protection on the garage side. Sec. 503. Beams and posts, not within the wall or ceiling c on- struction, must comply with UBC, Table 43-A, or be minimum 6" dimension beam and minimum s• by 8 • post. not on the foundation plan listing eport recommendations for foundations. uilding 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: l. 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 yt; She~ height of all foundation walls. ~-A. Show height of retained earth on 7 · walls. Chapter 23 r· Show distance of foundation cut or fill slopes and show heights of cuts and fills. TABLE NO. 29-A-F UNDATIONS FOR STUD BEARING. WALLS-MINIMUM REQUIREMENTS Ot"N OF FOUNDATION WIDTM TMICIINtsS ltLDW IIUMltl TMIClllltU OF OF OF NlTUUl FOUIIDlTIDII WlU FOOTINS FODTIIII SUUlCl OF STDIIH (IIICMI) (IIICIIII) (IICIIII) OF QIIOUND lllD FINISN CONClm UNIT QlllDt MASOIIIT (lllellel) 1 6 6 12 6 12 2 8 8 15 7 18 3 10 10 18 8 24 XOTES: \\'Mtt unwual condition• or frost conditions are found, footincs and foundations shall be as requirtd in S~ion 2907 (al. The ground under the Boor may be Hcavated to the ele,·ation of th• top of the footina. Show foundation sills to be pressure treated, or equal. Sec. 25l7(c) 3. Show foundation bolt size and spacing. Sec. 2907(el Specify size, ICBC 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. 23l2(f) Note on plan that hold down anchors must be tied in place prior to foundation inspection. Sec. 23l2(fl Show adequate footings under all shear walls. sec. 23ll(e) Show stepped footings for slopes steeper than 1:10. Sec. 2907(c) Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Sec. 2517 Show pier size, spacing and depth into undisturbed soil. Table 29-A Show minimum under floor access of l 8"x 24". Sec. 2517 Show 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 cross ventilation on at least two approximate- ly opposite s ides. Sec. 2517 I. FRAMING Show all joists, rafters, beams, and posts 2" to 4" t hick to be No. 2 Grade Douglas Fir-Larch or better. All posts and beams s• and thicker shall be No. l Grade Douglas Fir-Larch or better. (Table 25-A-l l ,~✓Note cross bridging or blocking. Floor 7· joists and rafters more than 12" in depth and spanning more than 8 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. Sec. 2506(gl Jr· 1,;J. Y"' · 1,)§. y9. ~o. Ji. ✓i. Show blocking at ends and at supports of floor .joists, and for rafters at exterior walls. Sec. 2506(gl Show solid blocking at ridge line and at exterior walls on trussed roofs. Sec. 25061g) 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(hl Show rafter purlin braces to be not less than 45 degrees to the horizontal. Sec. 25181h) Show 1/2" minimum clearance 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 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: 2"x4"@ 16" is 14 '; 3"x4"'2"x6"@ l6"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 prior to erection. Sec. 306(fl Detail all post to beam and post to footing connections . Sec. 2517(cl 4 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). Show 3"x4" or 2"x6" studs in first story of three story building. Sec. 2518(fl Provide truss details and truss calculations. Provide roof framing plan. Sec. 302(a)7 Provide framing sections through ______ _ Section 302(al 7 Specify all header sizes for opening over 4' wide. Sec. 2518(g) 7 Provide calculations for Section 302(a) 7 In areas subject to water splash and in exterior locations, wood columns and posts shall be supported by piers projecting Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with lx4 diagonal let-in brace or equivalent. Sec. 2518(g)S I at least 2" above the finished grade and shall bear on a metal base plate or treated wood unless the columns or posts are foun- dation grade redwood or cedar. Sec. 2Sl7(c)4 209. Show access to the attic furnace to be minimum 30 inches. Sec. 708, 709 or space between and loor above in excess Se . 2517 / the attic furnace and have continuous leas than 24 inches Note that passageway shall be unobstruc solid flooring gr de and panel indenti-/ able 25-J s less than 3:12, design Sec • 2 5 18 ( h ) '~cod shear walls shall not be used to / 0 ;esi st horizontal forces contributed by maso nry in buildings over one story in height. Sec. 2516(b) ./Gypsum l ath and plaster, gyps\1111 sheathing r 9 · board and gypsum wal l board shall not be used in vertical diaphragms tor · t forces i mposed by masonry or crete construction. Table 47-I ·/If cripple wall studs a less than 14", ,?U-raming shall be soli locking. Sec.2518(g) Cripple wal l studs ceeding 4 feet in he i ght shall be 3 nch by 4 i nch or 2 i nches by 6 inc s when supporting 2 ries. Sec. 2 18 (g)6 t Show ywo sheathing over ex sed eaves, or ot er ather,exposed are , is exterior grade ec. 2517(g) 3 Show a weep screed at foundation plate line on all ;xterior ud walls to be tuccoed. s,c. 47 el Provide an appr d waterproof building per under siding. Sec. 170l(al ecify an approved flashing for exterior~A penings and parapet walls. Sec. 3208 I'\ how corridor width to be minimum 36". ec. 3304(b) ~ r,/Specify truss layout for 30" x 30" attic '(!I /M'·,,ccess. Ridges, hips, and valleys shall be at east one size larger than supported rafters. Sec. 2518(h) 3 Provide metal straps across ridge beam a nd rafters. J. MECHANICAL All heati ng, venti lating, and cooling systems and appli ances shall compl y with the Uniform 7-nical Code. Show the size, location and type of all heating and cooling appliances or systems. ~Jf. Show source of c ombustion air for furnace r• will comply with Chaper 6, U.M.C. ~/... Every dwelling uni t shall be provided_ with )"' heati ng facilities capable of maintain- i ng a room temperature of 7 0° F. at 3 f eet above the floor in all habitable rooms. Show basis for compliance. use Sec. 1211 Show minimum 30" deep unobstructed working space in f ront of furnace. Note on plans,clearances to be per manufac- turers l isti ng. Sec. 70 UMC under any 210. ✓ wide. Sec 708 Show permane electrical outlet and lighting fi ure controlled by a switch for the at c furnace. Sec. 708 UMC Show det ls to comply with Section ~09 for fur ce under the floor, Sec tion 708 for at c furnace, or Section 710 for oof outside furnace. Note on plan, gas vents and non-combustible g passing through three floors or ·shall be effectively draft stopped each floor or ceiling. UBC Sec. 1706(al6 K. ECTRICAL (National Electrical Code) All wiring shall comply with the National Electrical h :· Note _on the plan the amperage of electrica•/4') service. 't:!,..J 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 buaaes. Provide typical panel schedule(sl . Dwellings req~ire minimum ·100 amp service. Show location of all electrical receptacles. Electrical receptacle locations and/or spacing is not adequate in '$;:::g ~N · ev:vo eMc..Los:.~.4 s;.e, s e...-J s . At least one receptacle shall be installed ~ outdoors, in basements and attached garaget_:!7 other than laundry outlets . Art. 210-25(b) Show minimum dwelling lighting (NEC Art. 210-26(a) and GFI'S in §'ara2~• bath~ and outdoors. NEC Art. ~16-!a1. ----. Note "UFER" ground (NEC). Art. 250-81 All plumbing shall comply the Uniform ng Code. Show water heaters· e, type and location on plans. Show method of pr viding combustion air to fuel burning ater heater. Sec. 1307 Fuel combustio water heater shall not be installed in b th or bedroom or i n a c loset opening into th or bedroom. Sec. 1309 protect wa ter Sec. 13'10 heater and /l . ,./) ~rge line to e xteri ~1)~l arr·· vent to outside. UMC 1)1V -l>f'lLIL..Jcw.+--a n-~ hose bibbs and l awn rinkl r systems shall have approved prevention devices. Se c. 100 3 ower stall shall accomodate a 30"circle h ea minimum floor a r ea of 900 sq.in. 9 9(dl (DUPLEXES) arty) walls o achieve /} TC ) rating -~ an Impact / ing on floor/ Title 25 y.E:NERGY CONS RVATION All ad it ns to existing residential buildi must comply with Title 24 energy regulations. Additions exceeding 30l 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(c). p-t: Specify the insulation R valves for walls, roof and ceiling. (R-11 for walls: R-19 for ceilings, or provide details and analysis _ _/for alternate design. T20-1403 Table A, 2B. )'3· Specify the gross floor area or heated portions of the dwelling, and the area of glazed openings on the plan. (T20-1430) Provide an analysi s justifying increasing the single glazed area beyond 161 of the gross floor area. Show method to redu heat loss to that which would occur w· h basic glazing. (T20-l402,def.) Provide energy analysis to show th the bonnet capacity of the gas centra furnace does not exceed the building des · n heat loss by more than 301. (Except 'ons: 48,000 BTU Hr. output furnace. See also California Efficiency Adjust nt.) T24-l404 • M.o.ee en pla plenums, and fi se ducts, of HVAC system re sensitive tape or mastic air loss. T20-l404 conform to UM . Note on plan oors and windows nconditioned areas striped per ANSI to the exteri shall be ful weath Standard. ( 20-1403 • 6) . .bl.<-..-.m--trlCl!l'l',f...f,lw.&. b k draft dampers are I all fan systems exhausting build' g. T20-l403 :/ Electrical not be use a. 60\ of by a n b. supple c. less d. life T20-l esista ce space heating shall unles heatin /cooling is supplied ndeple able source. ents heat pump system. an 10 of total heating system. cle c st analysis justifies. 4 all heating and cooling equipment e ciencies shall conform to Title 20-Chapter 2, Subchapter 4, Article 4. !7Sl for forced air furnaces). ~-Note on plan that no natural gas, central heating plant may be installed without ✓-an Intermittent Ignition Device. T20-l405 Elec~ric resistance water heating is not permitted unless verfied as cost effective by a life cycle cost analysis. T20-l406 ~ Q.:. 301. Outdoor pools with fossil fuel heaters require pool covers as well as other energy saving devices such as time clocks, etc. T20-l406 under the comply with o 3/4" copper pipes must be installed 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.) y See attachment for roofing requirements. The plans were reviewed baaed on the information 1hown 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. By: _________________ _ Date: __________________ _ 0 Building plans would be substantially correct and complete if minor corrections are made at counter. By: __________________ _ Date: __________________ _ Building plans require major corrections complete plan recheck, by plan check ::~in~reG~ets ~IA-~ Date: ') \ \'l, \~k and If you have any questions regarding this plan check, please call -::f1M at1\f..L '5(oO 14'.i)/ We ~ould also be pleased to meet with you, at no charge, if additional assistance is needed. ~---::;=.:tEPTACLE SPACING AT SLIDI!JG GLASS DOORS 1 l .. A floor type receptacle shall not be required in any traveled portion of a sliding glass door opening. ~ Sliding glass doors , 12 feet in width or greater, with no fixed panels, shall have a receptacle placed on each side within 6 feet of the opening. Other receptacles wil~ be_ eJ_en~J_spaced throughout the room. 3. A sliding glass door with fixed panels shall not require floor receptacles in the traveled pathway of the sliding portions . Floor outlets placed within 12 inches of the wall at the fixed glass locations are acceptable in lieu of wall outlets. ' .. 4. Fi~ed glass walls are subject to Arti;le 210-25 (b) and floor receptacles wi:hin 12 inches of the wall are acceptable. ·••ca . 6' -0" MAX. 6'-0" MA.X. ,,._ ~•...::>-J=? MOUN TE::)-' tD f. I 6-Q-FLOOR MOUNTED .. ' Lr .. I 6'-0''MAX. FIXED I FIXED 7 :s ' "-MORE THAN 6 '-0" _.., 6'-0"MAX. ~ 1 6'-0"MAX. ► I FIXED I FIXED I (::_ LESS THAN s·-o .. -· 6'-0"MAX. i ~ 7 ® ® 1 ., FIXED ,$ I AN✓ SIZE 3 6'•0"MI e LESS THAN MOUNTEDl I 6'-0" MAX . 6':-0" >\ I 7 -=Y » I C ___ c_~FIXED-MORE THAN 2-4" 6'-0" MAX. 1 6 '-0" MAX. ANY s,zk =7 6'-0" MAX. ,. I 6'-0" MAX. i CIXED•MORE THAN 24" qtl9 FLOOR MOUNTED z I (____ANY SIZE l~ 6'-0" MAX. ~ I SUDERS -ANY SIZE 6'-0"MAX. FIXED FIXED I --) "---LESS THAN 6'-0".====:7 I. 1 <U> l I ESGIL CORPo'RATIONJ EC -203(2 of 2)] Th e following are requirements for outlet spacing1 1.There shall be no point on the walls between the arrows· morL• than six from a receptacle. 2.A receptacle is required for any wall space 24" or wider . J .The wall space afforded by fixed room dividers shall be included in the 6' measurement on both sides . Dividers may be solid or open. 4.The fireplace is considered to extend 12" on each side of the firebox. 5 .For fixed glass panels and sliding glass doors in exterior walls sheet 1. 6 .Receptacles spaced per 1 and 2 above are required, except at steps, along the floor line of sunken rooms where elevation change exceeds 8" To determine the location of a receptacle outlet, the measurement is to be made a long the floor line of the wall and is to continue around corners of the room, but is not to extend across doorways, archways, fireplaces, passageways, 6r other space unsuitable for having flexible cord extended across it. I ...,, ARCHW~ GREATER THAN 8" STEPS J RECEPTACLE SPACING I N BEDROOMS This ~all less than 3 ' no receptacle; more than 3' receptacle required Th 1s wall less than 2' no receptacle; more than 2' receptacle required J ·"-, I I ESGIL CORPORATION 9320 CHESAPEAKE DRIVE, SUlTE 122 SAN DIEGO, CALIFORNIA 92123 DWELLING LIGHTING AND GROUND -FAULT PROTECTION INFORMATION 78 N.E.C. Sec. 210 • 26 (a). Lighting outlets are mandatory in dwelling occupancin 0 I ...... ,., ------' In all dwelling occupancies. one-family houses, two-family houses, apartment houses, dormitories hotels, motels, etc. A. At least one wall-switched lighting outlet must be installed in every habitable room, bathroom, hallway, stairway attached garage, and at each outdoor entrance ( OU tdoorl igh ts). 8. At least one wall-switched or pull chain lighting outlet must be installed in every attic, underfloor space, utility room, and basement used for storage or containing equipment requiring servicing. Exceptions: Portable lamp Receptacle S.c. 210 • 8 (al. Ground-fault protection required for rHidantial outdoor, garaga, and bathroom recaptacl■1 At least ona receptacle in an attached garage S.c. 210 • 25 (bl. Receptacle outlets are required outdoor,, In basement, and in attached garage of a one f,mlly dwelling, in addition to any provided for laundry equipment Lighting outlets with GFI protection In receptacle or ahead Lighting outlet required at every outdoor entrance of dwelling-type occupancie, of It -------.J One or more GFI devices (GFI CS, GFI receptacle, ate.) required for personnel proter.tion for all 120-volt, single-phase, 15-amp and 20-amp receptacle outlets installed in the following location in residential occupancies: 1. bathrooms 2. outdoors 3. garages Exception: Ground fault circuit pro• tection need not be provided on receptacle outlets located in a garage provided such outlets are single and are intended for use with fixed or stationary appliances. GFICB in panel /'-... At least one receptacle 1.,,,,,.---~ I in a basement--C., _____ .J At least one receptacle outdoors for one• family dwelling• with GFI protection in receptacle or ahead of It SEC. 300 4. Wiring through wood framing membars In exposed and conc-■led locations If BX, NM cable, or raceway wiring (rigid conduit, EMT, etc.) is used through holes bored in joists, rafters or similar wood members ... Upstairs bathroom Downstairs bathroom or lavatory Outdoor receptacle Cable (BX, NM, etc.) may be run in notch in wood member, but a steel plate 1/16 in. thick must be used over notch to protect cable from nails, etc. 1. Wall-switched receptacle(s) may be used instead of a lisht1ng outlet in habitable rooms Other than kitchens and bathrooms.' GFI receptacle with feed-through protection of all load-side receptacles Upstairs bathroom Cable wiring (BX, NM, etc.) through holes bored in studs must be at center of face and not less than 1 1 /4" from the nearest edge ... · 2. In :iallways. stairways, and at outdoor entrances, remote control or automatic co,.,trol of light1ng shall be permitted . Section 210-~Glbl At least one wall- switch-controlled light1ng outlet or wall-switch-cont rolled receptacle shall be installec in guest rooms of hotels, motels, and similar occupancies. Conventional CB or fuse in ~anel Conventional receptacles Circuit capacity available for lighting and other receptacle loads .. ,if hole is less than 1 1 /4" from the nearest edge, a steel plate 1/16 " thick must be used 10 protect caole against driven nails or screws. 1979 EDITION UNIFORM BUILDING CODE Sec. 3305. (j) Handrails. Stairways shall have handrails on each side, and every stairway required to be more than 88 inches in width shall be provided with not less than one intermediate handrail for each 88 inches of required width. Intermediate handrails shall be spaced approximately equal within the entire width of the stairway. EXCEPTIO~S: I. Stairways 44 inches or less in "idth and ,rair"a~s ser,·- ing one individual dwelling unit in Group R, Di,ision I or 3 O.:.:upancie, may ha,e one handrail, except that such stairways open on one or l:,oth side< <h:ill ha,e handrails provided on the open side or side,. I 2. Pri,ate stairways 30 inches or less in height may ha,e handrails on one i side only. Handrails shall be placed not less than 30 inches nor more than 34 inches above the nosing of treads. They shall be continuous the full length of the stairs and except for private stairways at least one handrail shall ex- tend not less than 6 inches beyond the top and bottom risers, and ends shall be returned or shall terminate in newel posts or safety terminals. Handrails projecting from a wall shall have a space of not less than 11/z I inches between the wall and the handrail. The handgrip portion of hand- rails shall be not less than I¼ inches nor more than 2 inches in cross-sec- tional dimension and shall have a smooth surface with no sharp corners. 1~·M1~. • N 0 ,~· 1l'!•toz• MIN. a~•"'ax. NOT ACCEPTABLE COPY COPY o~ swr, 3 D PLAN CHECKER Citp of Carlsbab (Y~~e.s ~ $20.. I (.. @co~~ l>~\~ /;P. Submit fully dimensioned plot plan drawn to scale showing location size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. ~a,~ ~u~--no--l S•-h...~ LA-Co~-nq (Y)(?a .. ,i) 0 1..0 ~v -,,d· :L .Sei ,1..,.~ JURISDICTION: ____ ....... ___ DATE '71 I ~I 82. PROJECT ADDRESS: 2..$?2/i;s ~UG\~~ r To: A-9~ 1,.. , '-e N ,- PLAN CORRECTION SHEET SINGLE PAMILY AND DUPLEX DWELLINGS Plan Check No. 8 2-'Z-4-J Date plans received by jurisdiction MO • '11 l"Z- :>ate plans received by plan .checker 1v ~ · 1 / ! '} Date initial plan check completed Su rJ by~ 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 oth~r 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 conformance with the cited codes and regulations. Per Sec. 303 (cl, 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 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 returned to you by the jurisdiction, tC: "'BL;>G, I ""l)~ To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on thi s sheet has been made and r eturn this check sheet with the revised plans. Show location of all cut or fill slopes and approximate finish floor elevations for all structures and show elevations at all corners. Sec. 302(bl7. Indicate distance from center-line of street or alley to property line and distance from curh to property line. Sec. 302(b)7 /Plans, specifications and calculations shall ✓-be signed by a California State licensed engineer or architect. (California Business and Professions Code) D. FIR~ PROTECTION '~ Walls closer than 3 feet to property lines /~· shall be one-hour fire-rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceed■ 1,000 square feet on any floor. (Table 5-A Sec. 1709(a) /:rojections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Sec. 1710 and Sec. 504(b) • .,,,,-;rojections, including eaves,shall be one- )"· ~our fire-resistive construction, heavy timber or of non-combustible material if they project into the 3' setback area from the property line. Sec. 1710 Qshow location of perm~y ~red smo~ detector. Sec. 1210 1 o U"c-S..~\ ~-ROOM SIZES1 LIGHT1 VENTILATIONS ANO GLAZING ·,/one room must contain a minimum of 150 square /'· feet of superficial floor area. Sec. 1207(b) Aiabitable rooms, ~ther than kitchens, shall contain at least 70 square feet of floor area. Sec . 1207(b) ~Window area must ~eat least 1/10 of the floor area and a minimum of 10 square feet per Sec. 1207(al. Appears to be deficient in ~~penable window area must be 1/20 of the /°" floor area and a minimu~ of 5 square feet. In bathrooms, laundry rooms and similar rooms. Minimum is 1.5 s q.ft. (Sec.1205(a) ~One-half of all required window area must be openable in _____________ _ ,/nrovide mechanical ventilation capable of ✓· ~roviding five air changes per hour in bathrooms, water closet compartments, laundry rooms and s imi lar rooms if required windows are not provided. Sec. 1205(a) 1y: No habitable room, other than a kitchen, / · shall be less than 7'0" in any dimension. ~C. 1207(c) ✓. Show that ceiling height for habitable rooms is a minimum of 7'6". Sec. 1207(a) , ,, /~how ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7 '0". Sec. 1207(aJ /4 Provide 30" clear width for water closet compartments and 24" clearance in front of water closet. Sec. 17ll(bJ / Handrails shall satisfy the following: a. Provide handrail for stairways over 30" high when serving a single dwelling. Title 24, Sec. T25-22(bJ A Handrail shall be 30" to 34" above the no■ing of treads. Sec. 3305(jJ ,/. No cooking room shall be used for sleeping /'~. purposes, unless complying as an efficiency living unit. Sec. 1208 ·-~pecify safety glazing for glazing in hazardous ,Y· ~ocations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Sec. 5406 /c1azing in shower and tub enclosures (including windows) shall be tempered, l aminated or approved plastic. Sec • 1 711 ( f J ( g J Sleeping rooms shall have a window or exterior door for emergency exit. Sill eight shall not exceed 44" above the floor. ~~1 he window must have an openable aree of .ll~~ t least 5.7 square feet with the minimum IJ,~ 1 penable width 20" and the minimum openable ~f ,fZ(,'\' height 24". Sec. 1204 {!· AVEaves and cornices may not project into 7· ~ required yard more than 2 inches for each foot of yard width if required windows open into the yard. Sec. l206(dJ LA mezzanine is an intermediate floor and ;r-· may not have a floor area exceeding 33 1/3 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 65\ of the long side open to the room below. 4VThe loft you show does not comply as a r· mezzanine floor and is, by Building Code defi nition, a story _____________ _ D. EXITS, STAIRWAYS, ANO RAILINGS Floors above t he second story shall have not less than 2 exits. Sec. 3302(a) o/,Required exit doorways shall be not less / than 36" in wi dth and not less than 6"-8" i~ height, and shall be capable of opening at least 90 degrees. Sec. 3303(e) '~ovide 36" high protective railing for 7 · ;~~ches, balconies, and open sides of landings. Maximum opening between railings shall be less than 9". Sec. 1716 /show how guardrail connection details are adequate to support 20 pounds per l ineal foot at a right angle to the top rail. Tabl e 23-8 e Provide stairway and landing details. Sec. 3305 (b) & (cl a. b. c. Maximum ri se a• and minimum run is 9". Minimum head room is 6'-6". Minimum width is 30". 7 Handrail projecting from a wall shall have a space not less than l 1/2" between the wall and the handrail. The hand grip portion of handrail shall be not less than l 1/4" nor more than 2" in cross-sectional ,dimension. Sec. 3305(j) (see attached) •~very stairway ~ng~ve a dimension, /· ~eaaured in the direction of travel, at least equal to the stairway width. Sec. 3305(gJ ~/A door may open over a stairway landing r· provided the door, in any position, does not reduce the clear area of the landing, in the direction of stairway travel, to leas than one-half the required width of the stairway. Sec. 3305(gJ /. door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower t han the floor level. Sec. 3 30 3 ( i) 2 y. Provide details of winding stairway." a. Minimum tread is 6 i nches 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. (see attached) Sec. 3305(dl sj/. Provide spiral stairway details: / a. Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. b. Maximum rise is 9 1/2 inches. c. Minimum headroom is 6 feet 6 inches. Sec. 3305(fJ (see attached) sJI; Spiral stairways may not be used for required / exits when the area served is greater than 400 sq. ft. Sec. 3305(f) Spiral stairways must have a clear walking space of 26 inches between the column and handrail. Sec. 3305(f) Provide I .C.8.0. 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. 306(al48 and Sec. 306(fl 5_},; In buildings over 2 stories i n height, provide / 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stair- way. An exit balcony with 2 separated s tairways is exP.mpt. Sec. 3305 ~/Exterior stQirways shall not project into )I"' ~he 3 foot setback from the property lines. Sec. 3305(n) I' The walls and soffits of the enclosed usable ~owl 3/e• solid core self-closing door space under interior stairs shall be protected for openings between garage and dwelling. on :he e~cl~sed side as required for one-h@ur Sec. SOJ(dl re-resisti~f construction.v .. /ec.,..3305(ml •~ Garages are not permitted to open into i1-<!..,\1,o -rJl\\\<312.S . '-".llJ d:C,<:2.,\,nc1 y->• a room used for sleeping purposes Sec 1104 nunum construction specifications shall t 7-· · be made a part of the approved plans. l • Openings between carport and residence (See attached) require self-closing doors and stationary I!!. ROOFING ~ pecify roof pitch. . Roof pitch is not adequate for roof type specified. Specify minimum pitch of ----::===:::::... windows. Sec. 1214 lo,<(" Show garage framing section, size of header r-· over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is 1/2 to l or 2•e•. Table 24-I . . . . 1"o ~ ~lll.'i! • Doors between dwellings and attached garages Specify roof material and appllcatio~ ~~~•2..0(lt ay swing in either direction provided Specify I.C.B.O. approval number for roof ~*n-,.~ ~ he difference in floor elevation between materials not covered in UBC. ~Q~ the dwelling and garage does not exceed '~/ . . . -...__,,..__.,,..-7 1/2 inches and provided the door is not /"'· Specify roof slope for drainage or design used as the primary means of egress from to support accumulated water. Sec. 3207(a) the building. y.:show roof drains and overflows. Sec. 3207(a) If the difference in floor elevation exceeds /Provide skylight details to show compliance 7 1/2 inches, or if the door is used aa with Sections 3401 and 5207 or provide ICBO the primary means of egress from the building, approval number. additional steps or landing must be provided ~Provide plastic roof panel details to show / .. compliance with Section 5206 or provide ICBO number. ? Show attic ventilation. Minimum vent area is 1/150 of attic area or l/300 of attice area if at least 501 of the required vent is at least 3 feet above ceiling joists. Sec. 3205(c) P· in accordance with stairway requirements, and the door must not swing over the depressed el. (see 3303(i)2 and 3305 (g). vide 18" raised platforms for any FAU, water heater, or any other device which may generate a flame or spark. Note that continuous fire wall protection shall be installed behind raised platform(a) prior to framing platform. 8. rMASONRY ff. FOUNDATION RE IREMENTS 7 Provide fireplace construction details or Note on plans that•A soils engineer shall note construction to be per attached fireplace eva-luate any unanticipated uncompacted fill standard drawing. Sec. 3707 or expansive soil or other soil problems _L disclosed during construction•. Sec.306(a)l2. P· Show veneer support and connections comply 1/.submit soils classification determination with Sec. 3002, 4,5,6, and Sec. 2516(a) /--by a licensed engineer or architect based regarding ties and t9 wire in horizontal . on observation, teats, borings, or excavations, joints or note construction to be per11tt11ched and containing comments on the degree of sheets 30-1 or 30-2. expansiveness, compressibility and bearing / ~alue. Sec. 2905 ,II'!· Show height and construction details of ll masonry walls. Chapter 24 ote on the plan the soils classification, whether or not the soil is expansive, and Note that cleanout openings shall be·provided note the allowable bearing value. sec. 2905 at the bottom of all cells to be grout filled over 4• in II single pour. Cleanout shall Th• foundation plan does not comply with be sealed before grouting, after inspection. 6 e soil report recommendation for this / Sec. 2415 fl( p eject ./1 · Show floor and roof connections to masonry }~ .I~\~ ;L------------------------wal ls. Connection shall resist 200 pounds '..I"\ .1t"" per lineal foot or the actual design load, '\ f whichever is greater. Sec. 2310 ~} 2 Provide notes on the foundation plan listing :/ v, the soils report recommendations for foundations. Provide material specifications for morta , ~ slab and building pad preparation. grout, masonry and reinforcing steel. \A-<(\ ec. 2403 :'\• l Note on the foundation plan that "Prior 1. \ to the Contractor requesting a Building how how masonry house walls retaining ear hu, Department foundation inspection, the re to be waterproofed. Provide detail. soils engineer shall advise the Building Note that special inspection of t he masonry Official in writing that: will be required for______________ l. the building pad was prepared in accor- G. GARAGE AND CARPORTS ~rage requires one-hour fire protection _,..--~~ the garage side of wal ls and eeilings common to the dwelling. Table 5-B Sec.503(b) l~ll elements supporting floor above garage ,--~o have one-hour fire-resistive pr otection on the garage side. Sec. 503. Beams and posts , not within the wall or ceiling con- s truetion, must comply with UBC, Table 43-A, or be minimum 6" dimension beam and minimum a• by 8" post. 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 / y<;: Show height of all foundation walls. Chapter 23 ';-,I{_ Show height of retained earth on all foundation ✓-· walls. Chapter 23 1/e. Show distance of foundation to edge of ✓-cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29 17'. Note on plans that wood shall be 6" above ~ finish grade. Sec. 24l7(cl 7. 13 . Note on plans that surface water will d~ away from building and show drainage pattern ' iE. and key elevations. Sec. 2905 ( f) 1 ,, 1 "' <, Tl. Dimension foundation per Table 29A. V I. TABLE NO. 29-A-FOUNDATIONS FOR STUD BEARING. WALLS-MINIMUM REQUIREMENTS DU•TN OF WIDTN TNICIIN[SS FOUNDATION 111111110 T111CIIIIHS OF llLOW OF FOUNDATION WAU OF FOOTINC OF NATUUL STOlllS FOOTINC SURF&Cl (IICNII (IIICIIU) (IICNI) OF UOUND AND FINISN CONtlm UNIT UUl MAS~ (IIICMI) 1 6 6 12 6 12 2 8 8 15 7 18 3 10 10 18 8 24 !\OTES: \Vbett unwual condition.• or frost conditionJ att found. footinp and foundlltions sh.all M as requirNI in Stttion 2907 (a). 11,e llff)Und under the ftoor may M rxc:avated to thr eJr,.ation of th~ lop of the footin11. Show foundation sills to be pressure treated, or equal. Sec. 2517(c) 3. Show foundation bolt size and spacing. Sec. 2907(e) Specify size, ICBO number and manufacturer of power driven pins. Show edge and end distance and spacing. Sec. 306(f) Show size, imbedment and location of hold down anchors on foundation plan. Sec. 2312(f) Note on plan that hold down anchors must be tied in place prior to foundation inspection. Sec. 23l2(f) Show adequate footings under all shear walls. Sec. 23ll(el Show stepped footings for slopes steeper than l:l0. Sec. 2907(c) Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Sec. 2517 Show pier size, spacing and depth into undisturbed soil. Table 29-A Show minimum under floor access of 18"x 24". Sec. 2517 Show 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 cross ventilation on at least two approximate- ly opposite sides. Sec. 2517 FRAMING 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 5" and thicker shall be No. l Grade Douglas Fir-Larch or better. (Table 25-A-l) Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with lx4 diagonal let-i n brace or equivalent. Sec. 2518(g)5 ,~✓Note cross bridging or blocking. Floor 7· joists and rafters more than 12" in depth and spanning more than 8 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. Sec. 2506(g) ~- r· Yo· ;r· ~- 1;J. v-,. vfi. y9. 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(d) 5 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 (11) Show l/2" minimum clearance 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(g)4 Show nailing will be in compliance with Table 25-P. Provide fire stops between stories, between top story and roof space, at ceilings and floor levels in interior and exterior walls, in mansard roof or eyebrow so no concealed or furred space is greater than 10' horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with stair run adjoining stud 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 f lame. Sec. 2517(f) 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. 2518(gl2 Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the Building Inspector prior to erection. Sec. 306(f) Detail all post to beam and post to footing connections. Sec. 2517(cl 4 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). Show 3"x4" or 2"x6" studs in first story of three story building. Sec. 2518(f) Provide truss details and truss calculations. Provide roof framing plan. Sec. 302(al7 Provide framing sections through ______ _ Section 302(al 7 Specify all header sizes for opening over 4' wide. Sec. 2518(g) 7 Provide calculations for __________ _ Section 302(al 7 In areas subject to water splash and in exterior locations, wood col umns and posts shall be supported by piers projecting at least 2" above the finished grade and shall bear on a metal base plate or treated wood unless the columns or posts are foun- dation grade redwood or cedar. Sec. 2517(cl4 •' ~-Show draft separation for attic areas in excess of 3,000 sq.ft. Sec. 3205 1 Q✓ Show draft separation for space between T' dropped ceilings and floor above in excess of 1,000 sq.ft. Sec. 2517 Specify plywood grade and panel indenti- fication index. Table 25-J ',/ When roof pitch is less than 3:12, design /' • ridge as a beam. Sec. 2518 (h) 209. / Show access to the attic or under floor furnace to be minimum 30 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 210. Show permanent electrical outlet and lighting fixture controlled by a switch ✓ for the attic furnace. Sec. 708 UMC 21A"'. Show details to comply with Section ~09 7·· for furnace under the floor, Section 708 for attic furnace, or Section 710 for ,..........--:ood shear walls shall not be used to j) roof or outside furnace. ✓· ;esist horizontal forces contributed by 12 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 Gypsum lath and plaster, gypsum sheathing at each floor or ceiling. UBC Sec. 1706(al6 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 ~e • .,),'10 • ;f cripple wall studs are less than 14", 22 . Note on the plan the amperage of electrical raming shall be solid blocking. Sec.2518(gl6 ,-11/ service. Cripple wall studs_exceeding_4 feet in /''-~ If the electrical installation is more ~eight shall _be 3 inch by 4 inch or 2 . y~-than 200 amperes, show panel location inches by 6 inches when supporting 2 stories. and provide a single line diagram and Sec. 2518(gl6 load calculations including: a. Wiring method employed • • Show plywood sheathing over exposed eaves, b. sizes of all conductors, switches, or other weather exposed areas, is exterior circuit breakers, fuses, and conduits. grade. Sec. 25171gl 3 c. Approximate length of service feeders. Shov 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 tuccoed. Sec. 4706(el and load distribution on panel busses. e. Provide typical panel schedule(sl. Provide an approved waterproof building ~ per under wood siding. Sec. 17011a) 2 Dwellings req~ire minimum 100 amp service. ecify an approved flashing for exterior ~ 2 _ 5 • Show location of all electrical receptacles. penings and parapet walls. Sec. 3208 Electrical receptacle locations and/or how corridor width to be minimum 36 •. spacing is not adequate in ?(:::pf 3,.A:N ec. 3304(bl f,NO e,v,c .. Los:.r,;i, cl §'&,S e_:( S Yspecify truss layout for 30" x JO" attic ;P· At least one receptacle shall be installed ccess. outdoors, in basements and attached garages, idges, hips, and valleys shall be at other than laundry outlets. Art. 210-25(bl east one size larger than supported Ji! Show minimum dwelling lighting (NEC rafters. Sec, 2518(hl 3 Art. 210-26(al and GFI'S in rara29, baths 19Y.Provide metal straps across ridge beam ft ~doors_ NEC lt"rt. ~IO-!al. / and rafters. ,· 22 . Note "UFER" ground to be provided (NEC). J. MECHANICAL Art. 250-81 All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Me;.?4nical Code. ,,)f'O· Show the size, location and type of all heating and cooling appliances or systems. ~,.,(. Show source of combustion air for furnace J"1 • will comply with Chaper 6, U.M.C. ,/.... Every dwellir¥:! unit shall be provided_ with .JI"~ heating facilities capable of maintain- ing a room temperature of 70° F. at 3 feet above t he floor in all habitable rooms, Show basis for compliance. UBC Sec. 1211 Show minimum 30" deep unobstructed working space in front of furnace. Note on plans,clearances to be per manufac- turers listing. Sec. 704 UMC Furnace shall not be installed under any stairway. Sec. 704 UMC Furnace shall not be installed in any bedroom, bathroom, closet, or in confined s pace wit h access only through such room, unles s s pe cified as direct vent appliance, enclosed furnace or electric heating appliance. Sec. 704 UMC b, PLUMBING (Uniform Plumbing Code) All plumbing shall comply with the Uniform ?.ing Code. Show water heater size, type and location on plans. Show method of providing combustion air to fuel burning water heater. Sec. 1307 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. Sec. 1309 Provide adequate barrier ~o protect water heater from vehicle damage. Sec. 1310 Show T and P valve on water heater and show route of discharge line to exterior Sec. l007(el Provide dryer vent to outside. UMC Sec. 1903 Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices. Sec. 1003 3!iuw rcso dpptcoal fut pzcfab fitepl&e~ ~ aod pnwi.de.,..ppsanrali it11tt,:sl:latlon 1nstructiona-,, at jch she. ~-Q.a..,yt.,~ -:- Shower stall shall accomodate a 30"circle and have a minimum floor area of 900 sq.in. UPC 909(d) NOISE INSULATION (DUPLEXES) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and an Impact Insulation Class (IIC) rating on floor/ 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. Titre 25 Provide insulation in walls and ceiling to achieve STC of SO between garage and living area if garage use is not controlled by resident Title 25. y. ENERGY CONSERVATION All additions to existing residential buildings must comply with Title 24 energy regulations. Additions exceeding 301 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 valves for walls, roof and ceiling. (R-ll for walls: R-19 for ceilings, or provide details and analysis _ _/for alternate design. T20-1403 Table A, 2B. j,7J• Specify the gross floor area or heated portions of the dwelling, and the area fJ· :>'- of glazed openings on the plan. (T20-l430) 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 301. (Exceptions: 48,000 BTU Hr. output furnace. See also Ca lifornia Efficiency Adjustment.) T24-1404 Note on plan that all tranverse ducts, plenums, and fitting joints of KVAC 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-l404) Note on plan that all doors and windows to the exterior or to unconditioned areas shall be fully weather striped per ANSI Standard. IT20-l40J). Note on plan that back draft dampers are required on all fan systems exhausting air from the building. T20-l403 Electrical resistance space heating shall not be used unless: a . 60\ of heating/cooling is supplied by a nondepletable source. b. supplements a heat pump system. c. less than 10\ of total heating system. d. life cycle cost analysis justifies. T20-l404 Note on plan that all heating and cooling equi pment 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 without /- an Intermittent Ignition Device. T20-l 405 Elec~ric ~esistance water heating is not permitted unless verfied as cost effective by a l ife cycle cost analysis. T20-1406 ~ o. 301. 302. Outdoor pools with fossil fuel heaters require pool covers as well as other energy saving devices such as time clocks, etc. T20-1406 MISCELLANE·ous 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. 1707(a) Specify lath and plaster to comply with Chapter 47, UBC. Two 3/4" copper pipes must be installed 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 cvnvenient 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.) 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. By: ________________ _ Date: __________________ _ 0 Building plans would be substantially correct and complete if minor corrections are made at counter. By: _________________ _ Date: ------------------- Building plans require major corrections and complete plan recheck, by plan check engin~ required. By: ~ G \ L-~ " I A N. Date: '] \ \'7, \9 k If you have any questions regarding this plan check, please call -:::rlW\ at11+-L S"(oO 14'.0,) We would also be pleased to meet with you, at no charge, if additional assistance is needed. □ Bldg. Dept. VALUATION AND PLAN CHECK FEE PLAN CHECK NO. BUILDING ADDRESS c; t; -~ t:,.; ,; L V C \ 8 2.. l\....l "I='} APPLICANT/CONTACT -re'S) &0 \... Y) l !)(={;_,:} PHONE NO. 4-72 l q 4 \ I BUILDING OCCUPANCY \Z.-;> l,!)ve \0f..) DESIGNER PHONE _____ _ TYPE OF CONSTRUCTION t;'-(\) CONTRACTOR PHONE ~ SIG\Y\eA S ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER L ,v \f'v ~ I Aoo '<' J '/-... L~t ~ l l.o 9 20 0 ' Lc:.-UA---O~ ~ .. 4-G,7--J. 2. -./... I zoo I I 06 0 0 ' Air Conditioning Commerc i al -- Residential I Boo Y--:.2-~ ,z tµJ 9G::>4-0 -I Fire Snrinklers Total Value , 88)9ze, Building Fermi t Fee ___ ....,GJ .... !? ___ 5_,....,5..._0=------ Plan Che ck Fee ______ 4...:;•.....::tfa:;;...;:ao:;...;.'..:.;LO::;...._ ____ _ C Ort.M EN TS l -------------------------- PHILIP HENKING l!IENTON P"ESIOl:NT • CIVIL ENGINEU, Schrock, Inc. 1865 Moreno Boulevard San Diego, California 92110 BENTON ENGINEERING. INC. APPLIED SOIL MECHANICS -FOUNDATIONS 111140 RUFFIN ROAD SAN DIE GO, CALIFORNIA 92123 October 26, 1982 Subject: Project No. 82-10-22M Moisture Contents in Subgrade Soils Lot 200 of La Costa N.eadows Unit No. 1 Carlsbad, California Dear Mr. Schrock: ON~ (7 14 ) !18!1-1118!1 This is to report the results of tests to determine the moisture contents of the soils in the upper three feet below finished grade in the proposed building area at the subject site in Carlsbad, California. · The soil samples we re obtained on October 25, 1982 and the results of the moisture determinations are presented as follows: Approximate Location of Samples Northeasterly portion of proposed building area Southwesterly portion of proposed building area Depth Below Existing Grade in Feet 1.0 2.0 3.0 1.0 2.0 3.0 Moisture Content {% dry wt) 16.8 16.3 14.8 17.6 16.3 9.6 It is concluded from the field observations of the various soil types and the final results of the moisture determinations that the soils in the upper three feet below finished grade at the locations sampled have been sufficiently moistened to minimize the potential expansion of the soils, as recommended in our report under Project No. 70-10-28D dated October 12, 1971. It is recommended that positive drainage, 6 inches of vertical fall in 6 feet horizontally, should be provided around the perimeter of the house in landscaped areas. Drainage systems should also .. Schrock, Inc. -2-October 26, 1982 Project No. 82-10-22M be prov'ided to collect all runoff from roofs and conduct the water in watertight pipes either into the streets or storm drains. Al I surface drainage should be prevented from ponding adjacent to or running over the tops of slopes. Inlet boxe_s and watertight pipes should be installed when necessary to comply with the above requirements. Respectfully submitted, BENTON ENGINEERING, INC. By -t'R:~ ~ac•~t"t-R.C. Remer ~ /} 'Gl Reviewed by -· w ~ Phil~iv1f~neer RCR No. 10332 Distribution: (3) Addressee RCR/PHB/jr BENTON ENGINEERING, INC. ... ! -••/ I □CMTOl·J ,-l~CINU-.1.:lhJt:;, INC. I OUNl)ATIUN!i 6°/.St t I ( A •ut./ 1'()111 t VAUD bAl,1 IHI t,, I "I If -.,td,:IA 112115 .. HILIP H,.Nl(l~G U! r-HOII Ptt1•1ntfi'IT . C,:IVH, l""""'1hll " O,..lc ,!,l.r 12, 19/i Rancho le Cc-:.lo r..outc 1, Box 25!JO Cncinitos, Ccllfor11la 92024 Subject: Gentli:r,1cn: P1.:>jcct No. i'0-10-~:UD County P,mnit No. L37[b Interim f{cp.:>rton Conir1,c.l _ I r ill -:d Ct,)UJlJ And Clc;sificc.tion of $,:,ii Ctndltion~ Lots 1 to W-t, inclu!.ive, H:5 1-., 18?, in -:.IL ... ivc 192 to 253, in :h,siv..?, 1.1i1,l c~rt<1in ~t,u .. l Arcw Le., Costa i\kc.J~w:. U,1it t~·,. 1 Son Dico-> County, Cul ifom ia !,AN 01P ,.n ~"·'•~h.,. l A. M• YA.• 4t,~#-!..t,L,4 This i, h> report the results of k:.I~ cind d 1~...:rvutio11S 1,1,,~lu in orclc-r 1,1 ln:;pcct tLu Lornpocti~n of filled gr.:iur,d ploc.ed on ce:rtnin t:11:m of l ol:; l lo 5, indusive, 9 I\.) 15, i11r:l,,~.iv11, 23 h> :.;.1, inc:lusiv~, 55 lo 5'), inc.lu .. ivu, 61, l.-1, {i/ Iv 72, i11t.lu:.ive, 75 to 91, inclusiv.!, 10,t to J(JJ, Inclusive, 112 to 119, lncludvc, 121 t,> 1~4, inclu:.ivo, 160, li'3 to 181l, lnclu.;ivu, 106 lo 13?, inclusive, 1~2 to ~18, incluwivtJ, 2~0, ::·,:1, 222, 2.:.:.~, 231, 232, 233, 237 lo 24/, inclusivo, and portions c,t Unlcomlo Strc-!t, Alga l:Jcd, lucit.Jniu~'J St,:.:ot, Luduinoyu I luco, Alismo Street, Antilcpo Streat, /.,bcjono Stic1Jt, G,ullo Strcut, Pc1sa Street, Unicornio V/ay, Unicornio Place, Unicornlo Court, Unicornio SlrLct, Av0 D..?I Poraiso Street, Abedul Street, ALcdul Place, and Zodiac St1e.:?t in La Co~ta /\\ouJow:. U,)it l·fo. 1, San Diogo County, Californic. Tests were also taken In soils placccJ us bu<.!dill ov~r utili,ly line:. in Unit No. l and in coinpact<:d filled grountf plocrd on Lots 466, ~6'/, 1:k',u, 4lN, c,nd 470 llf Lo Co:.i·a Meadows Unit l~o. :.:t. Compac- ting of fil IE:d uround has not Ut.:cn com;il,•tt,cJ on Lot 1 ~·:!> end tho results of finol le:.t·:. and impuc- tlons on this lot will bo includeJ in our fi11ol l(:p,1rt en thh unit. The fills on Unit t-Jo. 1 1e:purtcd herein we,c plo~ec.J during tho pcrioC: b ,lrn:·on Novcn,l.h.:r Y, 1970 ond Scplc11,Lcr 20, 1?71. Tho opproximcto areas om.I c,_.r,t l,s of fillc-J u1our,cJ pluct:cl under our inspection in.occorclancc with the approved spccificoticns urn shown 011 1111.: c.11tod1 ~d U,awing No. 1, entitled "Location of Corr:poctcd fill1.:J GrounJ,11 ll,c !.Jiuuina j'lt111 11'.,t.;J lor the plocemc11I of filled u1ound was prepared by l,ick Enginccrina Compcmy 011J lmt rovis1,;J Jonuary 29, 1 '//1 • The cpproximato locctlom at which thu tt:'..ls woru tuLcn and the fin st results om presontc;cl on pa()CS T-1 to T-43, lndusivo, u11dc1 1111,; 'ToLlo of ·rest ~:csul ,~," :1roup of 9 test!> taken during the lnith,I groc.Jinu of /\lvu f;uu J u11.,; i11c.luJoJ 011 pnao T-43 ol •1•o "Table of fest Results." The loboroto,y dJtorminatlons of tho rno,dniurn Jr,' d(:nslties and optimv111 moisture content, of -·· ·, ' f · • '·' ·; . l Li' ,,. ' ) . 'rOj~C: 1'-lv . l --•-/J, -:~-Ocr,1!>; r 1~, 1~'/1 · ·Roncl,o Lu ~c:.t-1 ~ the: mcjor fill.r.iot~iicls c ·c prcscnt ct1 0 11 1,,, 1,•r, 1.-1 <•)d 1.-2, undor 1110 ''LolJ01 ,1t(l,y Tes~ R~-;0lts.11 Svme or th0 rt1axim11m dry J ~nsitics !.lv:,w:1 in 1k , ·'Td,lu of Test Results" wcro c0r.1binal'iom of th~. The tests were tal:cn <lurino the ,·.-, .. -.-!dr 1,crh:d~ in<licatc<l bJlow: Te:st Number 1 to 12, indusivo 13 to 4G, inclu:.ivo 4? to 79, indusive SO lo 10-i, indu:.ivc 107 to ~r.9 inclu~lvo 159 to 200 inclu:;ivc 201 to , i11clusivo 24J to 319, inclu~ivc 320 to 360, inclusiv\l 361 to 441, inclusive 442 to 552, inclu~ive 553 to 629, inclusive 630 to 705, inclusivo 706 to 77,t, inclu!oivc 775 to 870, inch1sive 871 to 947, inclusive 948 to 1039, indusivo 1040 to 1121, inclu:;ivo 1122 to 116i', inclusivo 1168 to 1?.lu, inclusivo 1217 to 1232 , inclusivo 1233 to 12i'4, inclusive 1275 to 1283, lnclusivo 1284 1285 to 1291, inclusive 1292 to 1293, inclusive 1294 to 1303, lnclu!.lvo 1304 to 1307, Inclusive 1308 to 1320, lnclu~ive 1:121 to 1329, inclusive 1330 to 1335, inclu!.ive 1336 to 1350, lnclusivo 1351 to 1356, inclusive 1357 ond 13!,U 1359 to 1370, Inclusive 1371 to 1376, Inclusive Wod; Enc.ling Novcmb,.n 1 '1, 1 S' /0 Nov<..mwr21, 1970 Novombcr ~C, 1')70 Dcccrnbcr 5, l Yi'O Dcc.\)mb~r 12, 1970 DcccmLor 19, 1970 January 2, 1971 January 9, 1971 January 16, 1971 January 23, 1 ?71 January 30, 1971 February 6, 1971 February 13, 1971 February 20, 1971 Fol.,ruory 27, 1971 Morch 6, 1971 tv\orcl, 13, 1971 Morch 20, 1971 Morch 27, 1971 April 3, 1971 April 10, 1971 Apri I 17, 1971 April 24, 1971 1-kJy 15, 1971 f,..~y 22, 1971 Moy 29, 1971 June 12, 19/1 Juno 19, 1971 Ju I y 17, 1971 August 7, 1971 August 14, ·1971 August 21, 1971 August 20, 1971 Soptornbcr 11, 1971 Scptom6or 18, 1 ?71 Soptombor 25, 1971 Lots 190 and 191 we1c not 01adcJ ond thc1cforo romain ot their original natural ilope. l\r t-. HJN I t4,,lt41 I UU4:,. ltH .. u ..:k ! ,. I /, 11)7 1 ... 1hc fi:1 ... l 1.;~ull!, c.•f I, ~I·, (.1:.1 ,!.-: ·,,., ·. 11: 1 ·,.::, -.: ll11.1 t ti:'.' r.1.;.,poct, d ,ill , :l u1 ;.;un l ;;.,., l ~,:,n pieced ct 90. j-:.:Ct.:C.:lt c,f ir:;• 111-~"il.l"l'.l (!1~· ,· . j :r er ~;rco:.:r. It ho~ I:::·. II u..::crmin .:d ll1 at tl1c fill r..c:le:1i~ls, co:-:i;;aclcJ I,) 1,:J r, .... ;cr.n1 ol 1:., ,, .·:1.i111um 01)1 dm~lty, h.i'.•..:. 0 sufo b~arino yq l,_.~ of 1?30 pvJ:-id~ p~r s-:;uorc: f.:ol f:,1 (>:) • fc::,t \Ii,' ,·,J1ii inL'u1°·. f.._•otinr,!:. f1YJ,1.l..J at a minim~rn depth of en::-foot L,clow finU, r:rc,!.: c:,1,11·•lc.1..:.,: :1 -: .. {, t 01 1,,u,11 inddc thl? ti,·> of corn:,cc t,:cl fillnd ~ I • ground d:,,,1.:5, If foo:i,, ;:, <110 r,kc~J ck:_, ,., ,:. : u:,::i:c.:J sl1-;'.'S them 5 fc..:t imh!,.! th.: tc p of corr.?octd !illcd !J10L1riJ ~i o1~,•;,, lh~ · .i d1, . .11ol,! I· d: .:.i:,cncd c,n\! foot lic.:IM, a 1 1/.?. l,o.-izontcl to 1 vcrtic'--1 lir,c p1:iil.dl.'..11 "ulw~rJ c111d ,b v11 ,,:.;r., 1,0;~1 o p,dnl !j feet huri:.0:11.::illy in:;:c.fo t'10 top of compactd fill!.!~ u::1i.:11u ~le-:-,~~-·1c-~1 .. i11,:,,_,,1, tk,t t!io CC..1111~0..:te,cl filkJ u1utrnJ i:; nr.lr-:q uate to soti!fc~lorily Sl;pport tl,o J.,ro;,o~-.J wo"'I 11,.1:. dw~d linu~ \Vilhout <lotrin1::ntcil sottl<.:rn.:nts. Expensive day, ~ilty d u}', 011J ~C:'.i:;)' c.lui' ~l,il-.. ...... ,..: plul:•~d in tho lJ,-•j •.1 thrco feet in :crl·oiri com;;cct-:J fill Oh.;~~ .:mJ c.ho c;.i:t in•~ .... u,>i•-1 11..;.o fcut L luw finislH .d t.;1c..do in cotutn cut creel$. ilit. final cla;))iiication .. of 111..: sci I condition:. oxi~tino on each lot uro presented as follov.1: Lots lo 16, lnclu~ivu I~ to ~1, tnc.lu)ivu 34 to 50, inclu~I vo 52 and 53 50 to 6-1, inclusiv1J 66, 67, c.inJ 63 70 lo 02, i11.;.lu:.ivu 87 tll 92, i11c.lu .. lv1J 105, 1 o.s, 107 117 to 131, ln.:lu:.lvu I l'J Lots 17, ~1, 54, 55, 56, 57 65, 6-J, 03, .!H, cs, 06 93, 22, .l,0.1, l0J, 109, 110 112 to 11.'.>, inclusivu lots 3J 94 to 9U, l, ... luilvu 100 h> 1 O~;-i11e.lu~ivu 111, 116 Lots 13,1 lo 1 '19, tncl usiv0 152, 1!>3, 154 158 I.> 161, tnclu~iv\J 167 to 1i'6, inclusivo 179 le, 102, inclu~ivu 10j " o 189, lnd1,;ivt.! 19'1 to 2:JO inclu:.iv'1 234, 2 239 lo 2'13, tncluslvu 246 oncJ 247 Lots 132, 133, 150, 151 155, 1!>6, 157, 162 1n 011cJ 170 183,192,193,238, 244und248 Lots 163 to 166, tnclusivo 231, 232, 233, 235, 236, 245 249 to 253, tnclustvo 11t t JH•I .. I t1 .1,,.1 I 11UH, la.''-· hcic<--1 l~v·. i'1>-10-::,,u .. ., ·-· l ·- £:<$1,d-,c ~c C.·:a It is 1ccQr.,:-;:1·:.'d~-J that t:·,~ fo :lo,·1i11~i :,:. ,:it I d"~:~:.1 r:,,d p:c.:coutions he token for t!w houses to bo construc ted 0:1 the c,~~v ::• lo~s : -t( AvotJ th~ l i'.'.~ of i~:-i!t.t ., 111 ,:ra,r pi,:r!>. ll:.c continu,-:,us footings throughout, einJ pl c,-..1: ri, .:.a at u 1"i1.i, .. ,,111 dq,tl1 ,,i' two feet l>c:low tho lowest ocljaccnt cxl.::rior fi1 1~.1 urou11d !ti,it ... (;. r,1.;ir,fo ic.:. L.,hl i11torconr,~ .. 1 , v111,111 o u.ly ,-1itli steel l>cr1s oil interior and ex•l·ii·Jr f,_,~J:ir:;":$ will,,::·.''> l1.,1 l•t :; i1.c!:.:::. oLovc,; Ilic l>ottom of the footings onJ om: ··5 L..:1r plct(,. ! 1 1/J i11t.k.-. 1:-Juw tliu top of the sh.:ms of the footirius. Ex\!rcb..: l..\','ry e ffo rt 10 c · .urc tl1'JI 111.:i s:,il 11nJcr th:.1 foundutions o nd slCJ!,s has o uniforr,1 m~•b luro C:<•ni iii, 1 p~:rc.;l nt· lu 3 porcf!nt nrl.Clh!r Ilion ujJtir,1u1n through- out tho lei:, :J 1·~e:t b:.::ow f rnU,oJ or.:.d.J at ti10 tlmo of JJluci119 foundations and slabs. Uso 1c:is.:!d \'J.J.ld..,11 ll o," ... ,:.~,t :.pc1n k.h·:1.,cn contlnuou:. footings, or uso oil conc1ot-.! :.bl·J with 6 ·< <:, •• l(flO Wl.ld. J wiru fabric ond µroviJ3 a minimum of 4 inchc,.; <Jf ,. l~cin ~ud l).m.;:l·th oll cc111.:r<..tc slal>s . /\ moisture l>arricr should b.:, riroviucd in iii:. ~ur.:.l l:1;1.:r 2 inclws below slobs under living areas. s~pa,at.J cm<:,·,J i.lcJ:.-·; fr,·,11: p.:rir:,.;tcr f iotinas by a 1/2 inch thickness of con-\ structio11 f'-·11 01 equiv,,!, iii, t...., ,.i l,,-,., :mkpc:11dcn t niovcrncnt of QC1C1gc slobs rolutiv~ l u i:-.ri111.~li :1 tv.,1i1,:.;~. /.!.:,u1 ... lu1111~l:..tc i.cpwcrtiun Ly oxtcncling the? felt ov.:r tl.l: 1'ull cLw.L_,,i :liw f1 u11t tl1 it.l,,•11~J cuuc.: or th.J gu1uoe slab. Al~o, cut off tli~ o ,Jlll:.Ju door :.il,•$ ut· kast 1/2 i11ch ubove tire slul>. Provide po~ilh -.! clroinl::1,: 1",:'1}' f1cm C1ll pcrimc:tcr footings to a horizontal dlstancu of c..t least 6 i1.~t uul:.i~.! tho h.:,uso walls. Those lol'i listed as Type 13 lvl:> :.houlJ fo!l o\'I all tho <Jl>ovc-li~tcd rcco111111cndation, ·vilh the two following exceptions: 1. Thu continu..111=. foo ti1,:is lllll/ liJ pla.:::cJ at a minimum depth of 10 i11cl1c:. below tho lowci.t oJjuccnt u>-.101 il,r fi11ul u1ou11J su,foco rotlicr tl,an tl1e two fcot recomm::mJl.!u for Type A l0ts. 2. Sln:)lo 54 lio1:i pluccJ o:. dlit ctod (oLovu) noar tops ond L10ttmns of oil interior and cxh.•dor footing:; may Lo ~u6;tituh,J for the 115 bars rocomrncndod for Typo A lots. P.ecommcndotium 3 I-> 6, inc ll1:,ive, os li~llHI for Typo A lots, ore also oppllcol>lo to tho Type B lots. • P,o;<. .. t I,.:,; /0--ii..: .. ~.:,:., ~c:·,:1-,J_ Le Cc:.l.:.i On!;· 1,c:1cxp.:m~ivc• ~.:.,;! condilit,r,,; ·:1v 1c <../, .• ,,.. d ir, I:,_· u1 •;,cr thr.:io feet <.'11th~ Type C lo:-i. ond therefore.: ~p .:ci~lly dc~io n·-J 1·iJ(.,lillfJ, t,11d '.-k '.J· will not li.J required on 11,cso lots. Rcs;.;~clfully submitt~d, BENTOl-.l ENGl!·~EE!'ING, INC. B "7 ,.,.~ _,·;,, y ·-',{-. ·.t·'_•.· .. •-~-·:· ----·- R. C. R~;:,cr , . -) } . . ) --. -. J ,, ,, I ) , • .: ••• -·- Revi~~/\..J b~ , 1:. !, ".,, "\, / ( _· • , ·,; .:~;: ., ''-ce.----;_,._--.ll-~----.. O(str: Philip IL Denton, Clvil E11uincur (7) AlJH.mcc (2) Rancho La Costa, Inc. Attention: Mr. Uu,ton L. l~fl :r11ur ( 1) Rick EnginccrinJ Co;npcmy (2) S.JJ\ D;l .JO County Cuil~in~J lw,:.··,c lion Vista Off1ce LEUCADIA COUNTY WATER DISTRICT APPI.ICATION FOR SEWER SERVICE Owner's Name Ted Goldberg Mailing Address 2311 Via Aprilia Phone No. 481-6944 ----~-----------Del Mar, CA 92014 -SJ,, Service Address : .;25£/! Lucierna9a Street ~ J'S 5 Tract Description: lot 200, La Costa Meadows JI,,/ Assessor's Parcel No. 215-300-07 --------------Type of Building ___ du~p_l_e_x ___ No. Units 2 Connection Fee Lateral Size: 4" 611 811 Saddle Easement Connection(pre-pd Extra Footage: __ @$ Extra Depth: ___ @$ __ _ Amount Rec'd $_800.00 Ck. No/Cash #030854 Lateral Fee Prorated Sewer Service Fee $1 ,200. 00 400.00) 800.00 Date 9/12/79 Rec'd By SLW Total $1 , 200. 00 ---- 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 corrmences 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 agree~ to the conditions as stated. 9/12/79 Date -c"' -· • -----··---- ✓ Ool I 'l..-l 0337 T"Ac_c_o_u_n t-,---:-N~o-. •