The URL can be used to link to this page

Home My WebLink About2724 UNICORNIO ST; ; 85-208; Permit"' z 0 ;::: <( ac <( .., u "' 0 C I[ 0 u ac "' 0 .., 5 .. ii "' z ~ z 0 ;::: <( "' z "' Q. :E 0 u "' a: "' "' ac 0 3 jl O I hereby affirm that I am licensed under provlalona ol Chapter 9 (commencing with S.Ctlon 7000) ol Division 3 of the Business and Proleaa!ons Code. and my license Is in full force and effect. Lie No ------Clm I hereby altirm 1hat I am exemp1 from the Conlrac· tor's license Law tor !he I01low1ng reason (Sec 7031.5 Business and Proless1ons Code Any city 01 county wthch re-quires a permit to construct. alter, improve. demohsh. °' repair any structure. pnor tolls issuance also requires :heap-plteant for such permn 10 hie a sii;ined statement that he 1s licensed pursuant 10 lhe prov1st0ns ol the conuacto( s License Law (Chapter 9 commencing with S.Ctioo 7000 ol 01v1s1on 3 ol the Business and Professions COde) or that 1s ex-empt theretrom and the bas,s tor lhe aHegeo exempflOn Any violahOn ot Sect10n 7031.5 by an apphcan1 for a permit sub· 1ects lhe applicant to a ~Vll penalty of nol more than five hun- dred dollars l $500) I. as owner ol the propeny. or my employees w1lh wages as their sole compensation, win do the work, and lhe struc-ture is not intended or oflered tor sale (Sec. 7044. Business and Prolesst0ns Code The Conrraclol" s l,cense law does not apply to an owner of prc,perty who builds or 1mpr0\li!s thereon and who does such work himself or through his own employees. provided that such U'Tlprovements are not intend-ed Of' offered fOf sale II. however. the bU11d1ng or 1mprove- men11s soki within one year of complellDn, the owner-builder will have lhe burden ol prOV1ng tl'lal he did not build °' un- prove for the purpose of sale) O I, as owner ol the property, am exclusrvely contracting with hcensed contractors 10 construct the proiect (Sec 7044, Business and Proless10ns Code The Contractor's License Law does not apply to an owner ot proper1y who budds or im- proves !hereon. and who contracts fOf each proiects with a conlractor(s) license pursuant 10 the Conlractor's License Law) □ As a homeowner I am improving my home, and the follow mg cond1t1ons exist 1 The work is being perfOfmed prior to sale 2. I have llved in my Mme for twelve months prior to complehon ot 1h1s work. I have not claimed !his exempuon dunng !he last three years g :h~~ ,":ae:)l' under Sec ______ • B & P C ------------- 0 I hereby affirm lha1 I ha•e a cert,ftcate of consenl to self insure, or a cer11hcate of Workers Compensation lnsu,ance. ()( a cer11t1eo copy lhereot (Sec 3800 Labor Code) POLICY NO COMPANY D Copy 1s filed with !he city 0 Cert1hed copy ,s hereby lvmlshe<I CERTIFICATl OF EXEMPflON FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed 1t !he permII 1s tor one hundred dOllars cs H)O) or iess) 0 I cerhty that m the perlormance ot the wonr. tor *h,ch this perm11 Is issued, I shall nol employ ,iny person in any manner so as to become suDIecI 10 tne Woliters CompensaI1on Laws ot Cahforma NOTICE TO APPLICANT If af1er makinJ 1h15 Cert, hcate ol Exemphon you stK>uld oecome subIect 1'J the Wot1i1.ers Compensation provisions ot the Lat>or Code you must forthwith comply with such prov,s,ons or ttus permII shall be deemed revokecJ O I hereby affirm that there 1s a construchon tendtnQ agency 10, the pertorrnance ot the won. to, which !his perm,I ,s 1ssueo tSec 'J,(/J7 C1v11 Code1 Lenders Name ___________ _ Lenoe, s Aoa,ess __________ _ .,,,cT PEN ONLY & PRE~S HARO APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS r CARLSBAD BUILDING OEPARTMENT APPLICATION & PERMIT 1200 Elm. Carlsbad, California 92008-1989 _(619) 438-5525 AV NEAREST CROSS ST. VALUATION PERMIT NUMBER BLOCK • t ASSESS~;frs6-~3-S0-5S-Att£ACTOA LJ'l.' ~s;;Ji o ' HONE I ;::J <gs-~oe TOR'S ADDRESS O PLAN 1.0. it 5'1 BLDG USE co~- ., DESCRIPTION OF WORK f\ • C\ ~ ~-:I:) DESIGNER'S ADDRESS I DESIGNE~'S PHONE I ~ I ~~ -□ '""'"I I •j,• It:~~ I ';" i V '1 BUI;~;:~ GRAOING PERMIT ISSUED OCC LOAO CENSUS TRACT 1 GP LANO USE l:[f ~E I RES t'TS I YO N)( 1 REDEVELOPMENT AREA vO ~ V11 Fl RE SPA vO N,K Not Valid Unless MJchine Certified QTY. PLUMBING PERMIT -ISSUE 1 l::.I EACH FlXTURE TRAP~ ~.s-n EACH BUILDING SEWER EACH WATER HEATER ANO OR VENT EACH GAS SYSTEM I TO 4 OUTLETS I EACH INSTA~. ALTER, REPAIR WATER PIPE ~~ 7LH5 .- /,, .st, "3.575 A..~ QTY. 7 7iJ ---,- MECHANICAL PERMIT -ISSUE INSTALL FURN DUCTS i.JP TO 100,000 BTU OVER 100,000 BTU BOILER/COMPRESSOR UP TO 3 HP BOILER/COMPRESSOR 3 15 HP MET AL FIREPLACE 3~ ""'±_ SUMMAR~ACCOUNTNUMBER I -ld'1l5 I • tri BUILD-ING PERMIT 01-00-00-8220 , l.J-ljq, ~ - 'lol.s-ti SIGN PERMIT 01-00-00-8221 PLAN CHECK 01·00-00-8806 TOTAL PLUMBING 01-00-00-8222 _-=3 -ELECTRICAL 01-00-00-8223 5S- d,.,.·-MECHANICAL 01-00-00· 8224 -=:2..::i- EACHGASSYSTEM SOR MORE _j I I EACH VACUUM BREAKER L) •. .SC MECH EXHAUST -HOOD DUCTS 1 . 11 "'vo,ccnv"'c v1·vv·vv·oua 1 1 VENT FAN SINGLE DUCT @._ ~ -.::a-. MOBILEHOME 01-00-00-8225 I " WATER SOFTNER RELOCATION OF EA FURNACE/HEATER 1 . 11 , .. vu, .... v, .. I " I EACH ROOF DRAIN (INSIDE) . I • N :>ULAK MORII ~HOME PARK INSP ,..n, .t.n 01-00-00-8226 --I TOT/:.L MECHANICAL • STRONG MOTION 80-92-33·0519 TOI A.1..PLUMBING T (,., I .sr, d),.;J .-FIRE SPRINKLERS 01-00-00-8227 1QTY. ELECTRICAL PERMIT -ISSUE .< ./ \I QTY. I SOLAR -ISSUE PUBLIC FACILITIES FEE 32-00-00-893) BRIDGE FEE NEW CONST EA AMP SWT BKR ;:iO'Z)A:;.d i:=:j?'\ --11 I COLLECTORS SCHOOL FEE .,.PISTRICT 1 PH 3 PH "'l" STORAGE TANKS CarlsbadTJ .-_ 80-92-21-0519 EXiST BLOG EA AMPISWT BKR ROCK STORAGE Encinit~.~22-0519 1 PH 3 PH PUMP San Dlegu1to 80-92·23-0519 REMODEL ALTER PER CIRCUIT PLAN CHECK FEE San Marcos L. IR, 80-92-24-0519 TEMP PO LE 200 AMPS OVER 200 AMPS -LICENSE TAX 01·00-00-8162 I ~..J?lf.---I TEMP OCCUPANCY DO DAYS) MFF80-92-57-0519C..,¥-_"'r'<\WD I ;_88()-::- Q) I~ >-Ii E Q) I ~ -0 18 C «l u a. a. <I: I .>< C a: 0 (/) (/) Q) (/) (/) <I: I ;: .2 ai >- ui (/) Q) u 0 a: «l iii 0 ~ Q) u C «l C u:: :::. C Q) ~ (.'.} 'I ' CREDIT DEPOSIT : TOTAL ELElTRICAL :s-S. -TOTAL SOLAR -• " TOTAL FEES PAYABLE 1:.-------------------■---■------------i------------....1-----~------------■-----;::..::;..:.~ .. ~-■--4 i I HAVE CAREFULLY E:i:AM1NEO THE COMPLETED "APPLICATION ANO PERMIT'' ANO 00 HEREBY Exptratton Every permit issued bYtheBuitdingOfhcial under the provis,onsof th15 * AN OSHA PEFW:T IS REQUIRED FOR EXCAV.A S OVER 0 u Q) a. (/) C CERTIFY UNDER PENlO.L;Y OF P.El'IJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by hmitahon 8nd become null •nd void If the buildmg or wor!\ 5' O" DEEP ANO DEMOLITION OR CONSTRUCTION OF I • . • authonzed by such permit Is not commenced within 180 days fr the Cate ot such DECLARATIONS ARE TRUE ANO CORRECT ANO. I FURTHER CERTIFY ANO AGREE IF A PERMIT IS permit or if the building 01 work authorized by sue per 15 suspended or STRUCT\JR£S OVER 3 STORIES IN HEIGHT I ISSUED TO COMPLY WITH ALL CITY., COUNl Y ANO ST ATE LAWS GOVERNING BUI LOI NG CON L..!l!!;bl!!n!!;do~n,!ed~•!,_t a!!n~t!!_!1m!!e!..!•!!fte!!r:Jt~h,!e..!w~o!!;rk~1s'.JC~o~m~m!):e!_!n!,C1:!2d..!:fo~•~!!r:!.!1od~o~f:_:1!]!80!Q_l;d!!•.i::•L--r,"!'!!'!"!!...,~...,-----------~-J---:---l I STRUCTION. WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY ANO APPLICANTS SIGNATURE Jf, 0 APPROVE BY I KEEP HARMLESS THE CITY OF CARL.SBAO AGAINST All: LIABILITIES. JUDGMENTS. COSTS AND :] CONTRACTOR EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE /"I _/ 0~ .' n 1 I B D I GRANTING OF THIS PERMIT '~ VI ...,..__V'-\ y PHONE 1L.:.=.:.:.::~:.:..:,....;._ _____________ __:::.::::::,:::....:~;,...::.:.,_~-------_,..11_~~~~~~~~...U:,__j; ~ .c ~ '~ TYPE I DATE INSPECTOR ~., ,. ' \, \ .. , ... , ~- BUILDING I FOUNDATION ~ d , •1 1?~ -~rt ,. ..... _ . 1'~, • \ FIELD INSPECTION RECORD REINFORCED STEEL A ' ~/~/~ ,?ff' MASGN-RV-:S-~;44 ~/1/.:J/ ft -P_ / , GUNITE OR GROUT . / I FLOOR & CEILING SUB FRAME I /} SHEATHING □ ROOF □ SHEAR 7/j()Jy,-IT/? FRAME I t;/,1_,f/;, ~ EXTERIOR LATH I I I /) INSULATION I 9/17/J,1 tr'~ I INTERIOR LATH & DRYWALL I }.1/'J/rr :7 I . . REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOT ES \ ,0rf_ -. . REO IF INSPECTORS ~IC.AI/.J -.. INSPECTION CHECKED APPROVAL DATE -r-ie-c::>~ ,~ --. . ' . SOILS COMPLIANCE .,,. ,,~ . PRIOR TO -. '\;: \ ..-\-FOUNDATION INSP -. ._ . \ .: . STRUCTURAL CONCRETE OVER 2000 PSI ~ •• \ ► PRESTRESSED CONCRETE .. ::_ r, " -POST TENSIONED .-,; . ' -·-' ' CONCRETE . PLUMBING I '."' .. FiELD WELDING SEWER AND BUCO □IPL/CO I -UNDERGROUND ~ WASTE □ WATER ~-5'-~ ~ HIGH STRENGTH BOLTS -TOP OUT D WASTE D WATER <1/21br ~ SPECIAL MASONRY TUB AND SHOWER PAN I , / , /) GAS TEST I 1/417/rr ~ I PILES CAISSO!xS □ WATER HEATER □ SOLAR WATER .. - -. I < -.. :,• -I -'• ELECTRICAL I . . -. . . -□ ELECTRIC UNDERGROUND □ t.;IFFER /} ROUGH ELECTRIC I 1,1.; n/1-r 17 .11 -.. -,l ~ ' ' . .. \ ' ,. □ ELECTRIC SERVICE 'tzf'TEMPO~ARY ~~ '.0/f, :-r ' . \ .. , · . . . __ ), l ,-r -. \ ' -\ . - □ BONDING □ POOL I r , -I _, ~ MECHANICAL I /) □ DUCT & PLEM., □ REF. PIPIN;G 9/.J.7//1 L HEAT -AIR COND. SYSTEMS I , t . , ,· \,. / , .... f ,_ -' . ·" I . ' . . I ' • ,.\ .. VENTILATING SYSTEMS I ' I " ·, I CALL FOR FINAL INSPECT~iN WHEN ALL APPROPRIATE ITEMS ABOVE HA V BEEN ~PPROVED. FINAL I PLUMBING I / I ;-( _, -· ~ ELECTRICAL I /) MECHANICAL "'-... I • J J , d::_ GAS 1 'I 1/-(J//" I BUILDING I " 'I I ' ·t _'" .• '. . ~ e--. . ,· .. ' . ,. -.. . ·. y-. .• , .\ •• ·-•· . .. 1 -' ' :: -._,. \ ~ . . ---, '-~ ~} ~, . .. I .. , ' -•. . . • I ~ -;. ...... -I -.. I . -~ -., ·~ . •. ; ,---1 .... ; ·. \ ', .. \· ' ... . ' . I. ~ 1 ~ --' . . ·-SPECIAL CONDITIONS I 1 " r,-" .,,, .. ........ ~----- 1/ FINAL BUILDING INSPECTION PLAN CHECK NUMBER: _s_s_-_20_8 ______________ _ DATE: 2-28-86 ADDRESS: 2724 nnicornio PROJECT NO.: -~D ..... ,,...,.,. _____ UNIT NUMBER: --n_la _____ PHASE NO.: _n~/_a _____ _ TYPE OF UNIT: -~----------NUMBER OF UNITS: INSPECT D BY: --~ ...... .£:J~~~-- INSPECTED BY: _________ _ INSPECTED BY: _________ _ ~l."ecrm 3---.3.1 -Kb APPROvEo'X_ DISAPPROVED __ DATE INSPECTED: _____ APPROVED ___ DISAPPROVED __ _ DATE INSPECTED: APPROVED DISAPPROVED __ _ Rev. 1/86 WHITE: Suspense G FINAL BUILDING INSPECTION PLAN CHECK NUMBER: ~8=5'----=2-=0-=8 _____________ _ DATE: 2-28-86 PROJECTNAME:_........,.'-""----------------------------.~------1t1HH:Hr8( ADDRESS: IES ~ -ANCE ~ PARTMENT PROJECT NO.: __ n,__,/a...__ ____ UNIT NUMBER: _..:..:n:.c.../=a ____ _ --=:J'--=--'~--- TYPE OF UNIT: _ __._.6 ..... F-.D _________ NUMBER OF UNITS: ------~fff-f.~l S\ CONTACT TELEPHONE: ___ ----"4..,.3'""'6'---.... 8=5-15"'------------------------ INSPECTED BY: _________ _ INSPECTED BY: _________ _ P:sTiECTE~ r -'(~ APPROVED ~ DISAPPROVED --- DATE INSPECTED: DATE INSPECTED: APPROVED __ _ APPROVED __ _ DISAPPROVED __ _ DISAPPROVED __ _ COMMENTS:--------------------------------- ().1T(0: Rev. 1/86 WHITE: Suspense GREEN: Engineer ESGIL CORPORATION 9320 CHESAPEAKE DR .. SUITE 208 SAN DIEGO, CA 92123 (619) 5~1468 DATE: tydz~,/'fJS- JURISDICTION: _ _._,~~=4=·=b-'-'=-------- 0 APPLICANT 0 JURISDICTION 0 PLAN CHECKER □ FILE COPY PLAN CHECK NO : __ =8£ __ -_zo-fK.._._ _____ _ 0 UPS 0 DESIGNER PROJECT ADDRESS: (JMl(,f/1-ltk;W □ □ □ □ □ □ fl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp.•until corrected plans are submitted for recheck. The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applican~s copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: -------------- Date contacted: Telephone # ------------------- BY:/£/.~ 11,cJl ENCL: -------ESGIL CORPORA~ION Form 31584 .. ESGIL CORPORATION 9320 CHESAPEAKE DR .. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: APetL Jq , 1qSs JURISDICTION: CfreL~BAD PLAN CHECK NO: PROJECT ADDRESS: __ ~L=JN~1=C-P-~~N=r~O"------ □ □ □ □ □ The plans transmitted herewith have been corrected where necessary and substantially comply with ~he jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp.•until corrected plans a~e submitted for recheck. The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applican~s copy of the check list has been sent ~o: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: -------------- Date contacted: Telephone I ------------------- REMARKS: ------------------------------ BY : t) /jJlu,.,, Q ESCll CORPORATN ENCL: Form 31584 .I • Citp of Caru1bab JURtsDICTION1 Wl2J3AO DAT!: PROJECT AD011ESs ,_z .. 2 .. 24-=-__.u. .... v...,'I .. WJ. ..... lf. .. ',lj ...... , ... a ___ _ TOI 19,PPt_lC.AN, PLAN COPJ!~ION Sll'EK'T SIIICT.J!: l'MILY AllO DUPLl!:x 0"1tLI.IHCS Plan Cheek No. ___ _.8_5.__-_.2{)""""'_..a ....... _____ _ l)eto pl•n• received by jurudietion 4 -lfrg!{ :>ate plau received by plan ·checker 4' /{}-$5' Date ini tial plan check c:c:apleted.J -J'l•8$oy~ Plan c:hec:k 1• luiited to technical requir-nta contained ill the Uni!oria Building Code, Oni!orw Pluabing Code, Uni!oni Mechanical Code, Mation.l Elec:tric:al Code and sUte laws re<llJlating energy conservation, noise attenuation and ace••• tor the handicapped. The plan check h baaed on regulation• entorc:ed by the Building Iupe<:1:ion O.partaent. You aay have other correction• baaed on la-and ordinances entorced by the Planning Depa~nt, Engineering Department or other des,artaenta. The iteu circled below need claritication, aodifieation or change. All circled it_. have to be ••tis!ied before the plans will be in confonoance with the cited codes and regulations. Per Sec. 303 lcl, 1979 Uniforw Building Code, the approval o! the plans does not perait the violation of any state, county or city law. ... 0 lli.!!! Pleue aake all eorrec:ticns on the original tracings and submit t-n-••t• ot prints, anJ any original plan set■ that -y have been returned to you by the jurisdiction, cc.i C«VeLsMP ~ ·To tacilitate rechecking, pl•••• identify, V nex; to each circled it••• the aheet ot the plans upon wftieh each correction on this •h••t has been aade and return this chack •h••t with the reviaed plan■• Indicate on plan• then•-at the legal owner and na-of peraon reapon1ible tor the prep.ration,, the plan1. Sec. l02Cbl fLAJJ :ii:-gs -2.L,i!) 0 APPLICANT COPY D CITY COPY D PLAN CHECKER COPY 0 Sub■it !ully di-n1ioned plot plan dra~n to acal• showing loc~tion size, and u••- o! all exi1ting and proposed 1tructurea on the lot. Identify property line• and ahov lot di-naions and all •••-nta. Show location of all c:ut or tU l slap,. ,~......," and approxiMte llnl•~ !loor elevation& tor all atructure■ and show elevation• at all corners. sec. l0Zlbl7. Indicate distance troa center-line ot atrNt or all•Y to property line and distance f~ curh to property line. Sec. l0Zlbl7 Plan■, apecific:ationa and calculation• shall be si9ned by a Calitornia State licensed enginNr or architect. (California au■in••• and Profeaaiona Code) D. rtR~ PROTf:CTtO~ Wall• closer than l lHt to property line■ shall be one-hour tire-rated construction, hav• no openin9s, and shall have 30 inch parapets when the buildin9 tloor area exceed■ l,000 square teet on any floor. (Table 5-A Sec. 170,Ca) r· Projection•, including eaves, uy not extend -r• than U inch•• into the 3 toot aetbac:Jt troa the property line. Sec. 1710 and Sec. 5041b) • Projection■• including eaves.shall be one- hour fire-resistive construction, huvy ti.aber or of non-c:oebustible aaterial it they project into the l' setback area t~ the property line. Sec. 1710 C\ Show location o! ;>orlllJlne~ yired smoke ~ detector. Sec. 1210 Ar LM/14 ~ ~D ~L.£e.f't.U:. Pue.~) C, ROON SIZ!:S, LICRT, VVlTILATIONS ANO CLA%INC ,,. Ono roo■ •tat contain a ■ini.ewa of 150 square feet ot superficial floor area. Sec. 12071b) Habitable r0011s, oth•r than kitchens, shall contain at least 70 square !eec of floor area. Sec. 12071b) Window area ■ust t.e at least 1/10 o! the floor area and• ainimum at 10 square !aet s,.r Sec. l207(al. Appears to be deficient in __________________ _ Opcnable window area auat be 1/20 of the floor area and a miniau~ of 5 square ffft. In bathrooaa, laundry rooaa and ai■ilar rooa■• Mini■-i• 1.S ■q.ft. (Sec.12051■1 One-halt at •11 required window area ■u■t be openabl• in ____________ _ Provide -chanlcal ventilation capable of providing !iv• air chan9ea per hour in bathrooaa, water cloaet coapart-nta, laundry r0011■ and ai■Uar rooaa if required window■ ere not provided. Sec:. 12051a) Uf'!!>T'/ltK:5 JJRE:::%1~ Ai!.eA &!. /3A-r11 L~AeAre Ra.;,,?l No habitable rOOII, other than a kitchen, ■hall be I••• than 1•0• in any dl-naion. Sec:. U071cl Show that ceilin9 hei9ht for habitable r0011• i■ a ■ini■-ot ,,, •. Sec. 1~7Cal -, Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 1•0•. Sec. l207(al Provide 30" clear width for water closet compartments and 24" clearance in front of water closet. Sec. l7ll(bl No cooking room shall be used for sleeping purposes, unless complying as an efficiency living unit. Sec. 1208 Q Specify safety glazing for glazing in hazardous ~ locations such as glass doors, glazing adjacent to such doors and glazing adjacent :o w11lk.i,{\g surfaces. Sec. 5406 Wt~OOIAl D~ , I ti. 6",l,,A~, i.11 alOow A a. ~tJTI2 v 31 Glazing in shower ana-tub enclosures /. (including windows) shall be tempered, laminated or approved plastic. Sec. l7ll CflCgl Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20• and the minimum openable • height 24". Sec. 1204 Eaves and cornices may not project into 11 required y11rd more than 2 inch~• for each foot of yard width if required windows open into the yard. Sec. l206(dl A mezzanine is an intermediate floor and may not have a floor area exceeding ll l/l percent of the total floor area in the room below, and the mezzanine floor must have Handrails shall satisfy the following: a. b. c . Provide handrail for stairways over 30" high when serving a single dwelling. Title 24, Sec. T2S-22(b) Handr11il shall be JO" to 34• above the nosing of treads. Sec. 3305(j) 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. l305(j) (see attached) Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Sec. llOS(g) A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of stairway travel, to less than one-half the required width of the stairw11y. Sec. ll05Cg) A 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. ll0l!i)2 Provide details of winding stairway. a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway. b. Maximum rise is 9 inches. c. Minimum width is JO inches. (see attached) Sec. llOS(dl 11 clear height vf 7 feet, above and below,and must have 651 of the long side open to the room below. The loft you show does not comply as a mezzanine floor and is, by Building Code @ Provide spiral stairway details: @ Minimum run is 7 l/2 inches at a point from where the tread is the narrowest. definition, a story _____________ _ o. VCITS, STAIRWAYS, AND RAILINGS J.. Floors above the second story shall have /-not less than 2 exits. Sec. Jl02(al J. Required exit doorways shall be not less /-• than 36" in width and not less than 6'-8" in height. and shall be capable of opening at least 90 degree~. Sec. JJOJ!el ~ Provide 36" high protective railing for v:.:_J porches, balconies, and open sides of landings. Maximum ooenioa botwtcn raili~s shall he hu than 9•. Ste, 1716 h.lR it,e. .:,-J-A-1£ ~C-LIA ~D~AII.. r.';\ Show how guardrail connection details are V adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B IU1ER.IDI! 6'.HleORAIL, Provide stairway and landing details. Sec. 3lOSCb) , Cc> a. b. c. MaxiJDWII rise 8" and minimWII run is 9". KinimWII head r00111 is 6'•6". Kin.iJaWII width is 30". j,. Maximum rise is 9 l/2 inches. I'· Minimum headroom is 6 feet 6 inches. sec. 3305 Cf l (see attached) Sprial stairways may not be used for required exits when the area served is greater than 400 sq. ft. Sec. 330S(f) Spiral stairways must have a clear walking space of 26 inches between the column and handrail . Sec. 330S(fl Provide I.C.e.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. l06(al48 and Sec. l06(f) In buildings over 2 stories in height, provide l/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 stairways is ex~mpt. Sec. 3305 Exterior stairways shall not project into the J toot setback froa1 the property lines. Sec. 3305 ( nl i I ! .... i j l t ! Ji. Th• walls and soffits ot the enclosed ~seable space under interior stairs shall be protected on :he enclosed side as required tor one-hour tire-resistive construction. Sec. 330S(m) '102\ Show l 3/8" solid core self-closinq door Q for openinqs between garage and dwelling. ~inimum construction specifications shall be made a part ot the approved plans. (See attached) ROOFING 1s. Specify roof pitch. c.LJ!t'..J ~ ~P€ AT ~11/M A~EA~-S 1,A(tl' PU" ~l-1() w._1-vELJl ffii>ill f2E1> Y4' /fr' t,\EJ!. Roof pitch u not adequate -ror-roar type e:..in4 specified. Specify minimum pitch of ____ _ ~ Specify roof material and application. ~ Specify I .C.B.O. approval nwnber tor roof . materials not covered in UBC. ~ror TIL!:.5 R. Specify root slope tor drainage or desiqn to support accumulated water. Sec. 3207(a) Show roof drains ad overflows. Sec. 3207(a) L'f. •' e ,~ ~...,i 9~ov1de iky°Y1~t ~ta1fs to show compliance with Sections 3401 and 5207 or provide ICBO approval number. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO number. Show attic ventilation. Kini~WII vent area is 1/150 of attic area or 1/300 of attice area if at least SOI of the required vent is at least 3 feet above ceiling joists. Sec. 3205(c) MASONRY Provide fireplace construction detail s or note construction to be per attached fireplace standard drawing. Sec. 3707 Show veneer support and connections comply with Sec. 3002, 4,5,6, and Sec. 2516(a) regarding ties and t9 wire in horizontal joints or note construction to be perattached sheets ~0-1 or 30-2. Show height and construction details of all masonry walls. Chapter 24 Note that cleanout openings shall ~•·provided at the bottom of all cells to be grout tilled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Sac. 2415 Show tloor and root connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Sac. 2310 Provide material specifications tor mortar, grout, masonry and reinforcing sceel. Sec. 2403 Show how masonry house walls retaining earth are to be waterproofed. Provide detail. Note that special inspection of the ~asonry will be required for _____________ _ GARAGE ANO CARPORTS 100 Carage requires one-hour fire protection on the garage side of walls and ceilings R. y.3. i1111111op ;o th• dwelling. Tables-a Sec.SOJ(b) t "~Ef'A<.ATIOH t)f-flfcr oun.L.Ts-Qi:-.u,,m,:; l!L.£L..1' f'I\~ l. l elements supporting ·rroor a'ooVe gai'age t1°2Df"II A r to have one-hour tire-resistive protectiontbl'IIMO~ 1 • on the garage side. Sec. 503. Beams and wAu... posts, not within the wall or ceiling con- struction, must comply with UBC, Table 43-A, or be minimum 6" dimension beam and minimum a· by a• post. Sec. 503(dl Garages are not permitted to open into a room used tor sleeping purposes. Sec. 1104 Openings ~•tween carport and_resid~nce require self-closing doors and stationary windows . Sec. 1214 Show garage framing section, size of header over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is 3 1/2 to l or 2'8". Table 24-I Doors between dwellings and attached garages may swing in either direction provided the difference in floor elevation between the dwelling and garage does not exceed 7-1/2 inches and provided the door is not used as the primary means ot egress trom the. building. If the difference in floor elevation exceeds 7 l/2 inches, or if the door is used as the primary means of egress from the building, additional steps or landing must be provided in accordance with stairway requirements, and the door must not swing over the depressed level. (see 3303(i)2 and 3305 (g). Provide 18" raised platforms for any FAU, water heater, or any other device which may generate a flame or spark. Note that continuous tire wall protection shall be installed behind raised platform(s) prior to framing platform. P'OUNOATION REQUIREMENTS Note on plans that"A soils engineer shall ev&luate any unanticipated uncompactad fill or expansive soil or other soi! problems disclosed during construction". Sec.306(a)l2. Submit soils classification determination by a licensed engineer or architect -based on observation, tests, borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value . Sec. 2905 Note on the plan the soils classification. whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 The foundation plan does not comply with the soil report recommendation for this project __________________ _ Provide notes on the foundation plan listing the soils report recommendations for foundations. slab and building pad preparation. Note on the foundation plan that "Prior to the Contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: 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 th• soils report and approved plan.• Provide spread footings tor concentrated loads designed tor 1,000 PSF soil bearing or par bearing value as determined by an engineer or architect, Chapter 29 1J,. (j1. fa· Shov height of all foundation walls. Chapter 23 Shov height of retained earth on all foundation walls. Chapter 23 Show distance of foundation to edge of cut or fill slopes and show steepnass and heights of cuts and !ills. Chapter 29 Note on plans that wood shall be 6" above finish grade. Sec. 2417(c) 7. Note on plans that surface water will drain away from building and show drainage pattern and ~ey elevations. Sec. 2905lf) Dimension foundation per Table 29A. TABLE NO. 29-A-FOUNOATIONS FOR STUD BEARING WALLS-MINIMUM REQUIREMENTS O(l'TN o, FOUNDATION WIOTN TNIClNlSS HLOW NUIIIH TNIClNlSS o, o, o, NATUUl o, FOUNDATION WALL ,ooTING ,ooTING SUUAC( STOIIU (IKIIH) (lacfttt) (lncftHI o, GHUNO AND ,iNISN CDNCHTt UNIT QIIADl IIASONIT (I_,, - 1 6 6 12 6 12 2 8 8 15 7 18 3 10 10 18 8 24 XOTES: \Vhen, unusual condition.• or froJt conditions :ire founJ. footinp .ind foun<btions <hall be as ro,quir,d in S«tion 2907 (al. Th• scround und~r the Soot may b4, f'JlcaYated to th" c:lf',·:ition of tht- top of t~ footin,:. 8 yl. y4. fs. 115. lr. 1/fJ. >-69. yo. lfl. 1/2. I. Shov foundation sills to be pressure treated, or equal. Sec. 2517(cl 3 .. Show foundation bolt size and spacing. Sec. 2907(el Specify size, ICBO number and manufacturer of powe~ driven pins. Show edge and end distance and spacing. Sec,. 306 Cf I Shov size, imbedment and location of hold down anchors on foundation plan. Sec. 2312(fl Note on plan that hold down anchors must be tied in place prior to foundation inspection. Sec. 2312Cfl Show adequate footings under all shear walls. Sec. 23ll(el Show stepped footings for slopes steeper than 1:10. Sec. 2907(cl Shov minimum 18" clearance from grade to bottom of floor joists and minimum 12• clearance to bottom of girders. Sec. 2517 Shov pier size, spacing and depth into undisturbed soil. Table 29-A Show minimum under floor access of l8"x 24". Sec. 2517 Shov minimum under floor ventilation equal to l 1/2 sq. ft. for each 25 lineal feet of exterior foundation with openings as cloae to corners as practicable to provide croas ventilation on at leaat tvo approximate-ly opposite sides. Sec. 2517 P'RAMING Shov all joiats, rafters, beams, and posts 2• to 4" thick to be No. 2 Grade Douglas Fir-Larch or better. All peats and beams 5" and thicker shall be No. l Grade Douglas Fir-Larch or better. (Table 25-A-ll Shov vall bracing. !very exterior wood stud wall and main croaa partition shall be braced ae ••ch end and 1t l111t 1v1rv 25 feet of length with lx4 diagonal [et•1n brace or equivalent. Sec. 2518(gl5 Note croas bridging or blocking. P'loor 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 Show blocking at ends and at supports of floor joists, and for rafters at exterior walls. Sec. 2506(gl • Shov solid blocking at ridge line and at exterior wells on trussed roofs. Sec. 2506lg) Shov double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Sec. 2518(dl 5 Shov rafter ties. Rafter ties shall be spaced not more than 4 !eet on center where rafters and ceiling joists are not parallel. Sec. 25l8Chl y1. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Sec. 2518(h) f9. vfo. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading vill be as designed.I Shov double top plate with minimum 48° lap splice. Sec. 2518lgl4 Show nailing vill be in compliance with Table 25-P. Provide !ire 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(!) 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. l06(fl Detail all post to beam and post to footing connections. Sec. 2517(c) 4 Specify nail size and spacing for all shear walls, floor and roof diaphragms . I ndicate required blocking. Maintain maximum diaphr3gm dimension ratios. (Tables I,J,KI. Shov 3"x4° or 2"x6" studs in first story of three story building. Sec. 2518Cfl Provide truss details and truss calculations. Provide roof framing plan. Sec. l02(a)7 Provide framing sections through. ______ _ Section 302(al 7 Specify all header sizes for opening over 4' vide. Sec. 2518(gl 7 Provide calculations for (f>-2 , ~£,,I ~B -4 Section 302(al 7 In areaa subject to water splash and in exterior locations, wood column■ 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 vood unless the column• or posts are foun-dation grade redwood or cedar. Sec. 2517(cl4 t;{ ·~ ·., ~ . . .. : ' . .. t/1. 1/4. 1~- 8 1/7. /88. 1t. ijo. il. 8 p3. 194. 195. y-6. 1/7· 198. 1/9. $hov location of attic access with mini.lftun size 22• x 30". Sec. 3205 Shov draft separation for attic areas in excess of J,000 sq.ft. Sac. 3205 Show draft separation. for space between drop!)8d ceilings and floor above in •xcess ot 1,000 sq.ft. Sec. 2517 Specify plyvood grade and panel indenti- fication index. Table 25-J When roof pitch isl••• than 3:12, design ridge u a beam. Sac. 2518 (hi Wood shear walls shall not be used to resist horizontal forces contributed by masonry in buildings over one story in height. Sec. 2516Cbl Gypsum lath and plaster, gypsum sheathing board and gypsum wallboard shall not be used in vertical diaphragms to resist forces imposed by masonry or concrete construction. Table 47-I If cripple wall studs are less than 14", framing shall be solid blocking. Sec.2Sl8Cgl6 Cripple wall studs exceeding 4 feet in height shall be l inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Sec. 25l8Cgl6 Shov plyvood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Sec. 25l7(gl 3 Shov a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Sec. 4706(el Provide an approved waterproof building paper under wood siding. Sec. l70l(al Specify an approved flashing for exterior openings and parapet walls. Sec. 3208 Show corridor width to b• minimum 36". Sec. ll04Cbl Specify truss layout for 30" x 30" attic access. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Sec. 25l8(hl l Provide metal straps across ridge beam and ratters. J. Ml!!CHANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 2,0. Show the size, locatio~ and type of all T heating and cooling appliances o~ systems. ?'l. 2j2. Show source of combustion air for furnace will comply with Chaper 6, U.M.C. Every dwellirq unit shall be provided with heating facilities capable of maintain-ing a room temperature of 70° F. at 3 feet above th• floor in all habitable rooms. Show basis for compliance. UBC Sec. 1211 Show minimum JO" 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 i n confined space with access only through such room, unless specified•• direct vent appliance, enclosed furnace or e l ectric heating appliance. Sec. 704 UMC Shov ICBO approval for prefab fireplace and provide approved installation instructions at job site. Shov access to th• attic or under floor furnace to be minimum JO inches by JO inches. Sec. 708, 709 UMC Note that passageway to th• attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Sec 708 UMC Show permanent electrical outlet and lighting !ixtur• controlled by a .switch for the attic furnace. Sec. 708 UMC Show details to comply with Section ~09 for furnace under the floor, Section 708 for atti c furnace, or Section 710 for roof or outside furnace. Note on plan, gas vents and non-combustible piping passing through three f loors or less shall be effectively draft stopped at each floor or ceiling. uec Sec. l706Ca)6 K. ELECTRICAL (National Electrical Code) All wiring shall comply with the National Elactrical c9de. 2~1. Note on the plan the amperage of electrical service. If the electrical installation is more than 200 amperes, show panel locati on and provide a single line diagram and load calculations including: a. Wiring method employed. b. Sizes of all conductors, switches, circuit breakers, fuses, and conduits. c . Approximate length of service feeders. d . Provide plot plan showing services, all panel locations, circuit arrangement and load distribution on panel busses. e. Provide typical panel schedule(s). Dwell ings require minimum 100 amp service. Show location of all electrical r e ceptacles. Electrical receptacle locations and/or spacing is not ~dequate in _.Ow£1J-. ______ _ At least one receptacle shall be installed outdoors, in basements and attached garages, other t han laundry outlets. Art. 210-25Cbl Show minimum dwelling l i ghti ng (NEC Art. 210-26(al and CFI'S in garage, baths and outdoors. NEC Art. 210-8(al. Note "UFER" ground to be provided (NECl. Art. 250-81 .!!.,_ PLUMBING (Uni!oni Plumbing Code) All plumbing shall comply with the Uni!rom umbing Code. r&1. ~a. Show water heater size, type and location on plans. Show m•thod of providing combustion air to fu•l burning water heater. Sec. 1307 Fuel combustion water heater shal l not be instal led in bath or bedroom or in a closet opening into bath or bedroom. Sac. 1309 Provide adequate barrier to protect water heater from vehicle damage. Sec. 131.0 Show T and P valve on water heater and show route of discharge line to exterior Sec. 1007Cel~I~ f'"., 'I/Au.I£. l.1"1£-to ~D~ Provide dryer vent to outside. UMC Sec. 1903 Note on the plan that hose bibbs and lawn spri nkler systems shall have approved back!low preventi on device■. Sec. 1003 Show•r stall shall accomodate a J0"circle and have a minimum floor area ot 900 sq.in. UPC 909(dl e 119cst ,NSUt.\TtON rour~µy, Jhow Jeca1l1 ot duplex :oaaon ,p•rcy1 ~~111 and !!oor.:a1l1no ~••-ol1•• co 1c~1•v• l Jau~d ~r~na■1ss1on ~!~•• t ~TCI rac1nq 1n -~l l~ oc ~II ,tec1u1 ... ~nd ~n t•~Ct tn11ul•t1on <.:l••• I tt<.:I r:ic1nq on I lour. ce1l1nq ot ~o Jote1Dl••· TLti• 25 Show now penecrac1on ot •••-11•• !or p1p1nq, elec1:r1cal devic•••· rec•••ed ao1necs, iucncuoa, 1ottica, or neec1nq v-c1l•c1nq, or elUlauac duc:1:s 1nall tie •••led. l1ned. or inaul•ced co .. 1nu1n requ1red sound cr•n-1aa1on rac1n9. Title 25 Pr-id• Lnaul•c1on in ... 111 Mid ce1l1nq co •c:n1eve STC ot 10 be-" 9araq• and l1vinq·area Lt 9ar•q• .a• 1• noc concrolled by re■1denc T1t1• 25. IDfUCY C'OIISUYATIONt Pl--llead New Stace Mandated llequlationa (Calif. Adalin. Code) bee■-etfective Jun• 1,. l913 •nd require thac the dea19n 1a~ia!y one of the elt■rnacive ener9y packa9aa <••• actached packa9■a A, I, C, I, 2, l, 4 and A■ l6ll. The law also requ1r■• that -■ny Mndat.ory conaurvacion it-• be satiatied. (,19(615AP u in Zone __ 7 __ . Copies ot the Residential Energy Conservation Manual aay be obtained fr_, Publicaciona Unit, California Energy Caa.ission, 1111 Howe Av•. ICS-50, Sacramenco, California 95125, (Tal. 19161 920-621611. California Building Officials also Mintain a tel■pnon• •hoclin•• bec-n 10100 A.M. and Noon and l100 P.M. to 4100 P.M. at (tl61 456-lUl. Sh-on the title ahNt of the plan■, th• alternative energy package Chae .... selected i.e. A, •• c, 1, 2, l, 4, or A■ 163 to allow ~liance, and provide calculaciona and ocher data, appropriate to thac selecced packa9e. Th• reaponaibl• daai9n■r ahould aign a stat-nt. on the olan title 1h .. t, "Th• desi9n subaittad subacancially conforaa to the Energy Regulation■ for lleaidential luildin9a•. Show the •11• value tor the ... 11■ and ceiling and related araaa. Note that th• inaulation uaed shall coaply with California Quality Standard■. Note the inaulacion inacaller shall poac a si9ned carciticace, in a conapici-• place in the buildin9, ~tacin9 th• inaulation coapli•• with Title 24, Chapter 2-Sl and Title 20, Chapcer 2, Suochapcar 4, Article l. Not• doors and window■, includin9 akyli9bt■, between conditioned and non-conditioned 1pace snall be fully -•cheratripped. Note on the fra■inq plan that -•th•r- 1trippin9, caulkin9 or sealants -•t be uaad to li■1t filtration in the bu1ld1nq envelope at th■ foll-in9 locatioaa1 bter1or joint• around window■ and door rr•-•1 between wall 101■ plates and floor■, and l.k;tw.en ••~•r1or v•11 pran•1•1 penetrat1ons 1n wall•• cailinqa, and floors for pluab1ng, electricity, and 9aa l1n~11 op~n1n91 in attic floors, and JII otner openlnq• in th• buildin9 env~lop.,. Not• tftac doors and window• to be certified and laoeled aa CCH1plyin9 with the Energy lle9ulauona. Note fan• ••hauatin9 air to have back 4ratt dampen. e Note at the exterior wal\ fireplace •rtr•place to nave a1n1•ua 11• square lncl\es ot outa1de air: to have 9laaa or Ntal door cover1nq the ent1r■ openi119 ot th• tir•bo•r to have ti9ht-fitti119 daaper with readily accaaaibl• control and 1hould not have a continuou• burning pilot Uqht", Not■ duct• shall co■ply wi th Chapter 10, 1976 UMC and shall be tiqhtly sealed with aaatic or cape. Note at the water heater location •w•~•r heater to have wrap of R-ll eacernal inaulation•. 0 Hote, where water heater 11 in uncondition .. ~ ·,pace, th• first five fut of ouclac ~ipe to have R-l wrap. Noto all circulatin9 hot water pipe■ in unconditioned spaces 1hall be inaulaced. Not■ that all ga• fired heatinq and coolin9 appliances, sha-rs and faucet• shall c-ply with the Energy tfficiency Standard■• Show, at bath and kitchen, that the 9oneral li9htin9 shall have an atticiency of not le•• than 15 luaena per watt i.e. floreacent. Not• that heatin9 or coolinq syat ... loacopt heac puapal shall have an autoaatir ther.oatac with .. chanis■ which can be Mnually progra-d to autoaatically ••c back the ther.oatat set poinca for at leaac two period■ within l4 houra. Sh-the size, type and location ot the 1pac■ heating (or coolinql ay■c- and provide energy ctlCYltCiooa if tbe ou:put a'rtl/Kr. eac■ed• 45,000 11YtMr -£put. S"-... AM aodel for PIW .,. -car lleeter are -State a~ Uac. Ol&tdoor pooia ~Len foaa1l fuel neecara requ1re pool cover• aa -11 aa ocn■r ffl•.rff 1ev1nq device■ 1uc.~ •• t.i.ae cloc••• ecc. ':20-1406 MIS~MEOOS Show a mini.mum 2• air space and flashinq between plantar and buildin9 walls. Sec. 2517(el Specify material to be used under the shower tile. Sec. 1707(al Specify lath and plaster to comply with Chapter 47, uac. Two l/c• copper pipes must be installed from water heater location to convenient location of future solar panels (City Ord.I Provide sleeves l:oot jacks) in root for two future l/4" copper pipes to c.,nveniant location ot :ucure solar panels (City Ord.I Noc■ that solar water pipin9 is to be insulated in areas that ara not ~■aced or :ooled. (Cicy Ord. l 0 au1ldin9 plan■ ara aubacancially correct and COfflplece. ay, _________________ _ Date, _________________ _ Q luildln9 plan• would be subatantially corr■cc and COO!plete ia ■inor corr•c~iona are -■de at CO\lnter. ly, __________________ _ Data, _________________ _ • luildin9 plan• require aajor correction■ and c0111pleta plan recheck, by plan check en9ineer, i• required. ly1 ~~AJ~ Oat■1r~i 115 I! you have any queationa reqardinq thia plan check, pl•••• call /aAt.1 at. __ Sl._rnb ______ ,4_tLJ ___ ~ _________ _ We would alao be pleued to -c witJI you, at no ch~r9e, if additional •••iatance ia needed. Date 1 4-11-85 Prepared bya GAR.'! IJAJt;,t?:Z- Jurisdiction CtlRLSB/Jp VALUATION AND PLAN CHECK FEE c Bldg. Dept. O Esgil PLAN CHECK NO. B5-2p2, BUILDING ADDRESS zzz4 LJIJ/ClJRAIIQ APPLICANT/CONTACT ,S[t'I/£ JeflZtU-1 BUILDING OCCUPANCY R-3 TYPE OF CONSTRUCTION V-N BUILDING PORTION BUILDING AREA .. L11J/Nb A-ee:tl ...2:z..16' I1J r J L A~ /' -4f3.LL dJ 0,::,-rJ.1 Q2, rf1 : J::; R t::rr'/ IV' d r,' > Air Conditionin~ Commercial Residential Res. or Comm. Fire S'Prinklers Total Value PHONE NO. 4$-BSIS DESIGNER PHONE ------- CONTRACTOR PHONE ------ 'VALUATION VALUE MULTIPLIER k~-/7A. ':<_q ~ I?, -£,,2..., 2. 2.-/ c:r.... /~~l-13£0 @ ~- (cl @ ' /713,f:.'J.3 Fee Adjusted To Reflect 0 Eriergy Regulations (Fee x 1.1) □Handicapped Regulations (Fee x 1.065) B uildirig Perm it Fee $ ____________ :.......;. _____ ___,S...___,,(,~3{)=-.:... ,...,64~-- Plan Check F ee_:::.,S ___________ .;.._ _______ ___,$;.__1.u<Yl"'-L.l,u.&3-=-'---- CO H HEN TS._•------------------------------ 8/4/82 :: I • J• . PLAN' CHECK NUMBER f.s--;io{AooRESS .??g?'f ~ Ref;eived • 1a~r= 1 o 19as PLANNING: TYPE oF sTRUCTURE. ___ s=-=-~....1.E;....._ ___ --=------------ SCHOOL FEES: SAN DIEGUITO __ ----- CARLSBAD ----- ENCINITAflTY OE CARLSBAD SAN MARCOS_--,.--/ __ _ % COVERAGE REQUIRED SETBACKS ____ _ -------- BUILDING HEIGHT ------FRONT ------·~--- FENCES/WALLS ______ -----SIDE • THO CAR GARAGE REAR _____ u ___ _ 0:: u..l 3 u..l .... u..l > .... uJ < a:: Q COMMENTS: --- -·----------- -------------------~ □ REDEVELOP''1ENT A?PROVAL REQUIRED: ______ ,----------- §~ □ ---·-·-··-·--------·--------------~ 8" o· 1 .. MNOSCAPE PLAN COMMENTS: <..10:: ----~ -----·---------- 0:: uJ 3 uJ -w ----------------- EtlV IROr:r-,ENTAl. REQU.~REQ: ------------·- ADDITIONAL COMi\1 ENTS: -----------------·-·--- OK TO I SSUE:(;;Y' OATE~{ OK TO FINAL: ___ DATE: ~***·*~*ff*** *~********************;; EMGINEE!HNG y-=::;,.-.._ O -~-CHECKED? J' /1/"A- P .F .F. /4F.li/Lq~ R.O.W:_C ___ X __ /_~ __ 7_ PARK IN LIEU ___ A/' ____ A ___ ---·--·----- F1~~.1/ ✓ / IMPROVEMENTS: __ J:::_:x __ ,_~_:?_. __ (5)_<_ .....___ ________ _ FI F J.,.() V' GRADING PERMIT: > I-'A ~ ~ DRAINAGE: /V,,, EASEMENTS: __ /V"__,;,.:;1-___________ ADOITIONAL CO~ENTS: ______ _ ~--[] §~ [J ~s ~. -------·------------------------ u ci:: 0 K TO ISSUE: /f ~ #u.,....,-DATE : _.:.,C::::_,.._;2__.;..1 ,,;.,' -='~'-' __ q....;._-.;...r .;..J...i-t!,:;..,-_T __ * ENGINEERING INSPECTION REQLl!RED: __ , _______________ _ PUBLIC ~ORKS INSPECTOR: ----- FINAL OK: DATE: ------------- * I F THIS ITEM IS NOT CHECKED, BUI LDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, ORf.IN.A.GE, ETC.) BENTON ENGINEERING, INC. PHILIP HENKING BENTON PRl:alDllNT ~ CIVIL. ENGINl:1!:R Mr. Steve Terzich 2801 Atadero Court Carlsbad, California 92008 APPLIED BOIL MECHANICS -F"OUNDATIONB 8840 RUFFIN ROAD SAN DJEGO, CA LJFOAN IA 921 7.3 May 24, 1985 Subject: Project No. 85-5-23M Moisture Contents in Subgrade Soils Lot 479 of La Costa Meadows Unit 3 Carlsbad, California Dear Mr. Terzich: T~Ll!:PHONI!; ((./9} 15815-191515 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 were obtained on May 23, 1985 and the results of the moisture determinations are presented as follows: Approximate Location of Samples Southeasterly portion of proposed building area Northwesterly 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 18. 9 19.3 24.2 19 .2 23.3 21. 2 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. 71-7-170 dated October 19, 1972. 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 should also be provided to collect all runoff from roofs and conduct Mr. Steve T~rzich • Project No. 85-5-23M -2-May 24, 1985 the water in watertight pipes either into the streets or storm drains. All surface drainage should be prevented from ponding adjacent to or running over the tops of slopes . Inlet boxes and watertight pipes should be installed when necessary to comply with the above requirements. Respectfully submitted, ~E~TON ENGINEERING~ INC. By ~ c2 ~ R. C. Remer Reviewed by ~ ~ Q~ Philip . Be , lVilEngineer'- RCE No. 10332 Distribution: (3) Addressee RCR/PHB/jer BENTON ENGINEERING. INC. BENTON ENGINEERING. INC. APPLIC0 f,OIL Ml C IIA.NIC.S • •• P OlJNUA. I IOP•!. C.7-41 t:l CAJON UOULl.1/A.HIJ SAN lllCCO. CA.l.lf"OIH41A II~ 115 PHILIP IICNICING U(NTON P"l.alC>«. ... , • ,1v1t.,., ... <. ..... lll OctoLor 19, 1972 Lo Costa Land Cor.ipony Costa D~I Mor f:ood l~oncllO La Costa, California 92003 SubJecl: Gentk11:cr,: Project l'!o. 71--7•• i 7D Grodin[; Permit ~fo. l.-5~•:}0 Find l{cport on ComrJactocl rilled GrounJ And Clo~sificorio:, of Soil Condi lions Lots 413 to 50,1, inclusive And Cc:1-:-0in S!rcc:t Ar~as La Costa M'.'lc,d(,ws Unit Ne,. 3 ·c·arhDciJ; c·alif..,rniCJ -------·· .... S••• Oo«.o 5113-5f,5C LA .... !a-A• IIILO-!U,:,4 This is to report the results-of t<:sl·s and obsc:1volion:. mode in order to inspect tho cc.r.:i:,ucticn of filled gruund pleiccd en cc1tair1 c-rcos of Lo Costa Mr.odows Uni I No. 3 iu Curl~l,aJ, California, formed, o port of lhc Coul1t>' of ~cm Dicoo, Tl ,o fill:, ,·,er(! fJlu~ed <.h11ino lhc pcriul l·clwc.cn July 15, 1971 o~d July 20, 1972. The L1pproximolc area., and clJpths of filkcJ orounc.1 plowd u:·,Jcr 01ir inspection in au.ordonce; with the approved spccificatiom ore shown on rhc ottocl1e:d O,awinu No. l, entitled "Local ion of Compacted Filbd G:ound." The grading plun used for tlw plac<:rncrnt of fillc;J wound ~-,c.1~ prepared by Rick Engineering Company and a1)provcc.1 J\1arch 15, 1971. The opproximale locolions ot which the tc:;ts wore token and the final lest resulls ore prcsenl<:d onpog.:.sT-1 tr,T--26, inclu:.ivc, undcrthc 1'ToblcofTc~t l!csults," The loborolorydetc,mino- tions of the rnc:xir,ium dry dc:1,:.itiC!s und optimum m.:iisturc c ontents c.,f the 1m1jor fill 111c.i1criol:. ore prost.:ntod on pages T-27 onJ T-20, under th'3 "Loboroto,y Test Results." Sonic of the moxirr.um dry cicnsiti<•s shown In tho 11T0Llc of Tc~t Result:." wore combinations of these. Tl:c tests woro tCJken during tl1c weekly pcrioc.b indicatoJ bolow: Test Number Weck [ncJing J t\) 4, l11du:.iv<i July 17, 1971 5 to 21, lnclu:.ivo July 24, 1971 22 to 35, incluslvo August 7, 1971 36 to 6~, incltisive August 14, 1971 64 to 113, inclusivo Auoust 21, 1971 114 to 153, incluslvo August 28, 1971 154 ti) 218, lnclusivo Soptombor 4, 1971 219 to 275, lraclusrve Soptomoor 11, 1971 276 to 318, Jncluslve Soptombor 18, 1971 'll o .,. V-0. I clusf VO Scptombar 25, 1971 ) I I r .. •. ,. i·. I I l. ! f,ofoct r-.:o. 71-7-17D La Costo lend Company Test Number 361 to 404, inclusive 405 lo 456, inclusive 457 to 507, inclusive 508 to 530, Inclusive 539 to 570, inclusive 571 to 621, inclu:ivc 622 to 675, inclusive 676 to 701, inclusive 702 to 771, inclusive 772 to 035, inclu:.ivc 836 to 905, inclusive 906 to 924, inclusive 925 to 930, includvc 931 to 935, inclusive Octobor 19, 1972 Wook Ending Oclobor 2, 1971 Oclo6cr 9, 1971 Octol,cr 16, 1971 Oc tol,o r 30", 19i' 1 November 6, 1971 November 13, 1971 Novcrribor20, 1Y71 Novcrnl>or 27, 1971 Dccombcr 4, 1971 Dcccmlicr 11, 1971 December 18, 1971 Deccr.,ber 25, 1971 July 15, 1972 July 22, 1972 The finol rcsulrs of lc:sts end ob~c1votior,:; inclic ote that Ilic cornpaclcd fil l.!d srou;ld lius 6ocn plocc.d CJt 901,crccnt of the maximum dry Jcr1s ily or greater. It lies bocn ck:lcrminocl tl1at the fill materials, cornpactccJ lo 90 percent of lh~ r::oxim:1:n dry tltnsity, hav..: a :;CJfo bcarin9 value of 19~0 po1Jnds pc, square foot for one foot wit.lo continuous footinv5 found:.:d ut a minimum depth and ploccJ five feet or more inside the lop of cor;1poctcd filled grourn.l ~lopes. If footings ore pla~ed clc~e:r to the cxpo:.cd slopes than 5 feet imiclc the lop of compactcc.1 filled ground slopes, these should be cl..:cpcncd one foot Lolow a 1 1/2 hoiizontol to l vertical line projected outward and downward f,om a point 5 feet l,orizontolly ir,~itlc tho top of cornpuctcd fill<.!d ground do;:>-.:s. TC!.ts inJic:otc that tho co:-np ~1~tcd filll'd urouncJ i!i oc.k:quot~ to sctisfoctorily support Ilic propo .. cd wooJ fromo Jwclling!i with:>ut clt:lrirncrital !iclllcrnents. Expansive clay, s.illy cloy, and sandy cloy soils were placed in the upper th1C!o fcot in certain compacted fill areas and also cxi!.t in the upper three feet below finished grade in certain cut orecn. Tho final clc,~ifications of the soil conJitions existing on each lot ore presented os follows: ItEc A -Crlti~olly Expansive Soils lots Lots 4)3 lo 4-30, inclusive 531 to 534, inclusive / 432 I.:> 435, lnclu!iive 536 to 540, lnclusivo 437 to 441, Inclusive 543 to 552, inclusive 446 to 450, inclusive 554, 556, 557, 55G 452 lo 454, inclu=,ivo 563, 564, 5/0, ~/4 -459 to 466 I inclusive 575, 5"/6 470 lo 407, lnclu~ivo 5/0 to 581, Inclusive 489 to 510, inclusive 584 512 to 527, Inclusive , .. P,oicct No. 71-7-17D :.a Cosio Lon~ Compony -3- 1 October 19, 1972 !tJ)o B -Moro_i110ll~i_x_ransivc Soils Lots Lots 431 encl 436 520, 529, 530, 535 542, 555, 560, 565 566, 568, 569, 571 572 and 573 442 to 445J_Jndusivc · 451:, 455 io 45U, ihclusivo 467 to 469, inclu!iivo 488, 511 !YPo C -Nonc~mnslvc Soils Lots 541, 553, 559, 561 , 562 567, 5'17, 532, ancJ .:>03 It is reco:::r.ie:nc.J.~d that the: followinu srcciCJI cb:;ign ancJ J!:c!c..:autiom I.,~ lciLcn for tl1c l,oust:s to be constru(:IC:d on the:: obvve lots in order to r.1inlmizc tl.c po:;siblc dur,1C1Jir1ci effect:; dlJc lo diffc1~riticl ,~1ov~~r.,cnls of Ilic pu!cntiully t:i<j10:1dvl! ~oil:.: 1. Avoid the u~c of isulutecl htc.:iior piers~· u~c continuous interconnected roinforced footinas throu9liuut, cmd place th(;sc at a 11iinimurn 1..bpll1 of lwo feet bu low lhc lowe:st odjoccnt cxl(.;r ior final urourHJ !ilJI foce. 2. Roinforcc ancJ intcrco.nncct continuoud)' wit!, steel liars oil interior cmd exterior fool in[JS with 0110 !.· S bm at 3 inc.;Lcs above the Lot lorn of 11.c footings and ono IJ5 bar plac1.iJ 1 1/2 i11cl1u:; below the top of the :items of the footings. 3. Exorc:;iso every effort to assure that tho moisture content of the roils in the upper 10 inches below fi11isl1cJ gro<lu is 1 percent lo 3 porcenl greater th~n optimum ut the tirno of ploci11:J fo:.mclations and slobs. 4. Roisc::d wooden floors thCJI ~pa n between conlhuous fool ings ore bt-sl, or u.e conc1c~c slubs with ol lcosl fo.6 -10/10 wt.Jldud wire reinforcement and a -5. • minimum of 4 Inches of c1u:.l1cJ rock J/'1 to l inch in sizo l>oncath all concrete slub:;. A rnoisturo l>urrior shoulJ bo provide:J ovcI tl1e cru~licd rock onJ this sl,ould Le covu1c.:J with 2 inches of !IC11HJ !Jclvw cuncrclc slul,s. I Suporok ucuoac dub:; fn1111 porl111utor footinas by a 1/2 inch tliicknl'~ of comtn.1dio11 folt or equivoknt, to allow indcpcndo.it movement of gorogo slobs relative lo pcrimotor footlnas. Assure complnto separation by cxtonding tho felt over tho full dopth oi tho front thickened odgo of the garogo slob. Also, cut off llio garage door stops at loost 1/2 inch obovo tho slab. Project No. 71-7-17D Lo CO$ta Lon~ Company -4-Oclobor 19, 1972 Provide pod live droinogo ciw:Jy from ull porirnclor footings with a vertical foll of at le~t 6 inches in a horizontal distance of 5 to 6 feet outside tho house wcl Is. S 1-/o w (p II S-/ie PLAN <7 /)6"7/1/ltf.S' Tl.!2.e B Lois -• Those lots listed as Type 0 lots should follow ull tho above-listed rcc:ornrnondotions with tho two following exceptions: 1. Tho continuous footings may be ploccd at a minimum doptl1 2f_l_Q_ __ _ Inches below the lowosl· ocJjaccnt e>dcrior final ground surface rothor than th-3 bw'o feet rucommcnded for Type A lots. 2. Single fl,1 Lor plpccd ~ c.lircctod (above) r~cur top:; and Lotlurn~ of all interior cncJ c~tcrior f~~\ti11c;~ may Le :.u'.ntihJl<.:d for 1111! i'5 bar:. rccomrnt!rrJcd for Type /, lots. P.ccor.1r.w1,Jctb:1;, 3 lo 6, inclusive, as listc:d for the Tnic A lol-s, arc ulso cip1,licoblc lo the Type B le.ts. Only no:~.:~;-;;~r.~i -.c soil cor~c:iticns v,c:re (Jk(:rvcd in the upper tl1rcc feet on the Type C lots ond therefore :.p~ciolly dc:.io nc cJ footinu~ cmJ dubs will not be required on tli~~e: lot-s. Respectfully subi:littcd, BENTON El--!Glt~EE P.lt'-lG, lt'-JC, By R ,/? ~?<L/l#,, R. C. Remer Dislr: (4) AJJ,cs;,co (1) Roncho La Cmta, Inc. Attontiun: 1\\1 . Durton L. Kro111or (1) Rick Enoinccting Company (2) Son Dlc9.:> County BullJinu lnspoctlon, Vida Offlco (2) Dcportr.1ont of County [nginocr (1) Attcmtio11: Mr. H. M. Taylor (1) Attontion: Mr. Joo Sovolla (2) City of Codsl>od Dcpartmont of Duildinr, lnspoctlon OCP/PHO/ow