HomeMy WebLinkAbout2832 LUCIERNAGA ST; ; 84-141; Permit.. z 0 ;:: .. "' ::5 iil 0
/ 0 I hereby affirm that I am licensed under 41 provialona of Chapter 9 (commencing with
,-. [ Section 7000) of DMslon 3 of the Business ~ and Professions Code, and my license is in
~ ~~c" ~;rce and effect. flaii
0 u
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I hereby atf,rm thal I am ueoipT from the C8ntrac
1ar's License Law tor the 10,1ow1ng ceason !Sec ?n31 s
Business and Protess,ons Code Ary c,ty or co~rty wn,cr, re
quires a perm,1 lo construcl a,ter ,rnprove. dernol,sh. or rcpa,r any siructure. prrnr to I1s issuance also 'equIres !heap-
pI,cant tor such oerrn,1 to file a s1Qned sratement that he ,s
licensed pursuant to the provisions of the Contracror s
Lrcense Law !Chaoter 9 commenc,m; w,lh Ser.iron 7000 01
o,v,soon 3 o! the Business and Pro1essrons COOe/ or that Is ex
empt me,etrom and the basis tor the alleged e,empt1on Any
v1olat1on 01 Section 7031.5 by an applicant for a perm,t sub ,eels the applicant to a c1vI1 penalty of not more :han live hun-
dred dollars {$'.0001
I, as owner 01 the property, or rny employees with wages
as their sole compensahon. w,I1 do 1he work. and the struc·
lure ,s no! intendea or offered for sale 1sec 7044 Bu,oness and Proless1ons Code The Contraclor' s License Law does
not apply to an owner of property who builds or tmproves
tnereon and who does such work h1msell or through his own employees provided that such improvements are not intend-
ed or oltered lor sale. If. however, the butldmg or improve· ment is sold within one year of completion. the owner-builder
w1!' nave the burden of proving that he did not build or 1m
prove 1or the purpose ot sale)
I. as owner o1 the property, am exclusively contracting
with licensed contractors to construct the pro1ect (Sec 7044
Bus,ness and Professions Code The Contractor's License Law does not apply to an owner of property who ~uIlds or im-
proves thereon_, and who contracts for each projects w1lh a
contractor(s) license pursuant to the Contractor's License Law)
·7 As a homeowner I am 1rnprovIng my home, and thelollow-
mg conditions exist
1. The work Is being performed prior to sale
2 I have l1ve-d in my home for 1welve months
prior to completion o1 this work
I have not claimed this exemp110n duronq the last three years
C lame~emp1underSec _______ ,B&P.C
tor this reason
D I hereby afl>rm that I naae a cert1f,cate o1 consent
10 sell-insure or a cert,l1cate of Workers
Compensa!1on Insurance. or a cert1he<! copy tne,eof
(Sec 3800. Labor Code)
z 2 .... : z w .. " 0
POLICY NO
COMPANY
D Copy,,; !1led with !he c,ly Ir'
I 0 Cert11oe(l copy 1s hereby lurn1sh
u .. "' w "' "' 0 3
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CERTIFICATl OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE (Th,s sect,on nee<l not be completed ,t the ;ierm,i
,s for one hundred dollars (S100J or less!
D I cert,Ty 1hat ,n the performance of tne worl< 10, wh,ch ,n,s perm,t 1s ,ssued. I shalt not empioy ;m; person ,n any manner so as to become subrecl tu the Worl<ers Cornpensat1or, Laws of Cal1!0,n1a
NOTICE TO APPLICANT It after mak1n:, th,s Cert,
l>cale ot Exemption, you should become sub1ect v lhe Wor!,.ers· Compensat,on pro.is,ons ot 1he l300r
Code you must torth"'llh comply with suer
pmv1s,ons or 1h,s oerm1t si.aII oe deer1ed '€'"''""ll
O I hereby atf,rm that there s a ,~o,~truct10n
:er,d,ng agency '"' lhe p,,,,,,,.,·ar"" :,i t~e wor1< •,r
wh,ch 1h•~ perm,T ,s ,,sued ,Sec .\()<J? C,·,il Cooe·,
Lenders Na,rie ___________ _
Lenoer 5 AClOress __________ _
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CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT C1 I I .Jl./d2.i: (
1200 Elm. Carlsbad, California 92008·1989 (619) 438-5525 Y"") I 1 A,, , 7
JOB ADOAE.SS -AV. ST. RO, NEAREST CROSS ST. , 0;-3, :-;,CATION BUSI~ VALUATION PEAMll' NUMBER
-i.i~~,, 1,C.ts:..'2..Li~ ~ 7-2-7,,.J¼
LOT BLOCK l ~VBDIVISION I ASSESSOR PARCEL NO. ~ -1¥ JONTRACTO" /""'7'~' 1"S CONTRACTORS PHONE• ZONE ~If'' IL/--I '"2-I<-/0 Dfu:t .. D .,-;.;,".fir '?f.£2-Wfll OWNER'S NAME OWNER'S PHONE s;1:;tu1.,-. I 7) .,_,,/-fer 9 f/-2-J>?l/J CONTRACTO~;,...;ESS . LICENSE NO. PLAN 1.0. # BLOG USE CODE . l·
OW3R'~M;,~•OO;;~f-• 4ct7sli: -, .. : 3 eo.S-: -~-, .,-:.
DESIGNER LICENSE# STANDARD PLAN# BUILDLkJ.lOOiE
I• -~-~~.:i ' ·:,="'"°'
DESCRIPTION OF v!i()Rl( /Jet,U }) u£?/e_v . . . . O!:.il_GJ!~J:6:'§..AQQB_~ _,,,_ .;,. ' """ .,. --' ·· OESJGN£A'S PHONE
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·•··; 1• j'":.t:;, •P' ;' ... ,. .· .... ~--.--... ------~-..;.. ---' .. . F/P FLA ELEV NO °l!-'"? EDU
. ··• 1 -' !• s~ --z,,,.
' ' \ .. ,. '. ~--.. ' • -? v□ r..O
CENSUS TRACT I GP LAND USE
1 ·z: r?.i SPACE ! RE~S 1
GRADING PERMIT ISSUED I REDEVELOPMENT ¥ftJ OCC LOAD Fl RE SPF! ., AAEA
,t7 I r □ ND ,□ ,'S. vO ~ Nor Valid Unless Milchine Certdied
I , ' QTY PLUMBING PERMIT· ISSUE 7.£:-QTY. MECHANICAL PERMIT· ISSUE 3-SUMMARY/ACCOUNT NUMBER I --EACH FIXTURE TRAP (;,. --,~ jl"NSTALL FURN. DUCTS UP TO 100,000 BTU <L -BUILDING PERMIT 01-00-00·8220 /..,.-0, .,J,l< -~ACH BUI LUING SEWER ( .. ·-OVER 100,000 BTU SIGN PERMIT 01-00-00-8221 ,
-----~-------------------·--
Lf-j 'l, ~ .. -EACH WATER HEATER ANO.OR VENT --BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 01-00-00-8806 -i,.,--EACH GAS SYSTEM 1 TO 4 0 UTLETS -j ___ ~ BOILER/COMPRESSOR 3-15 HP TOTAL PLUMBING 01-00-00-8222 ·~~ ___:__ __ f-----------------
EACH GAS SYSTEM 5 OR MORE I METAL FIREPLACE ELECTRICAL 01-00-00-8223 --· i"I It. -EACH INST Al. ALTER. REPAIR WATER PIPE VENT FAN SINGLE DUCT MECHANICAL 01-00-00·8224 -Z.7 -~ r--------------------EACH VACUUM BREAKER MECH HHAUST -HOOOIDUCTS MOBILEHOME 01-00-00-8225
WATER SOFTNER RELOCATION OF EA FURNACE/HEATER MOBILEHOME PARK INSP
EACH ROOF DRAIN IINSIDE1 SOLAR 01-00-on-0 "'"' -
t:/.T'L
TOTJ.L MECHANICAL STRONG MOTION 80-92-33-0519 J.J_,_ .• r~ "2-1. -----------------
TOTAL PLUMBING I FIRE SPRINr(LERS 01-00-00-8227
PUBLIC FACILITIES FEE 32-00-00-8933 -QTY. ELECTRICAL PERMIT -ISSUE ~-QTY. SOLAR· ISSUE
BRIDGE FEE
I NEW CONST EAAMP'SWT BKR ,/ .JO COLLECTORS SCHOOL FEE -DISTRICT
I PH 3 PH STORAGE TANKS Carlsbad 80-92-21-0519
EXIST BLDG EA AMPiSWT BKR ROCK STORAGE Encinitas 80-92-22-0519 --------
I PH J PH PUMP San D1egu1to 80-92-23-0519
REMODEL AL HR PER CIRCUIT PLAN CHECK FEE San Marcos 1/ L _.____.. 80-92-24-0519 -------
TEMP POLE 200 AMPS -ovrn 200 AMPS LICENSE TAX 01-00-00-8162 LLJ._J__ . r I =:
TEMP OCCUPANCY !30 DAYSI . .#Jy~ -<;;.t-"', ----
CREDIT DEPOSIT / JI,./ ,~ ,>
TOT Al ElE:(.IRICAL I TOTAl SOLAR I ' I ..rY-I TOTAL FEES PAYABLE _('"LJ..rq. 3.S-
I HAVE CAREFULLY EXAMINED THE COMPLETED ·APPLICATION AND PERMIT"' AND DO HEREB'v · E11Pration. "Every permit tsSUBd by ft,e Building Off1ciail under the provisions of this * AN OSHA PERMIT IS REOUtRED FOR EXCA.;ATK>NS OVER
CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shalt e11p1re by limitation' and became nulh\nd void 1f the building or work 5· O" DEEP AND DEMOLITION OR CONSTRUCTION OF authorized by such permit is not commenced within 180 days from the Cl ate ol sucl"I DECLARATIONS ARE TRUE AND CORRECT ·AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or if the buifdir wm1I 8UU1Dfized by such permit is suspended or l , STRUCT\JAES OVER 3 STORtES IN HEIGHT
ISSUED: TO COMPLY WITH ALL CITY. COliNTY AND STATE LAWS GOVERNING BUILDING CON-abandonedata,,v-time the-isc ,_ a..,...1odol 180daus.
STRUCTION, WHETHER SPEClFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY A.NO
APPLICA/l~G~r. Y/_.,_,~ WNEfl □ CONT~...CTQR~ APPROVElt..~_,µo/ /Jg~ KEEP HARMLESS THE CJ.TY OF-CARLSBAD AGAINST ALL UAB!UTIES, JUDGMENTS, COSTS ANO
EXPENSES WHfCH MAY lN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF TH,E ,.
*. .. BY PHONE 0 GRANTING OF THIS PEAMU., -r: ~ .. -
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Q.
TYPE DATE INSPECTOR
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-C::C I ) ~ ,_!...,' -, -t-uL-r-; ;
FOUNDATION l-':'Fl'_".E.'.:_LD~IN~S:::P_:E:_::C:_-T~IO:::N~R:_:E:_:C:_:O_:.:R:_D __________ Tl
1
_____ --::-
1
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1
~----------------I
REINFORCED STEEL REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES
MASOM PY ,$'P'd $; '/# ~
, I GUNITE OR GROUT 1
FLOOR & CEILING SUB FRAME 1 ,1
SHEATHING .gROOF □ SHEAR
FRAME ,rtt:11¥
EXTERIOR LATH I~,,. l/l
INSULATION I \ «'f7;'lp/f,I 17 /I
INTERIOR LATH & DRYWALL '-1$>/.t/M IT
PLUMBING /1
SEWER AND BUCO □IPUCO
UNDERGROUND D WASTE D WATER
TOP OUT □ WASTE □ W"'TER
I t TUB AND SHOWER PAN /)
GAS TEST 7/9/y,f 17
□ WATER HEATER □ SOLAR WAtER , ,
ELECTRICAL
□ ELECTRIC UNDERGROUND □ IJFFER ,,
ROUGH ELECTRIC 'Zbl.P4li
□ ELECTRIC SERVICE □ TEMPOPIARY~ , I I'
□ BONDING □ POOL
MECHANICAL I /) □ DUCT & PLEM., □ REF. PIPl~G
HEAT -AIR COND. SYSTEMS
I;~/ IT
VENTILATING SYSTEMS
CALL FOR FINAL INSPECT/<JN WHEN ALL APPROPRIATE
ITEMS AB/J_VE HAVE BEEN APPROVED.
FINAL
OLUMBING ' . ECTRICAL "' ":HANICAL "I I _J__J...V
fl
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I\. I f,,rJK'1 •·
IG I" 18'/-' <
,L CONDITIONS '
INSPECTIGN
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP
DATE I ~ .,,_ -~--"~""~ ..... -\9' ·-•
RED IF I INSPECTORS r~~r~~n APPROVAL
STRUCTURAL CONCRETE I -----t
OVER 2000 PSI
PRESTRESSEO
CONCRETE
POST TENSIONED
CONCRETE
F1Elo WELDING
HIGH STRENGTH
BOLTS
SPECIAL MASONR'(
PILES CAISSONS
'
. /lr,u•✓
,,< ~ CHA~ /Al #'JP H Af77j" -
.
THIS IS TO CERTIFY THAT INStn ",TION EAS BEEN INSTALLED IN
CONFORMANCE WITH THi:. CURRENT ENERGY REGULATIONS, CALIFORNIA
ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNI/., IN THE
BUILDING LOCATED AT:
SITE ADDRESS: ,;2830'1-ci)tr 3J /.«.cCAL/,✓r~ 2;)L (;;uti'd~
Number Street C y
EXTERIOR WALLS
Manufacturer........,--:-..,1~/_,_rn ______ Thickness/Type .3'/; {, R/Value 12 I I
CEILINGS
Batts: Manufacturer,..J,.J....._/~()_,r_! ____ Thickness /C ' R/Value {< 30
GENERAL CONTRACTOR : __________ --'LIC ./! ______ _
BY ___________ TITLE _____ DATE ______ _
INSULATION CONTRACTOR: APOLLO INSUI.ATION LIC./t '.lil6015 __:::..;.....:-"--'---'-----
B ~ ---rYI t7J-fc!.l TITLE kf21:-r_, DATE Cf /{)1/fJ'I
8£/-11//
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ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 122
SAN DIEGO, CA 92123
(819) 560-146~
2 8 .3o -:3 c L.. u c; / c72 Jt/ ~ 4
/J:h:3r f}c.,,q,us Sus s-n9?JT7r::J-Lt.-,/
l-U ;-#-/ '7¼ <? CoO <:rs .
,
•
<!itp of QCarlsbab
i2,\Ju..',G) C<+--\ ~ -s~
( '-<\O'U c)~ 0 ),,\ yi..,tm))
JURISDICTION: ________ _
PROJECT ADDRESS, 28 32 -3?;
To, /lP'AVcft??lC
PLAN CORRECTION SHEET
SINGLE PAHILY AND
Plan Check No. __ ~Oaa::::=z:::._..t...:z:...,.:....--':::::.... __ _,_
C,1te plans received by jurisdiction rr/011} · 3 :::?'C,
~ate plans reeeivad by
Date initial plan check
plan checker __ /~/ ___ /_/_
completed M lzf-by ✓/'11
FOREWORD: PLEASE READ r.,. 161•> '60-146&)
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 conservdtion, noise attenuation and access for
the handicapped. The plan check is based on regulations enforced by the Building Inspection
Department. You IIWIY have other corrections
based on laws and ordinances entorced by the
Planning O.partment, Engineering Department
or other departmenta.
The items circled below need clarification,
modification or change. All circled items have
tc be satisfied betore the plans will be in conformance with the cited codes and regulations.
Per Sec. 303 lcJ, 1979 Uniform Building Code,
the approval of the plans does not permit the
violation of any state, county or city law.
/
Please 11\a.ke all corrections on the original
tr3cings and submit two new sets of prints,
and any original plan sets that may have
been returned t::-1:::u~the jurisdiction,
to: &.ow~~
·To facilitate rechecking, please identity,
next to each circled item, the sheet o!
the plans upon which each correction on
this sheet has been made and return this check sheet with the revised plans.
Indicate on plans the name of the legal
owner and name of person responsible for
the preparation ot the plans. Sec. 302(bJ
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84-1-1-I-r
L yAPPLICANT COPY
~ CITY COPY
0 PLAN CHECKER COPY
Submit fully dimensioned plot plan dra~n
to scale showing loc3tion si:e, and use
of all existing and proposed structures
on the lot. Identify property lines and
show lot dimensions and all easements.
Show location of all cut or fill slopes
and approximate finish floor elevations
for all structures and show elevations at
all earners. Sec. l02Cb)7.
Indicate distance trom center-line of stre•t
or alley to property line and distance from
cur~ to property line. Sec. l02(bl7
Plans, specifications and calculations shall
be signed by a California State licensed
engineer or architect. !California
Business and Professions Code)
13. FIR.~ PROTECTIO-'l
I
y
Walls closer than J feet to property lines
shall be one-hour fire-rated construction,
hav~ no openings, and shall have JO inch parapets when the building floor area exceeds
l,000 square teet on any floor. (Table 5-A
Sec. 1709(a)
Projections, including eaves. may not extend
more than 12 inches into the l foot setback from the property line. Sec. 1710 and
Sec. 504(bl
Projections. including aaves,shall be one-
hour fire-resistive construction, heavy
timber or of non-combustible material it they project into the l' setback area from
the property line. Sec. 1710
I /show location of pcrn1.:tnently wired smoke
/" dctoctor. See. 1210
C. _ ROOM SIZES r r.ICKT t VENTILATIONS AND GLAZING
_,/ Ono room must contain a minimum of 150 square 7· feet of superficial floor area. Sec. 1207(b)
ul:' Habitable rooms. oth'!r than kitchens, shall
/--contain at least 70 square teet of floor
urea. Sec. l207(bJ
/. Window area must tie at least 1/10 of the
floor area and a minimum of 10 square feet
per Sec. 1207Ca>. Appears to be deficient
in
/. Openable window area must be 1/20 of the floor area and a minimu~ of 5 square feet. In bathrooms, laundry rooms and similar
/.
rooms. Hinimwa is 1.5 sq.ft. (Sec.1205(a)
One-half of all required window area must be openable in _____________ _
~/ Provide mechanical ventilation capable of
/• providing five air changes per hour in
bathrooms, water closet compartments, laundry
rooms and similar rOOJ11s if required windows
are not provided. See. 1205fa)
·/No habitable room, other than a kitchen. ,/'· shall be less than 7'04 in any dimension.
sec. l207(c)
./ Show that ceiling hei9ht for habitable /'· room• i• 4 minimum of 71 6•. Sec. l207(aJ
,/ Show e•ilinq heighc tor laundry rooms. /~· hallways. corridors, and bathrooms is a
minimwa ot 7'0". Sec. 1207(al
Y Provide JO" char width tor water closet
compartments and 24" cl■aranee in tronc
ot wacer closec. see. l7ll(bl
,,,/ No cooking room shall be used tor shaping .
/" purposes, unless complying•• an etticiency
living unit. See. 1208
Speci!y safety glazing tor glazing in hazardous locations such•• glaas doors, glazing
adjacent to such doors and glazing adjacent
/
to walking surtacas. Sec. 5406
Glazing in shower and cub enclosures
(including windows) shall~• tempered,
lam.inat9d or approved plastic.
Sac. 1711 (!) (g)
~/steeping room■ shall have a window o~ /" ~nerior door tor eiaargency exit. S~ll
haighc shall nee exceed 44• abov• th• floor.
The window must h•v• •n openable area of
at least 5.7 square te•t with th• minimum
openable width 20• and th• minimum openable
eight 24•. Sec. 1204
Eaves and cornices may not project into a required yard more than 2 inch•s tor each
toot ot yard width it required windows
open into th• yard. S•c. l206(dl
A/ A mezzanine is an intermediate floor •nd
/" may not have a floor area exceeding ll 1/l
percent ot the total floor area in the room below, and th• uzzanin• floor must have
a clear h•iqht ~f 7 feet, above and belov,and c h•v• 651 of the long side open to the
om below.
loft you show does not comply as a
mezzanine floor and is, by Building Code definition, a story, ______________ _
TS STAIRWAYS AND RAILINGS
r1oors above the s•cond story shall have not less than 2 exits. Sec. ll02(a)
4✓Required exit door,,ays shall be not less
/ ~han 35• in width and not less than 6'•8• i~ height, and shall be capable of opening
at least 90 degr••~· Sec. l30J(e)
../Provide 35• high protective railing tor / .. porches, balconies, and open sides of landings.
Maximum opening betw .. n railinqs shall be
less than 9•. Sec. 1716
./ Show how guardrail connection details are /-· adequate to support 20 pounds per lineal
toot at a right angle to the top rail.
Table 23-B
49./4rovide stair,,ay and landing details. 7· S~c. 33051b) , le)
a. Maximum rh• r at\d mJ.nimwa run ia 9 •.
b. Minimwa head rOOll ia -•-,•.
c. Miniawa width is Jo•.
,;,d": Handrails sh•ll satisfy the following:
a. Provide h•ndrail tor stairw•ys over 10• high when serving a single dwelling.
Ticle 24, See. T25-22Cbl
b. Handrail shall be Jo• to 34• above the
no■ing ot treads. Sec. ll05Cj)
c. K•ndrail projecting from a w•ll shall
have• apace not le•• than l l/2• between
the wall and Ch• handrail. The hand grip portion ot handr•il shall be not less th•n 1 l/4• nor more than
2• in cross-sectional .dimenaion.
Sec. JJ05Cj) Cs•• attached.I
./Every st•inray landing shall have a dimension,
/· measured in th• direction ot travel, at
least equal to the stairw•y width.
Sec. ll05CqJ
./ A door lll,&f open over a stairway landing
/" provided th• door, in any position, does
not reduce the clear area of the l•nding,
in the direction of stairway travel, to
less th•n one•h•lt the required width ot
the stairw•Y· Sec. 3l05CgJ
/
A door ma.y open inward at the cop step of
a stair,,•y provided the top step is not
more than 7 112• lower than the floor level. Sec. l30lCiJ2
/ :~o:~::.:t::!:do:.w~n:~;:.:t:~::;·point
and minimum 9 inches •ta point 12 inch••
from the side ot the st•ir,,•y.
b. Maximum rise is 9 inches.
c. Minimum width is JO inches. See. l30S(dJ (see attached) I Provide spiral stairway details z
a. Minimum run is 7 1/2 inches at a point
from where th• tre•d is the narrowest.
r·
f.
J'·
b. M&ximwa rise is 9 1/2 inches.
c. Minimum headroom is 6 feet 6 inches.
Sec. 1305( ti
(see attached)
Sprial stair,,•ys may not be used for required
exits when the are• served is greater th•n 400 sq. ft. S•c. ll05Ct)
Spiral stairways must have a clear walking
space of 26 inches between the column and
handrail. see. JJOS(tl
Provide I.C.B.O, R•aaearch Report and Number
tor metal •t•in,•Y• or submit plans and calculations and approved. fabricator
registered with th• Building Department
or note that the stairway tabrie•tion shall
be done under special inspection per the
approved fabrication plans. see. l061aJ48
and S•c. l06H)
f In buildings over 2 stories in height, provide
J/4 hour tir•-r•ted assembli•• tor all
openings in th• exterior wall bttl011 or within 10 feet horizontally ot an exterior stair•
/.
way. An exit b«lcony with 2 separated
stairways is exftlllpt. Sec. 3305
Exterior stair,,ays sh•ll not project into
the J toot setback from the property lin••·
See. ll05Cnl
•
~/Th• walls and softies of th• enclosed ~••able
/• !pace under interior stairs shall be protected
on :he enclosed side as required tor one-hour
/
ire-resistive conscruction. Sec. Jl05{m)
~ini:num conscruccion specifications shall
be made a part of the approved plans.
CS•• attached)
!. ROOPING
~ )'<·
Specify roof pitch.
Roof pitch is not adequate for roof type specified. Specify minimum pitch ot _____ _
,h Specify root Naterial and application.
/fl-Specify I.C.s.o. approval number tor root materials nee covered in oac.
~
•/specify root slop• for drainage or design
//co support accwnulaced water. sec, l207{al
Shov root drains and overflow■. Sec. 3207(&)
Provide skylight details co show compliance
with Sections 3401 and 5207 or provide rcao
approval number.
if. Provide plastic root panel details to show
/ compliance with Section 5206 or provide
_fl ICBO number.
ow attic ventilation. Mini.awn vent area
is 1/150 ot attic area or 1/300 ot attic•
area it at least SOI ot th• required vent
i• at least J teet above eeiling_jois~C::S. see. J205Ce) t........_.,li::r'-a.. U--V61-rn1 1
R., MASONRY
/,. Provide fireplace c:onstruetion details or
note construction to be per attached fireplace
standard drawing. See. 3707
Show veneer suppon and connections comply
with See. 3002, 4,5,6, and See. 2S16Cal
regarding ties and t9 wire in horizontal
joints or note construetisn to be perattaehed
sheets 30•1 or 30·2.
_/ Show height and construction details ot
1/-/8
~ all masonry walls. Chapter 24
Note that cleanout openings shall ~•·provided
at the bottom ot all cells to be grout tilled
over 4' in a single pour. Cleanout sh.all
be sealed before grouting, after inspection.
I See. 2415
• Show floor and root connections to masonry
walls. Connection ah•ll resist 200 pounds
per lineal toot or the actual design load,
/-
whichever is greater. See. 2310
• Provide material specifications tor mortar,
grout, masonry and reinforcing steel. see. 2403
79/ how how masonry house walls retaining earth
/~ re to be waterproofed. Provide detail.
Note that special inspection of the masonry will be required tor ______________ ,
C. AND CARPOR'l'S
1 requires one-hour tire protection
garage aid• ot walls and ceilings
to the dwelling. Table 5·B Sec.5031b)
.All element• supporting floor above garage
to have one-hour tire•resistive protection
on the garage side. Sec. 503. Beams and posts, not within the wall or ceiling con-
struction, must cOfflply with uac. Table 43•A,
or be minimums• dimension b•am and minimwa a• by a• post.
~ow 1 J/a• solid core ••ll-elosinq door )"2• ;~r openings between garage and dwelling.
/
See. 503CdJ
G•rages are not permitted to open into
/
a room used tor sleeping purposes. See. 1104
Openings ~•tween carport and residence
require ••lt-elosing doors and stationary
windows. See. 1214
,,./ Show garage framing section, size of header 7~· ov•r garage opening, lateral cross bracing
at plat• line and method of bracing garage
front. Chapter 23
NOTE: Minimum plywood diaphragm ratio is
/
3 1/2 to l or 2'&-. Table 24·I
Doors betw••n dwellings and attached garages
may swing in either direction provided
th• ditterenee in floor elevation between
the dwelling and garage does not exceed
7 1/2 inches and provid•d the door is not
us•d as the primary means ot egress fr0C1
the. building.
If eh• dilterenee in floor elevation exceeds
7 1/2 inches, or it the door is used •s
the primary means ot egress tram 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 3lOJCil2 •nd 3305 19).
rovide 18* raised platforms tor any FAU.
water heater, or any other device which
generate a flame
,~/Note that continuous tire wall protection
_;.;,-· shall be installed behind raised plat!or:mfs)
prior to framing platform.
R. P'OONDATION R IREN£lft"S
Note on plans that•A soils engineer shall
ev•luate any una.nticipated uneompacted till
or expansive soil or other soi! problems
disclosed during construction•. See.306(a)l2.
1iL Submit soils classification determination
/-by a licensed engin .. r or architect -based
on observation, tests, borings, or excavations,
and containing comments on the d~r•• of
expansiveness, compressibility and bearing value. See. 2905
1z.l." Note on the plan the soils classification,
/-whether or not the soil is expansive. and
note the allowable bearing value. See. 2905
J.n. The foundation plan does not comply with
/ th• soil report recommendation tor this project _________________ _
1,/ Provide not•• on the foundation plan listing 7·· the soils report recommendations tor foundations • y-slab and building pad preparaUon.
Note on the foundation plan that •prior
to the Contractor requesting a Building Department foundation inspection, the
soils engineer shall advis• th• Building
Official in writing Chat:
l. the building pad was prep.re in aecor•
danc• ~ith the soils report:
2. the utility tr•nches hav• been properly backfilled and compacted, ud:
3. th• foundation excavations. forming
and reintoreemenc com.ply with the soil• t-report and approved plan.•
Provide spread toocinga tor concentrated
loads designed tor 1,000 PSF soil bearing
or per bearing value as detenai.ned by an engineer or architect. Chapter 29
Shov h•iqht ct all foundation walls. C:,,apc•r 23
Show h•i9ht ot retained earth on all foundation
walls. Chapter 23
Show distance ot foundation co edge of
eut or fill slo~• and show steepn•ss and heights ot cuts and fills. Chapter 29
Note on plans chat wood shall bes-aoove
finish grad•• Sec. 24171c) 7,
Note on plan• chat surface wat■r will drain
away trom building and show drainage pact■rn
and key elevations, S•e. 29051tl
Dimension foundation per Table 29A.
TABLE NO. 29-A-FOUNDATIONS FOR STUD BEARING
WALLS-MINIMUM REQUIREMENTS
IU'TN OF FOUNDATION
WIDTH TNICKNUS IILOW
NUMIII TNICXNISI OF ., ., NATUHL ., FOUlllDATION WAU. FOOTING fOOTINI SURfACl STOIIU (I-(lachtJ u--.,J IF AOUNI .IQ flNISN
..... m UNIT ..... ........ ,_,
l 6 6 12 6 p
2 8 8 15 7 18
3 10 10 18 8 24
SOTES:
\Ybett unu.sual. eoodition.• or frost coaditions are found. foocinp .and foundations iha.11 ~ u requiffd ia Sectkm 2907 (aJ.
The scround uader the lloor may be n:cantec:t to tM t-l~·ation of rh~
top of the Eootin-. •
1~ Show toundatioa sills to b.• pressur• tr•ated, 9-or equal. S•e. 2517(eJ 3.
Show foundation bolt size and spaeillg.
s.e. 2907'•1
ii✓.' Specity siz•, ICBC number and manutae1:urer 7 · · ot powez;-driven pins. Show edge and end
disunce and spacing. S•e; J06(fJ
Show size, imbedzNnt and location ot hold
J• croaa bridqinq or bloekinq. Floor ~ ~:Ists and ratters more than 12• in dept~
and spanning more than 8 te•t shall b•
supported laterally by bridging at intervals
not exceeding 8 t■ec. Sec. 2506191
~-
Show blocking at ends and at supports
ot !loor joists. and tor ratters at exterior walls. Sec. 2506'9)
Show solid blocking at ridge at exterior walls on tru.ssed
S•c. 2506(9)
line and
roots.
Show doubt• joists. rtoor joists shall
be doUOled under b•aring partiCions running
parall•l with th• joists. Sec. 2518(dJ 5
Show ratter ties. Ratter ties ahall tM
spaced nee more than 4 !NC on e■nt•r
where ratters and ceiling joists ar• not
parallel, Sec. 2518(hl
,,JAf. Show ratter purlin braces co be nee less
than 45 degrees co the horizontal.
,
Sec. 2518(hl
• Show 1/2• minimum clearance between top place ct interior partitions and botcom
chord of trus••s. (To ensure loading
/
will be as designed, I
Show double top plat• with minimum 49•
/
lap splice. S•e. 2518(9)4
Show nailing will be in compliance with
Table 25-P.
~ Provid• lire stops between stories. between
tcp story and root space, at ceilings
_yr.
and floor levels in interior and exterior walls. in mansard root or eyebrow so no
concealed or turred space is greater than
10' horizontally or vertically, between
stair stringers at top and bottom and between scuds along and in line with
stair run adjoining stud walls and partitions.
ac perimeter of sliding door pockets,
becwe•n chimney and wood frame using m•tal
or incombustibles tor the tire step and
at oth•r places that could attord passage ot flame. S•c. 2517ft)
Shov stud size and spacing. Maximum allow-
able stud heights: 2•x4•9 16-is 14'1
3-x4••2.,x6•@ lS-o.c. is 20'. S•c. 2518(912 y.dovn anchors on foundation plan. Sec. 2312(!)
_.,,< Note an A.l.T,C, C•rciticate ct Complianc• Note on plan that hold down anchors muse -;;;--.. • tor glued laminated wood rnem.bers shall
be tied in place prior to tound&tion inspection. be given cc th• Building Inspector prior
S•c. 2312(!) to eree~ion. See. J06(tl ~ Show adequate tootings under al 1 sh••r A 7 D•tai 1 al 1 post co beam and post to tooting
walls. S•e. 2311C•J • conn•ctions. See. 25171el 4
•-"": Show stepped tootinqs tor slopes steep•r &? _.r~-than 1:10• Sec. 2907,c) , Spec:ity nail siz• and spacing tor all shear walls. floor and root diaphragms.
t VI": Show minimwa u• clearance from grade to ~ Indicate r•quired blocking. Maintain 7-· bottom of floor joists and minimum 12• fl!. maximwa diaphragm dimension ratios.
clearance to bottom ot girders. Sec. 2517 _.).Tables I.J,XJ. ,✓show pier size, spacing and depth into 'JA(". Show J•x,• or 2-xs• studs in tir1t story
~~di•turbed soil, TaOle 29-A ot thre• story building, Sec. 2518(t) 7• ~: ;;~;mum under floor aeces• of 18-x 24•. ◊Provide truss details and truss calculations,
~-minimwa und•r floor ventilation equal /."2' Provide root fraatin9 plan. See. 302(al7
1 1/2 sq. tt. tor each 25 lineal teet :i,,<." Provide framing sections through, _____ _
of exterior toundacion vith op•nings ••
clos• co earners a■ practicaOle to provide
cross v•ntilation on at lease two approximate-
ly oppo■it• Sid••· S•c-2517
I. PRAMING
'~Show all joists. ratters. beams. and po■ts /' 2-to 4• thick to b• No. 2 Grad• Douglas
Fir•C...reh or better. All po■ts and b•am•
5• and thicker shall b• No. l Grade Douglas
Fir-t..reh or b•tter. (Tabl• 25-A-l)
Show wall bracing. !very exterior vood
stud wall and main cro■■ partition shall
b• braced at each end and at lea■t •v•ry
25 t■et ct l ■n9th with lx4 diaqonal let-in brace or equival•nt. sec. 2518CgJ5
Section l02Ca) 7
In area• subject to water splash and in
•xterior locations. wood column■ and posts
shall b• support■d by piers projecting
at least 2• abov• th• finished grad• and
shall bear on a metal base plate or treated
wood unl••• the column• or poet• are toun-
dation grade redwood or cedar. S•c. 2517(cl4
, -------------;:-----.__ .,. ' l..eJE:L. l't-1i1GS. _ _/
18 Show location of attic ace••• with minimun ~•: Show access to U1• attic or under floor
furnace to be minimum JO inches by JO
inches. Sec. 708, 709 UMC 1....( Shew draft separaeion for attic ,1,rea•
,siH 22" --~ 30•. see. 3205 /:
/~· in exc:ass of J,0OO sq.ft. Sec. 3205 9. Note that passageway to the attic furnace
shall b• unobstructed and have continuous
solid floorinq not less than 24 inch••
wide. Sec 708 UMC
1,.,.. Show draft separation. tor space between
/ drop9ed eeilinqs and floor above in •xcess
ot t,000 sq.ft. See. 2517 ,J Spec•fy plywood grade and panel indenti~ y.7·~ tieation index. Table 25~J
When root pitch ia l••• than 3:12, design
ridge u a Oeam. Sac. 2518 {hi
1 o;(_ Wood shear walls shall not b• used to /Q resist horizontal forces contributed by
masonry in buildings over one story in
__ /heiqhc. sec. 25l61bl
~-Gypswn lath and plaster. gypsum sheathing
board and ,;ypsum wallboard shall not be
used in vertical diaphragms to resist forces imposed by masonry or concrete
conscruccion. Table 47-I
19~ Il cripple wall •tuds are les• than 14•.
/· framing shall be solid blocking. Sec.2518(g)6
1 ✓ Cripple wall scuds exceeding 4 feet in ✓--height shall be l inch by 4 inch or 2
J.
inches by 6 inches when supporting 2 scories.
Sec. 2518(9)6
Show plywood sheathing over exposed eaves.
or other weather exposed areas. is exterior
grade. Sec. 2517(gJ J
Show a veep screed at Che
line on all exterior stud
stuccoed. S•c. 4706C•J
foundation plate
walls to be
Provid• an approved waterproof building
paper und•r wood siding. S•c. 170l(al
Specify &n approved flashing tor exterior
openings a.nd par•p•t walls. Sec. 3208
Show corridor width to be minim.um J6•.
S•c. ll04(bJ
Sp•cify truss layaut tor Jo• x JO• attic
access.
Ridg••• hips, and vall•ys shall be at
l•a•t on• size larger than supported
ratters. S•c. 2518(hJ J
Provide metal seraps across ridge beam
and ratters.
MECHANICAL
All heating, v•ntilating, and cooling syscems
and applianc■s shall comply with U1e Uniform
He~anical Code. )SO· Show the size, location and type ol all
yr. heating and cooling applianeu o7 systoma.
Show source ot cOntbu•tion air tor furnace
will comply with Chap.r 6, U.M.C.
· 29'2. Every dwelling unit shall be provided with
/ heating facilities capable ol maintain-ing a room temperature ot 10• F. at J feet above the floor in all habitaOle
rooms. Sh01t basis tor compliance. UBC
f·
Sec. 1211
Show minizaum 10• deep unobstructed working
space in front ct furnace.
Note on plan•,clearanc•• to be per manulac•
turers listing. Sec. 704 UMC
Furnace shall not be installed under any
stairway. S•c• 704 UMC
Furnace shall not b• in■talled in any
bedroom, bathroom. clo■et. or in confined
space with ace••• only through such room,
unle■s specified a■ direct vent appliance,
enclosed furnace or electric heating appliance.
Sec. 704 UMC
Show ICBO approval tor prefab fireplace
and provide approved inatallation in•truction■ at job dee.
Show pemanent electrical outlet and
lighting !ixtur■ controlled by a switch
tor the attic furnace. Sec. 708 UMC
Show details to comply with Section ~09
tor furnace under th• floor, Section 708 tor attic furnace, or Section 710 for
root or outside •·
ote on plan, gas vents and non-combustible
piping passing through three floors or
l••• shall be effectively draft stopp~
at each floor or ceiling. UBC Sec. 1706(aJ6
K. ELECTRICAL (National !lectrical Code)
All wiring shall comply with the National Electrical ;zod
Note.on the plan th• amperage ot electrical servtce.
-,.-.,/ It' the electrical installation is more
/~• tiian 200 amperes. show panel location
and provide a single line diagram and
load calculations including:
a. Wiring method employed.
b. Size• ot .sll conductors, switch•••
e.
d.
circuit breakers. !uses, and conduits. Approximate length ol service feeders.
Provide plot plan showing services.
all panel locations, circuit arrangement
and load distribution on panel bus•••· e. Provide typical panel schedule(sl. /2 ellings require mt.nlllum 100 amp service. r ow location ol all electrical receptacles.
Electrical receptacle locations and/or spacing is not adequate in ________ _
~ At least one receptacle shall be installed
outdoors. in baaements and attached garage•,
/.
other than laundry out.lets. Art. 210-2S(bl
Show minimum dwelling lighting (NEC
Art. 210-261al and GFI'S in garage, baths and outdoors. NEC Art. 210-B(al. ,✓ Note •uFER• ground to be provided INEC). _:y-• Art. 250-81
PLUMBING (Uniform Plumbing Code)
All plumbing •hall comply with U1e Unifroa
Plumbing Code.
,~ Show water heater size, type and 7-~ location on plans.
-~ Show method ol providing colllbu■tion air
// to fuel burning water heater. Sec. 1307 pa. Fuel combustion water h•ater shall not be
/4.
installed in bath or bedroom or in a closet
opening into bath or bedroom. Sec. 1309
• Provide adequat• barrier to prot•ct veter
/.
heater frOffl vehicle damage. Sec. 13'10
Sh01t T and P valve on water heater and
■how route ot diacha.rge lin• to exterior Sec. l007(el
Provide dryer vent to outside. UMC r sec. 1903
Not• on th• plan that hoa• bibba and lavn
sprinkl•r syatema shall have approved ricktl011 pr•v•ntion d•vicea. sec. 1003
ewer atall ahall accornod•t• a Jo•circle
d have a minimwa lloar area ct 900 aq.1n. PC 909(dl
/,.
I·
;..
f.
ppqY CtllSUYATlONr Pl_., .....
New Stat• Kandated 1te9ulation■ {Calif. Adrain. CodeJ bee ... etfec:tiv.
June 16. ltll •nd require U•t the
h■i9n sa~iafy on• of the alt■11111U.,.
enar9y pac.lca9•• l ■N 11tt.ac:had pac:kaqn
A. 1. C. 1 • .z. l. 4 and U lllJ. tta.
lav also require• that •ny •ncLatorJ cona:~rvacion it•• be 1atiJfillcl. c.4,~~IJ¥:J-R 1• in ZOM.-Z..,..._.
Copi•• of the Residential &n■rqy co,u1ervaeion Nanu.l qy be oDUined
froar PuOlicationa Unit. Calitonia
Energy Camais■ion. 1111 ~ Ave, MS-50, Sacramento. California 95125. (Tel. 1916) 920•6216JJ. C:.litornia aW.14in9
Official■ also -inc.in a t■les,non. •hotline• becveen 10100 A.K. u,d lloGl:t.
and 1100 P.K. CO 4a00 P.K. at (tlSJ
u,-1121.
Show on tn■ title Ulfft of the plUII,
die alt■ruciv■ ■ner,n paCM9■ tbat
IM■ ■elected i.e. A, I, C, 1, 2, l,
4, or Aa Ul to show c:C111Pliance, Ulcl
provide calculation■ and otll■r daU,
appropriate to that ■■lect.N paetc.ap.
Tl'I■ r■■ponaibl• deaiqner ■tloU.ld !!D.
• stat ... nt. on the Dlan title •h-t. •'T'fl• deai9n suklaitt■d subac..ntially c:onfoni• to the lner9y R■9ulation■
for Re■idential auildi119■•.
Shov th•••• value for Ula wall• and c■ilin9 and related ar•••·
Not• that the in■ulation ued 1hall coap!y with California Quality Standard■•
Note the insulation inac..ll■r shall
po■t • siqn■d certificate. in a coa■picioua
place in tlle buildin9, 1.tatin9 the
in■ulation coapli•• with Title 24, Chapt:ar 2-Sl •net Title 20, Chapter 2, S11.behaptar
4, Artic:la J.
Note doors and window■, inclu.din9 akyliqAta, betwoen conditioned and non-conditioned space sh.Ill be fully we■ttlerstripped.
Not• on the framing plan tllaC w.ath■r
atrippin9, ~•u.lkin9 or sealants -.i■t
be used co lt■it filtracion in ttle
bu1ld1n9 envelopa at the followi119 loc:aU.Ollet b:ter1or joints around window■ and door
7'·
~-
;rl·
21'·
Note at the ••ttrtor wall t,replaee
•r1r•plac• to have ■,n,■wa 11a square
inch•• of out11d• air: to have 9la■■ or -tal door cover1n9 the enure opeaillf ot the firebox, to Jlave tiqht-fittillt'
daaper with readily acce■aible control and should not have• continuou■ blilZlli"9 pilot li9ht•.
Note duct• shall COlllJlly with Chapter 10,
197, UMC and shall bra tiqhtly ■ealed
with uetic or tape.
Note at the v.ater haeter locatiOII •veter
heater to h•v• wrap of R-12 ext•rnal
in■uli1tion•.
Note, where v.ater heater is in unconclitJ.aaa4 sp.ace, the tirat five ffft of outlet ~ipe to have R-l wrap.
Nota all ctrwlatin9 hot water pis,.■ in unconditioned space■ sh.aill tMt in■ulat:ad.
Note that all 9a■ fired heattn9 and
cooli119 appliance■, showr■ and faucet■
shall CQa9lY with the lner9Y !tficiancy Standard■•
Show, at bath and kitchen, that tfte
t•n•r•l li9htin9 ■hall have an afficiucp
of not I••• than 25 lua■n■ per watt
i.e. tlorHc■nt.
Note that he■tin9 or coolin9 syac-.
fexcopt heat puapaJ shall have an autGallti~ thenioatat with mech■ni• which can tMt .. nually pr09r--■d to autoai■cically
Mt b.acJt the th•rao•t•c sac point• for
•t leaac tvo pariod■ vithin 2, bollra.
Shov ttle •ii•, type and location ot
th• apace heatin9 (or cooliftCJI ay■t
ancl prOYid• •nar9y calculacion■ if tile ou~put ITU/Hr. exceed• 45,000 ITU/Hr. oucput.
....., •• UII ---• for nu _. •it.er 11ee:tw are OIi It.at• •IP o N I iac.
oucaoor pcNU -..,u faaa,1 tuel 11-c•.-• """u·• pool c:ov.ra •• -■U u ocaer ene.rn sav,q dr,1.ne sl&C .. CJJle c1ocaa. ecc.
-:-:ZO•l40I
o. MIS~O'S
-l. Shcv a. minimum 2 • air space and fl.4shin9
b•ew .. n plancer and buildin9 walls.
Sec. 2Sl7fel
3,,{ Specify maceria.l co be u.sed under cha 7-,,· shower cile. Sec. 1707(aJ
, !A'(. Specify la.ch &nd plascer co comply vich
/~ Chapc•r 47 uac. A Tvo J/4• copp•r pipe■ muse be inacall•d
from water heacer location co convenienc
fs~ocacion of tu.cure solar·pan•l• (City Ord.I
• Provide slffVes (root jacks) in root tor
cwo tu.c::re J/4• copper pipes co cc.,nvenienc
location of tu.cure solar panels (Cicy Ord. J
Noc• chat solar water 9ip1n9 is co be insulated in •r••• c..~ac are nee ~e•t•d or ~coled. (City Ord. I
□ a,uldin9 plan■ and co,a,plece.
•v•----------------Dat•z _________________ _
CJ luildJn9 plan• vauld be aub■cantially corract
and C0111plate is ainor corrac~ion• ■r• .. de
ac c:ounter. fr ... s, bec~••n v.all sol• plate• and flooc■, ud u..:t.....,en eat•r1or va,1 p,ane,■i penecrat,on■ 1n valls. ceilin91, •ncl floors for pluab1n9, electricity, and lyi __________________ _
••• l1n••: op~ninga in attic floor■, Datez _________________ _
and ~II och•r opanin91 in the buildi119 ~ •nv•lopu. □ ildinq plans r•quire -jar correction■
Not• that doors end window■ to be c•rtifi_. cc.pl•t• pl•n recheck, by plan cfteck
and l•D•led a■ coaplyin9 witft the &n.rqy en91neer, i■ r9q\11r■d. Ae9u.l•t1on■• . ly1 -;::j" ' V"\,,"J
Noc• tan■ .. naustin9 air to have back D•t•t :± \ l.. \ E,§E
draft daaf>■U. ; I! you have any quaation■ r■9ardin9 tfti■ plr check, Pl•••• call -::!""' """"
ac _ ~ l'j) 'S;G:o -14 ~'?$ .
•nd
Ne would aho be pl•a■-d to ... c with
voe,. at no ch.■r9a, if adcUtion■l •••i•t■nc• ia ne.cled.
Jurisdiction C~~
Prepared byr
...::::r;'11 VALUATION AND PLAN CHECK FEE
PLAN CHECK NO, _gf -/lf/-.Z::-
O Bldg, Dept,
□ Esgil
BUILDING ADDRESS ;:!' 8 ::30 '3 Z ,,i_, VC:,/b7Z-,vFJ4,,4
APPLICANT/CONTACT ..:z;f1111 .])1:~rfcr?;;. PHONE NO. 2 ~:?-f' :i-47
BUILDING OCCUPANCY R-3 /p.J{f!E"(,) DESIGNER PHONE _____ _
TYPE OF CONSTRUCTION U-Af CONTRACTOR PHONE -----
BUILDING PORTION BUILDING AREA VALUATION VALUE
MULTIPLIER
~ JUI 1/,Jt:;. Zo.38't. 9 K 5?,gg.. -211.:3 e?S" .
,..,..--_., A ~A {LG 7 x 2 ')(. /2~ = 11-ZcJ~ ,
'
.
.
Air Conditionin~
c;ommerclal @ 2.80
Residential (a 2.40
Res. or Comm.
Fire Snrinklers @ 1.50
Total Value ZZ-21 53~
fee Adjusted To Reflect O Energy Regulations (fee x ('.),i1
□Handicapped Regulations (~ 1,065)
Building Permit fee $.....L..L'_,_~ __ ,_.:9_c::J ______ ~----~--"f---=-------
Plan Check f ee----'$.___¥.,.;__£~1/._ . .;;;3:......::0::-____________ ;;x_.:_$_;:_ ____ _
COM MEN TS._•----------------------------
8/4/82
\
PLAN cHEcK ltL'-lls)030-)1jJL/4~rECElVED
PLANNING: TYPE OF STRUCTURE ~ ZONE: MAR 2 6198~
Cl OF CARLSBAD
SCHOOL FEES: SAN DIEGUITO_______ ENCINITAS B ldln De artment
CARLSBAD SAN MARCOS ;;---
REQUIRED SETBACKS ---11--~--
F RON T -___ -t--_______ _
FENCES/WALLS ____ -+-+--'r-----~-SIDE --++----1----+r------,..:::;..._-
TWO CAR GARAGE ----------R EAR ---"'---+ c:: LlJ ~ ~ COMMENTS: :f~ k 4-VQ ~ ~ J {;A < ~
·"·
0 ptvn,X--1-~ p ,,v-£QJ__ k ~ ·
~o □ REOEVELOPITENT APPROVAL REQUIRED:'Nr --.
I-L•J □ u a::: Ll.J ....
~~ [] LANDSCAPE PLAN COMMENTS: N -~---------------
ENVIRONMENTAL REQUIRED: ~ ~
ADDITION/\L COMMENTS: -------------------·----·---. ·-
OK TO ISSUE:
**********************************************************************************
ENGINEERING LEGAL DESCRIPTION VERIFIED? yt) __ A.P.N. O:ECKF.D? lJf<.
P.F.F.~QI//~ PARK IN LIEU ~~/4ee-Na-re' Nd'Jt=:
. R.0.1~: ,,~IMPROV[MENTS : /"✓ c'X1 JI:J-~C. ____ _
~
E • D. U : ,,?_ t:-~ .JS --------...----------------
SEWER: LC vu CJ 1/erg_.f'IA. 11: ,-1~~' c ~ --<.... ~-( G-It/-.,..,..~;-----
LATERAL : o-f0 DRIVEWAY: ./JS,£" ~;,-y J;:p::J. J7fX. ~,R,tl&/VAy
0::
Ll.J :x Ll.J GRADING PERMIT: S,l.fr,,/ ~ /N ~ ~..z:r I s /-hrrJ CAYJ ~ ,ef-~G ~
►◄ Ll.J > 1-·
Ll.J < c::: a f'A-~~-~--,---------r-
~ □ ~8 □ UC:: ~;; □
EASEMENTS: ..,__ ___ .,____ _____ ~;....;...o..--ADDITIONAL COMMENTS : 12.JfL(X Q--\.LY !
F-
c:: O' 0 Ll.J u c:::
* ENGINEERING INSPECTION REQUIRED: ____ +----.-------------
PUBLIC l!ORKS INSPECTOR: dt( ~:le)} i-\s0 lH
FINAL OK:___________ DATE: _____________ _
* IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC.)
•
---------------------
--•--•------+-.. --·--+------'-
,, •
' ·----------.--•---' ·-:--t-·•--------
------•--+-------------------+----____ ,.. _______ ---
---··----·--·-·' --
·------------. -
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I • I . . _ SHEAR . wALL SCHEDULE ' . . i&--1x D.F. di~go:al sheathing _____ . ______ ""'. _______________ _
, ~ (as per UBC .Sec. 2514 (b) ·)
~--1/2" drywall with 5d cooler nails@ 7• o.c. edge &
' field (Table 47-I UBC) ---------------
300 I /1 ,
lOOi/1
: &--5/S• drywall with 6d cooler naila·@ 7" o.c. edge &
' field (Table 47-I UBC) 100#/l
. : £--1/2" drywall with Sd cooler nails E! 4". o.c. edge &
i field (Table 47-I U!lC) I .
,&--s;a• d~ywall with 6d cooler nails E! 4" o.c. edge &
field (Table 47-I UDC) · -·----·-···--···-···· --· ·--
125#/1
125#/l
· .&,--1/2" blocked drywall with Sd cooler nails @· 4• o.c.
edge & field (Table -ii-I UBC) ---·-···----· ---150,D/l
&--5/8" blocked drywall with 6d cooler nails E! 4" o,c,
edge & field (Table 47-I UDC) ---------1751/l
&--7/8" stucco over paper ba~ked lath w/16 gauge otaples
at 6" o.c. at top & bottom plates, cdcr~ of shear wall
and on fiold (ICDO Report No. 1823, Feb. 1977) ---1800/1
~ or (ICBO Report No.1310, Feb. 1973) . ~--7/S• stucco over paper backed lath w/16 gauge staples
at 3" o.c. at too & bottom plates, edge of shear wall
and 6" o.c. on fleld (ICDO Report No. 1823, Feb. 1977)-32St/l
/\ or (IC!lO Report No. 1310 • Feb, 1973)
•LJ9..\--3/0" Structur~l I! Plywood with Bd nails E! 6" o,c,
at edges & 12" o.c. field (Tnblc 25IC unc, 260!•/l •.
£--J/e• Structu:~l II Plywood with 8d nails E! 4" o.c.
At edges ; 12" o,c. field (Table 25IC UBC) -------38011/l
.£1.--3/8" ~tructural !I Plywood with 8d nails @ 3'' o.c. 'f_1?•/l
at edges & 12~ o,c._field (Table 2SK UBC)~ •
£.--3/8• Structural%~ Plywood with 8d nails@ 2• o.c.
at edgea & 12" o.c. field (Tllblc 25K ODC) -------6401/l
Ii/'\--• Structural Plywood with d nails @ • o,e.
: at edge:, & 12" o.c. field
i /\ ,L_.::,--at • Structural Plywood w!th
edges & 12~ o.c. field
d nails E!
•
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S □UTHERN CALIFORNIA SOIL AND TESTING, INC.
6280 RIVERDALE 9T. BAN DIE.GO, CALIF. 9212 □ • TELE 280-4321 • P.O. BOX 20627 SAN 0JE130, CALIF. 92120
7 4. S 3 1 VE LI E WAY PALM DES ER T, CA LI F, 9 2 2 6 □ • TELE 3 4 6 -1 □ 7 B
6 7 B ENTER PR I El E BT. EB CO N O I D □, CAL I F. 9 2 0 2 S • TELE 7 4 6 • 4 5 4 4
May 1, 1984
Better Homes Construction
3005 Azahara Street
Carlsbad, California 92008
SCS&T 25073
Report No. 2
SUBJECT:"· Revised Foundation-Recommendations, Demiter Lot, 2830 Carlsbad,
California.
Gentlemen:
In accordance with your request we are providing revised foundation recommen-
dations for the subject project. It is our understanding that the site is
underlain by mo~erately expansive soils and that hard rock may exist within
18 iRGhes from finnished grade. We understand that foundation recommendations
by Bento·n _Engineering call for 18 inch deep footings reinforced with one No. 4
bar top and bottom. We also understand that in some areas hard rock may
exist within 18 inches of finish grade. If this rock does exist, footing
excavation would not be possible using normal excavation methods.
In co.nsideration of the above, it is our recommendation that the footings
shoul'd extend to 18 inches below finish grade except where rock is
. ' encountered with this depth. In this case, the footings should extend to
the rock or to 12 inches below finish grade, which ever is greater.
S ·O .. u. °T: H E R N CALIFORNIA SOIL ANO
RECEIVED
MAY 71934
CITY OF CARLSBAC
Bulldlng Department TESTING, INC.
•
.,
I
(
.,
SCS&T 25073 May 1, 1984 Page two
Concrete.slabs-on-grade should have a thickness of four inches and be
reinforced with a 6 X 6 -W2.9 X W2.9 (6X6-6/6) welded wire mesh throughout.
If you have any questions regarding this letter please contact our office.
OBA: nr
cc: (2) Submitted
(1) SCS&T, Escondido
ESTING, INC.
RECEIVED
MAY 71984
CITY OF CARLSDAC
Bulldlng Department
SOUTHERN CALIFORNIA SOIL AND TESTING. INC.
•
•
~ -.
*
If 2 {0 73
~------,.-,------------
SOUTHERN CALIFORNIA SOIL AND TESTING, INC,
628 □ RIVERDALE ST, SAN DIEG □, CALIF, 9212 □ • TELE 2B□-4321 • P.O. BOX 20627 SAN □IEG □, CALIF, 9212□
7 4. B 3 1 VE LI E WAY PALM D E B ER T, CAL I F. 9 2 2 6 D • TELE 3 4 6 -1 □ 7 a
6 7 B ENT E R PR 1 B E 9 T. ES C □ N □ I □ □, CAL I F', 9 2 □ 2 5 • TELE 7 4 6 -4 5 4 4
April 13, 1984
John Demiter-Better Homes Construction
3005 Azahara Street
Carlsbad, California 92008
25073
No. 1
SUBJECT: Moisture Test Results, Demiter Lot, 2830 Luciernaga, Carlsbad,
Ca 1 i forni a.
Dear Sir:
In accordance with your request, we have completed a moisture test at the
subject site. A representative sample of the subsurface soil was obtained
and tested for its moisture content. This sample which was located approx-
imately 18 inches below grade was determined to possess a moisture content
of 27.4%.
If you have any questions after reviewing our report, please do not hesitate
to contact this office. This opportunity to be of professional service is
sincerely appreciated.
& TESTING, INC.
Daniel B. Adler, R.C.E. #36037
DBA/rr
cc: (3) Submitted
(1) SCS&T, Escondido
SOUTHERN CALIFORNIA SOIL AND TESTING, I N C.
I, LOG. N0. __ 5/r=::.._-"'6"'-8 __ _
SAN MARCOS UNIFIED SGICXlL DIS1RICT
PROJECT SERVICE AVAILABILI'IY IBTI'ER
(Applicant fill i'!.-1 print ?ibly) ru:~::: l/~~1;,;SY,._4_£_r, ______ Pho_n_e_No_._f 7'"2 P?V7
OWNER: --~<k,-c~e~•~,~~~-:__ _______________ _ -Phone No .. ___________ _
Address: ________________________________________ _
,PROJECT DESCRIPTION Project Address/1Dcation 2tf'5 0 -3 z_
/__VCf/.i:.,<,l'ldr; 71-~L+cc, ST.,,.f-~ject Name: _____________ _
rProject located on Assess-')r' s Parcel Ntmbers
Assessor1s Parcel No.(s):
( Attach legal description
if necessary)
1. ~!1Tif! [Fl 3. CID DIJ !TI
~nsus Tract No. 200 • 03
torn-iect Type (check one or rrore)
2. I I I lo::I] CD 4. c:::II] 11 I I I I I I
Housing Type
Single Family
No. of D.U. 's No. of Bedroans
~ Minor Subdivision (TPH)
LJ l!ajor Subdivision (TI.!) Multiple Family
1.
2.
3.
f:bbi le hare Uni ts
O.vner/applicant agrees to reconfirm this pro,iect with the issuing sch(X)l district every 6 rronths
unless such action is not required by the district. District Phone_6,clc:9-c'....-'7ec4,c4,._-_.,4c.7.,_76"-------
0.vner/applicant understand that the certification for school service contained in this Project
Service Availability Letter is no longer fective if the project is disapproved or if the con-
ditional project approval (subdivision, it, or other conditional use processes) expires.
The information I have provid is co e f: ./ ~/
APPLICANT's SIGNATURE, __ ~~-'===~==='------Date,_~~=-=--=--"')_..."'--_---f_,,__y.,__ __
SAN MARCOS UNIFIED SCHCXlL DISTRICT
CERTIFICATION OF SCHCXlL AVAIIARILI'IY OR NON-AVAILABILI'IY
Date: 10 C!1TIJ DAY [QTIJ YR ~
City of Carlsbad TO:
FROM: Scbool District San Marcos IJnified Grades Served: _ __,,_,,_L£. __________ _
1. LJ
2.
3.
School services and facilities are crnmitted for this oro.ied. Se>rvicPs will be available
concurrent with project need based on a .secured agreement, wi.Lh the developer which has
adequate financing and clear intent. The termination date of the docunent is:
___________________________ . Sec attached copy.
The undersigned school district hereby certifies that it will be able to provide adequate
school services and facilities to the aOOve described pro.iect concurrently with the need of
such project. Owner/applicant has paid the required developer's fee.
The undersigned school district hereby certifies that it will not be able to provide adequate
school services and facilities to the above described project concurrently with the need of
such project because---------------------------------
DISTRICT REPRESFNI'ATIVE'S SIGNATURE
TI'ILE
41J.~
Facilities Technician
Date May 2, 1984
Phone 6) 9-744-4776
TILIDW-DIST!UCT PINK--OWNER/ APPLICANI'
'
DEVELOPMENTAL
SERVICES
BUILDING DEPARTMENT
Sept. 5, 1984
Re: 84-141
Dear Sir:
<!ttp of <!arlsbab
1200 ELM AVENUE
CARLSBAD, CALIFORNIA 92008-1989
(619) 438-5525
Mr. Bikadi 2830-2832 Luciernaga
Work has been completed on your project and all necessary permits have
been finaled. We do not keep residential plans after the job has been
completed. Should you desire our copy of the plans for your project,
please pick them up from the Building Department within ten days of
receipt of this letter.
If we do not hear from you within the allotted time period, the plans
will be destroyed.
Very truly yours,
r,(): ky
'
I \
LEUCADIA COUNTY WATER DISTRICT
APPLICATION FOR SEWER-SERVICE ·
'JO•H :,+ ·// ·• .. <9',0·7.t_,-<i Owner's Name Rhoftde Olend.mtn ,,l.,;_,;·/ ,· Phone No.-727-655;3---' -----------""""'-'-""'---'-'----J; Mailing Address 903--Mimosa Avenue_.:,.:.• 1 /;'g;t:;:,:i-4 /Y.,_.
. ' I
Vi ta 6 1 ~ / • .}',, ,, ,-, I.
Service Address: -;f ~;• ~~,c -r '-'
0
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Tract Description: lot 388, .,Meadows #2
Assessor's Parcel tlo. ,i}1S-J1 o~ II./
Type of Building duplex No. Units 2 Connection Fee $ 3:ooo.oo
Lateral Size: 4" 611 811 Saddle Easement Connection (p-re-pd 400.00)
Extra Footage: · @ $ Extra Depth:_-'--_@$ ___ 2·,600.00
Amount Rec'd $----Ck. No/Cash 2688 80 Dat; · 9251•.
Rec d By 8, l4 80
lateral Fee · '., --~-
. Prorated Sewer
· Service Fee
· ._-Total · ·, $3,000 00
The application must be ned by the owner (or his authorized ·rep~esentative) of
· the property to be served. The total charges must be paid to the District at the time the application is submitted. · •. ,··_:~·.~:ti;:·:
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 exp~nse, 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. · 1 · · ·
The connection of the applicant's building sewer to the se~vice 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 \he 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 conmences on a different date. For
succeeding fiscal years, the sewer service fee will be collected on the tax roll
in the same manner as property taxes.
The undersigned hereby agrees that the above information given is correct and agrees
to the conditions as stated.
Owners Signature
' . , .
122'D :i_ • /
Account N_oJ
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