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[ I» ;i !STHUCTiON WHETHER SPECIFIED HEREIN ORKEEP HARMLESS THE CITY OF CARLSBAD AGAE/lC> _i- >O AGREE TO SAVE (NDEMF*ABILITIES JUDGMENTS COD 1 hereby affirm thai there is a constructionlending agency 'or the pedofmance of the wort< tor 1*fiich this permit is issued (Sec 3097 Civil Codel j55 °£}^E CAREFULLY EXAMINED THE COFY UNDER PENALTY OF PERJUfARATIONS ARE TRUE AND CORRE0 TO COMPLY WITH ALL CITY C-c O ij rnJ APPLICATION AND PERMIT AND DOALL INFORMATION HEREON 1NCLUDFURTHER CERTIFY AND AGREE IF A PAND STATE LAWS GOVERNING BUILD(fi — z m ^ 3.
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P'i Htion Evory psrrit rasuod by Ihn 6ui'de sh-H exp ts b/ .TJIBHOI und becc"i3oniod by cuch psn.irt ii nol coramnncecnit, or if the btiildlop or work authorsdorcd s! ;ny I.rrj tirtar the worh -3 conmg Official under thenUI and void If thewithn lEOdnysiromi*d by such permit•mc-icod 'or a periodarovi oions of tfiisHuriding or workthe dafe of suchS suspended orof 1HO davsf /* AN OSMA PERMIT IS REQUIRED FOR EXCAVATIONS OVER5 0 ' DEEP AND DEMOirTiON O3 CONSTRUCTION OFSTRUCTURES OVER 3 STORIES IN HEIGHT- fCERTIFICATE OF EXEMPTION FflOMWORKERS COMPENSATION INSURANCE(This section need nol be completed if the permitis lor one hundred dollars litOO) or iess|[J I certify thai in the performance of the worV lorwhich this permit is issued 1 shall not employ anyperson m any manner so as lo become subject 10the Workers Compensation Laws of CaliforniaNOTICE TO APPLICANT II after making mis Centficate of Eiemption you should Become subject toIhe WorVers Compensation provisions ol Ihe LaborCode you must forthwith comply wilfi suchprovisions or this permit shall be deemed revoked-—i— immoJ\O
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RELOCATIQN OF EA FURNACE/HEATER.MOBILEHOME PARK INSPr 1 lamp.pmnlimrtiv Sf>r R A PCThe Contractor s License Law does nol apply to anowner ot properly who builds or improves thereonand who does such work himself or throuQh his ownemployees provided Ihat such improvements arenol intended or offered lor sale II however thebuilding ex improvement is sold within one year otcompletion Ihe owner builder will have the burdenot proving thai fie die) not bu^ ONjrnprove tor thepurpose of sale) *~^^£^^_O 1 as owner ot the properly am eiclusivelycontracting with licensed contractors to conslrucithe protect (Sec 70*4 Business and ProfessionsCode The Conlractor s License Law does not applyto an owner of property who builds ot improvesthereon and who contracts for each projects with acontractors) license pursuant to the Conlractor sLicense Law)'EACH VACUUM BREAKEREACHINSTAI. ALTER REPAIR WATER PIPE^MECH EXHAUST - HOOD/DUCTS-N.
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cntno-o 1 hereby affirm that 1 am eiempt from (he Contractor s License Law for the lol lowing mason (S*c7031 5 Business and Professions Code Any city 01County which requires a permit to construct•HOT improve demolish or repair any structurepnor (o >ts issuance itsa rwji/rres the applicant forsuch permit to file a signed statement that he <slicensed pursuant to the provisions ol the Contractor s License Law (Chapter 9 commencing withSection 7t)OQ of Division 3 of Ifie Business and Professions Code) or thai is eiempt therefrom and thebasis for the alleged eiemption Any violation ofSection 7031 5 by an applicant for a permit subjectsine applicant to a civil penalty ot no! more than livek•*4. '^
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DECLARATIONSLENDER WORKER'S COMPENSATION OWNER/BUILDER CONTRACTORI 1I is I O 1 hereby affirm inat there is a construction jlending agency 'or the perlormanre of the *orx forwhich this permit is issued (Sec 3097 Civil Code), iiI HAVE CAflEFULLY EXAMINED THE COMPLETED 'APPLICATION AND PERMIT AND DOCERTIFY UNDER PENALTY OF PEfiJUflY THAT ALL INFORMATION HEREON 1NCLUDDECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PISSUED TO COMPLY WITH AIL GltY COUNTY AtJB STATE LAWS GO^RNING BUILDSTffUCTJCW, JWfmER SPE&f&B Wt#£Htf OR WOT J »USO AGREE TO SAVE INO^MI>KEEP HARMLESS- THE CITY OF CAfllSeAts AGAINST ALL UASM-mCS JUDGMENTS COEXPENSES. WHICH MAY M ANY VW< ACCRUE AGAINST SAiD GiTY 4M CONSEQUENCEGRANTING OF THIS PERMIT*T1 </; -< ^ |2 CD (Tl
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*.:* AM OSHA PERMIT IS REQUIRED FOR EXCAVATOMS OVER5'0 DEEP AND DEMOtrriON OR CONSTRUCTION OFSTRUCTURES OVER 3 STOfllES IN HEIGHTJ( Certified copy is hereby lu'nished'^C^^*"'CERTIFICATE: OF EXEMPTION FROMWORKERS COMPENSATION INSURANCE(This section need not be completed if the permitis lor one hundred dollars (11001 or less)n I certify that in the performance of Ihe work forwhich this permit is issued I shall not employ anyperson m any manner so as to become subject lothe Wooers Compensation Laws of CaliforniaNOTICE TO APPLICANT It alter making this Cenilicate ot Exemption you should become suCiect loIhe Workers Compensation provisions of the LaborCode you must forthwith comply with suchprovisions or this permit shall be deemed revoked33<T\
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City of Carlsfbab
REQUEST FOR INSPECTION RECORD
TIME
INSPECTOR ~^ /& (J pFRM|TK|n nirp ff/J. 5/^>
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DEVELOPMENTAL
SERVICES
D Assistant City Manager
(714)4385598
^P Building Department
{714)4385525
D Engineering Department
(714) 43S-5541
D Housing & Redevelopment Department
(714) 430-5811
D Planning Department
(714) 433-5591
1200 ELM AVENUE
CARLSBAD, CALIFORNIA 92003
TESTING ELECTRIC METER ON PERMANENT BASESUBJECT:
CLEARANCE OF THE METER LOCATED AT
1 -L>>Y) IS FOR TESTING PURPOSES ONLY
THIS DEPARTMENT RESERVES THE RIGHT TO REMOVE THE METER AT ANY TIME IF
THE REQUIREMENTS OF ALL DEPARTMENTS ARE NOT COMPLIED WITH EITHER DURING
CONSTRUCTION OR AT THE TIME THE PROJECT IS COMPLETED.
PLEASE RETURN THIS STATEMENT WITH YOUR SIGNATURE TO THIS DEPARTMENT.
THE METER WILL THEN BE CLEARED THROUGH THE SAN DIEGO GAS AND ELECTRIC
COMPANY.
THANK YOU FOR YOUR COOPERATION.
MARTIN ORENYAlF^
BUILDING OFFICIAL
APPLICANT:
DATE:
FOUNDATION ENGINEERING SOILS INVESTIGATIONS
EJN & ASSOCIATES, INC.
1 5552 Coronado, #H
Anaheim, California 92806
714/630-7274
September ,17, 1982
Six Pence Inns of America
1751 East Garry Avenue, Suite #-C
Santa Ana, CA 92705
Reference: Elm Street
Carlsbad, CA
Job No.: 82-102
P.O. #-1804
Subj ect: Subgrade
Gentlemen:
Presented herein are the results of density tests taken on the parking lot and
driveway subgrade material. The tests were taken on September 9, and
September 14, 1982.
The tests were taken in accordance with ASTM- D-l 565-64 or ASTM: D-2973-71 and
compared to the maximum densities as determined in the laboratory by ASTM:
D-1567-70.
The results and their approximate locations are presented on the attached
table and plot plan.
If there are any questions, please feel free to call this office.
Sincerely Yours,
EJN & ASSOCIATES, INC.
George HBach
RCE 11092
ec
Distribution: 8 Addressee
TABLE OF TEST RESULTS
Test
No.
1
2
3
4 .
5
A
7
8
9
10
11
12
-13
Test
Date
9-8-82
ii
M
' II
II
Q/l/i /Rj
ii '
ii
IT
II
- M
It
II
-
drive-way
M
it
M
II
Pking
Pking
Pking
Pking
Pking
Pking
Pking
^king
Elevations
Test
100.0
100.0
100.0
100 0
100.0
100.0
loo.n
ion n
100. n
100 0
100 0
100 0
100 0
Nat.
•
•
*
F.G.
100 0
100 0
ino.n
100 0
100 0
inn n
inn n
inn n
inn n
IflO.O
100.0
100 0
100.0
Opt.
Moist.
8 0
R 0
S-Q V
8 0 '
8.0
R n
8 0
R 0
R n
R o
R n
8.0 '
8.0
••
Max.
Dens .
130 0
•*n n
-in n
130 0
3.0. ,0 ,
^n n
30 0
130.0
30 n
^n n
•*n n
in o
30.0
-
d
Field
Moist.
10.0
Q ^
8.7
7.8 *
in.i"
8 '\
o n
8 2
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8.9
H /,
Q -\
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Field
Dens .
l?P i
1°6 9
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125.7
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Job & Location Six Pence Inns/ Carlsbad
~ '
Field Technician B W
E.J.N. and Associates
15552 Coronado-Anaheim, Ca.
Six Pence Inns of America
Elm Street
Carlsbad, CA
Date: 9/16/82 I Job No. 32-102-2I
Technician: BW f Sheet _!_ of
EJN & ASSOCIATES, INC.
^x^'
Job No. /
Location |
JVZl E. La Palma, Unit S «,-/*-vtc /• -^, / -1 v Jf^
Anaheim, California 92807 7 //^> T/^
(714)630-7274 5<7^ V ' /J // (^
Client
/ c x?/rl/'» - c^TA
General Fill Area
^(?/" A^/V •-"•5' /___/
c — — — •
Earthwork
Contractor
Source and Description of Fill.
Equipment Water
Pull M-gal /
Push
Cat
E
C
ipper
at
Date / II V I °ay
Technician V
Earthwork ,. «ifoit
Foreman. ftJ^/Z1.'^/ r • \r^~
Weather •
*-i "" '"*! </ ;/"•• '•/•
Total Fill Placed
Water Sheepsfoot
Truck "5 M-gal Scraper C X )
Wagoner -T(
^^;^
» 7,o JU.OG-
Test
No
15
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In
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Test
Location
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Remarks
*
COMMENTS ' ft/:-*,'' >\!Fr> (Z) *?>t-r"'- ~7.Cf> 'VA/" W/ ' (Q ' , 4~\'~; s
f*\ ,
r J / ( J
'"' ^;.-^**f}/nite clr^v^y j
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..
ESGIL CORPORATION
0320 CHESAPEAKE I3R,, StTITE 122
SAN DIEGO, CA D212H
(T14) S«O-14flH
J
ESGII. CORPORATION
»aa«CHKSAI»KAKK DR., W
SAIV mi:<;n. OA oiiis
n<lO-I
Date:
Foreward! Esgil Corporation provides plan review services exclusively
to government entities. If you have any questions regarding the plan
review, please call and we will help you.
Jurisdiction:
Plan Check No. S2' 40 C^K />&*!£&
Project Location
Owner
Area
Cni2-L$&&O
0 c cuipancy /?*/..
Stories
Remarks
Allowable Area
Occupant Load
Type of Cnnst.
. eSV/7'/# -Date plans picked up/received by ESGIL
Date first plan check completed by ESGIL ^'2,
Plan review contact person (ESGIL) Zf7 *>i'J 6r//~
Corrections checked below are to be made on plans before permit is is-
sued. The approval of plans and specification does not permit the vio-
lation of any section of the Building Code, or other City Ordinance or
State Law. The following list does not necessarily include all errors
and ommissions. See Sec. 303(c) of the 1979 Uniform Building Code.
Plans require correction as indicated by items below, before a building
permit can be issued. Return this correction sheet with corrected plans
1. Please return a copy of this list noting where you have addressed
each item i.e. plan sheet number, detail number, note, etc.
2. Please make all corrections on the original tracings and return two
sets of revised plans to lisgil Corporation at the above address for
recheck.
ill. CORPORATION
CIIKKAl'KAKK ]>]«., SI'ITK 1^
» niKc;o. <-A Oiiiyn
(ri-O HIMM-I.OH
PLAN CHECK NO
OWNER
DATE REC'D
DATE CHECKED
CHECKED BY
f2e?orz+
i/
/S
xv g. So ^ "Ho C
ESGIL CORPORATION
DR., Sl'ITK lt>!»
KAN niEoo, CA »ai^:i
PLAN CHECK NO.
OWNER
DATE REC'D
DATE CHECKED
CHECKED BY
^C3L
12)
^
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Z27I
/ tJcKSiz /S .£v~
?
in
i-y^-y 17
l/6Oj
APPLICANT CITY PLAN
ESOII. CORPORATION
KIN
PLAN CHECK NO
OWNER
DATE REC'D
DATE CHECKED
CHECKED BY
PsZjLSj&<?_,$
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in
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s'cO ,
~1 18 ,•f—•*—p
APPLICANT CITY PLAN CHECKEF
ESC.II, CORPORATION
east) CIIKHAPKAKK nit., KI-ITK myN niKc;o, <-A s>yi^:i
(71 1) .-UO-1 1OH
PLAN CHECK NO.
OWNER ____
DATE REC'D
DATE CHECKED
CHECKED BY
SffT"
22
7
ff
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PTTV PLAN
ESOII. COltl'OKATHKV
e:J20C"IIKSAl»KAKK OH.. 8M*1TK lisa
(71 i) r.uo i HIM
PLAN CHECK NO
OWNER
DATE REC'D
DATE CHECKED
CHECKED BY
L212
1332 ^^^ ^" ^C^X ^f VTr
riTY PLAN CHECXEF.
,*J , >
Date i
Prepared byi
Jurisdiction £ <4 Hi S SAD
VALUATION AND PLAN CHECK FEE
Q Bldg. Dept,
G
PLAN CHECK NO.
BUILDING ADDRESS
APPLICANT/CONTACT
BUILDING OCCUPANCY
PHONE NO.
R~l DESIGNER PHONE
TYPE OP CONSTRUCTION V- f CONTRACTOR PHONE
BUILDING PORTION
izr ft-*-**.
l*>* fi0e&
B^c^r i j-rAiftS
Air Conditioning
Commercial
Residential
Fire Sprinklers
Total Value
BUILDING AREA
/*? / s t ^j , 6. / 1~
-f t & f
27 O1- 7• / '
?7 07.-7*~ / '
VALUATION
MULTIPLIER
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nternational Conference of Building Officials
RESEARCH COMMITTEE REPORT Report No 1147
Mnnh
Filing Category FASTENERS—Manual or Powder-driven Steel Studs and Nails
L.XUKIOR PrRIMMKKSH I AM)
1NTKRIOR PI Alt AM HOKA(.r
RAMSKT KAhrt.MV; S\M*M\ SPK IAI 1 Y SI-RVK tS
GROl P. OLIN CORPORA I JON
275 VMNCHKVTF R A\ tMiK
NEU HAVEN,CONNECTICUT 06511
I Subject. Exterior'PenniUe't Sill and Interior Plate Anihorane
II Description \ Rumsel Sill 4.nchorage The Ramsel laskners are
druc-n <*uh a Ramsei powder actuated tool Trie'exterior wall fotindatton
ol 2 iruh nominal thukncss an. attached lo Ihc Inundaiion with
el fasteners auJ dis^-, as uidk lied in labk No I Ihe 1148
f*MifKi\ have dianickiN ot INS null and 2IH nieh UK. lainu ilia me kr
extcnJ- I mJie* Ironi the head Ihe spaun^s shown m labk No I
provide lateral resistance equivalent in nominal plate aiiehorayc using
' iiwh anchor holts spaced 6 leu on tenter
Interior plaie arKhora^c is accomplished using tin. pins described above
lor exterior nil aiuHorace- or am ol UK pins whieh art. nJuiiilad by ihe
djn.in*ion* *ei lorih in Tahk No I 1 he method ot installation is similar
ioih.ii Je->>.nhi.J above lor ihe cviuiot sillatiehorage
B Ammo Sill \nchorage TheOMenoi wall foundation plalcs ol 2-nuh
nomirul thickness are atia«.he'd lo toundatiuns wnh NI628lXi or N)>-
C28EG pini and I -iruh-diamekr washers having a minumum (hiekticss
fl^ 00625 in^h These pins have a step tapered shank with the larger
(fameter extending 1,, im-hes The M' 524CP1 may also be used lo' ex
icrior sill anchorage Interior wall Ionnd.ition plates ol 2 ineh noiniiial
Ihiekness are attached to lounJatioiis v\nh NE*524(., Nl 424( , NIJ d241)
or ^^624D pm» in addinon lo those taskners itkmihed above tin i,\
trrior sill anbhora^e
Length -hank Jiamu^r and tei|imeii vpaiin^ .tie sei Intih in I.ibk No
II The spjeiri.^ shimn in lahli No II pantile lalei il nsis
«)uivalcni 10 nonuiul plate aiuhorai.e usun; ',' imh aiKlior holis sj
6fccl on^inkr
( Idem if Kill ion Ammo pins are identified witli an isosceles triangle
stamped on the head Ramsel lasieiiers are idemihcd by a "W" stamped
on (lit. he.id
III I \idence SuhmilU'd I oad (csls on foundation plates anchored by
Ramset and Ammo I aslcners, and driving tests in eonucle- test specimens
6 niehes wide are submitted .
Findings
IV ImdinKs* Thai th« Ramsel and Ammo Fattening Systems for ex-
icnor/pcrimf ler sill and Inferior plate anchorage are an allernale to the
cimslrucllun specified in Ihe Uniform Building (ode, subject lo Ihc
fnil OH ing conditions
I. I he exterior sill fasli ni-rs arc centered on sills 2 Inc hes by 6 inches
or 2 inches by 4 inches
2 I he spacing of Kamsel fasteners shall be in accordance with Table
No I and the spacing of Ammo fasteners shall be in accordance
Hilh Table No II
3 1 he fasteners are nol used for Ihe attachment of shear walls having
a uml shear in excess of 100 pounds per foot '
4 1 he pins are nol used lo attach plates lit the perimeter of concrete
slabs H here
(a) A c old join) is made between the slab and foundation b*low Ihc
plale
(b) The plate is installed on slabs supported by foundation walls
formed of cornerle block
5 I he pins are nol installed unid the concrete has cured at least seven
da>s or has reached an ultimate strength of 2000 pounds per
square imh
Ihc fuslimrs are nol lo be installed in concrete Hilh a thickness
Itss than lime turn's ihe faslvitcr penetration
I his rcpoil is sub|iil In it-examination in l»n \c.irs
TABLE NO I-
fUMser
PIN NUMBER
1U.I
n;o
3*30
JU.
M50
U77-
I'M
1<MSO
OVERALL
LENG1H(In inch**)
1,
3 ,
3.
3',
1
3
3
3
HtAD
DIAMtTtH
(In Inches)
'.
';
"
'•
',
',
10
ID
SHANK
DIAMETER(In Inches)
156
21S
172
2IS&
1K8
204
218
152
152
MAXIMUM SPACING (In F«*l)
Inleilui $
One storyMtilmum
2(1*
M)'
20'
30
30
30* ,
20*
20*
h»*/ W*»»
Two itory
Maximum
20'
30*
20'
30*
30*
30*
20*
20*
Jnlvilo; Nonth»»f W»lt»
On* tlory
Maximum
10
40
40
40
40
40
30
30
Two- (loryMinimum
10
40
40
40
40
40
30
30
Exterior ShMtWilla
On* • lory
Maximum
-
_
20
30
—
—
20
20
Two- • lory
MBMlmum
—
—
'1°
30*
—
-
20
20
VJ."ifc" •" t t-J-iJ up 'ii i hi JHJJIIIMH ol 1 imh iKiiiiiiul (fiKtiuss *m.,( |i|,iiis Iinufkfin floor slafmif f<utniif\ I In fjskniM »)wll nol be u»cd Itv
ilur.i >>I -.hui » jllv lijun^ i uml \lujr in iHiiss nt MX) |iouiiil<> |HI toul
All »jl(v -hJli lun pin^ I'lj.td h iiKhis H xin mils ol |)l,ili witli rii.miiniini s;ui ing hi H* 1.111 us slumn abo\t
llir,MiijileJi*)«h-ill ha>.i iu.>pui> pljnJ jl 6 iiuliis and lOnntas Iiniiu uliindol plale wiili MMxnniiin s|i.iuii)t
T *,> -i^f\ shut »jlN *hall hi torinn.kd 10 ihi stLond Moor and loot
^ « ;'UI V' U2rt N,> mil N,i 1148 No HSOandNo 1124 pins shall hvinsijlkdwiih 2 inch didinitii No U ^ Kigi ilisisoi '/. inch washers i
•Hm No 347? ruiJ ihruJid pnrliiiu I j UK IKS lung on Ihe upper uulol tin slunk
Pm *»o l«:4bDhj5 j nfimiiuiiiiJwjNhir ihal is 7, inJi induniLitr and IMUimh ihuk of 2
Report No. 1147 Page 2 of 2
TABLE NO II
PIN NUMBER
NF628EG
NP524C
NF424C
NF624D
NP-624D
NP628LC.
NP524CTL1
LENGTH(In Inches)
3/,
3
3
3
3
3X,
3
HEADDIAMETER(in Inches)
y.
y,.
Y.
/.
y.
x.
x«
SHANKDIAMETER(In Inch**)
18010
217
161
161
171
171
18010
217
161
MAXIMUM SPACING (In F«l)
INTERIOR'
SHEAR
WALLS
30
15
15
1 5
I 5
30
1 5
INTERIOR
WON SHEARWALLS
40
25
25
25
25
40
25
EXTERIOR-SHEARWALLS
30
_
_
—
—
30
30
pjjus
I\*O Si
an. bastd upon ilic JKJthiiit.nl of nominal 2 inch ihitk wood
o LunLitli lluoi slj
r> Lon^truttion All
01 fi)olins anii arc limned lu a maximum of
(JMLIILTS shall have two pmi placed di 6 in
d 10 IIKIKS I rum iji.li end ol UK plaU with maximum spacing bci-L!K.S ,
WIIM a (ahulaiul
Two sior> ih(.jr walls shall be uinnii.ii.d ai second Door and roof
The NP524C PI pin has a prunounitd washer lhai ii '/, mih in diamelcr
and OHO inwtun thiLkncss
1 IN it RAMP SH/^LL
INTO COOD L0CATUX
FOR CUft&CUT
CAWOT FIT
BETWEEN CARS
IN REGULAR SPACES
|2lo" WIDTH AU40 APPLIED
AT L^A^T If. GF^LL
UNff-
blue
t
=oO
ft
•.+'&•
CITY OF OCEANSIO1I
BUILDING DEPARTMENT
CATt«
DRAWING NO
-1
RfiftP ffl. tittW
r .4'>r
fifti 7SM PJ&MS £U
Ulti PtiWIJ W-
UMKHAYS.
z.timt
$s
U_ k
A
UtWE PIAIS 'X PJC535 f
> ,*v
PAGE 1 OF *"***- ,
f
*
PROJECT .5/x/-^;
ARCHITECT Pw' D<
OWNER
OCCUPANCY /?-
D SPRiNKLERED D
^ CARLSBAD FIRE DEPARTMENT v
1275 ELM AVENUE, CARLSBAD, CA S2008
(l\h] ^38-5521
PLAN CHECK REPORT
-^"^ S*'<*s ADDRFSS <£T*-A/ /;
y\_APPROVfci)
DISAPPROVED"
PLAN CHECK # fi2~*/0
OTHER KEF #
\
!•*
>^» C\jii±*fi* AnnRFRs 7T^>-£-> PHONP grfy- 5~?2 s_
AnnRpss PHOwe
/ CONST JCTVX^, TOTAI .SO FT tr.Ot^ STORIES ~£- _..
TENANT IMP 4- i^LDf^
1.
APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE
FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING
CORRECTIONS:
-H--H I I \ M'l-1 I -I -H I I M II I III 1 I 1 M I M ! -K 1 1 H I M H H HHH-t-
Provide one copy of the floor plan(s), site plan, and sheets
2. Storage, dispensing or use of any flammable or combustible liquids, flammable
liquids, flammable gases and hazardous chemicals shall comply with Uniform,
Fire Code and _^ ^_-
3. BuiJdinpfs) not approved for high piled combustible stock. Storage in closely
packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks
and 6 feet for tires, plastics and some flammable liquids. If high stock piling
is to be done, comply with Uniform Fire Code, Article 8l.
*i. Medical gas system(s) shall comply with M.F.P.A. Standard 5&F.
5- Fire extinguishers shall be provided based upon the following criteria:
a) 1-2A rated ABC extinguisher for each jsq. ft. or portion thereof
b) maximum travel distance to an extinguisher of feet
c) other:
Fire sprinkler system(s) per N.F.P.A. Standard
provided to protect _____
shall be
7.Dry chemical extinguishing system(s) shall be installed per N.F.P.A. Standard
96 to protect cooking equipment and exhaust system.
8. Plans of
9-
i(sj shall DS approved by the Fire Department prior to installation of
system(s).
Show en site olan locations of all nearby proposed or existing hydrants within
2GO feet.
Hydrant (s) snail be provided and located C-*** f !&•*>&**
"; /" />/£/*' • {2^ &*" /**?* ?*-—-f - ' ' -^-^-' --«'•--- ---"-'-• • - y-
________ gprn for hours from41 ^ f
ow ioc3rion{s) on site plan. Fire Flow:
hya'rsnts.
11. Access for fire apparatus is not adequate. Provide
12.
/
shal3 be of
w th openings protected with hour assemblies.
Comply with ragulations on attached sheet(s).
n Examiner
Report mailed to architect Met wi th_
hour construction
Z ~~/ ^~ &* 2—
Date
Attach to Plans
PAGE 2 OF z.
CARLSBAD FIRE DEPARTMENT
PLAN CHECK REPORT
PROJECT PLAN CHECK
J5-
_16.
J7
?8.
*9'
20,
21,
22,
23
25
Drapes and other decorative materials shall be flame retardant. Certification
thereof shall be provided. Exits, exit lights, fire alarm stations, hose
cabinets and extinguisher locations shall not be concealed by decorative
material.
Interior finish shall conform with Title
regulations.
California Administrative Code
Fireplaces and other appliances employing open flames shall have metallic guards
Loose chairs exceeding 299 shall be bonded together in groups of 3 or more.
Storage and janitor closets shall be of one-hour construction with all openings
protected with 3A hour self closing and latching assemblies.
An approved fire alarm OP* twtr1 -t-r tem shall be provided per
Title 24, California Administrative Code
An occupant capacity sign, with minimum one inch letters and numbers, shall be
posted near main exit ( square feet per person).
Exit doors shall be openable from the Inside without the use of a key or any
special knowledge or effort.
A "THIS DOOR MUST REMAIN UNLOCKED WHENEVER THE PUBLIC IS PRESENT" sign, with
minimum one inch letters, shall be provided adjacent to main exit door .
"EXIT" s^gns shall be in block letters minimum 6 inches high. Luminance on
face of sign shall be 50 lux.
"EXIT" signs shall be electrically illuminated and energized from separate
circuits. Show on electrical plan(s).
One of t-a above circuits shall be part of the emergency lighting system.
An "EXiT1 sign shall be posted over exit door
and directional signs located
Show locations on floor plan(s)
27- Approved rsnic hardware shall be provided on exit doors
Show on door schedule,
Corridor
Q 5 ^ r "
sn
_shall be of one-hour construction with door open-
:e self closing and latching as^e^olies.
exit aoor shall be provided in
per Uniform Building Code, Chapter 33
/?e
s ys s< *£ #<
-^
Q
^ 5
Oclt.
DEVELOPMENTAL.
SERVICES
D"As3tstanl City Manager
(714)4335596
D Building Daparlment
(714)433-5525
D Engineering Department
(714) -5385541
D Housing & Redevelopment Department
(714)4335611
1200 ELM AVENUE
CARLSBAD, CALIFORNIA 92008
€itp of Cattebab
Department
(714)4335591
March 2, 1982
Peter A. Trapolino
Sixpence Inns of America, Inc.
1751 E. Garry Avenue, Suite C
Santa Ana, California 92705
RE: PROPOSED SIXPENCE INN OF CARLSBAD
Dear Mr. Trapolino:
At a recent meeting, members of the Planning and Engineering
Departments reviewed the plans submitted for your project,
Sixpence Inn,
There are several areas of concern which need to be resolved
prior to approval and issuance of a building permit. These
include trie following:<
1. A new Environmental Impact Assessment must be done (based on
the fact that the first EIA stipulated 300 cubic yards of
grading vs. the proposed 5500 cubic yards)-.
2. Will the increased grading amounts increase the height of
the ouilding above the maximum permitted by ordinance (35
feet from existing grade)n
3. A oond must be posted for the Elm Avenue median.
4. A sign program must be approved prior to permit issuance.
5. 2"x6" re-sawn plant-ons must be placed at the rear side of
each building to eliminate the stark appearance of these
particular elevations.
6. Plans of the parking areas do not comply with the circu-
ilation plan stipulated by the traffic engineer. Plans sub-
'mitted must reflect the closure of the existing driveway on
,Elm Avenue and the new driveway at the ultimate location.
Mr. Peter Trapolino
March 2, 1982
Page 2
7. The entrance to the parking area off Grand Avenue must be
relocated to the west to facilitate a more favorable traffic
flow thereby eliminating the proposed deadend parking lot.,
Should you have any questions, please do not hesitate to call.
Sincerely,
ADRIENNS LANDERS
Planning Department
AL:ar
cc: Michael Holzmiller, Principal Planner
Drew Aitken, Redevelopment Program Manager
October 139 1982
City of Carlsbad
Chris Salomone \ ' /
Community Redevelopment Manager
1200 Elm Avenue
Carlsbad, CA,. 920Gd *, •>
Re: \Elrn Avenue Tree Maintenance A_qrgerngint_
'i i
Dear Sir: '
The owners and mangement of the Sixpence Inn located at the norlhwssf corner of I-b and Lfm
Avenue in the City of Carlsbad agree to rha following conditions vpgarding the trees on
Elm Avenue;
1) The street trees alon^ Elm Avenue'rtill be changed frooi Cupania to Platanus
acerifolia, London Paint Tree and installed according to the City approved
landscape plan,> i
2) The trees shall be installed in accordance with root control planter standards
as provided by City's Parks and Recreation Department (see allachment)
'3) The first three- trees located west from the freeway shall not require a
I.-', bubbler installed for irrigation providing:
1 ' 6
a) Regular watering will be performed by the manageitient of Sixpence Inns,.
b) The specimens shall be kept in good condition and appearance by tne
\ management cf-Sixpence Inns,
4 < 11
c) At the'end-of 12 months from installation a City Parks end Recreation
, •. supervisor shall inspect the trees and determine them to be healthy.
d) If at-any-time this process is not accepcable to the Perks and Recreation+ Departments irrigation system shall be installed at expense of Sixpence
SIXPENCE INNS OF AMERICA, INC. — EXECUTIVE OFFICES
1751 E. GARRY AVE , SUITE C, SANTA ANA, CA 92705
(714)540-0985
pajje 2 *
Maipt^nte Agreement
City of Carlsbcid
BfcSToftheBODGHS
The owners and management of the Sixpence Inns agree to the foregoing conditions as set-forth
in this maintenance agreement.
.
PETER A. TRAPOLINlCONSTRUCTION MANAGERSIXPENCE: INNS OF AMERICA, INC
CHRIS SALOMONS
COMMUNITY REDEVELOPMENT MANAGfR
CITY OF CARLSBAD
Doug Duncanson
attachment:: \
SIXPENCE INNS OF AMERICA, INC. — EXECUTIVE OFFICES
1751 E. GARRY AVE , SUITE C, SANTA ANA, CA 92705
(714)540-0985
,*> "-fr'W *•" • • *?- •*-*r L_ ? j?I t~.r<
&m^\^w&Mc(.
ROOT CONTROL
COMPACTS* , SOIL
ATTENTION PROPERTY OWNER: ,
An "ow; kit-builder" building permit lias been applied for in your name and bearing your
signature.
Please complete and return this information in the envelope provided at your earliest
opportunity to avoid unnecessary delay in processing and issuing your building permit.
No building permit will be issued until this verification is received.
1. I personally plan to-provide the major labor and materials for construction of
the proposed property improvement (yes or no) £^-£-*3—' '.
2. I (have/have not) jL<^^ signed the application for a building permit.
3. I have contracted with the following person (firm) to provide the proposed construction.
Name Phone
Address Contractors License No.
City
4. I plan to provide portions of the work, but I have hired the following person to
- coordinate, supervise and provide the major work.
Name _,—• ——. Phone
Address _ .Contractors License No.
City
5. I will provide some of the work but I have contracted (hired) the following persons
to provide the work indicated:
Name Address Phone Type of Work
Signed: Property Owner
Social Security Number
Date:
FOUNDATION ENGINEERING "" * "^ 6GiLt> iNVbbTIGATIONb
EJN & ASSOCIATES, INC.
15552Coronado, #H
Anaheim, California 92806 /
714/630-7274 A
July 8\ 1982 j
Sixpence Inns of America
1715 East Garry Avenue, Suite #-C
Santa Ana, CA 92705 . '
ATTENTION: Pete Trapalino V/
Subject. Grading Recommendations
Inference. Sixpence Inns, Carlsbad
EJN Job No: 82-102
Gentlemen:
This letter is to confirm our discussion of this morning regarding the Grading
Recommendation #1 (pg. 6 of Preliminary Report 1-22-82).
Our recommendation was made on the basis of a plot plan without grades. If
the site will be developed with import, the following recommendations will
apply;
1.Strip all debris, weeds and vegetation from the area of the site to
receive import.
,2. Remove loose material to a clean, firm soil surface.
3. Process the surface to receive fill by ripping 10-12 inches, bringing
moisture content to optimum and compacting to 90% maximum density.
4. Add fill to pad grades in accordance with previous recommendations.
In this case, the recommendations for over-excavation in the pad area does not
apply because the compacted fill will provide the controlled soil environment
needed for the foundation.
All imported material should be sampled and tested by the Soils Engineer for
acceptance prior to delivery to the site.
If you have any further questions, please call.
Respectfully submitted.
George
RCE, 11092
GB/ec
V FqUNDATION ENGINEERING t '' SOILS INVESTIGATIONS
i
EJN & ASSOCIATES, INC.
1 5552 Coronado, #H
Anaheim, Cahfornia,92806
714/630-7274
COMPACTION REPORT
Sixpence Inn
Carlsbad, CA
Client:
Sixpence Inns of America
1715 East Garry Avenue, #-C
Santa Ana, CA 92705
August 23, 1982
Job No.: 82-102
Sixpence P.O. - 1804
Job No.: 82-102
Page 1
INTRODUCTION
This report presents the results of grading performed on the property located
between Grand and Elm Streets at the off ramp from the South bound 5 Freeway.
Four-wood frame, two story hotel buildings are presently under construction on
the site.
The ,structures are to be supported on pads and continuous footings. Floors
will' be concrete slab-on-grade.
Reference should be made to the Foundation Soils Investigation as prepared by
EJN & Associates, Inc., January 14, 1982.
; FIELD TESTING AND OBSERVATIONStI
As part of the clearing operation, all vegetation and debris were removed from
the ;site.i
In preparation for receiving fill, the natural ground was undercut to a depth
12 inches.
The'soil was then considered suitable to support the fill and the proposed
structures.•j
The' fill was placed in lifts of 6-8 inches thickness and compacted by means of
wheelrolling with a JD-644B loader.
The required moisture was supplied by a 3000 gallon water truck.
!
The fill material consisted of both on-site and imported soils. The on site
material consisted of silty sand and the import soils were classified as
medimum to coarse sand.
The, density of the soil was determined in accordance with ASTM: D-1556-64T and
D-2937-71. The test results were compared to the maximum density as
determined in the laboratory in accordance with ASTM: D-1556-70. The results
of the tests are presented on the attached Table of Test Results with their
approximate locations shown on the attached Plot Plan.
Job No.: 82-102
Page 2
LABORATORY TESTING
Expansion Testsi
Tests for volume change with moisture were performed on compacted soil in
accordance with the American Society of Civil Engineers' Expansion Index Test.
Samples are remolded at 49% to 51% saturation using a specific gravity of 2.7.
A total load of 12.63 pounds is applied to the sample and allowed to
consolidate for 10 minutes. The sample is then saturated with distilled water
and allowed to swell for a minimum of 24 hours.i
j
Sand Equivalent
The- sand equivalent of granular soils and fine aggregates is determined in
accordance with ASTM: D-2419-74. Three representative samples of the soils
are tested and final sand equivalent is computed as the average of three
individual sand equivalents.
Soluble Sulfate Content
The concentration of soluble sulfates in the soils is determined by measuring
the optical density of a barium sulfate precipitate. The precipitate results
from a reaction of barium chloride with water extractions from the soil
samples. The measured optical density is correlated with a calibration curve
obtained from readings on precipitates of known sulfate concentrations.ii
Maximum Density
The maximum density of the soils were determined in accordance with ASTM:
D-li'557-70.
REMARKS AND RECOMMENDATIONS
Footings and Bearingt-
The soils encountered during the grading were essentially the same as those
encountered during the Foundation Soils Investigation. As a result, footings
may be designed for an allowable bearing value of 1800-pounds per square foot,
provided they are placed to a minimum width of eighteen inches and depth of
twenty-four inches. Foundation Bearing Values may be increased in accordance
with the footnote from Table 29-B of the 1979 U.B.C. An increase of one-third
of the above bearing value is permissible for short duration loading.
Reinforcement shall consist of two #4 steel bars properly lapped and tied, one
centered at the top and one centered at the bottom of all continious footings.
Job No.: 82-102
Page 3
Concrete Slab Construction
It is recommended concrete floor slabs in areas to be covered with moisture
sensitive coverings be constructed over a 6 rail plastic membrane. The plastic
should be properly lapped, sealed, and protected with sand. The floor slab
shall be reinforced with 6x6-10/10 welded wire mesh placed at the center of a
full four inch slab. As an alternate to wire mesh, a full five inch slab may
be used without reinforcement.
Expansion
Expansion tests were performed on representative samples of the soils within
the upper 12 inches of the finished pads. The test results are as follows:
Test
Number
t
Building
Pad
Expansive
Index
10
Expansion
Potential
Very Low
Sulfatesi I
Tests to determine the soluble sulfate content of the soil show the
concentration is less than 0.10 percent. As a result, special cement is not
required.
The concentration of soluble sulfates in the soils is determined by measuring
the optical density of a barium sulfate precipitate. The precipitate results
from a reaction of barium chloride with water extractions from the soil
samples. The measured optical density is correlated with a calibration curve
obtained from readings on precipitates of known sulfate concentrations.
Limits of Certification
This report certifies the grading performed between the dates of 8/16/82 and
8/20/82. The compaction of utility trench backfills and pavement areas will
be 'certified in separate reports.
Job No.: 82-102
Page 4
GENERAL
The grading performed on this site was done in an acceptable manner and in
conformance with the Foundation Soils Investigation and the Carlsbad grading
ordinance. The building pad is considered suitable to support the proposed
structure.
The results of testing indicate the fill has been compacted to at least 90
percent of maximum density.
This report is issued with the understanding that it is the responsibility of
the 'owner, or his representative, to ensure the information'and
recommendations contained herein are called to the attention of the Project
Architect and Bigineer, are incorporated into the plans and specifications,
and that necessary steps are taken to see that the Contractors and
Subcontractors carry out such recommendations.
Respectfully Submitted,
RJN & ASSOCIATES, INC.
George Bach
RCE 11092
Distribution: 8 addressee
TABLE OF TEST RESULTS
Test
No.
A
1
2
3
4
5
6
7
- 8
9
10
11
12
13
14
15
10
17
18
19
20
21
22
Test
Date
8/17/85
t n
it
! "
8/18/8;
M
! n
f 11
tt
it
f it(
8/19/8:
' M
II
1 "
8/20/82
i ti
i
it
» tt
TI
n
nt
i "1
'
1
j
.
i
i
'
•
i
i
Bottom
lottom
Bottom
iottom
Fill
61<ft' 2Fill
Bids 2
Fill
Bottom
BldR 1
Bottom
Bide. 3
Bide. 3
Bldg 1
Bottom
Bid? 3
Bldg. 1
Bids 3
Bids 2
Bldg 2
Bldg. 4
BldR 4
Bldg. 4
Bldg. 1
Bldg 3
Bide 2
•
-
Elevations
Test
66 5
66.3
66.4
67.5
67.9
68 0
66 1
6.5,5
67 5
67 9
64.9
66 3
66 9
66 9
69 1
69.2
67.5
68 5
69 4
69 4
69.4
69 4
Nat.
67.0
66.8
66.5
66.8.
66 5
66 0
66 0
65.6
66 1
66 4
64.7
65 .*0
65 7
64 7
66.6
66 5
65.2
65 9
65.5
65 8
65.5
66 5
F.G.
68 9
69.0
69 4
69.4
69.4
69.0
69.4
69 4
69.4
69.4
69.0
69.4
69.4
69 4
69 4
69 4
69.4
69 4
69 4
69 4
69.4
69 4
-
Opt.
Mo i s t .
10.0
10 0
10 0
10.0
8 0
8.0
8 0
10 5
10 5
S 0
8 0
10.0
8 0
8 0
8.Q.
8 0
8 0
.8,0
8.0
8 0
8.0
8.0
8.0
Max.
Dens.
118 0
118.0
118.0
118.0
130 0
130 0
130.0
118 0
118 0
130 0
130.0
118 0
130 0
130 0
130 0
130 0
130.0
130 0
130.0
130 0
130.0
130 0
130.0
Field
Moist,
5.5
10.9
11.2
10 4
8.7
9.2
9 0
10.6
11 0
10.2
8.9
12 9"
9 5
8 8
9.4
9.0
9 0
..8.9
8.6
8.9
10 0
8 7
8.2
-
^
Field
Dens.
108.1
110.1
09.4
17 0
118.5
118 2
107 8
106 7
118.7
119 3
108 9
119 1
121 0
118.7
117.4
117 4
120.4
118 2
121 3
118 3
118 3
118.1
•
%
Max.
91.6
93;3
92.7
90.0
91.2
90 9
91.3
90 .4 '
91.3
91 8
92.3
91 6
93 0
91.3
90 3
90 3
92 6 -
90 9
93.3
91 0
91 0
90 8
Rmks.
Moistui
Only '
Job 6 Six Pence Inns/Field Technician B W.
Job No 82-102
EJN 8- ASSOCIATES, INC.
Sixpence Innse-df America
Carlsbad, CA
Job No..
82-102-2
Date:
August 23, 1982
EJN & ASSOCIATES, INC
VICINITY MAP
Job No. :Date:
&-L-/-zz-sa
POLICIES AND PROCEDURES,
NUMBER:- 19 A SUBJECT: 10,000 Square Foot Areas in
Residential ..Occupancies
EFFECTIVE: 8-22-81
SUPERSEDES:
SECTION: BUILDING DEPARTMENT
PURPOSE:
BACKGROUND:
PURPOSE
POLICY:
TO ESTABLISH AN APPROVED SUBSTITUTE FOR A FOUR-HOUR WALK
Section 18.04.080 of Carlsbad City Ordinance No 8087
adopted the 1979 Uniform Building Code and also stated .
in Item (7), Page 5=. - -
"Other"provisions of this section notwithstanding, all
occupancies except Group M where the aggregate floor area
of" all floors exceeds 10,000 square feet shall be provided
with automatic sprinkler systems - - -"
An exception was provided: "Where a four-hour fire-rated
area separation wall with no openings therein has been
constructed such that no aggregate floor area exceeds
10,000 square feet between such walls".
The purpose of this policy is to permit a further exception
for residential occupancies.
In residential occupancies only, with the approval of the
Building Official and the Fire Chief, two adjacent two-hour
separation walls conforming to all provisions of the 1979
U niform Building Code, with no openings or penetrations
except limited openings for utilities, will be acceptable*
An acceptable configuration is attached.
Initiated By:
Ma/tin Brenya!;
Approved By:.
Cily Manager
MEMORANDUM
DATE:
TO.
FROM:
SUBJECT:
December 15, 1981
CARTER DARNELL
Tony Mata
SEPTIC TANKS/SEWER LATERALS
When o"ians for Six Pence Motel on Elm by Denny's
Restaurant/Chevron Station, are submitted to
Bui I cii nq department, please note on plans to cap
off all existing laterals and possible septic tank
cavinvies.
TM/qi;
I o