HomeMy WebLinkAbout2285 RUTHERFORD RD; ; CB921134; Permitj Ck# OJ/ 350
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12./10/92 08:47
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B lJ 1 L D I N G P E R M I T Permit No: CB921134
Project No: A9l02329
Development No:
Job Address: 2285 RUTHERFQRD RD Suite: 0404 12/10/92 0001 01 02
Permit Type: INDUSTRIAL TENANT IMPROVEMENT
Parcel No:
C-PRMT i51.9-00
Lot#:
Valuation: 31,825 .
Construction Type: ~ _ID.., Jff"'-.:
Occupancy Group; 82
Description: CHANGING OPEN
: THREE OFFICES
Reference#:
OFFICE SPACE 'l'O
& CREATING PREP ROOM
Status:
Applied:
Apr/Issue:
Entered By:
452-3188
ISSUED
:i0/21/92
12/10/92
CD
Appl/Ownr : LARWIN ROSEDALE PROPERTIES
16255 VENTURA BLVD #9,;;0;...::0;.----.._
ENCINO, CA 91436.,,,,..,.
619
. / ---::i
**j: Fees Required ;-1:t-:/ ~,:,(tJ ~Fi~ Co Jected & Credits ~'<** --------;~~;~-------~:,;;<. @\S---~..;}¼/7-;;: ----------------------
Adjustments: / (\. (:_,-:::/ /",;:.'..,. _ T;~'\:l_,\,~~,Jts \ . oo
Total Fees: ;1, '?.'?'..!"-../' 1.1 // ;1'J1 _'1:"Jf~:a.l ~a~f.;~-5:J. (\ 15 2. O O / -~--' / l"J!V\~'\ Balaftf~Wtl.e: 1,519.00
Fee description/ ¼ / =~~ ~-:~...:::::,1:{P.i,J;t' \ ~~hut Ext fee Dat3 -------------------t--...,.-."--·----~"""...,,,._,'<i~~~;,,c-::,;;,>.;~1/.,,~ ---,-r/ ---4------------------. • ~ ) ~ ... -.. I ~ ... ~ _,/ , ) \-~-l Building Permit . ,', .~ 1 '·. Q. · O {J· 1 :=~1 \ 298.00
Plan Check 1 \..\:!,; 1 V · _94" J \~ j 194. 00
Stronq Motion Fee; \ -"-(1r) ! 7. oo
Enter-'.'Y" to Auto~;;d.c I,i1::l~~&.-1Jifa~ \. / / 579. oo Y
\ C.F\~ ~ j · f 535,00
* BUILDING 'J."'.OTAL \ \ )/~. ?J J 1613.00
Enter "Y" for Plumb\n•; IJ~U,~'e > , }Y, N
Enter "Y" for Electric t~·u,:-F-ee tN5o~~~fATED /o \~ · 10. oo Y
Enter "Y" for Remodel ~' ~; ~-~ (\o':\\,f-10. oo Y
* ELEC'l'RICAL TOTAL (.~ /) f,'r----. ,....~~60:J . 20.00
Enter 'Y' for Mechanical 1.s31~t}/Je'6,(Q)Q~~~!r 15.00 Y
Install Furn/Ducts '-...... > · '> 9. 00 18. oo
Each Install/Reloc Appliance Vet:i..t__~---1 4. 50 4. 50
* MECHANICAL TOTAL O 38.00
CITY OF CARLSBAD
2075 Las Palrnas Dr., Carlsbad, CA 92009 (619) 438-1161
....
.,_,.1 Y-CITY OF CARLSBAD
~· INSPECTION REQUEST
PERMIT# CB921134 FOR 01/13/93
DESCRIPTION: CHANGING OPEN OFFICE SPACE TO
THREE OFFICES & CREATING PREP ROOM
. TYPE: ITI
JOB ADDRESS: 2285 RUTHERFORD RD·
APPLICANT: LARWIN ROSEDALE PROPERTIES
CONTRACTOR:
OWNER:
PHONE:
PHONE:
PHONE: '
INSPECTOR AREA MC
PLANCK# CB921134
OCC GRP B2
CONSTR. TYPE VN
STR: FL: STE:
619, 452-3188'
REMARKS: MH/DICK
SPECIAL I~STRUCT:
INSPECTOR
TOTAL TIME:
--RELATED PERMITS--PERMIT#·
SE890127
WDP02041
SE910099
CB911653
CO920013
SE910100
SE920001
SE920014
CO920088
AS920050
SE920053
FA920006
CB921126·
CB921293
TYPE swow
WDP
SWOW
MECH
COFO swow swow swow
COFO
ASTI swow
FALARM
SIGN
ITI
STATUS
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
-----------
CD LVL DESCRIPTION ACT COMMENTS
19 ST Final Structural
-------------------------------------------------------------
***** INSPECTION HISTORY*****
DATE
123192
123092
123092
122992
122892
122892
122492
121592
121492
121492
DESCRIPTION
Rough Combo
Frame/Steel/Bolting/Welding
Interior Lath/Drywall
Interior Lath/Drywall
Frame/Steel/Bolting/Welding
Rough Electric
Rough Combo
Interior Lath/Drywall
Frame/Steel/Bolting/Welding
Rough Electric
ACT INS-P
CO MPC
AP MPC
PA MPC
AP MPC
AP MPC
AP MPC
AP -MPC
AP. MPC
PA MPC
PA MPC
CO:MMENTS
SEE INS-P NOTES
EXH OCT SHAFT WALL
EXH DCT SHAFT WALL
NEW WALL @ PREP RM
NEW WALL, PRODUCTION RM
IN NEW WALL
CEILING SYSTEMS
WALLS/NOS KKCR BRACNGS PER PL
IN WALLS
OA~E /2/-31 /1'7-
PERMIT t C/3 92./l2f
QNSCHEOULED INSPECTION
INSPECTOR /V'P t--. ·; ( PLANCX. # ______ _
TIME ARRIVE: _____ TIME LEAVE: _________ _
CD LVL DESCRIPTION
PDIIITS
6/15/89
-.i:-·
ACT COMMENTS
DATE:
ESGIL CORPORATION
9320 CHESAPEJ'\KBDR., SUITE 208
SAN DIEGO, CA 92123 .
(6i9) 560-14-68
If I 24' I '12 LJAPPLICANT
JURISDICTIOl
JU;USDICTION: CIT'( 0/--CARL.Sis.AD
SET: di..
· PLAN CHEC ER
OFILE COPY
QUPS
QDESIGNER
PLAN CHECK NO: ' '
PROJECT ADPRESS: -'-::· 2. f/ ~ KrA +lier ;{o .>-cl . i2,2 :-< J
PR0JEC'l' NAME·: C.4tlAWA t Goc;c ROol_.,./ lloA£.IIIA
· The plans transmitted herewith ha~e been corrected where ~ neces.sary and substantially comply· with tl1e jurisdiction's
building codes. ·
The plans transmitted herewith will substantially comply 0. with the j-urisdic":ion' s building codes when minor def icien-
. cies identified ......---------------"""-----'---are resolved and checked by building departm•nt ~taff.
The plans transmitted herewith have significant deficiencies 0 identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
D The check list transmitted herewitb 'is for your .informq.tion.
· . The plans are being held at Esgil Corp. until corrected
plans are·submi.tted for r~check.
D The a-pplicant' s copy of the chec~ list is enclosed for the
jurisdiction-to return to the applicant cont9-ct person.
O The applicant's copy of the -check list has bee,n sent to:
[Ml.Esgil staff did not advise the applicapt contact person that
· plq.n check has beeri completed.
D Esgil staf:e did advise applicant that the plan check has
bee·n completed. · Person contacted: ---....---------
D~te contacted: _________________ Telephone# _______ _
D REMARKS: ----....--'-----------------------
By: VAVIP YAO Enclosures: r2ctcJ't1al ,/21,,-fa;e/ ~lc,r ~
~SGIL CORPORATION (°)" :--,.f . .
P1J.PM
1
,J C-t! le.[ O·GA OcM ~
DATE: I I
ESGIL CORPORATION
I
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92i23
(619) 560-1468
QAPPLICANT
JURISDICT:ION:
<8 JURI--S-1'1 C':PI--GN.:::::=-
PLAN CHECKER
0FILE COPY
CARLSBAD
PLAN CHECK NO: SET: A OUPS
ODESIGNER
PROJECT AP DRESS : . 2 Z.. 8 £
PROJECT NAME: CALLAWAY
KLJTHE&,FQRD .ROAD
<SOLE [cooM f/OA &. II IA
0 The plans transmitted herewith have been corrected where
necessary.and substantially comply with the .jurisdiction's
building codes.
D. The plans transmitted herewith will substantially comply
with the jurisdic-:i.on' s building code·s when minor def icien-
cies identified--------~---are resolved and checked by building department staff~
0 . ·The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corr-cted
and resubmitted for a complete recheck.
fii The check list transmitt~d herewith is for your information.
lllD The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck. ·
0 . The applicant's copy of the check .list is enclosed for the
jurisdiction to return to the applicant contact person.
Ii The applicant's copy of the check list has bee~
::;'mit:b · ConsufD';j Ai-ch.
sent to:
fMID·Esgil staff did not advise the applicant contact person that
plart check has been completed.
O Esgil staff did advise applicant that the plan check has
been completed. Person contacted=--..-----------
Dite qontacted: Telephone# -----------------0 REMARKS: -------------------'---/~""------
By:· QAV(I) YA 9.
ESGii CORPORATION 'I?;~
Enclosures: ----------
ijy]GA OcM
,.._,,
..ltlRISDiaIOK:. _ __::(!_:::;.;;..,'}~ft.=..;;:;;L __ C,.._,_/4__...,.J-_K) ____ _ DAtt: //-/ 7:-9 z...
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PLANCBECKER _......._.. -: D ' PLAN emu I«MB!X: . 9 Z -. I I $ ff
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TO • -!~
DATE:
ESG-IL CORPORATION·
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) SE?0-14-68
I .4 L 92-
JURI'SDICTION: CARLSBAD
PLAN CHECK NO: . SET: X.
PROJECT ADDRESS: ___ "2._Z.__,,,,8:::;..$....._----_·. --=-R=U'-']j'-'-H,...;;E=.R........_fo..;:;;..<.R='}):;..._...,.-,.;e=oAJ>
PROJECT NAME: _ __..C...,_A.u:L=L .... A=-.,.Vv...._'.Ao.;;;..,_y._· ___ __;;.~:..;o,....L=l-.... -__ ..t.;;.,g,.,.o.""'0""'1)1""". __,t Io A a. / I t A
D The plans transmitted herewith have been corrected where
necessary and substantially c.omply with the .juri.sdiction' s
bu·ilding codes.
D. The plans transmitted herewith will substantially comply
with the iurisdiction's building codes when minor deficien-
. cies identified · are resolved and
·checked by building department staff. ·
D The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
lift The check list transmitted herewith is for your information.
~ The pl~ns are being held at Esgil Corp~ until corrected
plans are submitted for rechec~.
0 The applicant's copy of the check list is enclosed for the
: _jurisdiction to return t~ the app~icant·contact person.
B··The c:1p_plicant' s copy of the check
.... Sm,+h. . Crnsut+,y_ A-ccb ·
list has been sent t9:
<]868 £cr:onto>\... Rd ::tt1~u 9Z/z, / e Esgil staff did not advise the applicant contact person that
plan check has been complet~d. ·
O Esgil staff did advise applicant that the. plan check has
been completed. Persoti contacted: · ------------
Date ,contacted: -----------~--Telephone# _______ _
0 REMARKS: ___ .-----------------------,---------
By: ]?Avto y,Ara
ESGIL CORPORATION 1°/2-6
Enclosures: -----------
~-GA DCM
-,··.
PLAN mECK .NO.:_. ___ q_z_-....;./ ..... /_3__,4 ___________ _
JDRISDicrION: ___ CARLSBAD==='-----------,-----
ro:_-,--=S_m_,_fh __ -~C_ons_~_· y_t_f_17J-~· ~A-Y.=o-h_
98 6 e> S-c to:YJ+on..-gd *t!:O
so CA C/_zfz../
OCCUPAHCY:-__ __,_ .... B_-_.:).. _________ _
BUILDING usx: ___ o_f .... '+ .... _,r_c_e _______ _
TYPE OF CX>HS'IRUcrION:_~Jif--.... / .... h ..... Y_.,...._....,.-----
AC'.IUAL AREA: _______________ _
ALLalABLE AREA: _______________ _
.,.......,,._. ! <>.I.""-'-"->=---------------------
BEIGBT: -------,--------------
SPRIHKLERS: _____ --,f---, __________ _
· OCCUPAN'J: LOAD: _______________ _
RmARKS:_· ---------------------
Date plans received by jurisdiction:
Date plans received by Esgil Cor:poration:
10 I ~b
Date initial plan check completed:
-----'--'/_.4,.__ ___ By: _ ___.._]>_!A ...... V ...... t ...... D __ )J_r-\..._b
Applicant contact person:
FORF.WRD: PLF.ASE READ
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, National
l):lectrical Code and state laws regulating energy
conservation, noise attenuation and access for the
handi_capped. The plan check is based on
regulations enforced by the Building Inspection
Department. You -may have other correct.ions based
on laws and ordinances enforced by the Planning
Dep~tment, Engineering Department, Fire Department
or other departments. Cod~ sections cited are
based on the 1991 UBC.
The circled items listed need clarification,
modification or change. All items must be
satisfied before 'the plans will be in conformance
w.ith the cited codes and regulations. Per Sec.
303(c), 1991 Uniform Building Code, the approval of
the plans does not permit the violation of any
state, county or city law.
·To speed up the recheck process, note on this list
(or a copy) where each correction item has -been
addressed, i.e., plan sheet, specification. etc.
·Be sure to enclose the marked up list when you
submit the revised plans.
HO'IE: PAGE NUMBERS ARE .NOr IN SF12(JElfCE AS PAGES HAVING .NO InMS NEEDING CORRECTIONS WERE DELEnl>.
LIST NO. 41 CARLSBAD TENANT IMPROVEMENT WITHOUT SPECIFIC ~GY ZONE DATA OR POLICY SUPPLEMENTS, 1991 UBC
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Please make all corrections on the oi:iginal
tracings and submit two new sets of prints, to:
Esgil Corporation, 9320 Chesapeake Drive,
Suite #208, San Diego, CA 92123,
(619) 560-1468.
Please make all CQ.rrections on the original
tracings and submit two new sets of prints, to:'
The jurisdic.~ion's building department.
Indicate on the Titl!! Sheet_ of the plans, the
name of the legal owner· a;na name of person
responsible for the preparation of the plans.
Section 302(d). : ·
Each sheet of the plans must be signed by the
· person responsi·ble for their preparation, even
· tho~gh . there are no structural changes :1..
Business and Professio'.1s Code. H ·A. E sher(S
Plans and calculations shall be signed by the
california state licensed engineer or architect
where there are structural changes to existing
buildings or structural -additions. Please
include the california license number, seal~
d·ate of license expiration and date plans are
signed. Business and Professions Code.
Provide the correct address and suite number of
tenant space on the plans. Section 302{d).
Provide a note on the site plan indicating the
previous use of the tenant space or building
being remodeled. Section 302.
When the character of the occupancy or use
changes ~ithin a building, the building must be
made to comply with current Building Code
requ:i,rem1µ1ts for the new occupancy. Please
provide complete details to show the ·building
· with comply. Section 502.
UBC Section 304 require~ the-Building Official
to determine the tota1·· ·value of . all
construct;on work prC;>posed un_der this· permit.
The valu_e shall include all finish work,
.painting, roofing, electrical, plumbi,ng,
heating, air conditioning, elevator, fire
extinguishing systems and any other permanent
-equipment. Please provide a signed copy of the
.designer I s or contractor I s construction cost
estililate of all work proposed •.
Provide a plcit plan showing the distance from·
the building to the property lines and the
location of tenant space (or J;"ernodel) within.
the building.
8/4/92
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On the first sheet of the plans indicate:
Type of construction of the existing building,
present and proposed occupancy classifications
of the remodel area and the occupant load of
the remodel areas and the floor where the
tenant improvement is located.
Provide a note on the plans indicating if any
hazardous materials will be stored and/or used
within the building which exceed the
quantities listed in UBC Tables 9-A and 9-B.
A complete description of the activities .1md
processes that will occur in this tenant space
should be provided. A listing of all
hazardous materials should be included. The
materials listing should be stated in a form
that would make classification in Tables 9-A
and 9-B FOSSible. The building official may
require a technical report to identify and
develop methods of protection from hazardous
materials. Section 90l(f).
If control areas are used for exceeding the
exempt amounts of hazardous materials from
Tables 9-A and 9-B, they shall be constructed
qf not less that required for a one-hour
occupancy separation. Section 404.
The number of control areas within a building
used for retail/wholesale stores shall not
exceed two; the number of control areas in
buildings with other uses shall not exceed
four. Footnote 1, Tables 9-A and 9-B.
The aggregate quantity of any hazardous
materials "in use" and "in storage" shall not
exceed the quantity listed in Tables 9-A and
9-B for "storage". Footnotes 2 and 3, Tables
9.-A and 9-B.
Provide a statement on the Title Sheet of the
plans that this project shall comply with
Title 24 and· 1991 UBC, UMC and UPC and 1990 NEC. .
Provid~ a fully dimensioned floor plan showing
the size and use of all rooms or areas within
the space being improved or altered. Draw the
plans to scale and indicate the scale on the
plan. Section 302(d).
Indicate the use of all spaces adjacent to the
_area being remodeled or improved.
Show any existing fire rated area separation
walls, occupancy sepc!,ration walls, demising
walls, shafts or rated corridors. Identify
and provide construction details for proposed
new fire rated walls.
Specify on the plans the fire ratings of
assemblies to protect penetrations or proposed
openings in existing or new fire walls, floor-
ceiling-assernblies or roof-ceiling assemblies.
2
72 ',Identify exi~ting walls to be removed,
1 · existing walls to remain ~d proposed ·new
walls. Identify bearing walls, nc:m-bearing
walls, and ·sh~ walls.
2'/. Show. safety glazing in the following
/ locations, per Section 5406(d):
a. Where the nearest edge of . glazing is
within a 24-inch ate of either side of a
dpor in a closed postion (unless there is
an intervening wall between the door and
th'e glazing or if the glazing is 5 1 -011 or
higher above the walking·surface-).
b. Glazing greate;-than 9 square feet with
the bottom edge less than 1811 above· the
floor and ·the top edge greater ~ 3611
above the floor (unless the · glazing is
more than 3611 horizontally away fr_om
walking surfaces or if a complying
protective bar is installed) • . . ·
c. Glazing in shower and tub enclosures
(including windows within 5 feet of tub
or shower floor):
C,'\ Provide a s~ction view of all new interior Q. partitions. Show.: ·
t Type, size and spacing of studs. Indicate
gauge for metal studs. Specify
manufacturer and approval number or
~ indicate 11t.o be ICBO approved11 •
) Method of attaching top and bottom plat~s
to structure. (NOTE: Top of partition
must be secured to roof or floor framing,
unless susp~nded ceiling has been designed
~ for partition lateral load). . ,·
~ . Wall sheathing material and de~ils pf
· attachment (size anld spacing of
· fasteners). J hr wo./ .
Rn\ Show, height . of partition and suspended
0 ceiling, and height from floor to roof
fram~ or floor framing.
Q· Provide notes and/or details to show that the V floor and wall finish in toilet rooms are
surfaced with a smooth hard non-absorbent
material extending five inches up the. wall.
Similar., surfacing ~hall be provided on the
walls from ~e floor to· a height of 4 feet
around ur:inals and within water closet
compartments. · Section ·~10(b) • ·
_Q · Note on the pl~s: · 11Ali~ intiriot:._fin,ishes must ~ comply with Olapter 42 of the ·.UBC11 • Specify
"Class . flame spread rating· (minimum)
for .• 11
Q Note on plan that suspended ceilings shall V:.:.;J compiy with UBC Tables 47-A and 23-P.
I In buildings having floors and roofs of wood
frame construction, other than dwelling or
hotel occupancies, draft stop the area betwe~n
the ceiHng and floor above so that no
concealed space exceeds 1,000 s.f. and ·no
horizontal dimension exceeds 60 L.F. (if space
has sprinklers, then 3 1000 s.f. and 100 L.F.).
Section 2516{f).
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In buildings having floors and roofs of wood
frame construction, other than dwelling or
.hotel occupancies, draft stop the area between
the ceiling and roof above so that no
conc~led space exceeds 3,000 s.f. and no
horizontal dimension exceeds 60 L.F. (if space
has sprinklers, then 9,000 s.f. and 100 L.F.).
Section 2516(f).
Storage areas exceeding 1000 sq. ft. in
connection with wholesale or retail sales
shall be separated from the public area by a
one-hour occupancy separation. If the entire
building has an automatic sprinkler system,
then the occupancy separation need not be
provided. Section 702(c) •.
An automatic sprinkl~r system shall be
installed in rooms used by the occupants for
the consumption of alcohol and in accessory
uses where the total area of sµch unseparated
rooms and assembly uses exceeds 5000 square
feet. Section 3802(c).
The 'tenant space and new 'and/or existing
facilities serving the remodeled area must be
accessi.ble to and functional for the
physically disabled. See the attached
correction sheet. Title 24, Part 2.
The width of the required level area on the
side into which doors swing shall extend 24
inches past the strike edge for exterior doors
and 18 inches past the strike edge for
interior doors. Section 2-3304, Title 24.
Specify lever-type hardware for passage doors
on floors accessible to the disabled. Section
2-3304, Title 24.
If both sexes will be employed and the number
of employees exceeds four, provide separate
toilet facilities for men and women. If 11both
sexes will be employed and the total number of
employees will not exceed four11 , and only one
restroom _ is provided, note the words in
quotation above on the floor plan. Section
705(c).
A -..---,-,,-----hour occupancy separation is required between. ______ occupancy and
the _____ occupancy. Table 5-B.
Ducts penetrating occupancy or area separation
walls must have fire dampers. Section 4306
(j).
In areas where the occupant load exceeds 3.Q_, two exits are required. See _______ _
Table 33-A.
Provide an exit analysis plan (may be 8 1/211 x
1111 or any convenient size) ...
Exits should have a minimum separation of one-
half the maximum overall diagonal dimens·ion of
the building or area served. Section 3303(c).
. ~ ( h sho i-.J J:ey p CA>t.r -~ I ~he,..+!z,,..._.,
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· The· ·maximum number of required exits and their
required separation must be maintained until
egress is provided from the structure. ·sec.tion
3303(a).
Rooms with more than 10 occupants may have Q!!g
exit through ~ adjoining ,rool'(I. Revise exits.
-to comply. Sectio~ 33?3(e).
Exit signs
required.
locati.ons.
are required wh1mever two exits are
Show all requ~red exit sign
Sectio~ 3314 (a). doo-,--.(_s} ?
Show that exits are lighted with at least one
foot candle at floor level. Section 3313(a).
Show the locations of existing exits from the
building and show the path of .travel from the
remodel area to the existing exits.
Note on the plans: "All exits . are· to be
operiable from inside without the use of a key
or special knowledge". In lieu of the above,
in a Group B occupancy, you may note "Provide a
. sign on -or near the exit doors reading nus
DOOR' TO REMAIN UNLOCKED DURING BUSINESS HOURS".
This signage is only allowed at the.main exit.
Section 3304( c).
Exit doors should be a minimum size of 3 feet
· by 6 feet 8 inches with a m_inimum door swing of
90 degrees. Maximum leaf width is 4 feet.
Section 3304(f). ,
Exit doors should swing in the direction of
egress when serving an occupant load of' 50 or
more or when serving any hazardous area.
Section 3304(b). Applies to door(s)....,.. __ _
·Regardless of occupant load, a floor or l~ding
·not more than l/2 inch below the threshold is
required on each side of ·~ exit door used for
disabled access (may be 111 maximum where not
used for disabled ac~ess). Section 3304(i).
Do_ors should not project more than 7 inches
into the required corridor width when fully
· opened, nor more than one-half of the required
corri4or width when in any position. Section
3305(d).
Revolving, sliding :and overhead doors are not
permitted as exit · door.s if the occupant load
exceeds 9 or the exit door serves a hazardous
area. Section 3304(h).
Provide panic hardware in Group A·,E,H-l,H-2,H-3
and I occupancies. Chapter 33.
Double acting doors are not allowed when
serving a tributary occupant load of more, than
·100, or when part of a fire assembly, or part
of smoke and draft control assemblies or when
equipped with panic hardware. Section
3304{b).
sho..i "'1 I. !h<,is -Fnl'M.,.
5/28/92
I·
I
f·
l
s/
l
Corridors must provide continuous protection
t o th e ex t e r i o r o f the b ui l d in g •
Interruptions by an intervening room is · not
permitted. Foyers, lobbies or reception rooms
constructed as required for corridors are not
considered intervening rooms. Section 3305.
Corridors and exterior exit balconies serving
10 or more occupants must be a minimum 44
inches wide and· 7 feet high to the lowest
projection. Corridors serving less than 50
occupants . may , be a mininrum of 36 inches in
width. Section 3305(b).
When two exits are required, dead end
corridors and exit balconies are limited to 20
feet. Section 3305(e).
Corridors serving 30 or more occupants shall
have wal.ls and ceilings of one-hour
construction. Show compliance or clearly show
on plans which of the following exceptions has
been satisfied:
a. Corridors greater than 30 feet wide when
the occupants have an exit independent
from the corridor.
b. Exterior sides of exterior exit
balconies.
c.. Corridor walls and ceilings need not be
of fire-resistive construction within
office spaces having an occupant load of
100 or less when the entire story in
which the space is located is equipped
with an autom~tic sprinkler system
throughout and smoke detectors are
installed within the corridor in
accordance with their listing.
d. Within office spaces occupied by a single
tenant, partial height partitions which
form corridors and which do not exceed 6
feet in height -need not be fire
resistive, ·provided they are constructed
in accordance with Section 1705, and are
not more than three fourths of the floor-
to-ceiling height. Section 3305 (g).
Section 3305(g), Exception 5, cannot be used
for non~rated corridors in a fully sprinklered
office space ~f the occupant load in the space
exceeds 100.
Section.3305{g), Exception 5 does not apply to
common corridors where the corridor serves as
an exit for non-office areas (manufacturing,
warehouse, etc.).
· Section 3305(g), Exception 5 is applicable
only for corridors on one floor; the corridors
on the lower level(s) must be rated if these
lower corridors have openings into them from
other levels.,
4
·.
Condensate drains must connect to a wet trap
(dry traps are not permitted). (Memo
1/14/83).
Show fans are duct type; City Policy does not
permit ductless fans.
No wiring is permitted on the. roof of a
building and wiring on the exterior of a
building requires approval by the Building
Official~ (City Policy)
All J:'Oof-mounted equipment shall be concealed
from view. Provide structural detailing for
the screening.
All panel boards · shall )ia.ye a minimum 100 amp
rating or approved by the B~!~ding Official.
Only tank-type water closets that use an
average of 1.-6 gallons of water per flush or
less, and urinals and assQciated flusho_meter
valves, that use an average of 1 gallon of
water per flush or less shall be installed in
new construction. These provisions-shall apply
to existing buildings only when toilets aJ:"e
. being replaced in existing bat}?.rooms or
installed in new bathrooms.
KISCELLAHEOOS
"1u\ Please see additional corrections or remarks V that foilow.
To speed up the recheck process, note on this
list (or a copy) where each correction item has
been addressed, i.e., plan sheet, note or
· detail number, calculation page, etc.
Please indicate here if any changes have been
made to the plans that ·are ·not a result of
corrections from this list. If there-are other
changes, please briefly describe them·and where
they are located in the plans.
· Have changes be~n made to the plans not
: resulting from this correction list? Please
check.
____ Yes _____ N.o
8/10/92
The jurisdiction has contracted with Esgil
Corporation located at 9320 Chesapeake Drive, Suite
208, San Diego, California 92123; telephone number
of 619/560-146.8, to perform the plan check for your
project. If you have any questions regarding these
plan check items, please contact. _______ _
]>AVID
. at ·Esgil Corporation
Thank you.
Enclosures:
'(Ao
1. ____________________ _
2. ____________________ _
3. ______________________ _
e~r VPI/IS-f." d S +;uc+w-""'1 / .
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TI.TLE 24 HANDICAPPED ACCESS CORRECTION LIST
Jurisdictio·n CAR bsBA.D
Plan Check No. q 2. -/ 1 ~ cf-.
References to sectiori numbers with prefix 11211 are to Title 24, California Code of Regulations, Part 2
(california Building Code). Prefix 11 311 is for Part 3 (California Electrical Code). Prefix 11511 is. for
Part 5 (Califor,t\ia Plumbing Code).
Exemptions clai.Jlled f9r any item shall be .requested in writing and shall include all data needed to /
~
tprmj._ne "unrepsonable_ hardsh:i,p" as described in Seqtion 2.,.422. · 1 PC$_] t,va I krv / · -~c. Comp / ~ A/I S.~ie... dwelopmriif" 1>1c/"ld•'"_j_ 7,::rr!e•?J sy ... reCV~ u{r.t:> )W11I · ,
· TE DEVELOPMENT with o.11 -PanJfc"'op-fcl C"/ &-1.C·Cei".S d. If no lan~ing is provided, the sl~pe of Ji.: -1.. , flared sides shall not exceed 1 in 12.
l. HANI;>ICAPPED PARKING SPACES 're{) ri-em,MTS ' 2.a.7103(d) .
a. -Provide_,.. _______ h.1U1dicapped ·spaces.
2-7l02fb)
b. Space shall be so located that
handicapped persons are not compelled to
. wheel. or walk behind parked cars other
than his/her own. 2-7102(c)
c. Parking space shall be a minimum of 9
ft.xl8 ft. with adjacent marked 5 ft •
. ~oading zone. Double space shal'.l, be 23
-ft. wide. Where a single space is
provided, the loading/unloading zone_
shall be ~n the passenger side of the
vehicle. 2-7102(c)'. ·
d. Maximum slope of parking surface ~n-any
direction shall not exceed 1/411 per
foot. 2-7102(e).
e. Parking space(s) shall be identified
with the International Symbol of
Acc~ssiQility on reflectorized sign
affixed to post or wall, ·and ill2
duplicated on parking surface (symbol to
be 3611x36'' and painted at the back of
the par~ing stall). 2-7102(f)
f. Entrance to parking area (.or at each
stall) shall have a sign · stating that
unaµthorized vehicle(s) parking in
handicapped space(s) may be subject to
tow-away. 2-7102(f)
g. If cover~d. pa,rking is pr_ovided, then a
reasonable portion of the total numb~r
of stalls reserved for the disabled
shall also be covered. 2-~l02(a)
•, ..
h. Entrances to and vertical clearances
within accessiple levels of parking
structures shall be 8 ·ft. 2 in. to any structural member, duct or pipe.
2-7l02(g)
2. CURB RAMPS
a. Curb ramps shall
pedestrian path
no3(a))
be located wherever
crosses curb. (2-
b. Curb ramp shall be 4811 min. width (2-
7103(b)) with ~imum slope of 1 in 12. 2-7103(d) . ·
c. A level 4811 min. depth landing is
required at top of curb ramps over
entire curb ramp width. 2-7l03(d)
e. Surface-is to be slip
contrasting finish
sidewalk. 2-7103(f)
resistant and a
from adjacent
f •. Border markings shall be 1211 wide of
l/4"xl/411 grooves, 3/411 apart, located at
top and sides. 2-7103{h)
3. WALKS
a. ··Site development and grading shall be
designed to' provide access to primary
entrances and access to normal paths of
travel and where necessary to provide
access shall incorporate pedestrian
ramps, curb ramps, e_tc. 2-7l01(a)
b. Walks sloping greater than 5% (1 in 20)
~st comply with_ ramp requirements of
Sec. 2-3307. 2-3325(c)
c. Walk width shall be 48" minimum, and
shall have slip-resistant surfaces.
2-3325{a)
d. ';[he maximum cross slope shall not exceed
1/411 per·foot. 2-3325(a)3
e. 'Gratings are not allowed whenever
possible. 2-33Z5(b)
f. At each gate or door a 60''x6011 level area
is required when the gate swings toward
the walk. 2-3325(e)
g. A :48"x4411 deep level area is required
when the gate swings away from the walk.
2-3325(e)
._h. A 2411 clear space is required at strike
side of gate or door. 2-3325(e)
4. PEDESTRIAN RAMPS
a. A path of travel with a slope greater
than l in 20 shall be considered a ramp.
2-3307(a)
b. The maximum.slope shall be l in 12.
2-3307(c.l)
.c. The width shall be 4811 minl.lDUID. A
minimum width of 6011 is required where a
ramp serves as a primary entrance to
·buildings having an occupant load of 300
or more. Group R Occupancies may be 3611
when the occupant load is 50 or less. 2-
3307(b.l)
).
d. The surface of ramps shall be slip-
resistant. 2-3307(g)
e. A 6011 interaediate landing is required
at maxlJ!IWD elevation change of 3011 and
7211 landing at each change of 'direction
(over 30 degrees). 2-3307{d.l)
f. Landings are required at tbp and bottom
of ramps. 2-.3307(d.l)
g. Bottom landing -shall be minimum of 7211
in the direction of travel. Fig. 2.-33-
llA
h. 'Iop landing shall be 6011 x 6011 minimum.
2-3307{d.l)
i. When· door swings onto top landing,
minimum_ depth of landing required is
door ,;idth plus 4211 • 2-3307 ( d. l.)
j. Top landing shall have 6011 min • ...,idth
when door swings onto the landing, with
2411 on strike side of door at exterior
ramp, or 1811 at interior ramp •
. 2-3301(d.l)
k. Ramp handrails are required on each side
of ramp, when slope exceeds l in 15. 2-
3307(e.l)
1, Ramp handrails shall be continuous,
located 3011-3411 in height above ramp
surface, with 1211 extensions beyond top
and bottom, iµ'ld the ends returned.
2-3307(e,l)
m. 'Handrails shall be 1-1/411 to 2." cross
section, spaced minimum of·l-1/211 from
wall. 2·3307(e.l)
n. A 2.11 ·high curb or wheel -guide rail
centered 311 ± 111 above ramp surface is
required on both sides where not
otherwise bounded by walls ..,..hen the ramp
exceeds lO feet in length.
2-3307(h.l)
SPECIAL ACCESS LIFTS
a. Lifts may be provided between levels, in
lieu of elevator, when· the vertical
distance between landings, structural
elevator, structural design and
safeguards are as allowed by the State
of california, Department of Industrial
Relations, Division of Occupational
Safety and Health. 2-5107(a)
b. Dle lift ·platform shall be of sufficient
size to accommodate a wheelchair
(30"x48"). 2-5107 (a)
c. There shall be a level and clear floor
area or landing (6011x6011) at each level
for access to the lift. 2.-5107(a)
HAZARDS
a, Provide 8011 headroom from walb.·ay
surface to any overhanging obstruction.
2-3326(b)
b. Headroom of
maintained for
etc. 2-522(f)
80110 minimum shall be
walks, corridors, aisles,
c. Protruding objects with leading edges
between 27" and 8.011 above finished floor
shall not protrude more than 411 into
walks, corridors, et~. 2-522(f)
~-Free standing objects mounted on posts
between 27 11 and 8011 above the floor may
project a maximum of 1211• 2-522(£)
e. Abrupt · changes in level exceeding 411
adjacent to walks, except between walks
and adjacent streets or drives, shall be
identified by 611 high warning curbs above
walk surface. 2-3326(a)
EN'mAHCES AND CIRCIJLAl'.IOH
ENTRANCES, DOORS, VESTIBULES AND CORRIDORS
/·
/·
I·
All primary entrances to buildings shall
be accessible to the handicapped.
2-330l(f)
All required passage doors shall have 3211
clear opening at 90 degrees (3611 door~.
2-3304{f)
At least one of a pair of doors shall
meet the minimum 3211 clear entrance width
requirement. 2-3304{f)
@ Threshold shall be no higher than l/2'1
above the floor. Edge to be beveled with
a slope no greater than l in 2, if more
than l/411• 3304(i.l) .
I· Exterior level landing may slope up to
1/411 per. foot in any direction for
surface drainage. 2-413
(!) -Door hardware shall be of the lever or
push type, mounted 3011 to 4411 above_ the
floor and be operable with a maximum
effort of 8.5 lbs. for exterior doors and
5 lbs. for interior doors. 2-3304(c), 2-
3304(i.2)
@ Dle lower 1011 of the door shall be of
· · smooth, plane surface (no recess or trap)
except at automatic and sliding doors.
2-3304(i.3)
f·
I
j.
Building entrance(s) shall be identified
by sign with the International Symbol of
Accessibility. Show location on plan.
The symbol shall be a white figure on
blue background. 2-522(b)
At turnstile, provide an access gate, 3211
clear width opening, within 30 feet of
turnstile. 2-3304(i.4)
There shall be a clear area on each side
of.door, 6011 deep in direction of door
swing and 4411 deep in opposite direction
of door swing. 2-3304(i,l)
f
f
@
J. Width. of clear area on the swing side of T the door shall extend 2411 past strike
jamb fox: exterior doors and 18" past
strike jamb for interior doors.
2-3304(i.l)
r The space between two consecutive doors
(vestibule) shall provide a minimum of
4811 clear depth between the open door
and a second closed door.Doors in a
series at a vestibule shall swing in the
same direction, or away from the space
between them. 2-3304(i.l)
For corridors over 200 feet.long, see
special requirements of Sec. 2-3305(b)2.
FLOORS
. a. Floors of a given story shall be a
cot:J:Don level throughout or shall be
connected by pedestrian ramps, passenger
elevators, ors pecial access lifts.
2-522(e)
STAIRWAYS
HO:i:E: Only applies were disabled access is
provided or required to other levels.
a. Treads shall have smoot.li, rounded
exposed edges and be slip resistant. 2-330.6(s)
·b. Nosing shall not project more than
1-1/2 inches past face of the riser
beiow. 2-3306(s)
c. Risers shall be sufficient~y solid,
2-3306(s)
d. The upper approach and lower tr~d of
ea~ flight of stairs shall pe marked
•,dth a contrasting colored strip 211 in
width. 2-3306(r)
e. On exterior' stairs,· each tread shall be
marked as noted above •.. 2-3306(r)
f. Handrails are required on ~ side of
stair,,·ay. 2-3306
g. Handrails shall be located 3011 to 3411
above nosing,ext:end l:211 beyond top riser
and 1211 plus tread. width beyond bottom
nosing and returned to wall/newel post.
2-3306(j .1).
h. Handrails shall be 1-1/411 to 211 in
gripping cross section and i-1/2" clear
of -:,·all. 2-3'306(j.l)
Note tM.--¥»e
&rr1plj with
r.f ,'..e ,J~ ,,
p/r,,,_ '' A I I ~on1Tcvj -f:...c,'/,'+/e.r
,qt I . ~nr/,'c');,;el Ctt' ft".r ...J
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I.·.
'I
Approved stairway identification signs
shall be located at each floor level in
all enclosed stair.:ays in buildings two
or more stories in height. The sign
shall identify the stairway, indicate
whether there is roof access, the floor
level, and the upper and lower terminus
of the stairway. The information shall
be presented using raised Arabic numerals
and raised braille symbols which confora
to Section 522(b)3. The sign shall be
located approximately 5 feet above the
floor landing i=ediately adjacent to the
door on the strike side. Signs shall
comp1y with requirements of U.B.C.
Standard No. 33-2.
EL..'l:"VAIORS
a. Provide clear inside elevator car
dimensions as required by U.B.C. Section
5103{d) 6 and Title 24 2-5103(d.1) •
1. At least one elevator in buildings 4
or more stories in height: 8011 by
5411 , with a 42-inch -side slide door.
Applies only to: high~rise buildings,
A/E/I occupc;ncies, State-owned
buildings, residential care homes,
hotels, motels, apartments and
condominiums.
2. Elevator in buildings more than two
stories or buildings where disabled
access is required to upper level(s·):
.6811 by 5411 , -.;ith a minimum clear door
width of 3611 •
3. Elevators ot.~er than in (b) above
serving less than 50 occupa.~ts shall
have a minimum inside platfora of 4
feet 6 inches by 4 feet 6 inches and a
minimum clear door width of 36 inches.
b. Raised Braille markings and Arabic
numerals are required on control buttons
and door jambs. 2-5103(d.l)
SANI:CARY FAC:U,JTITS
TOILET FACILITIES ACCESS
a. When located on accessible floors,
sanita.-y facilities shall be made
accessible to physically handicapped.
(2-511.l(a))
b. Door,.;ays · shall have 3211 minimum clear
opening width. 2-511.1
c .• There shall be a level area with 60 11
clear dept.~ in the direction of the door
swing, and a level area with 4411 clear
depth in opposite direction of door
swing. 2-Sll;l(a)
MULTIPLE ACCOMHODAIION TOILET FACILITIES
Provide clear area 60'1 diameter x 27 11
high -or clear space 5611 x 6311 x 27 11
high. 2-511,l(a)
<, •
..
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Date s_!_}/4_
Prepared bys
""PA 1110 YA:0
Jurisdiction ·CARLSBAD
_ VALUATION kND PLAN CHECK FEE
PLAN CHECK NO, 9~-//34-.
o Bldg. Dept.
0 Esgil
BU I LDING ADDRESS __ 2 ___ 2-_?3_.f:_.____./(,_4. t ..... b...,.f ....... Y'_..fa.,,......r ..... J..______,_(<......._J,__ ______ _
APPLICANT/CONTACT JJ1,,,,.,k larrq..,,,.V PHONE NO. 4J-Z-?/E-t:f'-
BUILDING OCCUPANCY B -.z. Ci DESIG.NER PHONE ------
TYPE OF CONSTRUCTIO~ '7ll-/hy ffk) CONTRACTOR PHONE ____ _
.
BUILDING PORTION BUILDING AREA VALUAT!ON I VALUE
MULTIPLIER
(:;/.{,'re)
. , ~ 73sb " ,. ~ 3 /, g~ -· . ..,
I
.. I
I
..
Air Condi tionine:
Commercial ... @ ~ ..
Residential . (a :
Res. or Comm.
fire· S'Drinkler·s @
..
T<;>ta;J. Value i,, ?,/, ~ ~--
B 'ld" . ,., a 7 N Ul rn.g Permit fe.e s ________________ ---'$,.__ __ -<-~/-L. ___ _
l a-:>_.?s Plan C·heck fee $ $ 7....:> __:::;.._ ___ -_ ___,,. ____ ..__ ______ ......_ __ __,_ __ _
Cb M MEN TS:,..: -----------------------------
SHEET / OF / l __,,___
12/87
PLANN'ING/ENGINEERING APPROVALS
PERMIT NUMBER CB92-1134 DATE 2.S CCT<J2-
ADDRESS '2.2.85 RUTHERFOQD
RESIDENTIAL
RESIDENTIAL ADDITION MINOR
(,< $10,000.00)
PLANNER ____________ _
ENGINEER ..S\ SCHECELL
C:\ WP51 \FILES\BLDG .FRM
TENANT IMPROVEMENT
PLAZA CAMINO HEAL
VILLAGE FAIRE
COMPLETE OFFICE BUILDING
DATE_-______ _
Rev 11 /15/90
J\.I
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PLANNING CHECKUS'I'
·plan Check No. csqz~/J-s'-f A4dress 22 @Y-· ~Pftl:-~uL{':)
Planner VAN LYNCH . Phone 438-1161 ext. 4325 ------' (Name)
APN:. 2 !?--C6J--IO
Typ~ of Project and Use oetzc,K TJ...
. . Zone . fl: CM Facilities Management Zone ____,___,;;;;...._ __ _
Legend
[{'.] Item Complete . )
(9 Item Incomplete· Needs your action
1, 2, 3 Number in circle indicates plancheck number where deficiency was
identified
Environmental Review Required: YES
DATE OF COMPLETION:
NO X TYPE -----,---
\ -'
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval _________ ......_. _________________ _
~0 Discretiomuy Action Required: YES ___ NO ~E __ _
-., . APPROVAL/RESO. NO. __ _ DATE: -----------PROJECT NO. ___ _
OTHER RELATED CASES: _____________________ _
Compliance with conditions_ of approval? If not, state conditions which require action. Conditions.of Approval ______________________ __
~ iJ California Coastal Commission Permit Required: YES _ N~
---·-·' .
_DATE OF APPR°'V~: _____________________ _
' \' ' '·san Diego Coast-Oistrlct, 3111 Camino. Del Rio North, Suite 200, San Diego, CA. 92108-1725
(619) 521-8036
Compliance· with conditions of approval?· _ If not, state conditions which require action.
Conditions of Approval----------------------------
Landscape Plan Required: YES _ NO _
See attached submittal requirements for landscape. plans
Site Plan:
ifoo 1.
l!aij D 2.
~D 3.
(!jtro 4.
Zoning:
rn-£0 JJ/U 1.
to!ioP--
I ~of<, cXJ 'f
~oiJ(G 2.
[9/o D 10/u 3.
B1Jo 0rrP~ iO 4.
off/
Provide a fully dimensioned site plan drawn to scale. Show: North
arrow, property lines, easements, existing and proposed structures,
streets, existing _street improvements, right-of-way width and
dimensioned setbacks.
Show on Site Plan: Finish floor elevations, elevations of finish grade
adjacent to building, existlng topographical lines, existing and proposed
slopes and driveway.
Provide legal description of property.
Provide assessor's parcel number.
Setbacks:
Front: Required Shown
Int. Side: Required Shown
Street Side: Required Shown
Rear: Required Shown
Lot coverage: Required Shown
Height: Required Shown
Parking:. Spaces Required ShownD· t,
Guest Spaces Required Shown
D D D Additional Comments--------------------------
OKTO ISSUE AN~ ENTERED APPROVAL INTO COMPUTER \) Ly/ii L. DATE { 0-C 7--C/ --z_
PLNCK.FRM·
City of Carlsbad .
Fire Department
91127-10
•. Bureau of Prevention
Plan Review: Requirements Category: Building Plan Check
Date of Report:_ Friday, October 30, 1992 Reviewed by:_~{!;;;_.'-~"'---~---
Contact Name
Address
Mark Langan
9868 Scranton Rd
City, State San Diego CA 92121
Ste 150
Bldg. Dept. No. CB92·1134 Planning No.
Job Name Calloway Golf ----..,..a-------.-------------
Job Address 2285 Rutherford Ste. or Bldg. No. ____ _
jg! Approved -The item you have submitted fo.r review has been approved. The approval. is
based on plans; information·and/or specifications provided in your submittal;
therefore any changes to these items after this date, including field modifica-
tions, must be reviewed by this office to insure continued conformance with
applicable codes. Please review carefully all comments attached, as failure
to comply with instructions in this report can result in suspension of permit to
construct or install improvements.
D Disapproved -Please see the attached report of de.ficiencies. Please make corrections to
plans or specifications necessary to indicate compliance with applicable
codes and standards. Submit corrected plans and/or specifications to this
office for review.
For Fire Department Use Only
Review 1st. __ _ 2nd ____ _ 3rd. __ _
Other Agency ID
CFO Job# -----91127-10 File# ----
2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121
~ SKT Structural Engineering , 15375 Barranca Pkwy. • Suite A-201 • Irvine, CA 9271 B • (714] 727-9070
SKT
STRUCTURAL CALCULATIONS
NEW OPENING IN EXISTING SHEAR WALL
CALLAWAY GOLF
CARLSBAD, CALIFORNIA
1988 UNIFORM BUILDING CODE
.•
SKT JOB #T9l046I
PLEASE NOTE THE FOLLOWING:
COMPUTATIONS INVOLVING SCIENTIFIC PRINCIPLES ONLY SERVE AS A GUIDE
FOR :THE EXPERIENCED ENGINEER AND ONLY ASSIST HIM IN MAKING
ENGINEERING DECISIONS. THE CONSTRUCTION DOCUMENTS REFLECT THE
TOTAL DECISION MAKING PROCESS. ANY EVALUATION OF THE ENGINEERING
DECISIONS MADE BY SKT STRUCTURAL ENGINEERING SHOULD BE BASED ONLY
ON A REVIEW QF THE PLANS AND SPECIFICATIONS.
... SKTStructural Engineering
S . KT 15375 Barranca Pkllvy. · . Suite A-201
Irvine, CA 9271 B
s:~A~t f ~1N19 ~~aN0~~4<eI
________ DATE '4/26/9:2
------------SHT-DF-
WALL D.I
V: '?3 loot
--..... _.. .. __ .. -. I
· .L-.~ i14-+~ /IG
_ tv-= 1.bb rLF < 3 io Flf . ~.-kt ' · ·
. -·-UPLIFT" (1;2.}(~86) -(-:2V2)(f;s'ft?-AJ')..'f ~7) t as){ (,,2 ~ 0
. /. ~o u.Pit FT
SKT STRUCTURAL ENGINEERING
15375 BARRANCA PKWY, A-201
IRVINE, CA 92718
OMRSF BASE PLATE DESIGN
PROJECT: CALLA\IAY GOLF-
JOB #: T91046
DATE: 10/3791
*
*******-*--****-***-***********
LOCATION: LINE 6
UPLIFT PLATES
**************
PUNCHING SHEAR
==============
AREA REQ1D = Tu/(.85*.7*f1c*2) = 44.47 < 108.00
ENTER PLATE SIZE : 6.00 X 18.00 <----
ENTER d : 12.00 <------bo = 96.00 <------
Vu= Tu/(.8S*d*bo) = 162.143
Vn =-4Cf 1c)".5 = 219.09
PLATE THICKNESS -
--------------------------------------
Wu= Tu/L = 8.82 KIPS/INCH
ENTER VALUE OF WORST CASE MOMENT: 149.00 IN-KIPS <----
Zr= Mu/Fy = 4~ 139 t=C4Zr/B) •• 5= 1.66 IN. <----
DESiGN SUMMARY
*******************
BASE PLATE SIZE & THK. 1.73 X 18.00 X 24.00
ANCHOR BCL T QUANTITY : 2.00 1.250 INCH DIA BOLTS
& SIZE CEA. SIDE) (GRADE 4140 ASTM A193-B7)
UPLIFT PLATE SIZE & THK. 1.66 X 6.00 X 18.00
~-
· .. · POOR.
. .
·QUALITY. · ··
j. J'
f-~ . r" ; l -
. · O-RIGINAL S
. '
• . :~!" •
, ..
T" .~ .-_,,_ -J .., ~ -
L~.,.,..,. __ ....,......._ ____ ~tJ:
~---·---~-Ta Str11lgh! Lsmpa ~-~ ~ FBOT8 iL U-Sht!pt'ld Lamps
T-8 RAPID START
AOVANCE
BALLASTS
One Lamp-High Power Factor __________________ ~------
ITT) FSO1STS,
1(1) 1=17T8,
i\ FO17T8
(i} f O24T8,
(1) F25T8,
J1l.f025T8 l .
I
/(1) FBO3lTB,
!(1) F32TS,
/(1) FO32T8
16 / 120 50 R-1P8i7-TP .195 23
17 I 17 r 277 50 )V-1P817·TP .085 23 ·--...,.......~--+--24 i 120 60 R-iP825·TP 33 25 '---.----+------,....-,--+------------+-·---4-~-25 r ?77 so v-1Pa2s.rP .1 .12 33
I 50 A-iP32•TP .32 37
I; 120 SO AEL•3P32-TP (Electronic) 40 .30 34
31 so RIC-i4()..TP (El(!Ctronlc iC) s .3o 40 ' ;~ r-----/,-s-o-i-v--1-P-3~2---r-P ____ .....;_---i---~_,___-14--1---$7-
l 277 50 VEL-3P32-TP (EJe-ctronlc) 40 12 31
I 50 VIC--H-0-TP (E'Jectron/c IC) 5 . 15 40 ~------------...J-.--+---------.:...--i-----~---......... --;(1) F40T8,
1(1) FO40T8
i
40 50 R•1 P640· TP
50 V-1 P840· TP
.44 , 50 ----·-.i--~--19 50
10
,o
10
10
10
38
37
15
15
38
38
Two Lamps-High Power Factor __________________________ _
(2). BO16T8,
(i) t17T8,
:2 FO17Ta
(2) FSO24T8,
(2) r-'.2518;
i FO2STS
(2) rB03H8,
(2) F32T8,
(2) F032TB
(2i ~-4ora,
t2) FO40T8
16 1 120
17
17
24
25
25
277
120
50 R·2P$17• TP 39 45
50 V•2P817•TP 163 45
50 R-2P825· TP .5.5 65
50 V•2PS25·TP .24 65
.$0 R-~P32•TP .61 71
120 50 REL·3P3.2-TP (E:l&otron!c) 40 4 7 54
3i 50 BIC-2$40-TP {Ele-drontc IC) 5,49 .65 77 32 ----"-f----+-~------~---+-,-------+~----+------+.
32 50 V•2P32-TP .26
50 VEL-3P32-TP (Electronic) 40 , 19
40
277
120
277
50 V!C-2S40-TP {Electronic IC) 5,49 .27
50 R-2P840• TP
50 V-.2P840·T-P
Three Lamps-High Power Factor-----------~-
=our Lamps--High Power Factor-----~-----~---.,----
4) FS218,
4) F032T8,
4} FB031T8
10 38
10 38
, 21·· -:.: 10 38 I
,o 15
10
15
ores:
Marv, :sz: lntagrz1ed Circu1l {l!ectror.1c ballast
). WW $.ISO operate F017, FO2S arid f:O40 TB rap,d start lamps
i, ll/i!talsooper.at-0 Fo,na, FO25T8. F8O16T8
.tOrdering lnformM1or1
Uhi!s $hown are turl'li$hed with Class P AOVAN-guard'~ ALH0mat1c Aeset·
ting Therrno£tat Vnit!; pac-k1:1d in Individual Cartons-Add suftix-1.
and f=S0i:4Te rapid st~rl lamps
1. Reimo:e Mou~ting-One or two !amp re-mote mo,.mHng. For single tamp
remote mounting, only "rM lead'' lar,1p can be rr,,~unted remote trorn
li:,;tvre. Maxlrnun:, remote mounting, 15 ft
·-·-
: ...• ::i _, --~-·--... · ,~ ~-,_ .... --· -V~l i"<._VN
T-8 -RAPID START T8 Stt~ight Lampe
F/30 T8
U,Shliped I.amps AOVANCE
BALLASTS
One Lamp-· High Power Factor ____________________________ __
f
(1) FB016T8,
(t) P17T8, J!) FOHTa
/(1°).FB0:24Te,
I('!) F25TS,
ltr PO25T8 r Im r-:ao3na,
l(1) f32T8,
)('!} F03:2T8 i ' i ..,__ _ __, __
/(1.) F40T8,
i(1) FO40T8
16 120 50 R-1P817-iP .195 23 17 .085 23 17 zn $0 V-1P817•TP
24,-----;-!~,-2-0-+--60 -R--1-P-82W~----------+-----4,-3-o-.i---3-3_...:.,
25 l~ 25 271 50 V-1P82S,TP .12 33
I 50 R-1P32•TP · ,32 37 ! 120 50 AEL•3P32-TP (Electronle) 40 ,30 34
31 1 so RIC-140-TP(ElectronlciC) s 3o 40
t i~ ( 277 ~g ~~r.;!Ji TP (El~tronlc) 40 ; ~ ~~
I 50 VIC-W:l• 'rP (Electronic-IC) 5 , 15 40
I 120 , 50 R•1 P840· TP .44 50 40 I-<'--~-+----~---.......,..+-----+----l-~-
1 277 50 V-1P840·TP H.l 50
10
10
10
10
10
10
38
38
371
15 i
15 !
37 I
15
iS
38
38
Two Lamp.s-.... High Power Factor _______________________ ~---
12}. BOi6T8;
(2} Fure,
.{&_F01 rr:a
(2) F802i:!T8,
{1} F2Si8,
i i::o.2sra
(2} F9031T8,
(21 F;;2T8,
(2) F032T8
(2) ~40TB 1
(2) F040T8
31
32
32
40
277
120 50
277 50
Three Lamps-High Power Factor _____ ..;._ _________________ _
REL.-3P32-TP {Electronlc)-40 .75 .:;r-·2 Ji .' 93··::,[~ ,o
(3) f;32T8, 12° 50 REl,..-4P32-TP (Electronic) 46 .8~ ,, .. :!: •,.:,'? :, ... 97· !';, ,s
i_i_~ _~ii_· ;...,.· ;_;_~_a~-L3_2
_L_2_n_j __ s_o_L.:~_:~:.-::t:.....:!.::.~.::.;.:.:...;:..,;._~_:~~::._·:_:c ___ ci_~~-~-:~...:.~--1--1_.~--L.---'-'3/'1k------"""'~/-, .. r i}-'.". :. : ·,.-·:~f /· 1 o 15 ' _:_j
=nur'Lamps-High Power Factor ________ _._,.._.....:.... ___________ _
4J Fs2rs, 120 $0 REL.-4P32-TP (Electron!¢)
4) FOS2T8, 32
41 F803Hll 277 50 VEL·4P~:2· TP (Electrcnlc:}
-
OTES;
M;?/h ~ lniegrated Circ.:u1l eiec!r,;,rnc ballast
J, Wi!J $IN operaie ·F017. F'02S atii:I f"040 T8 rap,d st arr lamps
;. v'/11! also c,perate F017T8, F025T8, F'B016TS
ar,d f=SONT!'.l rapid start lamps.
i. Remoil) Mol.ffiting-Ona or \wo lamp remote mounting. For smgle lc1mp
r,;1110\e mounting, only "rnd lead" lamp can be rr,Nmted remote lrom
llxhJre. Maxlrnum remote mounting, 15 11.
46 I 1.0 I 110 ~?f-~t-:: t-2·:.-· .-_ , .. 97 '.;'l 10 I I'~, 1\,,i;, .. . .... . .
.. ~ ,It' ., lllll"I, ' 'I 'I '
I I r,-.ri;,-·m :,~?-'. +.f ~' 97 ., ···I 10 t 46 j 43 110 f:\1/5 ,i·:·:: I .I
tOrqern1g :ntnrrniltlO/\
Uhils shown arl} furnistied with Class P ADVAN-guard'~ Arnomat,c Reset·
1lng Thermostat Units pac-l<ed in Individual Cattons-Add suftix-l.
15
15
BUSINESS NAME <::JALL,,Av-..)A.y . @Cl..P
. .
SITE ADDRESS 2iez5: P-l,tnf:§¥:t=i?,ep -pP. a
. CONTACT PERSON (at business)_k_eQ __ ._Gr __ ~ ______ I _L_l-_1 ______________ _
PHONE NUMBER Cf~ I -/ 77 /
Type of Business (check all that apply)
D Agricultural D Government
D Assembly D Laboratory
D Automotive JJ_Laundry
D Chemical Handling M Manufa~uring . r D Electronics D Medical
D Food D Metal Work
D Photo Lab.
D Retail
D Service Station
~Warehouse . D Other -------
~Office
OMESTIC (Ch_emicals, Particulates, etc.)--t-~_..... .... =d-.__LCU ..... · ,...· · ..... f?te""'"' ....... =K_,.__ __
I$ business presen~ly in operat1on at site?% YES D ·No · • ~ . _
Has Wastewater Discharge Permit been applied for through the Encina Water Authority'_?r YES O NO
Applicant's Name J...-iee GJ~ifl L Title f??<a[.,ty J1'7J1~hone CL~l-.177 /
Please Print ·
Agency: . c-z/b½!?y Ge:tl
·sigr-tatur~ ·.J~ · _
,. .
0 EXEMPT \21 NOT EXEMPT
Date forwarded to Encina. ____ l ..... 2......_· l .... 4 ......... ·._.g_..;). ___ _
P:\DOCS'"ISFClRIIS\FINOOCK5
Date ....... __ 1....,o,...b_1 __ /1, __ ~ __ _
I
Date · l.J ·14 · 91
REY. 2/10/92
~ SKT Streictural Engineering • 15375 B~rranca Pkwy. • Suite A0201 • Irvine, CA 9271 B • (714) 727-9070
SKT
STRUCTURAL CALCULATIONS
NEW OPENING.IN EXISTING SHEAR WALL
CALLAWAY GOLF
CARLSBAD, CALIFORNIA
1988.UNIFORM BUILDING CODE
SKT JOB #T91046I
PLEASE NOTE THE FOLLOWING:
COMPUTATIONS INVOLVING SCIENTIFIC PRINCIPLES ONLY SERVE AS A GUIDE
FOR THE EXPERIENCED ENGINEER AND ONLY .ASSIST HIM IN MAKING
ENGINEERING DECISIONS. THE CONSTRUCTION DOCUMENTS REFLECT. 'l'HE
TOTAL DECISION MAKING PROCESS. ANY EVA~UATION OF THE ENGINEERING
DECISIONS MADE BY SKT STRUCTURAL ENGINEERING SHOULD BE BASED ONLY
ON A REVIEW OF THE PLANS AND SPECIFICATIONS.
. .
... SKTStruceural Engineering
S KT 15:375 Barranca Pkwy. SuiteA-201
. Irvine, CA 9271 8
WALL O. I
V= ?? loc/t
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