HomeMy WebLinkAbout2055 CORTE DEL NOGAL; ; 84-259; PermitDECLARATIONSLENDERII}:WORKER S COMPENSATION1" °5 - z 5S » n -IffSS p=?- ?,- « § re - S o 3- ,-, w $r ° c ™ o ^ _ ^ (f if OnIgl^ t = S| dS3m m ma -3 2 a i " 5 a;, 2--3lsf! s'sS £2S5s!fs = fSI| 8?^5* 3.3 g» "_S ^£>5gjflf ij5g| S|5|•*P •n O r> £ '» t? , ^ fi •? Z 2I'D — — O 3r 5^0 0 c r; ZJj=j" l*Sl .jjS? * s " t a < I •• * QJ •; 5 ? r - 1 5 /.POLICY NOCOMPANYD Copy is died with the citvQ Certilied copy is hereby ti3:/>fC.1n 1 hereby affirm that I have 3lo self insure o< a certCompensation Insurance or a/Sec 3800 Labor Code)3 £ i•r p§ 2.500•? ^ Sb ^ 3 1 ampvprnnt imripr Serfor this reason00-ao ". As a hoTieowner 1 am improvinging conditions exist1 The work is being perfor2 I have lived in mv hiprior to completion ol tni3 I have not claimed thi:last three yearsiPi i3" = ? 1= _5 ™? l| 1J 3 3-^ J 0".? ? s OWNER/BUILDER CONTR1 1"ililie lilitfiiifs Ifiil!i|l2i^ ??flP!l 5iglSi IoflElp ^||i|J?lfi lli|s!§ljl1^^^^<§o£' 5-^ Ezl°;=— ™ *5 "^ 3— gc-, zf^sri/To^^31'!ll!i's ilsll5^1^ SiHilti^lpSiBiSs^ig gg| = ^-5s§"J sJ = rgS-gffolS m 3 !S *IQ 3?°>nS5Sffi"5 = =5 '" aJi s;'0 9™ o-"£Sao55T „ ^ ^0) CO 10'-•5 * ar; m 7: c/3 ^ o i_c 'x m —< '/j m i> -D m to £ o^ n TJ C m I-5^|3o5ffi|gH5c>Sllisll?c " w fS S > -" |=?IH-H"DIJ-D^slsl^ls?z5^iS^SH>oS>|o-^^S-ra-"^O rn ,-) ~o TP?II3SPil§i|? > o 31 3 2?o5_, 7> < ar >:AALFUZ >-H55F_ 0) ^ _ -0"'. r- -i I Z n—' i~ J* > m *n o?i§-S§5a CD rr n s oo£S|2>JH r! 3 tn -n o >-< m rn „ _< _. ^_ w m ^' ^- o
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ESGIL CORPORATION
O«2O CHESAPEAKE nR., SITITE 1SSSAX niEoo, CA oai2
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II APPLICANT COPY
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Citp of Carte&ab
JLRISDICTION.
PROJECT ADDRESS. ^^S~^
TO.
DATE
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PLAN CORRECTION SHEET
Plan Check No."2- £T ^ -
r-ito plans received by jurisdiction
l-*te plan* received by plan checker
Date initial plan check compl eted by <*J/m
FOREMORDl PLEASE READ
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy
conservation, noise attenuation and access for
. the handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections
based on laws and ordinances enforced by the
. Planning Department, Engineering Department
, or other departments.
The items circled below need clarification,
modification or change. All circled items have
tc be satisfied before the plans will be in
conformance with the cited codes and regulations.
Per Sec. 303 (c), 1979 Uniform Building Code,
the approval of the plans does not permit the
violation of any state, county or city law.
PLANS
Please make all corrections on the original
tracings and submit two new sets of prints,
and any original plan sets that may have
been returned to you by the jurisdiction,
t0! £S<g./
To facilitate rechecking, please identify,
next to each circled item, the sheet of
the plans upon which each correction on
this sheet has been made and return this
check sheet with the revised plans.
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JURISDICTION OF
O APPLICANT COPY
<r<r;
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V^ D CITY COPY
D PLAN CHECKER COPY
D ESGIL FILE COPY
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
TENANT IMPROVEMENT & INTERIOR ALTERATION CORRECTION SHEET
Plan Check Number &>*£- - *Z ^J- Z~
Site Address
Owner
.
±f2- /"h
Building Code Applicable^
Occupant Load
Occupancy_
1979 U.B.C
_S tones
Use
Type of Construction
Allowable Floor Area /. /'
Sprinklers;
Actual
No
Basis for Area Increase
Re marks y /?/ ? oui^
Date Plan Submitted ~Z&- ^5/<ga/i?4/Date Plans to Plan Checker
Date Initial Plan Check Completed/^/ &///$*/. By
Applicant Contact Person /b/V/V £-Tel.
- ,'•, •• ••iV-i"--' - -
FOREWORD: PLEASE READ
1. This plan check is limited to technical requirements contained in the Uniform
Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy conservation, noise attenuation
and access for the handicapped. The plan check is based on regulations enforced
by the Building Inspection Department.-- " '
2. You may have other corrections based on laws and ordinances enforced by the
Planning Department, Engineering Department or other departments. For
information regarding those departments, please contact those departments.
3. The items listed below require plan clarification, modification or change. All
items have to be satisfied before the plans will be in conformance with the cited
codes and regulations. Per Sec. 303(c), 1979 Uniform Building Code, the approval
of the plans does not permit the violation of any state, county or city law.
*• Pleas»e submit two sets of corrected plans and enclose a copy of this list with
>our notes indicating where corrections were made i.e. sheet, detail, etc..Return
corrected plans and documents to Esgil Corporation at 9320 Chesapeake Drive
Suite 122, San Diego, CA 92123 or to the City Building Permit Counter. ^'
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JURISDICTION OF
633
D APPLICANT COPY
B^CITY COPY
D PLAN CHECKER COPY
Q ESGIL FILE COPY
TENANT IMPROVEMENT & INTERIOR ALTERATION CORRECTION SHEET
€>>O_ (T)
A. Plan Check Number 3>*£- - g S^- -2T
B. Site Address
C. Owner -/ 1; (^n&n <?_ L (^~^-r— /2.Q
D. Building Code Applicable _ 1979 U.B.C
E. Occupant Load Stories
F. Occupancy & - "2~. Use
G. Type of Construction j/-// __ Sprinklers; ( Yes No
H. Allowable Floor Area T ' /. Actual ~7" '2"
I. Basis for Area Increase
J. Remarks
Date Plan Submitted ~^f ^gg/^Date Plans to Plan Checker /^g?.
Date Initial Plan Check Completed/^/ &// /gy. By
Applicant Contact Person /^vV / ^ >-v7 _ Tel. ^^^ vT?/ ^5* 3-^
FOREWORD; PLEASE READ
1. This plan check is limited to technical requirements contained in the Uniform
Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy conservation, noise attenuation
and access for the handicapped. The plan check is based on regulations enforced
by the Building Inspection Department.
2. You may have other corrections based on laws and ordinances enforced by the
Planning Department, Engineering Department or other departments. For
information regarding those departments, please contact those departments.
3. The items listed below require plan clarification, modification or change. All
items have to be satisfied before the plans will be in conformance with the cited
codes and regulations. Per Sec. 303(c), 1979 Uniform Building Code, the approval
of the plans does not permit the violation of any state, county or city law.
^. Please bubmit two sets of corrected plans and enclose a copy of this list with
>our notes indicating where corrections were made i.e. sheet, detail, etc. .Return
corrected plans and documents to Esgil Corporation at 9320 Chesapeake Drive
Suite 122, ban Diego, CA 92123 or to the City Building Permit Counter.
8/19/82
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Council of American Building Officials
BUILDING OFFICIALS AND CODE
ADMINISTRATORS INTERNATIONAL, INC
INTERNATIONAL CONFERENCE
OF BUILDING OFFICIALS
SOUTHERN BUILDING CODE
CONGRESS INTERNATIONAL, INC
17926 South Halsted Street
Homewood, Illinois 60430
5360 South Workman Mill Road
Whittier, California 90601
900 Montclair Road
Birmingham, Alabama 35213
NATIONAL RESEARCH BOARD
Report No NRB-200
July. 1983
TJIS/25, TJP/35, TJW35X, TJP/40
AND TJHA45 JOIST
TRUS JOIST CORPORATION
9777 WEST CHINDEN BOULEVARD
POST OFFICE BOX 60
BOISE, IDAHO 83707
I Subject TJI«/25,TJI«/35,TJI*/35X,TJI«/40 and TJI*/45* Joist
II Description A General The TJI joist is a joist with wood flanges
and webs The TJI/25 joist has MICRO = LAM** laminated veneer lumber
flanges 1 75 inch wide by 1 5 inch deep or machine-stress-rated lumber
flanges !3/s inches wide and 1 5 inch deep and webs of 3/s-inch plywood or
%-mch PLYSTRAN* The TJI/35 and TJI/35X joists have flanges of
MICRO = LAM laminated veneer lumber 2 3 inches wide by 1 5 inch deep
or machme-stress-rated lumber flanges 2!/s inches wide by 1 5 inch deep
and webs of Vs-inch plywood or 7/i6-mch PLYSTRAN The TJI/40 joists
have flanges of MICRO = LAM LVL 2 5 inches wide by 1 5 inch deep
and webs of '/>-inch plywood or Vis-inch PLYSTRAN The"TJI/45 joist has
flanges of MICRO = LAM laminated veneer lumber 2!/!z inches wide by
1 75 inches deep and webs of '/2-inch plywood or 7/i6-mch PLYSTRAN
The top and bottom flanges are placed to create either a constant depth joist
(parallel) or a constantly varying depth joist (single taper)
The web butt joints are either square butt or serrated as required by the
specific manufacturing standard of the Trus Joist Corporation The web
flange connection is made by inserting the web into a groove in the center of
the face of the flange members
B Fabrication Procedure The TJI joist is produced in a continuous
fabrication process The flange and web members are fed into a machine
which assembles them into the finished product The web material is precut
and glue-spread on the ends for jointing The web panels are fed into the
machine where they are forced together The end joint and the groove of the
flange material is forced over the edges of the panels under pressure In-
feed pressure on the plywood panels maintains continuous pressure on the
glue joints during assembly
The TJI joist is cut to the desired length as it leaves the assembly machine
and is stacked in a controlled environment to allow the adhesive to cure
C Materials Specifications Flanges MICRO = LAM lumber is man-
ufactured according to the manufacturing standards of Trus Joist Corpora-
tion as specified in Report No NRB-126 Machine-stress-rated lumber 152-
inch dimensional lumber with a minimum ' E of 2 2 x 10" psi for the
TJI/25 joist and a minimum "E' of 1 8 x I06 psi for the TJI/35 joist The
MSR lumber is visually graded after ripping to rules established by Trus
Joist Corporation manufacturing standards Moisture contents shall be
between7and I6percent End joints shall meet end joint lumber standards
Webs Web material is either plywood complying with PS 1-74 or
PLYSTRAN of \anous thicknesses as noted in the description tor the
specific TJI joist product The PLYSTRAN panels are manufactured by the
Pollatch Corporation
Adhesne Adhcsives shall be of the types specified in the Trus Joist
Corporation manufacturing standards and meet the requirements described
in ASTM
D Design The allowable design values arc as outlined in Table No I
The requirements for web stiilcncrs and minimum bearing lengths arc
shown m Hgurc No I The joists may contain holes as set forth in the
allowable hole chart noted in hgurc No 2
*TJIK and Ml( RO = LAM"- arc registered trademarks ol the Irus Joist
Corporation Boise Idaho
When joists are used as simple-span members, the design shear is equal
to the end reaction
When joists are used as multiple-span members and are either TJI/25
joists or 10 inches through 16 inches deep for TJI/35 joists or 10 inches
through are 24 inches deep for TJI/35X, TJI/40 and TJI/45 joists, the design
shear is calculated by reducing the theoretical shear at the face of the interior
support by the lesser of 15 percent or the uniform load within a distance
"d ' (joist depth) from the face of the support For other joist depths, the
design shear is the calculated theoretical shear at the face of the support
An additional 4 percent increase in allowable bending resistance is
recognized for joists with MICRO = LAM flanges and meeting the requir-
ments for repetitive members The allowable bending resistance for repeti-
tive members may be increased 7 percent for joists with MSR lumber
flanges
In residential floor construction for joists used as multiple span members
12 inches or less in depth, the shear resistance may be increased 10 percent
The top flanges of all TJI joists must be laterally supported at least every
24 inches, except that 18 inches is required for the TJI/25 joist with the
southern pine flanges The ends of the joist must be restrained to prevent
rollover This is normally provided by diaphram sheathing attached to the
top flange and to an end wall or a shear transferpanel capable of transferring
a minimum force of 50 pounds per foot or the required shear forces due to
wind or seismic conditions Blocking or crossbracing with equivalent
strength may be used
Bridging is not required in TJI floor and roof joist applications Bracing
is required during construction in accordance with manufacturer's
instructions
E One-hour Fire-resistive Roof-Ceiling or Floor-Ceiling Ratings are
Assigned to the Following Constructions 1 A double-wood floor con-
sisting of either a subfloor of 1 -inch nominal sheathing a la> er of asbestos
paper weighing not less than 14 pounds per 100 square feet and a layer of 1 -
inch nominal tongue-and-groove finish flooring, or a subfloor of 1-inch
nominal tongue-and-groove sheathing or '/:-mch interior plywood with
exterior glue and a layer of 1-inch nominal tongue-and-groove finish
flooring or 5/B-mch interior-type plywood finish flooring or a layer of T>pe I
Grade M-l particleboard not less than 5/» inch thick and a suspended ceiling
of %-mch-thick 2-foot by 2-foot or 2-foot by 4-foot USG FIRECODE
AURATONE* lay-in acoustical board supported by an approved exposed
fire-rated suspension system attached to the bottom flange or to cold-rolled
channels spaced not over 4 feet on center Installed over the acoustical board
are 1-mch-thick, 4-pound per-cubic-foot (minimum) USG THERMAFI-
BER* mineral wool blankets Light fixtures having a maximum size of 2
feet by 4 feet may be installed in the ceiling pro\ ided the aggregate areas ot
fixtures do not exceed 12 square feet per 100 square feet of ceiling and the
fixtures are protected as follows A 2'Xi-inch by 48-inch piece of USG
THERMAF1BER light fixture protection is laid along the long dimensions
each side of the fixture and against adjacent suspension member!) a I71/-
inch by 48-inch piece is laid over each side ot the fixture and a 4'A-mch bv
24-inch piece at each end and tied to top piece sat corners ol the fixture v, ith
No 18 SWG steel wire In addition ceiling openings tor air diltusers up to
a maximum si?e of 12 inches in diameter arc allowed provided openings
are protected with fire dampers and the aggregate areas do not exceed 111
square inches per 100 square ted ol ceiling The distance from the bottom
ol the truss to the soffit of the ceiling shall be at least 10 inches
2 A singlc-laye-r floor ol !<j-mch longuc-and-groovc pKvsood vulh
joists spaced up to 24 inches on center and a ceiling ol iwola\crsot '/ inch
(hick lyne X gypsum board applied to the bottom cnurd The first I ivcr ot
board shall be attached with IV. mch-longTspc S screws placed 12 inches
Thi\ report is limited to the specific product and data and test reports submitted h\ the applicant in its application requesting lhi\ report No
independent tests were performed hy the National Research Hoard, and the Board specifualh does not make any *arrant\. either expressed or implied,
at to any finding or other matter in thi\ report or as to any product covered b) this report This disclaimer includes hut i\ not limited to,
merchantability This report is also subject to the limitations listed herein
Page 1 of 8
Page 2 of 8 Report No. NRB-200
on ecrrter The second layer shall be installed with the joints .staggered from
the first layer It shall be fastened with 2-mch-long Type S strews spaced 12
inches on (.enter in the field and 8 inches on center at the butt joints Type G
screws 1'/' inches long shall be spaced 8 inches on center and 6 inches each
side of the butt joint The second layer shall be finished with joint tape and
compound
Alternatively resilient channels at I6inchesoncenter(24mchcs it joists
are 16 inches on center) are fastened perpendicular to joists with l-inch-
long case-hardened steel 15-inch shank diameter self-drilling and self-
tapping Phillips head screws The ceiling is att iched to the resilient chan-
nels as described above
When used as a root-ceiling assembly the decking may be any wood
deck as provided in the code and the joist spacing may exceed 24 inches on
center When joists are spaced more than 24 inches on center the ceiling
may be applied to stripping spaced 24 inches on center The attachment to
the stripping is similar to the attachment to the joists described above The
stripping may be 2-inch by 4-inch Construction grade Douglas fir lumber
for spans up to 5 feet, attached to the bottom chord with lOd nails
3 A single-layer floor of Vi-inch tongue-and-groove plywood, with
joists spaced up to 24 inches on center and a ceiling consisting of a single
layer of '/z-mch-thick Type X gypsum wallboard attached to joists spaced 24
inches on center, or to stripping spaced 24 inches on center fastened with
1 Vs-mch-long Type S dry wall screws located 6 inches on center at end joints
and 8 inches on center in the field In addition, an approved exposed fire-
rated suspended ceiling system must be installed beneath the gypsum board
ceiling a minimum distance of 12 inches The grid system is suspended with
No 12 SWG galvanized steel wire fastened to the fumng or joists with 3-
mch-long flathead hanger screws Light-fixture protection consists of 6-
mch-wide pieces of ceiling grid panels 4 feet long tor the sides and 2 feet
long for the ends and a full grid panel placed on top A galvanized steel duct
with a maximum 12-mch-diameter steel diffuser opening without damper
and a maximum 6-inch by 12-inch return-air opening are permitted for each
200 square feet of ceiling Ceiling panels may be either Vs-inch USG
FIRECODE AURATONE or %-mch Gold Bond Fire-Shield Solitude Pan-
els as manufactured by Gold Bond Building Products Division of National
Gypsum Company Noncombustible insulation rated at R-30 or less may be
installed above the gypsum board
When used as a roof-ceiling assembly, square-edge plywood meeting the
structural requirements of the code may be used for roof sheathing and joists
may be spaced up to 48 inches on center
4 A single-layer floor of -Xi-inch tongue-and-groove plywood v. ith joists
spaced a maximum of 24 inches on center and a ceiling consisting of '/i-mch
USG Type C FIRECODE® gypsum board screw attached to standard steel
fumng channels at 24 inches on center and suspended from the joists by a
specially designed No 24 gauge Simpson Strong Tie (CSC), ceiling sup-
port clip One inch of (6 pcf minimum) USG THERMAFIBER mineral
wool fireproofmg is placed between the bottom flange or chord of the joists
and the top of the fumng channel
5 A double-wood floor as described in paragraph II-E-I above, or a
single layer of Vi-mch tongue-and-groove plywood floor sheathing or
plywood roof sheathing meeting the structural requirements of the code
applied over joists spaced 24 inches on center with any approved ceiling
system which will provide 40-mmute finish rating Substantiating data,
which may include results of the fire-endurance tests conducted in accor-
dance with ASTM E 119 must be furnished to the local building official
verifying that a particular ceiling system meets the 40-mmute finish rating
requirements When the finish rating is to be determined thermocouples
shall be installed on the plane of the combustible materials nearest the fire
side at locations required to obtain representative temperatures on the
combustible materials in the test specimens Temperature readings from
such thermocouples shall be recorded during the fire-endurance test The
finish rating is the time at which temperature readmjs from the thermocou-
ples reach an average temperature rise of 250°F above ambient or an
individual temperature rise of 325°F above ambient
6 Alternate Floor System A minimum %-mch plywood floor over
joists spaced at a maximum of 24 inches on center with either I'/: inches of
lightweight concrete or I inch of GVPCRLTt" rruy be considered as an
alternate deck for the- live systems described above When the- joists are
limited to a maximum spacing of 20 inches on center a '/i-inch topping of
GYP-CRETE may be used GYP-CRETE is produced by the Gyp-Crete
Corporation
F Sound Rating The system described in paragraph E-2 above, when
constructeu with resilient channels, has a minimum STC rating of 50, with
pad and carpet the minimum IIC rating is 50, with cushioned vinyl, the
minimum IIC rating is 45
The system described in paragraph E-2 when constructed with resilient
channels and a '/t-mch GYP-CRETE topping has a minimum STC rating of
50 with pad and carpet, the minimum IIC rating is 50, with cushioned
vinyl the minimum IIC rating is 45
The system described in paragraph E-4 has a minimum STC rating of 45
and. with pad and carpet the minimum STC and IIC ratings are 50,
provided a minimum 8 pcf layer of USG THERMAFIBER insulation is
used
The system as described in paragraph E-4 with a Winch GYP-CRETE
topping has a minimum STC rating of 50 and, with a pad and carpet, the
minimum IIC rating is 50
Ml of the systems require that a minimum '/i-mch-thick by -Vi-inch-wide
stnp of resilient covering be provided at the floor perimeter in order to
provide floor/wall isolation
G Identification- Each of the joists shall be identified by a stamp
indicating the joist type, NRB report number, manufacturer's name, plant
number, and the Warnock Hersey International, Inc , logo (NRB-219)
HI Evidence Submitted
1 Results of structural load tests, product brochure, descriptive litera-
ture, quality control manual and engineering calculations have been
submitted under the cover of a manual dated February, 1982
2 Results of a fire test. Report No File R5492-2 dated October 6,
1981, conducted by Underwriters Laboratories Inc in accordance
with ASTM El 19
3 Results of sound tests performed at Riverbank Acoustical Lab,
Geneva, Illinois, and witnessed by Shiner Associates, Inc , Skokie,
Illinois, conducted between May, 1981, and September, 1981, in
accordance with ASTM E 492 and ASTM E 90
4 Data under the cover of letters dated March 8, March 23, April 20,
and May 20, 1982
5 Results of load tests. Job No 63-1978 dated May 24, 1982, wit-
nessed by Northern Testing Laboratories, Boise, Idaho
6 Results of TJI/40 joist bending tests, Job No 68-398 dated February
24, 1983, witnessed by Northern Testing Laboratories, Boise,
Idaho
7 Section 4 4 of the MICRO = LAM Laminated Veneer Lumber Man-
ufacturing Standards specified in NRB-126
Findings
IV Findings The National Research Board finds that the TJI Joists
as described in this report are alternate methods of construction to
those specified in the 1981 Basic Building Code and the 1983 Supple-
ment, the 1982 Standard Building Code and 1983 Amendments and the
1982 Uniform Building Code, subject to the following conditions
1 Fabrication is in the proponent's Valdosta, Georgia Eugene,
Oregon, and Boise, Idaho, facilities, with quality control inspec-
tions by a compliance assurance and/or inspection agency listed
by the National Research Board.
2 Allowable loads do not exceed the values set forth in Table No I
3 Design calculations and details for individual jobs are furnished
to the local building official verifying that the joists comply with
this report
4 No cutting of the flanges shall be permitted and holes in the web
shall conform to the requirements given in Figure No 2
This report is subiect to re-e.xamination in one year
Page 3 of 8 Report No. NRB-200
TABLE NO J—PROPERTIES FOR TJI' JOISTS*
DEPTH(In)
91/-
II %
10
12
14
16
18
20
10
12
14
16
18
20
22
24
26
28
30
10
1214
16
18202224
2628
30
10
12
14
16
18
20
2224
262830
WEIGHT
(LDJFt |
1 9
20
25
2 628
30
3 1
3 3
27
29
3 2
34
36
39
4 1
44
46
49
5 1
29
3 134
36
384 1
43
46
48
5 1
53
3 1
33
36
38
40
434548
505 355
MAXIMUM
RESISTIVE
MOMENT
TJI/2S Jollt
2 940
1 935
TJI/35 Jollt
4 210
5 32564507570
8 6959830
TJI/35X Joist
4 165
5,270
6.380
7490
8.605
9,725
10,845
11,965
13,070
14,210
15,330
TJI/40 Joist
5,205
6,580
7,965
9,355
10,745
12.145
13,540
14,940
16,345
17,745
19 150
TJI/45 Joist
4,925
6,280
7,645
9,020
10,395
11,780
13,165
14,550
15,950
17,335
18,730
MAXIMUM
RESISTIVE
SHEAR
805
490
841
000
160
315
470
625
.215
420
625
830
2030
2235
2,440
2,645
2,775
2.900
2,900
1 215
1,420
1,625
1,830
2030
2 235
2.440
2645
2,775
2,900
2,900
1,380
1,575
1,770
1.970
2,165
2,360
2,555
2,750
2,950
3,030
3,115
El
10« In »-Lb
170
285
250
385
550
745
970
1 230
250
385550
745
970
1,230
1,525
1,850
2,215
2,615
3,055
305470
670
910
1,190
1,510
1,870
2,275
2,725
3,220
3,760
305
470
675
920
1,210
1,545
1,920
2,345
2,815
3,340
3,910
•The tabulated values are for normal duration loading
"Moment of inertia times modulus of elasticity
This formula provides a close approximation of the deflection
SWL* WL.1
384 El Kd x 103
K = TJI/25 joist = 27
TJI/35 joist = 27
TJI/45 joist = 35
TJI/40 joist = 36
TJI/35X joist =38
Uniform load in pounds per lineal inch
Clear span in inches
d = Out-to-out depth of joist in inches
El = Value from table
K
W
L
Page 4 of 8,Report No. NRB-200
Web SiiffewersWeb Stiffener Requirements
Web stiffeners must be installed at Webstiffenersaretobefield-.nstalled
bearing points and other points of as shown on each side of the web,
concentrated loads as shown below with nails equally spaced vertically
(nailsfrom eithersidecounting) Nails
must pass through the web and com-
pletely penetrate the opposite stif-
fener
Web Stiffener Attachment (See Web Stiffener Section of Table)
2" Max
Nails spaced equally r
per chart below 1
2" Max
'-I
1/8" Mm
1/4" Max
8d nails for TJI/25, 35, 35X
or TJI/40 Joists
10d nails for TJI/45 Joist
2" Mm
Mm. Bearing Distance (See Minimum Bearing Section of Table)
End Support Hanger Support (5)Continuous TJI Joist Support
Mm Bearing Distance Mm Bearing Distance -J )-«- Mm Bearing Distance—I
Web Stllfener Requirements
TJI Joist
Depth Series
9W TJI/25
117/e° TJI/25
10"TJI/35
12"TJI/35
14"TJI/35
16"TJI/35
18"TJI/35
20"TJI/35
10"TJI/35X,40
12"TJI/35X,40
14"TJI/35X,40
16'TJI/35X,40
18'TJI/35X,40
20"TJI/35X,40
22"TJI/35X,40
24'TJI/35X,40
26"TJI/35X,40
28'TJI/35X,40
30"TJI/35X,40
End Support
Hanger Support
Web
Stiffeners
Required?
No (4)
No (4)
No (4)
No (4)
No (4)
No (4)
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Number ol
Nails
Required
—
—
—
—
—
—
2
3
2
2
2
2
4
5
6
7
8
8
8
Continuous
TJI.
Sup
Web
Stlfteners
Required?
No
(1)
No
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Joistport
Number ol
Nails (2)
Required
—
2
—
—
2
2
2
3
2
2
4
4
6
8
10
12
12
12
12
Web Stilleners
Required at
Concentrated
Loads
GreaterThan (Lbs )
400
495
425
500
580
655
735
810
605
710
810
915
1015
1115
1220
1320
1385
1450
1450
Number ol
Nails
Required
2
2
2
2
2
2
2
2
2
2
3
3
3
4
4
4
5
5
6
Mm Web
Stiffener
Width W
(Inches)
2-5/16
2-5/16
2-5/16
2-5/16
2-5/16
2-5/16
2-5/16
2-5/16
25/.6
25/16
2V.6
25/16
2Vi6
2V.6
2Vi6
25/16
3'/2
3'/2
3'/2
Min Web
Stiffener
Thickness
T
(Inches)
11/16
11/16
1
1
1
1
1
1
7/8
'/a
%
%
Vi
%
7/8
7/8
7/8
7/8
%
Mln Bearing Distance
End Support
or Hanger
Support (6)
(Inches)
1-1/2
2-1/4
1-1/2
1-1/2
2
2
1-3/4
13/4
2
2'/4
2'/4
2'/4
2'/2
23/4
3
3
3'/2
3'/2
3Vz
Continuous
TJI Joist [2)
Support
(Inches)
3-1/2
3-1/2
3-1/2
3-1/2
3-1/2
3-1/2
3-1/2
3-1/2
3V4
3'/2
3V4
3'/2
5'/2
5'/2
M
5'<2
7
7
7
fC vntinuul)
FIGURE NO 1
Page 5 of 8 Report No. NRB-200
FIGURE NO 1—{Continued)
Web Stillaner Requirements
TJI Joist
Oeptti Series
10"TJI/45
12"TJI/45
14"TJI/4S
16"TJI/45
18"TJI/45
20"TJI/45
2TTJI/45
24"TJI/45
26"TJI/45
28"TJI/45
30"TJI/45
End Support
Hinger Support
Web
Stilfeners
Required?
No (4)
No (4)
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Number ol
Nails
Required
—
—
2
3
4
5
6
6
7
8
9
Continuous
TJI.
Sup
Web
Stlffeners
Required?
No
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
lolst
Dort
Number of
Nails (2)
Required
—
—
3
5
5
7
9
11
10
11
11
Web Stiileners
Required it
Concentrated
Loads
Greater
Than (IBS )
690
785
885
985
1080
1180
1275
1375
1475
1515
1555
Number of
Nails
Required
2
2
2
2
2
3
3
3
4
4
5
Win Web
Stlflener
Width W
(Inches)
2-1/2
2-1/2
2-1/2
2-1/2
2-1/2
2-1/2
2-1/2
2-1/2
2-1/2
2-3/4 (3)
2-3/4 (3)
Min Web
Stlffener
Thickness
T
(Inches)
1
1
1
1
1
1
1
1
1
1
1
Mln Bearing Distance
End Support
or Hanger
Support (*>
(Inches)
1-1/2
21/4
1-3/4
... 2
2-1/4
2-1/2
2-1/2
3
3-1/4
3-1/4
3-1/2
Continuous
TJI Joist |2|
Support
(Inches)
3-1/2
3-1/2
3-1/2
3-1/2
5-1/2
5-1/2
5-1/2
5-1/2
5-1/2
5-1/2
7
(1) Web stiffeners with two nails are required for the TJI/25 joist at continuous supports when bearing on plates is less than 5VS> inches and the
reaction is greater than 1700 Ibs (1700 Ibs is the maximum reaction for 3V£ inches bearing with no web stiffeners)
(2) For maximum load, specific applications may permit reduction in this criteria
(3) May be reduced to 2Vf> inches for end support or hanger support
(4) "U" type hangers require web stiffeners to comply with nailing requirement through side plates of hanger
(5) If web stiffeners are not used in hanger support, the sides of the hanger must extend up to support the top flange laterally
(6) The minimum bearing length may be reduced for joists supported by hangers if supplemental nail attachament to the end web stiffener is
provided
Page 6 of 8 Report No. NRB-200
FIGURE NO 2
ALLOWABLE HOLE SIZE CHART
FLANGE
PLYWOOD
WEB
FLANGE
OF BEARING PLATE
UI
Ulu.
Z
Z
&
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
DIAMETER
3"
1-0
1-0
1-0
1-3
1-3
1-3
1-3
1-6
1-6
1-6
1-6
1-6
1-9
1-9
1-9
1-9
2-0
2-0
2-0
2-0
2-3
2-3
2-3
4"
1-3
1-3
1-6
1-6
1-6
1-9
1-9
1-9
24
2-0
24
2-0
2-3
2-3
2-3
2-6
2-6
2-6
2-9
2-9
29
2-0
3-0
5"
1-6
1-6
1-9
1-9
2-0
2-0
2-0
2-3
2-3
2-6
2-6
2-6
2-9
2-9
3-0
3-0
3-0
3-3
3-3
3-6
3-6
3-6
39
6"
1-9
2-0
2-0
2-3
2-3
2-6
2-6
2-9
2-9
3-0
3-0
3-0
3-3
3-3
3-6
3-6
3-9
3-9
4-0
4-0
4-3
4-3
4-6
7"
2-0
2-3
2-3
2-6
2-9
2-9
3-0
3-0
3-3
3-3
3-6
3-6
3-9
4-0
4-0
4-3
4-3
4-6
4-6
4-9
5-0
5-0
5-3
8"
2-3
2-6
2-9
2-9
3-0
3-3
3-3
3-6
3-9
3-9
4-0
4-0
4-3
4-6
4-6
4-9
5-0
5-0
5-3
5-6
5-6
5-9
6-0
9"
2-9
2-9
3-0
3-3
3-3
3-6
3-9
4-0
443
4-3
4-6
4-6
4-9
5-0
5-3
5-3
5-6
5-9
6-0
6-0
6-3
6-6
6-6
10"
3-0
3-0
3-3
3-6
3-9
4-0
4-0
4-3
4-6
4-9
5-0
5-0
5-3
5-6
5-9
6-0
6-0
6-3
6-6
6-9
7-0
7-0
7-3
12"
3-6
3-9
4-0
4-3
4-6
4-9
5-0
5-3
5-6
5-9
6-0
6-0
6-3
6-6
6-9
[ 7-0
7-3
7-6
7-9
8-0
8-3
8-6
8-9
14"
4-0
4-3
4-6
5-0
5-3
5-6
5-9
6-0
6-3
6-6
6-9
7-0
7-6
7-9
8-0
8-3
8-6
8-9
9-0
9-3
9-9
10-0
10-3
16"
4-6
5-0
5-3
5-6
6-0
6-3
6-6
6-9
7-3
7-6
7-9
8-0
8-6
8-9
9-0
9-6
9-9
10-0
10-3
10-9
114)
11-3
11-6
MINIMUM DISTANCE FROM C/L OF SUPPORT IN FEET AND INCHES TO C/L OF HOLE
TJI JOIST HOLE CHART INSTRUCTIONS
ROUND HOLES — For simple spans and uniform loads use the table above to determine hole sizes
SQUARE HOLES Square hole sizes are determined by multiplying the maximum round hole diameter by a factor of 08
MULTIPLE HOLES — Where more than one hole isdesired, theamountof wood between holes mustequal orexceed twice thediameter of the
largest hole or twice the side of the largest square holeCANTILEVERS Aj\D CONTINUOUS SPANS —For uniformly loaded cantilevers and conbnuousTJIJoists.theholes must be located one
inch further from the support for each foot of clear span in addition to the values indicated in the table above
SPECIAL — Exceptions to these rules may be possible through special inquiry
NOTE — Do not cut the joist within four inches of the support centerlme, otherwise a two inch hole can be cut in the web anywhere THE TOP
AND BOTTOM FLANGES ARE NEVER TO BE CUT The sizes given in the table are hole sizes, not duct sizes
TJI/25 JOIST — When more than 3/4 of the depth of the web is removed, one foot must be added to the distance
Page 7 of 8 Report No. NRB-200
10" MINIMUM
ASSEMBLY E-1
1 DOUBLE-WOOD FLOOR
2 TJIJOIST
3 FIXTURE PROTECTION
4 24-INCH X 48-INCH RECESSED LIGHT FIXTURE
5 COLD-ROLLED CHANNELS
6 12-INCH AIR DIFFUSER
7 USG THERMAFIBER MINERAL WOOD BLANKETS
8 %-INCH ACCOUSTICAL PANELS 24 INCHES X 24 INCHES SUP-
PORTED BY AN APPROVED EXPOSED FIRE-RATED TENSION
SUSPENSION SYSTEM
ASSEMBLY E-2
1 y-i-INCH TONGUE-AND-GROOVE PLYWOOD
2 TWO LAYERS '/>-INCH TYPE X GYPSUM BOARD
3 TJI JOIST
ASSEMBLY E-3
1 V4-INCH TONGUE-AND-GROOVE PLYWOOD
2 TJI JOIST
3 %-INCH X 24-INCH X 48-INCH PANELS AND METAL SUSPENSION
GRID
4 FIXTURE PROTECTION
5 VS.-INCH TYPE X GYPSUM WALLBOARD
6 24-INCH X 48-INCH RECESSED LIGHT FIXTURE
7 6-INCH X 12-INCH OPENING FOR RETURN AIR
8 12-INCH DIAMETER DIFFUSER OPENING
9 STEEL SUSPENSION GRIP
FIGURE NO 3
FIRE-RESISTIVE ASSEMBLY DETAILS
Page 8 of 8 Report No. NRB-200
ASSEMBLY E-4
1 SINGLE-LAYER FLOOR OF y4-INCH TONGUE-AND-GROOVE
PLYWOOD
2 TJI JOIST
3 NO 26 GAUGE GALVANIZED STEEL FURRING CHANNEL
INSTALLED PERPENDICULAR TO JOISTS FURRING CHANNELS
SPACED 1 Vi INCHES FROM AND ON EACH SIDE OF WALLBOARD
END JOINTS AND 24 INCHES ON CENTER AWAY FROM END
JOINTS CHANNEL SECURED TO JOISTS WITH SUPPORT CLIPS
(ITEM 4) AT EACH JOIST LOCATION AT CHANNEL SPLICES.
ADJACENT PIECES OVERLAPPED 6 INCHES AND TIED WITH
DOUBLE STRAND OF NO 18 SWG GALVANIZED STEEL WIRE AT
EACH END OF OVERLAP
4 SIMPSON CO TYPE CSC SUPPORT CLIPS TO BE USED TO SUP-
PORT FURRING CHANNELS AT THE INTERSECTION WITH EACH
JOIST SUPPORT CLIPS NAILED TO SIDE OF JOIST BOTTOM
FLANGE WITH 1 '/^-INCH-LONG 11 GAUGE NAIL
5 STABILIZER STRAP (NOT SHOWN)—%-INCH X 6-INCH 24 GAUGE
GALVANIZED STEEL STRAP USED TO PREVENT ROTATION OF
THE SUPPORT CLIPS AT WALLBOARD END JOINTS AND ALONG
WALLS
6 1-INCH (6 PCF MINIMUM) USG THERMAF1BER MINERAL WOOD
FIRE-PROOFING
7 Vi-INCH USG TYPE C FIRECODE' GYPSUM WALLBOARD
\
ASSEMBLY E-5
1 DOUBLE-WOOD FLOOR
2 TJI JOISTS
3 AN APPROVED CEILING SYSTEM THAT WILL PROVIDE A 40-
MINUTE FINISH RATING
ASSEMBLY E-6
1 LIGHTWEIGHT CONCRETE OR GYPCRETE '
2 PLYWOOD
3 TJI JOISTS
4 ANY OF THE FIVE CEILING SYSTEMS AS SPECIFIED IN E-1
THROUGH E-5
FIGURE NO 3—Continued
FIRE-RESISTIVE ASSEMBLY DETAILS
HNU r r\ui.cuunc,i
NUMBER: 80-6 SUBJECT: ROOF MOUNTED EQUIPMENT RECEIVED
-&MV 29
EFFECTIVE: os-oi-84 SECTION: BUILDING DEPARTMENT
80-6 (09-10-80)
SUPERSEDES:sO-6 (05-01-81)
PURPOSE:
INTENT:
POLICY:
PROVIDE INSTALLATION STANDARDS FOR ALL ROOF MOUNTED EQUIPMENT AND
PENETRATIONS ON COMMERCIAL AND INDUSTRIAL BUILDINGS.
A. Maintain roof Integrity.
B. Prevent hazardous condition to firemen who must fight fire on
the roof.
C. Provide an installation that is aesthetically sensitive to the
building and the adjoining properties.
1. All equipment shall be concealed from view and the design* shall
meet the approval of the Planning Department.
2. All equipment shall be specifically designed and approved for
exterior use and shall be approved by the City of Carlsbad Building
Department.
3. All roof mounted equipment shall be on a platform which shall be
an integral part of the roof—flashed and waterproofed. When a
screen is approved, it shall have as few roof connections as
possible and be structurally adequate.
4. All electrical, plumbing, mechanical duct work and related piping
shall be inside the building and not on the roof. All connections
related to equipment shall be made in the same roof opening on the
platform or meet the approval of the City of Carlsbad Building
Department.
5. Sewer vents shall be brought to one main vent below the roof and
have one penetration where restrooms or other plumbing fixtures are
back to back or in the general proximity.
Air exhaust fans and other equipment shall be within the building
and use the same roof opening where restrooms and other equipment
are back to back or in general proximity.
6. Existing buildings and equipment, remodel or replacement, shall meet
the above regulations or shall have the approval of the City of
Carlsbad Building Department.
7. Where new equipment is installed, unused or abandoned equipment,
including all roof mounted piping, electrical, mechanical, duct,
and other related appurtenances shall be removed from roof and
unused openings properly sealed to maintain roof integrity.
*The architect should, through design, conceal the heating/AC unit and other
equipment whether they are on the roof or elsewhere.
E-'-'
nitiated By:
MartWOrenyak
Approved By:
City Manager
'V
positioned 24 inches in front ol the water closet
•tool and grab bail at the back shall be not less than
36 inches long
. The diameter or width ol the gripping surfai.es of a
grab bar shall be \Vt inch to IV> inch or the shape
shall provide an equivalent gripping surface If grab
bars are mounted adjacent to a wall, the space be
tween the wall and the grab bars shall be 1 V> inches
8 A dear floor space 30 inches by 48 inches shall be
provided in front of a lavatory to allow a forward
approach Such clear floor space shall adjoin or
overlap an accesible route and shall extend into knee
and toe space underneath the lavatory
9 Where urinals are provided, at least one shall have a
clear floor space 30 inches by 48 inches in front of
the urinal to allow forward approach
WATER FOUNTAIN LOCATION (StC 2-1712)
I Where water fountains are provided, they shall be
located completely within alcoves, or otherwise
positioned so as not to encroach into pedestrian
ways
DR1NMNG K)tN TAINS (StC P-1507)
1 The drinking fountain shall IK a minimum of 18
inches in depth and there shall be dear and unob
strutted spaces under the drinking fountain not less
than 27 inches in height and 18 inches in depth, the
depth measurements being taken from the front edge
of the fountain A side approach drinking fountain
is not acceptable
2 The bubbler shall be activated by a control which is
easil} operated by a handicapped person such as a
hand operated lever type control located within
b inches of the front of the fountain, a puih bar
control along the front of the drinking fountain,
etc. The bubbler outlet orifice shall be located
within 6 inches of the front of the dnnkmg fountain
and shall be within 36 inches of the floor The water
stream from the bubbler shall be substantially
parallel to the front edge of the drinking fountain
DOORS fc HARDWARt (StC 2 3301, 3303, 3306)
1 AU primary entrances to buildings shall be made
accessible to the handicappt d
2 Hand activated door opining hardware shall Ix
centered between JO inches and 44 inches above the
rloor Latching and locking doors that are hand acti
valrd and wh'ch are in a path of travel, shall be oprr
able with a single rltort by lever type hardware, l,y
runic bars, push pull activating bars, or nthcr haul
ware designed to provide passage without requiting
the ability to grasp the opening lurdivjn I ot ki cl
exit doors shall operate as above in egress direction
Doors to individual hotel or mntel units shall oper
at; similarly, except that when bolt and unlatching
operation is kev operated from corridor or exterior
side of unit door, large bow keys (2 inch) full bow or
l'« inch (half bow) shall be provided in lieu ol It vi r
tvpe hardware on the comrtor side Separati dead
lock activation on room side of corridor doors in
hotels or motels shall have lever handli <« Iju'i
thumb turn in an easily reached location
3 Width and Heights 1 hvcrv required exit ilunrwiy
shall be ot a sue as to permit the installation .1 a
door not less than 3 leet in width and nut less Iliaii
O feet. 8 inches in height Uhcn m^ullcd m exit
doorways, exit doors shall be capable ol opening at
least 90 degrees and shall b< 10 mounted that the
e'ear width of the cxitway is not livs than 3'2 mini
4 tor hinged doors, the opining width shall In mi a
sured with the door positioned at an angle ol ")0
degrees from Us closed position At Uast one ol a
pair of doors shall meet this opening width require
ment Revolving doors shall llol be us« d as a r< iiuin d
Maximum clfort to operate doors shall not exmil
8 5 pounds lor exterior doors ind 5 pounds lor
anterior doors, such pull or push e llort being applied
at right angles to hinged doors and at the minr
plane ol sliding or folding doors ( nm|» nsuiing
uivues or auli malic door operators may In ulili/« d
.» meet the above standard-, U he n hri d. i n<
required, the maximum tllnit I i optiai* tin
nuv be nu re ased nui io i xi ri d I r> pumids
t-urmructiunHir tmllTTni 111 in. Mi's
exi.pt automatic and sliding shall ha
uninterrupted surlate in all w I In
>penerl b> a whcelehair footresl *vuhi
trap or hazardous mndition Where nariow Iraint
Jonrs ate used, a 10 inch hi nil •.month panel shall bt
installed on the push side ol tin. door, which will
allow the door to be jpened by a wheelchair footresl
without creating a trap or hazardous condition
7 I hresholds shall not exceed Vi inch in height
8 Where turnstiles are used a door or gale that is
accessible to the handicapped shall be provided
within 30 feet.
I RAMPS (SEC 2 3306)
1 The slope of a ramp shall not exceed 1 in 12
2. The top landings on a ramp must be at least 60
inches in depth
3 If a door swings onto a top landing the landing depth
shall be not less than 42 inches plus the width of the
door
4 The top landing shall have a width not less than its
depth
5 The top landing shall extend not leu than 24 inches
beyond the strike side of the door at exterior ramps
and 18 inches at interior ramps
6 The bottom landing shall be not leu than 72 inches
deep
7 Intermediate landings shall be provided at turns and
whenever the change in level exceeds 10 inches.
8 Intermediate landings on straight ramps shall have a
depth ol not less th in 3* b" Intermediate landing]
on ramps llut turn greater thin JO degrees shall be
not less than 6 feet in depth
9 Ramps shall be not less than 4 feet wide
10 Ramps serving a primary entrance for an occupant
load of 300 or more shall be not less than 5 feet
wide
11 Handrails shall be placed on each side of each ramp
and shall extend 12 inches beyond the top and
bottom of the ramp
12 Surfaces of ramps shall be slip resistant
I WATrRCLOSrTS(SFC P-1502)
I I he height of accessible water closets shall be a min-
imum of 17 inches and a maximum of 19 inches
measured to the top of the toilet seat Hush control]
shall be operable by an oscillating handle with a
maximum operating force of 3 ib or by a. remote
low voltage button The handle or button shall be
located so they are operable without requmng
excessive body movement
J. URINALS (SFC P-1503)
1 Where urinals are provided at least one elongated
rim at a maximum of 1 7 inches above the floor is
required
2 Mush controls shall be hand operated, and shall be
mounted no more than 44 inches above the floor
K LAVATOKlrS(SFC P 1504)
1 Lavatories shall be mounted with a clearance of at
least 29 inches from the floor to the bottom of the
apron with knee clearance undrr the front lip ex-
tending a minimum of 30 inches in width with 8
inches minimum depth at the top Toe clearance
shall be the same width and shall be a minimum of
17 inches deep from the front of the lavatory
2 Hot water and drain pipes under Lavatories shall be
insulated or otlit rwist covered There shall be no
sharp or al>ra.sivi surfaces unilt r lavatories
3 rauirt controls and operating mechanisms shall be
operable with one hand and shall not require tight
grasping, pinching or twisting of the wrist The force
required to activate controls shall be no greater than
5 Ib I ever operated, push type and electronically
controlled mi i h iiiism* are i xamples of acceptable
designs b< II i losing volvrj air allowed il the faucet
remains <>p< n lor at least 10 seconds
I rtLLPHONrS (SrC2 17IJ)
I deneral (I publu telephone* are provided, they
shall comply
M. EIECTRICAL
Note all electric receptacles to be
at least 12" above the floor and light
switches to be 36" to 48" above floor
H. DOOR SYMBOLS
Note doors leading to handicapped type
restrooms shall have raised triangle and
circle identification symbols
O. STAIR TREAD MARKING
•lote stair treads to be marked per Sec 3305(r)
Jurisdiction
Prepared byt
VALUATION AND PLAN CHECK FEE
Q Bldg. Dept.
p Esgil
PLAN CHECK NO.c
BUILDING ADDRESS
APPLICANT/CONTACT -7~~dfill-j PHONE NO .
BUILDING OCCUPANCY /& -
~ 3/33
TYPE OF CONSTRUCTION 1/-/V
DESIGNER PHONE
CONTRACTOR PHONE
BUILDING PORTION
0/^&9&&^S
bJ/fr2&U*uS&
7^77^*2-
Air Conditionine:
Commercial
Residential
Res. or Conun.
Fire Surinklers
Total Value
BUILDING AREA
5?jT£4/V(?/
tro-76 r^/
30-7^0
^.^T^.^/
VALUATION
MULTIPLIER
LU>?-/s>) -
l(^2--/g>)
@ 2.80
§ 2.40
@ 1.50
VALUE
^32 5Z^
'
^o 3oV
7/£43>
^ 3^ 3/
Fee Adjusted To Reflect
Building Perm.it Fee $
Q Energy Regulations (Fee x 1.1)
Q Handicapped Regulations (Fee x 1.065)
Plan Check Fee $_
C 0 M ME N TS:
// T" 4"
8/4/82
w
PLAN QHECK NllMRERSC T ^
PLANNING: TYPE OF STRUCTUR
j SCHOOL FEES: SAN DIEGUITO
CARLSBAD
% COVERAGE
BUILDING HEIGHT
FENCES/WALLS
- TWO CAR GARAGE
COMMENTS-
* §
1/1
O—. QI— UJC-> Q£UJ i—i
DC Z3o: o-O UJ(-> CC
REDEVELOPMENT APPROVAL REQUIRED:
LANDSCAPE PLAN COMMENTS:
ENVIRONMENTAL REQUIRED:
,/ADgjTIONAL COMMENTS:
t\
r/OK TO ISSUE:DATE: I
SAN MARCOS „ -.«,/%n»rGUY OF CARLGCAC
REQUI REDBlfite^gKPe^rtmcnt
FRONT
SIDE
REAR
OK TO FINAL:DATE:
ENGINEERING
SEWER-
LATERAL:
t— UJo
UJ >fi
GRADING PERMIT:
DRAINAGE:
EASEMENTS-
DESCRIPTION VERIFIED7 A.P.N. CHECKED?
PARK IN LIEU
IMPROVEMENTS'
oii| I OK TO ISSUE.
* ENGINEERING INSPECTION REQUIRED:
PUBLIC WORKS INSPECTOR:
FINAL OK:
DRIVEWAY:
ADDITIONAL COMMENTS'
DATE r '
DATE:
IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC.)
'/7^X ;^CY^^^*
200 ELM AVENUE
QARLSBAD, CA 92008-1989
TELEPHONE
(619)438-5523
Citp of Cattefcto
DEPARTMENT
PLAN CHECK REPORT
PAGE 1 OF
APPROVED
DISAPPROVED
PLAN CHECK*
PPOJFCT £
AROHRECT
'nwNFH
OCCUPANCY
djjSPRINKLEF
/s?ea*
,
/%- Z-
»ED J^TEN
Q ^<7 f 2?/
CONST ZP^V^
IANTIMP
ADDRESS 'ZrtJ'S C^or.
ADDRESS
ADDRESS
TOTAL SO FT
/£ ^*X >t^-?
PHONE
PHONE
STORIES
<*J<.
*2-
APPROVAL OF PLANS IS PREDICATED ON CONFORMING
TO THE FOLLOWING CONDITIONS AND/OR MAKING
THE FOLLOWING CORRECTIONS:
1
2
5.
PLANS, SPECIFICATIONS, AND PERMITS
Provide one copy of floor plan(s), site plan, sheets
Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project
Provide specifications for the following ''
Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, haton,
CO*, alarms, hydrants) Plan must be approved by the fire department prior to installation.
The business owner shall complete a building Information letter and return it to the fire department.
FIRE PROTECTION SYSTEMS AND EQUIPMENT
6 The following fire protection systems are required
J^Automatlc fire sprinklers (Design Criteria
Dry Chemical, Halon, COa (Location
D Stand Pipes (Type
D Fire Alarm (Type/Location
Fire Extinguisher Requirements
One 2A rated ABC extinguisher for each^222^_
extingulsher not to exceed 75 feet of travel
D An extinguisher with a minimum rating of
. sq ft or portion thereof with a travel distance to the nearest
_ to be located
D Other
8 Additional fire hydrant(s) shall be provided.
EXITS
Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort.
A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit and
doors !
EXIT signs (6" x %" letters) shall be placed over all required exists and directional signs located as necessary to
clearly Indicate the location of exit doors
GENERAL
Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, fiammable gases and
hazardous chemicals shall comply with Uniform Fire Code
Building(s) 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 pil-
ing Is to be done, comply with Uniform Fire Code, Article 81
-1
Additional Requirements
7?
o *~•*(_
-*
.15. Comply with regulations on attach
Plan Examiner
Report mailed <o architect
D«t«_
.Met with Attach to Plans