HomeMy WebLinkAbout1981 CHESTNUT AVE; ; 79-663; PermitFOKM 1 PAGE I JP
Testing Engineers—San Diego
3467KurtzSt, P.O. Box80985, San Diego, Ca. 92138 (714)225-9641
1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730
LABORATORY NUMBER SD36-1574 INSPECTION REPORT DATE May 19, 1981
FILE.-#4012-2, Permit #79-633
Church of Jesus Christ of the Latter Day Saints
1975 Chestnut Avenue
ADDRESS: Carlsbad, California
INSPECTION OF Structural Steel Assembly
FABRICATOR OR ERECTOR: Moore Company
CONTRACTOR: Bowers Construction Company
SHOP FlELD__X__ PLANT
DATE
REG. MRS.
O.T. MRS.
REINSP. MRS.
INSPECTOR
DATE 5/6/81
REG. HRS. 4.0
O.T. MRS.
REINSP. HRS.
INSPECTOR
William F. Gray
DATE 5/7/81
REG. HRS. 4.0
O.T. HRS.
REINSP. HRS.
INSPECTOR
DATE
REG. HRS.
O.T. HRS.
REINSP. HRS.
INSPECTOR
DATE
REG. HRS.
O.T. HRS.
REINSP. HRS.
INSPECTOR
Reinforcing Steel: Grade 60
Electrodes: AWS E8018 - confirm to 9018
Certified Welder: J. Hill, #9014-1
Inspection of extending the existing bars in tower section 20'—0" higher with
butt welds, 16 #7 bars total. Bevel new 20'0 sections 45° and use 1" x 1" x
angle 8" long for backup. Preheat to 500° F. Twelve inches each way from
groove, weld full. Eight welds complete this date. Approved as per engineers
detail.
Continue inspection same as reported on 5/6/81. Eight welds complete this
date. Approved as per detail.
C/7Y !9S;
REPORTED To: (1) Arlon L. Van Orden, Architect
(1) Thomas & Sowards Engineering, Inc.
(1) Bowers Construction Co., Attn: Mr. Bob Bowman
::LTy of Carlsbad Building Inspection Dept. TEST1NG ENG|NEERS - SAN DIEGO
REVIEWED BY.
C, •
JCB:cd //John C. Burns, R.E. #C-02B752
FORM 1 PAGE 1 JP
Testing Engineers—San Diego
3467KurtzSt, P.O. Box80985, San Diego, Ca. 92138 (714)225-9641
1903 West Vista Way, UnitB, Vista, California 92083 (714) 75&J23V of l
LABORATORY NUMBER SD36-1612 INSPECTION REPORT DATE May 19, 1981
FILE:
JOB:
#4012-2, Permit #79-663
Church of Jesus Christ of Latter Day Saints
1975 Chestnut Avenue
ADDRESS: Carlsbad, California
INSPECTION OF Reinforced Masonry
FABRICATOR OR ERECTOR: DeGraff enried Masonry
CONTRACTOR: Bowers Construction Company
XXXSHOP.FIELD.PLANT.
DATE
REG. HRS.
O.T. HRS.
REINSP. HRS.
INSPECTOR
DATE 5/5/81
REG. HRS. 2.0*
O.T. HRS.
REINSP. HRS.
INSPECTOR
William Allen
DATE
REG. HRS.
O.T. HRS.
REINSP. HRS.
INSPECTOR
DATE
REG. HRS.
O.T. HRS.
REINSP. KKS.
INSPECTOR
DATE
REG. HRS.
O.T. HRS.
REINSP. HRS.
INSPECTOR
Reinforcing Steel:
Grout:
Mortar:
ASTM A615, Grade 60
1500 psi
2000 psi
Inspected grouting of the tower at the 30' to 33' elevation. Inspected the
reinforcing steel for size, grade, position, and cleanliness. Inspected the
mixing, placing, and reconsolidation by puddling of the grout. Cast three
grout samples and labeled them "LDS #7-A-B-C". Also cast three mortar samples
and labeled them "LDS //6-A-B-C". Grout slump measured 9%".
*Hours prorated with other work
REPORTED To: (i) Arlon L. Van Orden, Architect
11 (1) Thomas & Sowards Engineering, Inc.
(1) Bowers Construction Company,
Attn: Mr. Bob Bowman
(T7 City o± Carlsbad Building Inspection
Dept.
TESTING ENGINEERS - SAN DIEGO
REVIEWED BY.
(_'.
ohn C. Burns, R.E. //C-028752
FORM 18 Jf
Testing Engineers—San Diego
3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641
1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730
FILE NO 4012-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE-
Permit #79-633
JOB: Church of Jesus Christ of the
Latter Day Saints
ADDRESS: 1975 chestnut Avenue
Carlsbad, California
YEAR: 1981
•STORED a CURED. NOT TESTED
LAB. NO.
C36
1163
DATE
CAST
MO. DA.
4/23
LOCATION IN STRUCTURE
Front masonry tower, 5'
elev. LDS#2 A-B-C. Made by
TESD.
J »'jV\V
MATERIA
PROPORT
TYPE-
ADMIXTUF
SPECIFIED or/™Mortar ?s.r>4v =;-,-•» . 2500 PSI
IONS/MIX h>
riE-Mp
<0. Type "M"
NT- RPFC Pi IIMP- .IN,
^E- An<5 SITE- IN
ULTIMATE COMPRESSIVE STRENGTH. PSI
SLUMP
IN.
t
/^t
^1570
\ 28-DAY
/"'
OTHER
TESTAGE RESULTS MAILED
5/1/81
(1) Thomas & Sowards Engineering, Inc.
(1) Bowers Construction Company, Attn: Mr. Bob Bowman
of Carlsbad Building Inspection Dept.
JCB:ac
TESTING ENGINEERS. SAN DIEGO
REVIEWED BY
C. Burns, R. E. #C028752
PAGE I JP
Testing Engineers—San Diego
3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641
1903 West Vista Way;-Unit B, Vista, California 92083 (714) 758-3730
LABORATORY NUMBER SD36-1356 INSPECTION REPORT DATE April 24, 1981
4012-2, Permit #79-633
Church of Jesus Christ of the Latter Day Saints
FILE:
JOB:
hesnut Avenue
ADDRESS: Carisbad> California
INSPECTION OF Reinforced Masonry
FABRICATOR OR ERECTOR.- DeGraffenried
CONTRACTOR: R. s. Bowers Construction Co.
XSHOP.FIELD.PLANT.
DATE
REG. HRS.
O.T. HRS.
REINSP. HRS.
INSPECTOR
DATE 4/21/81
REG. HRS. 4.0
O.T. HRS.
REINSP. HRS.
INSPECTOR
fames Argetsinger
DATE 4/23/81
REG. HRS. 4.0
O.T. HRS.
REINSP. HRS.
INSPECTOR
DATE
REG. HRS.
O.T. HRS.
REINSP. HRS.
INSPECTOR
DATE
REG. HRS.
O.T. HRS.
REINSP. HRS.
INSPECTOR
Reinforcing Steel:
Mortar:
Grout:
ASTM A615, Grade 40 and 60
Type M (2500 psi)
Job Mixed - 2 cement, 4 sand, 3 pea gravel
Inspected foundation for masonry tower in front of main building. Foundation
is clean and reinforcing steel verticals are in place.
Inspected reinforcing steel and grout placing of approximately 1.5' cubic yards
of job mixed grout in 1st 4' lift of masonry tower in front of main building.
Cast grout sample marked #1. Inspected mortar mixing, masonry unit placing
and placing of horizontal reinforcing steel in 2nd lift of masonry tower to 5f
elevation. Cast mortar sample,'marked'#2 at: 5' elevation.
REPORTED TO; (1) Arlon L. Van Orden, Architect
(1) Thomas & Sowards Engineering, Inc.
(1) Bowers Construction Company, Attn: Mr. Bob Bowman
of Carlsbad Building Inspection Dept. TESTING ENGINEERS - SAN DIEGO
REVIEWED BY.
JCB:cd John C. Burns, R.E. #C-028752
FORM 18 JP
Testing Engineers—San Diego
FILE No.
3467KurtzSt., P.O. Box80985, San Diego, Ca. 92138 (714)225-9641
Vista Way. Unit B. Vista, California 92083 (714) 758-3730
JM312-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE-ONE
Permit #79-633
JOB: Church of Jesus Christ of the
Latter Day Saints
ADDRESS: 1975 chestnut Avenue
Carlsbad, California
YEAR: 1931
•STORED a CURED. NOT TESTED
LAB. NO
C36
1163
1235
1292
DATE
CASTMO. DA.
4/23
4/27
5/5/
LOCATION IN STRUCTURE
Front masonry tower, 51
elev. LDS#2 A-B-C. Made by
TESD.
Tower. LDS#4 A-B-C. Made by
TESD.
Tower. LDS#6 A-B-C. Made by
^0
% >
MATERIAI
'. . SPECMortar ?n r
PROPORTIONS/MIX h
;IFIED
>AY STR.:2500 r*.
,„. Type "M"
TYPE- riFMFNT- ^PPT si IIMP- IN
ADMIXTUF?E- AGG SI7F- IN
ULTIMATE COMPRESSIVE STRENGTH. PSI
SLUMP
IN.
--
--
--
7-DAY
>-1570
2190
2480 i,-
28-DAY
..<-
^
t
cr
OTHER
TESTAGE
14 -day
iEC
MAY
rvoF
RESULTS
1960
EIV
151981
CAP''
M-AILED
5/1/81
5/8/81
5/14/81
ED
:?AO--
in!
(1) Thomas & Sowards Engineering, Inc.
(l^BCweTrs Construction Company, Attn: Mr. Bob Bowman
(f) City of Carlsbad Building Inspection Dept.TESTING ENGINEERS. SAN DIEGO
REVIEWED BY
JCBrac
( -
C. Burns, R. E. #C028752
\
FORM 16 JP
Testing Engineers—San Diego
3467KurtzSt, P.O. Box80985, San Diego, Ca. 92138 (714)225-9641
1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730
FILE No 4012-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE-ONE
Permit #79-633
Latter Day Saints
ADDRESS: 1975 Chestnut Avenue
Carlsbad, California
YEAR: 1981
'STORED & CURED. NOT TESTED
LAB NO
C36
1234
1258
1293
DATECAST
MO. DA.
4/27
5/1
5/5
LOCATION IN STRUCTURE
Tower. LDS#3 A-B-C. Made by
TESD.
Tower. LDS#5 A-B-C. Made by
TESD.
Tower. LDS#7 A-B-C. Made by
TESD.
i •?
\ V \ *0
/-. *. SPECIFIED oc<™MATERIAL- trout PA.OAV C.-TO . /DUU PSI
PROPORTIONS/MIX ^Jo. 1 cement, 2 rock, 3 sand
TYPE- ne-MFNT- «?PFr ^,1 IIMP- IN
ADMIXTUFfir. Anr: =:|-rc. Ifj
ULTIMATE COMPRESSIVE STRENGTH. PSI
SLUMP
IN.
9
10%
9k
7 -DAY
3970
3150,
V-'
4530 ,
28-DAY
-»'
,r
/
P
cr
OTHER
TESTAGE RESULTS MAILED
5/8/81
5/14/81
!ECEIV|ED
MAY
YOF
Building
151931
CARLJ
Departm
>BAD
ent
(1) Arlon L. Van Orden, Architect
(1) Thomas & Sowards Engineering, Inc.
(l)Bf)wers Construction Company, Attn: Mr. Bob Bowman
of Carlsbad Building Inspection Detp.
THCrac
TESTING ENGINEERS/SXyN DIEGO
T. H. Chapman/ R. E. #12882
FORM 18 JP
Testing Engineers—San Diego
3467KurtzSt, P.O. Box80985, San Diego, Ca. 92138 (714)225-9641
1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730
FILE Kin 4012-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE-
Permit #79-633
JOB: Church of Jesus Christ of the
L a 1 1 e r— Day— Saxrrts-^^
ADDRESS: ^^-];975 Chestnut Avenue^
Carl
YEAR: 1981
sbad, California
•STORED a CURED. NOT TESTED
LAB. NO.
C36
1163
1235
DATE
CAST
MO. DA.
4/23
4/27
LOCATION IN STRUCTURE
Front masonry tower, 51
elev. LDS#2 A-B-C. Made by
TESD.
Tower. LDS#4 A-B-C. Made by
TESD.
\\^
MATERIA
PROPORT
TYPE-
ADMIXTUF
-. . SPECIFIED ocnnMortar 9«.n.« c™ . 2500 P*.
IONS/MIX i^
CEME
,„. Tvoe "M"
SIT: SPEC. EiLUMP: . IN
?E- Anr; SIZE- *N
ULTIMATE COMPRESSIVE STRENGTH. PSI
SLUMP
IN.
7 -DAY
. \
> 1570
2190
R
CIT
28. DAY
X'
EC8
MAY ]
^OF(
Building
OTHER
TEST
AGE
14 -day
1 19S1
JARLS
^epartme
RESULTS
I960
3AOit
DATE
MAILED
5/1/81
5/8/81
v /• ^zsf — — y
(1)JpMomas & Sowards Engineering, Inc.
(iXfiowers Construction Company, Attn: Mr. Bob Bowman
0.) City of Carlsbad Building Inspection Dept.
JCB:ac
TESTING ENGINEERS. SAN DIEGO
REVIEWED BY
C. Burns, R. E. #C028752
FORM 18 JP
Testing Engineers—San Diego
3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641
3 Wast Vista Way Unit B. Vista. California 92083 (714) 758-3730
SUMMARY OF COMPRESSION TEST RESULTS PAGE-
Permit #79-633
JOB: Church of Jesus Christ of the
Latter Day Saints
ADDRESS: 1975 Chestnut Avenue
Carlsbad, California
YEAR: 1981
•STORED & CURED. NOT TESTED
LAB NO
C36
1234
1258
CASTMO. DA.
4/27
5/1
LOCATION IN STRUCTURE
Tower. LDS#3 A-B-C. Made by
TESD.
Tower. LDS#5 A-B-C. Made by
TESD.
/r^v,
MATERIAL
_ SPEGrout ?R.r
PROPORTIONS/MIX h
SIFIED
DAY STR.:2000 PS,
,„. 1 cement, 2 rock, 3 sand
TYPE- ncMFM-r. <=;prr KJ IIMP- . .. IN.
ADMIXTUF [P. Anrz Sl7E- IN
ULTIMATE COMPRESSIVE STRENGTH. PSI
SLUMP
IN.
9
10%
7 -DAY
3970
3150,t-'
28-DAY
/
R
OTHER
TEST
AGE
ET^ E&O!
MAY]
C/TV OF C
3ui/ding |
RESULTS
1 1991
ARL8
>Wtme
MAILED
5/8/81
-o
3A0it
(1) ArloaL. Van Orden, Architect
(1) Thomas & Sowards Engineering, Inc.
(l)JB^rers Construction Company, Attn: Mr. Bob Bowman
(1*) City of Carlsbad Building Inspection Detp.
THC:ac
TESTING ENGINEERS^SAN DIEGO
T. H. Chapman/ R: E. #12882
FORM IS JP
Testing Engineers—San Diego
3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641
1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730
FILE No4012-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE.ONE
Permit #79-633JOB: Church of Jesus Christ of the
Latter Day Saints
ADDRESS: 1975 chestnut Avenue
Carlsbad, California
YEAR: 1981
•STORED & CURED. NOT TESTED
LAB. NO.
C36
1162
DATE
CAST
MO. DA.
4/23
LOCATION IN STRUCTURE
Front masonry tower, 4*
elev. . LDS#1 A-B-C. Made
by TESD.
MATERIA
PROPORT
TYPE-
ADMIXTUF
SPECIFIED nn/\nGrout 5B.r>Av el-re, . 2000 PSI
IONS/MIX t»tn 2 cement, 4 sand, 3 pea gravel
NT- SPEC. SLUMP: .IN.
ULTIMATE^CCy^RESSIVE STRENGTH. PSI
SLUMP ,
IN. /}
J/7-DAY
4630 y
,'^28 -DAY
/
OTHER
TEST
AGE RESULTS
DATE
MAILED
5/1/81
(1) Arlon L. Van Orden, Architect
(1) Thomas & Sowards Engineering, Inc.
(1) Bowers Construction Company, Attn: Mr. Bob Bowman
Carlsbad Building Inspection Dept.TESTING ENGINEERS. SAN DIEGO
REVIEWED BY
JCBtac ohn C. Burns, R. E. #0028752
FORM 18 JP
Testing Engineers—San Diego
3467KurtzSt, P.O. Box80985, San Diego, Ca. 92138 (714)225-9641
Qn/3 West Vista Way, Unit B. Vista. California 92083 (714) 758-3730
FILE Nio4012-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE.ONE
Permit #79-633
JOB Church of Jesus Christ of the
Latter Day Saints
ADDRESS: 1975 chestnut Avenue
Carlsbad, California
YEAR: 1931
•STORED & CURED. NOT TESTED
LAB NO
C36
1162
CASTMO. DA.
4/23
LOCATION IN STRUCTURE
Front masonry tower, 4'
elev. . LDS#1 A-B-C. Made
by TESD.
V
MATERIAI
SPEGrout ?R.r
PROPORTIONS/MIX r>>
;IFIED
DAY STR.-.2000 PS,
]0 2 cement, 4 sand, 3 pea gravel
TYPE- r-.c-ucrwr. <^PFI~ <i MMP- . IN.
ADMIXTUFf^. Af^n «^ITP. . llM
ULTIMATE COMPRE5S1VE STRENGTH. PSI
SLUMP
IN.
--
7-DAY
4630 ..
,'•'
28-DAY
S 6570x
C
OTHER
TESTAGE
60-day
REC
iVM
TV OF
RESULTS
*Dise.
JEM
Y2219*
pAtti
MAILED
5/1/81
5/21/81
ff
i
O n A r^(1) Arlon L. Van Orden, Architect R " *"" " U-OD/\jJ
(1) Thomas & Sowards Engineering, Inc.
(1) Bcjwe-rs Construction Company, Attn: Mr. Bob Bowman
(i^City of Carlsbad Building Inspection Dept.
Department
TESTING ENGINEERS,
REVIEWED BY
DIEGO
JCB-.ac ohn C. Burns, R. E. #C028752
FORM l» Jf
Testing Engineers—San Diego
FILE No.
3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92738 (714)225-9641
03 West \//.ste Way, Unit B, Vista. California 92083 (714)758-3730^
4012-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE-ONE
Permit #79-633
JOB: Church of Jesus Christ of the
Latter Day Saints
ADDRESS: 1975 chestnut Avenue
Carlsbad, California
YEAR: 1981
"STORED & CURED. NOT TESTED
LA3. NO.
C36
1163
1235
1292
1410
DATE
CAST
MO. DA.
4/23
4/27
5/57
5/11
LOCATION IN STRUCTURE
Front masonry tower, 5"
elev. LDS#2 A-B-C. Made by
TESD.
Tower. LDS#4
TESD.
Tower. LDS#6
A-B-C. Made by
A-B-C. Made by
Tower 44 l; elevation. LDS#19
A-B-C. Made by TESD.
^
^Jpr
1
MATER/AI
PROPORT
TYPE-
ADMIXTUF
SPECIFIED
1YLO IT C OP IT ? O O A Y ^T R •
IONS/MIX NIo. Type "M"
SPEC. SiLU
Anr: Cil
2500 PC,
HP- IN
TIT. !W
ULTIMATE COMPRES3IVE STRENGTH. PSI
SLUMP
IN.
.
--
^_
7-DAY
^1570
2190
2480 *
1680 ,„
28-DAY
,2520,--
/
7
C
OTHER
TESTAGE
14 -day
•. MA
TV Of
RESULTS
1960
'En"^ 1 1
g Deos-f±
DATE
MAILED
5/1/81
5/8/81
5/14/81
5/21/81
I
o6Ao
(1) Thomas & Sowards Engineering, Inc.
(1) Bo^&e-s Construction Company, Attn: Mr. Bob Bowman
of Carlsbad Building Inspection Dept.
JCB:ac
TESTING ENGINEERS. SAN DIEGO
REVIEWED BY
_ C •
C. Burns, R. E. #C028752
FORM IS JP
Testing Engineers—San Diego
3467KurtzSt., P.O. Box80985, San Diego, Ca. 92138 (714)225-9641
/ista Way. Unit 8. Vista, California 92QR3 (714) 7F>R-373n
FILE SUMMARY OF COMPRESSION TEST RESULTS PAGE-Olte
Permit #79-633
JOB: Church of Jesus Christ of the
Latter Day Saints
ADDRESS: 1975 Chestnut Avenue
Carlsbad, California
YEAR: 1981
•STORED & CURED. NOT TESTED
LAB. NO
C36
1234
1258
1293
1409
1411
DATE
CAST
MO. DA.
4/27
5/1
5/5
5/11
5/12
LOCATION IN STRUCTURE
Tower. LDS#3
TESD.
Tower. LDS#5
TESD.
Tower. LDS#7
TESD.
Tower, 40 'to
B-C. Made by
Tower 48 '-52
Made by TESD
A.
|
A-B-C. Made by
A-B-C. Made by
A-B-C. Made by
44'. LDS#18 A-
TESD.
'. LDS#20 A-B-C.
/
\
»
MATERIA
PROPORT
ADMIXTUF
„ SPE<Grout 28-r
IONS/MIX hIo . 1 cement, 2 i
;IFIED
JAY STR.:
-ock, 3 i
SPEC. EILU
Arrr: c;
2000' PS,
sand
MP: IN.
-re. IM
ULTIMATE COMPRESSIVE STRENGTH. PSI
SLUMP
IN.
9
10%
9%
9%
9%
7- DAY
3970
3150,,
4530 .
2980,,
2820 L
28-DAY
/
/
_.„•'""
y'
OTHER
TEST
AGE
RE
RESULTS
r*fiCEI
MY221
J/TY C
Builc FCAb
'ng Deoa
DATE
MAILED
5/8/81
5/14/81
5/21/81
I/ED\S m*a^ fcfl®'
331
1SBAD
rtmenf
vx - - - — - - 7
(1) Thomas & Sowards Engineering, Inc.
(1) Bg^ers^Construction Company, Attn: Mr. Bob Bowman
of Carlsbad Building Inspection Detp.
THC:ac
TESTING ENGINEERS^S/VN DIEGO
R&V+&WLU B
T. H. Chapman/ R. E. #12882
FORM I PAGE t JP
Testing Engineers—San Diego
3467KurtzSt, P.O. Box80985, SanDiego, Ca. 92138 (714)225-9641
1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730
LABORATORY NUMBER SD36-1703 INSPECTION REPORT DATE May 22, 1981
FILE:
JOB:
#4012-2, Permit #79-663
Church of Jesus Christ of the Latter Day Saints
1975 Chestnut Avenue
ADDRESS.- Carlsbad, California
INSPECTION OF Reinforced Masonry .
FABRICATOR OR ERECTOR: DeGraf f enried Masonry
CONTRACTOR.- Bowers Construction Co.
SHOP FiFLn X PLANT
DATE
REG. MRS.
O.T. HRS.
REINSP. HRS.
INSPECTOR
DATE 5/11/81
REG. HRS. 2.0*
O.T. HRS.
REINSP. HRS.
INSPECTOR
William C. Allen
DATE 5/12/81
REG. HRS. 2.0*
O.T. HRS.
REINSP. HRS.
INSPECTOR
DATE
REG. HRS.
O.T. HRS.
RESNSP. HRS.
INSPECTOR
DATE
REG. HRS.
O.T. HRS.
REINSP. HRS.
INSPECTOR
Reinforcing Steel: ASTM A615, Grade 60
Grout: 2500 psi
Mortar: 2000 psi
Inspected grouting of tower 40' to 44' elevation. Inspected the reinforcing
steel for size, grade, clearances, and clealiness. Inspected the: mixing,
placing, and reconsolidation by puddling of the grout. Cast three samples
and labeled them LDS 18A, 18B, 18C. Slump of grout was 10". Cast three
samples of mortar labeled LDS 19A, 19B, 19C.
Inspected grouting of tower at 48' to 52' elevations.. Steel in place, clean,
correct size :and grade. Inspected the mixing, placing and reconsolidation
of the grout. Cast three samples and labeled them LDS 20A, 20B, 20C, with
a 9V slump.
*Hours prorated with other work.
RECE
MAY 2 71981
CITY OF CARLSBAD
Building Department
REPORTED TO: (l) Arlon L. Van Orden, Architect
(1) Thomas & Sowards Engineering, Inc.
(1) BowersCojns true t ion Company, Attn: Mr. Bob Bowman
by of Carlsbad Building Inspection Dept. JESTING ENGINE SAN DIEGO
REVIEWED
THC:cd T. HCCnapman,
THOMAS & SOWARDS ENGINEERING, INC.
PLANNERS, ENGINEERS, ENVIRONMENTAL CONSULTANTS, LAND SURVEYORS
P.O. BOX 286, 215 SOUTH HWY. 101, SUITE 101, SOLAN A BE ACH, C A 92075
(714)481-6818
ROBERT SOWARDS
RCE 26404
DAVID THOMAS
LS 4759
April 21, 1981
Marl in Dustin
1975 Chestnut Avenue
Carlsbad, CA 92008
RE: Tower - Carlsbad Stake Center
Dear Marl in:
This is to confirm our conversation of April 20, 1981.
Mortar used in the tower should be type "M" and conform to ASTM C270 with a minimum
compressive strength of 2500 psi. Common proportions for this mortar are:
1 part Portland Cement
i part Lime
3i parts Damp Loose Solids
Grout for the job should be 2000 psi minimum strength at 28 days.
I will periodically inspect the tower. Please give me a call prior to grouting
operations.
Sincerely,
THOMAS & SOWARDS ENGINEERING, INC.
Robert Sowards
R.C.E. 26404
RS/ng
cc: Arlon Van Orden, Architect
Tony Mata, Building Inspector
RECElVEt
APR 2 2 198)
CITY OF
FORM 1 PAGE I JP
Testing Engineers—San Diego
3467KurtzSt, P.O. Box80985, San Diego, Ca. 92138 (714)225-9641
1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730
LABORATORY NUMBER SD36-1452 INSPECTION REPORT DATE May 14, 1981
FILE:
JOB:
#4012-2, Permit #79-663.,
Church of Jesus Christ of the Latter Day Saints
1975 Chestnut Avenue
ADDRESS: Carlsbad,. California
INSPECTION OF Retnf orced Masonry
FABRICATOR OR ERECTOR: DeGraffenried Masonry
CONTRACTOR: R. s. Bowers Construction
XSHOP.FIELD.PLANT.
DATE
REG. HRS.
O.T. MRS.
REINSP. HRS.
INSPECTOR
DATE ft/27/81
REG. HRS. 3.0*
O.T. HRS.
REINSP. HRS.
INSPECTOR
William C. Allen
DATE 5/1/81
REG. HRS. 2.0*
O.T. HRS.
REINSP. HRS.
INSPECTOR
DATE
REG. HRS.
O.T. HRS.
REINSP. HRS.
INSPECTOR
DATE
REG. HRS.
O.T. HRS.
REINSP. HRS.
INSPECTOR
Grout: 2000 psi
Mortar: Type M, 2500 psi
Inspected the mixing and placing of grout in the tower at front of church from
approximately 10' to 14' elevation. Reinforcing steel tied in place per
drawings. Grout placed by pump and reconsolidated by puddling. Cast three
samples and labeled them LDS 3A, 3B and 3C, with a slump of 9". Also cast
three samples of mortar and labeled them 4A, 4B and 4C.
Inspected the mixing and placing of grout in the tower at approximately 26' to
28' elevation. Reinforcing steel tied in place per drawings. Inspected steel
for size, grade, position, and cleanliness. Grout reconsolidated by puddling.
Cast three samples of grout and labeled them LDS 5A, 5B and 5C, with a slump
of 10%".
RECEIVED
MAY 18 1981
CITY OF CARLSBAD
Building Department
REPORTED To: (1) Arlon L. Van Orden, Architect
(1) Thomas & Sowards Engineering, Inc.
(1) Bowers Construction Co., Attn: Mr. Bob Bowman
(1.) OlLji 'uf Carlsbad Building Inspection Dept. TEST|NG ENGINEERS^
REVIEWED BY./' / /_
i- SAN DIEGO
THC:cd
FORM 18 JP
Testing Engineers—San Diego
3467KurtzSt., P.O. Box80985, San Diego, Ca. 92738 (714)225-9641
1903 West Vista Way. UnitB. Vista. California 92083 (714) 75R-3730
4012-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE-ONE
Permit #79-633
JOB: Church of Jesus Christ of the
Latter Day Saints
ADDRESS: 1^75 Chestnut Avenue
Carlsbad, California
YEAR: 1981
•STORED & CURED. NOT TESTED
LAB. NO.
C36
1163
1235
1292
1410
DATE
CAST
MO. DA.
4/23
4/27
5/5/
5/11
LOCATION IN STRUCTURE
Front masonry tower, 51
elev. LDS#2 A-B-C. Made by
TESD.
Tower. LDS#4 A-B-C. Made by
TESD.
Tower. LDS#6 A-B-C. Made by
Tower 44 T elevation. LDS#19
A-B-C. Made by TESD.
V /n\ ™ \
MATERIAL
PROPORT
TYPE-
ADMIXTUH
SPECMortar 5n.r
IONS/MIX Is „. Type "M"
&• ,. ,— .
;IFIED
)AY STR.:
SPEC. SLU
Artr: ?i
2500 P*.
MP- IN
•re. IM
ULTIMATE COMPRESSIVE STRENGTH. PSI
SLUMP
IN.
--
--
7-DAY
\
"•s.
2190
2480 u
1680 ,„
28. DAY
.. 2520 .--''
2740 "
' 3450
2550 ,
'
OTHER
TESTAGE
14 -day
60-day
60-day
60-day
J///1/ -,
\JJ£~ s^
'"* ^
RESULTS
1960
*Disc.
*Disc.
*Disc.
'^ tyf'
%
DATE
MAILED
5/1/81
5/8/81
5/14/81
5/21/81
5/29/81
6/4/81
6/11/81
\o*•-»*'
(1) Arlon L. Van Orden, Architect
(1) Thoma,8-^ Sowards Engineering, Inc. . /
(1) fibers Construction Company, Attn: Mr. Bob Bowman
of Carlsbad Building Inspection Dept.
JCB:ac
TESTING ENGINEERS. SAN DIEGO
REVIEWED BY
_n C. Burns, R. E. #C028752
FORM 19 Jf»
Testing Engineers—San Diego
3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641
1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730
4012-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE-
Permit #79-633
JOB: Church of Jesus Christ of the
Latter Day Saints
ADDRESS: 1975 Chestnut Avenue
Carlsbad, California
YEAR: 1981
•STORED & CURED. NOT TESTED
LAB. NO.
C36
1234
1258
1293
1409
1411
DATECASTMO. DA.
4/27
5/1
5/5
5/11
5/12
LOCATION IN STRUCTURE
Tower. LDS#3 A-B-C. Made by
TESD.
Tower. LDS#5 A-B-C. Made by
TESD.
Tower. LDS#7 A-B-C. Made by
TESD.
Tower, 40 ' to 44'. LDS#18 A-
B-C. Made by TESD.
Tower 48*-52'. LDS#20 A-B-C.
Made by TESD.
J
1
/\KV*f VI \ V
MATERIAI
PROPORT
TYPE-
ADMIXTUF
SPECGrout 5R.r
IONS/MIX h(0 . 1 cement, 2 i
TF*
;IFIED onnr>.*)AY STR.: •iUUir PSI
•ock, 3 sand
SPEC. SLU
A*~^l ^l
MP: '.,.., IN
•»e. lu
ULTIMATE COMPRESSIVE STRENGTH. PSI
SLUMP
IN.
9
lok
9%
9%
9%
7-DAY
3970
3150^
4530 »
2980 v
2820 .
28-DAY
'5950
S 4890 -
^5650
'•'4290
, '4620
*
£> ,(•
OTHER
TEST
AGE
60-day
60 -day
y-
60 -day
''60 -day
" 60-day
' ' -I ,p
"r f\,.'•*$**
RESULTS
*Disc.
*Dise.
*DIsc.
*Disc.
*Disc.
?c
DATE
MAILED
.5/8/81
5/14/81
5/21/81
5/29/81
6/4/81
6/11/81
0
(1) Arlon L. Van Orden, Architect
(1) Thomaa.,^ Sowards Engineering, Inc.
(1) Rpi*£rsConstruction Company, Attn: Mr. Bob Bowman
of Carlsbad Building Inspection Detp.
THCrac
TESTING ENGINEER&r-SAfM DIEGO
T. H. Chapman/R. E. #12882
Testing Engineers—San Diego
FILE NO 4012-2
3467KurtzSt, P.O. Box80985, San Diego, Ca. 92138 (714)225-9641
1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730
SUMMARY OF COMPRESSION TEST RESULTS PAGE-ONii
Permit #79-633
JOB: Church of Jesus Christ of the
Latter Day Saints
ADDRESS: 1975 Chestnut Avenue
Carlsbad, California
YEAR: 1981
•STORED & CURED. NOT TESTED
LAB. NO.
C36
1234
1258
1293
1409
1411
DATECASTMO. DA.
4/27
5/1
5/5
5/11
5/12
LOCATION IN STRUCTURE
Tower. LDS#3 A-B-C. Made by
TESD.
Tower. LDS#5 A-B-C. Made by
TESD.
Tower. LDS#7 A-B-C. Made by
TESD.
Tower, 40 'to 44'. LDS#18 A-
B-C. Made by TESD.
Tower 48 '-52'. LDS#20 A-B-C.
Made by TESD.
^
A ^
A\ r/IM
\i
I/ u '
\J
MATERIAL
PROPORT
TYPE-
ADMIXTUP
„ SPEGrout ;>R.r
IONS/MIX N
CEME
,„ . 1 cement, 2 i
MT:
F.
= IFIED
DAY STR.:
-ock, 3 £
SPEC. SLU
A^n Ql
2Q001" PS,
5 and
MP: . IN
tt:. IKI
ULTIMATE COMPRESSIVE STRENGTH. PSI
SLUMP
IN.
9
10%
9%
9%
9%
7 -DAY
3970
3150,
4530 ,
2980 ^
2820 ,
28-DAY
5950
/ 4890
'' 5650
S
,.'
RI
CITY
Do
OTHER
TESTAGE
60-day
60 -day
60 -day
:CE
JIJN8
OFC/ii'ding Oe
RESULTS
*Disc.
*Disc.
*Disc.
IVE
1981
RLSRpartmefit
DATE
MAILED
5/8/81
5/14/81
5/21/81
5/29/81
6/4/81
D
^D
(1) Arlon L. Van Orden, Architect
(1) Thomas & Sowards Engineering, Inc.
(1) Bowers Construction Company, Attn: Mr. Bob Bowman
Carlsbad Building Inspection Detp.
THCrac
TESTING ENGINEERS/SAN DIEGO/•/ / /
tU OV
T. 6. Chapman/ R. E. #12882
FORM 18 JP
FILE NO 4012-2
Testing Engineers—San Diego
3467KurtzSt, P.O. Box80985, San Diego, Ca. 92138 (714)225-9641
1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730
SUMMARY OF COMPRESSION TEST RESULTS PAGE-ONE
Permit #79-633
JOB: Church of Jesus Christ of the
Latter Day Saints
ADDRESS: 1975 chestnut Avenue
Carlsbad, California
YEAR: 1981
•STORED & CURED. NOT TESTED
LAB. NO.
C36
1163
1235
1292
1410
DATECASTMO. DA.
4/23
4/27
5/5/
5/11
LOCATION IN STRUCTURE
Front masonry tower, 51
elev. LDS#2 A-B-C. Made by
TESD.
Tower. LDS#4 A-B-C. Made by
TESD.
Tower. LDS#6 A-B-C. Made by
Tower 44' ; elevation. LDS#19
A-B-C. Made by TESD.
V ,4-L r//
\\\ r ^ ^
I vj\ '
MATERIAI
PROPORT
TYPF-
ADMIXTUF
SPECMortar ?R.r
IONS/MIX N,«. Type "M"
IF*
:IFIED
)AY STR.:
SPEC. SLU
Ann e;
2500 PC,
MP- 'N
•re. IM
ULTIMATE COMPRESSIVE STRENGTH. PSI
SLUMPIN.
--
--
7-DAY
^1570
2190
2480 u
1680 i.
28-DAY
,-2520 */
'' 2740 -
' 3450 -
R Fk.
CITY
Du
OTHER
TEST
AGE
14 -day
"60 -day
60-day
CEI
JUN8
DFCA
Iding Def
RESULTS
1960
*Disc.
*Disc.
¥EI
981
RLSB/
artment
DATE
MAILED
5/1/81
5/8/81
5/14/81
5/21/81
5/29/81
6/4/81
>
»D
(1) Thomas & Sowards Engineering, Inc. /
(1) Bowers Construction Company, Attn: Mr. Bob Bowman
f 1 ) r 1 t"][_n_T_r i r 1 Inil Building Inspection Dept.
JCB:ac
TESTING ENGINEERS. SAN DIEGO
REVIEWED BY
C. Burns, R. E. #C028752
FORM 16 JP
Testing Engineers—San Diego
3467KurtzSt, P.O. Box80985, San Diego, Ca. 92138 (714)225-9641
1903 West Vista Way. UnitB, Vista, California 92083 (714) 758-3730
FILE NO 4012-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE-
Permit #79-633
JOB: Church of Jesus Christ of the
Latter Day Saints
ADDRESS: 1975 Chestnut Avenue
Carlsbad, California
YEAR: 1981
•STORED a CURED. NOT TESTED
LAB. NO.
C36
1234
1258
1293
1409
1411
DATE
CASTMO. DA.
4/27
5/1
5/5
5/11
5/12
LOCATION IN STRUCTURE
Tower. LDS#3 A-B-C. Made by
TESD.
Tower. LDS#5 A-B-C. Made by
TESD.
Tower. LDS#7 A-B-C. Made by
TESD.
Tower, 40 'to 44'. LDS#18 A-
B-C. Made by TESD.
Tower 48 '-52'. LDS#20 A-B-C.
Made by TESD.
//
\
SPECIFIED „„ — ..
MATERIA Grout p«.r
PROPORTIONS/MIX N
JAYSTR.: ^UULT psf
lo. 1 cement, 2 rock, 3 sand
TYPF- r^cmiPMT. SPFC Pi UMP- .. ,(N
ADMIXTUF;c. Afir: =;(££. IN
ULTIMATE COMPRESSIVE STRENGTH. PSI
SLUMP
IN.
9
10%
9%
9%
9%
7 -DAY
3970
315 Or>
4530 ,
2980 ,
2820 L
28-DAY
5950 '
/ 4890 -
/
/*"'
^
ct
OTHER
TEST
AGE
60-day
,
60 -day
. ^J(_
j\S
*»%J
RESULTS
*Dise.
*Disc.
**'
^* **•
£4/?/(
DATE
MAILED
5/8/81
5/14/81
5/21/81
5/29/81
"et>
)&A ,*.
(1) Arlon L. Van Orden, Architect ^dft/}j "^^U
(1) Thomas & Sowards Engineering, Inc. e/Jf
(ILJ&erwers Construction Company, Attn: Mr. Bob Bowman >o
X)City of Carlsbad Building Inspection Detp. TEST.NG ENGINEERS^ DIEGO
THCrac T. H. Chapman/ R. E. #12882
FORM 19 JP
Testing Engineers—San Diego
3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641
1903 West Vista Way. UnitB, Vista, California 92083 (714) 758-3730
F.I r No 4012-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE-ONE
Permit #79-633JOB: Church of Jesus Christ of the
Latter Day Saints
ADDRESS: 1975 chestnut Avenue
Carlsbad, California
YEAR: 198i
•STORED & CURED. NOT TESTED
LAB. NO
C36
1163
1235
1292
1410
DATECAST
MO. DA.
4/23
4/27
5/57
5/11
LOCATION IN STRUCTURE
Front masonry tower, 5'
elev. LDS#2 A-B-C. Made by
TESD.
Tower. LDS#4
TESD.
Tower. LDS#6
A-B-C. Made by
A-B-C. Made by
Tower 44' elevation. LDS#19
A-B-C. Made by TESD.
\ 't\
]/
w ~* 0 '
?•
\j
i,
MATERIA Mortar 2n.r
PROPORTIONS/MIX N
;IFIED
JAY STR : -2500 Ps,
,«. Type "M"
TYPE- riFMFNT- SPF<~ fil IIMP- IN
ADMIXTUFIE- AGG SIZE* . >!N
ULTIMATE COMPRESSIVE STRENGTH. PSI
SLUMP
IN.
--
->.
7-DAY
\:i 1570
2190
2480 „
1680 ,,.
28-DAY
„ 2520 ^
X2740 "
7 '
C
OTHER
TESTAGE
/
14 -day
60 -day
**
RESULTS
1960
*DisC.
o*-,v.1
/.I i
MAILED
5/1/81
5/8/81
5/14/81
5/21/81
5/29/81
R -
^£-0
?7
(1) Thojpa<s"""& Sowards Engineering, Inc.
(1) Bwers Construction Company, Attn: Mr. Bob Bowman
(Ly City of Carlsbad Building Inspection Dept.
JCBrac
TESTING ENGINEERS. SAN DIEGO
REVIEWED BY
( •
C. Burns, R. E. #C 02 8 75 2
THOMAS & SOWARDS ENGINEERING, INC.
PLANNERS, ENGINEERS, ENVIRONMENTAL CONSULTANTS, LAND SURVEYORS
P.O. BOX 286, 21 5 SOUTH HWY. 101, SUITE 101, SOLANA BEACH, CA 92075
(714)481-6818
ROBERT SOWARDS DAVID THOMAS
RCE 26404 __ LS4759
April 24, 1981 flpR2?J98!
Mr. Arlon Van Orden
1315 Arlington Place
,- El Cajon, CA 92021 " , '•
j ' ' • '
; RE: Carlsbad Stake Center - Tower
Dear Arlon:
Subsequent to a site visit of April 23, 1981, I instructed the brick mason to alter
the #4 ties around the tower steel . They are to be open on one end; in the config-
uration of a hairpin. Two "pins" are to be used together with a lap of 18" minimum
and wired together.
Also I recommended two (2) foot grouting lifts to prevent "blowouts".
If you have any questions, please give me a call.
Sincerely,
THOMAS & SOWARDS ENGINEERING, INC.
Robert Sowards
R.C.E. 26404
RS/ng X
S
'cc: Marl in Oustin \V
Tony Mata, Building Inspector v\
\iU .
/ Vx
V