S1736i
CERTIFICATE OF COMPLIANCE Part 1 of 2 ENV -1
PROJECT NAME
DATE
Great Western Bank
7/9/98
PROJECT ADDRESS
10250 DeAnza Boulevard Cupertino
::;idii�yDecirotd:::;:::::::
PRINCIPAL DESIGNER - ENVELOPE
TELEPHONE
Callison Architecture
206.623.4646
DOCUMENTATION AUTHOR
TELEPHONE
...... j jet .:::::::::::::::::::::
Builder's Energy Services
(408) 842- 82414ni.;
rY.:
DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE
1 ,050 Sq.Ft. 4
BUILDING TYPE ® NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTELIMOTEL GUEST ROOM
PHASE OF CONSTRUCTION NEW CONSTRUCTION ® ADDITION [:] ALTERATION EXISTING I ADDITION
METHOD OF ENVELOPE ❑ COMPONENT ® OVERALL ENVELOPE PERFORMANCE
COMPLIANCE
•
This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24,
Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements.
The documentation preparer hereby certifies that the document is accurate and complete.
DOCUMENTATION AUTHOR
SIGNATURE
DATE
Darrel E. Kelly
'7)Orrc_°/ .
719/98
The Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction
documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other
calculations submitted with this permit application. The proposed building has been designed to meet the envelope
requirements contained in Sections 110, 116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6, Chapter 1.
Please check one:
I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this
document as the person responsible for its preparation; and that I am a civil engineer or architect.
I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of
the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a
licensed contractor preparing documents for work that I have contracted to perform.
❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section
of the Code to sign this document as the person responsible for its
preparation; and for the following reason:
PRINCIPAL ENVELOPE DESIGNER - NAME LIC. NO, DAT
Callison Architecture 'Q0
.- v .-
Indicate location on plans of Note Block for Mandatory Me sures
CT ON e APPLICANT
For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the
Nonresidential Manual published by the California Energy Commission.
ENV -1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans.
ENV -2: Used for all submittals; choose appropriate version depending on method of envelope compliance.
ENV -3: Optional. Use if default U- values are not used. Choose appropriate version for assembly U -value to be calculated.
EoergyPro 10 By EnergySoR User Number 1239 Job Number 98167 Page' lot 7
Great Western Bank
ASSEMBLY NAME VALUE CONSTRUCTION TYPE
(e.g. Wall -1. Floor -1) e.g. Block, Wood, Metal)
Slab On Grade 0.900 n/a
-13 Wall .13.2x4.16 0.088 Wood
19 Built -up Roof 0.052 Wood
aff-EST
LOCATION /COMMENTS:
(e.g. Suspended Ceiling, Demising, etc.)
Exposed Slab w/R -10.0 PedmelerInsulatlon
Exterlor Wall
EAodor Roof
7/9/98
ORIENTATION
NO. OF
PANES
U-
VALUE
FRAME TYPE
Metal. Wood, eic.)
EXTERIOR
SHADE
OVERHANG
L Yes / No
SIDEFIN
Yes / No
GLAZING TYPE
(e.g. Clear. Tlnled)
efl (South
2
0.72
Metal
o ne pec e
� Double Low E
❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑
❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
nn nn
EnergyPro 10 By EnergySott User Number 1239 Job Number 98167 Page: 2 of 7
NAME
Great Western Bank
DATE
7/9/98
ATRIUM HEIGHT Q FT
F c= 55' IF > 55'
ALLOWED = 5 ALLOWED % = 10
0.0bl x 1,0501= 52
ALLOWED % GR. ROOF AREA STANDARD SKYLIGHT AREA
W
0
PROPOSED SKYLIGHT AREA
IF THE PROPOSED SKYLIGHT AREA IS GREATER THAN THE STANDARD SKYLIGHT AREA, PROCEED
TO THE NEXT CALCULATION FOR THE SKYLIGHT AREA ADJUSTMENT. IF NOT, GO TO PART 2 OF 4,
1 IF PROPOSED SKYLIGHT AREA > STANDARD SKYLIGHT AREA,
SKYLIGHT
STANDARD SKYLIGHT AREA PROPOSED SKYLIGHT AREA ADJUSTMENT FACTOR
GO TO PART 4 OF 4 TO CALCULATE ADJUSTED AREAS.
EnergyPra 10 By EnergySoft User Number: 1239 Jab Number. 98167 Page 3 of 7
KRP�A TES
A. DISPLAY PERIMETER Q ft X 6 =
Q st DISPLAY AREA
B. GROSS EXTERIOR WALL AREA 56 Q sf X 0.40 =
2 24 sf 40% AREA
C. GROSS EXTERIOR WALL AREA 560 sf X 0.10 =
56 st MINIMUM STND. AREA
D ENTER LARGER OF A or B
2 24 sl MAXIMUM STND AREA
E ENTER PROPOSED WINDOW AREA
232 st PROPOSED AREA
IF E IS GREATER THAN D OR LESS THAN C, PROCEED TO THE NEXT CALCULATION FOR THE WINDOW AREA ADJUSTMENT. IF NOT,
GO TO PART 2 OF 4
1, IF GREATER THAN D:
WINDOW
D. MAXIMUM STANDARD AREA E. PROPOSED AREA
ADJUSTMENT FACTOR
224 _ 232
= 0.966
(IF E =0, THEN ENTER C)
GO TO PART 4 OF 4 TO CALCULATE ADJUSTED AREAS.
2. IF LESS THAN C
WINDOW
C. MINIMUM STANDARD AREA E. PROPOSED AREA
ADJUSTMENT FACTOR
GO TO PART 4 OF 4 TO CALCULATE ADJUSTED AREAS.
ATRIUM HEIGHT Q FT
F c= 55' IF > 55'
ALLOWED = 5 ALLOWED % = 10
0.0bl x 1,0501= 52
ALLOWED % GR. ROOF AREA STANDARD SKYLIGHT AREA
W
0
PROPOSED SKYLIGHT AREA
IF THE PROPOSED SKYLIGHT AREA IS GREATER THAN THE STANDARD SKYLIGHT AREA, PROCEED
TO THE NEXT CALCULATION FOR THE SKYLIGHT AREA ADJUSTMENT. IF NOT, GO TO PART 2 OF 4,
1 IF PROPOSED SKYLIGHT AREA > STANDARD SKYLIGHT AREA,
SKYLIGHT
STANDARD SKYLIGHT AREA PROPOSED SKYLIGHT AREA ADJUSTMENT FACTOR
GO TO PART 4 OF 4 TO CALCULATE ADJUSTED AREAS.
EnergyPra 10 By EnergySoft User Number: 1239 Jab Number. 98167 Page 3 of 7
�r J
PROJECT NAME =719/98 Great Western Bank
o Loss
LL ❑ ❑ ❑
PROPOSED STANDARD
TABLE
ASSEMBLY NAME HEAT VALUES UA AREA UA
(e.g. Wall -1, Floor -1) AREA' CAPACITY U -VALUE Y N (B X D) (Adjusted) 11VALUE IF X G)
ront Wall 328 2.87 0.088 ® ❑ 29.0 336 0.092 30.9
Window 232 0.720 ❑ ® 167.0 224 1.230 275.5
oof 1.050 2.03 0.052 C ❑ 54.6 1.050,',,, 0.057 59.6
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
El
❑
❑
E]
[I
❑
❑
❑
Eli
❑
El
❑
❑
El
❑
❑
❑❑
' If Window and/or Skylight Area Ad Adjustment is Required.
a
use Adjusted Areas from Part 4 of 4.
Column E shell be
no greater than
Column H
251
251
This Page Total
Building Total
3s6
366
EnergyPro 1.0 By EnergySolt User Number: 1239 Job Number: 98167 Page 4 of 7
• VERALL ENVELOPE •D Part 3 of 4 ENV-2
PROJECT NAME DATE
Great Western Bank 7/9198
A] B❑
C❑ 0 0 0 0 []
I❑ K❑
PROPOSED
STANDARD
WDWS /SKYLGT NAME
(e.g, Wall-1, Floor -1) ORIENT.
WEIGHTING
FACTOR
AREA
SC
OVERHANG
TOTAL
(BxCxDuG)
AREA'
(ADJUSTED)
RSHG
(or SC")
TOTAL
(BXI %J)
H
V
WV
OHF
Window S
1.24
232
0.65
187.0
224
0.71
197.2
"Only SC used Column H shall be 107 This Page Total 197
for Skyliyltts no greater than
87 Building Total 197
Column K
° It Window and/or Skylight Area
Adlushnent ,, Required, use
Adjusted Areas from Part 4 of 4.
EnergyPro 1,0 By EnergyPro User Number, 1239 .lob Number 981137 Page: 5 of 7
DATE
Great Western Bank
7/9/98
yr
❑
�•r1 , era �
CHECK IF NOT APPLICABLE (See Part i of 4.)
❑
WALL NAME ORIENiATiON
(e.g. Wall -t, Wall-2) N E S W
❑
GROSS DOOR
AREA AREA
WINDOW
AREA
❑
IDW
ADJUST.
FACTOR
(From Part 1)
ADJUSTED INDOW
D X E
(D X E)
❑
ADJUSTED
WALL
AREA
B - (F + C)
Frort Well
❑ ❑ ® ❑
1:10 ❑ ❑
1:11:11:1 ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
1:11:101:1
❑
1:11:11:1
1:11:11:11:1
❑ ❑ ❑ ❑
❑❑❑❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑❑❑❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑❑❑❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
560
0
232
0.966
224
336
TOTALS
560
0
232
N/A
224
336
EK
Gkt;kkEAAbius-rMt�Nt(fALcLiLATi6ris
®
CHECK IF NOT APPLICABLE (See Part 1 of 4,)
ROOF NAME
(e.g. Roof -f, Roof -2)
GROSS
AREA
❑
SKYLIGHT
AREA
SKYLIGHT
ADJUST
FACTOR
(From Part 1)
❑
ADJUSTED
SKYLIGHT
AREA
(C X D)
❑
ADJUSTED
ROOF
AREA
(B - E)
TOTALS
N/A
EnargyPro 1.0 By EnergySoff User Number 1239 Job Number: 98167 Page 6 of 7
PROJECT NAME DATE
Great Western Bank 7/9/98
DESCRIPTION
Designer
Enforcement
®
§ 118(.)
Installed Insulating Material shall have been certilied by the manufacturer to comply with
the California Quality Standards for insulating material, Title 20, Chapter 4, Article 3.
®
§ 118(c)
All Insulating Materials shall be installed in compliance with the flame spread rating and
smoke density requirements of Sections 2602 and 707 of the Title 24. Part 2.
®
§ 117(.)
All Extenor Joints and openings in the building that are observable sources of air leakage
shall be caulked, gasketed, weattlerstnpped or otherwise seated.
§ 116(b)
Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the
building, arid shall be weatherslnpped (except for unframed glass doors and fire doors)
®
§ 116(a)1
Manulactured Doors and Windows Installed shall have air Infiltration rates not exceeding
those shown in Table Number 1 -E of the Standards. Manulactured fenestration products
must be labeled for U-value according to NFRC procedures.
§ 118(e)
Demising Walls in Nonresidential Buildings'
The opaque potions of framed demising walls in nonresidential buildings shall have
insulation with an installed R -value of no less than R -11 between framing members.
EnergyPro
10 By Energy5off User Number. 1239 Job Numbet: 98167 Page. 7 of 7
Vol III VV AV. V.
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mpm cycle mpabairy, flexibk Won -
dar prop= and monthly lrrigaticn
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CathtmUor set to wales berwom 5.:00
p.M. and 10:00 azi. etnd cop*
with ram shut -old' device
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landtr= manager atuvar maiwc*
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TTo��tya�lyy water doesesl�not exceed the
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awmate in compWite with tiro lhutdsc" samdar&
of the City-of Cepeatiao�Ld
landscape �g�
-� ►.�`� ice` � � �.. 1' -��
STATE OF
WMHINGTOM
iia5,,� d 6FRED
LANDSAFE ARCHITECT
KENNETH E. L Y
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e a 19.
AD quiuicler heads have serviceable
chak valets whoa vlmdan defereo-
dal will caase low bead dreiWa
SprWder system desipad for head -
Wbead Covasae
Coatrolla has multiple proPaaimluoo
aTm cycle capabclity, flexible ealea-
dar grog a and monthly irription
'cbednle
Cmaeller sec to w4mr batweau S:OQ
P.M aad 10:00 jc-m. cwd equipped
wit>b min shut-off device
Monthly isrigavon schedule given to
landampc rnabaW mWor nmitwa-
WAS cmalictar
wow twd6et included with plops
(&Mal)
Told water usip does not ext.eed the
&t1axlm= dawad w W gnaw e
9 homby certify that the abova iAt'mUdop is
WW= is compliII wish des smadacds
of the City-of Cupertino" aside
Ascblct:
Due; e ° /1 ° qg
8!i"FM STAUP IBM
e"a ATE ®V
LANDSC APE WHIM.,
y�
KENNETH Er LONE l
C ERTWIC;ATE ®o
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379
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Y" U it.
e a 19.
AD quiuicler heads have serviceable
chak valets whoa vlmdan defereo-
dal will caase low bead dreiWa
SprWder system desipad for head -
Wbead Covasae
Coatrolla has multiple proPaaimluoo
aTm cycle capabclity, flexible ealea-
dar grog a and monthly irription
'cbednle
Cmaeller sec to w4mr batweau S:OQ
P.M aad 10:00 jc-m. cwd equipped
wit>b min shut-off device
Monthly isrigavon schedule given to
landampc rnabaW mWor nmitwa-
WAS cmalictar
wow twd6et included with plops
(&Mal)
Told water usip does not ext.eed the
&t1axlm= dawad w W gnaw e
9 homby certify that the abova iAt'mUdop is
WW= is compliII wish des smadacds
of the City-of Cupertino" aside
Ascblct:
Due; e ° /1 ° qg
8!i"FM STAUP IBM
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LANDSC APE WHIM.,
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KENNETH Er LONE l
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Testing Engineers, Mc.
WORK REQUEST NUMBER 40818
PROJECT NUMBER 40818
Quality Assurance Services
Materials Consulting
Since 1954
COMPRESSRON TEST REPORT
CLIENT— DEB000 SAMPLE NUMBER 204433
PROJECT NAME
WAMUU(WASHINGTON MUTUAL)INTEGRATION PROJ
10250 Se DE ANZA BLVD., CUPERTINO, CA
DATE 11/10/98
TYPE OF SAMPLE REG. CONCRETE
OSA #dPERMIT S1256
_ P.O. #:N98 -012
SUPPLIER (CONCRETE) CENTRAL CONCRETE SPECIMENS MADE BY TUTTLE, TEI
MIX NUMBER 1255 WITNESSED BY
DATE SAMPLED 10/03/98
TICKET NO.: 433740 TIME SAMPLED 8 0 30
DATE RECEIVED 10/08/98
LOCATION IN STRUCTURE SLUMP 3 -3/4
SLAB ON GRADE @ NEW ADDITION FRESH UNIT WGT PCF= N/A
AIR TEMPERATURE OF 55
MIXTURE TEMPERATURE °F: 79
AIR CONTENT gib: N/A
DATE TESTED
10/10/98
11/02/98
11/02/98
00 /00 /00
ID NUMBER
3A
3B
3C
3D
MARK SPECIMEN
DIMENSION, inches
6X12
AREA, sq. inches
28.0
ULTIMATE LOAD,Ibs.
58000
94000
98000
ULTIMATE STR.. Psi
2070
336.0
3500
AVERAGE STR., psi
3430
AGE TESTED, DAYS
7
28
28
HOLD
DRY UgIT WEIGHT, Rd
SPXIRED
3000
3 0 0 0
SPECIMENS NOT SCHEDULED FOR TESTING WILL BE DISCARDED AFTER 28 DAYS OLD
REMARKS: SAMPLES TESTED IN ACCORDANCE WITH ASTM C -39 -96
CCo
01 DEB CONSTRUCTION
O1 DEB CONSTRUCTION REVIEWED BY
01 CITY OF CUPERTINO
ANTHONY WOODBECK
CONCRETE LAB SUPERVISOR
Corporate Office - 2811 Adeline Street, Oakland, California 94608 - (510) 835 -3142 - FAX (510) 834 -3777
Quality Assurance Services
Materials Consulting
W .i� — . _ A�� I(�� Since 1954
IW OCT 13 1998
Testing Engineers, hc.
COPAPRESSOON TEST REPORT
WORK REQUEST NUMBER 40818 CLIENT— DEB000 SAMPLE NUMBER 204433
PROJECT NUMBER 40818
PROJECT NAME
WAMU(WASHINGTON MUTUAL)INTEGRATION PROJ
10250 So DE ANZA BLVD., CUPERTINO, CA
DATE 10/27/98
TYPE OF SAMPLE REG. CONCRETE
OSA #PERMIT S1256
IP.O. #:N98 -012
SUPPLIER (CONCRETE) CENTRAL CONCRETE SPECIMENS MADE BY TUTTLE, TEI
MIX NUMBER 1255 WITNESSED BY
DATE SAMPLED 10/03/98
TICKET NO.: 433740 TIME SAMPLED 8.30
DATE RECEIVED 10/08/98
LOCATION IN STRUCTURE SLUMP 3 -3/4
SLAB ON GRADE @ NEW ADDITION FRESH UNIT WGT. PCF= N/A
AIR TEMPERATURE OF 55
MIXTURE TEMPERATURE °F: 79
AIR CONTENT No: N/A
DATE TESTED 10/10/98 11/02/98 11/02/98 00/00/00
ID NUMBER I 3A 3B 3C 3D
MARK SPECIMEN
DIMENSION, inches I 6X12
AREA, sq. inches 28.0
ULTIMATE LOAD, lbs. 58000
ULTIMATE STR., psi I 2070
AVERAGE STR., psi
AGE TESTED, DAYS 17 1 28 1 28 1 HOLD
ORT UOIT WEIGHT, ®d
SGXIGI® 2Tm111 .0
R111 111
SPECIMENS NOT SCHEDULED FOR TESTING WILL BE DISCARDED AFTER 28 DAYS OLD
REMARKS: SAMPLES TESTED IN ACCORDANCE WITH ASTM C -39 -96
CC*
01 DEB CONSTRUCTION
01 DEB CONSTRUCTION REVIEWED BY
01 CITY OF CUPERTINO
ANTHONY WOODBECK
CONCRETE LAB SUPERVISOR
Corporate Office - 2811 Adeline Street, Oakland, California 94608 - (510) 835 -3942 - FAX (690) 834 -3777
o . TESTING ENGINEERS, INC.
2811 Adeline St. '� '� �, ��;` PO Box 24075 510 835 -3142 510 834 -3777 fax
Oakland, CA 94608
Oakland, CA 94623 800 660 -3142
Oakland a Santa Clara a Diablo Valley
INSPEC'T'ION REPORT Week Ending: 10/09/98
PROJECT # 40818 TYPE OF INSPECTION:
Concrete Placement
PROJECT: PLACE OF INSPECTION:
WAMU (Washington Mutual) Integration Project Jobsite
10250 S. De Anza Blvd.
Cupertino, CA
Permit # S1256j
DATE
HOURS
INSPECTOR
10/03/98
4a
R. Tuttle
ICBO # 39704
Reported to Bob Shue of DEB Construction at the jobsite as requested.
Monitored loads arriving at the jobsite for correct mix and proper slump. Inspected placement operations and vibrating
procedures. Performed 1 slump test ( 3 -3/4 ") and cast 1 set of compression test specimens (4 each), Sample # 204433, for
Concrete Mix # 1255 from Central Concrete Supply Company #1, Inc., (specified strength 3000 psi, slump 4 ") for concrete
placed at slab on grade and footings at new addition at rear of structure. Total cubic yards placed: 33.
Inspected the placement of reinforcing steel for the above.
Work inspected was in compliance with approved job plans and specifications including drawing number number S1 and S2.
Reviewed by
David iH Palfiru
Special Inspection Division Manager
1c: DEB Construction /J. Aude
DEB Construction /B. Shue
City of Cupertino /Bldg. Inspection Dept.
Its
Testing Engineers, Inc.
Quality Assurance Services
Materials Consulting
'.�I,w 0 199 Since 9 954
COROPRESSOON TEST REPORT
WORK REQUEST NUMBER 40818 CLIENT— DEB000 SAMPLE NUMBER
PROJECT NUMBER 40818
PROJECT NAME
WAMU(WASHINGTON MUTUAL)INTEGRATION PROJ
10250 So DE ANZA BLVD., CUPERTINO, CA
SUPPLIER (CONCRETE)
MIX NUMBER 3
TICKET RIO.: 24523
LOCATION IN STRUCTURE
DEPRESSED VAULT SLAB
X
DATE 05/08/98
TYPE OF SAMPLE REG. CONCRETE
#:PERMIT S1256
0e #:N98 -012
SPECIMENS MADE BY UXUIXIMOlvU,
WITNESSED BY
DATE SAMPLED 04/23/98
TIME SAMPLED 7.50
DATE RECEIVED 04/24/98
SLUMP 3 1/4
FRESH UNIT WGT. PCF- N/A
AIR TEMPERATURE OF 52
MIXTURE TEMPERATURE OF.: 71
AIR CONTENT %: N/A
DATE TESTED
.ID_Ni MB
04/30/98
--1A
05/21/98
1B
05/21/98
1C
MARK SPECIMEN
– —
DIMENSION, inches
6X12
AREA, sq. inches
28.3
ULTIMATE LOAD. Ibs.
83000
ULTIMATE STA.. psi
2930
AVERAGE STA., psi
AGE TESTED, DAYS
7
28
28
DRY WIT MIGHT. 5d
WEIRS) $mm, c,
3000
3 0 0 0
SPECIMENS NOT SCHEDULED FOR TESTING WILL BE DISCARDED AFTER 28 DAYS OLD
REMARKS :SAMPLES TESTED IN ACCORDANCE WITH ASTM C -39 -86
CC:
01 DEB CONSTRUCTION
01 DEB CONSTRUCTION REVIEWED BY -4 01 CITY OF CUPERTINO
ANTHONY WOODBECK
CONCRETE LAB SUPERVISOR
Corporate Office - 2811 Adeline Street, Oakland, Califomia 94608 - (590) 835 -3942 - FAX (590) 834 -37l7
JUG 9 1999 .1
° r TW7CIhT_cG ]ENGINEERS, INC. f � 3
2811 Adeline St. PO Box 24075 510 835 -3142 510 834 -3777 fax
Oakland, CA 94608 Oakland, CA 94623 800 660 -3142
Oakland o Santa Clara o Diablo Valley
INSPECTION REPORT Week Ending: 4/24/98
PROJECT # 40818 TYPE OF INSPECTION:
Concrete Placement
PROJECT: PLACE OF INSPECTION:
WAMU (Washington Mutual) Integration Proj. Jobsite
10250 S. De Anza Blvd., Cupertino, CA
Permit # S1256
DATE
4/23/98
HOURS 4
INSPECTOR
D. Drummond
ICBO # 36974
Reported to Jim Aude of Deb Construction at the jobsite as requested.
Monitored loads arriving at the jobsite for correct mix and proper slump. Inspected placement operations and vibrating
procedures. Performed 1 slump test (3 -1/4 ") and cast 1 set of compression test specimens (3 each), Sample # 202194 for
Concrete Mix from Concrete Ready Mix Inc. at strength 3000 psi, slump 4 ") for concrete placed.at depressed vault slab.
Total cubic yards placed: 10.
Inspected the placement of reinforcing steel for the above.
Work inspected was in compliance with city approved job plans and specifications.
Reviewed by:
Terr . Egland
C.E. # 34132, exp. 6/30/99
lcc: DEB Construction /J. Aude
DEB Construction/ B. Shue
City of Cupertino /Bldg. Insp. Dept.