9806-198 (CSCS) Field Observation ReportJVA, Incorporated
1319 Spruce Street
Boulder, CO 80302
Ph: 303.444.1951
Fax: 303.444.1957
FIELD OBSERVATION REPORT (JVA8071-OR1)
Project: La Quinto Cinema JVA Project No. 8071
Location: La Quinta, California
Field Visit Number: 1
Date: 1-17-00 Time: 10:00 AM Weather: Cloudy, 750
Owner: Architect: Thorp Assoc.
General Contractor: DesertCities Development Superintendent: Parin Columna
Thisfield visitwas madetw observe the Prows and quality of the structural Portion of the consbuction work and determine whether that worts was in general conformance to the structural
portion of the Contract Documents. JVA's observations are intended to protect the trderest of the Owner and the public. JVA is not responsible for the Contractds work, work methods,
safety precautions, timeliness in performance of the work nor any other aspect of the construction for which the Contractor has responsibility.
The following items were observed:
1. Structural steel erection was substantially complete. Concrete slabs -on -grade and slabs on steel form
deck had not been poured yet. Non -shrink grout was observed below column base plates as required.
2. Angle bracing was in place to brace the bottom beam flanges as shown on plan and in Section 11/S4.
3. Where the mezzanine beams pocket into, and bear on the masonry walls, the non -shrink grout was not
in place below the beam bearings.
4. At the ends of the mezzanine, the nuts on the threaded rods that connect the deck support angles to
the walls were in place, but had not been tightened up.
5. At the roof, the deck welding appeared to be of the correct size and spacing.
6. The edge angle at the roof was in place and the threaded rods were correctly spaced. At several
locations where the rods fell on a joist pocket, the masonry cells were not grouted so that the rods could
not be anchored. High strength, non -shrink grout was being placed in these locations to allow for the
connections to be made..
7. The TS3x1'Ax3/16.were in place in the deck flutes as shown on plan and in Section 17/S5. These
appeared to be the correct lengths and the deck was welded as shown in the drawings.
8. Very few problems were found during this site visit. The contractor has taken care in the erection of
this building. The workmanship appeared to be of very high quality with all items that I observed in
place and in there proper position. The welds that I observed appeared to be the correct size, length,
and spacing.
JVA, Inc.
By. Gv
Chuck Wilkerson, P.E.
No. C C404
F4_4 - 3 h U 2
3M C0mpany->;17687714431
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To
Fax No.: 7607714431 +
From: 3M Fire Protection Products
3M Center, Bldg. 207-iS-02
5t. Paul, MN 55144-1000
Phone: 800-328-1687
Fax No.: 651-733-9017
AutoFax: 800-621-3090 ,
T0:
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Cover Page
PAGE 001
• . No. of pages including the cover page: 05
bate: Monday; February 07, 2000 4:27.22 PM
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Welcome to 3M Fire Protection Products AutoFax System!!
Use our AutoFax for:
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;,9Z/07/00 16:24:56 3M C0mpany–>:17687714431 TO:
System No. HW -D-0011
Assembly Ratings -1 & 2 Hr (See item 2)
L Rating—At Ambient Less Than 1 cfm/lin ft
L Rating At 400 F—Less Than 1 cfm/lin ft
Joint Width -1 In. Max
Movement Capabilities -25% Compression
SECTION A -A
1. Floor Assembly—The fire -rated fluted steel deck/concrete floor assembly
shall be constructed of the materials and in the manner described in the
individual Floor -Ceiling Design in the UL Fire Resistance Directory and
shall include the following construction features:
•A. Steel Floor And Form Units*—Max 1-2/3 in. deep min 22 ga galy or
phos/painted steel fluted units.
B. Concrete—Min 3 in. thick reinforced concrete, as measured from the
top plane of the floor units.
2. Wall Assembly—The 1 or 2 hr fire rated gypsum wallboard/steel stud
wall assembly shall be constructed of the materials and in the manner
described in the individual U400 - Series Wall or Partition Design in the
UL Fire Resistance Directory and shall include the following construction
features:
A. Steel Floor And Ceiling Runners—Floor and ceiling runners of wall
assembly shall consist of min 25 ga galy steel channels sized to
accommodate steel studs (Item 213). Ceiling runner to be provided
with 1-1/4 in. flanges. Ceiling runner secured to valleys of steel floor
units (Item 1A) with steel fasteners or by welds spaced max 24 in. OC.
B. Studs—Steel studs to be min 3-1/2 in. wide. Studs cut 1/2 to 3/4 in.
less in length than assembly height with bottom nesting in and
resting on floor runner and with top nesting in ceiling runner without
attachment. Stud spacing not to exceed 24 in. OC.
C. Wallboard, Gypsum* —Wallboard sheets installed to a min total
thickness of 5/8 in. and 1-1/4 in. on each side of wall for 1 and 2 hr
rated assemblies, respectively. Wall to be constructed as specified in
the individual Wall and Partition Design in the UL Fire Resistance
Directory, except that a nom 1 in. gap shall be maintained between
the top of the wallboard and the bottom of the steel floor units and
the top row of screws shall be installed into the studs 1-3/4 in. below
the valleys of the steel floor units.
3. Joint System—Max separation between bottom of floor and top of
wall (at the time of installation of joint system) is 1 in. The joint
system is designed to accommodate a max 25 percent compression
from its installed width. The'oint system consists of a forming
material and a fill material in tPe flutes of the steel floor units and
between the top of the wallboard and bottom of the steel floor units,
as follows:
A. Packing Material*—Min 3-1/2 in. thickness of min 4 pcf density
mineral wool batt insulation for 1 hr Rated Design, min 4-1/2 in.
thickness for 2 hr Rated Design, firmly packed into flutes of the steel
floor units and between the top of the wallboard and bottom of the
steel floor units, and recessed from each surface of wall to
accommodate the required thickness of fill material.
PAGE HBZ
T Protection
Products
* This material was extracted by 3M Fire Protection Products
3M Fire rl ote�Ch10n t 1 oducts from the 1998 edition of the UL Fire Resistance Directory
�PZ/O?/00 16Z5:49 '3M C0mpany->:17607714431 T0: PAGE 603
System No. HW -D-0011 - Continued
B. Fill, Void or Cavity Material*—Min 1/2 in. thickness of fill material
installed on each side of the wall in the flutes of the steel floor units
and between the top of the wallboard and the bottom of the steel
floor units (concrete floor), flush with each surface of wallboard.
Minnesota Mining & Mfg. Co.—FB-2000
' '`Bearing the UL Classification Marking
Ir
This material was extracted by 3M Fire Protection Products
3M Fire Protection Products from the 1998 edition of the UL Fire Resistance Directory.
A
�ezi07i00
A
16:26:19 3M C0mpany->;17607714431 T0:
System No. HW -D,-0012
Assembly Ratings -1 & 2 Hr (See Items 2, 313 & 3C)
• Joint Width -1 In. Max
Movement Capabilities -25% Compression
SECTION A -A
1: Floor Assembly—Min 4-1/2 in. thick steel. -reinforced lightweight or
normal weight (100-150 pcf) structural concrete.
2. Wall Assembly—The 1 or 2 hr fire rated gypsum wallboard/steel stud
wall assembly shall be constructed of the materials and in the manner
described in the individual U400- Series Wall or Partition Design in the
• UL Fire Resistance Directory and shall include the following construction
features:
A. Steel Floor And Ceiling Runners—Floor and ceiling runners of wall
assembly shall consist of min 25 ga galy steel channels sized to
accommodate steel studs (Item 2B). Ceiling runner to be provided
with 3 in. flanges. Ceiling runner installed within the U-shaped
deflection plate (Item 3A) with 1 in. gap maintained between the top
of ceiling runner and top of deflection plate.
B. Studs—Steel studs to be min 3-1/2 in. wide. Studs cut 1/2 to 3/4 in.
less in length than assembly height with bottom nesting in and
resting on floor runner and with top nesting in ceiling runner without
attachment. Stud spacing not to exceed 24 in. OC.
C. Wallboard, Gypsum* —Wallboard sheets installed to a min total
thickness of 5/8 in. and 1-1/4 in. on each side of wall for 1 and 2 hr
rated assemblies, respectively. Wall to be constructed as specified in
the individual Wall and Partition Design in the UL Fire Resistance
Directory, except that a nom 1 in. gap shall be maintained between
the top of the wallboard and the lower surface of the floor and the top
row of screws shall be installed into the studs 3-1/2 in. below the
valleys of the steel floor units.
3. Joint System—Max separation between bottom of floor and top of
wall (at the time of installation of joint system) is 1 in. The joint
system is designed to accommodate a max 25 percent compression
from its installed width. The joint treatment system consists of a
deflection plate, packing material and caulk, as follows:
A. Deflection Channel—A nom 4 in. wide by 3 in. deep min 24 ga steel
U-shaped channel. Deflection channel secured to lower surface of
floor with steel fasteners spaced max 24 in. OC. The ceiling runner
(Item 2A) is installed within the deflection channel to maintain a 1
in. gap between the top of the ceiling runner and the top of the
deflection channel. The ceiling runner is not fastened to the deflection
channel.
B. Packing Material—The following packing materials are used:
Mineral Wool—A 1 in. thickness by 4 in. wide section of min 4 pcf
density mineral wool batt insulation is fitted into the 1 in. gap within
the deflection plate between the top of the ceiling runner and the
deflection plate..
Polyethylene Baker Rod (2 hr rated system only)—A nom 3/4 in.
thick by 1 in. wide polyethylene backer rod friction -fitted into the gap
between the top of the gypsum wallboard and the bottom of the
PAGE 004
This material was extracted by 3M Fire Protection ProdUCts
3M Fire Protection -Products from the 1998 edition of the UG Fire Resistance Directory.
BZ/07/00 16:27:11 3M Company ->;17607714431 T0: PAGE 005
System No. HW -D-0012 - Continued
concrete deck on both sides of the wall and recessed from each
surface of wall to accommodate the required thickness of fill material.
C. Fill, Void or Cavity Material*—A min 5/8 in thickness of fill material
for 1 hr rated systems and a min 1/2 in. thickness of fill material for
2 hr rated systems installed on each side of the wall between the top
of the wallboard and bottom of the concrete floor.
Minnesota Mining and Manufacturing Co.—FB-2000
*Bearing ,the UL Classification Marking
4
��//�� Protection
]., + * Products
* This material was extracted by 3M Fire Protection Products
3M Fire r l o Lebon t 1 oducts from the 1998 edition of the UL Fire Resistance Directory.
b
4
��//�� Protection
]., + * Products
* This material was extracted by 3M Fire Protection Products
3M Fire r l o Lebon t 1 oducts from the 1998 edition of the UL Fire Resistance Directory.
le:K`g:�tY.h�tr1/AN�i'rrdt `'ri"'M1`NNY*�1�}'ti{'�R"7"'�✓d!t' �Ca�A>�;,,�'r.rr-*^,r"r-.,.-•'�'�,"'�
1• - ,r '! it
QEarth Systems Consultants
MZWK Southwest
79-811B Country Club Drive
Bermuda Dunes, CA 92201
(760) 345-1588 • (800) 924-7015
DAILY REPORT OF, INSPECTION OF STRUCTURAL STEEL
SB/R.S CO. GOV. UBC TITLE 21/24 OTHER
Building Permit No. %6 — 19 DSA Application No.: Date of Inspection:
Project Name: 4A QV I N -M Ci t.l P_6vt A Job No.: 62 A o'Z O OZ
Project Address: `18-t+0 III LA 0- -T;%
,A.n t
Architect: Structural Engineer: TLAA-
General Contractor: 1,e �-2-- C l Z1/ S Sub Contractor:
v
TYPE OF INSPECTION: Field/Shop Welding Bolting Other
Description of Work Inspected:
(Q X % 1AJ W L,,4 y o y i CLA, tMe. ''_ '1
Ll e_L,
h13SN�,Udi1 of, /)c-�c� OA -'M
t
J
-J
Unresolved Items:
Welding Operators & Certification Numbers:
Type of Electrodes:
I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion.`
ti
Inspector's Name/No. 1 ���� �"'0 � Inspector's Signature
_
All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum. V
In addition, any inspection extending past 12 pm will be an 8 hour minimum.'
Contractor's Representative
1313-M-400 (10198) Copy 1 ESC Lab Copy 2 Project Superintendent Copy 3 Governing Agenc�.
Earth Systems Consultants
•`� Southwest
79-811 B Country Club Drive
Bermuda Dunes, CA 92201
(760) 345-1588 • (800) 924-7015
DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY
SB/R.S CO. GOV. UBC TITLE 21/24 OTHER
Building Permit No.: t % t d cl) A) DSA Application No.: Date of Inspection: `� .r Z -3 �
Project Name: . %,,; „_§ 0, -r. i- i- t Job No.. 67 .-L ---- �
M
Project Address: ' f Y 1 IL 1, ioF., 'r -
Architect: Architect: Structural Engineer: �A.
General Contractor: r. t : L 4� £ , Sub Contractor: k- A,:
TYPE OF INSPECTION: Teinforcing Unit Placement�i Grout Spaces Cleanouts Grouting Other
Description of Work Inspectee
Unresolved Items:
Descriptive Location of Samples:
Slump:
f�
Grout Temp: Time in Mixer: Supplier: Admixture:
Water Added: . Air Temp: Type Cement: Mix Design: I.D. Mark:
n
C.M.U. Unit Sizes & Colors: I I X 'N .X t 14i C V Bond Pattern: Mortar Type:
I hereby certify that I havi inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion.
C
!ns ector's Name/No.
/rt >.g._ /Err 2.�; r.E
p � nspector s Signature
ev
All inspections based on a minimum of 4 hours; over 4 hours will be anB hour minimum.
In addition, any inspection extending past 12 pm will be an 8 hour minimum.
BD -M-401 (10/98) Copy 1 ESC Lab
Contractor's Representative
Copy 2 Project Superintendent
Copy 3 Governing Agency
QEarth Systems Consultants
Southwest
79-811 B Country Club Drive
Bermuda Dunes, CA 92201
(760) 345-1588 • (800) 924-7015
DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY
SB/R.S CO. I GOV. UBC TITLE 21/24 OTHER
r,,3 c,rs,n — � � � fM
Building Permit No.: rte � DSA Application No.: Date of Inspection: �` / fQ �fi ✓
Project Name: — - u f ea S�: .,^� -k.& � Job No.. �% A "�.'"' 0- ..
Project Address:;
Architect: 1 06 + Structural Engineer: 3 N41. +
General Contractor. :-`„-�? �/ + Sub Contractor:_ `` t"v' �� =� �, rte:'
TYPE OF INSPECTION: rReinfo g'� `Unit Place_ Grout Spaces Cleanouts Grouting Other
Description of Work Inspected: of
B
/pp ({ J(j yty C - ' ![.y,} (p4 /vH l rf� ,�ei(o;♦p )
Z b• PS'� ^ 3 SJ°+� B ' � 6 �� t�� Q .• i'! �6 C t Al Y t � �..d. S �K. �.: � � t � "t �' C � � ..{
p r � t `yyr`►a:K''
tra.t:V�i d}C f"is L��"•� t+' P� i�'4 'C i' 9 {- `..6i� �eE.. 4.
Tr t
� t
Unresolved Items'" id f:' '�' �L?f-'
Descriptive Location of Samples:
Slump: Grout Temp: Time in Mixer: Supplier: Admixture:
Water Added: Air Temp: Type Cement: Mix Design: I.D. Mark:
C.M.U. Unit Sizes & Colors: Bond Pattern: Mortar Type:
I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. ,Final report issued at project completion.
t4 k
p p i4`• F
Inspector's Name/No. ��r 1.P !r;'.; ��`°/ �'G ""_ Inspector's Signature % fit✓' �.�.=?
dY
All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum.
In addition, any inspection extending past 12 pm will be an 8 hour minimum.
Contractor's Representative
130•M-401 (10/98) Copy 1 ESC Lab Copy 2 Project Superintendent Copy 3 Governing Agency
Earth Systems Consultants 79-811B Country Club Drive
�= Bermuda Dunes, CA 92201
•�,� Southwest (760) 345-1588 • (800) 924-7015
DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY
, SB/R.S CO. GOV. UBC TITLE 21/24 OTHER
Building Permit No.:.r ry a
DSA Application No.: Date of Inspection: t
K,
Project Name: A. � •�_e,; ',� � �� > '',r,° - P_
Job No.. _' ' % % -� C r
r Project Address: %' —_7 [ 11ct�,,�A., l y '
t t" �'r�
Architect: �1 010 r, Structural Engineer: T Q, a�1
General Contractor: Dk- Sub Contractor:
TYPE OF INSPECTION: .ReinforcingnUnit Placements Grout Spaces Cleanouts Grouting Other
Description of Work Inspected:
1—Z i7/ 1 t. y
Y a tiJ
Unresolved Items: _
Descriptive Location of Samples:
Slump: Grout Temp: Time in Mixer:
Water Added: Air Temp: Type Cement:
C.M:U. Unit Sizes & Colors:
Supplier:
Mix Design:
Admixture:
I.D. Mark:
Bond Pattern: Mortar Type:
I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion.
Inspector's Name/No. r ,- r �,�,;,,./Lr ;g •i( ,` l J r,'
Inspector's Si nature fj ���.:a°•r r; -.,�!�
All inspections based on a minimum of 4 hours; over 4 hours;ill be an 8 hour minimum.
In addition, any inspection extending past 12 pm will be an 8 hour minimum.
Contractor's Representative
80-M-401 (10/98) Copy 1 ESC Lab Copy 2 Project Superintendent
Copy 3 Governing Agency
% Earth Systems Consultants
MZ%W71 Southwest
79-811 B Country Club Drive,
Bermuda Dunes, CA 92201
(760) 345.1588 - (800) 924-7015
• DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY
SB/R.S CO. GOV. UBC TITLE 21/24 OTHER
Building Permit No.:—, DSA Application No.:
Date of Inspection:
Project Name:
Job No.:
Project Address:
dj, X\ -d;
Architect:
—Structural Engineer: i 1 Q
General Contractor:
Sub Contractor:
TYPE OF INSPECTION: Reinforcing Unit Placement Grout Spaces Cleanouts Grouting Other
Description of Work Inspected:
Grout Temp:
—Time in Mixer:
Supplier: Admixture:
Water Added:
71 -Z <
—Type Cement:
Mix Design: I.D. Mark:
IL
44J.
cA IE
4
'13 r--, A
\-4
Ta, o� f
k
<
r
T A
Unresolved Items:
Descriptive Location of Samples;
Slump:
Grout Temp:
—Time in Mixer:
Supplier: Admixture:
Water Added:
Air T6mp:
—Type Cement:
Mix Design: I.D. Mark:
C.M.U..Unit Sizes & Colors: Bond Pattern: — Mortar Type:
I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion.
—7.1 4..
Inspectors Name/No
Inspector's Signature
All irispe6tions based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum.
In addition, any inspection extending past 12 pm will be an 8 hour minimum.
Contractor's Representative
80-M-401 (10/98) Copy 1 ESC Lab Copy 2 Project Superintendent Copy 3 Governing Agency
Earth Systems Consultants 79-811B Country Club Drive
Bermuda Dunes, CA 92201
.`� Southwest (760) 345-1588 • (800) 924-7015
DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY
SB/R.S CO. GOV. UBC TITLE 21/24 OTHER
Building Permit No.: -' 5 DSA Application No.: Date of Inspection: �7
Project Name: d ; u t� ? 1,L� -. Job No.. 0
rp
Project Address: � �~ -t4 Q 1-11 c&\L,3?•
Architect: 4�,. 3�! O P._ I Structural Engineer:
General .Contractor: ? ` S t K Z-) Sub Contractor: , (X. ��i �. r., %'J �0__
TYPE OF INSPECTION:Reinforcing {Unit Placement -Grout Spa a Cleanouts 'G'-r�outing } Other
Description of Work Inspected:
R -Y
Q;r i
dd
i
Cr
Unresolved Items:
Descriptive Location.of Samples:_
� i IQ
t
Slump: j
Admixture:p_'7 xer:�FriSupplier:
Water..Added: tAir Temp: ^� Type Cement: Mix Desi n: ��D .
Design: I.D. Mark:
C.M.U. Unit Sizes & Colors: s ? .y �' ��t °- tfr Bond Pattern KU P "- Mortar Type:
I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion.
eq
Inspector's Name/No. 55 r o Inspector's Si nature zi/J"'
i
All inspections based on a minimum of 4 hours; over 4 hours willi. an 8 hour minimum. " i
In addition, any inspection extending past 12 pm will be an 8 hour minimum.
BD -M-401 (10/98) Copy 1 ESC Lab
Contractor's Representative
Copy 2 Project Superintendent .
Copy 3 Governing Agency
i .
' Earth Systems Consultants
ZW Southwest
79-811 B Country Club Drive
Bermuda Dunes, CA 92201
(760) 345-1588 • (800) 924-7015
DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY
SB/R.S CO. GOV. UBC TITLE 21/24 OTHER
Building Permit No.:� DSA Application No.: Date of Inspection:
Project Name: ' ^+ +•F• �= ` � t`: Ia�•Ar- 2,_ Job No.
P
Project Address: �'a�.t.f',� +? ,F L -'u f,-)
1)721-7.C,— 01
Architect: E t � Structural Engineer: 77, iw . A
�-� k• Vl C" Sub Contractor. t' f 4f�.
General Contractor:—
............
TYPE OF INSPECTION: Reinforcing 6nit•Placement ,� Grout Spaces Cleanouts Grouting Other
Description of Work Inspected: �� � �' � e�;� �� � ,`� � �� �. r� �' �� �" t- 1E. iye - t& � • ! ��
le,,.jA i'E 3 �.I S , i ..`, T LJ '• �1
S ., D f:-_ RE P i b V C.) <
f
l Ip r � W. i �.i , 5 - � rte, y ���✓ ��: .h'�� dr ` 3 .
Unresolved Items:
Descriptive Location of Samples:
Slump
Grout Temp: Time in Mixer:
Water Added: Air Temp: Type Cement
C.M.U. Unit Sizes & Colors:
Supplier:
Mix Design:
Bond Pattern:
Admixture:
I.D. Mark:
Mortar Type:
I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion.
Inspectors Name/No.>y� Inspector's Signature
� ���=',����•
s
4i
All inspections based on a minimum of 4 hours: over 4 hours will be an 8 hour minimum.
In addition, any inspection extending past 12 pm will be an 8 hour minimum
Contractor's Representative
BD -M-401 (10198) Copy 1 ESC Lab Copy 2 Project Superintendent
Copy 3 Governing Agency
Earth Systems Consultants
Southwest
79-811 B Country Club Drive -
Bermuda Dunes, CA 922014'
(760) 345-1588 • (800) 924-7015
DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY
SB/R.S CO. GOV. - UBC TITLE 21/24 OTHER
Building Permit No.: `� fiat "" DSA Application No.: Date of Inspection: v. l 'i
Project Name: U ,d�..a�.. x:_. Job No.: D"17
Project Address: 7 � `�` `' if f ¢ r '{�a4-A
-a i
Architect: Structural Engineer: , TT
General Contractor: l.wr:_ S L : _.. _ Sub Contractor:
TYPE OF INSPECTION: Reinforcing
Description of Work Inspected:
Of f4A (_Y P t,
Unit Placement .!Grout Space!;, Cleanouts routing) Other
�^ =%r- � < "? �: f�-I d^� h N 'a �s � 4
IEi` /44 f f c 4 . ..n��r i'� b �� D C
9.
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Unresolved Items:
Descriptive Location of Samples:
Slump: Grout Temp: Time in Mixer: ° .,a Supplier: ._'•,Fx� ' L. ([/ Admixture:
Water Added: Air Temp: Type Cement: Mix Design: I.D. Mark:
1.C.M.U. Unit Sizes & Colors: i � '� f ' �'� i Bond Pattern: Ka tf p, kj,? Mortar Type:
I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion.
ti i � 3t
Inspector's Name/No. �' F• t Fri: n E a R Inspector's Signature22
All inspections based on a minimum of 4 hours; over 4 hours wio be an 8 hour minimum.
In addition, any inspection extending past 12 pm will be an 8 hour minimum.
BD -M-401 (10198) Copy 1 ESC Lab
• Contractor's Representative
Copy 2 Project Superintendent
Copy 3 Governing Agency
- Earth Systems Consultants 79-8118 Country Club Drive
Bermuda Dunes, CA 92201
.•`, Southwest (760) 345-1586 • (800) 924-7015
_DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY
SB/R.S CO. GOV. UBC TITLE 21/24 OTHER
Building Permit No.: DSA Application No.:
Project Name: �_ /,,%� 7A t: tz
/ ��
Project Address: _78" Z'�Q �:�. �� �� _/ r . , 1-1 4i c.r
Date of Inspection:
— Job No.: G c..
Architect: • Ff P 4
Structural Engineer:
17— 11)r
�
General Contractor: �: �° r .-. s
Sub Contractor:
r
TYPE OF INSPECTION',.._Reinforcing �--.Qnit Placemen Grout Spaces Cleanouts Grouting
—_ _ _ -•- .
Other
Description of Work Inspected:
%
r
Z,,, A
Unresolved Items:
►,
Descriptive Location of Samples:
Slump: Grout Temp: Time in Mixer: Supplier: Admixture: _
Water Added: Air Temp:
C.M.U. Unit Sizes & Colors:
Type Cement: Mix Design: 1. D. Mark:
Bond Pattern: Mortar Type:
I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion. fr.t
Inspector's Name/No. lu' '! 37 :k' Inspector's Signature f��
All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum.
In addition, any inspection extending past 12 pm will be an 8 hour minimum.
BD -M-401 (10/98) Copy 1 ESC Lab
Contractor's Representative
Copy 2 Project Superintendent
Copy 3 Governing Agency
i
Earth Systems Consultants 79-811B Country Club Drive
Bermuda Dunes, CA 92201
.•`� Southwest (760) 345-1588 • (800) 924-7015
DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY
SB/R.S CO. GOV. UBC TITLE 21/24 OTHER
Building Permit No.: DSA Application No.: Date of Inspection: �1 30 r
Project Name: `� �' A.7 A �, &, R Job No.: f1 Z
Project Address: 7.r' 7 :p C.% (1r k; r A- Lx r„> `{
' J
Architect: I el p 9. g Structural Engineer: ZZ P At
General Contractor: Sub Contractor:
TYPE OF INSPECTION: Reinforcing Unit Placement 'Grout Spaces Cleanouts Grouting
Description of Work Inspected: � .x-�c -rte � .� 17� ,c>
/ z
/�✓ �a 1 :� !%f l: t: ,y3..(f -?"iL.. „c- t•4:�fi r a� _
Other
� c �• - : ;
r
Unresolved Items:
0
I
V
,
Descriptive Location
of Samples:
Slump: Grout Temp:
Water Added: Air Temp:
C.M.U. Unit Sizes & Colors:
Time in Mixer:
Type Cement:
Supplier:
Mix Design:
Bond Pattern:
Admixture:
I.D. Mark:
Mortar Type:
I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion.
/il J
Inspector's Name/No. 11. Inspector's Signature
All inspections based on a minimum of 4 hours; over 4 hors will be an 8 hour minimum.
In addition, any inspection extending past 12 pm will be an 8 hour minimum.
BD -M-401 (10/98) Copy 1 ESC Lab
Contractor's Representative
Copy 2 Project Superintendent
Copy 3 Governing Agency
Earth Systems Consultants 79-8118 Country Club Drive
Bermuda Dunes, CA 92201
®rlql%�"71 Southwest (760) 345-1588 • (800) 924-7015
DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY
SB/R.S CO. GOV. UBC TITLE 21/24 OTHER
•Building Permit No.: DSA Application No.: Date of Inspection: � t 1,9
Project Name: i_ 0 �,61.! 71
Job No.: C'7
Project Address: r 7
Architect, . r; r, Structural Engineer: NJ, tk
General Contractor: Sub'Contractor: 4 0 1�, 16-, 9
TYPE OF INSPECTION: Reinforcing 1) -nit Placement Grout Spaces Cleanouts ( Grouting Other
Description of Work Inspected: b St. 4L "-
t��
t5Dd?
`t c^., P-.�'� E� �.1 � is +r..ai G` -f,t -Y Vii" it� � � tiP � •1_' �-1�-.� ; h
C+ A 1/: h". 5 Ne C) k
Unresolved Items:
t
Descriptive Location of Samples:
Slump: Grout Temp: Time in Mixer: 0 1'- 4 Supplier:<21_- -f),1: P-- Admixture:
Water Added: Air Tem '
p:' ti.. Type Cement: Mix Design: �% �^�^ V LD. Mark:
C.M.U. Unit Sizes & Colors: ' �- ,c� x t 1 U f� �;� Bond Pattern:�Mortar Type:
I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion.
� r s"`AoInspector s Name/No. w Inspector's Signature i�.)7�S .
j
All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum.
In addition, any inspection extending past 12 pm will be an 8 hour minimum.
BD -M-401 (10/98) Copy 1 ESC Lab
Contractor's Representative
Copy 2 Project Superintendent
Copy 3 Governing Agency
0Earth Systems Consultants
Southwest
79-811 B Country Club Drive
Bermuda Dunes, CA 92201
(760) 345-1588 • (800) 924-7015
DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY
SB/R.S CO.' GOV. UBC TITLE 21/24 OTHER
Building Permit No.:
Unit Placement
DSA Application No.:
Date of Inspection:4.
Project Name: e A
1
(, 7fi �;' 7-
Job No.:
Project Address: �1r
7 ic'l R q
OA ,o ! e LA Qt,.o A
Architect:
{
,J
Structural Engineer:
ZY• \1 A
General Contractor:
r
Sub Contractor:
t:.. Ll A
TYPE OF INSPECTION: Reinforcing
Unit Placement
Grout Spaces Cleanouts
Grouting Other
Description of Work Inspected: b5E- L-A e1p
ct.,4 r4 �1 t
(, 7fi �;' 7-
L '. ( ?
�1r
lly C 1n A i i
` 1b
{
,J
1 _
`c ii ��}�N ii'CLI� i `,
r+ .
Y F
Unresolved Items: _� .�P.+p- 1A.J 0 9 r -5
Descriptive Location of Samples:
Slump: InGrout Temp: Time in Mixer: Supplier: -.5"-40-- -2 Admixture:
Water Added: Air Temp: Type Cement: Mix Design: I.D. Mark:
C.M.U. Unit Sizes & Colors: 1 ' _ {.n + (G ,7. ` v' Bond Pattern: -4 Mortar Type:
1 hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion.
I f i �Inspector's Name/No. Signature
J
All inspections based on a minimum of 4 hours; over 4 hourdwill be an 8 hour minimum.
In addition, any inspection extending past 12 pm will be an 8 hour minimum.
Contractor's Representative
BD -M-401 (10/98) Copy 1 ESC Lab Copy 2 Project Superintendent Copy.3 Governing Agency
Earth Systems Consultants 79-811B Country Club Drive
Bermuda Dunes, CA 92201
•�� Southwest (760) 345-1588 • (800) 924-7015
DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY
SB/R.S CO. GOV. UBC TITLE 21/24 OTHER
Building Permit No.: 16U0 4 i i DSA Application No.:
Date of Inspection: 1i` ``
Project Name:
�—C-
Job No
Project Address:
c -- l t 4 j�
j!E�
k "A. �✓ j � �
t� � . �, � -t
Architect: T�_10 0_0 Structural Engineer: �1 ➢,
General Contractor: !� e i/t..?- .
Sub Contractor: Pe.
TYPE OF INSPECTION: Reinforcing Unit Placement Grout Spaces Cleanouts Grouting Other
Description of jWork Inspected: rJ` ��E 12 E,.s-. ! D 41 C c §kAii� 41J
! All � n 11 �C? 1 f.4 1 r` ( i _ re i 'j c � . 0 a n c� , w t �"
Unresolved Items:
Descriptive Location of Samples:
Slump: Grout Temp: Time in Mixer:
Water Added: Air.Temp: Type Cement:
C.M.U. Unit Sizes & Colors:
Y- "A,S-. 1 1 S Ste•,L .�,- A �,
Supplier: Admixture:
Mix Design: I.D. Mark:
Bond Pattern: Mortar Type:
I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion.
Inspector's Name/No.) r, 3ir.,, /; �,Si; i'f 1 ? r �. 13
. Inspector's Signature
i
All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum.
In addition, any inspection extending past 12 pm will be an 8 hour minimum.
BD -M-401 (10/98) Copy 1 ESC Lab
Contractor's Representative
Copy 2 Project Superintendent
Copy 3 Governing Agency
Earth Systems Consultants
�r Southwest
79-811 B Country Club Drive
Bermuda Dunes, CA 92201
(760) 345-1588 • (800) 924-7015
DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY
SB/R.S CO. GOV. UBC TITLE 21/24 OTHER
Building Permit No.: &2& f ? DSA Application No.: I Date of Inspection: s ! qi-9
Project Name: `ri.•..::_ vf,_ Job No.:0
Project Address: ` -'� i �+ F t
Architect: .� �� b� V Structural Engineer:
�a
General Contractor:.�V' �� t'•
Sub Contractor: >
TYPE OF INSPECTION: ('Reinforcing "? (Unit Placemen Grout Spaces Cleanouts
Grouting
Other
Description of Work Inspected: �= �' t:- - '=
5
t+ +1 f �j,O L.AA ',) p
AA C, 1O C
i � 0,v .L , ' ,
r • 1 = �+ r,a � =� � �, � a:: , :�. , �:- r r�.n :�
C, dl\j <_
p� te u c
t
l
U'
Unresolved Items:
d
Descriptive Location of Samples:
Slump: Grout Temp: Time in Mixer: Supplier: Admixture:
Water Added: Air Temp: Type Cement: Mix Design: I.D. Mark:
C.M.U. Unit Sizes & Colors: Bond Pattern: Mortar Type:
I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion.
Inspector's Name/No. // :)1 { r,�j Viz: • fj ! ? << E } j �f 1 ` 11 `
P Inspector's Signature�-
All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum.
In addition, any inspection extending past 12 pm will be an 8 hour minimum.
Contractor's Representative
BD -M-401 (10/98) Copy 1 ESC Lab Copy 2 Project Superintendent Copy 3 Governing Agency
Earth Systems Consultants
Southwest
Building Permit No.
Project Name:
79-811 B Country Club Drive
Bermuda Dunes, CA 92201
(760) 345-1588 • (800) 924-7015
DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY
SB/R.S CO. GOV. UBC TITLE 21/24 OTHER
Date of Inspection- itz1b 11901
Job No.. r)�_L*Z. 0 .- 0 Z_
ProjectAddress: -79 7 `?/ �t � , ?�,. ;r� :, LA
fA
Architect: N O P p Structural Engineer: �r �ij 1 A
General Contractor: 0 V_ S _—s Sub Contractor: qiL
TYPE OF INSPECTION: -,,,Reinforcing `nit Placement.' Grout Spaces Cleanouts Grouting Other
Description of Work Inspected �`�. 4- Ll L.c .� /) le r�—�=} "i <, �:•o•e
' 1` -� ami 1 '� t ' C1d f') iti -n t ` j �' Y -t 1. , e N t k
r
W
DSA Application No.: _
-
't� �✓ � . f�,f ° Dee. P p o rz c -sem
Unresolved Items: �� /-� �,�a 4 r=
i
Descriptive Location of Samples:
Slump: Grout Temp: Time in Mixer: Supplier: Admixture:
Water Added: Air Temp: Type Cement: Mix Design: I.D. Mark:
C.M.U. Unit Sizes & Colors: /Z Y 1 t 3 ; 41,A? Q� ; r uF„��,
� � � I hereby certBond Pattern:
1 +} Mortar Type:
certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion.
Inspector's Name/No. �J' i ` '1)(,,.4�{�+? i j t i� ” _ L/ Inspector's Signature - i'
,...� t
s
All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum.
In addition, any inspection extending past 12 pm will be an 8 hour minimum.
Contractor's Representative
BD -M-401(10198) Copy 1 ESC Lab
Copy 2 Project Superintendent
Copy 3 Governing Agency
Earth Systems Consultants 79-811B Country Club Drive
Bermuda Dunes, CA 92201
•�, Southwest (760) 345-1588 • (800) 924-7015
DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY
SB/R.S CO. GOV. UBC TITLE 21/24 OTHER
Building Permit No.: �"' @`� DSA Application No.: Date of Inspection:3 1 -off', + 99
t
Project Name: L—a s : _ r c,. `i tro, ..±1 °t:- .: Job No.: ' `Z, -T..0-- 0: '2—
Project
Project Address:
-Architect: 1 s:� Structural Engineer: E
General Contractor: Sub Contractor:"
TYPE OF INSPECTION: Reinforcing
Description of Work Inspected:
Unit Placement Grout Spaces Cleanouts Grouting Other
f
Unresolved Items:
Descriptive Location of Samples:
Slump: Grout Temp: Time in Mixer: Supplier: Admixture:
Water Added: Air Temp: Type Cement: Mix Design: I.D. Mark:
C.M.U. Unit Sizes & Colors: Bond Pattern: Mortar Type:
I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion.
Ii L
f
Inspector's Name/No.� [gyp' nInspector"s Signature
`f<
All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum. 1
In addition, any inspection extending past 12 pm will be an 8 hour minimum
Contractor's Representative
BD -M-401 (10/98) Copy 1 ESC Lab r Copy 2 Project Superintendent
Copy 3 Governing Agency
Earth Systems Consultants
1711 Southwest
79-811 B Country Club Drive
Bermuda Dunes, CA 92201
(760) 345-1588 • (800) 924-7015
DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY
SB/R.S CO. GOV. UBC ITITLE 21/24 OTHER
Building Permit No.: _ 9 Mb — 19 DSA Application No.- Date of Inspection:
Project Name: L k G? J T N Job No.: 0 7 Zr-'L O — a~) "Z
Project Address:_ 7S—I I10 HJQJ, tori
Architect:
Structural Engineer: r ,
General Contractor: Ot :s f- RT C"► 4-( E.5 Sub Contractor: Pt.,VZ-5 A
TYPE OF INSPECTION: Reinforcing _ Unit Placement
t
Description of Work Inspected: Dh--T,.X i
�9' ,
Grout Spaces CleanoutsGro_ uti D Other
LWAr
! d=1 � O X, *' k v C 4 E C4 • 6A..) tom. : �' -t -C r . -4.
I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion.
Inspector's Name/No. b i• ,�, t j?r' '± ► �ZJ '�
Inspector's Signature
All inspections based on a minimum of 4 hours; over 4 hours1will be an 8 hour minimum.
In addition, any inspection extending past 12 pm will be an 8 hour minimum.
BD -M-407 (10/98) . Copy 1 ESC Lab
Contractor's Representative
Copy 2 Project Superintendent
Copy 3 Governing Agency
,
Unresolved Items:.
nr 61,g•
Descriptive Location
of Samples: -J>
J4a?�
Slump: Grout Temp:
Water Added: Air Temp: -
C.M.U. Unit Sizes & Colors:
Time in Mixer:
Type Cement:
Supplier: Admixture:
Mix Design: I.D. Mark:
Bond Pattern: Mortar Type:
I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion.
Inspector's Name/No. b i• ,�, t j?r' '± ► �ZJ '�
Inspector's Signature
All inspections based on a minimum of 4 hours; over 4 hours1will be an 8 hour minimum.
In addition, any inspection extending past 12 pm will be an 8 hour minimum.
BD -M-407 (10/98) . Copy 1 ESC Lab
Contractor's Representative
Copy 2 Project Superintendent
Copy 3 Governing Agency
Earth Systems. Consultants
Southwest
79-811 B Country Club Drive
Bermuda Dunes, CA 92201
(760) 345.1588 • (800) 924-7015
DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY
SB/R.S CO. GOV. UBC TITLE 21/24 OTHER
Building Permit No.: 91;&442 / OIS DSA Application No.: Date of Inspection:
Project Name: LA�� yr��K. e 1..." ®.
Job No.:0-71,
�.�
Project Address: -7
Architect: +*• o O -D
Structural Engineer: A
General Contractor: 1 u-st�:ALT 1 E °s Sub Contractor: ' a N�
...........
e
�--
TYPE OF INSPECTION: Reinforcing Unit Placement ,rout Spaces) Cleanouts Grouting Other
Description of Work Inspected:
Descriptive Location of Samples:
Slump:
I 4 ,..1AII..1
Grout Temp:' Time in Mixer: Supplier: Admixture:
Water Added: Air Temp: Type Cement: Mix Design: I.D. Mark:
C.M.U. Unit Sizes & Colors: Bond Pattern: Mortar Type:
I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion.
Inspector's Name/No. �% �=il cllIS15 t t �U ` Inspector's Signature
r
All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum.
In addition, any inspection extending past 12 pm will be an 8 hour minimum.
BD -M-401 (10/98) Copy 1 ESC Lab
Contractor's Representative
Copy 2 Project Superintendent
Copy 3 Governing Agency
Earth Systems Consultants 79-811B Country Club Drive
Bermuda Dunes, CA 92201
•�� Southwest (760) 345-1588 • (800) 924-7015
DAILY REPORT OF INSPECTION OF STRUCTURAL MASONRY
SB/R.S CO. GOV. UBC TITLE 21/24 OTHER
Building Permit No.: DSA Application No.: Date of Inspection: I t��
Project Name: 4 st.t r-) "� C)
Job No.: �� .. "'�,.. "'�._ � �- �.� 7—
Project Address: -79 -7 L/ eek -6 1 6 j A `J ? Z. A 0 g
Architect: �� Vi o 9.,) � ��
0
General Contractor: )f- S fr 12 i 4 S _11;�
TYPE OF INSPECTION: Reinforcing Unit Placement
Description 'of Work Inspected: b s � ;a -o e_
Structural Engineer: �, �•
Sub Contractor: T,A V
Grout Spaces Cleanouts Grouting Other
C a ti 104 11-1�w U. 'S t14
A.5
A. A
12 r) t- ' 4
A.X z-`,
�r
r
,
Unresolved
Items:
.09
Descriptive Location of Samples:
Slump
Water Added
Grout Temp:
Air Temp
C.M.U. Unit Sizes & Colors:
Time in Mixer:
Type Cement:
Supplier:
Mix Design:
Bond Pattern
Admixture:
I.D. Mark:
Mortar Type:
I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion.
2-1,60
Inspector's Name/No.
P - Inspector's Signature
All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum.
In addition, any inspection extending past 12 pm will be an 8 hour minimum.
Contractor's Representative
BID -M-401 (10/98) Copy 1 ESC Lab Copy 2 Project Superintendent Copy 3 Governing Agency
Earth Sysfems Consultants _ - �; 79 8F11B Country Club Drive
T• Bermuda Dunes, CA 92201
Southwest ` - ('760) 345-1588 • (800) 924-7015
DAILY REPORT OF INSPECTION OF STRUCTURAL STEEL
SB/R.S CO. J GOV. UBC TITLE 21/24 OTHER
a tom( 9 9
Building Permit No.: DSA Application No.: Date of Inspection:
Project Name: LA Quto-TA ! 1 cele. wA 140 � � — O% �,
Job No.: 1
Project Address: 4-1- 0 V IN LA Q l./ (� Tf-'S--
Architect: �`�'�~ Structural Engineer: ' V` A`
General Contractor: 52 -�Sub Contractor: AA
TYPE OF INSPECTION: Field/Shop / ' eldin Bolting Other
Description of Work Inspected:
Q 9SC t2, l.2DE�S 0+' T-9AA- '(0t-( . 4,Cca"t_.S'
�-• 113 P(aV=c-aA-- C Ti, "314-" A(( -Ne e.4� w/ —2 tr —ZA,,6-eJ
11
-- 1(0 6)-C , us (,,N `1 41 L-tq : T e- L 0 a /9�-Z .ao-ot c
Unresolved Items:
Welding Operators & Certification Numbers:�N 6:
Type of Electrodes: Cl 0 ( 9
I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion.
A
Inspector's Name/No. �� �Inspector's Signature
' r
All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum.
In addition, any inspection extending past 12 pm will be an 8 hour minimum. -
Contractor's Representative r
BD -M-400 (10/98) Copy 1 ESC Lab Copy 2 Project Superintendent Copy 3 Governing Agency
JAN. 24. 2000 11: 06AM 19705864145 FAGS I M I L E N0. 009 P. 2/2
#TA l
To:LAtte:
Fax: S f 2'i # of Pages: 2
Comments:
olLowl � W kke
-V 12 /'St V5
�� rr ► � .
From:rlL I L44a
THORP ASSOCIATES, P.C. Architects, Planners, Interiors
131 Stanley Ave. • P.O. Box 129 • Estes Park, CO 80517 • Local:970.586.95 8 •Metro:303.534.1378 •Fax:970.586.4145
..d- C/D
CV W
Hanger Detail
g I ti Scale: " - V-0"
Y
One hour roof assembItj to meet
U.L. P225, as required by code
Membrane rOOf system
4" rigid irsulation
5/B" gyp. W. provided by
roofing contractor
- 1 1/2" ntl decking
- 9 qa. hanngqcr wire to
ccmN gri-a bciow O
wire shall loop m1n. 10
penetrate gyp. W. al:
Vm
0 m
HDI
off
Product 1 1 1 Uses
All ACFoam products consist of state-of-the-art poly isocyanu rate
foam with superior fire performance characteristics and the ability
to retain high R -Values. Products are offered in a variety of
thicknesses, providing R -Values from 6.0 to 30.3. Each ACFoam
product is manufactured with exceptional strength, using
dimensionally stable facers to add toughness to the boards.
ACFoam-11"' and Tapered ACFoam,- feature the Atlas closed- .
cell poly isocyanurate foam core integrally laminated to heavy,
black (non -asphaltic), glass fiber reinforced felt facers. These
facers exhibit a superior resistance to the potentially harmful effects
of strong solvents used in fully adhered single -ply systerns. These
products are suitable for all single -ply systems, but are the only
ACFoam products recommended for fully adhered, single -ply
applications. ACFoam-lI and Tapered ACFoam are also
recommended for BUR or modified bitumen membrane systems.
ACFoam-1'"' has the Atlas closed -cell poly isocyanurate foam core
integrally laminated to white glass fiber facers on both sides. This
product is specifically recommended for all hot asphalt or coal tar
BUR and modified bitumen membrane systems. Fully adhered
single -ply systems should not be applied directly to ACFoam-I;
however, mechanically attached and loose -laid ballasted single -
Standard
Thicknesses
&Thermal
Dimensional Stability
Values"
Less than 2% LinearChange
Compressive Strength
ASTM D-1621
20 PSI
Water Absorption
Nominal
Thickness
sr
ACFoam-I/ACFoam-II
ACFoam
Supreme
R -Value C -Value R•Value
C -Value
1.0"
6.0
.167
7.5
.133
1.2"
7.5
.133
8.5
.118
1.3"
8.3
.120
- 9.1
.110
1.4"
9.1
.110
10.1
.099
1.5"
10.0
.100
11.2
.089
1.6"
11.0
.091
12.1
.082
1.8"
12.5
.080
13.1
.076
2.0"
14.3
.070
15.2
.066
2.3"
16.7
.060
16.9
.059
2.5"
18.0
.056
18.4
.054
2.6"
19.0
.053
19.2
.052
2.7"
20.0
.050
20.2
.049
3.0"
22.0
.045
22.2
.045
3.2"
24.0
.042
24.2
.041
3.4"
25.0
.040
25.3
.039
28.3
.035
4.0"
30.0
.033
30.3
.033
ply membranes may be used.
to y can emperature. All test
ACFoam Supreme"' has a polyisocyanu rate foam core and features
tri -laminate foil facers and provides the highest R -Value per inch
of any of the ACFoam products. The product is specifically
designed for use with mechanically attached and loose -laid ballasted
single -ply membrane systems. ACFoam Supreme cannot be used
directly with hot asphalt or torch applied systems.
For information on ACFoam Composite'" and ACFoam Nail
Base Insulation'•, contact an Atlas Sales Representative.
Codes1 Compliances*
ACFoam Insulations comply with the requirements of the following
specifications, test and code requirements when installed properly:
• Federal Specification HH-I-1972/GEN(All ACFoam products)
HH -1-1972/2, Class I • ACFoam-]/ACFoam-Il/'raperedACFoam
H]-1-1-1972/1, Class 1 • ACFoam Supreme _
• Metro -Dade County, Florida No. 89-0509.3.
• California State Insulation Quality Standards & Title 25
Foam Flammability Criteria (License #TC 1231).
• BOCA, ICBG, and SBCCI Sections on Foam Insulation.
• FM Standard 4450/4470 Approval for Class 1 insulated roof
deck construction (Refer to FM Guide for specific systems).
• UL Standard 1256 Classification (ACFoam-I/ACFoam-II/
Tapered ACFoam): Insulated metal deck construction assemblies;
Const. # 120 & # 123.
• UL Standard 790 Classification (ACFoam-I/ACFoam-Il/
Tapered ACFoam): Class A with most roof membrane systems.
See UL Building Materials Directory.
• UL Standard 263 Fire Resistance Classification (ACFoam-I/
ACFoam-ll/Tapered ACFoam): The hourly rated listings are
P225, P230, P232, P243, P254, P259, P508, P5,10, P514, P701,
P710, P71 1, P713, P715, P717, P718, P719, P720, P801, P814,
P815. P817, P818 and P819. See UL Fire Resistance Directory.
specimens were conditioned in accordance with procedures outlined to PIMA Bulletin No. 101 and
RIC/rIMA Bulletin No. 281-1.
•• Other thicknesses available upon special request.
Inches to millimeter conversion: I inch - 25.4 mm.
Ask about the Atlas 20 Year Limited
Thermal Warranty
Typical
Property
Test Method
Typical Results
Dimensional Stability
ASTM D-2126
Less than 2% LinearChange
Compressive Strength
ASTM D-1621
20 PSI
Water Absorption
ASTM C-209
Less than 1% By Volume
Moisture Vapor
Transmission
ASTM E-96
Less than One (1) Perm
Product Density
,ASTM D-1622
Nominal 2.0 lbs. per
cubic foot
Flame Spread (foam core)
ASTM E-84
25"
Service Temperature
-
-100°F to +250°F Max
• The physical properties listed above are presented as typical average values asdeterminedbyaccepted
ASTM test methods and are subject to normal manufacturing variation. This date is offered as a service
to our customers and is subject to change. All information can be confirmed by contacting Atlas.
•• "rhe numerical ratings as determined by ASTM Test Method E-84 are not intended to reflect hazards
presented by this or any other material under actual fire conditions.
PIMA, U
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