Barry University Residence Hall4
CAN'ONDESIGN
0.tl_
NOV 0 7 2111
RO OGOO.CGa00
SUBMITTAL IDENTIFICATION SHEET
To be completed by ContractodCM
Project Name/Address/Number
Barry University Residence Hall
11300 NE 2nd Ave
Miami Shores, FL 33161
Cannon Design Project No. 03617.00
Owner
Barry University
Architect / Engineer
Cannon Design
Submitted By
Charlie Amdall
Contractor / CM Submittal No. Cannon Design Submittal No.
Hill York
Drawing / Detall Reference Specification Section/ Paragraph
M -0002 08 91 00
Manufacturer / Supplier item / Product ID
United Enertech
Priority:
® Critical
Required Date:
August 3, 2011
To be completed by Reviewer
Cannon Design Submittal Number and Received Date
Requirements for Submission to Cannon Design
Shop Drawings:
Product Data:
Samples:
XL
❑ B.
No Exceptions Taken
No further review of submittal is required.
Make Correction Noted
Incorporate corrections in work resubmission is not required unless
otherwise noted.
❑ C. Revise and Resubmit
Revise as noted, and resubmit for further review.
❑ D. Rejected
Remarks or Deviations Submittal not in compliance with Contract Documents.
XE. For Record Only
Received for record purposes only.
Contractor I CM Certification
(submittals not certifiied wig be returned without review)
CONSTRUCTION MANAGER
MOSS & ASSOCIATES, LLC
Barry University Residence Hall — Job No. 2010023
Submittal No. 000014
IXI
Reviewed
❑ Reviewed as Noted
I I Reviewed as Noted — Resubmit
P1Not Approved- Resubmit
Review of this submittal is for general conformance with contract requirements.
Subcontractor/Vendor is responsible for dimensions, quantities, & coordination with
other trades. Approval does not relieve SubconuactovVendor ofhis responsibilities to
fully comply with the contract documents.
By C. Arnda11
Date:. 08/02/2011
C. Amdall August 2, 2011
Reviewed by Date
Review is for conformance with the design concept of this project and for general compliance
with contract documents. Contractor is responsible for quantities, dimension: and complance
with contract documents and for information that pertains to fabrication processes, construction
techniques and coordination of this work with all trades which will be affected thereby. This
review is null and void if submittal deviates from contract documents and does not Indicate or
note deviations.
AIE Comments
SUBMITTAL RECIEVED FOR RECORD
ONLY. COURTESY REVIEW CONDUCTED
FOR COORDINATION WITH
ARCHITECTURAL SCOPE OF WORK.
P. Mendola
08.15.11
Reviewed by
Date
08/08
' M9SS
Moss & Associates, LLC
2101 N Andrews Avenue 300
Ft Lauderdale FL 33311
Submittal
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Moss & Associates, LLC
Barry University Residence Hall
Barry University Residence Hall - Cntrl Job
000014
OAL & EAL Louvers
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Moss & Associates, LLC
Charlie Amdall
Moss & Associates, LLC
Charlie Amdall
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Received Moss & Associates, LLC Moss & Associates, LLC Created: AUG 02, 2011
Charlie Amdall Charlie Amdall Sent:
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Sent Moss & Associates, LLC Created: AUG 02, 2011
Charlie Amdall Sent:
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Charlie Arndall Sent:
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Forwarded Moss & Associates, LLC Moss & Associates, LLC Created: AUG 02, 2011
Charlie Amdall Charlie Amdall Sent:
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Charlie Amdall
AUG 02, 2011
August 02, 2011
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Submittal No.
x
CONSTRUCTION MANAGER
MOSS & ASSOCIATES, LLC
Barry University Residence Hall — Job No. 2010023
000014
Reviewed
Reviewed as Noted
Reviewed as Noted — Resubmit
Not Approved — Resubmit
Review of this submittal is for general conformance with contract requirements.
Subcontractor/Vendor is responsible for dimensions, quantities, & coordination with
other trades. Approval does not relieve Subcontractor/Vendor of his responsibilities to
fully comply with the contract documents.
By C. Arnda l l Date: 08/02/2011
HVAC Associates, Inc
Manufacturers Agent
CORPORATE HEADOUARTERS • SE FLORIDA
P.O. Box 1355 • Pompano Beach, Florida 33061 -1355
Broward (954) 783 -4892 • Dade (305) 949 -5126
Palm Beach (561) 734 -8602 • Fax (954) 783 -4893
PROJECT:
LOCATION:
ARCHITECT:
ENGINEER:
CONTRACTOR:
DATE:
CENTRAL FLORIDA
254 C. R. 427, • Suite #220 *Longwood, FL 32750
Office (407)-339-2930 • Fax (407) 339 -5970
Florida Only Toll Free • (R66)-339-2930
UBMITTAL
BARRY UNIVERSITY RESIDENCE
MIAMI, FLORIDA
CANNON DESIGN
KIMLEY -HORN & ASSOCIATES, INC.
UNIVERSAL DIVERSIFIED ENTERPRISES
JULY 8, 2011
SUBMITTED BY: RICHARD RUSSO
MANUFACTURER:
MATERIAL:
HVAC ASSOCIATES, INC.
100 SW 5" COURT
POMPANO BEACH, FL. 33060
PHONE: 954 -783 -4892
FAX: 954-783-4893
E -MAIL ADDRESS: info@hvacfl.com
WEB PAGE: www.hvacassociates.com
Ndr 6'.
tESK
D AVM
AMID AS MI
01tEt MUM
D FORM THUM= Ea
O
ALVIBID
O IEUl OPPUM 114
MUM STE=
SAID
UTE
UNITED ENERTECH
LOUVERS OAL-
1. 615Es MALL 444.141 AQP
UwQ Dachas r G.S rex. 4. 21s S Arta QUt..+T. Tibs
NOTE: MATERIALS WILL BE RELEASED TO MANUFACTURER FOR FABRICATION AND SCHEDULED AS DIRECTED BY CONTRACTOR UPON RETURN OF A
REVIEWED /APPROVED SUBMITTAL. ALL SUCH MATERIAL WILL BE RELEASED AS SUBMITTED UNLESS NOTED.
SUBMITTAL DATA
MODEL DCSED -5.i 5" DEEP WIND DRIVEN RAIN / HURRICANE LOUVER
MIAMI -DADE APPROVED
MIAMI -DADE COUNTY, FLORIDA NOTICE OF ACCEPTANCE #: 09- 0922 -11 (EXPIRES 11 -20 -2013)
FLORIDA BUILDING CODE PRODUCT APPROVAL #: FL13937
STANDARD CONSTRUCTION:
FRAME:
.081 Extruded Aluminum 5.10" Deep
BLADES:
.081 Extruded Aluminum on approximately 2° centers.
JBIRDSCREEN:
.75" x .051" Flattened Aluminum in removeable frame.
Screen is mounted as standard on inside (rear) as looking
from exterior of building.
FINISH:
Mill Aluminum (Std)
MINIMUM SIZE:
12"w x 12"h
OPTIONS:
XFlanged Frame (1.5" std.)
OG.I...J 101f
A LABLE FINISHES:
❑P • ' er Polyester TGIC (2 coats) baked on at 0 °F,
2.5 mils Meets AAMA -2603 Standards
El Pow. =•`'; • . • er durable polyester (2 coats) .: ed on at
410"F, 2 o 3.5 mils Meets AAMA -2604 •, Standards
Maximum Design Pressure Rating
41504 -160.0 est
Large Missile Impact Resistance
'Feeding neuron I to accordance Wilt
VW eMton Florida Building Code.
2"
1 5.10"
MAXIMUM SIZE LIMITATIONS
+1-60 psf maximum design pressure
+/_150 psf maximum design pressure
single section
multi- section
single section
multi- section
72" w X 120.11
unlimited width
X 120"h
• W X 84fi
unlimited width
X 84°h
❑Acrylic .: enamel (ACRA -BONDe %URA)
byAkzoNobet ,: ed on at 350 °F. 0.8 t. 12 treks dry
MeetsAAMA- •x. Standards
D Kynar® (ALUM -A ` TAM) 2 coats
byAkzoNobet bak .` ,, at 450 °F, .2 to 1.6 mils dry
MeetsAAMA- 2604 -••. tandard
❑ Kynar 500® or HYLA - +u 0 .r w TRINARe (2 coals) by
AkzoNobet baked on at - ;, • , 12 to 1.6 mUs dry, Meets
AAMA 2605 -05 Standards
p Kynar 5008) or HYLAR0 w °} r ° Tri- Escent 11)
(2 coats) by AkzoNobel, ' •....'_- ish to other metallic or
anodized finishes. A • of mica. ' ramie, and inorganic
pigments creates s .e yet dazzling ": 'gn that goes
beyond metallic ••, without the requ ent of a dear
coat. 14 standard .• ors - custom colors -.: Uable. Baked
on at415°F,1.4 o 1.8 mils dry. meets 2605 -05.
❑ Clear Anodiz ' 204 R -1 Class II (AA -C22A3 ` r.4 to 0.7 m3)
❑ Clear An • e 215 R -1 Class 1(AA- C22A41M> mil)
❑ Integral • • for Anodize (AA- C22A42X >0.7 mil)
• Clear t available for an above finishes.
• HyI= y, 5000 Is a registered trademark of Solvay SotexI ; nc.
• Kyn ' 500 Is a registered trademark of Arkema.
• A M A•STARM 50 and TRINAR® are registered trade -';, of AkzoNobel
• RA -BOND® ULTRA is a registered Trademark of AkzoN
NOTE Please specify the
following for proper construction
of mounting hardware.
Wall Thickness
Design Wind Load
Substrate
(Concrete or Steel)
CERTUND
•
trtortracnt
n,Io COMIC'
ifaCtUIRVOIIIIL
• 'Width and Height dimensions are approximately 114" under listed size.
Due to continuing research, United Enertech reserves
the right to change specifications without notice.
gaited
enertesh
3005 South Hickory Street
Chattanooga, Tennessee 3740?
Tek(423)690.7715
Fax (423) 698 -6629
w wv.unitedenertech.com
MODEL DCSED5.1(Wind Driven RalnlHurdaana Lauver vd multiple series drain)
DRAWN SY:
cu
DATE:
0dcbar 2CW
REV. DATE:
April 2010
REV. ND.
7
APPROVED BY:
BOT
DWG. NO.:
A -23
Model DCSED -5.1 Louver Performance Data
Lauver
fnellea
Wind n) Vetacity
{mph)
' Me - Inches
29
s
Lams
12
18
24
30
36
42
48
54
60
65
72
78
84
90
98
102
108
114
120
lofts
• "112;
- 031.::
X051
0.70
090
110:
129
•e
r n :'
:`:
._ :
t!y
)g'
e3,85
•12
18
0.49
0.80
1.10
1.41
1.72
2,43
2.03
'•2;8$0
2.33
ELMEEEMOLUMUMMIZMILMIUMEMEEN
2.84
2.95
328
3.57
3.87
Mai
449
4.80
5.10
5.41
5.72
6.03
,:8511.
18
24
0.8 ' •
x`1.12
1.86".
,1.99
30
0.99
1.61
2.24
2.86
3.48
4.11
4.73
5.38
5.98
8.60
7.23
7.85
8.48
9.10
9.72
10.35
10.97
11.80
12.22
30
'$8.•
lit ::':1.90
263,
337
4.11-
'4;84:
MUM
6.89
7.80
'
8.71
EEIXIMIMUMETIMIEEIMEZIn
962
1053
11.44
12.35
13.26
14.17
16.08
15.98
18.89
14.40
17.80
_ 36
42
42
1.44
2.35
3.26
4.17
5.08
5.98
48
`1 "62'.
,2 .64
3.68 -_
: :4.68
5.70
6;%2.
r74:3
>$3Z*
10
�L
+K
` I
unta
'(9.03"
48
54
1.82
2.98
4.11
526
6.41
7.55
8.70
9.85
10.99
12.14
13.29
14.44
95.58
16.73
17.88
19.02
20.17
21.32
22.47
54
80
.2121
..345
4.79.
6.13
7.48
8.80
fa
"14:1S
2P83.*MEMEM
22.56
24.01
25.46
28.91
c^8:17
28.35
.60
86
66
2.29
3.74
5.19
6.84
8.08
9.53
10.98
12.43
13.87
EEEI
18.77
18.22
18.67
21.11
;72.:249;.
,;'4.07
544
:712
8.79
'1037
r=
'.r
M
i
3044
72
78
2.79
4.56
6.32
8.09
9.85
11.61
13.38
laa
16.91
18.87
20.43
2220
23.98
25.73
27.49
2925
31.02
32.78
34.55
78
8 `.
90
297 <'.'x4.84
3.17
5.17
8. 4:
7.17
,860
9.18
10.47,
11.18
12.35
13.18
MEMO'
15.18
17.19
1919
1905
21.19
23.19
XE'
25.19
UI'
M
'
'.16:72
' 94
27.20
29.20
31.20
33.20
.`E.
35.21
37.21
3921
90
96.:•
`3,47.
5.88
7.85`•
10.04
12.24
14 A3
gaz4Ent
Zfee
Wag
EMIEZzinUe-IMMEEI
'3a.5,%
40,73
:4192
88
102
3.85
5.95
8.25
10.55
12.88
15.16
17.46
19.77
22.07
24.37
26.67
28.98 31.28
33.58
35.8e
40.49
42.79
45.10
102
108
;3.85
:526
8.71-
11.14
13.57
.16;00
; 851M'"
27.72
30.34
--i'"'i .iLC
32.96
isi
' tEr
�38.18
"il
l
48,58
108
114
4.15
6.77
9.38
12.00
14.62
17.24
19.88
22.48
25.10
35.58
38.19
40.81
43.43
46.05
48.67
51.29
114
429
; 4.32
: 7.05
9.78
12.51
1524
.17:97`
2b -Emma 28-90
EarifiMMEMOMHZE1E12
,5104
: 53.47
120
The Beginning point of WATER PENETRATION
Iles above
1250 FPM
free area velocity at .01 o2. of water penetration
WIND DRIVEN RAIN
' Discharge Loss Intake
Wind n) Vetacity
{mph)
Class
29
3
50
3
0
Wind Driven Rain
Penetration Classes
Class
Effectiveness
A
1to0.89
8
0.98910 0.95
C
0.949 to0.80
0
Below 0.8
TAS 100(A) -95 WIND DRIVEN RAIN RESISTANCE TEST
(LOWER WITH OPTIONAL CD -151)
WIND MOWN
MPH (KPN)
RAIN FALLRATE
INAiR. (M81069.)
ALLOWABLE PENETRATION
OZ (ML)
ACTUAL PENETRATION
OZ (ML)
35 895)
8.8 (224)
0
0
10(113)
8.8)
0
0
90(145)
8.8 (224)
1.44 (42.6)
0
110 (TM
8.804)
0.48(14.2)
0
Dixharga loss waded Ia Out dl0retcaia's Sow clan opaitg
4iri4ed by actual flow rabeta tuarcethesame ale.
Class
Discharge Less
1
0.4 end tie
2
0.3 to 0.399
3
0.2to0.
4
.0199 anti below
(we higher the ceel1tteol seams easWmemt0 w.)
`AMCA Classes for maximum allowable water penetrations
Test size 1m x 1m(39"x39")core
41 ?"w x 41 "h Nominal(1.05m x 1.04m)
10
9
8
7
6
5
4
3
2.5
2
1S
io
9
8
7
$
5
2 4
3
25
2
1s
AIR FLOW RESISTANCE
45 2 25 3 5 6 7 5 910 4.5 2 2.5 3 4 5
SCALE X100
SCALE x1000
PRESSURE DROP
INTAKE & EXHAUST
FREE AREA VELOCITY (FT /MIN)
Based on STANDARD AIR- .07519. per cubic 1001.
Ratings do not Include the effects of screen.
SIZE TESTED: 48° X 48"
5 79910
200 amnia (8irvh) Rainfall & 32 m/s
(50 mph) Wind Velocity
Ventilation AM Coro
Velocity m!s ((pm)
Water Pona(ralion
Effacttye*ess'
'Water Penetration
Classt9 alton
0.0 (0)
08.3
B
0.49 (96)
98.0
8
1.10 (217)
97.0
e
1.47 (289)
97.0
B
1.92 (378)
96.3
8
2.53 (499)
95.3
8
2.89 (570)
94.2
C
3.43 (676)
88.9
C
3.89 (766)
85.2
C
`AMCA Classes for maximum allowable water penetrations
Test size 1m x 1m(39"x39")core
41 ?"w x 41 "h Nominal(1.05m x 1.04m)
10
9
8
7
6
5
4
3
2.5
2
1S
io
9
8
7
$
5
2 4
3
25
2
1s
AIR FLOW RESISTANCE
45 2 25 3 5 6 7 5 910 4.5 2 2.5 3 4 5
SCALE X100
SCALE x1000
PRESSURE DROP
INTAKE & EXHAUST
FREE AREA VELOCITY (FT /MIN)
Based on STANDARD AIR- .07519. per cubic 1001.
Ratings do not Include the effects of screen.
SIZE TESTED: 48° X 48"
5 79910
t
Model DCSED -5.1 Single Unit Installation
NOTE (1)
'Number of louver panel units
needed to achieve the opening
overall height may vary. However,
maximum unit height shall not
exceed values shown on schedule.
MULTIPLE
MAX. UNITUNIT HEIGHT
HEIGHT (`UNLIMITED)
(SEE -For single
SCHEDULE) section
widths only
72" MAX. UNIT WIDTH I
(FOR ALL DESIGN LOADS)
Notes:
(1)1.5" x 1.5" x .125" alum. continuous vertical angle attached
to louver jambs with .25 "3 x .75" long tek screws, 8" o.c., and
attached to substrate as listed in the table below.
ANCHOR SPACING SCHEDULE AT JAMBS
WITH (1.5" X 1.5" X .1251 ALUM. ANGLE)
DESIGN
WIND
LOAD
(PSF)
SINGLE
UNIT
WIDTH
MAXIMUM FASTENER SPACING (/n.)
.25•0 X 2" LONG
TAPcONS
TO CITE
.2510 X 2' LONG
7APCONS
TO CMU BLOCK
.25.0 X1- LONG
TEK SCREWS
TO STEEL
75 OR LESS
48
8" 0.c.
7 -1/2" o.c.
8" o.c.
60
8" o.c.
6" o.c.
8" o.c.
72
8" O.C.
5" O.C.
8" O.C.
> 75 TO 110
48
8" o.c.
5" o.c.
8" o.c.
60
8" o.c.
4" 0.c.
8" o.c.
72
r c.c.
3" o.c.
7 1/2" o.c.
> 110 TO 150
48
8" 0.0.
3 -1/2" o.c.
8" o.c.
60
6 -1/2" o.c.
3" o.c.
6 -1/2" 0.0.
72
5" o.c.
N/A
5 -1/2" o.c.
FOR MULTIPLE SECTION WIDTHS, PLEASE CONSULT FACTORY.
MORE INFORMATION AVAILABLE ON NOA DRAWINGS.
(APPROVAL NO. 08- 1003.07)
DESIGN
WIND
LOAD
(PSF)
MAX
UNIT
HEIGHT
40
120"
45
120"
50
120°
55
120"
60
120"
65
120"
70
120"
75
119"
80
115"
85
112°
90
108"
95
1060
100
103"
105
100"
110
98"
115
96"
120
94"
125
92"
130
90"
135
89"
140
87"
145
85"
150
84"
MIAMI -DADS
COUNTY
BUILDING CODE COMPLIANCE OFFICE (RCCO)
PRODUCT CONTROL DIVISION
MIAMI DADE coLJ iTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305)375-2901 FAX (305) 372 -6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade.l ovlbaildingcode
United Enerteeh
3005 South Hickory Street
Chattanooga, TN 37407
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of
construction materials. The documentation submitted has been reviewed by Miami -Dade County Product
Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County
and other areas where allowed by the Authority Having Jurisdiction (AH.I).
This NOA shah not he valid after the expiration date stated below. The Miami Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Model SED -5.1 Aluminum Louver witteSe without CD-151 Damper
APPROVAL DOCUMENT: Drawing No. 09 -167, titled "SED -5.1 Louver System with or without CD -151
Damper Assembly", sheets 1 through 16 (including sheet 4A) of 16, dated 09108/09, prepared by Tilteco,
Inc., signed and sealed by Walter A. TilIit Jr., P.E., bearing the Miami-Dade County Product Control revision
stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal ofNOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 08- 1003.07 and consists of this page 1 and evidence page B-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 09- 0922.11
Expiration Date: November 20, 2013
Approval Date: November 12, 2009
Page 1
United Euertecb
NOTICE 01? ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 09 -167, titled "SED -5.1 Louver System with or without CD -151 Damper
Assembly ", sheets 1 through 16 (including sheet 4A) of 16, dated 09/08/09, prepared
by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E.
B. TESTS
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
2) Large Missile Impact Test per FBC, TAS 201 -94
3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
Along with marked-up drawings and installation diagram of Model SED -5.1 Louver
System, prepared by American Test Lab of South Florida, Test Report No. 0514.01-
08, dated 09/15/08, signed and sealed by William R. Mehner, P.E., and Henry Hattem,
P.E.
2. Test Report on Wind and Wind Driven Rain Resistance Test per TAS 100(A) -95 of a
Model CD -151 Parallel BIade Damper, prepared by PRI Asphalt Technologies, Report
No. UEC- 001- 02 -01, dated 02/08/05, signed and sealed by Charles L. Thomas, P.E.
"Submitted under NOA # 08- 1003.07"
C. CALCULATIONS
1. Anchor, stress and deflection calculations, prepared by Tilteco Inc, dated 09 /09/09,
sheets 1 through 13 of 13, complying with F.B.C. 2007, signed and sealed by Walter
A. Tillit Jr., P.E.
2. Anchor, stress and deflection calculations, prepared by Tilteca Inc, dated 09 /17/08,
sheets 1 through 79 of 79, complying with F.B.C. 2004 ;signed and sealed by Walter
A. Tillit Jr., P.E.
"Submitted under NOA # 08- 1003.07"
D. QUALITY ASSURANCE
1., Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. No financial interest letter issued by Tilteco, Inc., dated 09/10/09, signed and sealed
by Walter A. Tillit Jr., P.E.
2. Code compliance letter issued by Tilteco, Inc. on 09 /10/09, signed and sealed by
Walter A. Tillit Jr., P.E.
3. Test compliance letter issued by American Test Lab of South Florida on 0'/15/08,
signed and sealed by William R. Mehner, P.E., and Henry Hattem, P.E.
Carlos ' . Utrera, P.E.
Product Control Examiner
NOA No. 09 -0922.11
Expiration Date: November 20, 2013
Approval Date: November 12, 2009
E -1
sue:
1) SE -5.1 LOUVER SYSTEM 187111 OR WITHOUT CD-151 DAMPER SHOWN ON THIS PRODUCT APPROVAL
DOCUMENT (PA.O.) HAS BEEN WANTED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE
FLORIDA BULGING CODE
THIS SED -5.1 LEANER SYSTEM W101 OR W1D{OUT 00-151 DAMPER MAY BE INSTALLED AT HIGH VELOCAY
H
DESIGN NI D ZONES LOADS SHALL ALL BE DETOURED StHI PER
IN ORDER TO VERY THAT COMPONENTS ON TINS (PAD., SECTION 1620 WERE NOT OVERSTRESSED,,AA 3333
INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS „•t USED IN THEIR ANALYSIS.
LSBNE� TDAMPER FATIGUE RESISTANCE HAS BtVERI IN ACCORDANCE 1626 OF THE ABOVE MENTIONED
CODE AS PER AMERICAN TESTING LAB REPORT 9 0514.01-08. AS PER TAS• -201, TAS -202, TAS -203, &
PRI TECHNOLOGIES LAB REPORT UEC- 001 - 02.01, PER TAS -100A (WINO DRIVEN RAN)
OESt6N PRESSURE RATING)
F VARIES DAMPER
N UNITS SQUARE R (SEE
SHEET 4A), +150, -190 psi. FOR AU. S6v1LE UNITS 5/ CURED EDGES 5/0
F VARIES (pat): FOR ALL MULTIPLE UNITS WITH MULLIONS ® WITH OR WITHOUT DAMS (SEE
SCHEDULE 014 8HEET 15).
2). ALL ALUMINUM EXTRUSIONS SHALL BE 6083.45 ALLOY WITH MIN. SPECRFlC YIELD STRENGTHS AS SHOWN
ON SHEET 2 AND 3.
3). ALL SCREWS TO 06 muss STEEL 304 OR 316 SERIES WITH 80 kW YIELD POINT AND 90 Amt TENSILE
STRENGTH OR CORROSION RESISTANT CARBON 6TEa, AS PER DIN 50010.
4). ALL WELDING OF ALUMINUM FRAMING SHALL (35 IN ACCORDANCE WITH THE AMERICAN wELD1NG 510CEUY
A.W.S. 0.1.2 2004 COTTON REOU1ATIONS. USE CERTIFIED WELDERS. USE ER -•5358 ELECTRODES.
5). ANCHORS TO EXISTING STRUCTURE'S JAM15 SHALL BE AS FOLLOWS (SEE SHEETS I1 ANC 16):
- ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFTCATTONS OF THE
ANCHORS MANUFACTURER. E0. TS BEYOND ANY WALL FINISH.
mom
TypE
MANUFACTURER
DIAMETER
GAGE
MAN. EMBEDMENT
MIN. EGE DISTANCE (EO)
C CRETE
(rc° 3192pa�
MIH.
t NCRETE
BLOCK
(C -90 UNIT)
TO sTE
mos.
(MIN.)
CONCRETE
COMMIT
BLOCK
ST[37.
TAPCONS
IT N/ BUILDEI(
I/4"
I -5/4"
T-1 /4"
N/A
3"
N/A
TEK SCREWS
IIW/ BI:IIDEX
L/4.
N/A
N/A
3 /4'
-,
N/A
1•
- ANCHORS 101 MUWON CONNECTIONS SHALL BE AS IN0:0ATE0 ON SHEETS 12 AND 13
6). 850-5.1 1.31IVER SYSTEM WITHOUT CO -151 DAMPER SHALL ONLY BE INSTALLED IN A =ASTON WHERE THE
40041 REMIND THE LOUVER 13 OES101450 TO DRAIN WATER PENETRATOR/ INTO THE ROOM. AND THE ROOM
WILL HOUSE WATER RESISTANT /WATER PROOF EQUIPMENT, COMPONENTS CR SLPSPUES.
1). SE •5.1 LOWER SYSTEM MTRH CO -.151 DAMPER MAY BE INSTALLED IN LOCATIONS WHERE TILE ROOM
004214D TIE LOWER IS NOT DESIGNEE) TO DRAIN WATER PENEIRATINO INTO THE ROOM. OR THE ROOM WILL
DAMPER Is UMITEO TO 40TP1114 HHEIMOMENT, F ACCOROINO TO TABLE 3 OF TA18 INSTALLATION 100)-55ON LOWER WITH
8). CD -451 DAMPER IS AN OPERABLE ASSEMBLY. IT MAY BE OPERATED BY MEANS OF A HAND
QUAORANTHANDLE MECHANISM (AS 38001 ON star 7) OR THROUGH AN ELECTRICAL OR PNEUMATIC
ACTUATOR.
DAMPER'S OPERATIVE MECHANISM IS NOT PART Or THIS APPROVAL. BUT 8H41U. BE CERTIFIED BY AN
INDEPENDENT TESTING AGENCY.
9). ALL ALUMINUM IN CONTACT WITH DISSIMRAR MATERIALS MUST DE PAINTED PER SECTIONS 2003.8.4.2.
2003.8.4,4. 2003.5.4.5 AND 2003.134.6 OF THE FLORIDA BUILDING CODE AS APPUCA8LE.
(0). IT SHALL BE RESPONSISILRY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE
WHERE LOUVER SYSTEM IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE
11).
(A) THIS PRODUCT APPROVAL DL0UMENT (P.A.0.) PREPARED BY THIS ENGINEER IS GENERIC ARO DIES
NOr PROVIDE INFORMATION FORA MCWC PROJECT; Le. WHEN THE SITE CONDITIONS DEVIATE
FROM THE PRODUCT APPROVAL DOCUME11 (PAD.)
(0) CONTRACTOR INCLUDING
UFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT APPROVAL DOCUMENT (PAD.), PROVIDED
145/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON TNIS DOCUMENT.
CONSTRUCTION SAFETY AT SIZE IS THE CONTRACTOR'S RESPONS8IUTY.
(C) 1Tfl5 PROd0CF APPROVAL DOCUMENT (PAD.) WILL BE CONSIDERED I1NAL10 IF MOWED.
(0)•51TE SPECFIC PROJECTS 81ALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT
WHICH WELL BECOME THE ENGINEER OF RECORD (50.0.5) FOR THE PROJECT AND WHO WIU. 86
RESPONSIBLE FOR THE PROPER USE OF THE P.A0.
(5) ORIGINAL OF � �S N.MENGINEEEPR 05 8 THAT 1*�EPPRED AND oRIG4VN SEAL AND
12). SED -5.1 LOUVER SYSTEM WITH OR 44114001 C0 -151 DAMPER MANUFACTURER'S LABEL SHAM. BE
PLACED ON A READILY VISIBLE LOCATION.
ONE LABEL SHALL BE PLACED FOR E0ERY OPENING N40 SHALL READ AS FOLLOWS:
UNITED 59ERTE 14, INC.
CIATTAN00GA, TN
MVMAI -0405 COUNTY PROJIXT CONTROL APPROVED.
0 V 5.1100 INC
a
TRO011[TR[VWl0
AaW 00 .!f 'iv. -Fl
8rpierb • 11r71G•
Vat. (CIA %Woolf. ITa.ri<ane Zana)
500 -0.2 WU14R WIMP TATH OR
WITHOUT 04-931 13034P ER AVOW
07
LA.
UNITED ENERTECH, INC.
3005 x PO ,00m0r 57.
Ou1145*4 tN $1407
Nolo (4511801-ms mat.2 3041 -0655
ao/ae/m
55tT
rrr1••• IMO recce u0111en011111111
09 -167
MOM N6
taro
®JLL
1.246,
4,029'
®JAMB
2,000
4
Ow.) r.000
L BLADE BRACE. r LaND
.123"
(63 BLADE BRACE
FLAT BAR
CTYP.)
JAMB MOUNTING
ANGLE
TO3fr
. 23
soe -
OPTIONAL JAMB
ci.)
MOUNTING ANGLF. FLAT MtJLLION
Q "Z" muu.loNo2yq.Amp 1W,)
CLAMP II- LONG
4-02 2 00.00 e
0, Kt. 4. 00 0 PEAR cH/0 DMj
a a. o REAR (*/ DIAMER)
1/42' DOW,
e0S3-111 ALLOY
TL
PS I IT
Ili) PERIMETER
WELDED CIANNEL
® MULLION
4,4 13'
SLAB ANGLE
MULLION (2.9 9RACKt
p" k.ONG
25'
NNECTOR rfPE I
AT MO LLIONO 71..)
I.278" r9No.
4(31.)D,LANK-OFE PANEL
'LLLN` PLAr'' MULLION CONNECTOR
/ TYPE 2 AT MULLIONI
(1.1....)ELANK-OFF PANEL
8" LONG
EM
SILL OF M.7EML sD4,1 C.QUVER Y
0 CRIPTION
MATERIAL
SIZE
r
11
AO
TS ALLOY
,
ry OAR.). 1SILV
XTlUCDMWl, 8LA
35Wj(
EIT43I.
09) • 16101
-
UOCUflA
- SILL
403.145 ALLOY
. AI
SEE DETAIL
(P.I • 1l kw
D ALUM JAWS
WORTS ALLOY
PS (WO" MIR
JL
1.1)
UAL ERADP MADE
(22,33-13 ALLOY
SPE DETAIL
Fs, prrit) • IS lail
— ---
PO ALULl FIAT DAR
GOES TS ALLOY
EE DETAIL
h. MA). IS
gi-rialtia .34319i-
1401AYT IND ARO LE
24183•10 ALLOY
6
Fy (PAK). SSW
opL EX1RusDELI ALUM, INAS
3/ ANGLE
ro At Loy
Ail
SW I. 23 Iasi
OD
TER W3
C PLATED STEEL
1$44 x 3I4. LOGO
ITW / SLI
I
HEX HEAD TEK SCREWS
23
1M1 x MONO
ITO,/ NELDA
KOPP IDIE WASHER HEAD sm S.
413 STARSLESS
33 ,, ,Lim two
LOUVER ;AMR ARO rRAw, ASSEMBLY
( 0 D • gl • 1 S • )
@
fl&TL4JLJXj4CJMIP
AVIV A610 OR AMA A453
GRADE 40 OR AlS1304 9,S.
A
FiPtro .r
EY .1. MG'
CO
MUWOH® CLAMP
AS1 M A a ri oR Awl.. A-1133 *
40 OR ADI 304 DS.
T5 .413.0Y
sEE DETAx
IXDCt AA
r LLMO AT HEAD I PLR. AT Num
13214.1u_colg) 1.19030 • xi aa
r LOPPI AT MEAD A MAL 142 PRAM
Yo34Auoses. Earatio ss 2219,41
€;)
_AMAZE
iJWo48*Ac3ET
Di
6363-T4 AJO
&E EETXL
Py Oslei 3 •18IGi
ULLEN
TS ALLOY
SEE DETAIL
Fy MN.) 1S lol
V °R 1 AT
3033.213 ALLOY
SEE DETAIL
P,s VAR). 13 Isal
DIM Oil. 2 AT
.
— '-(033.111
ARTIA A638 *
DEE DETAIL
pgus14.1. 38331
PANEL
e
ALLOY
5/22. DETAIL
„._
Ff (LIM). 13 AA,
eresTz Al LOY
SEE DETAIL
Ty MK) ss 1S 4.6 1
311034114 ALLOY
_.,
EY (N. Illsol
_
* NOTE: STEEL COMPONENTS SHAM DE PROTECTED FROM CORROSION W/ A ?RIMER CONsISTINO OF RED
OXIDE PAINT OR SIMILAR W/ GALVANIZING (G.80) AS AN OP1 ION, ADDITIONALLY, FINAL (FF,ISH)
PAINT FOR THESE PROFILES SHALL SE IN ACCORDANCE W/SECTION 200313.41 OF NE
ADDRESSING PROTECTION OF ALUMINUM IN CONTACT WI METALS NOT CONSIDERED COMPATIBLE.
4,
'MAX.) 0240.4 tATE.
COMPONENTS
P- 6' SCALE: 3,78 I "
2,1
1".."
7
C 7 O0A IVACO
1L1EC 0 22-4:\
U,133„.13:STOC rtP3R(Lrono CoMPAtir
666, LAter242. r.. Qflfls3
•-mat PPAcoopeteop
CR- 00,32P1
1,43104 A MX P t.
PLORCA LC j 44117
piLDODL-1 sEVISEID
es maybe,* wrth the
R.144 ((1.17 b/`-;3!, /(
L0
F.E.E. (Go RplacRy airepan. Zoos)
(CINER SYSTEM 31113 OR
vorroy,r (0-15) DAMPER ASPAAOLLY
UNITED ENERTECH, INC
3305 1.00". 1611030 Tr,
MOTAPOOK.A. N 72612
n.p6L op313307135 FA3,(47.3)511-2421
4
6. 6
IRK22,22
•
03
432
MA. ST
I.A.
M/32/33
01111
OE— I 67
0341013 tto
VCR 1 01 15
ID)HEAD & SILL
C1,100`
0.300ti STTP.)
0 .313
jo,Roo'
(MID-HEIGHT
HEAD or SILL
0 125.*
INTERMEDIATE 8D LUM, ANGLE
LADE STOP
TUBE FRAME
ft ODE'
MP.)
0.20a'
()REGULAR DAMPER BLADE
()BLADE SEAL
OJAMB SEAL
CD-151 DAMPER AND INTERMEDIATE TUBE FRAME COMPONENTS
I.EACLIJOES COMPONENTS ran OPERATIVE MECHANISM. 8.8E P±O1E 8/1)
COMPONENTS
SCALE: 3/a="
leTOP DAMPER HALF BLADE
8 MA R L CD-151 DAMPER ASSEMBLY
ITEM
OE CRI ON
MATER)
Ts my tar—.
SIZE
o
REpAARKS
paaA bi
FAXED . AD 6 " u.
EX7RIJOED ALM_ Nan
0033•TSALIADMAI AILOY
VW DETAIL
SEILIA4,
EWE, 0q..94
I/710 0 0. /4
NM lir
FAIAM1311.11131
PKAIN.),31A MI
FN." ow
OrTHICK 8 WASHER
wrni ?mom vauHER a 1,0CSC Pi NG
TAMED ALVA REGULAR (MAVEN MACE.
EX 1 TV 1 X F. I) ALIA* TOP WAVER MP SIAM.
4003-TRALIANNUM ALLOY
M O N A
ZA.MAC Mx 3 L•C
71
AL
SIMONE
SEE DETAIL
.--ASIII 8.8x4
.....
GHTX1UOX»WM 5
EDO TA ALLMIMA4 ALLOY
SIM DETAIL
SEE DETAIL
FAIAltril■A
MTH W WEATHER STRIP AT EAR) OF 7 LEO
AUM ANGLE OP
TAUUAiLrV
STEEL 316 SEWS
LIEE DES%
Amos, Totputa) DOLMA 0 OED
I vo In TAPES
SD
/9 X 1,7
FASTEN TOM. tr 0.C.. 2 IT F4 ENOS
FINSL1T0ALL 4 st, n9
yIt.t' E N DA■OER a LOWER
N ATE TUBE FRWE
U3
arc
iflfZIFMrILan _
.4067,7i7
011UCT REVISED
se ceerayMe wiett PlAriolo
Bala* Code
At:crow:me )44:To.,..T.
IN.: *ice
{-DS. (11:11. VelexA,
2311/1 TtITCO At
IP
TTEFF:17
vim TC57100 & ENDINEEMNO CONFiAr
nt.
txo)toc..too . Onlynt -My
tAttAtthItt.tom
ra-COCA/lo
tereAtt A nu:: 0, ...it
ftetet3t tte I AcIA7
2Efl51 LCOPA SYSTEM PM, oR
WEI,OVT a-I51 0AurEa A59:NELY
PROM S.
1.7.
UNITED ENERTECH, NC.
KM =IT, KCI{70 37.
I:WM.0VA 3747
1OMS-7M tAtlt3)51■0
09/03/W
09-167
Le/A*3M NA
rA0 08-00.
MAT 3 or 6
tI
(SM
SCHEDULE
SHYET I 5)
i
IY1/1111
-!---- ---------------.---------- La401•01T11 MTH-- --
/2' MAX, VULX)N SPAC040 72' IIAX, MULLION SPACING 72' 4(44. MULIJOH SPAC7411
24' 4,2:(5t1 soitouic sttrr t 3) uco
---(S00 scukt SHUT is) - -(stE KME0t/LE SHEET 15)-----
t
/_. A /
L,®
OPTION WITHOUT DAMPER OPTION WITH DAMPER
pcTERIOR-ELEVATION
oor
14/10AIT
(3E0 SCHEME
04 SHEET 44)
724 MA( UWE WIDEN
- (MR 0,Mal LD405)
De MAIL
/ 8 or AV
0/11 OR �/14
0711 OR 0714
/4+1
L/ 5.;1 A/ 8 orA' / 8 ‘'
EXTERIOR ELEVATION
WITH OR WITHOUT DAMPER
1/CE41J0 E PATIN.S: (44/455 SEE 3.,JHEC1/11)
OR 0114
L,0711 OR 0714
1i111
VA001,..^.
LIM. MIJIAJOX SPACD44 72' MAX. hiCUJOH SA//(4 72' MAX, LILX00/1 SPACMC
— MC SCHEDULE 51100 15)- —(3E5 544EN/15 S1/555 15)—T—(5E5 SCHroutg 5-t00( 15)--
14' • CD,
A / R / 8/9 A./ 8
0/14 D/14
V/14 D114
\Jrzum. PITON WITH DAMPER OPTION WITHOUT DAMPER
INTERIOR ELEVATION
MULTIPLE SED 5.1 LOUVER UNITS
WITH OR WITHOUT
DAMPER WITH MULLION
(HRESUHE RATIN: MASS. 3E0 SCHECULE
CH SHEET 15)
MAX. (DA?
HEIGHT
NEE SCHEDOLE
51/0(1 44)
77' NO. tom 140TH
01/ 053104 LOADS)
HAX
4.
0/11 00 0/14
0111 OR 071
SINGLE SED 5.1 LOUVER UNITS
WITH OR WITHOUT____
DAMPER WI EDGES
4,7„S
4;//,(C,
—0/14
L
A /8 or A' I 3
INTERIOR ELEVATION
WITH OR WITHOUT DAMPER
P5471/40 RATING: NAMES SEE SCHEDULE)
00 0/14
000714
D/11
O'/11
000170/CT5E14I4413
....Orin" wish tbr rime.
4):de
14M1 1440614 441,0051e
074111 14:11,46 114
C ir4..
tlitt TE511144 6 06611104014411 COMPAtef
'''''''46.4.1.4tegtir4. 4456.441"'"
• met 1114666414.
16410657111
646:111 8. 11441 411 r.r..
11/8151/ 4.. 1/ 4411/1
300 -3 1 1..C4IRF.R 1151(0141 WITH CR
1/114017 CD -15! DAMPER A..10/4014
UNITED ENERTECH.
SAM, WT. 14.46 31,
0l:170.,AOCA TN 41607
6/44, (817)476-7711 rAY(42.5)8AI-542.
08-107
11441411
72 um. On *ION
(OR ALL OE..WiN
4• UV.
(T,1'
)
r
0/110R D/14
,0711 OR 0/14
pow%
nril OR D/14
D711 OR O/14
A orN/8
EXTERIOR ELEVATION
WITH OR WITHOUT DAMPER
PRESURE RATING, (VARIES SEE S ,DAET,LILE)
0) l OR 0/14
)0111 OR fr/14
JIETAL ii1O
7) M. tiler worri
troR ALL DESIGN tonnsy
At a or A"/ 8
LINIT
IoNT
()EE %NMI
D/11 OR /14
0'/11 OR D'/14
• NSIMOER OF LOUVER PANG,. MIS
NEEDED TO ACHIEVE IN'CPENINO
OVERALL N80//T OAAY VARY. HOVIIP.VER
WON/41 OW NEIONTRNA4L NOMEeD
VALVES, 3H0WN ON SCHEDULE.
0/1 OR D/14
1Y/11 OR 0114
1.11Ir
8t,01,1
(5E7 11C/1EDULE)
011-
, OR
0/11 O /14
D711 0 07141
1-15.1) A /8 or A./ 8
INTERIOR ELEVATION
WITH OR WITHOUT DAMPER
:Ftc-surzE Antic;: (vARIES SEE SCHEDULE)
SINGLE SED 5.1 LOUVER UNITS
WITH OR WITHOUT
DAMPER WI SQUARE EDGES
V.E 5
2
Cihi ORD/14
D111 011 0/14
8.0.0 (Itqh Vovt.ty TI,NtOnO 2088 )
0 =A INALCO
flit. EC()
NWT TESTING fi ENGINEERING CaNf' AhT
AAL AA.A.AA vAatt,L
Noe 06.1.41.0
*-41011, 211,10.4
Ce..00(15719
MAN A. 111.10 Jr A E.
48188
touysz ltM 88084 OR 01088
Wfr40(f0 00-451 00148 88 ASSEAt$LY
UNITED ENERTECH, INC-
SMI UMN IltAGTO
0418ARt000 84 .3,01
8408E (018)4N8•7711 FO,VI01)696-4628
1,L813/M
OAR
C."9 -187
084880 1.
S14(fl 44 00 N.
!INTERIOR ELEVATION
QUAUFIES ITIE FOLLOWING SHAPES;
trr
SINGLE SED 5.1 ..ouvERuNITs
WITHOUT pmApEFR, CURVED EDG
RATING: +150, -150 PSI')
01Cril 171.1tCC
E /
Zs- No.
EO.
15,12E C 0 Mt. \
1,417 TOMO rtiOtroLtAlro coremi,
tar 4. S. It_ Ifm. MS. Sabra =a.*
,proz
Iltrys14.1.ta,
Eff-4464.7fQ
A2.10t lttLIT
rI.M1). 44147
LktIEFUP. .f,1 ELEvXflON
PROMICI
trt ttiot tt. Fkobla
thtikInsp Co*
Acsrewocc t4.2
Eviono'
7,ac. (tilln 1,40a-city iltancvla
tCLVEri sritEN ANN Oft
Sing2.11* CO-151 ASSEWLY
UNITE() ENERTECH, INC.
3[03 SW:4 mCnsl-f
CK.1.400,... DI 37447
aye, (473)410-7715
tf
A/8
—31-000' 'Az, 3' .oact"
r-B/9 A/a MINERS SEO. 5.1
j2)00,971/2",$.0.5.
MOM .0 09
37.333. TYP. EA. CORNER
six SLAMS
PER DASPEA
10/0
37.333
0/14
37.333'
4 MAX,
t.CUWAS 5E0.
0(.141t.ru
-A/8
INTERIOR ELEVATION: CD-151 DAMPER MULTIPLE UNITS WITH MULLION gS,
SCALE: 1/2.nt-0*
030 . - CO'
A/6
-A/8
A/8
CI14
C/14
rrp>
1 0'
8
--A/8
-13/9
AI
EXTERIOR ELEVATION: INTERMEDIATE TUBE FRAME FOR CD-151
DAMPER ATTACHMENT AT MULTIPLE UNITS WITH MULLION 62
SCALE; I /2•••1'-r ...‘2,/,,,./e% ).
6.10-0 TO
EACH LCLIVER
ANGLE
5/5'd -I64 1/2' LONC A 307 HEX
400 OALvANITED STEEL OR 304
%EWES SUNLESS STEEL BOLTS
WE771 FLAT IYASHFR, LOCK WASHER,
a Nur SPA= 0 IV 00. &
C000 100 M40 90T404
0114
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