HomeMy WebLinkAboutNOA - ALUMINUM GLAZED WINDOW WALL - IMPACTM I A M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DMSION
NOTICE OF ACCEPTANCE I
Kawneer Company, Inc.
55 Guthridge court
Norcross, GA 30092
NIIAMI-DARE COUNTY, FLORIDA
METRO -DADS FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
ey --
St Lucie County
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 (AHJ).
This NOA shall not be 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 irimiediately
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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series "IR-500" Aluminum Glazed (w/ Solutia / Dupont's PVB) Window Wall —Impact
APPROVAL DOCUMENT: Drawing No. T575-804, titled "Kawneer IR 500 — L. M. Impact" Sheets 1 through
8 of 8, dated 02/12/02 and last revised on 08-02-02, prepared by manufacturer and signed and sealed by WM. M.
Meyers, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance
number and approval date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large 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 of NOA.
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 # 00-1114.07 and consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E. •
NOA No 02-0220.01
Expiration Date: Aug 29, 2007
Approval Date: Aug 29, 2002
Page 1
V
r
FRAME WIDTH
C/L C/L
fit 48"
2 1/2" 45 1/2" MULLION SPACING r1/2"
YP, )
N
N�
TYP.
1A.1B,1C
6
DADE COUNTY PRODUCT APPROVAL DRAWINGS
KAWNEER CO.
EXPANSION MULLION IR 500 FRAMING SYSTEM - LARGE MISSILE
(RECOMMENDED EVERY 20') 9/16" LAMINATED GLASS (0.090 PVB)
r
3/4"
FRAME WIDTH
2 1/2"
I I
®®
®®
®®
®®
®®
I@IM
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p®
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IID®
C —
a
TYP.
TYP.
5
TYP.
6
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®®
o
X
a
TYP.
n
4A,48 TYP
7 2A,2B
6
"I I
N
TYPICAL ELEVATION
GLASS TYPE OPTIONS
® = 9/16" LAMINATED GLASS
1/4" HEAT STRENGTHENED OUTBOARD LITE / .090 SOLUTIA SAFLEX® INTERLAYER /
1/4" HEAT STRENGTHENED INBOARD LITE
® = 9/16" LAMINATED GLASS
1/4" HEAT STRENGTHENED OUTBOARD LITE / .090 DUPONT BUTACITE® INTERLAYER /
1/4" HEAT STRENGTHENED INBOARD LITE
TYPICAL GLASS SIZE = DLO + 1-1/4"
7
7
9�1111111111
ROBT. E. FISHER Mt9DWC17ASVISED
rVM. M. MEYERS. P.E. voldfteeft
WhswM�dRFbelds
Consulting Eng:,hers A py02-022o•0I
9301 N.E.61hAve. ;•30L 'EtpintloraDW
Miami Shores, FL 37t38
(305) 756-3117 557-4006 F3z ?62•B2g2 n
M�1�w11hAe wd
DAYkw
�Le?0184
DESIGN PRESSURE _ +60/-65 PSF
n 00gwv
THIS DRAWING IS FOR
STRUCTURAL
Product Engineering 8 Development
DADE .COUNTY
PRODUCT APPROVAL
NOTES
Date: $ �71Dy
555 GUTHRIDGE coutT
NMMSS, GEORGtA 30M
DNE (770) PH411-5555
ONLY
1. SEE SHEETS 2, 3, 4 OF 8 FOR PERIMETER FASTENER SCHEDULE AND LOCATIONS.
FAX (770) 734-1560
2. HORIZONTAL MULLION DETAIL 3 6 IS OPTIONAL AT ANY LOCATION IN ANY BAY UP TO MAX.
/)
DLO HEIGHT OF 94-3 4".
/
.SQfPfQ1
PRODUCT APPROVAL DRAWINGS
° " a °"c
�ME 02/12/02
3. DLO = DAYLIGHT OPENING.
KAWNEER IR 5C0 - L. M. IMPACT
° a
9/16' LAMINATED <0.090 PVB>
T575-804
PROTOCOLS PA 201/202/203
y� 1575-e04I.OWC
SCALE,
1 of e
�m
1�1/2.
WOOD - GRADE
2
SOUTHERN PINE
6'
18
1/2- 18 1/4'_f
18 3/4'
6'
I TYP. I
61�
9 9 9PP
999 9 999 PPP P
999 999
P P
ro
a
<
e
m
2
a
OPTIONAL 575-036
a
OPTIONAL 575-036
STRAP ANCHORS
F
STRAP ANCHORS
6" LONG ® EACH SIDE
in
a
4" LONG TYP.
OF INTERMEDIATE
0
s3
ww
(HEAD/JAMBS ONLY)
MULLIONS (HEAD
a
0?
a
ONLY)
O
a
c�DZ
a
ow
z
IIIIw
w
Qa
OH
0
U(K
00
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C9
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J
d
Of
o W
Z
IW-
LL
a
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d d ddd
ddd d ddd ddd d ddd ddd
d d
WOOD - GRADE 2
FASTENER LOCATION SAME AS HEAD
NOTES:
1. THE OPTIONAL 575-012 ONE PIECE HEAD
M DUcramwD
SOUTHERN PINE
IS REQUIRED FOR THE OPTIONAL 575-036
reap sookw o o
PERIMETER FASTENER LOCATIONS
ANCHORS AT THE HEAD.
�^mag2zzq
C
WOOD SUBSIZRATEEPE
y ISLLSSkg�-U+0.NiL
7 s
Consulting Engineers
STRUCTURAL
9301 N.E. 6th Ave. C-:300
FASTENER FASTENER SCHEDUL���Mse-i1S ores,0L3313,4z
Date:
�[���wp�
��M!
THIS DRAWING IS FOR
DADE COUNTY
NUMBER
MATERIAL
DESCRIPTION
SUBSTRATE
LOCATION
MIN. EMBED.
MAX. SPACING
-
Q(
STNNLE55 SW
Sc"A'N ON RESSTANT
/14 % 2' PAN HEAD WOOD SCREW
WOOD
575-006 HEAD / SLL
575-012 HEAD W/ 575-036 STRAP ANCHOR
1-1/2'
SEE ABOVE
STEEL
(ALT. 1/4-14 SHEET METAL SCREW)
575-001 JAMB W/ 575-036 STRAP ANCHOR
-
WR�Ro510115< 95TA�NT
.014 X 3' PAN HEAD WOW SCREW
WOOD
575-003 HEAD /SLL
1-1/2'
SEE ABOVE
SIFFl
(ALT: 1/4-14 SHEET METAL SCREW)
575-001 JAMB W/O 575-036 STRAP ANCHOR
9/16- 090
Product Engineering 8 Development
555 GUTHRIOGE COURT
NORCROSS GEORGIA 30092
PRODUCT APPROVAL
ONLY
PFUNE (770) 449-5535
FAX (770) 734-1560
DEStliF—
II4141 Gr wTE
PRODUCT APPROVAL DRAWINGS
JME 02i12i02
KAMNEER IR 500 - L. M, IMPACT
° 4 a
LAMINATED — PVB)
T575-RnA
PROTOCOLS PA 201/202/203 �, Ts7s eo4 z.owo
SCALE, 2 Of 8
11
CONCRETE - MIN. 3000 PSI/
1/2•
POURED CONCRETE BLOCK
s• 1e3/4
181/4
l 11/z
Max
l I
1�
V VVV
VVV V VVV
VVV V
VVV VG9
�
0
)C
G
M
O
i
OPTIONAL 575-036
a
OPTIONAL 575-036
STRAP ANCHORS
STRAP ANCHORS
6" LONG ® EACH SIDE
4" LONG TYP.
OF INTERMEDIATE
(HEAD/JAMBS ONLY)
MULLIONS (HEAD
U)
ONLY)
O_ Y
O U
a
00
O 0]
W
Z_ ~
W
� U
a
I ZO
0
H
cr Uj
Z 7
0
00
P
d A AAA AAA A AAA AAA A
CONCRETE - MIN. 3000 PSI/ FASTENER LOCATION SAME AS HEAD
POURED CONCRETE BLOCK n r n I e n rr-F rr n F-n c,-r r- N 1 r-M I
18 5'
f'--MAX.ax. � II-.--
n n
CONCRETE/CBS SUBSTRATE
FASTENER SCHEDULE
NUMBER
MATERIAL
DESCRIPTION
SUBSTRATE
LOCATION
MIN. EMBED.
MAX. SPACING
HW4-214
-
1/4• x 2-1/4' HEX WASHER HEAD
CONCRETE/CBS
575-006 HEAD / SLL
575-012 HEAD W/ 575-036 STRAP ANCHOR
1-1/2-
SEE ABOVE
TAPCON BY ELCO
575-001 JAMB W/ 575-036 STRAP ANCHOR
HW4-314
-
1/4• x 3-1/4' HEX WASHER HEAD
CONCRETE/CBS
575-003 HEAD / SILL
1-1/2'
SEE ABOVE
TAPCON BY ELCO
575-001 JAMB W/0 575-036 STRAP ANCHOR
RORI
m
Q
-J
b W
t
0
IL �:i-
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Q
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W Z W
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1= I OZ
Q W 0
0 H
a, OW
w 0 0'
w 00
Q
4
NOTES:
1. THE OPTIONAL 575-012 ONE PIECE HEAD
IS REQUIRED FOR THE OPTIONAL 575-036
STRAP ANCHORS AT THE HEAD.
%
F L A. 1 8 5 5
STRUCTURAL
Product Engineering 8 Oevebpment
555 GUTHRIOGE COURT
Date: 08/Q7/Q 1/
NORCROSS, GEORGIA 30092
PHONE (770) 449-5555
(77O) 734-1560
E Hwltii
_FAX
nCscx(rnw
WM. M. MEYERS, P.E. PRODUCT APPROVAL DRAWINGS
Consulting Engineers KAWNEER IR 500 - L. M. IMPACT
9301 N.E. 6th Ave. C-300 9/16' LAMINATED (0.090 PVB)
Miami Shores, FL 33138 PROTOCOLS PA 201/202/203
(305) 758.3117 557-40nR F ,calf,
e��11� �Z-----U� 0�
� \ 4a 1. L\"a�
9 tAe AtA
at.
THIS DRAWING IS FOR
DADE COUNTY
PRODUCT APPROVAL
ONLY
arx xJHE w 02/12/02
�. T575-804
cer Ts7s-eo4-s.DwG
3 OF 8
1 /2'
1 1/z
STEEL — MIN. 1 /4" GRADE 50
1 1/z'
1 1/2"
18 3 43 4
1 1/2- �18 1/44"
�
�-1-8- 3—/4—'� 6'
I MAX. I
T
��
P 9 P99
9PP 9 999 99P 9
999 999
9 9
a
o
o
�
OPTIONAL 575-036
P
OPTIONAL 575-036
STRAP ANCHORS
o F
STRAP ANCHORS
6" LONG @ EACH SIDE
v1
4" LONG TYP.
OF INTERMEDIATE
d
o
>
0
u7
(HEAD/JAMBS ONLY)
MULLIONS (HEAD
IL
u1
L
ONLY)
L
a
a
�
Li
N
t
\
a
4 z
z_
F
z
U
I
of
I
J
w
y
of
b W
L
-
1n
z
H
L
N
Q
7�
d d ddd
ddd d ddd ddd d
ddd dhd
6 6
FASTENER LOCATION SAME AS HEAD
NOTES,
STEEL - MIN.
1/4" GRADE 50
1, THE OPTIONAL 575-012 ONE PIECE HEAD
PERIMETER FASTENER LOCATIONS
IS FOR THE
STRAP REQUIREDANCHORSAT THE HEAD. 575-036
pag wOO-`UNI&
oftwudft
STEEL SUBSTRATE
p�pw
toarx.
b 15l.a^0--4-in -
pyri UMe 1 o�rrt C=
owbIl"
FASTENER SCHEDULE
NUMBER
MATERIAL
DESCRIPTION
SUBSTRATE
LOCATION
MIN. EMBED.
MAX. SPACING
AF 876
STEEL
ELCO DRILFLEX STRUCTURAL FASTENER
STEEL
575-006 HEAD / SILL
575-012 HEAD W/ 575-036 STRAP ANCHOR
FULL
-SEE ABOVE
SAE 4429 GRADE 5
1/4-20 X 1-1/2' W/ d4 PCINT
575-001 JAMB W/ 575-036 STRAP ANCHOR
-
AF 886
STEEL
ELCO DRILFLEX STRUCTURAL FASTENER
STEEL
575-003 HEAD / SILL
FULL
t�,,�p� ME
SAE J429 GRADE 5
1/4-20 : 2• W/ /4 POINT
575-001 JAMB W/O 575-036 STRAP ANCHOR
6W�L9tin
THIS DRAWING IS FOR
F L A. 1 8 7 5 5
AnAboiO°'4'"
DADE COUNTY
STRUCTURAL
Product Engineering 8 Development
sss GUT COURT
PRODUCT APPROVAL
t GEODE
S, 30092
ONLY
� o G
0) 449-OTA
pHlpB (770) 149-5533
HONE
FAX (770) 734-1560
Engineers
—PT—uuw
PRODUCT APPROVAL DRAWINGS
nr
JHE wre 02/12/02
t Ave. C-301. KAWNEER IR 500 - L. M. IMPACT °"'� -
Miami Shores. FL 33138 9/16' LAMINATED (0.090 PVB) T575-804
(305) 758.3117 557•Ann6 F- IR7_8261 PROTOCOLS PA 201 /202/203
—' 1673-sw-4.owc
SCALE, 4 of 8
{
#
PT. NO.
DESCRIPTION
DIMENSIONS
MATERIAL
NOTES
1
27-077
HEAVY FIXED GASKET
.250 SPACE
EPDM
KAWNEER RUBBER & PLASTICS
2
27-806
FIXED WEATHERSTRIP
.062 SPACE
SANTOPRENE
KAWNEER RUBBER & PLASTICS
3
127-012
SILICONE SPACER
.313 SPACE
SANTOPRENE
KAWNEER RUBBER & PLASTICS
4
127-015
SETTING BLOCK
.813 x .813
EPDM
KAWNEER RUBBER & PLASTICS
5
175-313
WATER DEFLECTOR
-
PVC
ASTRO PLASTICS
6
575-001
JAMB
2.500 x 5.000 x .090
6063-T5 ALUMINUM
7
575-002
POCKET FILLER
.845 x 4.316 x .090
6063-T5 ALUMINUM
8
575-003
SILL/HEAD
2.500 x 4.952 x .090
6063-T5 ALUMINUM
9
575-004
GLASS STOP
1.543 x 1.933 x .075
6063-T5 ALUMINUM
10
575-006
OPTIONAL SILL/HEAD
2.500 x 4.952 x .090
6063-T5 ALUMINUM
11
575-007
SNAP -IN COVER
.252 x 1.080
6063-T5 ALUMINUM
12
575-009
VERTICAL EXPANSION MULLION (MALE HALF)
2.093 x 5.000 x .090
6063-T5 ALUMINUM
13
575-010
VERTICAL EXPANSION MULLION (FEMALE HALF)
1.465 x 5.000 x .090
6063-T5 ALUMINUM
14
575-011
HORIZONTAL MULLION
2.500 x 4.952 x .090
6063-T5 ALUMINUM
15
575-012
OPTIONAL ONE PIECE HEAD
2.500 x 5.000 x .090
6063-T5 ALUMINUM
16
575-013
VERTICAL MULLION
2.500 x 5.000 x .090
6063-T5 ALUMINUM
17
575-036
OPTIONAL STRAP ANCHOR
.857 x 6.434 x .250 (TYP.)
6063-T5 ALUMINUM
18
575-037
SILL FLASHING
2.594 x 5.250 x .080
6063-T5 ALUMINUM
19
575-114
END DAM
1.750 x 2.687 x .062
6063-T5 ALUMINUM
20
128-267
SPLINE SCREW
#12 X I- PHTFS
300 SERIES STAINLESS STEEL
MATERIALS LIST
��1111R1�'
MAU=OmWg1
Product Engineering & Development
ROB1. E. FibrlER
/"
LJRT
555 SS. GEORE A 300
tPRRROSS, OEO449- 30092
'NM. M. MEYERS, P.E.
F L A. 1 8 7
rxor+E � ne1 {19-5555
Consulting Engineers
STRUCTURAL
FAX C770) 734-1560
9301 N.E. 61h Ave. C-300
Mi8-31 Shores, 8
el p/ 7/ ° �
D
PRODUCT APPROVAL DRAWINGS
KAWNEER IR 500 - L. M. IMPACT
6 Fax 36
(305) 758-3117 557.4006 Fax 362-6282
Date:
9/16' LAMINATED (0.090 PVB)
WM"
THIS DRAWING IS FOR
DADE COUNTY
PRODUCT APPROVAL
ONLY
T575-804
rs7s-e0{-
5 of 8
4 5/16-
I
EMERIOR 575-006
(HEAD)
O U l0
U = N Il
Z
W � tTP. OAS 9n19
a
O 4
O
1 t /4-
`\
`PERIMETER FASTENER
MCI
75-003
(HEAD)
5(HEAD)
lt�148 Fx�01t
PERIMETER FASTENER
SEE FASTENER SCHEDULE
SHEETS 2.3.4
F
O V
(TiPJ
U N
Z =
TO
9
C) 1 O
11
J 9
DOW CORNING 963 OR 995 SILICONE
OMIN. 1/4' DEEP % 1/2- NIGH O
1A MIN.(Typ1B
HEAD 9/16- (NON14) LAMINATED CLASS HEAD
WITH 0. C PVB INIERLAYER
MP.)
* ®TYP. ® ALL SPLINE CONNECTIONS
NOTE: THE MATERIALS, GLAZING CONFIGURATION AND GLASS BITE SHOWN IN DETAIL 1A ARE
TYPICAL FOR ALL DETAILS IN THESE DRAWINGS UNLESS NOTED OTHERWISE.
5 5/8"
PERIMETER FASTENER
T1}
I
O O p
O o �
H H
52 DOW CORNING 795 �_ U
O 2 19 SIUCONE (TYPJ O = 19
O W B O W
O N O N
575 003 3
-O
mid
III
1DUERIOR 5 (SI L) (SILL) HORIZONTAL �n
II Dale N N - - _ Dfii46o
DOW
\ I SIDCONER cm.)
ING 795 h �
4 5/16- PERIMETER F/STE14EH 1 1/a- PERIMETER iU5H4NG ATTACHMENT FASTENER ��ilf�� �G7 THIS DRAWING IS FOR
FASTENER (NON-SrRucruRAL) MN0°xoxvllav DADE COUNTY
6• FROM FUN END AND MAX36' O.C. Product Engineering & Development
WOOD: 112 % 1-1/2' WOOD SCREW OR SMS PRODUCT APPROVAL
CONCREIF/'CBS: 1/4' % 1-t/4• TAPCON 555 GUTHRIDGE COURT
1/4- 1• sllF Waw'A NORCROSS. GEORGIA 30092 ONLY
SIDS) PHONE C770) 449-5555
2A 2B FAX (770) 734-151i0
ROBT. E. FIS - F L A. 1� 9Esu)PnON 1— M O
SILL WM. M. MEYERS, RESILL PRODUCT APPROVAL DRAWINGS JHE 02/12/02
Consulting Engineers STRUCTURAL KAWNEER IR 500 - L. M. IMPACT 11 -
9301 N.E.6thAve.C-300 _ G� 9/16' LAMINATED (0.090 PVB) T575-804
Miami Shores, FL 33138 Date: - PROTOCOLS PA 201/202/203 1
(305) 7SB-3117 5574006 Fax 362-6262 6 of 8 rs7s-ea4-fi.Dwc
scAco
} INTE619B
575-001
(JAMB)
DOW CORNING 983 OR 995 SIL1C0
MIN. 1/4- DEEP X 1/2- HIGH
"- (iYP.)
N
CORNING 795
ONE O SNAP
PLACES
INTERO
1111 I E I ILJL--o j
2 1/2' 1 DLO DLO I 2 1/2- I— DLO
r. rj
3/6' FRAME WIDTH
9/18- NOMINAL LAMINATED CLASS
OPENING. DIM. WITH 0.090 PYe INTERIAYER
(n'PJ
4A O O
JAMB STANDARD MULLION EXPANSION MUWON
ZF'U'LL3-/8- BflWEk7l SIRAP ANCHORS AS NECESSARY
1/e- SHIM BEHIND STRAP ANCHORS 8 -
IIIIEBIOH
575-001 *®TYP. ® ALL SPLINE CONNECTIONS
(JAMB)
PERINEIER FASIENFR NOTE: THE MATERIALS, GLAZING CONFIGURATION AND GLASS BITE SHOWN IN DETAIL 1A ARE
TYPICAL FOR ALL DETAILS IN THESE DRAWINGS UNLESS NOTED OTHERWISE.
wo"Wnw01k F%r1ft
newft Cade
p22a
McFawIM 2p .01
�r 1 La lJw4�
N
N
Mir ti,ee f
EXTERI
z 1/2' OLD
THIS DRAWING FOR
FRAME WIDTH
oPENINc. DIM. ROBT. E. FISHER
/// �7t5
��R
A
AnAkcsOxpo/
Product Engineering 6 Development
ld1TF1GE CURT
r�HONE S, GEOnGIA 30092ONLY
T
DADE COUNTY
PRODUCT APPROVAL
WM. M. MEYERS, P.E.
1
RIOME (77W 734-SSSB
FAx cno) 73a-1seD
Consulting Engineers
qB 9301 N.E. 8th Ave. C-300
STRUCTURAL
°` PI'l
PRODUCT APPROVAL DRAWINGS
°""" —
JME 02/12/02
wXG ra
Miami Shores, FL 33138 KAWNEER IR 500 - L, M, IMPACT
JAMB(305)758-3117557-4606Fax 362-6282
Date: p9/01/o'Y
9/16' LAMINATED <0.090 PVB)
T575-804
PROTOCOLS PA 201/202/203
uEr ts7s-ea-7.owc
7 of 8
_
S
}
1
STANDARD MULLION
575-013
575-110
STEEL
0 575-002
575-003
1 _ 575-0012 OO.
PT.
575-004
575-004
— 575-011
575-114 END DAM
575-037
-575-004
575-003
575-006 OPT.
037 FLASHING
ntma Om"a
-1 bywblkrod&
amftcmfto zzd -01
R.thud Dade od w �d
BIeW
t%IIIXM!1�i7
THIS DRAWING IS FOR
Product Engineering & Devebpment
DADS COUNTY
PRODUCT APPROVAL
ROBT. E. FISHEk
t1875
sssS GEORGcwnr
t�ecrmss, ¢rRe[A 3aos2WM.
ONLY
M. MEYERS, P.E.
FLA.
FAX inoi is i53o
Consulting Engineers
STRUCTURAL
acsalrr,m
a w By a E
9301 N.E.61h Ave. C-300
PRODUCT APPROVAL DRAWINGS
JME 02/12/02
Mlemi Shores, FL 33138
(305) 758.3117 557-4006
Dater %��/dam
KAWNEER IR 500 - L. M. IMPACT
Far 382-6282
- -
9/ 16' LAMINATED (0. 090 PVD)
T575-804
PROTOCOLS PA 201/202/203
a¢T T573-BW-e.ewc
sMQ
I
of 8
John B. Scates, Professional Engineer
141 l'LeMay Suite 205
Carrollton TX 75007
(912) 466-055o Fax; (972). 466-266?
June 8, 2.005
Windsor Door
5800.Scott.Hamilton Rd
PO Box 8914 FL #1416
Little ROOIC, AR 72119
To Whom It May Concern;
At the request of Windsor Door, I have reviewed the draw
conducted in the presenings and tests listed below. These tests were
ce of and verified by an independent Florida engineer and complied with ASTM
theseE330-84 or ANSUDASMq 108-2002 The pressures listed on the drawings are either direct results of
these tests or results obtained through rational engineering analysis based on the;:;actriai-tests. I have
concluded than the eQastruction shown on these drawin e0m
Florida Building Code Section 1714.5.3.1. I pl3' with the test requirements of the 2004
detailed in Florida Statute 9B_72, section 72.1.1 I meet the requirements of "independence" as
Drawing*
99-B-032 Sheets 1 thm 4, Rev L, Models.724,.426, 730, 735, 750, 800, 755; 765 for FBC 110 mph
99-B-033 Slreets'1 tlzi�i'3; Ray j;1►�o
99-B &10 724, 426, 730, 735, 750, 800, 755, 765 for FBC 120 mph
-034 Sheets 1 thm 3, RevT, Models 724, 426, 730, 735, 750, 800. 755, 765 for FBC 130 mph
99-B-039 Sheets 1 liti 3, Rev I, -Models 724, 426, 730, 735, 750, 900, 755, 765 for FBC 140 In
99-B-036 Sheets I thru 2, Rev E. Models 775, 795, 770 for FBC 110 mph
99-B-037 Sheets I thm 2, Rev E, Models 775, 795, 770 for FBC 120 mph
99-B-038 Sheets 1 thru 2. R v.K Models 775, 795, 770 for FBC 130 mph Exp B
99-B-071 'Sheets I thru 3, Rev B, Models 775, 795, 770 for FBC 140 mph Exp B
99-B-072 Sheets 1 thm 2, Rev B, Models 775, 795, 770 for FBC 130 mph Exp C
e ts:
SBC-1, SBC-5, SBC-9, SBC-12
950922-13, 960408-A, 960408-C, 960408-D, 960517, 960606-B,
ETR-.0166, ETR-0161, ETR-0168, ETR 0174, E7R 0175, ETR-0lfl6, ETR 06 8,, ETR101779,
E71�L-0I80, ETR-0181
Model DmgtRtion•
These doors are 2-inch nominal.thielmess;.
Model 724 is $ 25-gage Pan -door with pattern inside the embossed -panels.
-Model 426 is a 25-gage pan door with horizontal ribs in lieu of rectangular embosses.
Model 730 is a 25-gage pan door with plain embossed panels. -
Model 735 is a 25 gage insulated paaydooX witb 1/2 inch of polystyrene insulation.
Model 750 is a 24-gage pan door with' p}aih embossed panels.
Model 755 is a 24-gage pan door with striped embossed panels.
Model 765 is a 24-gage pan door with decorative additions.
Model 800Is a 25-gage polyurethane insulated door with metal backspin. (Formerly 550)
Td wuez:60 900Z BT 'haW 9LS06Ti7Z! : 'ON Xtid HOOQ 39U6 S 9d 83WU: W08J
Model 550 is the prevlous deglgnation for taodai 800, representing the same door with
different names, and is therefore also approved.
These -doors are 1-3/S inch nominal thickness:
Model 775 is a "nainsulated door with .015 pan and .D 13 steel baolcslcin.
Model is a stren
ye -insulated door with .015 pan and .013 steel backskin with
decorative additions.
Model 795 is a polY9rPd=e-insulated door with .015 pan and .013 steel bacicskin.
Thtsettwa models are bLdb doors with "Carriage door" decorative additions:
> Model 755 is equivaleatto Model 750 for the purposes Ofwindload limitations.
x Model 765 is equivalent to Model 750 for the purposes of windlcad limitations
y Model 770 is cguivaleat to -Model 775-for theputPoses of windload limitations.
Limitations:
The drawings cited above are an explicit part of this e
report door not valuation report. The text of this
tempt to address all of these drawings as well. design details, but relies upon the Illustrations and text
The "mph" designations in the titles of.the
and do not represdrawings are .for convenient classification only
ent approval of these products for said mph zones within Florida, Rathe
each• door should- be-b osen based on the "psP requirement determined for r,
a specific
installation or locale. Durir+g presore testing, the door was held fors all Florida wind guse Speeds of go mph and kigher. ufficient duration for
Design pressure limits v cry by size and constcnotlon as shown on the drawings. Doors
em ce--the a width than the
Since tspeolf1c sins. shown may use the construction of any wider size.
strength of't c door as it Is trimmed to narrower sizes increases futer than the
windload requirement due to reduced area, the door can be approved for the pressure of the
larger, base -door size, For example, If the rating for a 90 will satisfy the calculated
pressure for a 9x7 at a glven location, then an 8x7 using the same 9x7 construction will also
meet the Code requirement, oven though the calculated pressure requirement for the 8x7 is
higher. This is becatase the strength of the SO is also
greater than thedifferent haights may use a 00mbination of individual sectionheights so9Jon. Doors of
g 4. a) no
section height ads the section height of the
does not exceed 14 feet. approved door, and b) the total door height
The location of the -track, brackets
inches. as shown on these drawings may vary by plus or minus 1.5
Low Headroom track may be used in lieu of Standard Lift track
The horizontal track may be reinforced with an angle as needed to support the door weight,
The constructioe of the horizontal track, including the track; thickness, is determined by
Windsor?,tpublicDoor.and does not af'ectthiswindload evaluation.
Stop molding rbdst be installed along the vertical jambs and across the header of the opening
so that the size of the oponiag is reduced sufBoientiy to provide at least '/, inch of overlap
Zd W1j62:60 900Z 8I '"w 9LS061bZZZ: 'ON Xdd NOOQ 9EJdddE) Hd N3Wti: WOd.J
with each edge of ttse door. not to exoeed 9 lilohes. Stop molding is to be secured with nails or screws on spacing
The rated pressures may not be achieved unless the door is held closed during the wind
event. LOGICS must be angVed into both trsoks, or altemately an electric operator attached to
the door prior to the wind evelrt
These drawings do not apply to areas that require impact resistance of the doors.
Sincerely.,
John E. Scates PE
Florida PS # 51737
Ed WH0b:60 900E tat 'hE?W 94SOSIVE44: 'ON Xtid 800a 30UNUO tad 83Wd: WOHJ
P'on'aa B-Lifiding Code . 0jii . ne
Page I of
, . -09INkIn
User: Public c; User- - Not Associated with Organization
Application #..
FL1416-R2
Date submitted:
06/09/2005
Code Version:
2004
Product
Manufacturer:
Windsor Door Compan.j.
Address/phoge/rm,h:
S800 Scott Hamilton Dr.
Little 40c1c. AR 72209
(501) 562-3972
Rick- Butzjw
Technical
-1800 Scott HOIDilton Dr.
Little Rook Ap
Ad e�q '."a 72-109
#9 ---'butzlgff(4)vPindsoydoor.rurn
Category.
Extelior Doors
SubcateScry:
Sectional
Evaluation U041od- Evaluation Report from a Florida Re
ed Architect
Baginew gister hi 01 Florida Professional
Referenced Standards _4�
from the Florida &Wldu—d Y2,,j
Building Code:
ASTM # E330 1984
ANSICASMA 108 _i002
Florida rmgiuw or
Arohitmt Name:
jolm E. scales
'---13 - 7
Quality Assurance
Entity:
OM089 Point Laboratories
Validation Entit).
Xurt Diftirir-.h 13P
htTP://www.floridabuilding.Org/Pr/P,*—ded-aSP?IP . T=1416&RV=2&fm=p,0STC17
9/1 612on i
Vd WUOV:60 900E BT -FlIeW 9Z.S06TVE4L: 'ON XHd NOOG 39U6bg Ed 83WU: WONA
i
I
I
Florida Bui dhig Code 0111ine
Authorized
Signature•
Evaluation/Test
Repcv-ts Uploaded:
Rick Butzlaff
rbutzlatf r@windsurdour.com
'Page s 01
Installation
,..,r,..�.�,�,. iL �
JVS
ALL.ft
Doctnnents
Up) u aded:
PrOduct Approval
Method: Method 1 Option D
Application Status: Approved
Date Validated: 06/09/2005
Date Approved. 06/29/2005
Date Ccitificd to the
2004 Code:
Page:
Page 1 1 i
Product Model # or Name
Model Description P
Limits of Use
-B-032, Models 724, 730,
FBC 110 MPH, up5
2735
01 B'wide
Not for use in HVHZdels
724,730,
F13C 120 MPH, up5
o 18'wide
Not for use in HVHZ
6; Models'724, 730,
FBC 130 MPH, tip
to 18' wide
Not for use in HVHZ
1416.4 99-B-036; •Mod91s 77&, 795
FBC 110 MPH, up
to 18' wide
Not for use in HVHZ
1416.5 99-B-037, Models 775 795
FBC 120 MPH, up
'
o 18' wide
IVo1 for use in HVHZ
1416,E 99-B-038, Models 775, 795
FBC 130 MPH, up
0 18' wide
Not for use in HVHL
1416.7 -79-8-039, Models 724, 730,
735
FBC 140 MPH, up
0 18' wide
Not for use in HVHZ i
1416.i^s 99-B'-057, Models 240, 200 Cornmercial
Sections( (Single
Not for use in HVHZ i
''R'�%'v,�ww.flor) dabuildin or o/pr/pr_defl asp? IPT=1416&RV=2&fm=ROSreh
c
J/ I p/30G5
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t
Florida Building Code Qnlibe
1416,9 89_B-Q58 Models 240, 200
1416.10 99-B-p5g Models 240, 200
1416.11 99-B-071
Models 775, 795
1416.12 99-8-072
Models 775, 795
Page ? of
Commercial
Sectional (Alternate Not for use in FiVFi?
Struts
Commercial
Sectional (Double Not for use in HVHZ
Struts)
FBC 140 MPH, up
0 18' wide Not for use in HVHZ
FBC "130 MPH Exp.
C 1 u to 16' wide Not for use- in HVHZ
', __�..w.wig:rvism;:N,.�4i�:�i�iL��`7h�y�'1.�41�y�'�.FL��f .t �'•�
�agFp� � � ri M e d Dlaclai�r
02000 7 hr State of Florida, All rights reserved.
`'•�L`:������,floi•idabuilding.org/pl'/pr_detl.asP?n'T=141o&RV=�.�f..._,�r,r, ,
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Calculation Methods for Sectional Doors
Recognizing that not every door adze can be tested, a means of rational engineering analysis must b�
developed. These calculation methods were used to determine the rated pressure for door sizes not
specifically tested. Two areas must be, checked when adjusting pressures for other door sizes.
1, The strutting/sections are subject to Mure from bending. From the bending moment equation,
M = w * Ls / 8 where "w" is windload;, and "L" is door width;
it can be seen that a constant bending moment is a function of L=. Thns, to calculate the
pressure, w' for a door. ofwidth L' that omen the same
of. "w" for a width of "L'" bending moment as a tested pressure
Lim.itataon9: Experionce has shown that struts fail not only by pure bending collapse, but
also by twisting instability that is controlled by the unsecured free span length. Thus, the
gtm ting per section must be Ibc: came for both doors, and the spacing of the strut attachment
to the door (or stile Vaoing) must be. similar,
?. The lfactor for and
function
primarily of the stiles, rollers, end hinges, track gage, and track bracket spacing is a
pritotal pressure against the door.
The area of the door b000rnes controlling thatior for these items and must be checked in
addition to the bonding loading a To calculate the limiting pressure, W for a door of width
L' that Creates the same Looading on flu edges of the door at a pressure of "w" for a width of
w'=w * L/L'
Another similar load cm inwolvee th6rhsnge of door section height. This is encountered
when converting 7+ tall doors to 8' egWvaient, No 7', or 8' x (4) section to 8' x (5) section
doors. A reasonable $pP�ximadon ofthe anticipated results for a new door height can be
obtained by using the ratio of soction heights. This assumes that the bending strength is
proportionally altered by this ratio, and that the rollerhiingehraok loading is proportional to
• • this ratio. To calculate the Limiting pressure, W for a door with section height, of H' from a
tested door at a pressure of'w,, with Section height of If, ;
In tnaDY cases, Windsor Door chose a simple, conservative approach;
If the pressure was ostabliehed for a (4) section T tddoor using 2l" sections, the same
pressure rating was-CWMN for the stronger (5)-sect on 8' tall doors that used 14" tall
seal ons, ' '
S'r"" rly, if the pressure was established fora (4) section 8' tall door using 24" tall sections,
the same pressure was claimed for the stronger (4) section 7' tall door that used 21 "tall sections. _
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