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FL #
FL8791
Application Type
New
_ Code Version
2004
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Arch Aluminum and Glass Co., Inc.
10200 NW 67th Street
Tamarac, FL 33321
(800)432-8132 Ext198
fdeato@archaluminum.net
Bong Deato
fdeato@archaluminum.net
FROILAN BONG DEATO
10200 NW 67TH ST
TAMARAC, FL 33321
(800)432-8132 Ext198
fdeato@archaluminum.net
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
Miami -Dade BCCO - CER
Standard
FBC 2411 3.2.1 / TAS 202-94 Force Entry
TAS 202 Air Infiltration/Uniform Static Air
Product Approval Method Method 1 Option A
Date Submitted 04/25/2007
Year
2004
2004
Date Validated 04/25/2007
Date Pending FBC Approval 05/14/2007
Date Approved 06/27/2007
Summary of Products
FL *
Model, Number or Name
Description
8791.1
MEDIUM STILE ALUM ENTRANCE
MEDIUM STILE OUTSWING ALUMINUM ENTRANCE DOOR
DOOR WITH TRANSOM -NI
WITH TRANSOM (NON -IMPACT)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL8791 RO C CAC 06112902.&
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
Design Pressure: +108/-108
Installation Instructions
Other: MEDIUM STILE OUTSWING ALUMINUM ENTRANCE
FL8791 RO II 06112902.pdf
DOOR WITH TRANSOM (NON -IMPACT)
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
8791.2 WIDE STILE ALUM ENTRANCE
WIDE STILE OUTSWING ALUMINUM ENTRANCE DOOR WITH
DOOR WITH TRANSOM -NI
TRANSOM (NON -IMPACT)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL8791 RO C CAC 06112901.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
Design Pressure: +122/-122
Installation Instructions
Other: WIDE STILE OUTSWING ALUMINUM ENTRANCE
FL8791 RO II 06112901.pdf
DOOR WITH TRANSOM (NON -IMPACT)
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
MIAMF
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com
Arch Aluminum & Glass Company, Inc.
10200 NW 67`h Street
Tamarac, FL 33321
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- shallnotbe 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: Series "Medium Stile" Outswing Aluminum Entrance Door w/ Transom — N.I.
APPROVAL DOCUMENT: Drawing No. 05-319, titled "NI Series Aluminum Medium Stile Outswing Door
Non Impact", sheets 1 through 9 of 9, dated 10/02/05 and last revised on Apr 18, 2006, prepared by EngCo Inc.,
signed and sealed by Pedro De Figueiredo, P.E., bearing the Miami -Dade County Product Control Renewal stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: None: Approved Hurricane Protection Devices, complying w/ FBC are required
Limitation: 1. Option 1: The 3-point & 2-point multi ply lock system is manufactured by Adams Rite Mfg. Co.
2. Option 2: The 2-point 2086 Concealed Vertical Rod Panic exit device is manufactured by Jackson Co.
3. Storefront & curtain wall is not a part of this approval
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 renews NOA # 05-1012.05 and consists of this page 1 and evidence page E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No 06-1129.02
Expiration Date: December 31, 2011
Approval Date: February 01, 2007
Page 1
Arch Aluminum & Glass Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS (transferred from file # 05-1012.05)
1. Manufacturer's die drawings and sections.
2. Drawing No. 05-319, titled "NI Series Aluminum Medium Stile Outswing Door Non
Impact", sheets 1 through 9 of 9, dated 10/02/05 and last revised on Apr 18, 2006,
prepared by EngCo Inc., signed and sealed by Pedro De Figueiredo, P.E.
B. TESTS (transferred from file # 05-1012.05) original test conducted per SFBC, PA 202-94
now known as TAS 202-94.
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94 (Not performed)
4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
Along with installation diagram of aluminum out -swinging impact entrance door with
fixed light prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-
1510, dated 12/06/96, signed and sealed by Gilbert Diamond, P.E.
2. Additional Re -verification test per TAS 202-94: Test report No. FTL 5072 dated
10/16/2006, issued by Fenestration Testing Laboratory, Inc, signed and sealed by
Edmundo Largaespada, P. E.
C. CALCULATIONS (transferred from file # 05-1012.05)
1. Anchor Calculations and structural analysis, complying with FBC-2004, prepared by
EngCo Inc., dated 03/09/06, signed and sealed by Pedro De Figueiredo, P.E.
2. Glazing complies with ASTM E1300- 98 &-02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None
F. STATEMENTS (transferred from file # 05-1012.05)
1. Statement letter of conformance and no financial interest, prepared by Engco Inc., dated
10110105, signed and sealed by Pedro DeFigueiredo, P.E.
2. Statement letter of compliance, part of above referenced test reports.
G. OTHER
1. This renews NOA # 05-1012.05 expiring December 31, 2007.
2. Test Proposal # 06-0273 approved by BCCO.
3. Previous associated files to this approval are NOA(s) # 01-0226.05.
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No 06-1129.02
Expiration Date: December 31, 2011
Approval Date: February 01, 2007
E-1
L�USE DOOR IN COMBINATION WITH AN APPROVED
STOREFRONT/ CURTAIN WALL FRAMING
SEE STOREFRONT NOA
FOR ANCHOR SPECIFICATIONS
:J L; �— C �— L —� L J
HEADER
II I
II I II
I / \ JAMB
II £Z I / 5 \ F===9F==
I I Z I MEETING I I I
XQ I —STILES H100� I II / —
I I // o I I I I
II A I HID
II
II I DOMa
T'LL
-�F== 9FI==
72' MAXIMUM
DOOR ❑PENING SEE STOREFRONT
NOA
SEE XX CONFIG, FOR ANCHOR SPECIFICATIONS
XX OR X DOOR IN COMBINATION WITH AN APPROVED STOREFRONT FRAMING
GENERAL NOTES!
1- CODE, THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION -
(INCLUDING HIGH VELOCITY SECTION)
2- DEFINITIONS THIS PRODUCT IS A NON IMPACT ALUMINUM
OUTSWING DOOR. - MEDIUM STILE MODEL
3- LIMITATIONS. 3.1- THE USE OF THIS PRODUCT IN WIND-BORNE
DEBRIS REGION WILL REQUIRE APPROVED IMPACT RESISTANT
HURRICANE SHUTTERS.
3.2- DOORS ARE NOT TO BE USED WHERE WATER
INFILTRATION REQUIREMENTS MUST BE MET.
3,3- DESIGNED PRESSURES MUST NOT EXCEED THE
ALLOWABLE DESIGN RATE ON TABLES 1 ON SHEET 2.
4- LABELING EACH UNIT SHALL BEAR A PERMANENT LABEL WITH THE
MANUFACTURER'S NAME OR LOGO, CITY, STATE AND THE FOLLOWING
STATEMEMT. 'MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED'
5- DESIGN LOADS, LOADS MUST BE CALCULATED BY A PROFESSIONAL
ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT,
6- MATERIAL, ALL ALUMINUM PARTS TO BE 6063-T5 OR AS
INDICATED AND GLAZING TO BE 1/4' TEMPERED GLASS AS SPECIFIED
ON THIS APPROVAL.
7- FASTENERS- ASSEMBLY SCREWS AND ANCHORS SHALL BE AS
SPECIFIED IN THIS CURRENT SET OF DRAWINGS.
8- USE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,
ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING
8.1- THE STABILITY OF THE STRUCTURE WHERE THE UNIT IS TO
BE ATTACHED INSURING PROPER ANCHORAGE.
a' 2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT
LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC.
8.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC
PROJECT.
9- 33 1/3% INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN
THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL,
HOWEVER, WOOD ANCHORS WITH 1.33 INCREASE FOR WIND LOAD
DURATION HAVE BEEN USED.
TYPICAL ELEVATIONS
20 1/2'x72'
TRANSOM LITE
LO
W 6
2 z
w Z
£ W
a Q
LW
W
X 0
a 0
£ q
O X
.N. a
S
USER INSTRUCTIONS,
I- DETERMINE PROJECT DESIGN WIND
LOAD PRESSURES (Pd) AS PER ITEM
5 OF GENERAL NOTES, SHEET 1.
2- VERIFY IF MAXIMUM DOOR
ALLOWABLE PRESSURE AS PER TABLE
I ON SHEET 2 IS GREATER THAN Pd.
3- INCORPORATE A VALID NOTICE OF
ACCEPTANCE FOR THE FRAMING WHEN
DOORS ARE TO BE PART OF A
STOREFRONT OR CURTAIN WALL
ELEVATION,
MANUFACTURER:
36' MAX. Arch Aluminum
DOOR —' & Glass Co. Inc
OPENING 10200 NW 67TH STREET
r I
TAMARAC - FL - 33321
TEL-(800) 432-8132
1 FAX-(954) 724-9293
TRANSOM
2
w
HEADER/
2 z
Li2 Z
d
/ O
rY
W 0
/ DOOR
ac
JAMB
X 0
a a
£
0 H10
0 a
O X
N a
—
/
a
I
DAMD
JAMB \
27 I/8'x85 1/8' 1
DOOR GLASS LITEJ
- XX/O OR X/0 - PAIR OR SINGLE DOOR WITH TRANSOM
ILLUSTRATION 'Z'
I ---OVERHANG
a pyq/V
OJw O
L
NOTES
1- UNITS MUST BE INSTALLED AT
LOCATIONS PROTECTED BY A OVERHANG
MEETING CRITERIA AS PER ILLUSTRATION
'Z' OR IN NON -HABITABLE AREAS WHERE
WATER INFILTRATION IS ACCEPTABLE.
PANLWZD
[eee Me Blsdrl
~I
u
W Z
2 Z
w w
£ C.
a 0
D O!
w ❑
L:
X q
a
£ X
a
v £
\
Z0
a,
01 75�' MAX. _
FRAME WIDTH
72' MAXIMUM
DOOR OPENING
4EADE/i C
/ \ JAM]
/ 5 \
MEETING
STILES HIOO
H101/
JAOR
MB
27 1/8'x85 1/8'
DOOR GLASS LITE
39j' MAX.
FRAME WIDTH
36' MAX.
i-- D❑
XX OR X - PAIR OR SINGLE DOOR
PRODUCT:
NI SERIES
ALUMINUM
MEDIUM STILE
OUTSWING DOOR
NON IMPACT
Engineering:
of +.EngTo .3nr.
CA B116
6971 W. Sunrise Blvd. 104
Plantation, Fl. 33313
Tel.: (954) 585-0304
Fax: (954) 585-0305
4.
APR 1 a Zoos
Enolneer Seal
Pedro De iiguslredo
PE 52509
Date: 10/02/05
Scale: NA
Design by: PPMF
PRODUCT CONTROL DIVISION
D��411 w11B IYs PIwYs
7Aw*i-W!
Drawing Number
05-319
Sheet
1 of 9
TABLE 1 - ALLOWABLE DESIGNED PRESSURES
DOOR
DOOR
TRANSOM
ALLOWBLE PRESSURE (i)
WIDTH
HEIGHT
HEIGHT
OPTION 1
OPTION 2
OPTION 3
(IN)
(IN)
(IN)
(PSF)
(PSF)
(PSF)
0
.0
1 My.8
18
108. 0
100, 8
78. 2
80
24
101.3
94.5
78.2
30
92.6
86.4
78.2
60'
36
85.3
79.6
76.5
PAIR
0
102, 9
96. 0
74. 5
30'
18
102. 9
96. 0
74, 5
SINGLE
84
24
98.2
91.6
74.5
30
90, 0
84. 0
74. 5
36
83. 1
77, 5
74. 5
18
90. 0
84. 0
-
96
24
90, 0
84.0
-
30
83. 1
77. 5
-
36
77. 1
72.0
-
18
90.0
84.0
65.2
80
24
84, 4
78. 8
65. 2
30
77, 1
72. 0
65. 2
36
71. 1
66, 3
63. 7
PAIR
72'
18
85. 7
80. 0
62, 1
SINGLE
84
24
81. 8
76. 4
62, 1
36'
30
75.0
70.0
62. 1
36
69.2
64.6
62. 1
0
-
96
I8
75.0
70.0
-
24
75, 0
70. 0
0
77. 1
72.0
-
PAIR
80
18
49.8
46.4
-
84'
21
48.0
44.9
-
SINGLE
0
73. 5
68, 6
-
42'
84
18
47. 9
44, 7
-
NOTES,
1- BL DOOR WIDTH AND HEIGHT ON TAE 1 ARE OPENINGS DIMENSIONS.
2- SEE HARDWARE SCHEDULE FOR ALLOWABLE PRESSURE OPTIONS
3- PRESSURES ARE POSITIVE AND NEGATIVE. HARDWARE OPTIONS:
I
Lu
z
z I-
a�
oW
Cz x
APPROVED CONFIGURATIONS
XX
X
\�
yc
z
w=
a. L7
V
C3 =
Si
-O ENI NG--i
--�
❑ EONING
�-
WIDTH
WIDTH
o7XX
-�
O/X
/
C3~
ox
z
,-_,
¢w
of =
�r
Ic
z
zI-
wx
ao L7
_
•-
_
r
Y
CS
Y
_DOOR OPENING
DOOR
OPENING
WIDTH
WIDTH
OPTION
LOCATION
DESCRIPTION
ITEM
ALLOWABLE
NUMBER
PRESSURE (PSF)
1
ALUMINUM ROTON HINGE
H40
TABLE 1
W
HINGE
OPTION 1
2
TOP MID L 813TTOM PIVOTS
H30 L H31
4 1/BRASS U HINGES
H2O
o n
STILES
Z >
4
TOP L BOTTOM PIVOTS
H30
TABLE I
= a
OPTION 3
5
ACTIVE
3 POINT LOCK KEY OPERATED
L13
TABLE 1
STILE
FROM EXTERIOR AND THUMB TURN
OPTION 1
ON INTERIOR
6
ACTIVE
I POINT LOCK KEY OPERATED
L11
TABLE 1
W
STILE
FROM EXTERIOR AND THUMB TURN
OPTION 3
1,
1,
13N INTE RIOR
O
J
7
INACTIVE
TWO MANUALLY OPERATED
L12
TABLE I
STILE
FLUSH BOLTS
OPTION 3
8
INACTIVE
2 POINT LOCK OPERATED ON
L14
TABLE 1
STILE
INTERIOR WITH THUMB TURN
OPTION 1
U w
9
ACTIVE
2 POINT LOCK OPERATED ON
TABLE I
Z
INACTIVE
INTERIOR W/ 20eG DEVICE
LID
OPTION 2
¢ >
STILES
AND KEY ON EXTERIOR
aw
A
Arch Aluminum
& Glass Co. Inc l
10200 NV 67TH STREET
TAMARAC - FL - 33321
TEL-(800) 432-8132
FAX-(954) 724-9293
PRODUCT:
NI SERIES
ALUMINUM
MEDIUM STILE
OUTSWING DOOR
NON IMPACT
Engineering:
+FngTo +lnr.
CA 8116
6971 W. Sunrise Blvd. 104
Plantation, FI. 33313
Tel.: (954) 585-0304
Fax: (954) 585-0305
APR 18 2006
Engineer Seal
Pedro De Fiquelredo
PE 52609
Date: 10/02/05
Seale: NA
Design by: PPMF
PRODUCT CONTROL DIVISION:
PROD41CTREN9W1W raowcrttEVIIIIIIIIIIII
rseie/plegwW1MBlrli !!!�1Cob r1I1r111
7_
D�NYee • LL ` B1Y11
e
Drawing Number
05-319
Sheet
2 of 9
GLAZING DETAILS
TYPICAL TRANSOM
i13�
I �1/4' TEMPERED
GLASS
14
DOOR VERTICAL STILES
D111
D1127 r D16
a
G12 INTERIOR
1/4' TEMPERED
GLASS
D15
MIN. J' EXTERIOR
GLASS BITE
DOOR TOP 6 BOTTOM RAILS
1/4' TEMPERED
GLASS
-rub W
=
G12
Z N
E
D16
U)
1511!
DI0l,Dl02
D103,DlO4
X Y x
rn
(E.D.)
MIN. EDGE
CONT. BEAD DISTANCE
OF SILICONE
ate"
CE. D. > TYPICAL ANCHORS
MIN, EDGE SEE SHEET 8 of 9.
DISTANCE
OPTIONAL
IX OR 2X a
woon BUCK
O OPTIONAL
OVERHEAD CONCEALED F17
DOOR CLOSER F23
F15
#Bx1 3/4' FHSMS
3' FROM EA END L
10' OC i
G11 F22 m\ J�
DIOI-104
2' ALTERNATE
HEADER
C
MANUFACTURER:
Arch Aluminum
& Glass Co. Inc
10200 NW 67TH STREET
TAMARAC - FL - 33321
TEL-(800) 432-8132
FAX-(954) 724-9293
•TYPICAL ANCHORS
SEE SHEET 8 of 9
PRODUCT:
OPTIONAL
NI SERIES
Ix OR 2x
ALUMINUM
WOOD BUCK
MEDIUM STILE
FI1, F121 W/ F19
OUTSWING DOOR
NON IMPACT
I
ALTERNATE
TRANSOM
Engineering:
G13
_
4�ngTo +lnr.
TEMPERED
_,�1/4'
GLASS
CA ells
6971 W. Sunrise Blvd. 104
#10-24x1/2' FH
Plantation, FI. 33313
THREAD CUTTING MS
Tel.: (954) 585-0304
8 2 l/4' FROM ENDS
Fax: (954) 585-0305
6 12' ❑C
F16
pp
tll
FIS
OPTIONAL
OVERDOORHEAD
APR 18 2006
CLOSERNCEALED
Engineer Seal
Pedro De
JFigueiredo
TO'
8x1 3/4' FHSMS
PE 32609
' FROM EA END 6
OC
Date: 10/02/05
-G11 22
Scale: NA
P40W CT=XzWjD
Design by: PPMF
rren„y.
Mass086
ilZ
PRODUCT CONTROL DIVISION:
-
""�yf01j
D101-104 � y �• �,. k-
M1r1 (�eae1
Asredl�illa�ew
4rrlee a.
2A' ALTERNATE
~
MULL HEADER
Drawing Number
05-319
Sheet
3 of 9
(E.D.) MIN, EDGE OPTIONAL 1X
DISTANCE TYPICAL ANCH RS OR 2X WOOD BUCK
A- #14 SS W00 SCREWS OR 1/4' TAP (IN
TYPICAL ANCHORS W/ 1 1/2' EMBED, INTO WOOD (SG-.55) CONT. BEAD
SEE SHEET 8 Of 9 OF SILICONE
B- 1/4' TAPCONS W/ 1 1/4' EMBED. INTO
MASONRY
C- 1/4-14 SELF DRILLING SCREWS INTO •� H �—
METAL STRUCTURES (1/8' MIN. 6063-TS
1 ALUMINUM OR ASTM A36 STEEL)
TRANSOM �
E. D. = 1' FOR WOOD
E. D. = 3' FOR CONCRETE {
F19 E. D. = 3/4' FOR METAL r
F12
1/4' TEMPERED
v L) ❑
�Z POU
. J
a XO zZvW
i
101-104 c)O
2A
I MULL HEADER
CURTAIN WALL OR WINDOW
WALL INSTALLED AND
- JDESIGNED BY SEPARATE
PRODUCT
APPROVAL
I I�
II
F11
L=k--F21
1/4-14 SELF DRILLING
SCREWS INTO ALUMINUM
CURTAIN WALL AT 12'OC
211
ALTERNATE
HEADER
0
z
z S
w M
o w_
d'
O J
Z
a
a 1/4'
o• TEMPERED
xQ a GLASS
Z
J
U .u»
a >
r �
BEAD OF SEALANT
C E. D. )
MIN. EDGE
DISTANCE
MANUFACTURER:
Arch Aluminum
ANCHORS
& Glass CO. Inc
L-SEE
T 8 of 9
10200 NW 67TH STREET
TAMARAC - FL - 33321
TEL,(800) 432-8132
UU
FAX-(954) 724-9293
—Fit OR
F121 W/
F19
PRODUCT:
NI SERIES
F21
ALUMINUM
MEDIUM STILE
OUTSWING DOOR
NON IMPACT
z
HEADER
Engineering:
Tinq(ff a +1nr.
DIOI-104
CA 6116
6971 W. Sunrise Blvd. 104
Plantation. FI. 33313
Tel.: (954) 585-0304
Fax: (954) 585-0305
3
SILL
D102-104
r F20/F201
TYPICAL ANCHORS
SEE SHEET 8 of 9
APR '1 8 2006
Engineer Soul
Pedro De Figusindo
PE 52609
Date: 10/02/05
Scale: NA
Design by: PPMF
PRODUCT CONTROL DIVISION:
rRO9UCF•D9VII=
res�PweelleblYMls
rQii 0 S
9h�Ye1Ye
BRA"
Drawing Number
05-319
Sheet
4 of 9
FIB
TYPICAL ANCHORS
A- e14 SS MOOD SCREWS OR 1/4' TAPCONS W/ 1 1/2;
-
EMBED. INTO WOOD (SG=.55)
4A
HINGE OR LOCK JAMB B- 1/4' TAPCONS W/ 1 1/4' EMBED, INTO MASONRY
WITH SIDELITE
OPTION 1 C- 1/4-14 SELF DRILLING SCREWS INTO METAL
F21 STRUCTURES (1/8' MIN. 6063-T5 ALUMINUM OR ASTM
A36 STEEL)
D111-112 E.D.= I' FOR WOOD
E. D. = 3' FOR CONCRETE
E. D. = 3/4' FOR METAL
INTERIOR INTERIOR
L1/4' TEMPERED
lJ GLASS
SIDELITE PART EXTERIOR
OF 4500
STOREFRONT 1 3/4' 72' MAX, DOOR OPENING
APPROVAL
75 1/2' MAX. FRAME WIDTH
5
MEETING STILES
D121-122-1 r-D131-132
' 1)18
-72' MAX. DOOR OPENING
75 1/2' MAX. FRAME WID'
FIB
TYPICAL ANCHORS F19
SEE SHEET 8 or 9
4
JAMB TO PALL
F21-:
D111-112�
OPTIONAL MANUFACTURER:
IX OR 2X Arch Aluminum
WOOD BUCK & Glass Co. Inc
10200 NW 67TH STREET
TAMARAC - FL - 33321
TEL: (800) 432-8132
FAX (954) 724-9293
W
W Z
^04
=g
1/4' TEMPERED a W H
GLASS W a
EXTERIOR
72' MAX. DOOR OPENING -�- 1 3/4'
MAX.
75 1/2' MAX. FRAME WIDTH 1/4'
SHIM
/RDOUCTRENEWED
r erPyYie wkb On Florwo
Aes« ob-112q o2
E■1++wwi.��e\1
CURTAIN WALL OR WINDOW WALL Ry 511A o
INSTALLED AND DESIGNED BY SEPARATE PRrl ceewel
PRODUCT APPROVAL DI.Yse U
INTERIOR FIB- Z
ZN
---� HINGE OR4LOCK JAMB F19 I J X ..
WITH SIDELITE I I O -J
1/4' TEMPERED OPTION 2
J
GLASS I
EXTERIOR I y ` Z
F21 v
u
n z
a
v�
D111-112� I i -.NU
INTERICR
I__. —
1/4' TEMPERED) r �`� rl In
GLASS L� 1 I
EXTERIOR
---72' MAX. DOOR OPENING 1 3/4' — — J
MAX. 1/4' SHIM
75 1/2' MAX, FRAME WIDTH OR NO SHIM
PRODUCT:
NI SERIES
ALUMINUM
MEDIUM STILE
OUTSWING DOOR
NON IMPACT
Engineering:
Eng(go Jnr.
CA 8116
6971 W. Sunrise Blvd. 104'
Plantotlon, FI. 33313
Tel.: (954) 585-0304
Fax: (954) 585-0305
APR 18 2006
Engineer Seal
Pedro De ngusiredo
PE 52509
Date: 10/02/05
Scale: NA
Design by: PPMF
PRODUCT CONTROL DIVISION:
.Cr-lu v
rwrgliYtelRIYIYMRI
rBoap}
r
show
Drawing Number
05-319
Sheet
5 of 9
r
u
z
W
J
TOP
PIVOT
6
W
/
INTERM.
PIVOT
\
o
W
\
BOTTOM
PIVOTJ
b
HINGE OPTIONS
TWO ROWS
#12-24X3/4 FH SELF
TAPPING SCREWS
#12-24X3/4 FH
SELF TAPPING SCREWS
H40
C13NTINUDUS ALUMINUM ROTON HINGE
HAGER 780-112
FASTENED TO FRAME AND DOOR STILE WITH-
C25) TOTAL SCREWS ON 80 L 84' DOORS
H311
H30/H31
OFFSET PIVOT HINGES
OFFSET CAST ALUMINUM PIVOT HINGES
INTERNATIONAL H26 (TOP L BOTTOM)
INTERNATIONAL H14 (MIDSPAN)
J10-24 FH SELF
TAPPING SCREWS
4 PER HINGE SIDE
H22 H21
H2O
4 1/2' BRASS BUTT HINGES
HAGER BB-1191
1 'FROM CL TO BOTTOM 13F DOOR
7' FROM CL TO TOP OF DOOR
ONE AT MIDSPAN
BILL OF MATERIALS
ITEM #1
PART N
DESCRIPTION
MATERIAL/REMARKS
-------
-----------------
-------
A-
1/2' TOP RAIL-T
D102
I A A- 2
' TOP/BOTTOM RA
-T
D103
I AGA-69
7 1/2' TOP/BOTTOM RAIL
6063-T5
4
1 A -
-
1
-------
-----------------
-------
N
l 2
I A A-
' HINGE STILE
6 6 -T
D120
I -------
-----------------
-------
A -ACTIVE
DI 2
A -1 1
5' ACTIVE STILL
6063-
-------
-----------------
-------
1 1
A -STILE
STILE
AGA-113
SASH
6 -T
D16
A A-114
SASH BE AD
63- 5
Dl7
TR 36
3/8'-16 THRU BOLT WITH NUT
S E
Die
S-PILE
SCHL GEL WEATHER ST IP
PILE
G 2
H-64
GASKET
NEOPRENE
Fll
4506
CLOSED BACK HEADER
6063-T3
40
HAR AL
6
pr'P 1
MI
OP N BACK
F13
4503
LA
4
4
N
F15
tole
1 3/4 X 4 1/2' TUBE HEADER
6063-T6
1
APPLIED SASH
SAN-ELASS
F
4500
OPEN BACK JAMB-
F19
4000
FLAT FILLER N
-T
F20
1040
4' SADDLE THRESHOLD
6063-T5
201
2
OLD
-
A -
H-
WEDGE -IN GASKET
1
-
W A H R
F23
H-62A
ETTING BLOCKS AT 1/4 PUINTS
KLOPREN
P
H
AR
HA C PT A )
H21
H- -A
HN AK -PP AT
H
H-1 - FH
INGE BACK-UP PLATE
STEEL
H30
H26
TOP L BOTTOM OFFSET PIVOT
ALUMINUM
H31
H14
INTERMEDIATE PIVOT
ALUMINUM
H311
1/8— 1'x 8 3/4' BAR
AT INT RMEDIATE PIVOT
STEEL
H40
780-112
HAG R ROTOR HI
ALUMINUM
Ll0
H75
2 POINTS LOCK W/PANIC
PANIC TOUCH BAR 2086
JACKSON
Lll
M IBS
P NT L K KEY/
THUMB TURN
s
ADAMS RITE
6300
TOP L BOTTOMF H BOLTS
REFLECTOLITE
IIPI
FLUSH T GUIDE
Jr.
L13
—I
4015-4016
3 POINTS LOCK W/ KEY L
T MB TURN
ADAMS RITE
---Cl
18 0
2 POINTS LOCK OPERATED ON
INTERIOR WITH THUMB TURN
ADAMS RITE
MANUFACTURER:
Arch Aluminum
& Glass Co. Inc
10200 NV 67TH STREET
TAMARAC - FL - 33321
TEL, (800) 432-8132
FAX-(954) 724-9293
PRODUCT:
NI SERIES
ALUMINUM
MEDIUM STILE
OUTSWING DOOR
NON IMPACT
Engineering:
Ting(Go +lnr.
CA 6116
5971 W. Sunrise Blvd. 104
Plantation, FI. 33313
Tel.: (954) 585-0304
Fax: (954) 585-0305
OR 1 8 2666
Engineer Seal
Pedro De Figuelrsda
PE 32609
Date: 10/02/05
Scale: NA
Design by: PPMF
PRODUCT CONTROL DIVISION:
FRODUCURSYYIIIIIII
r eeePprt e1� lIs Irrlli
XCF RENEIVED
Ise *ft the Plerlee
OS
~
eeseelseoL-�i
0.0.6—
nft-%L,2,v
61eyee.
K
e
Drawing Number
05-319
Sheet
6 of 9
WEATHERSTRIP DOOR COMPONENTS
COMPONENTS
1�1.644--{ �1.644�
' 4 44 I IT
L I}
m aInLn o
0.094 0.094 0
G11- DOOR STOPWEATHERSRIP G12 DOOR CU
iu
NEOPRENE TH-65 GLAZING GASKET In
NEOPRENE H-64 CU
L
. 548
In
�
a, CU
J�J -
DIOI- TOP RAIL
_ 1
G13 FRAMING L
WEDGE IN GASKET
NEOPRENE H-63
D102, 103, 104
BOTTOM/TOP RAIL
3 1/2', 5'----1
a
0 0
-J)
o �
D111,112
HINGE STILE
3 1/2', 5'---�
0
m n
o
d
D121, 123
ACTIVE STILE
0 0,553
m
1. a74
1115- EXTERIOR D16- INTERIOR
GLASS STOP GLASS STOP
AGA-113 AGA-114
NOTE. ALL ALUMINUM COMPONENTS MADE
OF 6063-T5 ALLOY EXCEPT AS NOTED
3 1/2', 5'
v L
o P,
0
o
D131, 132
INACTIVE STILE
9
V
M10-24X1/2
L121 FLUSH BOLT GUIDE
STAINLESS STEEL
FRAMING COMPONENTS
r 11- ntAULK u. uoo
4506
�4. 500
�
T-
n
F14- TRANSOM MULLION
4503
0.088
j— 4.500 -,
T-
a
In
n
'r
U,
r
�-2. 006
F13- HEADER GLASS STOP
USE IN CONJUNCTION W/ F12
4503
0. 090
N
4. 500
F12- OPEN BACK HEADER
4502
1.750� '' 0.652
In a
a+
0
F T-
T F16- APPLIED SASH F17- APPLIED SASH
F15- ALTERNATE TRANSOM MULLION r 0 USE WITH F15/F17 . USE WITH F15/F16
1012 - 6063-T6 ALLOY 1051 PRODUCTUNLWF
.D 1051A
FIB- OPEN BACK JAMB F121- OPEN BACK HEADER
4500 4501
ccbm c k of P1sri.
o�3. 615 N.ot-itz9•o
Yr De! 1
m 0, 062
d
�Y I Re/e��l
DaM„ o
In
F19- INSERT SHEAR FILLER n
3 1/2' LONG AT EACH ANCHOR 0
USE W/ FIB, F12 AND F121
0000
��4,
'n
o
p F20- SADDLE THRESHOLD
1040
m 4
o m In
O N
F201- ALTERNATE BUMPER THRESHOLD
2005A
F21- DOOR STOP
USE W/ F14, FIB
4510
L�2. 000---{
In
N
0. 62
F22- DOOR STOP
USE W/ F15
AGA-93
MANUFACTURER:
Arch Aluminum
& Glass Co. Inc.
10200 NV 67TH STREET
TAMARAC - FL - 33321
TEL, (800) 432-8132
FAX-(954) 724-9293
PRODUCT:
NI SERIES
ALUMINUM
MEDIUM STILE
OUTSWING DOOR
NON IMPACT
Engineering:
EngTo 3ztc.
CA 8116
6971 W. Sunrise Blvd. 104
Plantation. FI. 33313
Tel.: (954) 585-0304
Fax: (954) 585-0305
APR 1 2008
Engineer Seal
Pedro De Figuelredo
PE 52609
I Date: 10/02/05 I
Seale: NA
Design by: PPMF
PRODUCT CONTROL DIVISION:
PRO�U(.7•Riy�
�YeeeMMrRel�rAr
Y+P�
Dsee,.
Drawing Number
05-319
Sheet
7 of 9
TYPICAL ANCHORS
A-
e14 SS WOOD SCREWS OR 1/4' TAPCONS W/ 1 1/2' EMBED. INTO WOOD (SG-.55)
B-
1/4' TAPCONS W/ 1 1/4' EMBED, INTO MASONRY
C-
1/4-14 SELF DRILLING SCREWS INTO METAL STRUCTURES (1/8' MIN. 6063-T5
ALUMINUM OR ASTM A36 STEEL)
ANCHOR NOTES.
1-
EDGE DISTANCE (ED.), 1' FOR WOOD, 3' FOR MASONRY L 3/4' FOR METAL
2-
QUANTITY AND SPACING OF ANCHORS TYPE A WILL APPLY FOR INSTALLATION WITH
BUCK,
3-
WOOD BUCKS ARE NOT BY ARCH ALUMINUM, THEY ARE TO BE PROVIDED AND DESIGNED
BY
OTHERS
4-
STRUCTURAL BUCKS ARE TO BE MADE OF MINIMUM 2X5 PT. WOOD,
5-
NON STRUCTURAL BUCKS MADE OF LESS THAN 2X MUST BE CONTINUOUS AND FRAMING
IS
TO BE ATTACHED TO THE MAIN STRUCTURE.
ANCHOR SPACING LAYOUT
3 ANCHORS B/C AT 12'OC
OR 4 ANCHORS A AT 1O'OC
6 ANCHORS B/C AT 12'OC
3 ANCHORS B/C AT 12'OC
%a
OR 7 ANCHORS A AT 1O'OC
OR 4 ANCHORS A AT 1O'OC
6 -16
I--
I
I
6 1---I 6
I
a
D
ID
C3
/
/
CI
/
a!N
/'
d'fU
�N
>f
if
>�
Cl
�/,/
/
�//
Lj? U
U U
\
u U
¢y
}�\
y
CID
,a
I
6 ANCHORS B/C AT 12'OC
3 ANCHORS B/C AT 12'OC
3 ANCHORS B/C AT 12'OC
OR 7 ANCHORS A AT 1O'OC
OR 4 ANCHORS A AT 1O'OC
OR 4 ANCHORS A AT 1O'OC
6 ANCHORS B/C AT 12'OC
OR 7 ANCHORS A AT 1O'OC
MANUFACTURER:
Arch Aluminum
& Glass Co. Inc
10200 NW 67TH STREET
TAMARAC - FL - 33321
TEL-(BOO) 432-8132
FAX,(954) 724-9293
PRODUCT:
NI SERIES
ALUMINUM
Pic*O* i
MEDIUM STILE
-khur P
N! lorHe
sawki aft
OUTSWING DOOR
A-gsj^ft re-eLLL4j.,Z
NON IMPACT
avirod" °"1'-AGt3tcZoN
all Do* ` t 5���`
Engineering:
+FngTo Jnr.
CA $116
6971 W. Sunrise Blvd. 104
6 ANCHORS B/C AT 12' 0C Plantation, FI. 33313
OR 7 ANCHORS A AT 10' OC Tel.: (954) 585-0304
-46 6 Fax: (954) 585-0305
r
APR 18 2006
( Engineer Seal
\ Pedro De Figuelredo
\ PE 52809
\ Date: 10/02/05
Scale: NA
Design by: PPMF
— — — PRODUCT CONTROL DIVISION:
/ PNOKX"r RvAW
�eeel�eer �(�
/ ..R S
/ 7
Drawing Number
05-319
Sheet
8 of 9
MANUFACTURER:
ASSEMBLY DETAILS \
FIB
Arch Aluminum
\, `\
HEADER CORNER ASSEMBLY
& Glass CO. Inc
'I
10200 NW 67TH STREET
TAMARAC - FL - 33321
TELiCS00) 432-8132
eex1 I/4'PH
J
F11 OR F12
FAX, (954) 724-9293-
DOOR CORNER ASSEMBLY THREAD CUTTING MS
r
i
\
\,
PRODUCT:
NI SERIES
ALUMINUM
\
MEDIUM STILE
\
OUTSWING DOOR
NON IMPACT
Engineering:
Ting(Go Jnr.
#Gxl 1/4'PH
THREAD CUTTING MS
CA 8116
i
\
5971 W. Sunrise Blvd. 104
Plantation, FI. 33313
Tel.: (954) 585-0304
3/8' DIAM, STEEL
I
\
Fax: (954) 585-0305
THREADED ROD
WITH 3/8' NUT
Vi
TRANSOM MULL
CORNER ASSEMBLY
F18
AN 18 2006
FRAME AND PANEL CORNERS,
Engineer Seal
INSTALLATION SCREWS AND ALL
Pedro De Flgusiredo
METAL PARTS CONNECTIONS SEALED
F14
PE 52609
WITH CLEAR COLORED SEALANT
SCHNEE MOREHEAD 5504 OR EQUAL,
Date: 10/OZ/OS
1/16- 1 1/2'X 11/2'
ANGLE
p t0-2a x t/2"
THREAD CUF"� S"N9,�
Scale: NA
CU634T5LALUMINUM
ONG
Tj
41 4"e��elq ue rbda
Design by: PPMF
Ao"fta elee 0<-1124 o
PRODUCT CONTROL DIVISION:
#12-32X3/4" FH
Oak
cvpk""FRODUCT'REVISR1111
THREAD CUTTING MS
bl�
=R✓.
J
xs x 3/4
EAD CUrnNG wS
• �
�
/� �
Msr,e
Drawing Number
z x z x 1/8"
ALUM ANGLE, 7/5 LONG-
0 5 — 319
TRANSOM MULL
CORNER ASSEMBLY
SILL CORNER ASSEMBLY
Sheet
-F14 THRESHOLD WITH JAMB
F20
9 of 9
Florida Building Code Online
Cj77va4e_,OZ07.► W r'tAW S Page 1 of 2
Product Approval
USER: Public User
. Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL6304
Application Type
New
Code Version
2004
Application Status
Approved
Comments
Archived
Product Manufacturer Arch Aluminum and Glass Co., Inc.
Address/Phone/Email 10200 NW 67th Street
Tamarac, FL 33321
(800) 432-8132 ext 300
ENG-TAMARAC@archaluminum.net
Authorized Signature JIM MCCOOL
ENG-TAMARAC@archaluminum.net
Technical Representative JIM MCCOOL
Address/Phone/Email 10200 67TH STREET,
TAMARAC, FL 33321
(954) 724-1775
ENG-TAMARAC@ARCHALUMINUM.NET
Quality Assurance Representative
Address/Phone/Email
Category Panel Walls
Subcategory Storefronts
Compliance Method Evaluation Report from a Product Evaluation Entity
Evaluation Entity Miami -Dade BCCO - EVL
Quality Assurance Entity Miami -Dade BCCO - QUA
Validated By Miami -Dade BCCO - VAL
Certificate of Independence FL6304 RO COI 05090201 - FG4500 - NI.pdf
Referenced Standard and Year (of Standard
Standard)
Year
http ://www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDquQX8AcxAgwB ... 5/8/2006
Florida Building Code Online
Page 2 of 2
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
ASTM E283
ASTM E330
ASTM E547 E331
TAS 202
2002
2002
2000
2004
Approved Evaluation Entity
FL6304 RO Equiv 05090201 - FG4500 - NI.pdf
Method 1 Option C
03/03/2006
03/03/2006
03/11/2006
03/22/2006
Summary of Products
FL # Model, Number or Name IlDescription
6304.1
FG 4500 FLUSH GLAZE
FOR 1/4" GLASS �11/4"
1 3/4" X 4 1/2" CENTER SET FRAMING FOR
GLASS
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +54 /-54
Other: PSF LOADS VARY - 48" X 120"
APPROX 54 PSF - CHECK NOA FOR SIZE
LIMITATIONS
Installation Instructions
FL6304 RO II 05090201 - FG4500 - NI.pdf
Verified By: Miami -Dade BCCO - EVL
Evaluation Reports
FL6304 RO AE 05090201 - FG4500 - NI.pdf
http://www. floridabuilding. orglprlpr_app_dtl. aspx?param=wGE VXQwtDquQX8AcxAgwB ... 5/8/2006
M I A M I-DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA
Arch Aluminum & Glass Company, Inc.
10200 NW 67'" Street
Tamarac, FL 33321
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAM1, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
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 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 High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Series "4500" Flush Glazed Aluminum Storefront System — N.I.
APPROVAL DOCUMENT: Drawing No. 00-13, titled "Series 4500 Alum Flush Glaze Storefront SYS.", sheets
1 through 8 of 8, prepared by AL-Farooq Corporation, dated 07/06/00 and last revised on 12/02/05, signed and
sealed by Humayoun Farooq, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: None
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/renews NOA # 00-1220.05 and consists of this page 1 and evidence pages E-1, as well as
approval document mentioned above
The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO
NOA No 05-0902.01
Expiration Date: March 19, 2011
Approval Date: January 26, 2006
Page 1
Arch Alumium & Glass Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 00-13, titled "Series 4500 Alum Flush Glaze Storefront SYS.", sheets 1
through 8 of 8, prepared by AL-Farooq Corporation, dated 07/06/00 and last revised
on 12/02/05, signed and sealed by Humayoun Farooq, P. E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
along with installation diagram of an aluminum storefront system prepared by
Fenestration Testing Laboratory, Inc., Test Report No. FTL-1548, dated January 15,
1997, signed and sealed by Gilbert Diamond, P.E.
"Submitted under NOA 00-1220.05"
C. CALCULATIONS
1. Revised Anchor Calculation and Structural analysis, prepared by AL-Farooq
Corporation, dated 08/23/05, signed and sealed by Humayoun Farooq, P.E.
Complies with ASTM E1300-02
No 1/3 stress increase used in anchors into masonry or steel substrate.
2. Mullion calculations and structural analysis, prepared by Al-Farooq Corporation, dated
Nov. 16, 2000, signed and sealed by Humayoun Farooq, P.E.
"Submitted under NOA 00-1220.05"
D. QUALITY ASSURANCE BY
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None
F. STATEMENTS
1. Statement letter of conformance and no financial interest, dated 08/23/05, signed and
sealed by Humayoun Farooq.
G. OTHER
1. Letter from the consultant, dated 11/14105, stating that the product is in compliance
with the Florida Building Code (FBC).
2. Notice of Acceptance No. 00-1220.05, issued to Arch Aluminum & Glass Company
for their "Series 4500 Alum Flush Glaze Storefront SYS", approved on 04/12/01 and
expiring on 03/19/06.
/,Y 14�
Herminio F. Gonzalez, P.E.
irector, Building Code Compliance Office
NOA No 05-0902.01
Expiration Date: March 19, 2011
Approval Date: January 26, 2006
E-1
SERIES 4500
ALUMINUM FLUSH GLAZED STOREFRONT SYSTEM
DOORS: THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE
COUNTY APPROVED OUTSWING ENTRANCE DOORS.
MULLIONS: SEE SHEETS 4 AND S TO DETERMINE DESIGN LOAD CAPACITY
OF MULLIONS FOR VARIOUS CONFIGURATIONS AND REINFORCEMENT.
ANCHORS: SEE SHEETS 6 do 7 TO DETERMINE THE CAPACITY OF ANCHOR OPTIONS.
CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING
MGM VELOCITY HURRICANE ZONE
WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
WOOD ANCHORS ONLY.
ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED.
SEE SHEETS 8 UR 7FOR CAPACITY
D.Itma
STOREFRONT SYSTEH IS NOT RATED FOR IMPACT.INSTALLATION
F05
OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE
AA155 7
USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES
C3538COMPLYING
WITH HVHZ REQUIREMENTS.GLASS
M
BASED ON ASTM E1300-02 (3 SEC. GUSTS)DEC
s�1W�mePbTfL
a D$ Q.9o2 or
!rowing no. 1
00-13 1
Iffy OR 2ffy , WOOD BUCKS AND METAL STRUCTURES NOT BY ARCH.
MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND
TRANSFER THEM TO THE BUILDING STRUCTURE.
PICAL ANCHORS: SEE ELEV. FOR SPACING 1 13 AS
INTO 2BY WOOD BUCKS OR WOOD STRUCTURE
# 1/4" TAPCONS WITH 1-3/8' MIN. PENETRATION INTO WOOD
ANCHOR '13'
THRU WOOD BUCKS INTO MASONRY
1/4' TAPCONS (ELCO OR EQUIV.) WITH 1-1/4" MIN. EMBED INTO MASONRY
ANCHOR 'C'
DIRECTLY INTO MASONRY
1/4" TAPCONS (ELCO OR EQUIV.) WITH 1-1/4' MIN. EMBED INTO MASONRY
ANCHOR 'C'
INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICKNESS)
# 14 SMS OR 1/4" SELF DRILLING SCREWS
STEEL : Fy . 36 KSI MIN.
ALUMINUM : 6063-T5 MIN.
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL MCF DISTANCE
INTO CONCRETE AND MASONRY = 3' MIN.
INTO WOOD STRUCTURE - 1" MIN.
INTO METAL STRUCTURE - 3/8' MIN.
SEALANTS:
GLAZING BEAD TO FRAME, MULLION AND FRAME SEAMS AND ALL
FRAME CORNERS SEALED WITH CLEAR/ALUM COLORED SILICONE
'SCHNEE MOREHEAD 5504'.
9
•TYPICAL
ANCHORS'
• SEE ELEV. FOR SPACING
DESCRIPTION
MATllt"
MANF./SUPPLIER/REMARKS
�U
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G
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6063-75
ARCH ALUM h CLASS CO.
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GLAZING STOP
6063-TS
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POCKET FK1ER
6063-T6
ARCH ALUM M GLASS CO.
x
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SNAP IN COVER. 2-1/2' LONG
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h 8
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5bael $0f $
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
• Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Referenced Standard and Year (of
Standard)
Equivalence of Product Standards
FL5221 . 3
New
2004
Approved
Firestone Building Products Co.
525 Congressional Boulevard
Carmel, IN 46032
(317) 575-7000 ext 7199
brandtgregory@firestonebp.com
James L. Buckner, P.E. @ C-Buck, Inc.
jimmy@cbuckinc.net
Gregory A. Brandt
525 Comgressional Blvd.
Camel, IN 46032
brandtgregory@firestonebp.com
Roofing
Single Ply Roof Systems
Certification Mark or Listing
Miami -Dade BCCO - CER
Standard
TAS 110
Year
2000
Certified By
Sections from the Code 1507.12
Product Approval Method Method 1 Option A
Date Submitted
09/02/2005
Date Validated
09/02/2005
Date Pending FBC Approval
09/30/2005
Date Approved
10/11/2005
5221.2
2- EPDM Single Ply Roofing
Applied to Wood Decks
Limits of Use (See Other)
Certification Agency Certificate
Approved for use in HVHZ:
Installation Instructions
Approved for use outside HVHZ:
Verified By:
Impact Resistant:
Design Pressure: +/-
Other: Install product per NOA 03-0625.11
5221.3 3- EPDM Single Ply Roofing
Applied to Steel Decks
Limits of Use (See Other)
Certification Agency Certificate
Approved for use in HVHZ:
Installation Instructions
Approved for use outside HVHZ:
Verified By:
Impact Resistant:
Design Pressure: +/-
Other: Install product per NOA 03-0625.12
5221.4 4- EPDM Single Ply Roofing
pplied to Concrete Decks
Limits of Use (See Other)
Certification Agency Certificate
Approved for use in HVHZ:
Installation Instructions
Approved for use outside HVHZ:
Verified By:
Impact Resistant:
Design Pressure: +/-
Other: Install product per NOA 03-0625.13
5221.5 5- EPDM Single Ply Roofing
Applied to Recover Decks
Limits of Use (See Other)
Certification Agency Certificate
Approved for use in HVHZ:
Installation Instructions
Approved for use outside HVHZ:
Verified By:
Impact Resistant:
Design Pressure: +/-
Other: Install product per NOA 03-0625-.14
5221.E 6- EPDM Single Ply Roofing
Applied to Lightweight Concrete Decks
Limits of Use (See Other)
Certification Agency Certificate
Approved for use in HVHZ:
Installation Instructions
Approved for use outside HVHZ:
Verified By:
Impact Resistant:
Design Pressure: +/-
Other: Install product per NOA 03-0625.15
52.21.7 7- EPDM Single Ply Roofing
lApplied to Cemetitious Wood Fiber Decks
Limits of Use (See Other)
Certification Agency Certificate
Approved for use in HVHZ:
71
Installation Instructions
Approved for use outside HVHZ:
Verified By:
Impact Resistant:
Design Pressure: +/-
Other: Install product per NOA 03-0625.16
5221.8 8- EPDM Single Ply Roofing
Applied to Poured Gypsum Concrete Decks
Limits of Use (See Other)
Certification Agency Certificate
Approved for use in HVHZ:
Installation Instructions
Approved for use outside HVHZ:
Verified By:
Impact Resistant:
Design Pressure: +/-
Other: Install product per NOA 03-0625.17
MIAM
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Firestone Building Prodaet Company
320 Innovation Way
Wellford, SC 29385
MIAMI-DADB COUNTY. FLORIDA
METRO-DADE FLAGLER BUQZING
140 WEST FLAGLER STRBST, SUITE 1603
MIAMI. FLORIDA 33130-IS63
(305) 375-2901 FAX (305) 37S-2908
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 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Firestone TPO Single Ply Roof Systems over Steel Deck
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 consists of pages i through 8.
The submitted documentation was reviewed by Frank Zuloaga, RRC
AML NOA No.: 02-0520.01
E:piratton Date: 11/27/07
Approval Date: 11/27/02
Page 1 of 8
ROOFING SYW M APPROVAL
Category: Roofing
Sub -Category: TPO, Single Ply Roofing
Deck Steel
Magi nam Raglan Pnmwe -52.5 psf
Fire n: See General Limitation #1
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
DimonsLons
1W
Product Description
Soecitleations
UltraPly TPO
Various
TAS 131-95
Reinforced TPO 0.045" or 0.060"
thick membrane
UltraPly TPO
.060 x 24" x 50'
TAS 131-95
Un-reinforced TPO
Unsupported Flashing
UltraPly TPO T joint
.060 x 4" x 4"
TAS 131-95
Un-reinforced TPO
Cover
UltraPly TPO Cut Edge
11 oz. Tube
Synthetic Rubber
Sealant
Pourable Sealer S-10
1 can of Part A to
Two part Polyurethane sealant
Part A & B
1 can of Part B
Water Block Seal (S-
10 oz. Tube
Water Sealant
20)
UltraPly TPO General
10.3 oz. Tube
Butyl Rubber Sealant
Purpose Sealant
TPO QuickSeam
5-3/4" x 100'
Flashing material with pre -applied
Flashing
adhesive
UltraPly TPO
1 gallon & #
Primer for TPO QuickSeam
QuickPrime
gallon
Flashing
UltraPly TPO Small
Small and large
TAS 131-95
Un-reinforced TPO molded TPO
and Large Pipe Flashing
pipe flashing
UltraPly TPO Inside dt
Pre -molded
TAS 131-95
Un-reinforced TPO molded TPO
Outside Corners
corners
inside and outside corners
UltraPly TPO Coated
4' x 10' sheets
TPO coated metal
Metal
Metal Insulation Plate
.017 - .023 x 3"
FM 4450
round
Termination Bar
.087 x 1.08" x 10'
3003-H14, 3105-
Aluminum bar for flashing
H 14 or 6063-T5,
terminations
or T6 Aluminum-
Edgegard System
Various
Various
Flashing materials and assemblies
UltraPly TPO Walkway
X 50,
Recycled thermoplastic Walkway
Pas
Pads
Splice Wash SW-100
5 gallon pail
Cleaning and prep solution for
`
TPO
NOA Na: 024MOA1
Expiration Date: IW7/07
19 Approval Date: 11/27M
page 2 of 8
APPROVED INSULATIONS:
TABLE 2
Product Name Product Description
ISO 95+ GL
Polyisocyanurate foam insulation
ISO 95+ GL Woodfiber Composite Polyisocyanurate / woodfiber fimlation
ISO 95+ GL Perlite Composite
Polyisocyanurate / perlite insulation
Firestone 318" Dens -Deck
Fire resistant rated gypsum
FiberTop
Woodfiber insulation board
ACFoam 11
Polyisocyanurate foam insulation
High Density Wood Fiberboard
Non -asphaltic fiberboard insulation
Sturdi Top / high density Wood
Non -asphaltic fiberboard Insulation
fiberboard
E'NRG'Y 2
Multi -Max FA
Polyisocyanurate foam insulation
Polyisocyanurate Insulation
Manufacturer
(With Current NOA)
Firestone Bid. Pro. Co.
Firestone Bid. Pro. Co.
Firestone Bid. Pro: Co.
Firestone Bid. Pro. Co.
Firestone Bid. Pro. Co.
Atlas Energy Products
Generic
Georgia-Pacific
Johns Manville
RMAX
APPROVED FASTENERS:
TABLE 3
Fastener Product
Product
Manufacturer
Number Name
Description
Dimensions
(With Current NOA)
1. Firestone HD Fastener
#1S Fastener for steel,
N/A
Firestone Bid. Pro. Co.
Wood, concrete decks
2. Firestone AP Fastener
#14 Fastener for steel,
N/A
Firestone Bid. Pro. Co.
Wood, concrete decks
3. U1traPly TPO 2-3/8"
Membrane seam
2-3/8"
Firestone Bid. Pro. Co.
Barbed Seam Plate
attachment plate
diameter
4. Hex Insulation Plate
AZ 50 Galvalume steel
3 '/s"x 2-7/8"
Firestone Bid. Pro. Co.
stress plate
5. Pre -Assembled AP
#14 w/insulation plate for
N/A
Firestone Bid. Pro. Co.
fastener & plate
steel, Wood, concrete decks
6. Pre -Assembled HD
#15 w/insulation plate for
N/A
Firestone Bld. Pro. Co.
fastener & plate
steel, Wood, concrete decks
EVIDENCE SUBMTITED:
Teat A=cv
Test Identifier Dacdpdon
RM
Underwriters Laboratories Inc.
OINK17982 Fire Classifications -see current Jtme 5, 2001
Underwriters Laboratories Inc.
directory
OONK43467 Fire Classificattions-eve
dkwtoiy
current January A 2001
NOA No,: 0240WI
Zxptration Date: 11W107
Approval Date: 11/27/02
19 Page 3 of 8
TgtA� Tat IdNO
Underwriters Labamuries Inc. 99NKS401
Underwriters Labastories Inc. 99NK3276
Underwriters Laboatoriea Inc. 98NK39140
Underwriters Labomsories Inc. 98NK25593
Factory Mutual Research L L 3006983
Corporation
Factory Mutual Research J. L 3004249
Corporation
Factory Mutual Resewch J. L 3003830
Corporation
Factory Mutual Research J. L 3001925
Corporation
11
t
Fire Classifiptioaa-gee current
August 17.19"
sky
Fire Classificasous-we current
March 30,1999
dkeefty
Fire Classifications -see current
May 13,1999
directory
Fin Clasaificatim-see current
September 1999
directory
Wind Uplift
February 8, 2000
Wind Uplift
November 3,1999
Wind Uplift
May 26,1999
Wind Uplift
May 24,1999
NOA Now 024MUI
IQ
Zq*sdon Date: 1=197
Approval Dais: 11/27/02
pap 4 of I
APPROVED ASSEMBLYES:
Membrane Type: Single Ply, TPO, Reinforced
Deck Type 2I: Steel, Insulated, New Construction, Reroof
Deck Description: Minimum 22 ga. Grade E steel deck secured to supports space at maximum 6 ft
o.c. with ITVII Buildex Traxx/5 spaced at 6" o.c. Side lap fastened with ITW
Buildex Traxx/1 spaced at 24" o.c
System Type D(1): Membrane mechanically attached over preliminary fastened insulation.
All General and System Limitations apply.
One or mom layers of any of the following insulations.
Base Insulation Layer
ISO 95+ GI., ACFoam H, E'NRG'Y II, Multi -Max FA
Minimum 1.5" thick
(Optional) Top Insulation Layer
Dens Deck
Minimum'/." thick
Insulation Fasteners Fastener
(Table 3) Density/fe
N/A N/A
Insulation Fasteners Fastener
(Table 3) Density/fe
N/A N/A
FIberTop C or E, High Density Wood Fiber, Sturdt-Top/High Density Wood Fiber
Minimum %:" thick N/A N/A
Note: All Insulation shall have preliminary attachment, prior to the installation of the roofing
membrane at a minimum application rate of two fasteners per board for insulation boards having
no dimension greater than 4 ft., and four fasteners for any Insulation board having no dimension
greater than 8 ft.
Barrier: None.
Membrane: Firestone UltraPly TPO Reinforced Membrane attached to deck through the
preliminary attached insulation as specified below.
Fastening #1: Membrane is mechanically attached using Firestone HD Fasteners and 2-3/8"
Barbed Scam Plates spaced 12" o.c. within minimum 6" wide laps. Laps are
spaced at maximum 72" o.c. and sealed with a minimum 1.5" wide heat weld.
(Maxlnrum Design Pressure:45 psf; See General Limitodlon V.)
Fastening #2: Membrane is mechanically attached using Firestone HD Fasteners and 2-3/8"
Barbed Seam Plates spaced 6" o.c. within minimum 6" wide laps. Laps are spaced
at maximum 72" o.c. and sealed with a minimum 1.5" wide heat weld.
(Maximum Design Pressure:-52.5psf; See General Limbatlon 07)
Maximum Design
Pressure:
See Fastening options above
NOA No» SZ4M.01
0Expiration Date: 11MIC
Approval Date: 11R7/02
Page 5 of 0
Membrane Type: Single Ply, TPO, Reinforced
Deck Type 21: Steel, Insulated, New Construction, Reroof
Deck Description: Minimum 22 ga. Grade E steel deck secured to supports space at maximum 6 ft
o.c. with TTW Buildex TraWS spaced at 6" o.c. Side lap fastened with n W
Buiildex Traxx/1 spaced at 24" ox
System Type D(2): Membrane mechanically attached over preliminary fastened insulation.
All General and System Limitations apply.
One or more layers of any of the following insulations.
Base Insulation Layer
ISO 95+ GI., ACFoam 11, E'NRG'Y U, Multi -Max FA
Minimum 2" thick
(Optional) Top Insulation Layer
Dens Deck
Minimum VP thick
Insulation Fasteners Fastener
(Table 3) Density/ie
NIA N/A
Insulation Fasteners Fastener
(Table 3) Density/fe
N/A NIA
FiberTop C or E, High Density Wood Fiber, Sturdi-Top/High Density Wood Fiber
Minimum y:" thick NIA N/A
Note: All insulation shall have preliminary attachment, prior to the installation of the roofing
membrane at a minimum application rate of two fasteners per board for Insulation boards having
no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension
greater than 8 ft.
Barrier: None.
Membrane: Firestone UltraPly TPO Reinforced Membrane attached to deck through the
preliminary attached insulation as specified below.
Fastening: Membrane is mechanically attached using Firestone HID Fasteners and 2-3/8"
Barbed Seam Plates spaced 6" o.c. within minimum 6" wide laps. Laps are spaced
at maximum 114" o.c. and sealed with a minimum 1.5" wide heat weld.
Maximum Design
Pressure: -52.5 psf (See General Limitation #7)
NOA NW 024•01
Expbmtim Date: 11/27107
Approval Date: 11/j X2
IQ pale 6 of s
STEEL Dzcx SYmmm LBarAnONS:
1. If mechanical afto nnent to the structural deck through the h&tm& ins IMMS concreta is
pc+opoaed, a field withdmwal resietanee shall be par8omed to dahamine fastcW pa#MW and
density. All t es"g and fadwmg dedp " be m compbmoe with Testing Application Standard
TAS IOS and Roofft Application Smdnd RAS 137, =Icub ions :ball be signed and sealed by a
FlocfdR Re Wered Bmimer. Architect, arRid Roof Ooumbmt
2. For steel deck won where specific deck coosmetion is not referenced: The dock shall be a
mmimun 22 gago attached with SW puddk welds with weld washers at every flute with maximum
dock spans of S fL o.c.
NOA Nei OZ4R"1
• B:p&aum Dab: 11*7107
Approval Dab: JIW192
?age 7 of 8
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-401bsJsq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes arc acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximum
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 121bsJsq. Note: Spot attached systems shall be limited to a maximum
design pressure of 45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field-tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered
Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said
revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application
Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed
by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant
(When this limitation is specifically referred within this NOA, General Limitation #9 win not
be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs
shall conform with Roofing Application Standard RAS I I I and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not
be applicable.)
END OF TMS ACCEPTANCE
NOA No.: 024520.01
Expiration Date: I W7/07
Approval Date: 11/27/02
Page 8 of 8
EXISTING BUILDING
BEING REMODELED
NO ADDITIONAL SQUARE FOOTAGE
OR
INCREASED ELECTRICAL SERVICE ADDED
EXISTING HVAC SYSTEMS
TO REMAIN
NO ENERGY CALCULATIONS
REQUIRED