HomeMy WebLinkAboutNOA- ALUMINUM OUTSWING DOORSSCANNED
I
MIAMI-IaADE ' B
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
[CE OF ACCEPTANCE I
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
WEST FLAGLER STREET, SUITE 1603
MUM, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2906
www.buDdin"eonline.com
Arch Aluminum & Glass Co., Inc.
10200 NW 67's Street
Tamarac, FL 33321
SCOPE:
This NOA is being issued under the applicable rules an' d regulations gove ng the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County P oduct Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used. in Miami Dade Cou ty 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 Mi uni Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this Droduct or material fails to perform in
the accepted manner, the manufacturer will incur the . expense of such sting 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 Produ t 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 coml ly with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Aluminum Outswing I)<oors Line-1L.M.I: "
APPROVAL DOCUMENT: Drawing No. 04-20OR11, titled "Aluminum pact Door Li Doors
sheets 1 through 8 of 8, prepared by the EngCo Inc., dated 08/17/05, signed y Figueicedo,
P.E., bearing the Miami -Dade County Product Control Revisio s o Acceptance number and
expiration date by the Miami -Dade County Product Co
MISSILE IMPACT RATING: Large and Small Me mpact
LABELING: Each unit shall bear a permanent label with the manufacturer'f name or"logo; city, state and
following statement: "Miami -Dade County Product Control Approved", unle doiherwiseioted herein.
RENEWAL of this NOA shall be considered after a renewal application h },. been, filed and there has been no
change in the applicable building code negatively affecting the performance f thin product.
TERMINATION of this NOA will occur after the expiration date or if thee" has been a revision,or change in the
materials, use, and/or manufacture of the product or process. Misuse of this OA as an.endorsement of any
product, for sales, advertising or any other purposes shall automatically to . ' ate this NOA.. Failure to comply
with any section of this NOA shall be cause for termination and removal of OA.
f F,r
ADVERTISEMENT: The NOA number preceded byl the, words Miami-D de County, Florida, and followed by.
the expiration date may be displayed in advertising literature. If any portion f the NOA is displayed, then -it shah"
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by a manufacturer or its distributors
and shall be available for inspection at the job site of the, request of the Buil ' g Official.'
This NOA revises NOA # 04-1208.01 and, consists of.&'s page 1 and eviden ' . pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCG
NOA No 05-0119.01
xpiration Date: Marcli'b 2010
pproval Date: January 05; 2006
Page 1
Arch Aluminum & Glass Co., Inc.
A. DRAWINGS I -
1. Manufacturer's die drawings and sections.
2. Drawing No. 04-200R1, titled I"Aluminum Impact Door Line", sheets 1 through 8 of
8, prepared by the EngCo Inc., dated 09/13/04, sigi ied and sealed by Pedro De
Figueiredo, P.E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per FBC, T.
2) Uniform Static Air Pressure Test
3) Water Resistance Test, per FBC,
4) Large Missile Impact Test per F
5) Cyclic Wind Pressure Loading F
6) Forced Entry Test, Per FBC 241
along with marked -up drawings and installation dia
prepared by Fenestration Testing Laboratory, Inc.,'
08/03/04, signed and sealed by Edmundo Largaespi
"Submitted Under NOA# 04-1208.01"
2. Test reports on 1) Air Infiltration Test, per FBC, T/
2) Uniform Static Air Pressure Test,
3) Large Missile Impact Test per Fl
- 4) Cyclic Wind Pressure Loading p,
5) Forced EntryTest, Per FBC 241'.
along with marked -up drawings and installation dial
prepared by Fenestration Testing Laboratory, Inc., I
06/18/04, signed and sealed by Edmundo Largaespa
"Submitted Under NOA# 04-1208.01" & i
.S 202-94
Loading per FBC TAS 202-94
CAS 202-94
�C, TAS 201-94
sr FBC, TAS 203-94
3.2.1 and TAS 202-94
,ram of aluminum door line,
est Reports No. FTL-4264, dated
Ia. P. E.
3 202-94
'oading per FBC TAS 202-94
C, TAS 201-94
FBC, TAS 203-94
3.2.1 and TAS 202-94.
-am of aluminine,
;st RnV1Wepsuts -41841 dated
C. CALCULATIONS
I. Anchor Calculations, ASTM- E 1, and structural analysis, prepared by EngCo Inc.,
dated 09/22/04, signed and sealed by Humayoun Far ooq, P.E.
"Submitted Under NOA# 04-1208.01"
Complies with ASTM E1300-99
D. QUALITY ASSURANCE
1. Miami Dade /Building Code Compliance Office (B
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 01-0205.02 issued to Solutia c., Inc. for "Saflex/ Keepsafe
Maximum', dated 05/17/01 and expiring on 05/21/06.
Herminio F. Gonzalez, P.E.
Director, I luilding Code Compliance Office
NOA No 05-0829.08
gpiration Date: March 17, 2010
'E 1 Approval Date: January 05, 2006
-
• I
Arch Aluminum & Glass Co.. Inc.
2. Notice of Acceptance No. 03-04211.01 issued to Solutia Inc., Inc. for "Saflex HP", dated
05/22/03 and expiring on 08/14/081
3. Notice of Acceptance No. 01-1204101 issued to E.I. DuPont DeNemours, Inc. for "Sentry
Glass ® Plus", dated 01/17/02 and lexpiring on 01/14/07.
F. STATEMENTS
1. Statement letter of code compliance and no financi interest, dated October 10, 2004
signed and sealed by Pedro De Figueiredo, P.E.
"Submitted Under NOA# 04-1208.01"
G. OTHER j
1. Letter from consultant, dated 11/22/05, stating that a product is in compliance with
the Florida Building Code (FBC).
2. Notice of Acceptance No. 04-1201, issued to Arch Aluminum & Glass Co., Inc. for
their "Aluminum Outswing Doo08.rs Line- Impact", approved on 03/17/00 and expiring
on 03/ 17/05.
Herminio F. Gonzalez, P.E.
jirector, I luilding Code Compliance Office
NOA No 05-0829.08
xpiration Date: March 17, 2010
pproval Date: January 05, 2006
�E-2 j
i
USE DOOR IN COMBINATION WITH IMPACT
STOREFRONT FRAMING WITH VALID MIAMI-DADE NOA
SEE STOREFRONT NOA
FOR ANCHOR SPECIFICATIONS
II I I X I II
II I
/// II
II / II 2B \ II II
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a
II �=
7: II yZ II / .E JNWI
W0 II fLj
13 IK 4 II
Ld oCio
II / q II 9 II II
39 \
\
=1 FL 1=__
— - 72• MAXIMUM- 4SEE STOREFRONT NDAs
SEE XX CONFIG. DOOR OPENING FOR ANCHOR SPECIFIC
XX OR X DOOR IN COMBINATION WITH AN APPROVED STOREFRONT FRAMING
GENERAL NOTESI
I -CODE, THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION -
CINCLUDING-HIGH VELOCITY SECTION)
2- DEFINITION, THIS PRODUCT IS AN ALUMINUM OUTSWING DOOR
WITH LARGE MISSILE IMPACT RESISTANT LAMINATED GLASS.
3- POSTING
•AI IIMtN11N iMaer7.nM1,1 LINEARCH ALUMINUM 6 GLASS CO., INC.
TAMARAC - BROWARD COUNTY - FL
DADE COUNTY PRODUCT CONTROL APPROVED'
4- DESIGN LOADS, LOADS MUST BE CALCULATED BY A PROFESSIONAL
ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.
5- MATERIAL, ALL ALUMINUM PARTS TO BE 6063-T6 OR AS
INDICATED AND GLAZING TO BE LAMINATED IMPACT RESISTANT GLASS
AS SPECIFIED ON THIS APPROVAL,
6- FASTENERS, ASSEMBLY SCREWS AND ANCHORS SHALL BE AS
SPECIFIED IN THIS CURREN) SET OF DRAWINGS.
7- USE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,
ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING,
7.1- THE STABILITY OF THE STRUCTURE WHERE THE UNIT IS TO
BE ATTACHED INSURING PROPER ANCHORAGE.
7' 2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT
LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC
7. 3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC
PROJECT.
8- 33 1/37. 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
MANUFACTURER:
2 CLUSTERS
OF 2
5 ANCHORS
2 CLUSTERS OF 2
ANCHORS AT 3'DC 3 ANCHORS
Arch Aluminum
ANCHORS
AT 3'OC
`MAX. 16'OC
3 MAX.
16.00
& Glass Co. Inc
3_4
1020D NW 67TH STREET
TAMARAC - FL - 33321
�to
TEL-(800) 432-8132
FAX, (954) 724-9293
TRANSOM
TRANSOM
U
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NEADER/
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PRODUCT:
Aluminum
w
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Impact Door
a_
E3
Line
FETING
STILES
10 D=
1JANB
T
X o
Q
4 4
Dim Iwo
OUTSWING DOORS
f
q
R
JA E JA®
Engineering:
Iko T
4 \
m
CA 8116.
3=_
3 SILL
5971 W. Sunrise Blvd. 104
Plantalian, FI. 33313
-�
Tel.: (954) 585-0304
Fax: (954) 585-0305
4 72' MAXIMUM 4j
= -DOOR- OPENING - 3-ANCHORS - - D
SEE XX CONFIG, MAX, 16' OC
XX/O OR X/O - PAIR OR SINGLE DOOR WITH TRANSOM
5 ANCHORS TYPE B g C JAMBS
--� 7 ANCHORS TYPE A r 8 ANCHORS
USER INSTRUCT IONJr" MAX. 16'OC1 /
1- DETERMINE PROJECT ES N WIND
LOAD PRESSURES (Pd) A P ITEM
4 OF GENERAL NOTES, SH
2- VERIFY IF MAXIMUM DD
OPENING ALLOWABLE PRESS
PER iABLf 4-3
THAN Pd.
3- VERIFY IF GLASS TYPE
ALLOWABLE DESIGNED PRESSURE
TABLE 1/IA, SHEET 2 IS GREAT
THAN Pd.
4- VERIFY IF HARDWARE ALLOWABLE,
DESIGNED PRESSURE ON TABLE 2,
SHEET 2 IS GREATER THAN Pd.
5- VERIFY IF FRAMING TYPE
ALLOWABLE PRESSURE ON TABLE 3,
SHEET 2 IS GREATER THAN Pd.
6- INCORPORATE A VALID NOTICE OF
ACCEPTANCE FOR THE FRAMING WHEN
DOORS ARE TO BE PART OF A
STOREFRONT OR CURTAIN WALL
ELEVATION.
41, L 1 I
6 ANCHORS TYPE B 6 C
7 ANCHORS TYPE A
MAX. 12 1 /2' OC
.MAX. 12' OC
MEETING
STILES
/A
—L Z
uM o
\
sQ'�
d,
5
a
9
Doan 4
/
/
Q
X:
\
/SILL
b
7AXIMUM 4 2' M4
DOOR OPENING 3 ANCHORS Bl
MAX. 16' OC
XX OR X - PAIR OR SINGLE DOOR
MAXIMUM
4
MAX. 16'2DC AUG 1 7 2005
Engineer Seal
--i-r, Padm Da Flguelmdo
--F� PE 52609
J /
Date: OB/17/05
oa e:
Design by: PPMF
PRODUCT CONTROL DIVISION:
4
:11�-N
fSWK.TRKVWD
M JAME
—
1
:=goowrkYe
110-7
�r 5- Q 0.9
\/7/'iW
Drawing Number
SILL \
MAXIMUM �
04-20OR 1
OPENINGI"
Sheet
1 of 8
TABLE 1 - ALLOWABLE DESIGNED PRESSURES
FOR DOOR GLAZING TYPES:
ITEM#
DESCRIPTION
ALLOWABLE
PRESSURE (PSF)
G1.
7/16' LAMINATED W/ (2> 3/16' HS GLASS LITES
3B5
WITH 0.10 SAFLEX HP INTERLAYER
G2
7/16' LAMINATED.W/ (2) 3/16' HS GLASS LITES
*95
WITH 0.09 SENTRY GLASS PLUS INTERLAYER
G3
7/16' LAMINATED W/ (2) 3/16' HS GLASS LITES
1130
WITH 0.09 SAFLEX-KEEPSAFE MAX. INTERLAYER
54
7/16' LAMINATED W/ (2) 3/16' HS GLASS LITES
±70
WITH 0.09 PVB INTERLAY
TABLE IA - ALLOWABLE DESIGNED PRESSURES
FOR TRANSOM GLAZING TYPES:
ITEM#
DESCRIPTION
ALLOWABLE
GS
9/16' LAMINATED W/ (2) 1/4' HS GLASS LITES
PRESSURE (PSF)
t
WITH 0.10 SAFLEX HP INTERLAYER
G6
9/16' LAMINATED V/ (2) 1/4 HS-GLASS LITES
tB5
WITH 0.09 SENTRY GLASS PLUS INTERLAYER
G7
9/16' LAMINATED V/ (2> 1/4' HS GLASS LITES
185
WITH 0.09 SAFLEX-KEEPSAFE MAX. INTERLAYER
TABLE 2- ALLOWABLE DESIGNED PRESSURES
FOR HARDWARE CONFIGURATIONS:
ir50
ITEM#
JLOCATION
DESCRIPTION
SUPPLIER
LE
REMARKS
PA
PRE Su CPSF)
HI
ALUMINUM ROTON HINGE
HAGER
Zy.y.
>
H2
H3
HINGE
STILESx
t
TOP HID 6 BOTTOM SWOT
ACKSON
JGE
4'
a
H4
4 1/2BASS BUTT HINGES
HAGER
L1
ACTIVE
3 POINT LOCK KEY OPERATED
STILE
FROM EXTERIOR AND THUMB TURN
tYyi
o
J
N
ADAMS RITE
3 EIS
L2
INACTIVE
OI
2 PNT LOCK OPERATED ON
STILE
INTERIOR -WITH THUMB TURN
P1
2 POINT LOCK OPERATED ON
ADAMS RITE
y
INTERIOR W1 G86 DEVICE
L)
INACTIVE
INTERIOR W/ 14C4990 D ;ICE
F
w
STILES
AND KE ON EXTERIOR
a
P3
t 70
2 POINT LOCK OPERATED ON
INTERIOR W/ 1085 DEVICE
JACKSON
L)
AND KEY ON EXTERIOR
i
P4
2 POINT LOCK OPERATED ON
a
INTERIOR V/ 2086 DEVICE
JACKSON
AND KEY ON EXTERIOR
PS
L
INTERIOR V/ 9947 DEVICE
VON DUPRIN
AND KEY ON EXTERIOR
TABLE 3 - ALLOWABLE DESIGNED PRESSURES
FOR DOOR FRAMING TYPES:
ITEM#
DESCRIPTION
ALLOWABLE
PRE*S8R0E (PSF)
SFI
1 1/4•x 4 1/2' 3000 SERIES IMPACT
SF2
2 1/2'x 5' IFG 5000 SERIES IMPACT
t 85
BILL OF MATERIALS
MISCELLANEOUS DOUR COMPONENTS,
ITEM#
PART #
DESCRIPTION
MATERIAL
SUPPLIER/REMARKS
x
-
NURTU
2
995
GLAZING SEALANT
SILICONE
DOW CORNING
3
H-65
BULB WEATHERSTRIPPING
NEUPRENE
UNIVERSAL RUBBER
4
H-63
VEDGE-IN GASKET
NEOPRENE
UNIVERSAL RUBBER
5
V2100
TAPE 3/8x1/4
-
NORTON
6
H-62D
SETTING BLOCK
NEOPRENE
UNIVERSAL RUBBER
7
S-PILE
PILE W'STRIPPING
-
SCHLEGEL
8
-
BULB W'STRIPPING
VINYL
PEMKO
9
-
PULL HANDLE B 42 1/2'
GD63-T6
ARCH ALUMINUM
10
-
PUSH BAR @ 42 1/2'
6063-T5
ARCH ALUMINUM
11
TR36
3/0' THREADED ROD W/ NUT
ARCH ALUMINUM
12
347A
TOP RAIL RAIN CAP
6063-T5
PEMKO
13
68AR
TOP RAIL RAIN CAP
6063-T5
PEMKO
14
345AV
BOTTOM RAIL SWEEP
6063-T5
PEMKO
IS
209V
BOTTOM RAILSWEEP
6063-T5
PENKO
16
H355
_ ASTRAGAL
6063-T5
PEMKO
[L' A- IILn-N 97 AMU 6IU RKL UPTIUNAL.
FRAMING A DOOR PARTS (MANUFACTURED BY ARCH ALUMINUM)
3
ITEM#
PART #
1 DESCRIPTION
MATERIAL
F2
3000
DOOR HEADER/JAMB
6063-T6
F3
1012
ALTERNATE DOOR HEADER
6063-76
F4
3004
SHEAR BLOCK
6063-TS
F5
3003
GLASS STOP
6063-T6
F6
50312
DOOR JAMB
6063-T6
F7
50513
DOOR HEADER/TRANSOM
6063-T6
Fe
50506
SI➢E LITE FILLER
6063-T6
F9
3008
GLAZING ADAPTER
6063-T6
FLO
3009
FIXED LITE STOP
6063-T6
F11
AGABDI
FLAT POCKET FELLER
6063-T6
_F12_38424_
_SHEAR BLOCK__
6063-T6---
111
AGA150
ACTIVE STILE
6063-T5
112
AGA155
INACTIVE STILE
6063-T5
D3
AGA73
HINGE STILE
6063-T5
D4
AGA152
5' BOTTOM/TOP RAIL
6063-TS
114A
AGA69
7 1/2' .BOTTOM RAIL
6063-TS
D4B
35131
to, BOTTOM RAIL
6063-T6
D5
AGAS
3 1/2' 'TOP RAIL
6063-TS
D6
1040
4'X1/2' SADDLE THRESHOLD
6063-T5
D7
2005A
5'X1/2' BUMPER THRESHOLD
6063-T3
D7A
1042
4'XI/2' SADDLE THRESHOLD
6063-T5
118
1046A
STD DOOR STOP
6063-T3
DBA
AGA95
DOOR STOP
6063-T5
DBB
H67
DOOR STOP CLIP
SS 301/302
900
D9A
3O05
INTERIOR GLASS STOP
6063-T6
TABLE 4- ALLOWABLE DESIGNED PRESSURES
BASED ON WATER INFILTRATION
ILLUSTRATION 'Z'
NOTES,
I- PRESSURE 1 IS FOR UNITS INSTALLED AT LOCATIONS PROTECTED
BY A OVERHANG MEETING CRITERIA AS PER ILLUSTRATION 'Z' OR IN
NON -HABITABLE AREAS WHERE WATER INFILTRATION IS ACCEPTABLE.
2- PRESSURE 2 IS FOR UNITS MEETING THE WATER INFILTRATION
REQUIREMENTS AND FABRICATED AS PER SECTIONS 2, PA, 211, 3
AND 5 WITH ITEMS 12, 13, 14, 15 L 16 AS PER SHEET B.
I� � rzl�'
TfR �
4f�
J C3
W p
u
i a
Arch Aluminum
& Glass Co. Inc
1020D NV 67TH STREET
TAMARAC - FL - 33321
TEL,(800) 432-8132
FAX-(954) 724-9293
PRODUCT:
Aluminum
Impact Door
Line
OUTSWING DOORS
Englneering:
41n4ma +lnr.
CA 8116
6971 W. Sunrise Blvd. 104
Plantation, FI. 33313
Tel.: (954) 585-0304
Fax: (954) 585-0305
AUG 1 2005
Engineer Seal
Pedrp .De ngusindo
PE 52609
Date: 08/17/05
cols: NA—•
Design by: PPMF
PRODUCT CONTROL DIVISION:
!(19KCIE
elwlis
29.08
[�1er
Drawing Number
04-200R1
Sheet
2 of 8
DOOR COMPONENTS
3, 560------�
v In
o �
O
D1- ACTIVE STILE
3, 473------1
us
0 0
o in
o �
113- HINGE STILE
O. 733
0
lU
-RU O
R.T
�0. 070
D9- EXTERIOR
GLASS STOP
0. 125
R7
I. 515--T
D9A- INTERIOR
GLASS STOP
114, D4A, D4B D5, D4
"-- —11
3. 51B
to
N
m �
0
D
D2- INACTIVE STILE
i,Ly 0, 794
�D
0
DBB- 1 1/B' CLIP W/ RSOXI/2' PHMS
6' FROM ENDS AND 12'13C
0.741
o I
Ln GO0
dDE
0 n
1. 750--�
_ 118- -STD.--DOOR
STOP
L
n N
DBA- HEADER
DOOR STOP
Wr KR1L
m
m
c
in o 116- SADDLE THRES
4
tuu
w
.�. 0.094 0 4
0.094
u d
D7A- ALTERNATE BUMPER 'THR SHOLDF1 .
N
L
1. 644- 5. 000
o
�I.644�
0
D7- BUMPER THRESHOLD
FRAMING COMPONENTS
3000 SERIES
4. 50 4. 50
0.25 0. 25
o
0
Cd N Id N
G O
F1- 3000 I t F2- 3DOO
DOOR TRANSOM/SIDELITE DOOR HEADER/JAMB
4. 50
U
n �
0
o
F3- 1012
DOOR TRANS13WHEADER
APPLICABLE FOR OVERHEAD
COPEEAIED CLOSER
[-1. 32-�
°1 0
o T-
OCKET
F11- PER
FILL
3.938
C5
o O 0
m
0
F4- FRAME SHEAR BLOCK
]. DD o
Ci
v ?rjj:Lj 0
m �`
d o
F5- GLASS STOP
DOOR HEADER/SIDELITE
FRAMING COMPONENTS 2 22
DFG 5000 BERMS
C�— -IJ 0
Fe- IFG 5000�
SIDE LITE FILLER
�--5. 00�
19 .4
0
o
0.'51 F6- IFG SOOD
DOOR JAMB
0 o
N in
D
d
F32- SHEAR BLOCK
0. 12 `O
0
it�i�(•L�I�E
F9- TRANSOM F10- TRANSOM
GLASS STOP GLASS STOP
F7- IFG 5000
DOOR HEADER/TRANSOM
Arch Aluminum
& Glass Co. Inc
10200 NW 67TH STREET
TAMARAC - FL - 33321
TELt(800) 432-8132
FAXi(954) 724-9293
PRODUCT:
Aluminum
Impact Door
Line
OUTSWING DOORS
Engtneering:
:IEn#CSu +lrtr.
CA 8116
6971 W. Sunit:e Blvd. 104
Plantation, Fl. 33313
Tel.: (954) 585-0304
Fax: (954) 585-0305
Ay,G 17 2005
nplmor Seal
Pedro De FTpuelredo
PE 52609
Design by: PPMF
PRODUCT CONTROL DIVISION:
fAONILTRMYD
Aiutl Cep
aMtrr
Drawing Number
04-200R1
Sheet
3 of 8
GLAZING DETAII.S
GS
G6
G7
TRANSOM TYPICAL
?Ut: F9
F10
.. ra
N
Z y
a
0
F2, F3, F7
5
6
2
#12-24x3/4' FHSMS
4' FROM ENDS
L 12' CC
G5
G6
W G7
W
F5
N f"
.zgnTRANSOM
TYPICAL
N
ZQ
*5-�?-6
J
L7
FI
0
xG1,
- - -
G2-\
ki
G3, G4
W
2 DOOR TOP 6
�,.
BOTTOM RAILS
2!
2
1
�0 D9J
A-*IOX3/4'
D9A
6
D4,D4A
FHSMS
$4". 3 FROM ENDS -
L 1D'OC
MIN. 3/4' GLASS BITE DOOR VERTICAL
#IOX3/4' FHSMS STILES
3 FROM ENDS D9A
6 10'OCI 1 1 I
D9-/
EXTERIOR
D1, D2, D3
IVES
TOP PIVOT
JACKSON
MID PIVOT
IVES
BOTTOM PIVOT
® H2
EE DOOR PIVOTS LOCATED
$OMTOP, BOTTOM AND MID SPAN
I--ig" cuff= us
x x 1/e'
AW 7/e' um
curnti: scs
0
0
THRESHOLD CORNER
HINGE OPTIONS
a
N
MANUFACTURER:
Arch Aluminum
& Glass Co. Inc
6
10200 NW 67TH STREET
TAMARAC - FL - 33321
TELt(000) 432-8132
/
FAXiC954) 724-9293
PRODUCT:
Aluminum
\
Impact Door
Line
\
OUTSWING DOORS
\
Engineering:
\
ng(Cu Jnr.
CA 0116
SEI
FM SELF
TAPP TAPPING
2 FitHIN7GE
#12 FH SELF
71 W. Sunrise Blvd. 104
912
Plantatlon, FI. 33313
SCREWS
4 PER SIDE
TAPPING SCREWS
Tel.: (954) 585-0304
Fax: (954) 585-0305
H3, H4
H I
AIIG 7 2005
THREE HINGES LOCATED
CONTINUOUS ALUMINUM ROTON HINGE
7' FROM CL TO TOP OF DOOR
FASTENED TO FRAME AND DOOR
Engineer Seal
12' FROM CL TO BOTTOM OF DOOR
STILE WITH
Pedro De Figuelredo
AND ONE AT MID SPAN
(27) TOTAL SCREWS ON B' DOORS
PE 52509
(25) TOTAL SCREWS ON 7' DOORS
DOOR LEAF CORNER
Date: 08/17/05
ales-NA--
Deslgn by: PPMF
PRODUCT CONTROL DIVISION:
iA0KCrRr4MD
. �,�Nte�UreprW
CORNER
r'..
6FRAME
Ursa
Drawing Number
04-200R 1
�# 12 X 5/8' FLAT HEAD
Sheet
THREAD CUTTING SCREWS
4 of8
E. D. = 1' FOR WOOD 71UMOM D$TAIIS TRAN60H DETAIIS MANUFACTURER:
E, D. = 3' FOR CONCRETE */ DIG 5000 FRAMING W/ 9000 PRAISING Arch Aluminum
E, D. = 3/4' FOR METAL 1
TRANSOM OPTIONS & Glass Co. Inc
(E. D.) MIN. EDGE T [CAL ANCHORS 10200 NW 67TH STREET
TYPICAL ANCHORS
DISTANCE A- N14 1/2• EMBED. INTO WOOD csG=.55) CONS (E. D, ) MIN, EDGE TAMARAC - FL - 33321
W/ 1
AT 16' OC MAX, DISTANCE TYPICAL ANCHORS TYPICAL HORS TELt(800) 432-8132
B- 1/4' TAPCONS W/ 1 1/4• EMBED. INTO AT 16' OC MAX, A- 014 SS WOOD SCREWS OR 1/4' T NS FAX, (954) 724-9293
MASONRY W/ 1 1/2' EMBED. INTO WOOD (SG=.55)
L C- 1/4-14 SELF DRILLING SCREWS INTO L B- 1/4' TAPCONS V/ 11/4' EMBED. INTO
x METAL STRUCTURES (1/81 MIN, 6063-TS a MASONRY
x x q ALUMINUM OR ASTM A36 STEEL) E„x
2! W x Qj , C- 1/4-14 SELF DRILLING SCREWS INTO PRODUCT:
N f Li " 1 w METAL STRUCTURES (1/8' MIN. 6063-TS
ALUMINUM OR ASTM A36 STEEL) Aluminum
FHSMS 2 PER CLIP Impact Door
F12 Line
CuO F7 TRANSOM OPTIONS 2A / 2B OUTSWING DOORS
F1 GS HE
1/4-20x3/4' osa G6 OPTIONS Engineering:
PHSMS 2 PER CLIP F4 G7 liartgMa Xxtr.
l F9 FS CA 8116
o FS t112x2 PHSMS 6971 W. Sunrise Blvd. 104
F10 C) W G5 5 1/2' FROM ENDS F1 Plantation, FI. 33313
o G5 ac G7 g 16.00 Tel.: (954) 585-0304
G6 FS Fax: (954) 585-0305
-i G7 TYPICAL ri12-24x3/4' FHSMS
4' FROM ENDS L 12' _ �- - 0
-- F10 C" FI
PHSMS 2 PER C P
- F3
rsa F9 rep OPT AL D
0 0 uLEa a
F4
F12 2A/ 2 AUG 1, 7 2005
F7 HEADER/TRA Engineer Seal
N OPTIONS DS Pedre Ds Ftguilredo
114 D8 DBB PE 52609
1/4-200/4'
PHSMS 2 PER CLIP 2A Date: OB 17 05_ _
z HEADER/TRANSOM z Scale: NA '
W OPTIONS z FHSMS 3' 4' Design by: PPMF
gyp, a D5 FROM ENDS PRODUCT CONTROL DIVISION:
o:
D8 DBB Of D4 R 10' OC iixmaram
0 0
D+1�rs W
z 4 0 a " - qg
z
W G1, G2
G3, G4 Gil G2
rG3, G4 o�w �rnl
A
1
Drawing Number
NOTES. 04-20OR 1
G1, G2 1- ➢8 DOOR STOP ANCHORED TO STEEL
G3, G4 CLIPS DBB SPACED AT 4' OC.
2- STEEL CLIPS D8B ARE ANCHORED TO
HEADER WITH ONE #ID-24X1/2 PHMS Sheet
5 of 8
s 1
2
HEADER
OPTION I
� m
z
iu
G1, G2
G3, G4
Z =
a ti
.�,
g
—o—W
S
m
W
z
c
G1, G2
133, G4
f Q
� a
ly
0
Q q
�j .a
U U
a
DOOR VERTICAL SECTIONS D$TAIIS
T'
TYPICAL ANCHORS
AT 16' OC MAX.
F2, F3, F7
HEADER
OPTION 2
oaT 1eL
wr
TYPICAL ANCHORS
AT 16. OC MAX.
Dv IFAD F2, F3, F7
[�E
-1
m
a sca
F2, F3,
D4
D4A
D4H
10 m
m
:
W =
W
o a
a a
A
of
7 F a
U
v
z
,o
z
G1, G2� 111
G3, G4
GI. G2 I II
G3, G4�
t110x1 3/4' FHSMS
3' FROM EA END L
3 1D' OC
Do
115, D4 DBA
0
G1, G2
G3, G4
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
D4; ALUMINUM OR ASTM A36 STEEL) D4
D4H D4A
D4B
E. D. = 1' FOR WOOD
E, D. = 3' FOR CONCRETE
to D6 D7 E. D. = 3/4' FOR METAL D6
D6
Iu D7A m\ D7A11 .—[D7A
TYPICAL ANCHORS 3
SPACED AT
3 MAX. 12 1/2, OC B SILL B
SILL 3 TYPICAL ANCHORS OPTION 3
SILL TYPICAL ANCHORS
OPTION 1 OPTION 2 (E. D.) MIN, SPACED AT MAX. (E. D. > MIN. SPACED AT MAX.
EDGE DISTANCE —1 EDGE DISTANCE 12 1/2, OC
MANUFACTURER:
Arch Aluminum
& Glass Co. Inc
10200 NW 67TH STREET
TAMARAC - FL - 33321
TEL,(800) 432-8132
FAX, (954) 724-9293
PRODUCT:
Aluminum
Impact Door
Line
OUTSWING DOORS
Engineering:
441n#(ffv Jnr.
CA 8116
6971 W. Sunrise Blvd. 104
Plantation, FI. 33313
Tel.: (954) 5B5-0304
Fax: (954) 585-0305
AUG 7 2005
Engineer Soul
Pedro Do Flgudrndo
PE 52609
Date: 08/17/05
--Seale:-NU—
Design by: PPMF
PRODUCT CONTROL DIVISION:
lJ10p1(.7
r"_�l�� Irgdr
a�1dr CLtir
Drawing Number
04-200R1
Sheet
6 of 8
MANUFACTURER:
DOOR HORIZONTAL s13Cn= DSPAns Arch Aluminum
F1 F2 & Glass Co. Inc
10200 NW 67TH STREET
DO 4A qMB 4 YAL DB TAMARAC - FL - 33321
JAMB WITH YPICAL ANCHORS TEL, (800) 432-8132
r==A
s[DELtTE LACK STtLE SPACED AT MAX. FAXi (954) 724-9293
12, OC
DOB DBB
3 /-D3 D3
w PRODUCT:
MIN. 2! Aluminum
11 11 EMBED, =y . Impact Door
rip
w E, D. = 1' FOR WOOD
Line
La
LO E. D. = 3' FOR CONCRETE OUTSVING DOORS
Hi, H2 w E. D. = 3/4' FOR METAL
H3,H4 EXTERIOR EXTERIOR Englneering:
I 1/SHIM AX. llttg (60 .3 nr.
PANEL WIDTH PANEL VIDTH
CA 8116
i i 6971 W. Sunrise Blvd. 104
DOOR OPENING DOOR OPENING Plantailan, FI. 33313
i SIDELITE PART OF FRAME WIDTH ' FRAME WIDTH Tel.: (954) 585-0304
STOREFRONT NOA Fax: (954) 585-0305
TYPICAL ANCHORS
A- M1. S REY DR 1/4'7XPEEWS
V/ 1 1/2' EMBED. INTO V1306 CSG=. 55)
= a B- 1/4' TAPCONS V/ 1 1/4' EMBED. INTO
a F2
HAS12NRY
I-
_j a C- 1/4-14 SELF DRILLING SCREWS INTO
METAL STRUCTURES (I/8' HIN. 6063-T5
u w o ALUMINUM OR ASTM A36 STEEL)
Q. DB rB AUG 1 7 2005
F H JAMB TO PALL
HINGE STILE Engineer Seal
5 Podra Do Figuelredo
DBB MEETING STILES PE 52609
zw 3 D3 D2 D1 Date: 08/17/05
-- pole:--tiA--
�F< EMBED. Design by: PPMF
A A 11 11 PRODUCT CONTROL DIVISION:
v w 7 ��=4ie1��e1�111r
1/4' MA 13, H4 EXTERIOR EXTERIOR
SHIM , IlArar
---DLO DLG gM�
I' FOR WOOD
�. D. = 3' FOR CONCRETE PANEL WIDTH PANEL WIDTH
E. D. = 3/4' FOR METAL DOOR OPENING Drawing Number
FRAME WIDTH 0 4— 2 0 0 R 1
Sheet
7 of 8
MANUFACTURER:
Arch Aluminum
F6 DOOR HORIZONTAL SECTIONS DETAILS F7
& Glass CO. Inc,
10200 NW 67TH STREET
TAMARAC - FL - 33321
FB
TIED (BOO) 432-8132
DB
4A
JAMB WITH I
4 DB
/-TYPICAL ANCHORS
FAX, (954) 724-9293
SIDELITE
LOCH STILE
SPACED AT MAX.
D8B
DBB
12' CC
3
PRODUCT:
D3
D3
w
Aluminum
z Z
MIN sa
Impact Door
11
I1
EMBED,
^ 2 E. D. = 1' FOR WOOD
Line
aA £. D. = 3' FOR CONCRETE
tai � E. D. = 3/4' FOR METAL
OUTSWING DOORS
v q
w
Engineering:
H1,H2
H3,H4
EXTERIOR EXTERIOR
r�
EngMa Jnr.
2 1/2'
PANEL WIDTH
PANEL WIDTH 2 1/2'
1/4' MAX.
SHIM
CA e116
DOOR OPENING
6971 W. Sunrise Blvd. 104
Plantation. FI. 33313
SIDELITE PART OF
�� STOREFRONT NOA
FRAME WIDTH
TY iCAL ANCHORS
Tel.: (954) 585-0304
fast: (954) 585-0305
A- S WOOD SCREWS 1/ ' TAPCONS
V/ 1 1/2' EMBED. INiO YOOD (SG=.55)
1
- -
- - -
-- -
_
B- 1/4' TAPCONS W/ 1 1/4' EMBED. INTO
MASONRY
2, 2A,
211
C- 1/4-14 SELF DRILLING SCREWS INTO
IIII DOOR VERTICAL SECTIONS DETAILS MEETING METAL STRUCTURESUM OR ASTH A36 - MIN. 6063-T3
#6X5/8' PHSMS
ALTERNATE HEADER
] THE RATER DHFH,TRATION.REQIJnunwm
AS
SPACED 6.00
IIII PER TABLE 4, SHEET 2
AUG 17 2005
12
_
= _ �
_ _ = , l
MAL PRESSURE t 70 PSF
IIII
Engineer Seal
Pedro De Flgueindo
r
II
PE 52609
Date: 08/17/05
L --FA
— —
_ ��
Seale: NA
—
�---
Design y: MF
#6X5/8' PHSMS
II II 3
\
`DB o II
II
MEET NG STI ES
PRODUCT CONTROL DIVISION:
SPACED 6.00
r ,
g II
II
16 #IOXI' FHSMS
eaarucrRn,UEo
�.e.R.ilrr/Y(YI
g
W II
II
SPACED 12' OC
--
W
I I
I I
#6X5/8' PHSMS
SPACED 6.00 II
JI
g6X5/8' PHSMS
1
I
IL
14
SPACED G' OC
Drawing Number
I D7A EXTERIOR
J II
I it I
16
04-200 R 1
IIII
IIII
3
Sheet
15
ALTERNATE SILL
8of8