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10
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SERIES 580 ALUMINUM SINGLE HUNG WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF S.H./S.H. OR S.H. WITH OTHER WINDOW
TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
IBY,OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES -NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION 'RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
53 1 /8'
WINDOW WIDTH
50 1/8"
D.L_OP-G. (FIXED) --
. 13 5/8"
FALSE MUNTINS
(SURFACE APPLIED)
MAY BE USED
- - - II If
II II
D n II
M 0 li II
I1 II
I1 II
II II
II II
a II it
48 1/2"
50 11/16"
VENT WIDTH
TOP CORNERS OF
- --ARCH -TOP WOWS.
TO BE SECURED -
BY SCREWS
OR SPOT WELDING
6" MAX.
HEAD
CORNERS
Nj
53 1/8"
WINDOW WIDTH
50 1/8"
D.L. OPG. (FIXED)
13 5/8" ,
- II II
II II
iq a
------Il— --jj-------
f` -I II
M a p II n
d S 11 ll
it I�
a
II II
II II
I I 11
II it
N
-I
M
LLJ
E�lS0SAl avAlS
48 1/2"
D.L. OPG.
50 11/16'
VENT WIDTH
TYPICAL S1B��� OF�N 0
ERES40NLu
LLI
PLA,Ns3 AND ALI-p�OPOSED WORK U
TO ANy CORRECTIONS W
ARK �yDJJ@CT FIELD INSPECTORS THAT Q[
��QtJ1�ISD By
FAi3►y BR NECESSARY IN ORDER TO
C�0IV1PLy WITH ALL APPLICABLE CODEa
INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE
USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES
COMPLYING WITH HVHZ REQUIREMENTS.
INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET
THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION.
PRODUCT REVISBD
as comp3yins with ft Fkcma
:3uiWing Code ) !
Acceptanco NO `
By
6" MAX.
HEAD
CORNERS
N�
MONOLITHIC GLASS
INSULATING GLASS
NON IMPACT
drawing no.
W96-38
sheet 1 of 5
DESIGN LOAD CAPACITY
- PSF
WINDOW DIMS.
GLASS
TYPE 'A'
GLASS
TYPE 'B'
GLASS TYPE 'C'
WIDTH
HEIGHT
EXT.(+)
1 NT.(-)
EXT.(+)
1 NT.(-)
EXT.(+)
1 NT.(-)
19-1/8"
26-1/2"
60.0
80.0
60.0
125.0
60.0
210.0
60.0
80.0
60.0
125.0
60.0
179.7
-60.0--80.0-
-60.0-
60.0
11-2.9
95.9
60.0
60.0
112.9
95.9
42"
48"
53-1/8"
(3)
60.0
79.3
52.7
52.7
60.0
81.3
60.0
81.3
38.6
38.6
60.0
71.9
60.0
71.9
19-1/8"
26-1/2"
37"
'42-
38-3/8"
(4)_ _ _
60.0
80.0
60.0
125.0
60.0
210.0
60.0
80.0
60.0
125.0
60.0
163.1
60.0
75.6
60.0
116.8
60.0
116.8
56.3
56.3
60.0
102.9
60.0 _
_ 102.9 _
48"
53-1/8"
37.0
37.0
60.0
90.1
60.0
90.1
-
-
60.0
81.4
1 60.0
81.4
19-1/8"
26-1/2"
37"
42"
48"
53-1/8'
50-5/8"
(5)
60.0
80.0.
60.0
125.0
60.0
171.3
60.0
80.0
60.0
123.7
60.0
123.7
60.0
64.6
1 60.0
88.6
60.0
88.6
-
-
1 60.0
78.0
60.0
78.0
-
-
60.0
68.3
60.0
68.3
-
-
60.0
61.7
60.0
61.7
19-1/8-
26-1/2"
37"
42"
48"
53-1/8'
59"
(6)
60.0
80.0
60.0
125.0
60.0
183.8
60.0
80.0
60.0
125.0
60.0
132.6
47.9
47.9
60.0
45.0
60.0
95.0
-
-
60.0
83.7
60.0
83.7
-
-
60.0
73.2
60.0
73.2
-
-
60.0
64.0
60.0
66.2
19-1/8"
26-1/2"
37"
42"
48"
53-1/8"
63"
(7)
60.0
80.0
60.0
125.0
60.0
206.5
60.0
76.7
60.0
125.0
60.0
149.0
47.0
47.0
60.0
97.5
60.0
106.7
-
-
60.0
85.1
60.0
93.1
-
-
60.0
71.9
60.0
75.8
-
-
60.0
62.7
60.0
65.4
19-1/8,
26-1/2"
37"
42"
4D"
53-1/8'
74-1 /4"
(7)
60.0
74.6
60.0
125.0
60.0
175.2
60.0
64.1
60.0
113.4
60.0
126.5
-
- 1
60.0
82.0
60.0
90.6
-
-
60.0
74.8
60.0
79.8
-
-
60.0
65.5
60.0
69.8
-
-
58.0
58.0
60.0
60.0
19-1/8"
26-1/2"
37"
42"
48" 1
76"
(7)
-
-
60.0
125.0
60.0
199.7
-
-
60.0
110.2
60.0
144.1
-
-
60.0
80.3
60.0
103.2
-
-
60.0
73.1
60.0
88.1
'60.0
64.5
60.0 1
69.9
* No. IN PARENTHESIS INDICATE NO. OF ANCHORS PER - JAMB.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION •
DECLARATORY STATEMENT DCA05-DEC-219
�E f
c�
W
0
z
3 ,
WINDOW WIDTH
APPROVED CO-IGURVIONS
--- - -- --SHAPES SAOWI-ABOVE OR SIMILAR
DURASEAL SPACER
BY 'QUANEX'
[a
1/8--ANN. GLASS (TYPE 'A')
OR
3/16"-ANN. GLASS (TYPE 'B')
OR
3/16"-TEMP. GLASS (TYPE 'C')
a
LU
SILICONE
z m GE SCS 1000
z
1/8" ANN. GLASS
1 /4" AIR SPACE
1/8' ANN. GLASS
SIUCONE
GE-2800
;2!
m
N
I�
I I M C9
DURASEAL SPACER
BY 'QUANEX'
I
1 /8" TEMP. GLASS
1/4" AIR SPACE
1/8" TEMP. GLASS
SILICONE
GE-2800
z L
m
m
GI•ASS TYPE 'E' GLASS TYPE `D'
1/2" OVERALL INSUL. GLASS 1/2" OVERALL INSUL. GLASS
GLAZING OPTIONS
.. a
9 0IL m
'i 0
C fah
a0-M O
0 C3 b
�y0,
� O
li W �N
� zW
0
r�
z
v
U V
m
W
-j
as
J •D n
zo
rn o to
o
V)
c
m
o
0 0 M co
00
u�
,
¢ o i
oz o�
!�!2
w
�CL
Ev
Lo ° m
to
Q L7ri�
w U
in � m
CK -0-8 �
c
oL g�
o
V a
* NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB.
0
LO N O C
'5
T
Ah, to
O P r
PRODU
ae com�plyinB veil tip + v ° t
Building C,c&' v m a o
Acc^jtaaW NO
1~xpivatiav Date �® ST OF •��� drawing noBy W96-38
Milmu ache Product C �/� ®®���, \\\ •
gggdlllFltlt� sheet 2of 5
DESIGN LOAD CAPACITY - PSF
WINDOW
DIMS.
GLASS TYPE 'E'
GLASS
TYPE 'D'
WIDTH
HEIGHT
EXT.(+)
1NT.(-)
EXT.(+)
1NT.(-)
19-1/8"
26-1 /2"
37"
42"
Q.
53-1 /8"
_
26"
(3)
56.7
210.0
60.0
210.0
56.7 _
_ 201.9
60.0
201.9
56.7
144.6
60.0
144.6
56.7
127.4
60.0
127.4
56.7
111.5
60.0
111.5
56.7
100.7
60.0
100.7
19-1/8"
26-1/2"
37"
42"
48"
53-1/8"
38-3/8"
(4)
56.7
210.0
60.0
210.0
56.7
182.4
60.0
182.4
56.7
130.6
60.0
130.6
- 56.7
111.9
60.0
115.1
56.7
1 94.4
60.0
100.7
56.7
83.3
60.0
90.9
19=1/8"
26-1/2"
37"
42'
48"
53-1/8"
50-5/8"
(5)
56.7
210.0
60.0
210.0
56.7
165.0
60.0
172.8
56.7
112.9
60.0
123.2
56.7
93.7
60.0
102.2
56.7
77.8
60.0
84.8
56.7
67.9
60.0
74.1
19-1/8"
26-1/2'
37"
42"
Q.
53-1/8"
59"
(6)
56.7
-182.2
60.0
210.0
56.7
143.8
60.0
177.9
56.7
106.0
60.0
115.6
56.7
86.6
60.0
94.4
56.7
70.9
60.0
77.4
56.7
61.5
60.0
67.1
19-1/8"
26-1/2"
37"
42"
48"
53-1/8"
63"
(7)
56.7
163.4
60.0
210.0
56.7
134.8
60.0
166.6
56.7
102.1
60.0
113.4
56.7
54.2
60.0' 1
91.8
56.7
68.5
60.0
74.7
56.7
59.1
6.0.0
64.5
19-1 /8"
26-1/2"
37"
42"
48"
53-1/8"
74-1 /4"
(7)
56.7
111.1
60.0
210.0
56.7
93.3
60.0
165.0
56.7
79.3
60.0
112.3
56.7
70.3
60.0
89.0
56.7
63.6
60.0
70.6
55.0
55.0
60.0
60.0
19-1 /8"
26-1/2"
37"
42"
48"
76"
(7)
56.7
107.1
60.0
210.0
56.7
88.0
60.0
161.2
56.7
76.5
60.0
112.3
56.7.
68.4
60.0
89.0
56.7
61.3
66.0
70.4
v
O
1A
TYPICAL ANCHORS
SEE M.
FOR SPACING
4GE DIST: q
4 4
3 H
o WA
z p
3 x B
IN
a
0
1BY \
WOOD BUCK
a. a ..
4 -" 4 a a 4, EDGE
a DIST.
0
0
3
I.�VL X
TYPICAL ANCHORS
-SEE-ELEVS.
Q� FOR SPACING
OPTIONAL TO
BOTTOM LATCH
FOR
WITRH GLASS D. WINDOWS
I I i
D&EONLY I I;
-P., (L
Z II 0
0
0 Ij
i i o ti
w
I: s
w
ir
O W1
b
TYPICAL ANCHORS
SEE ELEVS.
FOR SPACING
METAL
STRUCTURE
EDGE
DIST• f
---
SEALANT:
ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION
SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT,
SCHNEE MOREHEAD 5504 OR EQUIV.
PADS:
ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT
EACH END OF FIXED MTG. RAIL.
WEEPHOLES:
W1 = 3/4" WEEP NOTCH AT EACH END
---------------------
r---------- ------ —��
I -MIAMI-DADS COUNTY APPROVED I I
I MULLION & MULLION ANCHORS I
SEE SEPARATE NOA �I
I
I EDGE I I
I DIST. I I
I
�---- — - - -- �J
TYPICAL ANCHORS
SEE-ELEV FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA. TAPCON BY '�/' (Fu-125 KSI, Fy=100 KSI)
1/4" DIA. ULTRACON BY 'E CO' (Fu=177 KSI, Fy=155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (MEAD/JAMBS)
THRU 1 BY BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
#12 TEKS OR --SELF DRILLING SCREWS (GRADE 5 CRS)
INTO MIAMI—DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/JAMBS)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1 /8" THK. MIN. (6063—TS MIN.)
STEEL: 1/8" THK. MIN. (6 = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPIC L EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2" MIN.
INTO WOOD STRUCTURE = 1 " MIN.
INTO METAL STRUCTURE = 1/2" MIN.
WOOD AT HEAD OR JAMBS SG = 0.55 , MIN.
CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
LCERIS`�
pRODUcT REVlS€D
as compl;ring with tine Fkdda
BuiiduigCade �i .
Acceptance Plo
FYmiration DatC 11
I OF
it yOV
Z to 3
b � J
W-- Z
CL
Q 2
0 �" Ir 0
�o
0�1v�.
�0
O-a�,-K<4 - - -
04�rr
IN
aW=U.gall
3 a COD
aW0)
z
v
z
3
_
o `
z
rnLE
0
L
Z
oc�$'`�
N
G p�l-im
cu C c
m � •m o j
`3�a 00
n
o9
c
w
\z aaM
E .
cED n
�v-ate
B U
m m �
ja
L 153
0`1N IO IO�I
m
°1 u
I-
cy
N a
•- ui a�:, a
drawing no.
W96-38
sheet 3 of 5
TYPICAL ANCr
SEE E
FOR SPA,
STRUCTURE
TYPICAL ANCHORS
PART #
REQD.
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
YE-169
1
FRAME HEAD
6063-T6
2
YE-167
1
FRAME SILL
6063-T6
3
YE-102
2
FRAME JAMB
6063-T6
-
4
YE-152
1
FIXED RAIL - - - - -
7 6063-T6
- ---- -
5
YE-151
1
VENT TOP RAIL
6063-T6
-
6
YE-168
1
VENT BOTTOM RAIL
6063-T6
7
YE-92
2
VENT JAMB
6063-T6
-
8
-
I AS READ.
GLAZING BEAD
ALUMINUM
ROLL FORMED
9
YH-528
2/ VENT
SASH STOP, 3" LONG
RIGID VINYL
-
10
-
2/ VENT
BLOCK & TACKLE BALANCE
11
YH-505
2/ VENT
BALANCE CLIP _--_-- -- - - - -
—ALUMINUM-------
- - -
12
YH-622
AS REQD.
BULB W'STRIPPING
VINYL
SINGLE ROW
13
YH-4004
AS REQD.
FIN SEAL W STRIPPING .187 X .250
WOOL
ULTRAFAB
14
YH-504
2/ VENT
SPRING LOADED VENT LATCHES
NYLON/CELCON
AT 13" FROM ENDS
14A
YH-515
2/ VENT
SWEEP LOCKS
ZAMAK
AT 11- FROM ENDS
15
YF-1
8
FRAME ASSEMBLY SCREWS (#10 X 3/41
CRS
PLATED, PH SMS
16
YF-10
2/ VENT
FIXED RAIL SCREWS (#8 X V)
CRS
CAD PLATED, PH SMS
17
YF-12
6/ VENT
VENT ASSEMBLY SCREWS (#8 X 1-1/4-)
CRS
CAD PLATED, PH SMS
19
YF-6
1/ CUP
#10 X 1/4' PH SMS POINT B
20
YF-14
2/ LOCK
SWEEP LOCK SCREWS (#8 X 5/8")
-
OH SMS
21
YC-15SP
2/ VENT
SELF ADHESIVE PAD (.375- X .31- X .75-)
FOAM
-
22
YH-519
2/ VENT
BALANCE CAM
PLASTIC
-
23
YH-590
1
REINFORCING BAR (REQD. FOR INSUL GLASS ONLY)
STEEL
HRB93
24
-
2/ VENT
SASH STOP (1' X 1-1/4" X 1/16')
-ALUMINUM
ON 74-1/4- HIGH ONLY
25
-
2/ LITE
SETTING BLOCK
EPDM
DUROMETER 80f5 SHORE 'A
1BY
D BUCKS
PICAL ANCHORS
E ELEV.
R SPACING
O S Ii o0 c
V
O t mm
v C 44
C&it o
-
ootr
N
O
1ZN: o
J000Q
aU71 �
z
0
0
z
00
C 4
a 0, LE
w tO
O
O 0
� C �
Q O 02
� 17 Q d O �
r
O Z
CLn
TYPICAL ANCHORS CL
SEE ELEV.
FOR SPACING
8 Li�
I'SHIM �Zyn
MAX. 2BY WO D BUCK p w ,ter, D S
R z � o
0 STRUCTURE
f!J -ogle
ZDI
C r cry r
W 0 0 N O N O
N 01 o
PRODUCT REVISED .L c
as cnrnplying with dw Fkzi& \ 111 r ► r � '�
3uiIding Code \\\1 -' A y .
-d of 0 ��•� •,
Expiration Bate `� ��;. ' GFEN
By� of � r-
1Vii�Jui a PfoclueQ C ()I
•�_ o
o s
®� TE OF °��gf drawing no.
®oaa+ON..��;�,: W96--38
� ®NAy �1�sheet ¢ of
5
v
rn 1,
3
to 1
?
C Q
date: 10— 96
ft,
(A
(
scale: 1/2 a 1'
O
dr. by TARIQ
101
00 O
chk. by:
i
Dn
04
r
revisions:
no
date
escrl Ion
H
12.23.11
MANUF. NAME' REVISED
I
07.02.14
GENERAL REVISION
J
09.22.14
NO CHANGE THIS SHEET
K
110.02.17
UPDATED TO 2017 FBC
I
SERIES 580 ALUM SINGLE HUNG WINDOW (N.I.) AL-FAROOQ CORPORATION a
A39UfQ WIndOWB & Doors, LLC ENGINEERS & PRODUCT DEVELOPMENT tr
d b o AWP Windows & Doors 9360 SUNSET DRIVE, SUITE 220 r
Beach. FI. 33069 MWMI, FLORIDA 33175 (C.A.Ar 3588)
Pompano Beach, 1543 N. Pline Road TEL (305) 269.8100 FAX (3p� 2624M78
Tel. (305) 887-2646 Fax. I COMP—ANL\W96-38AWP