HomeMy WebLinkAboutSet-Up Manuals; Series MG-300 Alum Horiz. Rolling WindowRECE
Meq 9 5 - 20
IN
AnDL
Luc(¢Gerunty, Permitting
PPUED)
APPLIED)
TSED
6• MAX.r(4
HEAD/SILL
SEECHARTU.
ON SXELT 1
AT µ�Rfi
NNC ORSSTILE ENDS
/ AT 4' D.C.
FALSE MUNTINS W
CORNERS
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(SURFACE APPUED)/
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MY BE USED �/ V
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43 3/8-
43 3/8-
3
YPICAL ELEVATIONS 4E A2
TESTED UNITS VENT WIDTH
SERIES MG-300
ALUMINUM HORIZONTAL SLIDING WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 4 & 5.
WINDOW WIDTH
(4) ANCHORS
6• MAC.
,,AT MTG. STILE ENDS
HEAD/SILL
A AT 4' O.C.
fi
CORNERS
I
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II 11 II
II 11 II
g
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�E32 3/8-
B /8-
LCPO.
LOOPG.D.
: 3
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
F.B.C. APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (STH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHi).
IBY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOAN
TO THE BUILDING STRUCTURE. -- -
ANCHORS SHALL BE CORROSION RESLSTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR MGM.
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 IMTERIAS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS,
THIS PRODUCT APPROVAL IS GBIERIC AND DOER NOT PROVIDE INFORMATON
TOR A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SLUNG 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
MANUFACTURERS LABEL SHAM BE LOCATED ON A READILY MSIBILE LOCATION
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BURRING CODE.
LABEUNG TO COMPLY WITH SECTION 1709.9.2.
CONTRACTOR TO BE REORMSIIIE TOR THE SELECTION. PURCHASE AND
INST41AN.N OF THIS PRODUCT EASED ON M6 PRODUCT E MION
PRONGED HE/EHE DOES NOT DENOTE FROM ME CONOn10NE DETNIED
ON Mrs CDOWCHT
THM PRODUCT EVOLIAri DOCUMENT WLL BE OCwSCERED I v D IF
.low. 61 ANY MEAYS.
SITE SPECIFIC PROJECTS SWL BE PREPARED BY A FLORIDA RECSTERED
MPNEER OR A¢WTECT WON MILL BCCWE THE CNMV OF ROOM LEO.RI
MR ME PROJECT MID WHO WILL BE RESPONSIBLE FOR ME PROPER
USE OF ME RLD, ENGINEER OF RECORD. ACTING AS A DELEGATED
MCNEM TO ME RED. ENGINEER SELL EVBMR TO MIS IARER ME SITE
SPECIFlC DRAWINGB FOR R...
M5 RED. $N.VL BFM ME DOE AND ORIGNOL SELL AND SCNMURE OF
THE RKFESEii ENGINEER Or RECORD MY1 PREPARED n.
{i
FL #20359
Sealed: 1/12/2018
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drawing no.
W16-26
127 5/8'
WINDOW WIDTH
6.,.
(4) ANCHORS
AT NTG. STAE ENDS
HEM/SILL
p 4' O.C.
FoesCORNERS
_-�AT
6 - ---
(SUP
"Y
I
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II
I
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II II
F-ytfJ7tvc
Y
4
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_aF -aF
II II
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II
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6
32 3/8-
48 1/8'
32 3/5'
D.L On.
O.L On.
D.L OPG.
3 33/16'
37 3/I6-
WUNRNS
-ACE A PUEO)
3E USED
Yates+ Associates, Inc.
Clematis Street, Suite 914
We
/ West Palm Beach, FI 33401
��
Ph: 561-653-8280
❑ Reviewed ❑ Furnish as Corrected
Rejected ❑ Revise and Resnbinit
Accepted ❑ Submit Specific Item
This review is only for general conformance with the design
concept and the information Liven in the Construction Documents.
Corrections or comments made on the shop drawings during this
review do not relieve the contractor from compliance with the
requirements ot'lhe plans and specifications. Approval of a specific
item shall not include approval of an assembly which the item is
a component. The contractor is responsible for: dimensions to
be confirmed and correlated at the jobsite; m1birnation that
pertains solely to the fabrication of construction; the
coordination of the Work with that of all other trades; and
performing all work in a safe and satisfactory manner.
Yates+Associates, Inc.
Date: 03-04-2020
ti19(a_1uoU.71i6.
TESTED UNITS FL #2035t
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Sealed: 1/122018
HEAT MM'D. GIA65
.090' IntedaYer
Trostfal PVB
By 'Kuramy America. Inc.'
r1/8' HEAT STREN'D. GIASS
to , /
1POINTS ON LIPES WI
19 WIDERR THAN 36' ONLY
GLASS TYPE 'A'
5/16- OYSR UM. GUSS
-1/8- TEMP. GLASS
1/4" AIR SPACE
1/8- HEAT STREN-D. GUSS
.090' Intedayer
Tmsifol PVB
`By 'Kumray America. Inc:
1 rl/8• HEAT STREN'D. GUSS
AT 1/4 POINTS
39 ALL SIZES
GLASS TYPE 'Al'
- I1/16- OVERALL INSOL LAM. CUSS
HEAT STREN'D. GU
.090' IntedaYer
Trosifol PVB
By 'Kumray America, Inc:
r3/16- HEAT STREN'D. GU S
19 A� /4 POINTS ON LRES
WIDER THAN 36" ONLY
GLASS TYPE 'E'
7/15' OVIX4LL AM. GI
-1/8- TEMP. CUSS
1/4' AIR SPACE
3/I6- HEAT STREN-D. GLASS
.090' IntedaYer
Tm ifol F
By 'Kuramy America, Inc:
IIr3/16- HEAT STREN-D. GIASS
I rOOW 795
VVV
II
Zg AT 1// POINTS
ALL SIZES
-
GLASS TYPE 'RI'
7/6' OVEFALL INSUL M. GIASB --
GLAZING OPTIONS
1/4" AIR SPACE CONSISTING OFAIR SPACE CONSISTING OF
'DURASEAL' EDGE SEAL SYSTEM
BY 'GUANEK'
3/16- HEAT STREN'D. GUSS
.090' Intedayer
y America, Inc.'
HEAT STREN'D. GIASS
js.nt�,Ck.
SILICONE
DOW 795
a
o
39 AT I/1 POINTS ON JTES
WIDER THAN 36' ONLY
GLASS TYPE 'C'
9/I6' OVFAAl1 V M. GU s
-1/8- TEMP. GLASS
1/4' AIR SPACE
3/16- HEAT STREN-D. GUSS
.090' InledWer
SenbyGlas
�By 'Kumray Americo, Inc.'
r3/16" HEAT STREN'D. GIASS
WZ9 AT 1/4 POINTS
P11 SIZES
GLASS TYPE 'Cl
.- 7/8- OVERALL INSUL LAM. CUSS -
' >A� •;Yl 'U. ntp!,gg �, I
y;�VCENSpm
= a 5
* v Y 2
A OFF drawing RD.
�S'.,•ORIDP,i G� WAG—ZB
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FL #20359 ,,ONAL ��.`
Sealed: 1/12/2018
OR OX SIZES) ro. I I uca v'/XO OR OX SIZES)
26-1/2-
3T•
53-1/8•
63'
74'
Be
26'
28'
SO.o
80.0
80.0
1 80.0
1 90.0
1 140.0
1
1
24'
36'
48•
60'
72'
84'
96•
24'
80.0
80.0
80.0
80.0
90.0
140A
80.0
BD.O
80.0
80.0
90.0
110.0
80.0
80.0
BD.O
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
B0.0
82.0
90.0
140A
80.0
80.0
80.0
80.0
90.0
140.a
80.0
Bp.O
80.0
BO.O
BO.a
14a.0
80.0
80.0
Ba.O
80.0
90.0
140.0
80.0
50.0
80.0
80.0
90.0
140.0
50.0
50.0
80.0
OD.D
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
-
-
BOA
80.0
90.0
140.0
-
-
Boma
80.0
9a.0
140A
26-1/2-
37'
53-1/8'
6S
74'
Be
96•
36-3/8'
80.0
80.0
80.0
80.0
Boma
140.0
24•
36'
48'
60•
72'
Se
96'
36•
80.0
80.0
80.0
80.0
90.0
110.a
80.0
80.0
8D.0
BOA
00.0
140.a
60.0
50.0
80.0
80.D
-NO
140.0
80.0
Boma
BD.O
80.0
90.0
140.0
Me
80.0
80.0
80.0
90.0
140.0
60.0
80.0
80.0
80.0
9D.0
140.0
80.0
80.0
BMO
80.0
90.0
140.0
80.0
BD.O
80.0
80.0
913.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
50.0
80.0
80.0
90.0
14e.0
80.0
BOA
80.0
Boa
90.0
140.0
80.0
80.0
goo
14e.0
80.0
80.0
90.0
140.0
26-1/2'
37-
53-1/8•
63'
74'
84'
96•
50-5/8•
8D.0
BD.O
BD.O
80.0
9D.0
14a.0
24'
35'
1.
60
72•
Se
96'
48'
80.0
89.0
Soo
80.0
90.0
M.0
80.0
80.0
80.0
80.0
9D.0
140.0
Soma
80.0
80.0
80.0
9D.0
M.O
80.0
80.0
SOO
80.0
90.0
140.0
80.0
80.0
80.0
80.0
9mo
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80A
80.0
9D.0
140.e
BD.O
e0.o
e0.a
Sao
9o.o
140.0
80.0
80.0
80.0
MIT
90.0
140.0
80.0
80.0
BO.0
80.0
90.0
138.7
80.0
80.0
80.0
80.0
90.0
140.0
-
-
80.0
BOA
90.0
121.4
-
-
80.0
80.0
90.0
128A
28-1/2'
37'
53-1/8'
63'
74'
84'
95'
1,
80.0
80.0
80.0
BOA
90.0
140.0
24'
38•
48'
6o'
72•
Be
96'
60'
We
80.0
80.0
800
90.0
140.0
8D.0
80.0
80.0
80.0
90.0
140.0
80.0
B0.9
80.0
80.0
90.0
140.0
8D.O
80.0
80.0
80.0
90.0
110.0
80.0
80.0
00.0
80.0
90.0
140.0
80.0
BD.O
SOM
80.0
90.D
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
126.5
eo.o
80.0
B0.0
Box
Sao
136.5
00.0
80.0
80.0
BO.o
90.0
111.5
BO.D
80.0
NO
80.0
90.0
117.0
90.0
97.5
90.0
102.4
26-1/2'
37'
53-1/8-
63'
74-
74•
80.0
80.0
24'
36'
!8'
60'
1.
84'
72'
60.o
B0.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
SD.O
60.0
80.0
-
-
80.0
BOD
-
-
-
-
80.0
80.0
-
-
BP
96'
50-5/8'
-
-
-
-
90.0
140.0g
x
Bi5
'a `s
-
-
-
-
-
-
-
-
-
-
90.0
140.0
96-
46'
-
-
-
-
90.0
140.0
74'
Be
96'
63'
-
90.0
140.0
72'
Se
96•
60'
90.0
140.0
-
-
-
-
90A
132.7
-
-
-
-
90.0
140.0
90.0
125.0
90.0
128.0
b
OPERATING VENTB TO BE 1/2 OF THE WINDOW WIDTH
'XO OR OX'
DESIGN MAD
CAPACITY
- PSP
DESIGN
LOAD CAPACITY
- PSF
r
(XO
OR OX
SIZES)
(XO OR OX
SIZES)
GLASS
TYPES
GLL95 TYPES
GLASS TYPES
GIAS$ 'TYPES
��
FRAME THIS.
'B' k'BI'
'O' tr'C1'
FRAME THIS.
'e' k 'B1'
'C' A'CI'
m
WIDTH
HOGHI
CM.(+)
IM.(-)
EM.(+)
IN2.(-)
WIDTH
HDCHT
EM.(+)
iM.(-)
EM.(+)
IM.(-)
Z
-
55-1/2•
80.0
80.0
90.0
140.0
1.
80.0
80.0
Soma
10.0
P
19-11/18
80.0
80.0
90.0
140.0
63•
SO.D
BOA
90.0
140.0
Q
83-1/4•
26'
80.0
80.0
90.0
140.0
72•
24•
80.0
80.0
90.0
140.0
sq0 O i
94-1/4'
Boa
80.0
90.0
140.0
an'
Be.a
ea.o
90.0
140A
0 yC
55-1/2'
80.0
80.0
80.0
140.0
90'
80.0
00.0
90.0
140.0
O CW Q
9-I1/16
80.0
80.0
90.0
140.0
54'
80.0
WO
Some
140.a
0G$m
83-1/1'
38-3/8'
B0.0
BO.a
90.0
Me
63'
60.0
80.0
90.0
140.0
0 C m 2
94-1/4'
80.0
80.0
90.0
140.0
72•
36,
80.0
MD
90.0
140.0
c
55-1/2-
WO
80.0
90.0
140.0
811
NO
80.0
90.0
1".0
0dN1NQ qp
9-11/16
80.0
80.0
90.0
140.0
90•
NO
Bom
90.0
140.0
c: C2O �j
03-1/4'
50-5/B'
80.0
80.0
9D.0
140.0
54'
80.0
80.9
90.0
140.0
4 2 m
94-1/4•
M-1/2'
80.0
80.0
80.0
80.0
90A
90.0
121.4
140.0
63•
72'
!B'
80.0
Boo
80.0
80.0
90.0
90.0
140.0
140.0
j a W
9-11/16
63•
80.0
80.0
90.0
111.5
81,
80.0
&l.0
s0.a
t4o.o
BJ-1/1'
80.0
SD.O
90.0
974
so,
1 80.0
BOA
90.0
140.0
55-1/2'
80.0
80.0
)0.9 98.5
54'
80.0
80.0
80.0
110.0
Z
_
9-11/1674
80.0
BD.O
62.2 86.4
63'
80.0
8e.0
90.0
140.0
J
72-
W. 80.0
Sea
90.0
140.0
0
0
81'
80.0
80.0
90.0
117 0
G
90'
Soma
1a2.4
O
i
Z
3 n
Be
50.0
50.0
90.0
110.0
0
F.
63'
72' 80.0
80.0
80.6
111.9
d'
yWj 1O
72'
60.0
80.0
69.4
96.4
N
81'
-
-
81.8
85.9
rc
i
0 n M m
0 a M m
3 i
11vyy?11
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u
K�W
b
1 OPERATING
VENTS TO BE 1/4 10 1/3
OF THE WINDOW WIDTH'XO
`o
OR
%j
^
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
FL #20359
AV .......
'pGCH
m
i
g
ND.70592
drowing no.
a
W16-26
Sealed: 1/12/2018
DESIGN LOAD CAPACITY - PSF
(XOX SIZES)
FRAME DINS.
GIAs9 TYPES
'9' 1'91.
cuss TES
YP
'C' 4 TV
WIDTH
HEIGHT
ENT.(.)
IHT.(-)
ENT.(+)
INI.(-)
74'
106-1/4'
111'
126'
26"
80.0
80.0
90.0
140.0
80.0
80.0
900
140.0
90.0
80.0
90A
140.0
80.0
80.0
90.0
MA
74•
106-1/4'
111'
126,
38-3/8"
80.0
80.0
90.0
140.0
80.0
80.0
90.0
I"oO
80.0
80.0
90.0
10.0
80.0
80.0
90.0
140.0
74'
106-t/4'
111'
126'
50-5/8'
1
80.0
80.0
90A
140.0
BaO
80.0
90.0
14ab
aao
80.0
90.0
140.0
Sao
80.0
90.0
135.7
74'
106-1/4'
111'
128'
63"
80.0
80.0
90.0
140.0
aO.0
Bob
90.0
129.0
80.0
Bob
90.0
125.2
80.0
80.0
-
-
94'
IN-1/4'
III-
126-
4'
gob
80.0
80.0
80.0
-
-
90.0
80.0
DESIGN LOAD CAPACITY - PSF
(XOX SIZES)
FRAME DIMS.
GLASS TYPES
'B' A 'BY
GIASS TYPES
'c. A 'cl'
WIDTH
HEIGHT
EAT.(+)
W.(-)
ENT.(+)
TNT.(-)
72'
84•
96'
IN,
120'
1.
80.0
90.0
90.0
110.0
80.0
80.0
90.0
110.0
80.0
Bob
90.0
1Q.0
80.0
80.0
90.0
140.0
B0.0
80.0
90.0
1Q.0
72"
84"
96'
IN'
12C'
35'
80.0
80.0
90.0
1Q.0
80.0
80.0
90.0
1Q.o
80.0
80.0
90.0
140.0
Bob
90.0
WA
1Q.0
80.0
Sao
90.0
1Q.0
22'
a4"
96"
108•
120'
48'
8..0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
1Q.0
80.0
80.0
90.0
1Q.0
B0.0
90.0
90.0
1Q.0
72'
84'
96'
IN'
120'
W.
80.0
BOO
90.0
tQ.a
NO
Sao
90.0
10.0
80.0
80.0
90.0
10.0
BOA
80.0
90.0
136.5
80.0
80.0
72"
84"
96"
108'
120'
72'
80.0
80.0
80.0
00.0
80.0
80.0
80.0
80.0
80.0
ago
0/3W)
(1/3W)
(1/aw)
�p
o-
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
'XOX'
DESIGN WALD CAPACITY - PSF
(XOX SIZES)
FRAME DINS.
GIASS TYPES
B. A: 'BI'
GLASS TYPES
'c' A .11.
WIDTH
+)
TNT.(-)
ENT.(+)
In(-)
74'
106-1/4'
111'O
126'0
80.0
90.0
140.0
80.0
90.0
M.0
50.0
9DO
140.0
80.0
90.0
140.0
74'
106-1/4'0
1t1'
126•0
J38-3/880-0
NO
90.0
140.0
80.0
90.0
140.0
eD.o
9D.o
14D.o
BOAT4'
106-1/4•5Q-5/8
111'
126'
SOO
sob
140.0
80A
80.0
80.0
BOA
]4'
106-1/4'
111'
63,
80.0
BO.o
gob
140.0
00.0
90.0
80.0
B0.0
TP
100-1/4'
74'
80.0
80.0
-
-
80.0
8GO
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
DESIGN LOAD CAPACITY - PSF
(XOX SIZES)
FRAME DIMS.
GIASS TYPES
IF A -BI-
CUSS TYPES
'c. 8 'cl.
WIDTH
HEIGHT
EM.(+)
PIT.(-)
ENT.(+)
INL(-)
72'
84'
96•
109"
120•
24'
Bob
80.0
90.0
140.0
80.0
80.0
90.0
10.0
80.0
80.0
90.0
140.0
60.0
80.0
90.0
140.0
80.0
80.0
90.0
1QA
n•
84'
96,
108'
120'
36'
80.0
60.0
90.0
IQ.O
80.0
80.0
90.0
1Q.0
Bob
80.0
90.0
1Q.0
80.0
80.0
90.0
10.0
80.0
80.0
90.0
1404
02'
84'
96,
108•
120•
Q'
80.0
80.0
90.0
1Q.0
80.0
Bob
90.0
140.0
80.0
60.0
NO
80.0
80.0
80.0
72'
84'
96•
IN,
120'
W.
Bom
80.0
-
-
00.0
80.0
PD.O
80.0
W
Sao
-
-
Bob
80.0
72'
84'
98'
108'
i2,
B0.0
80.0
Bob
80.0
-
-
80.0
80.0
B0.0
50.0
-
-
,p o-
OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH
'x0x'
FL #20359
Sealed: 1/12/2018
tz 2
OWm9 no.
W16-26
I
0
WEEPHOLES:
Wl = 1" X 1/4- WEEPHOLES AT 2-1/4- FROM EACH END
W2 = 1-3/4- X 3/8" WEEPHOLES AT 5-1/2" FROM EACH
END WITH PLASTIC BAFFLE
SEALANTS:
ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT
AT EACH END AND INSTALLATION SCREWS IN SILL SEALED
WITH ALUMINUM COLORED SEALANT.
BUCK
F.B.C. APPROVED
MULLION k MULLION ANCHORS
SEE SEPARATE MPRCVAL
ANCHORS
WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE EL6V. MR SPACING
1/4" DIA ULTRACON BY 'ELCO• (F.-177 KSI. Fy-155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2- MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1BY BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
W14 SMS OR SELF-ORIIIING SCREWS (GRADE 2 CRIS)
INTO F.B.C. APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THIN. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACI WITH ALUMINUM TO BE PIATEO OR PAINTED)
CRITICAL EDGE DISTANCE
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO WOOD STRUCTURE - 1' MIN.
INTO METAL STRUCTURE - 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS- 513 - 0.55 MIN. -
CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN.
C-90 HOLLOW/FlUFA BLOCK AT JAMBS fm - 2000 PSI MIN.
=•' Nm. T0582
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FL #20359 �KTsi�„�A611�;A�.
Sealed: 1112/2016
FOR SPRANG
FL #20359
755M '_ 3 k S
Sealed: 1/12/2018
drawing no.
W16-26
F.B.C. APPRCVED
MUWON h MUWON ARCHERS
SEE SEPARATE APPROVAL
1/4' M.
SHIMS
S &T.
TYPICAL ANCHORS
SEE EI
FOR SPACING
INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER
```ttlttll lllll/�//
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FL #20359 "Off ll;"'� sheet 8 0110
Sealed: 1/12/2018
Qi FRAME HEAD
a
0
FRAME SILL
.062
528
.250
V--t.s4s—A
SILL TRACK
FRAME JAMB
1.168
62t
1.498
062
11P.
VENT TOP/BOTTOM RAIL
JAMB STILE
VENT INTERLOCK
OW
PART /
QUANTITY
DESCIU T ON
MATERGL
MANE./SUPPEER/REMARES
1
MG203
1
FRAVE HEAD
6063-T6
-
2
MG301
1
FRAVE SILL
6063-T6
3
MG302
1
SILL TRACK INSERT
6063-T6
4
MG30
AS READ.
FRAME MMS
6063-T8
5
MG212
AS READ.
RUSH FRAME A➢MTER
6063-T6
-
6
MG204
1/ VENT
RXED NYC. RML
6063-76
-
]
MG265
1/ VENT
VENT INTERLOCK
6063-T6
-
8
MG304
1/ VENT
JAMS SRLE
6063-T6
9
MG207
2/ VENT
TOP AND BOTTOM RML
6063-T6
10
MG208
AS READ.
GLAZING BEAD (5/I6' GLASS)
6063-T6
1DA
M0209
AS REDD.
GLAZING BEAD (]/I6' GLASS)
6063-18
1021
MG210
AS ROOD.
GU ING BEAD (INSUL LAM. GLASS)
6063-T6
-
13
MG305
AS RITE00.
ADD -ON SILL RISER
6063-TB
-
14
MG321
4/ VENT
ROLLER HOUSING & GUIDE
COLCON
15
MW22
2/ VENT
ROILL
BRASS
16
MG323
2/ VENT
ROVER PIN
ST. STEEL
17
/10 X 1'
AS REDD.
FRAME/VENT ASSOIABLY SCREWS
CRS
PH SMS
18
010 X 3-1/2'
2/ VENT
RX. RAIL SILL SCREWS (SILL END)
CRS
PH ENS
19
W222322
AS REDD.
RN SEAL W'STRIPPING
-
ULiRAFAB
22
UO2
AS REDD.
GW ING BEN BULB
NEOPRENE
ULTRAFAS
24
SL203P
2/ VENT
I SWEEP LATCH. AT 10-1/4' FROM EACH END
ZAMAH
SULLIVAN & ASSOC.
BB X 5/8'
2/ IATCH
IATCH INST. SCREW
9. STEEL
PH SMS
M0211
2/ VENT
SPRING LOADED LATCH
6063-T6
ALTERNATE TO SWEEP ATCH
-
1/ LATCH
LATCH SPRING
ST. STEEL
-
f
2/ WOW.
HI -FLOW WEEPER
PREFERRED ENGINEERING PRODUCTS
1/ VENT
5/16' BOX SCREEN
OPTIONAL
AS REDD.
SILL INSERT2' LONG
6063-T6
AT MTC. a11LE LO DON
AS REDD.
SETDNG BLOCK AT 1/4 POINTS
EPOM
DUROMETER 6015 SHORE A
—2.844� .062
.fi6.ED0
188
06211B9
1YP t3 ADD -ON SILL RISER
—1.969
2 ]R6
FIXED MTG. RNL _ �F_ -1r.125
.500 .6T2 1.000 O OBI L
22
r7E5
ME ADAPTER 2g SILL INSERT
.OT8 1.42.456Y-1 -- F-.1]4
985I L ]81 050 .865 ]81 050 .865
ILI
1.029
1.096 1.096
SPRING LOADED LATCH 110 ®LAZING BEADS
FL #20359
WSJ D AN "Xi
Sealed: 1/1212018
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VENT TOP/BOTTOM CORNER
30
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3
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£
drawing no.
W16-26
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FlXEO MTG. RAIL CORNER FL #20359 NAl1tG;h���
sheet 10 of 70
Sealed: 1/12/2018