HomeMy WebLinkAboutSet-Up Manuals; Series MRG-400 Fixed WindowMAR 0 5 9020
ST. Lucie County, Permitting
MR. GLASS DOORS AND WINDOWS, INC.
SERIES MPG-400 FIXED WINDOW
LARGE * SMALL MISSILE IMPACT
DRAWING5 INDEX
51FEET
TITLE
CONTENT
REV.
DATE
a
COVER
GENERAL NOTES AND I1,15TRUCTION5
02
EI
WINDOW ELEVATION
03
GI
GLA55 CAPACITY CHARTS
04
DI
WINDOW DETAILS
05
At
ANCHOR OPTIONS
OG
A2
ANCHOR OPTIONS
07
BOM
BILL OF MATERIALS
OB
150
A55EMBLE DRAWINGS
1'atrs + Assncivtes. Inc.
319 Clematis Stroct, Suite 914
West Palm Beach, F133401
Ph: 56I-653-8260
Res ws,,M E] Furnish as C'orremed
V)eelit � Resiseand Reoi1,.b
AAccep,ed 0 Submit Specific hem
This resiew is mly for general wnfnrmance with the design
concept and the intinumioo given in the Construction Documents.
Corrections or comments made on the shop drawings daring this
resiew do in. relieve the enranii ., from wmpliane, with Ilse
re,ianzarenu ofhe plans and spee,fi,enions. .Appnnal ofa speeitie
item shall not include approval of an assembly which the item is
a component. The conracmr is responsible for: dimensions to
be confined and correlated at the jobsite; information that
pertains solely to the fabric:nion of construction: the
coordination of the Work with Ihot of all other trades: and
performing all work in a safe and saiisfac or tnammr.
Yates+,uncials. lac.-�
Dale 03-04-2020 Ov:
t �
GENERAL NOTES: INSTRUCTIONS:.
TH15 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE UGUIUMEW5 OF USE CHARTS AS FOLLOWS,
THE GTH EDITION FLORIDA BUILDING CODE (20) 7) INCWDING HIGH VELOCITY HURRICANE ZONE
(HVHZ) STEP 1 : DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND
WINDOWS RATED FOR LARGE MI551LE IMPACT. IMPACT SHUTTERS ARE NOT REQUIRED
THESE WINDOWS ARE APPROVED FOR AIR AND WATER INFILTRATION
ANCHORS SHALL BE A5 LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR 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.
MATERIALS INCLUDING, BUT NOT LIMITED TO, 5TEEUMETAL SCREWS THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENT5 OF THE GTH
EDITION FLORDA BUILDING CODE (2017) SECTION AS APPLICABLE..
METAL STRUCTURES NOT BY MR, GLA55 DOOR 4 WINDOWS, INle. TO BE DESIGNED TO
SUPPORT THE LOADS IMPOSED BY THIS GLAZING SYSTEM AND TO TRANSFER SUCH LOAD5 TO
THE BUILDING MAIN STRUCTURE.
ULTIMATE LOAD OBTAINED FROM A5CE 7-10. MULTIPLIED BY O.G SHALL BE LF55 THAN OR
EQUAL TO THE MAX. DESIGN LOAD IN TH15 DOCUMENT. THE DESIGN LOADS SHOWN IN TH15
DOCUMENT ARE ALLOWABLE DE51GN LOADS.
VELOCITY, BLDG. HEIGHT, WIND ZONE U51NG APPUCABLE A5CE 7-10
STANDARD BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT,
STEP 2: SEE SHEET G I FOR GLASS OPTIONS AND CHART FOR APPROVED
LOAD OF DESIRED FRAME 51ZE WITH GLA55 OPTIONS.
STEP 3: APPROVED ANCHOR OPTIONS SHEETS AI 6 A2.
ANCHOR SPACING SEE 5H EET E 1.
STEP 4: THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL
APPLY TO ENTIRE SYSTEM.
F.H. - FRAME HEIGHT SECTION NUMBER
F.W,-FRAMEWIDTH C
W/ - WTH r SHEET NUMBER
W/O - WITHOUT
O.C. - ON CENTER
2018
0
Z
ADIS-01
48"
FRAME WIDTH FRAME FRAME FRAME
• WIDTH • WIDTH WIDTH k
1 7/8" 44 1/4' 1 7/8"
.. D.L.O.W. �•
a FALSE MUNTINS �� a:Ea ¢2,� a
• •(5URFACE APPUED)
G" 14` MAY BE U5ED
• MAX.gyw�sw Kw wi Kw lws -
U FP
�• 2 u n
)
p N
01 OPP DI FRAME FRAME FRAME i a
u WIDTH WIDTH WIDTH
w =
Wzy
to
_ FRAME FRAME U
P • WIDTH WIDTH
w w o 3d
— 6' 14'o
3
•MAX. ¢��
FIXED WINDOW ELEVATION Dp 40
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN
ABOVE OR SIMILAR CAN BE VERIFIED BY IN5CRIBING m (TEST SIZE SHOWN) PICTURE WINDOW SHAPE WITHIN 50UARE OR RECTANGLE A5 g
SHOWN IN DOTTED LINES AND OBTAIN ALLOWABLE LOADS w 0.
FROM TH05E SHAPES. K
f
WIDTH OR LENGTH DIMENSIONS CAN BE ORIENTED rc[�
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
R'C REG, iR
j V F��nB11
Ny.➢.M'-asn s gem"
�i O
Jet Pe O? "AyDIE M1DI
icF3 0 P,.V�P� ? OF a
uu
FEBRUARY 20TH. 2018
DE51GN LOAD CAFACHY - Fbr 11 Dt51GN LOAD CAPACITY - FSr
(GLA55) (GLA55)
FRAME SIZES GLA55 TYPES FRAME SIZES GLA55 TYPE5
FRAME I FRAME
WIDTH HEIGHT GI4GIA G26G2A WIDTH HEIGHT G16GIA G2 <G2A
36
65.0
100.0
261/2
65.0
100.0
42
_
65.0
I00.0
26I
37
65.0
100.0
54
48
65.0
100.0
53 1/8
65.0
IDO
54
58.0
59.0
191/8
65.0
L 100.0
60
_
58.0
59.0
100.0
261/2
37 38 3/8
_
65:0
65.0
100.0
100.0
30
65.0
36
65.0
100.0
531/8
_
65.0
100.0
42
G5.0
100.0
191/8
65.0
100.0
48 60
65.0
100.0
26 1/2
65.0
100.0
59
58.0
89.0
37 50 5/865.0
100.0
60
52.0
50.0
531/8
62.0
95.0
30
65.0
100.0
101/6
65.0
00
1.0
36
65.0
100.0
26 1/2
65.0
100.0
42
_
65.0
100.0
63
37
_ _
65.0
100.0
46 GG
65.0
100.0
53 1/8
_
1 59.0
90.0
54
58.0
65.0
191/5
65.0
100.0
60
52.0
60.0
261/2 76
37
65.0
65.0
100.0
100.0
65.0
100.0
36
65.0
100.0
42 72
65.0
100.0
48
65.0
100.0
36 78 I 65.0 I 100.0
42 65.0 100.0
36
65.0
100.0
84
42
_
65.0
100.0
48
65.0
100.0
30
100.0
36 90
_G5.0
65.0
100.0
42
65.0
100.0
100.0
30
65.0
36 96
_
65.0
100.0
42
65.0
$ 00.0
30
65.0
100.0
102
36
65.0
100.0
30
65.0
100.0
108
36
65.0
100.0
3/10 HEAT 5TREN'D GLA55
3/16" HEAT 5TREN'D GLA55
0.090' PV15 INTERAYER
0.090" 5ENTRYGlA5 1NTERLAYER
BY'KURARAY AMERICA, INC.
8Y'KURARAY AMERICA, INC.'
' - 3/16" HEAT 5TREN'D GLA55
'D 3/1 G" HEAT 5TRENGLA55
1
r
I
a--L
'10:
GLA55 TYPE 'G I'
GLA55 TYPE'G2'
7/1 G' NOMINAL OVERALL
7/16" NOMINAL OVERALL
I/4" AIR SPACE 3/ 16" HEAT 5TKEN'D GLA55
1/4' AIR SPACE 3/1 G" HEAT 5TREN'D GLA55
I/8" TEMP. GLA55 0.090' PV5 INTERLAYER
I/8' TEMP.
GLA55 0.090" 5ENTRYGLA5 INTERIA
BY'KURARAY AMERICA, INC:
BY'KURARAY AMERICA, INC.'
- L-L
HEAT 5TREND GLA55
3/16"
G" HEAT STREN'D GLA55ALUMINUM
SPACER'3LUMINUM
5PACERE3
mw9;
41-
gGIA55TTYP''GIA'
�z'
G�-'G2A' -�?'
13/16" NOMINAL OVERALL
13/16" NOMINAL OVERALL
NOTE:
GLA55 COMPLIES WITH A5TM E 1
(3 SEC. GU5T5).
Tyo "+I ss•�
J
MIN. TYP. ANCHOR.
• • FOR ANCHOR OPTION
EDGE DIST. SEE SHEET A 14 A2
PC ON RLTE
3000 psi MIN. 1
� r g"A l WOOD BUCK
MIN.
EDGE DIST.
•
• -
AL SI KU CTliN
�
�- \
F!,MLI
13,
4
A DETAIL
\
, /
.2.
DI
B
K i /
4
6
B DETAIL
' 4\
• w �'
12�
,
DI
••
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'72'�
�r
1
8,
IL
•- •
CONCRETE
Pc = 3k54 MIN.
\
i \ '
/
•
: f -..
i
`\..CONCRETE
PC =
3000 psi
,
TYP. ANCHOR.
Y
5 \
_
MIN.MIN •
EQGE DIST. • FOR ANCHOR
OPTION
SEE
D9�.�
EDGE
DIST.
SHEET Al 4 A2
10,
INSULATED LAMINATED GLA55 SHOWN.
CONCRETE SUBSTRATE SHOWN. FOR
GLA55 TYPES ARE INTERCHANGEABLE.
OTHER OPTIONS SEE SHEET A I OR A2.
SEE PAGE G I FOR GLAZING OPTIONS.
TYP. ANCHOR.
FOR ANCHOR OPTION
SEE SHEET A 16 A2
i B OPTION
d"'N DI
a
n�8
6,
21
B LU5H ADAPTOR
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FEBRUARY 20TH. 2016
i
114" MAX
SHIM
- MIN.
BUCK
TYP. ANCHOR.
SEE SHEET A 1
7/8' 1 1 , 7/8' I/W MAX_.
• • F - • - SHIM
j 2 2
8 8 r _ MDvTItt��
M ENT
11 11;
O N
m
o - I Ili
lOZ0
11 81 4, 12 9 '912; ,4;�8 111/ y
1 7/e' j D.L.O. I 17/8"
F.W. \ TYP. ANCHOR.
• • FOR ANCHOR
C DETAIL C OPP. OPTION
D2 D2 \ SEE SHEET ( I
� 1
10, 10
5, '5t�_i.
INSULATED LAMINATED GL 55 SHOWN.
GLA55 TYPES ARE INTERCHANGEABLE.
SEE PAGE G I FOR GLAZING OPTIONS.
C
7
_1 • 718" • • - 1/4' MAX.
SHIM
2
z � `
TYP. ANCHOR. W
SEE SHEET A2 i
z�
APPROVED
U
MULLION AND MULLION 8 -
12 ;4 8 '3i. ANCHORS SEE SEPARATE -a y
APPROVAL
17/8'
C PLUSH ADAPTOR
7, D2 OPTION
1 7/8" 1/4" MAX.
• • • SHIM
2:
TYP. ANCHOR.
SEE SHEET A2
MIN.
EMBEDMENT
'N
4Fw F
•� Koc
y
'12.
T
AD18-01
,p
P 5OF 9
201A
MIN.
EDGE D15T. •
= 3000
TYP. ANCHOR
5EE EI FOR MIN.
SPACING • EDGE DI5T.�
Z �
m
•
�i
viN
TYP. ANCHOR
SEE E I FOR
SPACING
�Ir
QN
•
ANCHOR OPTIONS :
MIN.
•- eDGE D15T. -'
TYPE "A": 1/4" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= 155K51)
1 1/2 " EMBED INTO WOOD (5G=0.55)
.
WOOD BUCK
TYPE TY: 1/4" DIA. 'ELCO' ULTRACON
OR WOOD
1 3/4" EMBED INTO fc=3 K51 MIN. CONCRETE
STRUCTURE
OR THRU IX WOOD BUCK INTO CONCRETE
W/ 1 3/4" EMBEDMENT INTO CONCRETE
1/4" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= 155K51)
1 114" MIN. EMBED INTO HOLLOW BLOCK
1 3/4' MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY)
OR THRU IX WOOD BUCK INTO HOLLOW BLOCK
OR GROUT FILLED BLOCK WITH
1 1/4" MIN. EMBED INTO HOLLOW BLOCK
1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY)
TYPE "C": # 14 5M5 SCREW (Fu=74K51, Fy=57K5[)
INTO 1/8" MIN. THK ALUMINUM MEMBER (GOG3-T5 MIN.)
# 14 TEK5 SCREW (Fu= 120 K51, Fy=92K51)
INTO 115" MIN. THK STEEL.
ANCHOR EDGED DISTANCE:
INTO CONCRETE E MASONRY= 1 1/2" MIN.
INTO WOOD STRUCTURE = I" MIN,
INTO METAL = 3/4"
CONCRETE AT HEAD , 51LL OR JAMB fc'=3000 PSI MIN. UNLE55 SPECIFIED
C-90 HOLLOW /FILLED BLOCK AT JAMB fm'=2000 P51 MIN.
WOOD 5G=0.55 MIN.
TYP. ANCHOR
5EE E 1 FOR
SPACING
"^ 5EE E IFOR
SPACING
z2 a�
-• I
• I
I Tr, M,NL vi
5EE E I FOR
MIN. SPACING
EDGE DI5T. • -
CONCRETE
Pc = 3000 Psi AIN. w X
M
�
� z
w
S
W 0
�'N
z U ry
Z v, '
yi `c
w
TYP. ANCHOR SEE
f
ELEVATION FOR SPACING
-'
• F.W. / • F.W.
FLORIDA APPROVAL MULLION
SEE SEPARATE APPROVAL )) 1'
F5IAL
ANT: 6
ALL JOINTS AND THE FRAME
CONNECTION SEALED WITH 51LICOgE.. No
GLA55 WINDOWS AND DOOR5, MUST SUSTAIN LOA[
IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM
TO THE BUILDING STRUCTURE
�"_
n aFetgiyT.
C 03
S"N915E17
Y 20TH. 2018
MIN.
• EDGE D15T.
WOOD BUCK
OR WOOD
STRUCTURE.
ANCHOR OPHONS :
TYP. ANCHOR
SEE E I FOR
SPACING
•
�t
y N
MIN. •
EDGE D15T.
TYPE "A": 114" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= 155K5[)
1 112 " EMBED INTO WOOD (SG=0.55)
TYPE "B": 1 /4" DIA. 'ELCO' ULTRACON
1 3/4" EMBED INTO fc'=3 K51 MIN. CONCRETE
OR THRU IX WOOD BUCK INTO CONCRETE
W/ 1 3/4" EMBEDMENT INTO CONCRETE
114" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= 155K51)
1 114" MIN. EMBED INTO HOLLOW BLOCK
1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY)
OR THRU IX WOOD BUCK INTO HOLLOW BLOCK
OR GROUT FILLED BLOCK WITH
1 114" MIN. EMBED INTO HOLLOW BLOCK
1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY)
TYPE "C": # 14 5M5 SCREW (Fu=74K51. Fy=57K51)
INTO 1/5' MIN. THK ALUMINUM MEMBER (GOG3-T5 MIN.)
# 14 TEK5 SCREW (Fu= 120 K51, Fy=92K51)
INTO 1/5" MIN, THK STEEL.
ANCHOR EDGED DISTANCE:
INTO CONCRETE $ MASONRY= 1 112" MIN.
INTO WOOD STRUCTURE = I" MIN.
INTO METAL = 3/4"
CONCRETE AT HEAD, SILL OR JAMB fc'=3000 P51 MIN. UNLE55 SPECIFIED
C-90 HOLLOW /FILLED BLOCK AT JAMB fm'=2000 PSI MIN.
WOOD 5G=0.55 MIN.
TYP. ANCHOR
SEE E) FOR
SPACING
�I=
a1N
•
TYP. ANCHOR TYP. ANCHOR
APPROVED SEE E I FOR I SEE E I FOR
AND MULLION SPACING IN. SPACING
5 5EE SEPARATE • EDGED15T. •
II TYP. ANCHOR
!1 SEE EI FOR
• _ _ MIN. • SPACING
EDGE D15T.
SEALANT:
ALL JOINTS AND THE FRAME
CONNECTION SEALED WITH SILICONE.
WOOD 5UCK5 AND METAL STRUCTURE NOT BY MR. No
GLA55 WINDOWS AND DOORS, MU5T SUSTAIN LOADS
IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM _ o
�i
2018
U
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A2
AD18 01
2.848"
in o
O V
• Un
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n
p• 01.1891 1.72 1 "
• I.G74"
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n
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2.78G"
0.134"
BY
co
O,
1 .09G"
1 FRAME HEAD, SILL $ JAMBS 2 PERIMETER COVER 3 FLUSH FRAME ADAPTER 4 GLA55 ST0P
MGR-201 0003-T6 MRG-215 0003-TG MGR-212 G0G3-T0 MGR-209 0003-TG
BILL OF MATERIALS
0.455"
ITEM
PART
DESCRIPTION
MATERIAL
MANUf.
RE MARK5
I
MGR-201
FRAME HEAD
6063-TG
TECNOGLA55
- • �I'
tf1
2
MGR-215
'
6063-TG
r 7ECNOGlA55
� V
3
MGR-212
_
fLUSH ANCHOR A
FLUSH ANCHOR ADAPTOR 1
6063-T6
TECNOGLA55
III`III
4
MGR-209
GLA55 STOP(INSULATEO LAMINATED GLA55)
6063.TG
7ECNOGLA55
p•
5
MGR-210
GLA55 STOP (LAMINATED GLA55)
6063-TS
TECNOGLA55
• I .09G" •
6
I/4' HH TAPCON
A5 REQUIRED
7
-
' 8-- 18 PH PH 55300 L- I' A55Y SCREW
5T/5T
-
8
-
70-16 5M5 PH FH L-1' 55300
5T/5T
-
9
-
BULB GASKET ULTRAPAB E201
VINri
-
GLA55 STOP
10
II
DC975
SETTING BLOCK 311 G' THK % 1/2' %I' SANTOPRENE :
DOW CORNING 795
-
51LICONE
DOW
5
MGR-210 GOG3-TG
12
13
-
-
�1/2'%5/8' SETTING BLOCK UNAINATED GLA55
GL555PACER
SANTOPRENE
ALUMINUM
-
TECNOGLA55
A'
�c'qE :• PARTS
�vo9rrsi'n7"F ��F77oeroene
No ascn .,. rs s�mvr+
FFRRIJARY 20TH. 201A
FRAME E
E201
(8) #10 x 1/2"LG FH SMS S/S
MIG
ui�os s
ZzNoom
q
3u
x mw
ALL CORNERS v 0,a.,'g
/ TO BE WELDED IN 0 o.,.
® (ELECTRODE ER4043) m s
w gU'm
N
TLIJ ALL JOINTS AND THE FRAME
CONNECTION SEALED WITH SILICONE.
PLATE JAI
1/8"x11/4"x a' CIRCULAR OR ANGULAR RECT. OR SQUARE '*=LU
N��* ae•, o... �''�
WINDOW CONECTION WINDOW CORNER
FEBRUARY20TH, 2018