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.SCANNED
BY
s>oTct-welEt COUNTY
FL21844-RI RECEIVED
Revision
2017 AUG 0 8 2018
Approved
sT, wgiq r-wity, vermitun
Assura Windows & Doors
1543 N. Powerline Road
Pompano Beach, FL 33069
(305)887-2646 Ext155
gberos@assurawindows.com
Gerardo Beros
gberos@assurawindows.com
Windows
Mullions
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O Evaluation Report - Hardcopy Received
Florida Engineer or Architect Na' a who developed Javad Ahmad
the Evaluation Report
Florida License PE-70592
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract E iration Date 12/31/2018
Validated By Jesus Gonzalez, P.E.
O Validation Checklist - Hardcopy Received
Certificate of Independence FL21844 R1 COI SS -Series Aluminum Tube Mullion (LMI)-CI 2017.g_df
Referenced Standard and ear (of Standard) Standard
Year
TAS 201
1994
TAS 202
1994
TAS 203
1994
Equivalence of Product Standards
Certified By
Sections from the Code File COPY
http://www.floridabuilding.crg/pr/pr app_dtl.gspx?param=wGEVXQwtDqufj9QzTtBYQsDt6D53gcajQ%2bvEZDtyOQuvpO9bRzxx2A%3d%3d 1/2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Florid Building Code Online
Method 1 Option D
01/23/2018
01/27/2018
01/30/2018
04/10/2018
21844.1 Series Aluminum Tube Mullion Large missile impact resistant aluminum tube mullion.
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL21844 R1 II SS -Series Aluminum Tube Mullion (LMI)-2017
Approved for use outside HVHZ: Yes DWG M15-07.pdf
Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592
Design Pressure: +140/-140 Created by Independent Third Party: Yes
Other: See drawing MIS-07 for span vs to d combinations Evaluation Reports
and installation details. FL21844 R1 AE SS -Series Aluminum Tube Mullion (LJN I)-PAE
2017.pdf
Created by Independent Third Party: Yes
Back Ne
Contact ,Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer Copyright 2007-2013 State of Florida.:: Privacy atatement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the offife by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
please click here .
Product Approval Accepts:
®®® Rhx
;Credit Card
Safe
http://www.floridabuilding.org/p
qufj9QzTt6YQsDt6D53gcajQ%2bvEZDtyOQuvpO9bRzxx2A%3d%3d 2/2
t
10 1 /4"
6" .MAX. AT HEAD
FALSE MUNTINS
6" MAX.
HEAD A
CORNERS 4
(SURFACE APPLIED)
MAY BE USED
HEAD
CORNERS
'
•
II II
II II
II II
(3) ANCHORS
II II
AT MTG. STILE ENDS
a a
r O 7y=--=_---
AT 3-3/4" O.C.
iv a
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-
N � II II
M o b
fV J
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o
II II
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-
WINDOWS WITHOUT
SILL ANCHORS
SEE SHEET 3
- ---... -....._...7._............ ----....._ .._.-......-......._..._...--.....—......._.._.. rvrc
SERIES-1700 IMPACT VIEW
ALUMINUM SINGLE HUNG WINDOW
DESIGN —LOAD —RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SH I .
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF S.H./S.H. OR SINGLE HUNG WITH OTHER F.B.C. APPROVED
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 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY 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.
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.
LABELING TO COMPLY WITH SECTION 1709.9.2.
z 6". MAX:' ..... .
47 1 /4" �. ' o SILL
CORNERS
D.L. OPG.
WINDOWS WITH
50 1/8";,::_...:.-_......_......,...._. SILL ANCHORS
.......,...,__....__......__......................................._....._.....;...... _.....::......::._:._,:�.......--..:.:.;......,...................
VENT WIDTH FOR CAPACITIES
' 53 1/8"
TYPICAL . ELEVATIONS
I II II
II II
II II
II II
II / II
l l
II
11 B II
II
II 4 II
II ��
MAX.
SILL
47 1/4"
50 1/8"
ENT WIDTH
53 1/8"
10 1/4-
FALSE MUNTINS
(SURFACE APPLIED)
MAY BE USED
^� 3
J
� Z
O °'
N
- (3) ANCHORS
AT MTG. STILE
N 4
r L
` M U
ENDS
�AT 3-3/4" O.C.
N
O N
- - -----------
RECEIVED� _---
AUG 0 8 G 018 -
ST. Lucie: County, Pcrmjtting
Otvn
�g Wrl
E
oo_ocp
If
0NeN
a1n
W
LL
AC
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
BY
ST LUCIE COUNT
A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND
INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION
PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
ON THIS DOCUMENT.
B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF
ALTERED BY ANY MEANS.
C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.)
FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED
ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE
SPECIFIC DRAWINGS FOR REVIEW.
D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF
THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT.
FL #2'1857
AND. AN,,�j'�•\
N®.70592
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drawing
9 no.
W17- i i
of
3/16" ANN. GLASS
3/16" HEAT STREN'D GLASS
3/16" HEAT STREN'D GLASS
090" Interlayer
.090" Interlayer
.090" Interlayer
Saflex Clear And Color Glass
Saflex Clear And Color Glass
Trosifol PVB
By 'Eastman Chemical Co.'
By 'Eastman Chemical Co.'
By 'kuraray America, Inc.'
3/16" ANN. GLASS
3/16" HEAT STREN'D GLASS
3/16" HEAT STREN'D GLASS
o:
BULB VINYL
a_W
BULB VINYL
BULB VINYL
W
YH-622
YH-622
� W
YH-622
z °°
SILICONE
z m
SILICONE
z 0°
SILICONE
N
DOW CORNING 1199
GE 2800
N
_
DOW CORNING 1199
GE 2$00
rn
DOW CORNING 1199
GE 2800
100
it II SCHNEE MOREHEAD 5731
I! II SCHNEE MOREHEAD 5731
to
jl II SCHNEE MOREHEAD 5731
:i j
j �i
Ij
n
Ij Ij
cc
Ii fj
jj jj
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Ij Ij
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Of....
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........... ................. ............. ................. ..................
LITES
... W..... .._...................
__ ..._._................_...__........._..................... _..._........ .............................
AT 1/4 POINTS ON LITES
...... .....W........... ............
�'
.. ....... --........................................ ....... ......... ........................................................................
AT 1/4 POINTS ON LITES
W
AT 1/4 POINTS ON
22
22
22
WIDER THAN 36" ONLY
WIDER THAN 36" ONLY
WIDER THAN 36" ONLY
GLASS TYPE 'A'
GLASS TYPE V
GLASS TYPE V
1/8" TEMP. GLASS
DURASEAL SPACER
BY 'QUANEX'
a
Lu
z
rn
�0
n
0
w
1 /4" AIR SPACE 1/4-.AIR SPACE
1/8" HEAT STREN'D GLASS 1/8" ANN. GLASS
1/8" ANN. GLASS
.090" Interlayer .090" Interlayer
Saflex Clear And Color Glass A v�-Saflex Clear Aral Color Glass
By�.'Eastmon-.Chemical--.Co.'-.-,-. "` "' '
1/8" HEAT STREN'D GLASS
BULB VINYL
YH-622
SILICON
DOW CORNING T99—
GE 2800
DOW CORNING 995
22 AT 1/4 POINTS
ALL SIZES
GLASS TYPE `E'
BY 'QUANEX'
1/8" ANN. GLASS
BULB VINYL
H-622
z °�
ILICONE
kOW.CORNING1199
E 2800
00
OW CORNING-995-
o
W
22 AT 1/4 POINTS
ALL SIZES
GLASS TYPE Y
GLAZING OPTIONS
(S.M.I. )
EXTERIOR PLY OF GLASS TYPE 'F' MUST BE TEMPERED TO
QUALIFY FOR SMALL MISSILE IMPACT RATING.
Z �mi
O
F 0)Z M N
f`51 � N a.
O ON�M U
IL
O�iNti
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Q W � U. {�
N. ZN_ 0
8 to
Q W 0m1 FW-
3:
Z
cD
NFoef.))70
_._........................... .................. ............
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• INo.70592
�0 s
FL #21857 ''f;8nA ;
� fV d
Cr
O \ ~
Umv r
drawing no.
W17-11
sheet 2 of 6
EQUAL LITES WINDOWS
DESIGN LOAD CAPACITY - PSF
GLASS TYPES
GLASS TYPE
WINDOW DIMS. W. 'C', 'D'
OR ,E,
F
HEIGHT EXT•(+)
1 M'(-) EXT
WIDTH
19-1 /8"
90.6
140.0
75.0 1
75.0
26-1/2"
90.0
140.0
75.0
75.0
90.0
t40.0
75.0
75.0
32"
26" 90.0
140.0
75.0
75.0
37"
(4) 90.0
140.0
75.0
75.0
42"
75.0
75.0
48"140.0
53-1/8"
90.0
134.9
75.0
75:0
19-1/8"
90.0 .
140.0
75.0
75.0
26-1/2"
90.0
140.0
75.0
75.0
90.0
1.40.0
75.0
75.0
32"
37"
38-3/8" 90.0
140.0
75.0
75.0
42"
(5) 90.0
140.0
75.0
75.0
90.0
126.5
75.0
75.0
48"
53-1/8"
90.0
114.3
75.0
75.0
19-1 /8"
90.0 -
140.0
75.0
75.0
26-1 /2"
90.0
140.0
75.0
75.0
90.0
140.0
75.0
75.0
32"
50-5/8" 90.0
140.0
75.0
75.0
37"
(7) 90.0
140.0
75.0
75.0
42"
90.0.
129.1
75.0
75.0
48"
53-1/8"
90.0
112.7
19-1/8"
90.0
140.0
75.0
75.0
26-1/2"
90.0
140.0
75.0
75.0
32" ....
--..,. _....._.....
63"90.0
140.0
75.0
75.0
37"
(9) 90.0
139.7
75.0
75.0
42"
90.0
113.7
75.0
75.0
48"
_ 8"
90.0
98.1
75.0
75.0
19-1/8"
90.0-1-40:0
-75.0
75.0
26-1/2"
90.0
140.0
75.0
75.0
32"
90.0
140.0
75.0
75.0
74-1/4" 90.0
140.0
75.0
75.0
37"
(9) 90.0
132.7
75.0
75.0
2"
4"
' 90.0
105.7
75.0
75.0
42
53-1/8"
90.0
90.0
75.0
75.0
*
NO. IN PARENTHESIS INDICATE
NO. OF ANCHORS
PER JAMB.
UNEQUAL LITES WINDOWS
DESIGN LOAD CAPACITY - PSF
GLASS TYPES
GLASS TYPE
WINDOW
DIMS. 'A', 'C', `D'
OR 'E'
'F'
WIDTH
HEIGHT EXT.(+)
1
EXT.(+)
1 NT.(-)
19-1/8"
90.0
140.0
75.0
75.0
26-1/2"
90.0
140.0
75.0
75.0
32'
96.0
146.0
75.0
75.0
50-5/8" 90.0
140.0
75.0
75.0
37"
(7) 90.0
140.0
75.0
75.0
42"
90.0
131.8
75.0
75.0
48"
53-1/8"
90.0
1148
75.0
75.0
19-1/8"
90.0
140.0
75.0
75.0
26-1/2"
90.0
140.0
75.0
75.0
32"
63" 90.0
140.0
75.0
75.0
37"
(9) 90.0
140.0
76.0
75.0
42"
90.0
140.0
75.0
75.0
19-1/8"
90.0
140.0
75.0
75.0
26-1 /2"
74=1/4" 90.0
140.0.
75.0
75.0
32"
(9) 90.0
140.0
75.0
75.0
*
NO. IN PARENTHESIS
INDICATE
NO. OF ANCHORS PER JAMB.
WINDOWS WITHOUT
SILL ANCHORS
�• z_
2 = wz
O,•
T o¢
EQUAL LITES WINDOWS
DESIGN LOAD CAPACITY - PSF
GLASS TYPES GLASS .TYPE
' ' ' OR 'E' 'F,
WINDOW DIMS.
A , C ,
D
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
1NT.(-)
90.0
140.0
75.0
75.0
26-1/2"
90.0
140.0
75.0
75.0
32"
90.0
140.0
75.0
75.0
37"
26"
90.0
140.0
75.0
75.0
2"
42"'
(4)
90.0
140.0
75.0
75.0
90.0
140.0
75.0
75.0
53-1 /8"
90.0
140.0
75.0
75.0
1 9-1/8"
1-1/2"
00.0
140.0
75.0
75.0
90.0
140.0
75.0
75.0
32
90.0
140.0
75.0
75.0
37"
38-3/8"
90.0
140.0.
75.6
75.0
42"
(5)
90.0
140.0
75.0
75.0
48"
..........
90.0
140.0
75.0
75.0
53-1/8"
90.0.
138.3 -
75.0
75.0
19-1 /8"
90.0
140.0
75.0
75.0
26-1/2"
90.0
140.0
75.0
75.0
32"
90.0
140.0
75.0
75.0
50-5/8"
90.0
140.0
75.0
75.0
37"
(7)
90.0
140.0
75.0
75.0
42"
48"
90.0
129.1
75.0
. 75.0
53-1/8"
90.0
112.7
7 5. 0
75.0
19-1 /8"
90.0
140.0
75.0
j 75.0
26-1/2"
90.0
140.0
75.0
75.0
UNEQUAL LITES WINDOWS
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
GLASS TYPES
'A', 'C', 'D', OR 'E'
GLASS TYPE
'F'
WIDTH
HEIGHT
EXT.(+)
1 NT.(-)
EXT.(+)
1 NT.(-)
19-1/8"
26-1/2"
32"
37'?.
42"
48"
53-1/8"
((7) 50
7)
90.0
140.0
75.0
76.0
75.0
90.0
140.0
75.0
90.0
140.0
75.0
75.0
90.0
140.0
75.0
75.0
90.6
140.0
75.0
75.0
75.0
75.0
90.0
131.8
75.0
90.0
114.8
75.0
19-1/8"
26-1/2"
32"
37"
42"
63"
(9)
90.0
140.0
75.0
75.0
90.0
140.0
75.0
75.0
75.0
90.0
140.0
75.0
90.0
140.0
75.0
75.0
90.0
140.0
75.0
75.0
19-1/8°
26-1/2"
32"
74-1/4"
(9)
90.0
140.0
75.0
75.0
90.0
140.0
75.0
75.0
90.0
140.0
75.0
E75.0
37"
63" 90.0
140.0
75.0
75.0
42"
(9) 90.0
139.7
75.0
75.0
48"
90.0
113.7
75.0
75.0
53-1/8"
90.0
98.1
75.0
75.0
19-1/8"
90.0
140.0
75.0
75.0
26-1/2"
90.0
140.0
75.0
75.0
32"
90.0
140.0
75.0
75.0
37"
74=1f " -90.0-
--
140.0-
75.0
75.0
42"
(9) 90.0
132.7
75.0
75.0.
48"
90.0
105.7
75.0
75.0
53-1/8"
90.0
90.0
75.0
75.0
*
NO. IN PARENTHESIS INDICATE
NO. OF ANCHORS
PER JAMB.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED OON RIDASTIVI E1300-09 (3 SEC. BUILDING COMMISSIONGUSTS)
AND
DECLARATORY STATEMENT DCA05-DEC-219
3
* NO. IN PAKLN I HtJIJ ANUII:/il r-
NO. OF ANCHORS PER JAMB.
WINDOWS WITH
SILL ANCHORS
No. 70592
i
Ps OF
FL #21857 ii�r, Math
1111111��
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Q W OM1 F-
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C Fa-
ti •per`
ai
v
drawing no.
W17-11
sheet 3 of 6
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1 BY. OR 2BY ��•
a. WOOD BUCK:
'd4 d• L V. d.
-EDGE DIST.*.'
d a °
�A d'
;II
f
JLIL {LLL:Y.
FOR SPACING.
METAL
STRUCTURE
EDGE
DIST.
i� _n
41/� PICAL ANCHORSTY
SEE ELEV.
FOR
SPACING
14nrl
F.B.C. APPROVED
MULLION & MULLION ANCHORS
Z cy h
3
SEE SEPARATE APPROVAL •
0 ��, 9
zz
EDGE DIST.
cq
Q N
0-
..
0 O
ZE
U
%1
0pcy
g. 0
O�jy�
VoWvi
aM a
TYPICAL ANCHORS
O CL in G Vol
SEE ELEV.
0 .4
FOR SPACING
Q W ? _
................................................................... ............
N
Nuj O
V'?p� al
TYPICAL ANCHORS: SEE ELEV. FOR SPACING c� ro Q
..........
aWMV)��
-1 /4" DIA. ULTRACON BY 'E CO' (FU=177 KSI, Fy=155 KSI)
INTO WOOD STRUCTURES 3
2" MIN. PENETRATION. INTO WOOD (HEAD/SILL/JAMBS)
SEALANTS: THRU 1 BY OR 2BY BUCKS INTO CONC. OR BLOCKS
FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) J
SEALED WITH WHITE/ALUMINUM COLORED. SEALANT. 1-1/2" MIN. EMBED INTO FILLED BLOCKS (JAMBS
WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM.
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
WEEPHOLES:
W1 = 1/2" WEEP NOTCH AT EACH END
W2_.:_=_...3./4,,....WEEP-NOTCH,"'AT`-EACH:.....END_._-._.._...:......:...._:.:,:_.::._....:.....:..........:......._...
o'
z REINFORCING REQD.
3 AT GLASS TYPES
wi
mb"100 RMEM--a-mill
Iqa °
L' I ° d a.
.o I. I • ' EDOE DIST.
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TYPICAL ANCHORS AT SILL
FUSE WHEN REQUIRED
SEE SHEET 3 FOR CAPACITIES
SEE ELEV. FOR SPACING
z
120
DIRECTLY INTO CONCRETE OR BLOCKS
c> °o
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1 /2." . MIN. EMBED INTO FILLED BLOCKS (JAMBS)
If � � M
....S CRS)........_
1 /4 DIA TEKS OR SELF DRI 1 w� SI^RFWS (GRADE
:.o.�.e...�u:�:..........
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INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
m t �
(3.) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
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ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.)
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STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
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0.2
SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
"
.
INTO F.B.C. APPROVED MULLIONS
r,r�
kO) inrcrAuz)—Wty—►J--I_XI.> NiZBEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) (NO SH r
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
-TYPICAL 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 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.
AND „AA
NO.70592 N a
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` drawing no.
ORION
FL #21857 �''�;�D .....
��//11111���� sheet 4of R
.......................
... .... F.B.C... ................ ANCHOR
METAL
APPROVED MULLION
STRUCTURE _ & MULLION ANCHORS SEE ELEV. FOR SPACING
1 /4" MAX.
—__ \LOAD -)
EA
MRING
N
TYPICAL ANUnwn�
SEE ELEV. FOR SPACING
TYPICAL
F(
YE-1707
Ai
Y
YE-1710
YH-715
YF-62
YH-622...
YH-6009
YF-10
REQD. DESCRIPTION
MATERIAL
MANF•/SUPPLIER/R1K
1 FRAME HEAD
6063-T6
-
-
-
-
1 FRAME SILL
2 FRAME JAMB .
1 FIXED MTG. RAIL
1 VENT TOP RAIL
6063-T6
6063-T6
6063-15
6063-T5
1 VENT BOTTOM RAIL
6063-T5
-
2 VENT SIDE RAIL
AS RQD. GLAZING BEAD (LAM. GLASS)
AS RQD. GLAZING BEAD (INSUL. LAM. GLASS)
2 REINFORCING BARS,, FULL LENGTH
6063-T5
6063-T5
6063-T5
STEEL.
-
-
1/4" X 1"
2/VENT VENT LATCH ® 9" FROM ENDS
6063-T5
-
2 LATCH SPRING
-
2/ VENT CojA LOCK ® 9" FROM EACH END
-
-
2/ LATCH CAM LOCK SCREWS
"AS"�REQD: BULB 'PILE'W'STRIPPING'
AS REQD. FIN SEAL W'STRIPPING
AS REQD. FRAME/VENT ASSEMBLY SCREWS
AS REQD. FIX. MTG• RAIL ASSEMBLY SCREWS
4 VENT GUIDE ,
1 / GUIDE GUIDE SCREWS
2/VENT 'ULTRALIFT' SPIRAL- BALANCE
1 BALANCE FASTENER
2 OPEN CELL FOAM 1/2" X 1-1/2")
_r.a. of nCKS
-
#8 X 5/8" OH SMS
= '"'
-
-
SUCLIVAN 8e SUCLIVAN
ULTRAFAB
#8 X 1" P.H. SMS
-
RIGID PVC
-
- ,
_
-
.EPDM
#10 X 1" P.H. SMS
2 AT EACH JAMB RAIL
#6 X 1/2" FH SMS
CALDWELL
#6 x 1" PH SMS
YALE
DUROM.ETER 80±6 SHORE A
T/4" MAX.
ICHORS
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EN c3l
o®•' _ OP •� drawing no.
FL #21857 //111II1111 sheet Sof 6