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FL #FL26351
Application Type New
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Mr Glass Doors & Windows Inc.
Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com
Authorized Signature Yiping Wang mcy@mcyengineering.com
Technical Representative Augusto Arias
Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305) 470-8284 aarias@mrglasswindows.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the
Evaluation Report
Yiping Wang
Florida License PE-55983
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 08/27/2025
Validated By Sifu Zhou, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL26351_R0_COI_Certificate of Independence SS.pdf
Referenced Standard and Year (of Standard)Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/14/2018
Date Validated 02/26/2018
Date Pending FBC Approval 02/26/2018
Date Approved 04/10/2018
Summary of Products
FL # Model, Number or Name Description
26351.1 Series MRG-400 Fixed Window - LMI Series MRG-400 Fixed Window - Large Missile Impact
Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +52/-100 Other:
Installation Instructions FL26351_R0_II_MRG-400 FA DRWS 02.20 SS.pdf Verified By: Yiping Wang FL#55983 Created by Independent Third Party: Yes Evaluation Reports FL26351_R0_AE_Evaluation Report SS.pdf Created by Independent Third Party: Yes
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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 Statement :: 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 office 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:
MCY ENGINEERING, INC.
GLAZING CONSULTANT
8501 SW 124th Ave. Ste. 205A
Miami, FL. 33183
P: 305 271-0117
F: 305 279-6818
1
PRODUCT APPROVAL EVALUATION REPORT
Scope: This product has been evaluated by the below-signed Florida Professional Engineer for compliance with
the Code noted herein and is, for the purpose intended, at least equivalent to that required by the Code, in
accordance with section 553.842 F.S. & chapter 61G20-3.005 F.A.C. Re-evaluation of this product shall be
required following applicable Code modifications or revisions.
Code: 6th Edition Florida Building Code (2017), inclusive of all Supplements effective as of this report
date.
Compliance Method: 61G20-3.005 (1)(d) – Evaluation Report from a licensed Professional Engineer
Product Description: Product Approval Drawing #AD18-01, prepared by MCY Engineering, Inc., signed and
sealed by Yiping Wang, P.E., is an integral part of this Evaluation Report.
Limitations & Conditions of Use:
This product has been evaluated for use inside and outside of the HVHZ (High Velocity
Hurricane Zone)
Impact Resistance: Large Missile Impact
Refer to Product Approval Drawing noted above for:
o Maximum allowable wind loads at related maximum allowable size(s).
o Other load limitations applicable to the product, if any.
o Overall dimensions and material/grade of main product components, accessories, etc.
o Illustrated diagrams of the attachment of the product to the structure.
o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations.
Product Manufacturer:
Mr. Glass Doors and Windows
8120 NW 84TH ST
Miami, FL 33166
Product Name/Model & Description:
Series MRG-400 Fixed Window
Fixed Window – large missile impact
FEBRUARY 9TH, 2018
MCY ENGINEERING, INC.
GLAZING CONSULTANT
8501 SW 124th Ave. Ste. 205A
Miami, FL. 33183
P: 305 271-0117
F: 305 279-6818
2
Test Reports:
Mandatory Tests (Tested in accordance with AAMA 501)
Test Lab Report Number Test Report Date Test Standard & Description
Fenestration Testing
Lab. – Medley, FL
FTL-9147, signed
and sealed by
Idalmis Ortega, PE,
FL #76905
01/24/2017 TAS 201 (large missile impact)
TAS 202 (uniform static test)
TAS 203 (cyclic wind pressure loading)
ASTM E283 (air infiltration test)
ASTM E331 (water infiltration test)
Engineering Analysis: The following engineering analyses and/or calculations have been performed:
No comparative analysis has been performed for conditions other than those tested.
No rational analysis has been performed.
Anchor calculations are based on manufacturer’s published anchor capacity, anchor Notice of
Acceptance by Miami Dade County.
FEBRUARY 9TH, 2018
MCY ENGINEERING, INC.
GLAZING CONSULTANT
8501 SW 124th Ave. Ste. 205A
Miami, FL. 33183
P: 305 271-0117
F: 305 279-6818
February 9, 2018
Product Approval Administrator
Codes & Standards Section
Florida Department of Business and Professional Regulation
2601 Blair Stone Road
Tallahassee, FL 32399
Ref: Series MRG-400 Fixed Window – L.M.I.
Certificate of Independence
Dear Sirs,
As the structural design engineer retained by Mr. Glass Doors and Windows on the
product referenced above, I do hereby declare that I do not have and will not have any
financial interest in any company manufacturing or distributing the above referenced
product, nor do I have or will have any financial interest with any other entity involved in
the approval process of the product and also that my company is not owned, operated,
or controlled by Mr. Glass Doors and Windows in any way.
Sincerely,
Yiping Wang, P.E.
President
FEBRUARY 20TH, 2018
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02/06/18
AS SHOWN
Bin
FL #26351
INSTRUCTIONS:
USE CHARTS AS FOLLOWS.
STEP 1: DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND
VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7-10
STANDARD BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT.
STEP 2: SEE SHEET G1 FOR GLASS OPTIONS AND CHART FOR APPROVED
LOAD OF DESIRED FRAME SIZE WITH GLASS OPTIONS.
STEP 3: APPROVED ANCHOR OPTIONS SHEETS A1 & A2.
ANCHOR SPACING SEE SHEET E1.
STEP 4: THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL
APPLY TO ENTIRE SYSTEM.
LIMITATIONS OF USE
THIS PRODUCT EVALUATION DOCUMENT
(P.E.D.) PREPARED BY THIS ENGINEER IS
GENERIC AND DOES NOT PROVIDE
INFORMATION FOR A SITE SPECIFIC
PROJECT i.e .WHERE THE SITE
CONDITIONS DEVIATE FROM THE P.E.D.
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.
THIS PRODUCT EVALUATION DOCUMENT
WILL BE CONSIDERED INVALID IF ALTERED
BY ANY MEANS.
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
THIS P.E.D .SHALL BEAR THE DATE AND
ORIGINAL SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER OF RECORD
THAT PREPARED IT.
GENERAL NOTES:
- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF
THE 6TH EDITION FLORIDA BUILDING CODE (2017) INCLUDING HIGH VELOCITY HURRICANE ZONE
(HVHZ).
- WINDOWS RATED FOR LARGE MISSILE IMPACT. IMPACT SHUTTERS ARE NOT REQUIRED.
- THESE WINDOWS ARE APPROVED FOR AIR AND WATER INFILTRATION.
- ANCHORS SHALL BE AS 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, STEEL/METAL SCREWS THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 6TH
EDITION FLORIDA BUILDING CODE (2017) SECTION AS APPLICABLE.
- METAL STRUCTURES NOT BY MR. GLASS DOOR & WINDOWS, INK. TO BE DESIGNED TO
SUPPORT THE LOADS IMPOSED BY THIS GLAZING SYSTEM AND TO TRANSFER SUCH LOADS TO
THE BUILDING MAIN STRUCTURE.
- ULTIMATE LOAD OBTAINED FROM ASCE 7-10, MULTIPLIED BY 0.6 SHALL BE LESS THAN OR
EQUAL TO THE MAX. DESIGN LOAD IN THIS DOCUMENT. THE DESIGN LOADS SHOWN IN THIS
DOCUMENT ARE ALLOWABLE DESIGN LOADS.
MR. GLASS DOORS AND WINDOWS, INC.
SERIES MRG-400 FIXED WINDOW
LARGE & SMALL MISSILE IMPACT
D.L.O. - DAYLITE OPENING
F.H. - FRAME HEIGHT
F.W. - FRAME WIDTH
W/ - WITH
W/O - WITHOUT
O.C. - ON CENTER
SECTION NUMBER
SHEET NUMBER
DRAWINGS INDEX
SHEET TITLE CONTENT REV.DATE
01 COVER GENERAL NOTES AND INSTRUCTIONS
02 E1 WINDOW ELEVATION
03 G1 GLASS CAPACITY CHARTS
04 D1 WINDOW DETAILS
05 A1 ANCHOR OPTIONS
06 A2 ANCHOR OPTIONS
07 BOM BILL OF MATERIALS
08 ISO ASSEMBLE DRAWINGS
FEBRUARY 20TH, 2018
6"
14
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AS SHOWN
Bin
FL #26351
1 7/8" 44 1/4"
D.L.O.W.
48"
FRAME WIDTH
1 7/8"
1
7
/
8
"
80
1
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D.
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84
"
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14"
MAX.
FIXED WINDOW ELEVATION
FR
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FRAME
WIDTH
FR
A
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FRAME
WIDTH
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN
ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING
PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS
SHOWN IN DOTTED LINES AND OBTAIN ALLOWABLE LOADS
FROM THOSE SHAPES.
WIDTH OR LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
OPP.
FR
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FRAME
WIDTH
FRAME
WIDTH
FR
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WIDTH
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FRAME
WIDTH
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WIDTH
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WIDTH
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6"
9"
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5
P
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F
14"
MAX.
6"
FALSE MUNTINS
(SURFACE APPLIED)
MAY BE USED
(TEST SIZE SHOWN)
FEBRUARY 20TH, 2018
NOTE:
GLASS COMPLIES WITH ASTM E1300-09
(3 SEC. GUSTS).
RE
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02/06/18
AS SHOWN
Bin
FL #26351
GLASS TYPE 'G1'
7/16" NOMINAL OVERALL
3/16" HEAT STREN'D GLASS
0.090" PVB INTERLAYER
BY 'KURARAY AMERICA, INC.'
3/16" HEAT STREN'D GLASS
11
/
1
6
"
GL
A
S
S
B
I
T
E
GLASS TYPE 'G1A'
13/16" NOMINAL OVERALL
1/4" AIR SPACE
1/8" TEMP. GLASS
3/16" HEAT STREN'D GLASS
3/16" HEAT STREN'D GLASS
0.090" PVB INTERLAYER
BY 'KURARAY AMERICA, INC.'
11
/
1
6
"
GL
A
S
S
B
I
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E
DESIGN LOAD CAPACITY - PSF
(GLASS)
FRAME SIZES GLASS TYPES
WIDTH HEIGHT G1 & G1A G2 & G2A
(IN) (IN)+/- PSF +/- PSF
19 1/8
26
65.O 100.0
26 1/2 65.O 100.0
37 65.O 100.0
53 1/8 65.O 100.0
19 1/8
38 3/8
65.O 100.0
26 1/2 65.O 100.0
37 65.O 100.0
53 1/8 65.O 100.0
19 1/8
50 5/8
65.O 100.0
26 1/2 65.O 100.0
37 65.O 100.0
53 1/8 62.0 95.0
19 1/8
63
65.O 100.0
26 1/2 65.O 100.0
37 65.O 100.0
53 1/8 59.0 90.0
19 1/8
76
65.O 100.0
26 1/2 65.O 100.0
37 65.O 100.0
DESIGN LOAD CAPACITY - PSF
(GLASS)
FRAME SIZES GLASS TYPES
FRAME
WIDTH
FRAME
HEIGHT G1& G1A G2 & G2A
(IN) (IN)+/- PSF +/- PSF
30
54
65.0 100.0
36 65.0 100.0
42 65.0 100.0
48 65.0 100.0
54 58.0 89.0
60 58.0 89.0
30
60
65.0 100.0
36 65.0 100.0
42 65.0 100.0
48 65.0 100.0
54 58.0 89.0
60 52.0 80.0
30
66
65.0 100.0
36 65.0 100.0
42 65.0 100.0
48 65.0 100.0
54 58.0 89.0
60 52.0 80.0
72
65.0 100.0
36 65.0 100.0
42 65.0 100.0
48 65.0 100.0
54 58.0 89.0
30
78
65.0 100.0
36 65.0 100.0
42 65.0 100.0
48 65.0 100.0
30
84
65.0 100.0
36 65.0 100.0
42 65.0 100.0
48 65.0 100.0
30
90
65.0 100.0
36 65.0 100.0
42 65.0 100.0
30
96
65.0 100.0
36 65.0 100.0
42 65.0 100.0
30 102 65.0 100.0
36 65.0 100.0
30 108 65.0 100.0
36 65.0 100.0
30 114 65.0 100.0
GLASS TYPE 'G2'
7/16" NOMINAL OVERALL
3/16" HEAT STREN'D GLASS
0.090" SENTRYGLAS INTERLAYER
BY 'KURARAY AMERICA, INC.'
3/16" HEAT STREN'D GLASS
11
/
1
6
"
GL
A
S
S
B
I
T
E
GLASS TYPE 'G2A'
13/16" NOMINAL OVERALL
1/4" AIR SPACE
1/8" TEMP. GLASS
3/16" HEAT STREN'D GLASS
3/16" HEAT STREN'D GLASS
0.090" SENTRYGLAS INTERLAYER
BY 'KURARAY AMERICA, INC.'
11
/
1
6
"
GL
A
S
S
B
I
T
E
ALUMINUM SPACER ALUMINUM SPACER
FEBRUARY 20TH, 2018
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9
.
6
8
1
8
P:
3
0
5
.
2
7
1
.
0
1
1
7
PROJECT
SCALE
DRAWN
DATE
S
E
R
I
E
S
M
R
G
-
4
0
0
F
I
X
E
D
W
I
N
D
O
W
(
L
.
M
.
I
.
)
M
R
.
G
L
A
S
S
D
O
O
R
S
A
N
D
W
I
N
D
O
W
S
,
I
N
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T
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L
?
?
?
F
A
X
?
?
?
81
2
0
N
W
8
4
T
H
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
3
3
1
6
6
02/06/18
AS SHOWN
Bin
FL #26351
1
7
/
8
"
7/
8
"
1/
4
"
M
A
X
.
SH
I
M
M
I
N
.
EM
B
E
D
M
E
N
T
MIN.
EDGE DIST.
D.
L
.
O
.
1
7
/
8
"
7/
8
"
1/
4
"
M
A
X
.
SH
I
M
M
I
N
.
EM
B
E
D
M
E
N
T
MIN.
EDGE DIST.
CONCRETE
f'c = 3000 psi MIN.
DETAIL
D1
A
1
7
/
8
"
1
3
/
8
"
1/
4
"
M
A
X
.
SH
I
M
M
I
N
.
EM
B
E
D
M
E
N
T
MIN.
EDGE DIST.
CONCRETE
f'c = 3000 psi MIN.
DETAIL
D1
B
FLUSH ADAPTOR
OPTIOND1
B
EX
T
E
R
I
O
R
E
X
T
E
R
I
O
R
EX
T
E
R
I
O
R
INSULATED LAMINATED GLASS SHOWN.
GLASS TYPES ARE INTERCHANGEABLE.
SEE PAGE G1 FOR GLAZING OPTIONS.
F.
H
.
TYP. ANCHOR.
FOR ANCHOR OPTION
SEE SHEET A1& A2
TYP. ANCHOR.
FOR ANCHOR OPTION SEE
SHEET A1& A2
CONCRETE SUBSTRATE SHOWN. FOR
OTHER OPTIONS SEE SHEET A1OR A2.
CONCRETE
f'c = 3ksi MIN.
WOOD BUCK OPTION
D1
B
1/
4
"
M
A
X
.
SH
I
M
METAL STRUCTURE
D.
L
.
O
.
1
7
/
8
"
7/
8
"
EX
T
E
R
I
O
R
F.
H
.
MIN.
EDGE DIST.
TYP. ANCHOR.
FOR ANCHOR OPTION
SEE SHEET A1& A2
FEBRUARY 20TH, 2018
D.L.O.1 7/8"
7/8"1/4" MAX.
SHIM
MIN.
EMBEDMENT
MI
N
.
ED
G
E
D
I
S
T
.
DETAIL
D2
C
F.W.
1 7/8"
7/8"1/4" MAX.
SHIM
MIN.
EMBEDMENT
MI
N
.
ED
G
E
D
I
S
T
.
OPP.
D2
C
TYP. ANCHOR.
SEE SHEET A1
TYP. ANCHOR.
FOR ANCHOR
OPTION
SEE SHEET A1
CO
N
C
R
E
T
E
OR
B
L
O
C
K
WOOD BUCK
RE
V
I
S
I
O
N
S
AD18-01
DRAWING NO.
NO
.
D
A
T
E
D
E
S
C
R
I
P
T
I
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N
M
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o
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L
A
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I
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G
C
O
N
S
U
L
T
A
N
T
S
M
C
Y
85
0
1
S
W
1
2
4
A
v
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S
t
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.
2
0
5
A
MI
A
M
I
,
F
L
.
3
3
1
8
3
F:
3
0
5
.
2
7
9
.
6
8
1
8
P:
3
0
5
.
2
7
1
.
0
1
1
7
PROJECT
SCALE
DRAWN
DATE
S
E
R
I
E
S
M
R
G
-
4
0
0
F
I
X
E
D
W
I
N
D
O
W
(
L
.
M
.
I
.
)
M
R
.
G
L
A
S
S
D
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S
A
N
D
W
I
N
D
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W
S
,
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F
A
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?
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?
81
2
0
N
W
8
4
T
H
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
3
3
1
6
6
02/06/18
AS SHOWN
Bin
FL #26351
INSULATED LAMINATED GLASS SHOWN.
GLASS TYPES ARE INTERCHANGEABLE.
SEE PAGE G1 FOR GLAZING OPTIONS.
1 7/8"
7/8"1/4" MAX.
SHIM
D2
C
FLORIDA APPROVED
MULLION AND MULLION
ANCHORS SEE SEPARATE
APPROVAL
TYP. ANCHOR.
SEE SHEET A2
FLUSH ADAPTOR
OPTION
CO
N
C
R
E
T
E
OR
B
L
O
C
K
7/8"1/4" MAX.
SHIM
MIN.
EMBEDMENT
WO
O
D
B
U
C
K
OR
W
O
O
D
ST
R
U
C
T
U
R
E
MI
N
.
ED
G
E
D
I
S
T
.
TYP. ANCHOR.
SEE SHEET A2
D2
C FLUSH ADAPTOR
OPTION
FEBRUARY 20TH, 2018
RE
V
I
S
I
O
N
S
AD18-01
DRAWING NO.
NO
.
D
A
T
E
D
E
S
C
R
I
P
T
I
O
N
M
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E
N
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E
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.
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.
M
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E
n
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r
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n
g
.
c
o
m
G
L
A
Z
I
N
G
C
O
N
S
U
L
T
A
N
T
S
M
C
Y
85
0
1
S
W
1
2
4
A
v
e
.
S
t
e
.
2
0
5
A
MI
A
M
I
,
F
L
.
3
3
1
8
3
F:
3
0
5
.
2
7
9
.
6
8
1
8
P:
3
0
5
.
2
7
1
.
0
1
1
7
PROJECT
SCALE
DRAWN
DATE
S
E
R
I
E
S
M
R
G
-
4
0
0
F
I
X
E
D
W
I
N
D
O
W
(
L
.
M
.
I
.
)
M
R
.
G
L
A
S
S
D
O
O
R
S
A
N
D
W
I
N
D
O
W
S
,
I
N
C
T
E
L
?
?
?
F
A
X
?
?
?
81
2
0
N
W
8
4
T
H
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
3
3
1
6
6
02/06/18
AS SHOWN
Bin
FL #26351
M
I
N
.
EM
B
E
D
M
E
N
T
MIN.
EDGE DIST.
1/
4
"
M
A
X
.
SH
I
M
MIN.
EDGE DIST.
1/
4
"
M
A
X
.
SH
I
M
METAL STRUCTURE
FLORIDA APPROVED
MULLION AND MULLION
ANCHORS SEE SEPARATE
APPROVAL
M
I
N
.
EM
B
E
D
M
E
N
T
MIN.
EDGE DIST.
1/
4
"
M
A
X
.
SH
I
M
CONCRETE
f'c = 3000 psi MIN.
ANCHOR OPTIONS :
TYPE "A": 1/4" DIA. 'ELCO' ULTRACON (Fu=177KSI, Fy=155KSI)
1 1/2 " EMBED INTO WOOD (SG=0.55)
TYPE "B": 1/4" DIA. 'ELCO' ULTRACON
1 3/4" EMBED INTO fc'=3 KSI MIN. CONCRETE
OR THRU 1X WOOD BUCK INTO CONCRETE
W/ 1 3/4" EMBEDMENT INTO CONCRETE
1/4" DIA. 'ELCO' ULTRACON (Fu=177KSI, Fy=155KSI)
1 1/4" MIN. EMBED INTO HOLLOW BLOCK
1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY)
OR THRU 1X 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 SMS SCREW (Fu=74KSI, Fy=57KSI)
INTO 1/8" MIN. THK ALUMINUM MEMBER (6063-T5 MIN.)
#14 TEKS SCREW (Fu=120 KSI, Fy=92KSI)
INTO 1/8" MIN. THK STEEL.
F.W.F.W.
FLORIDA APPROVAL MULLION
SEE SEPARATE APPROVAL
TYP. ANCHOR SEE
ELEVATION FOR SPACING
TYP. ANCHOR
SEE E1 FOR
SPACING
SEALANT:
ALL JOINTS AND THE FRAME
CONNECTION SEALED WITH SILICONE.
WOOD BUCKS AND METAL STRUCTURE NOT BY MR.
GLASS WINDOWS AND DOORS, MUST SUSTAIN LOADS
IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM
TO THE BUILDING STRUCTURE
ANCHOR EDGED DISTANCE:
INTO CONCRETE & MASONRY= 1 1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL = 3/4"
CONCRETE AT HEAD , SILL OR JAMB fc'=3000 PSI MIN. UNLESS SPECIFIED
C-90 HOLLOW /FILLED BLOCK AT JAMB fm'=2000 PSI MIN.
WOOD SG=0.55 MIN.
TYP. ANCHOR
SEE E1 FOR
SPACING
TYP. ANCHOR
SEE E1 FOR
SPACING
TYP. ANCHOR
SEE E1 FOR
SPACING
2
1
5
/
1
6
"
M
I
N
.
EM
B
E
D
M
E
N
T
MIN.
EDGE DIST.
WOOD BUCK
OR WOOD
STRUCTURE
1/
4
"
M
A
X
.
SH
I
M
TYP. ANCHOR
SEE E1 FOR
SPACING
CONCRETE
f'c = 3000 psi MIN.
FEBRUARY 20TH, 2018
RE
V
I
S
I
O
N
S
AD18-01
DRAWING NO.
NO
.
D
A
T
E
D
E
S
C
R
I
P
T
I
O
N
M
C
Y
E
N
G
I
N
E
E
R
I
N
G
,
I
N
C
.
MC
Y
.
E
n
g
i
n
e
e
r
i
n
g
@
A
t
t
.
n
e
t
ww
w
.
M
C
Y
E
n
g
i
n
e
e
r
i
n
g
.
c
o
m
G
L
A
Z
I
N
G
C
O
N
S
U
L
T
A
N
T
S
M
C
Y
85
0
1
S
W
1
2
4
A
v
e
.
S
t
e
.
2
0
5
A
MI
A
M
I
,
F
L
.
3
3
1
8
3
F:
3
0
5
.
2
7
9
.
6
8
1
8
P:
3
0
5
.
2
7
1
.
0
1
1
7
PROJECT
SCALE
DRAWN
DATE
S
E
R
I
E
S
M
R
G
-
4
0
0
F
I
X
E
D
W
I
N
D
O
W
(
L
.
M
.
I
.
)
M
R
.
G
L
A
S
S
D
O
O
R
S
A
N
D
W
I
N
D
O
W
S
,
I
N
C
T
E
L
?
?
?
F
A
X
?
?
?
81
2
0
N
W
8
4
T
H
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
3
3
1
6
6
02/06/18
AS SHOWN
Bin
FL #26351
M
I
N
.
EM
B
E
D
M
E
N
T
MIN.
EDGE DIST.
WOOD BUCK
OR WOOD
STRUCTURE
1/
4
"
M
A
X
.
SH
I
M
MIN.
EDGE DIST.
1/
4
"
M
A
X
.
SH
I
M
METAL STRUCTURE
FLORIDA APPROVED
MULLION AND MULLION
ANCHORS SEE SEPARATE
APPROVAL
M
I
N
.
EM
B
E
D
M
E
N
T
MIN.
EDGE DIST.
1/
4
"
M
A
X
.
SH
I
M
CONCRETE
f'c = 3000 psi MIN.
SEALANT:
ALL JOINTS AND THE FRAME
CONNECTION SEALED WITH SILICONE.
WOOD BUCKS AND METAL STRUCTURE NOT BY MR.
GLASS WINDOWS AND DOORS, MUST SUSTAIN LOADS
IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM
TO THE BUILDING STRUCTURE
ANCHOR OPTIONS :
TYPE "A": 1/4" DIA. 'ELCO' ULTRACON (Fu=177KSI, Fy=155KSI)
1 1/2 " EMBED INTO WOOD (SG=0.55)
TYPE "B": 1/4" DIA. 'ELCO' ULTRACON
1 3/4" EMBED INTO fc'=3 KSI MIN. CONCRETE
OR THRU 1X WOOD BUCK INTO CONCRETE
W/ 1 3/4" EMBEDMENT INTO CONCRETE
1/4" DIA. 'ELCO' ULTRACON (Fu=177KSI, Fy=155KSI)
1 1/4" MIN. EMBED INTO HOLLOW BLOCK
1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY)
OR THRU 1X 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 SMS SCREW (Fu=74KSI, Fy=57KSI)
INTO 1/8" MIN. THK ALUMINUM MEMBER (6063-T5 MIN.)
#14 TEKS SCREW (Fu=120 KSI, Fy=92KSI)
INTO 1/8" MIN. THK STEEL.
ANCHOR EDGED DISTANCE:
INTO CONCRETE & MASONRY= 1 1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL = 3/4"
CONCRETE AT HEAD , SILL OR JAMB fc'=3000 PSI MIN. UNLESS SPECIFIED
C-90 HOLLOW /FILLED BLOCK AT JAMB fm'=2000 PSI MIN.
WOOD SG=0.55 MIN.
M
I
N
.
EM
B
E
D
M
E
N
T
MIN.
EDGE DIST.
1/
4
"
M
A
X
.
SH
I
M
CONCRETE
f'c = 3000 psi MIN.
TYP. ANCHOR
SEE E1 FOR
SPACING
TYP. ANCHOR
SEE E1 FOR
SPACING
TYP. ANCHOR
SEE E1 FOR
SPACING
TYP. ANCHOR
SEE E1 FOR
SPACING
TYP. ANCHOR
SEE E1 FOR
SPACING
FEBRUARY 20TH, 2018
FRAME HEAD, SILL & JAMBS
MGR-201 6063-T61
PERIMETER COVER
MRG-215 6063-T62 FLUSH FRAME ADAPTER
MGR-212 6063-T63
GLASS STOP
MGR-210 6063-T65
2.848"
1.
0
9
5
"
0.
7
8
1
"
1.189"1.721"
0.
0
6
2
"
0.
0
9
0
"
0.
8
5
9
"
0.
3
5
8
"
1.674"
0.
0
5
5
"
0.
5
0
0
"
2.786"
0.
0
6
2
"
0.
8
6
5
"
1.096"
0.458"
0.
8
6
5
"
1.096"
RE
V
I
S
I
O
N
S
AD18-01
DRAWING NO.
NO
.
D
A
T
E
D
E
S
C
R
I
P
T
I
O
N
M
C
Y
E
N
G
I
N
E
E
R
I
N
G
,
I
N
C
.
MC
Y
.
E
n
g
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e
e
r
i
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g
@
A
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t
.
n
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t
ww
w
.
M
C
Y
E
n
g
i
n
e
e
r
i
n
g
.
c
o
m
G
L
A
Z
I
N
G
C
O
N
S
U
L
T
A
N
T
S
M
C
Y
85
0
1
S
W
1
2
4
A
v
e
.
S
t
e
.
2
0
5
A
MI
A
M
I
,
F
L
.
3
3
1
8
3
F:
3
0
5
.
2
7
9
.
6
8
1
8
P:
3
0
5
.
2
7
1
.
0
1
1
7
PROJECT
SCALE
DRAWN
DATE
S
E
R
I
E
S
M
R
G
-
4
0
0
F
I
X
E
D
W
I
N
D
O
W
(
L
.
M
.
I
.
)
M
R
.
G
L
A
S
S
D
O
O
R
S
A
N
D
W
I
N
D
O
W
S
,
I
N
C
T
E
L
?
?
?
F
A
X
?
?
?
81
2
0
N
W
8
4
T
H
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
3
3
1
6
6
02/06/18
AS SHOWN
Bin
FL #26351
0.134"
BILL OF MATERIALS
ITEM PART DESCRIPTION MATERIAL MANUF. /
REMARKS
1 MGR-201 FRAME HEAD 6063-T6 TECNOGLASS
2 MGR-215 PERIMETER COVER 6063-T6 TECNOGLASS
3 MGR-212 FLUSH ANCHOR ADAPTOR 6063-T6 TECNOGLASS
4 MGR-209 GLASS STOP (INSULATED LAMINATED GLASS)6063-T6 TECNOGLASS
5 MGR-210 GLASS STOP (LAMINATED GLASS) 6063-T6 TECNOGLASS
6-1/4" HH TAPCON AS REQUIRED -
7-8-18 PH FH SS300 L=1" ASSY SCREW ST/ST -
8-10-16 SMS PH FH L=1" SS300 ST/ST -
9-BULB GASKET ULTRAFAB E201 VINYL -
10 -SETTING BLOCK 3/16" THK X 1/2" X1" SANTOPRENE --
11 DC975 DOW CORNING 795 SILICONE DOW
12 - 1/2" X 5/8" SETTING BLOCK LAMINATED GLASS SANTOPRENE -
13 -GLASS SPACER ALUMINUM TECNOGLASS
GLASS STOP
MGR-209 6063-T6
4
FEBRUARY 20TH, 2018
RE
V
I
S
I
O
N
S
AD18-01
DRAWING NO.
NO
.
D
A
T
E
D
E
S
C
R
I
P
T
I
O
N
M
C
Y
E
N
G
I
N
E
E
R
I
N
G
,
I
N
C
.
MC
Y
.
E
n
g
i
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C
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85
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1
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2
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5
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A
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3
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1
8
3
F:
3
0
5
.
2
7
9
.
6
8
1
8
P:
3
0
5
.
2
7
1
.
0
1
1
7
PROJECT
SCALE
DRAWN
DATE
S
E
R
I
E
S
M
R
G
-
4
0
0
F
I
X
E
D
W
I
N
D
O
W
(
L
.
M
.
I
.
)
M
R
.
G
L
A
S
S
D
O
O
R
S
A
N
D
W
I
N
D
O
W
S
,
I
N
C
T
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L
?
?
?
F
A
X
?
?
?
81
2
0
N
W
8
4
T
H
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
3
3
1
6
6
02/06/18
AS SHOWN
Bin
FL #26351
CIRCULAR OR ANGULAR
WINDOW CONECTION
ALL CORNERS
TO BE WELDED
(ELECTRODE ER4043)
RECT. OR SQUARE
WINDOW CORNER
SEALANT:
ALL JOINTS AND THE FRAME
CONNECTION SEALED WITH SILICONE.