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Product Approval USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL26351Application Type NewCode Version 2017Application Status Approved
Comments
Archived
Product Manufacturer Mr Glass Doors & Windows Inc.Address/Phone/Email 8120 NW 84th St
Medley, FL 33166 (305) 470-8284
Authorized Signature Yiping Wang
Technical Representative Augusto AriasAddress/Phone/Email 8120 NW 84th St
Medley, FL 33166 (305) 470-8284
Quality Assurance RepresentativeAddress/Phone/Email
Category WindowsSubcategory 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 theEvaluation Report
Yiping Wang
Florida License PE-55983Quality Assurance Entity Keystone Certifications, Inc.Quality Assurance Contract Expiration Date 08/27/2025Validated 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 1994TAS 202 1994TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/14/2018Date Validated 02/26/2018Date Pending FBC Approval 02/26/2018Date 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
Back Next
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 emailsprovided 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, pleaseprovide 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 AdministratorCodes & Standards SectionFlorida Department of Business and Professional Regulation
2601 Blair Stone RoadTallahassee, 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
REVISIONS
AD18-01
DRAWING NO.
NO.DATE DESCRIPTION
MC
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, IN
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www.MCYEngineering.com
GL
AZ
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CO
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UL
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8501 SW 124Ave.Ste.205A
MIAMI, FL. 33183
F: 305.279.6818
P: 305.271.0117
PROJECT
SCALE
DRAWN
DATE
SE
RIE
S M
RG
-40
0 F
IXE
D W
IND
OW
(L
.M.I
.)
MR
. G
LA
SS
DO
OR
S A
ND
WIN
DO
WS
, IN
C
TE
L ?
??
FA
X ?
??
81
20
NW
84
TH
ST
RE
ET
, M
IAM
I, F
L 3
31
66
02/06/18
AS SHOWN
Bin
FL #26351
INSTRUCTIONS:USE CHARTS AS FOLLOWS.
STEP 1: DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WINDVELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7-10STANDARD BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT.
STEP 2: SEE SHEET G1 FOR GLASS OPTIONS AND CHART FOR APPROVEDLOAD 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 WINDOWLARGE & 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" M
AX.
REVISIONS
AD18-01
DRAWING NO.
NO.DATE DESCRIPTION
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GL
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8501 SW 124Ave.Ste.205A
MIAMI, FL. 33183
F: 305.279.6818
P: 305.271.0117
PROJECT
SCALE
DRAWN
DATE
SE
RIE
S M
RG
-400 F
IXE
D W
IND
OW
(L.M
.I.)
MR
. G
LA
SS
DO
OR
S A
ND
WIN
DO
WS
, IN
C
T
EL ?
??
F
AX
???
8120 N
W 8
4T
H S
TR
EE
T, M
IAM
I, F
L 3
3166
02/06/18
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
/4"
D.L
.O.H
.
84"
FRAM
E H
EIG
HT
1 7
/8"
14"MAX.
FIXED WINDOW ELEVATION
FRAM
EHEIG
HT
FRAMEWIDTH
FRAM
EHEIG
HT
FRAMEWIDTH
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWNABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBINGPICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE ASSHOWN IN DOTTED LINES AND OBTAIN ALLOWABLE LOADSFROM THOSE SHAPES.
WIDTH OR LENGTH DIMENSIONS CAN BE ORIENTEDVERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
OPP.
FRAM
EHEIG
HT
FRAMEWIDTH
FRAMEWIDTH
FRAM
EHEIG
HT
FRAMEWIDTH
FRAM
EHEIG
HT
FRAMEWIDTH
FRAM
EHEIG
HT
FRAMEWIDTH
FRAM
EHEIG
HT
FRAMEWIDTH
FRAM
EHEIG
HT
6"
9" M
AX. O
.C.
ANCHO
R INTO
BLO
CK
FO
R P
d>
65 P
SF
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).
REVISIONS
AD18-01
DRAWING NO.
NO.DATE DESCRIPTION
MC
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, IN
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www.MCYEngineering.com
GL
AZ
ING
CO
NS
UL
TA
NT
SM
CY
8501 SW 124Ave.Ste.205A
MIAMI, FL. 33183
F: 305.279.6818
P: 305.271.0117
PROJECT
SCALE
DRAWN
DATE
SE
RIE
S M
RG
-40
0 F
IXE
D W
IND
OW
(L
.M.I
.)
MR
. G
LA
SS
DO
OR
S A
ND
WIN
DO
WS
, IN
C
TE
L ?
??
FA
X ?
??
81
20
NW
84
TH
ST
RE
ET
, M
IAM
I, F
L 3
31
66
02/06/18
AS SHOWN
Bin
FL #26351
GLASS TYPE 'G1'7/16" NOMINAL OVERALL
3/16" HEAT STREN'D GLASS
0.090" PVB INTERLAYERBY 'KURARAY AMERICA, INC.'
3/16" HEAT STREN'D GLASS
11/1
6"
GLA
SS B
ITE
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 INTERLAYERBY 'KURARAY AMERICA, INC.'
11/1
6"
GLA
SS B
ITE
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
FRAMEWIDTH
FRAMEHEIGHT
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
30102
65.0 100.0
36 65.0 100.0
30108
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 INTERLAYERBY 'KURARAY AMERICA, INC.'
3/16" HEAT STREN'D GLASS
11/1
6 "
GLA
SS B
ITE
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 INTERLAYERBY 'KURARAY AMERICA, INC.'
11/1
6"
GLA
SS B
ITE
ALUMINUM SPACER ALUMINUM SPACER
FEBRUARY 20TH, 2018
REVISIONS
AD18-01
DRAWING NO.
NO.DATE DESCRIPTION
MC
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NG
INE
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ING
, IN
C.
www.MCYEngineering.com
GL
AZ
ING
CO
NS
UL
TA
NT
SM
CY
8501 SW 124Ave.Ste.205A
MIAMI, FL. 33183
F: 305.279.6818
P: 305.271.0117
PROJECT
SCALE
DRAWN
DATE
SE
RIE
S M
RG
-40
0 F
IXE
D W
IND
OW
(L
.M.I
.)
MR
. G
LA
SS
DO
OR
S A
ND
WIN
DO
WS
, IN
C
TE
L ?
??
FA
X ?
??
81
20
NW
84
TH
ST
RE
ET
, M
IAM
I, F
L 3
31
66
02/06/18
AS SHOWN
Bin
FL #26351
1 7
/8"
7/8
"1/4
" M
AX.
SHIM
MIN
.EM
BED
MENT
MIN.EDGE DIST.
D.L
.O.
1 7
/8"
7/8
"1/4
" M
AX.
SHIM
MIN
.EM
BED
MENT
MIN.
EDGE DIST.
CONCRETEf'c = 3000 psi MIN.
DETAIL
D1
A
1 7
/8"
1 3
/8"
1/4
" M
AX.
SHIM
MIN
.EM
BED
MENT
MIN.
EDGE DIST.
CONCRETEf'c = 3000 psi MIN.
DETAIL
D1
B
FLUSH ADAPTOROPTIOND1
B
EXTERIO
REXTERIO
R
EXTERIO
R
INSULATED LAMINATED GLASS SHOWN.GLASS TYPES ARE INTERCHANGEABLE.SEE PAGE G1 FOR GLAZING OPTIONS.
F.H
.
TYP. ANCHOR.FOR ANCHOR OPTIONSEE SHEET A1& A2
TYP. ANCHOR.FOR ANCHOR OPTION SEESHEET A1& A2
CONCRETE SUBSTRATE SHOWN. FOROTHER OPTIONS SEE SHEET A1OR A2.
CONCRETEf'c = 3ksi MIN.
WOOD BUCK OPTION
D1
B
1/4
" M
AX.
SHIM
METAL STRUCTURE
D.L
.O.
1 7
/8"
7/8
"
EXTERIO
R
F.H
.
MIN.EDGE DIST.
TYP. ANCHOR.FOR ANCHOR OPTIONSEE SHEET A1& A2
FEBRUARY 20TH, 2018
D.L.O.1 7/8"
7/8"1/4" MAX.SHIM
MIN.EMBEDMENT
MIN
.ED
GE D
IST.
DETAIL
D2
C
F.W.
1 7/8"
7/8" 1/4" MAX.SHIM
MIN.EMBEDMENT
MIN
.
ED
GE D
IST.
OPP.
D2
C
TYP. ANCHOR.SEE SHEET A1
TYP. ANCHOR.FOR ANCHOROPTIONSEE SHEET A1
CO
NCRETE
OR B
LOCK
WOOD BUCK
REVISIONS
AD18-01
DRAWING NO.
NO.DATE DESCRIPTION
MC
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www.MCYEngineering.com
GL
AZ
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CO
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SM
CY
8501 SW 124Ave.Ste.205A
MIAMI, FL. 33183
F: 305.279.6818
P: 305.271.0117
PROJECT
SCALE
DRAWN
DATE
SE
RIE
S M
RG
-40
0 F
IXE
D W
IND
OW
(L
.M.I
.)
MR
. G
LA
SS
DO
OR
S A
ND
WIN
DO
WS
, IN
C
TE
L ?
??
FA
X ?
??
81
20
NW
84
TH
ST
RE
ET
, M
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I, F
L 3
31
66
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 APPROVEDMULLION AND MULLIONANCHORS SEE SEPARATEAPPROVAL
TYP. ANCHOR.SEE SHEET A2
FLUSH ADAPTOROPTION
CO
NCRETE
OR B
LOCK
7/8" 1/4" MAX.SHIM
MIN.EMBEDMENT
WO
OD
BUCK
OR W
OO
DSTRUCTURE
MIN
.ED
GE D
IST.
TYP. ANCHOR.SEE SHEET A2
D2
C FLUSH ADAPTOROPTION
FEBRUARY 20TH, 2018
REVISIONS
AD18-01
DRAWING NO.
NO.DATE DESCRIPTION
MC
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INE
ER
ING
, IN
C.
www.MCYEngineering.com
GL
AZ
ING
CO
NS
UL
TA
NT
SM
CY
8501 SW 124Ave.Ste.205A
MIAMI, FL. 33183
F: 305.279.6818
P: 305.271.0117
PROJECT
SCALE
DRAWN
DATE
SE
RIE
S M
RG
-40
0 F
IXE
D W
IND
OW
(L
.M.I
.)
MR
. G
LA
SS
DO
OR
S A
ND
WIN
DO
WS
, IN
C
TE
L ?
??
FA
X ?
??
81
20
NW
84
TH
ST
RE
ET
, M
IAM
I, F
L 3
31
66
02/06/18
AS SHOWN
Bin
FL #26351
MIN
.EM
BED
MENT
MIN.EDGE DIST.
1/4
" M
AX.
SHIM
MIN.EDGE DIST.
1/4
" M
AX.
SHIM
METAL STRUCTURE
FLORIDA APPROVEDMULLION AND MULLIONANCHORS SEE SEPARATEAPPROVAL
MIN
.EM
BED
MENT
MIN.EDGE DIST.
1/4
" M
AX.
SHIM
CONCRETEf'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 SEEELEVATION FOR SPACING
TYP. ANCHORSEE E1 FORSPACING
SEALANT:ALL JOINTS AND THE FRAMECONNECTION SEALED WITH SILICONE.
WOOD BUCKS AND METAL STRUCTURE NOT BY MR.GLASS WINDOWS AND DOORS, MUST SUSTAIN LOADSIMPOSED BY GLAZING SYSTEM AND TRANSFER THEMTO 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 SPECIFIEDC-90 HOLLOW /FILLED BLOCK AT JAMB fm'=2000 PSI MIN.WOOD SG=0.55 MIN.
TYP. ANCHORSEE E1 FORSPACING
TYP. ANCHORSEE E1 FORSPACING
TYP. ANCHORSEE E1 FORSPACING
2 1
5/1
6"
MIN
.EM
BED
MENT
MIN.EDGE DIST.
WOOD BUCKOR WOODSTRUCTURE
1/4
" M
AX.
SHIM
TYP. ANCHORSEE E1 FORSPACING
CONCRETEf'c = 3000 psi MIN.
FEBRUARY 20TH, 2018
REVISIONS
AD18-01
DRAWING NO.
NO.DATE DESCRIPTION
MC
Y E
NG
INE
ER
ING
, IN
C.
www.MCYEngineering.com
GLA
ZIN
G C
ON
SU
LT
AN
TS
MC
Y8501 SW 124Ave.Ste.205A
MIAMI, FL. 33183
F: 305.279.6818
P: 305.271.0117
PROJECT
SCALE
DRAWN
DATE
SE
RIE
S M
RG
-400 F
IXE
D W
IND
OW
(L.M
.I.)
MR
. G
LA
SS
DO
OR
S A
ND
WIN
DO
WS
, IN
C
TE
L ?
??
FA
X ?
??
81
20
NW
84
TH
ST
RE
ET
, M
IAM
I, F
L 3
31
66
02/06/18
AS SHOWN
Bin
FL #26351
MIN
.EM
BED
MENT
MIN.EDGE DIST.
WOOD BUCKOR WOODSTRUCTURE
1/4
" M
AX.
SHIM
MIN.EDGE DIST.
1/4
" M
AX.
SHIM
METAL STRUCTURE
FLORIDA APPROVEDMULLION AND MULLIONANCHORS SEE SEPARATEAPPROVAL
MIN
.EM
BED
MENT
MIN.EDGE DIST.
1/4
" M
AX.
SHIM
CONCRETEf'c = 3000 psi MIN.
SEALANT:ALL JOINTS AND THE FRAMECONNECTION SEALED WITH SILICONE.
WOOD BUCKS AND METAL STRUCTURE NOT BY MR.GLASS WINDOWS AND DOORS, MUST SUSTAIN LOADSIMPOSED BY GLAZING SYSTEM AND TRANSFER THEMTO 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 SPECIFIEDC-90 HOLLOW /FILLED BLOCK AT JAMB fm'=2000 PSI MIN.WOOD SG=0.55 MIN.
MIN
.EM
BED
MENT
MIN.EDGE DIST.
1/4
" M
AX.
SHIM
CONCRETEf'c = 3000 psi MIN.
TYP. ANCHORSEE E1 FORSPACING
TYP. ANCHORSEE E1 FORSPACING
TYP. ANCHORSEE E1 FORSPACING
TYP. ANCHORSEE E1 FORSPACING
TYP. ANCHORSEE E1 FORSPACING
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
95"
0.7
81"
1.189" 1.721"
0.0
62"
0.0
90"
0.8
59"
0.3
58"
1.674"
0.0
55"
0.5
00"
2.786"
0.0
62"
0.8
65"
1.096"
0.458"
0.8
65"
1.096"
REVISIONS
AD18-01
DRAWING NO.
NO.DATE DESCRIPTION
MC
Y E
NG
INE
ER
ING
, IN
C.
www.MCYEngineering.com
GL
AZ
ING
CO
NS
UL
TA
NT
SM
CY
8501 SW 124Ave.Ste.205A
MIAMI, FL. 33183
F: 305.279.6818
P: 305.271.0117
PROJECT
SCALE
DRAWN
DATE
SE
RIE
S M
RG
-40
0 F
IXE
D W
IND
OW
(L
.M.I
.)
MR
. G
LA
SS
DO
OR
S A
ND
WIN
DO
WS
, IN
C
TE
L ?
??
FA
X ?
??
81
20
NW
84
TH
ST
RE
ET
, M
IAM
I, F
L 3
31
66
02/06/18
AS SHOWN
Bin
FL #26351
0.134"
BILL OF MATERIALS
ITEM PART DESCRIPTION MATERIALMANUF. /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-T64
FEBRUARY 20TH, 2018
REVISIONS
AD18-01
DRAWING NO.
NO.DATE DESCRIPTION
MC
Y E
NG
INE
ER
ING
, IN
C.
www.MCYEngineering.com
GL
AZ
ING
CO
NS
UL
TA
NT
SM
CY
8501 SW 124Ave.Ste.205A
MIAMI, FL. 33183
F: 305.279.6818
P: 305.271.0117
PROJECT
SCALE
DRAWN
DATE
SE
RIE
S M
RG
-40
0 F
IXE
D W
IND
OW
(L
.M.I
.)
MR
. G
LA
SS
DO
OR
S A
ND
WIN
DO
WS
, IN
C
TE
L ?
??
FA
X ?
??
81
20
NW
84
TH
ST
RE
ET
, M
IAM
I, F
L 3
31
66
02/06/18
AS SHOWN
Bin
FL #26351
CIRCULAR OR ANGULARWINDOW CONECTION
ALL CORNERS
TO BE WELDED
(ELECTRODE ER4043)
RECT. OR SQUAREWINDOW CORNER
SEALANT:ALL JOINTS AND THE FRAMECONNECTION SEALED WITH SILICONE.
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