-
4/12/2018 Florida Building Code Online
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvF%2b4jUaeV2dC4UdrR68P1rAB0pEXdoZdU5FF9RBBPsMQ%3d%3d
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Product Approval USER: Public User
Product Approval Menu > Product or Application Search >
Application List > Application History > 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
[email protected]
Authorized Signature Yiping Wang
[email protected]
Technical Representative Augusto AriasAddress/Phone/Email 8120
NW 84th St
Medley, FL 33166 (305) 470-8284
[email protected]
Quality Assurance RepresentativeAddress/Phone/Email
http://www.myfloridalicense.com/dbpr/http://www.myflorida.com/http://www.myfloridalicense.com/dbpr/https://floridabuilding.org/c/c_about.aspxhttp://www.myfloridalicense.com/dbpr/divisions.htmlhttps://floridabuilding.org/c/c_about.aspxhttp://www.myfloridalicense.com/dbpr/http://www.myfloridalicense.com/DBPR/about-us/departments-secretary/https://www.floridabuilding.org/c/default.aspxhttps://www.floridabuilding.org/c/c_user_regi.aspxhttps://www.floridabuilding.org/c/c_hottopics.aspxhttps://www.floridabuilding.org/sc/sc_default.aspxhttps://www.floridabuilding.org/c/c_under_construction.aspxhttps://www.floridabuilding.org/c/c_publications.aspxhttps://www.floridabuilding.org/c/c_about.aspxhttps://www.floridabuilding.org/c/c_under_construction.aspxhttps://www.floridabuilding.org/c/c_links.aspxhttps://www.floridabuilding.org/c/c_under_construction.aspxhttps://www.floridabuilding.org/pr/pr_default.aspxhttps://www.floridabuilding.org/pr/pr_default.aspxhttps://www.floridabuilding.org/pr/pr_app_srch.aspxhttps://www.floridabuilding.org/pr/pr_app_lst.aspxhttps://www.floridabuilding.org/pr/pr_app_hist.aspx?param=wGEVXQwtDqsGsvRHsb6W7EihkI4GwVNuqIiH18N62mLGgC%2f9PTyVgg%3d%3d
-
4/12/2018 Florida Building Code Online
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvF%2b4jUaeV2dC4UdrR68P1rAB0pEXdoZdU5FF9RBBPsMQ%3d%3d
2/3
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 developedthe Evaluation
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
https://www.floridabuilding.org/upload/PR_Independence/FL26351_R0_COI_Certificate%20of%20Independence%20SS.pdf
-
4/12/2018 Florida Building Code Online
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvF%2b4jUaeV2dC4UdrR68P1rAB0pEXdoZdU5FF9RBBPsMQ%3d%3d
3/3
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 Section455.275(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 personaladdress, 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:
https://www.floridabuilding.org/upload/PR_Instl_Docs/FL26351_R0_II_MRG-400%20FA%20DRWS%2002.20%20SS.pdfhttps://www.floridabuilding.org/upload/PR_Tech_Docs/FL26351_R0_AE_Evaluation%20Report%20SS.pdfhttp://www.myfloridalicense.com/dbpr/contact.htmlhttps://www.google.com/maps/place/2601+Blair+Stone+Rd,+Tallahassee,+FL+32399/@30.425336,-84.2509937,17z/data=!3m1!4b1!4m5!3m4!1s0x88ec5fbfe2e0a4f1:0x3a7bdf0c3a81e7e4!8m2!3d30.425336!4d-84.248805https://www.google.com/maps/place/2601+Blair+Stone+Rd,+Tallahassee,+FL+32399/@30.425336,-84.2509937,17z/data=!3m1!4b1!4m5!3m4!1s0x88ec5fbfe2e0a4f1:0x3a7bdf0c3a81e7e4!8m2!3d30.425336!4d-84.248805http://www.myflorida.com/myflorida/copyright.htmlhttp://www.myflorida.com/myflorida/privacy.htmlhttp://www.myflorida.com/myflorida/accessibility.htmlhttps://www.floridabuilding.org/c/c_refund_stmt.aspxhttp://www.myfloridalicense.com/dbpr/DBPR_Chapter455_FloridaStatutes.htmlhttps://www.securitymetrics.com/site_certificate?id=125880&tk=8fe03cc098be08b8e5f5f3ff4e8f87ae
-
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. 33183P: 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 20TH, 2018
REVISIONS
AD18-01
DRAWING NO.
NO.DATE DESCRIPTION
MC
Y E
NG
INE
ER
ING
, IN
C.
[email protected]
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
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
MC
Y E
NG
INE
ER
ING
, IN
C.
[email protected]
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
-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
Y E
NG
INE
ER
ING
, IN
C.
[email protected]
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
Y E
NG
INE
ER
ING
, IN
C.
[email protected]
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
Y E
NG
INE
ER
ING
, IN
C.
[email protected]
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
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
Y E
NG
INE
ER
ING
, IN
C.
[email protected]
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.
[email protected]
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.
[email protected]
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.
[email protected]
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.
