HomeMy WebLinkAboutNotice of AcceptanceADE
M IAM I•- - MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv
PGT Industries
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The MiamiDadeCounty Product
Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "PW -701/720/820" Aluminum Fixed Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. MD -720-820.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Section Revision
stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product
Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirely.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAH 13-0502.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 15-0528.26
Expiration Date: February 19, 2019
Approval Date: July 09 2015
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD -720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201--94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under previous NOA No. 13-0502.03)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked—up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5`
Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Manue Perez
Product Control ExaiUWer
NOA No. 15-0528.26
Expiration Date: February 19, 2019
Approval Date: July 092015
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlasOn (Clear and White) Glass Interlayers" dated 06/25/15,
expiring on 07/04/18.
3. TREMCO Part No. TR -14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 Ib/ in.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May
20, 2015, issued by manufacturer, signed and scaled by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under previous NOA No. 13-0502.03)
4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 13-0502.03, issued to PGT Industries for their Series "PW -
701/720/820" Aluminum Fixed Window — L.M.I." approved on 07/18/13 and expiring
on 02/19/19.
Manuel Per ,
Product Control E rami er
NOA No. 15- 26
Expiration Date: February 19, 2019
Approval Date: July 09 2015
E-2
GENERAL NOTES: SERIES 7201820
IMPACT -RESISTANT FIXED WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN
WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS
INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD
LITE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS
WERE SOUTHERN PINE, ASTM 090 CONCRETE MASONRY
UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE.
4) ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR
GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS
THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR
ARCHITECT OF RECORD, (AOR).
48' TIP -TO -TIP WIDTH
47" BUCK WIDTH
_ 44-114" VISIBLE
LIGHT WIDTH
6" MAX.
r ---B, SHEET 6
A
SHEET 6
12" MAX. /
O.C.
_F__ - r
1 /
i
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE
BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF
SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED I
ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION
ANCHORS SHOULD BE SEALED. OVERALL L2 I
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 6" B --�
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX. SHEET 6
THE SCOPE OF THESE INSTRUCTIONS.
6) MAX. 114" SHIMS ARE REQUIRED AT EACH ANCHOR
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING
APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON
THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE
TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM
E1300. 0
B. POSITIVE DESIGN LOADS BASED ON WATER TEST
PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM E1300.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING
TO THE REQUIRED DESIGN PRESSURE. THE 33-113% STRESS
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR
THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-3835, 3850 & 7212;
ELCO ULTRACON NOA; ELCO CRETEFLEX NO& ANSI/AF&PA
NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN A
MANUAL.
10) THE 720 SERIES USES A PVB INTERLAYER, THE 820
SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES
MAY ALSO BE REFERRED AS THE 701 SERIES.
A 95„
SHEET6 BUCK
HEIGHT
92-114"
VISIBLE 12"
LIGHT C
HEIGHT
96"
TIP -TO
TIP
HEIGHT
L�ij i
[+- 12" MAX. O.C.
TYP. FLANGED FRAME
ELEVATION (TESTED UNIT)
GUIDE TO SHEETS:
GENERAL NOTES ........................ 1
ELEVATIONS ................................
1
GLAZING DETAILS .......................
2-5
DESIGN PRESSURES ..................
2-5
INSTALLATION, FLANGE .............
6
INSTALLATION, EQUAL -LEG....... 7
INSTALLATION, INT. FIN A...........
8
INSTALLATION, INT. FIN B...........
9
CORNER ASSEMBLY ...................
10
EXTRUSION PROFILES................10
4
PARTS LIST...................................10
TAm = 4.
DESIGN PRESSURE RATING IMPACT RATING
VARIES, RATED FOR LARGE & SMALL
SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE
48" BUCK WIDTH
45-114" VISIBLE -�
LIGHT WIDTH
6" MAX.
D, SHEET 7
C C
EET 7 SHEET 7
BUCK
'rr
— HEIGHT
I
CC. / 93-114"
VISIBLE
/ LIGHT
1 HEIGHT
FIGURE 1:
12" O.C.
J MAX.
12' O.C. /
MAX.
6"
MAX.
T
Type
Description
Sheet
1
7116" Laml 3116" An - .09(' PVB - 3116" HS)
2
3
i-1/16" Laml. IG (3/16" T - 7118" Air - 3116' An - .090" PVB - 3116' HS)
3
4
1-1116" Laml. IG (3/16' T - 7116' Air - 3116" HS -.090" PVB - 3116" HS)
3
5
7116" Laml 3116" An -.090' SG - 3/16" An
4
6
7116" Laml 3116" HS - .090' SG - 3/16' HS
4
7
1-1116" Lami. IG (3116" T - 7/i6" Alf - 3116" An -.090" SG - 3116" An)
5
8
1-1116' Laml. IG 3116' T - 7116" Air - 3116" HS -.090" SG - 3116" HS
5
D --1-{
SHEET 7
48" BUCK WIDTH
45-i/4" VISIBLE
LIGHT WIDTH
,,-F, SHEET 8 2" MAX
H. SHEET 9
E, SHEET 8 1 E, SHEET 8
G, SHEET 9 i G, HEFT 9
�_/
5" MAX.
r— 12' MAX. O.C. 2" MAX. J , H SHEET 9
1 1
TYP. EQUAL -LEG FRAME
ELEVATION l t51 tU UIVI I
pA "SG" = "KURARAY SENTRYGLAS INTERLAYER" BY KURARAY AMERICA, INC.
"PVB" = "KURARAY BUTACITE® PVB INTERLAYER" BY KURARAY AMERICA, INC
93-114"
VISIBLE
LIGHT
HEIGHT
96"
BUCK
HEIGHT
5' MAX. O.C.
TYP. FIN FRAME ELEVATION
TESTED UNIT
SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5.
ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12' O.C. MAX. FOR ALL CURVED FRAME
MEMBERS, SEE FIGURE 1, THIS SHEET.
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PRODUCT REVISED
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Window Design Pressure
(+1-, psf) for Glass Type 4
aloa
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Long Side (in)
M
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ORIENTED VERTICALLY OR
p0
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79
N
~
ZLL
67-716
72
76
80
84
88
92
96
100
104
109.112
HORIZONTALLY AS SHOWN.
30
+l-80
+1-80
+1.80
+1.80
+1.80
+1-80
+1.80
+1-80
+1-80
+1.80
+1-80
m O
32
+1-80
+1-80
+1-80
+1-80
+1.80
+1-80
+1.80
+1-80
+1-80
+1-80
+1-80
34
+1.80
+1-80
+l-80
+1-80
+1-50
+1.80
+1.80
+1-80
+1-80
+1-79.8
+1-79.4
84
36
+1.80
+1-80
+1 -BO
+1-80
+1$0
+1-80
+1-79.7
+1-77.2
+1-75.1
+1-73-4
+1-72.2
87.718
38
+!-BO
60
+1-80
+1-80
+1$0
+1-78.1
+1-75.2
+1-725
+1.70.3
+1.68.5
+1-66.3
40
+1-80
+1-80
+1-80
+1-79.8
+1-77.2
+1-74.3
+1-71.3
+1-67.9
+1-55.1
+1.63.4
+1-61.6
+1-80
42
+1.80
+1-80
+1.80
+1-77.4
+1-74.3
+1-71-3
+l-68.2
+1-64.7
+1-61.6
+1-59-8
+l-58.2
+l-80
44
+1-80
+1-80
+1-78.9
+1-75.4
+1-72.1
+1.68.9
+1.65.6
+1.622
+159.7
+1-57.5
+1.80
+1.80
46
+1.80
+1-80
+1-77.2
+1.73.6
+1-70.1
+1-66.8
+1-63.5
+1-60.3
+1-57.7
STRENGTHENED GLASS
SIDE
n
48
+1-80
+1-79.3
+1.75.6
+1.71.9
+1-68.3
+1-64.9
+1-61.5
+1-58.2
+1-80
+1-80
+1.80
+1-80
50
+1-80
+1-77.5
+144.1
+1-70.3
+1.66.7
+1.631
+1-59.7
+1-80
+1-80
+1.80
+1-80
+1.80
52
+1-79.1
+1-75-6
+1-72.4
+1-68.8
+1-65.1
+1-61.5
40
+1-80
+1-80
+1-80
54
+1-77.4
+1-73.8
+1-70.5
+1-67.3
+1.63.5
+1-70.9
+1-69
.090" PVB
56
+1-75.8
+1-72
+1-6B.6
+1-65.3
+1-80
+1-80
+1.77
+1.73.1
+1-69.6
+1-66.9
+1-65.2
11
58
+1-74.2
+1.70.3
+1-66.8
44
+1.80
+1.80
+1-80
+1-80
+1-50
+1-77.8
+1-74.1
+1-70.3
60
+1-727
+1-88.7
1 +1.65
46
+1-80
+1-80
+1-80
+1-80
62
+1-71.2
+1-67.1
+1.68.1
+155.1
5
LONG
SIDE
v
48
64
+1-69.7
+1-65-5
+1-80
+1-77.2
+1-73.3
+1-69.5
+1.65.8
USED AT CURVED
518"
66
1
+1-68.3
N
50
+l-80
0-80
+1-80
+1-79.4
+1-75.3
+1-71.3
+1-67.5
67-718
+1-67
FRAME MEMBERS ONLY 29
GLASS BITE
52
+1-80
+1-80
+1.80
+1.77.7
7116" LAMINATED
GLASS STACK
3116" ANNEALED GLASS
USED AT CURVED
IE MEMBERS ONLY
@ 11-718" O.C. MAX.
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSIO
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY F (THIN.
I
.090" PVB INTERLAYER
-3116" HEAT STRENGTHENED GLASS
GLASS TYPE 1
518"
GLASS BITE
�- LONG SIDE
SHORT
S DE
I+ LONG SIDE -�
SHORT
SIDE
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
.ODUCT REVISED
complying with the Florida
iilding Code
xeplance No I5 -o, 57.
ni ration Date+ -P b_ 1 . P�
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TABLE
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Z)
'IN
17-�
m O
O
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Window Design Pressure (+1-, psf) for Glass Type 3
O
W
IL
O
84
Long Side (in)
88
92
96
100
104
109-112
1-1116" NOM.
7116" LAMINATED
87.718
72
76
60
Z1
qla'LIScli
GLASS STACK
30
+1.80
+1-80
+1-80
+1-80
+1-80
+1 -BO
+1-80
+1-80
+1-80
+1-80
+1-80
c�
GLASS STACK
LL
O
32
+1.80
+1-80
+1-80
+1-80
+150
+l-80
+1-80
+1-80
+1 80
+!-8Q
+1-80
X
3116" HEAT
SHORT
34
+1.80
+1.80
+1-80
+1.80
+1$0
+1-80
+1-80
+1-80
+1.80
+1-80
+1-60
3116" TEMPERED GLASS
STRENGTHENED GLASS
SIDE
36
0-80
0-80
+1-80
+1-80
+1.80
+1.80
+1.80
+1-80
+1-80
+1.80
+1-80
3116" ANNEALED GLASS
38
+1-80
+1-80
+1-80
+1-80
+1.80
+1-80
+1.80
+1-80
+1-79.4
+1-76.4
+1-74.3
7/16"AIR SPACE
40
+1-80
+1-80
+1-80
+1-80
+1-80
+1-80
+1.80
+1-76.7
+1-73.5
+1-70.9
+1-69
.090" PVB
42
+1-80
+1-80
+1-80
+1-80
+1-80
+1-80
+1.77
+1.73.1
+1-69.6
+1-66.9
+1-65.2
11
INTERLAYER
44
+1.80
+1.80
+1-80
+1-80
+1-50
+1-77.8
+1-74.1
+1-70.3
+157.5
+1.63.9
46
+1-80
+1-80
+1-80
+1-80
+1-79.2
+1-75.4
+1-71.7
+1.68.1
+155.1
5
LONG
SIDE
v
48
+l-80
+1-80
+1-80
+1-80
+1-77.2
+1-73.3
+1-69.5
+1.65.8
USED AT CURVED
518"
N
50
+l-80
0-80
+1-80
+1-79.4
+1-75.3
+1-71.3
+1-67.5
FRAME MEMBERS ONLY 29
GLASS BITE
52
+1-80
+1-80
+1.80
+1.77.7
+1-73.5
+l-69-5
@ 11-718" O.C. MAX.
,?
N
54
+1-80
+1.80
+1-79.6
+1-76
+1-71.8
1-3
56
+1-80
+1-80
+1-77.5
+1-73-8
EXTERIOR
58
+1-80
+1.80
+1-79.4
+1-77.6
+1-75.4
+1.73.5
a 22 21
13 yl
SHORT
80
62
+1-80
+1.75.8
_ �I
SIDE
64
+1-78.8
+1.74
GLASS TYPE 3
66
1 0-772
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
.ODUCT REVISED
complying with the Florida
iilding Code
xeplance No I5 -o, 57.
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A. LYNN MILLER. P.E.
P.E.# 58705
TABLE 4:
NO CHANGE THIS SHEET
DATE: 07/02/15
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0
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4
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= LLI,
W
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Long Side (in)
O
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W - 02 co
m O
72
76
80
84 1
88
92
96
100
104 109-1/2
112
116
120
124
128
1 132
136 1 140 144
30
67-7/8
+1.80
+1-80
+1-80
+1-80
+1-80
+1.80
+1-80
+1.80
+1-80
+1.80 +1-80
+I-80
+I-80
+1.80
+/-80
+1-80
+LT
+1-80 +1.80 +/-80
32
+1-80
+1-80
+1-80
+1.80
+1-80
+1.80
+1-80
+1.80
+1-80
+1.80 +1-80
+1-80
+I-80
+1.80
+1-80
+1-80
+1-80
+I-8) +1-80
O
34
+1-80
+1-80
+1-80
+1-80
+1.80
+1.80
+1-80
+1-80
+/-80
+1-80 +I.80
+1-80
+1.80
+I-80
+1-80
+/-80
+l -BO
36
+I-80
+1.80
+1-80
+/-80
+I-80
+I-80
+1-80
+/-80
+1-80
+1-80 +1-80
+1-80
+1-80
+1-80
+1-80
+1-80
38
+1-80
+1.80
+1-80
+I-80
+1-80
+1-80
+I-80
+/-80
+1-80
+1-80 +l -BO
+I80
+I-80
+I-80
40
+1-80
+1-80
+1-80
+1-80
+I-80
+1-80
+I-80
+1-80
+1-80
+1-80 +1-80
+1-80
42
+/.80
+I-80
+1-80
+1-80
+1-80
+1-80
+1.80
+1-80
+1-80
+1-80 +1-80
44
+1-80
+1-80
+1-80
+1-80
+1.80
+1-80
+1-80
+1-80
+1.80
+1-80
46
+1-80
+1-80
+1.80
+1.80
+1-80
+1-80
+1-80
+1-80
+1.80
0
48
+1-80
+1-80
+1.80
+1-B0
+1.80
+1-80
+1-80
+1-80
to
50
+/-80
+1.80
+/-80
+1.80
+1-80
+1-80
+1-80
g
52
+I-80
+1-80
+1-80 1
+1-80
+1-80
+1-79.1
to
54
+/-80
+1-80
+I-80
+1-80
+1-78.6
56
+/-80
+/-80
+1-80
+1-79.1
58+1-80
+1-80
60+1-80
+1-79.3
62
+/-80
+1.80
84
+1-80
+1-80
66
+1.80
67-718
0-80
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
7/16" LAMINATED
GLASS STACK
3/16" HEAT STRENGTHENED GLASS
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
EXTERIOR
a
f0" PVB INTERLAYER
3/16" HEAT
STRENGTHENED GLASS
1-1/16" NOM.
GLASS STACK 7/16" LAMINATED
GLASS STACK
3116" TEMPERED GLASS 0'3/1 HEAT STRENGTHENED GLASS
3/16" HEAT STRENGTHENED GLASS
7/16" AIR SPACE
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
EXTERIOR
a
PVBINTERLAYER
518"
GLASS BITE
GLASS TYPE 4
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
Imo- LONG SIDE
T-
A]
SHORT �/
SIDE
SHORT -
SIDE I
I~ LONG SIDE --�I
SHORT �/LONG
SIDE SIDE
SHORT I- _
SIDE -
PRODUCT REVISED
as complying with the Florida
Building Code 52
Acceptance No �5-15- 0. 21
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DATE: 07/02/15
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TABLE 5:
7/16" LAMINATED
GLASS STACK
3/16" ANNEALED GLASS
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
Y1s1r1111x:3
PRODUCT REVISED
Window Design Pressure (+/-, psf)for Glass Type 5
es crnnplyin8 with the Florida
Building Code tS -0528" 2(
Acceptance No 7!`
E Pirati IDate
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Lang Side (in)
Mia Dade Product
Q
67-718
72
76
80 1
84
88
92
96 1
100
104
109-1/2
30
+90/-125.4
+901-120
+90/-115.5
+901-111.5
+901-108.5
+901-106
+901-104.5
+901-103.5
+90'-1025
+901-100.7
+90'-97.9
32
+901-116.9
+9ry.110.8
+901-105.3
+9d-101.6
+901-98.7
+901.95.7
+90/-92.3
+901-90.6
+901-90.3
+1-89.9
+1.89
O
34
+901-108.9
+901-103
+901-98.8
+90'-95.1
+901-91.8
+1-88.2
+1-84.4
+1-81.5
+180.1
+1-79.8
+1-79.4
= LLI
36
+90/-102.6
+9(Y-97.1
+901-928
+1-88.9
+/-85.5
+/-826
+1.79.7
+1-77.2
+1-75.1
+1-73.4
+1-72.2
c,.)
38
+90/-98.4
+90'-92.2
+/-86.7
+1.83.2
+1-80.7
+1-78.1
+/-75.2
+/-725
+/-70.3
+/-68.5
+l-66.3
40
+901-94.6
+1-88.2
+1-82.6
+1-79.8
+1-772
+1-74.3
+/-71.3
+/-67.9
+185.1
+1-63.4
+1-61.6
Z
42
+901-91.3
+1-84.7
+1.80.7
+/-77.4
+/-74.3
+1-71.3
+/-68.2
+1-64.7
+181.6
+1-59.8
+I-58.2
44
+/-88.3
+1.82.4
+1-78.9
+I-75.4
+1-72.1
+188.9
+1-65.6
+1-622
+159.7
+/-57.5
-�--E550
46
+I-85.4
+/.80.8
+1-77.2
+/-73.6
+1-70.1
+/-66.8
+/-63.5
+I-60.3
+/57.7
}f
v
48
+1-827
+1.79.3
+1-75.6
+1-71.9
+/-68.3
+1.64.9
+1-61.5
+1-58.2
N
50
+I-80.9
+/-77.5
+I-74.1
+I-70.3
+1-66.7
+183.1
+1-59.7
Y
E
52
+1-79.1
+1-75.6
+1-72.4
+1-68.8
+I-65.1
+1-61.5
to
54
+1-77.4
+1-13.8
+1-70.5
+I-67.3
+/-63.5
56
+1-75.8
+/-72
+/88.6
+/-65.3
58
+1-74.2
+I-70.3
+1-66.8
60
1 +/-727
+1-68.7
+1-65
62
+1-71.2
+1-67.1
64
+189.7
+/-65.5
66
+/-68.3
67-7/8
+/-67
7/16" LAMINATED
GLASS STACK
3/16" ANNEALED GLASS
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
Y1s1r1111x:3
EXTERIOR
a
1-1/16" NOM.
GLASS STACK
3/16" TEMPERED GLASS
SG INTERLAYER
6" ANNEALED GLASS
5/8"
GLASS BITE
GLASS TYPE 5
7116" AIR SPACE
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
EXTERIOR
a
T Imo- LONG SIDE
f
SS HORDE/41T
I-- LONG SIDE
SHORT
SIDE
A_
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
7/16" LAMINATED
GLASS STACK
"ANNEALED GLASS
16" ANNEALED GLASS
)90" SG INTERLAYER
GLASS TYPE 7
5/8"
GLASS BITE
SHORT (-
SIDE -
I
SIDE
_ SHORT -
-� SIDE
PRODUCT REVISED
Window Design Pressure (+/-, psf) for Glass Type 7
es crnnplyin8 with the Florida
Building Code tS -0528" 2(
Acceptance No 7!`
E Pirati IDate
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By
Long Side (in)
Mia Dade Product
Q
67-718
72 1
76
80
84
88 1
92
96
100
104
109-112
30
+901-130
+901-130
+90'-130
+901-126
+901-122.6
+901-119.8
+901.118.1
+901.117
+90'-115.8
+901-112.7
+9(Y-109.9
32
+901-130
+9(Y-125.1
+901.118.9
+90'-114.6
+901-111.5
+901-108.1
+gp1.104.3
+90/-102.4
+901-102
+90/-101.4
+90-99.7
O
34
+901-123.1
+90'-116.4
+90/-111.7
+90'-107.5
+901-103.8
+901-99.7
+gp/-95.3
+90/-92.1
+901-90.5
+1-90
+1-89.6
= LLI
36
+901-116
+90'-109.8
+901-104.8
+90'-100.5
+901-96.6
+901-93.3
+/-90
+/-87.3
+184.9
+1-82.3
+/-81.2
c,.)
38
+901-111.2
+90'-104.2
+901-97.9
+901-94
+901-91.1
+1-88.2
+/-84.9
+I-81.9
+1-79.4
+1-76.4
+/-74.3
40
+901-106.9
+901-99.6
+901-93.4
+90-90.1
+/-87.2
+/-84
+1-80.5
+1-76.7
+1.73.5
+1-70.9
+1-69
Z
42
+901-103.2
+90'-95.7
+901-91.2
+1.87.4
+184
+1-80.6
+I-77
+1-73.1
+189.6
+1-66.9
+185.2
44
+901-99.7
+901-93.1
+1-89.1
+1-85.2
+1-81.4
+1-77.8
+1-74.1
+1-70.3
+/87.5
+1-63.9
-�--E550
+901-96.5
+90'-91.3
+/-87.2
+1-83.2
+1-79.2
+1-75.4
+/-71.7
+/-68.1
+185.1
}f
v+901-93.5
_
+/-89.6
+1-85.4
+/-81.2
+1-77.2
+1-73.3
+/-69.5
+/-65.8
N+901-91.4
+I-87.8+/.83.7
A. L4NN MILLER,
+1-79.4
+1-75.3
+/-71.3
+1-67.5
+1-89.4
+1.65.5
+1-81.8
+1-77.7
+1-73.5
+1-89.5
+/-87.5
+1-83.4
+1-79.6
+1-76
+/-71.8
+1.85.6
+1-81.4
+1-77.5
+/-73.8
+183.8
+1-79.4
+1-75.4
+1-821
+I-77.6
+1-73.5
.2_'01
+1-75.8
64
+1-78.8
+1-74
66
+1-77.2
67-718
+1-74.9
EXTERIOR
a
1-1/16" NOM.
GLASS STACK
3/16" TEMPERED GLASS
SG INTERLAYER
6" ANNEALED GLASS
5/8"
GLASS BITE
GLASS TYPE 5
7116" AIR SPACE
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
EXTERIOR
a
T Imo- LONG SIDE
f
SS HORDE/41T
I-- LONG SIDE
SHORT
SIDE
A_
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
7/16" LAMINATED
GLASS STACK
"ANNEALED GLASS
16" ANNEALED GLASS
)90" SG INTERLAYER
GLASS TYPE 7
5/8"
GLASS BITE
SHORT (-
SIDE -
I
SIDE
_ SHORT -
-� SIDE
PRODUCT REVISED
es crnnplyin8 with the Florida
Building Code tS -0528" 2(
Acceptance No 7!`
E Pirati IDate
��q•5v
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By
Mia Dade Product
Q
NO CHANGE THIS SHEET
DATE: 07/02/15
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No.56705
_
SZRIF
A. L4NN MILLER,
P.E.
P.E.# 58705
TABLE 7:
PRODUCTREVISED
as complying with the Florida
Building Code �S'�5FCJ•��
Acceplance No 8
Ex iratio i Dale Feb 19
19
By
Miam' ade Product nlrol
a
NO CHANGE THIS SHEET
2i
DATE: 07/02/15
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80
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100
104
109-112
112
118
120
124
128
132 136 140 144
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+90/-130130
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+901-130
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32
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+901-130
+90/-130
+901-130
+901-130
+901-130130
+901-130
+901-130
+901-130
+901-130
r90/-130
+901-130
+901-130
+901.130
+901-130
+901.130 +901-130 +901-130
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+901-130
+901-130
+901-130
+901-130
+901.130
+901-130
+901-130
36
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+901-130
+901-130
+901-130
+901.130
+90/-130130
+901-130
+901-130
+901-130
+90/-130
+901-130
+901-130
+90/-130
+901-130
+901-130
SS/ONAI �C,
38
+901-130
+901-130
+901-130
+901-130
+901.130
+901-130-130
+901-130
+901-130
+901-130
+901-130
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+901-129.2
+901-127.3
40
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+901-130
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+901-130
+901-130
+901-130-130
+901-130
+90/-130
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+901-122
42
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+901-130
+901-130-130
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+9d-123.2
+90'-119.7
+901-116.4
44
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+901-130
+901-130
+901-130
+901-130-130
+90'-124.5
+901-119.4
+901.115
46
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58
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60+901-130
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82
+901-130
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64
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66
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NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
1-1/16" NOM. HORIZONTALLY AS SHOWN.
7/16" LAMINATED l� GLASS STACK 7/16" LAMINATED LONG
GLASS STACK - GLASS STACK SIDE
3/16" HEAT STRENGTHENED GLASS �F LONG SIDE
.090" SG INTERLAYER 3/16" TEMPERED GLASS 3/16" HEAT STRENGTHENED GLASS
3/16" HEAT
3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE .090" SG INTERLAYER SHORT
4 11 5 11 / SHORT
f
USED AT CURVED USED AT CURVED
FRAME MEMBERS ONLY 29 5/8" FRAME MEMBERS ONLY 29 5/8"
@ 11-7/8" O.C. MAX. GLASS BITE @ 11-7/8" O.C. MAX. GLASS BITE
1-3 1-3 T I�-- LONG SIDE — ►I
EXTERIOR EXTERIOR }
20 13 a 22 21 13 SLONG
S DET �� SIDE
GLASS TYPE 6 GLASS TYPE 8
_ SHORT -
-- SIDE r
PRODUCTREVISED
as complying with the Florida
Building Code �S'�5FCJ•��
Acceplance No 8
Ex iratio i Dale Feb 19
19
By
Miam' ade Product nlrol
a
NO CHANGE THIS SHEET
2i
DATE: 07/02/15
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A. LYNN MILLER,
P.E.
P.E.# 58705
EDGE
DISTANCE
INSTALLATION
TYPE A
WINDOW EXTERIOR
BUCK
HEIGHT
TIP -TO -TIP
WINDOW
HEIGHT VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2 -3/4"
EMBED
1 a.
INSTALLATION EDGE
DISTANCE
TYPE B
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
DENT T
]lf II
EDGE
Substrate
a
DISTANCE
Max 0' C.
Spacing
#12 or #14 410 SS Screw
�I1/4" MAX j
9/16'
1.318"
SHIM 1
Aluminum, 6063-T5 min. 318' 0.063"'
12'
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 8, THIS SHEET
USED AT CURVED
FRAME MEMBERS ONLY °
@ 11-7/8" O.C. MAX. CONCRETE/CMU °
PERANCHOR
REQUIREMENT
1/4" MAX. SHIM
#12 STEEL
SELF -DRILLING SMS
(G5), SEE TABLE 8,
THIS SHEET
INSTALLATION
METHOD D
INSTALLATION ANCHOR
UNDERNEATHTHE
BEADING
INSTALLATION
TYPE C
— EMBEDMENT
1/4" MAX
SHIM
EXTERIOR
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 8,THIS SHEET
41/4" MAX SHIM
} 1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
CONCRETE PER
° ANCHOR
s REQUIREMENT
INSTALLATION NOTES:
INSTALLATION
TYPE B
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 8, THIS SHEET
EXTERIOR \
1� 1�
VISIBLE LIGHT WIDTH =
WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH
TIP -TO -TIP WINDOW WIDTH
HORIZONTAL SECTION A -A
EMBEDMENT
e oe a
EDGE
DISTANCE
r
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
Max 0' C.
Spacing
#12 or #14 410 SS Screw
P.T. Southem Pine (SG=0.55)
9/16'
1.318"
12"
Aluminum, 6063-T5 min. 318' 0.063"'
12'
A36 Steel 3/8' 0.063" '
12"
Steel Stud, Gr. 33 min. 318' 0.045' (18 Ga) '
12"
#12 or #14 Steel Screw (G5)
P.T. Southern Pine (SG=0.55)
9116"
1-3/8"
12'
Aluminum, 6063-T5 min. 318° 0.063' '
12'
A36 Steel 3/8" 0.063' *
12"
Steel Stud, Gr. 33 min. 318' 0.045' (18 Ga)'
12'
1/4" 410 SS CreteFlex
Ungrouted CMU, (ASTM C-90)
2-112'
1-114'
12'
Concrete (min. 3.35 ksl) 1' 1-3/4'
12'
1l4' Steel Ultrecon
Concrete (min. 2.85 ksl)
1'
1-3/4"
12'
Concrete (min. 2.85 ksi) 2-112" 1-3/8"
12'
Ungrouled CMU, (ASTM C-90) 2-112" 1.1/4'
12"
Grouted CMU, ASTM C-90 2-1/2" 1-314"
12"
5116" Steel Ultrecon
Concrete (min. 3.5 ksl)
1-1/4'
1-3/4'
12"
Grouted CMU, ASTM 0-90 2-1/2" 1-3/4"
12'
MIN. OF 3 THREADS BEYOND I HE Nit i IAL aUDa i i I C.
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE
TYP. ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-112" THICK OR GREATER.
AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
SUBSTRATE, SEE TABLE 8, THIS SHEET JURISDICTION.
VERTICAL SECTION B -B 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
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DATE: 07/02/15
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No.56705 gY
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ANAL
A. LYNN MILLER, P.E.
P.E.# 58705
EDGE
DISTANCE
INSTALLATION
TYPE E
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2-3/4"
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
EMBEDMENT
A'1/4" MAX
7 1 SHIM
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
1/4" MAX. SHIM
#12 STEEL
SELF -DRILLING SMS
(G5), SEE TABLE 9,
THIS SHEET
INSTALLATION
TYPE H
CONCRETE/CMU
PERANCHOR
REQUIREMENT
EXTERIOR
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 9,THIS SHEET
INSTALLATION
INSTALLATION
1X WOOD BUCKSTRIP,
EXTERIOR
SEE NOTE 2, THIS SHEET
TYPE G
TYPE F
EMBEDMENT
EMBEDMENT
WINDOW BUCK WIDTH -2-3/4"
EMBEDMENT
1X WOO,THISSEET
SEE NOTE 2, THIS SHEET
12'
` a
CONCRETE/CMU
yl SHIM
TYP. ANCHOR TYPE, EMBEDMENT AND
TYPE F DISTANCE
EDGE
12°
-
EDGE DISTANCE PER SUBSTRATE,
A36 Steel 3/8" 0.083' `
DISTANCE
Steel Stud, Gr. 33 min. 3I6' 0.045" (18 Ga) •
B
SEE TABLE 9, THIS SHEET
Ungrouted CMU, (ASTM C30)
2-112"
EDGE
12"
Concrete (min. 3.35 ksi) 1' 13/4'
-.-
114" Steel Ultrecon
DISTANCE
1'
1-3/4'
12'
I1
12"
s
12'
Grouted CMU, ASTM C-90 2-1/2" 1-3/4'
12"
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
1/4" MAX. SHIM
#12 STEEL
SELF -DRILLING SMS
(G5), SEE TABLE 9,
THIS SHEET
INSTALLATION
TYPE H
CONCRETE/CMU
PERANCHOR
REQUIREMENT
EXTERIOR
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 9,THIS SHEET
Anchor
1 1/4" MAX SHIM
Min. Edge
Distance
1X WOOD BUCKSTRIP,
EXTERIOR
SEE NOTE 2, THIS SHEET
°
°
° CONCRETE PER
EMBEDMENT
°' ANCHOR
WINDOW BUCK WIDTH -2-3/4"
REQUIREMENT
WINDOW BUCK WIDTH
12'
INSTALLATION
CONCRETE/CMU
I EDGEa
TYP. ANCHOR TYPE, EMBEDMENT
TYPE F DISTANCE
AND EDGE DISTANCE PER
12°
SUBSTRATE, SEE TABLE 9, THIS SHEET
VERTICAL SECTION D -D
Anchor
a
Min. Edge
Distance
Min. Embedment
EXTERIOR
#12 or #14 410 SS Screw
15 1�
9/16'
VISIBLE LIGHT WIDTH = 5
12"
WINDOW BUCK WIDTH -2-3/4"
12'
WINDOW BUCK WIDTH
12'
Steel Stud, Gr. 33 min. 3/8'1 0.045' 18 Ga '
CONCRETE/CMU
#72 or #14 Steel Screw (G5)
PERANCHOR
HORIZONTAL SECTION C -C
REQUIREMENT
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
Max O.C.
Spacing
#12 or #14 410 SS Screw
P.T. Southam Pine (SG=0.55)
9/16'
1-3/8'
12"
Aluminum, 6063-T5 min. 3/8' 0.063' •
12'
A36 Steel 3I8' 0.063" •
12'
Steel Stud, Gr. 33 min. 3/8'1 0.045' 18 Ga '
12'
#72 or #14 Steel Screw (G5)
P.T. Southern Pine (SG=0.55)
9/16'
1-3/8'
12°
Aluminum, 6063-T5 min. 3/8' 0.063° •
12'
A36 Steel 3/8" 0.083' `
12"
Steel Stud, Gr. 33 min. 3I6' 0.045" (18 Ga) •
12'
114" 410 SS CreteFlex
Ungrouted CMU, (ASTM C30)
2-112"
1-1/4"
12"
Concrete (min. 3.35 ksi) 1' 13/4'
12"
114" Steel Ultrecon
Concrete (min. 2.65 Is!)
1'
1-3/4'
12'
Concrete (min. 2.85 ksi) 2-1/2" 13/8'
12"
Ungrouted CMU, (ASTM C-90) 2-1/2' 1-1/4"
12'
Grouted CMU, ASTM C-90 2-1/2" 1-3/4'
12"
5116' Steel Ultracon
Concrete (min. 3.5 ksi)
1-114'
1-3/4°
12"
Grouted CMU, ASTM C-90 2-1/2" 1314°
12'
' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRAI Im.
INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-112" THICK OR GREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
PRODUCT REVISED
as complying with the Florida�
Code
BuildingcAcceptance '5.0520•2G
Acceptance No
--EV;ration Dale )q
F3y
1ie Dade Product ntr
3"1",
Q
NO CHANGE THIS
SHEET
c,
DATE: 07/02/15
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A. LYNN MILLER,
P.E.
P.E.# 58705
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, -I
SEE TABLE 10, THIS SHEET
INSTALLATION
TYPE
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2 -3/4"
INSTALLATION
TYPE J
2X WOOD BUCKSTRIP
EMBEDMENTOR FRAMING, SEE
_� NOTE 2, THIS SHEET
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
EDGE EDGE
DISTANCE DISTANCE
1/4" MAX
SHIM
114"N
INSTALLATION
TYPE L
#10 STEEL
SELF -DRILLING SMS
(G5), SEE TABLE 10,
THIS SHEET
2X WOOD BUC
OR FRAMING,
NOTE 2, THIS SHEET
EMBEDMENT
L
INSTALLATION
TYPE J
---�1/4" MAX
SHIM
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
�1/4" MAX SHIM
EDGE DISTANCE
I
OR
M
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 10,THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT
-►— EMBEDMENT AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 10, THIS SHEET
VERTICAL SECTION F -F
INSTALLATION
TYPE K
EDGE DISTANCE --�
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET
EMBEDMENT
11 EXTERIOR
4 11
VISIBLE LIGHT WIDTH i 5
WINDOW BUCK WIDTH - 2-314"
WINDOW BUCK WIDTH
HORIZONTAL SECTION E -E
MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
RODUCT REVISED
s complying with the Florida
tuilding Code '57-0%
(1
,pita ioll 4, �C
expiration Date
Min. Edge
Max. O.C.
Anchor
Substrate
Distance
Spacing
2-1/2" x .113" Box Nail
P.T. Soulhem Pine (SG=0.55)
5/16"
5"
2-1/2" x .131" Common Nail
P.T. Southern Pine (SG=0.55)
3/8"
5"
2-1/2" x .145" Roofing Nail
P.T. Southern Pine SG=0.55
3/8"
5"
P.T. Southern Pine (SG=0.55)
1/2"
5"
a7°G
0.093" Aluminum, 606345 min.
5/16"
5"
#10 x 1" Steel Screw'
1/16" A36 Steel
5/16"
5"
Ll1
Z
0.045" 18 Ga Steel Stud, Gr. 33
5/16"
5"
MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
RODUCT REVISED
s complying with the Florida
tuilding Code '57-0%
(1
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expiration Date
IL.YNIA/
,� .• ocEnag' •�Fn
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No.58705
STATE OF \�
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No.58705
STATE OF \�
UNAL v�YG
i111111tttt
A. LYNN MILLER, P.E.
P.E.# 58705
2X WOOD BUCKSTRIP
EDGE OR FRAMING, SEE INSTALLATION TYPE M INSTALLATION
DISTANCE NOTE 2, THIS SHEET
INSTALLATION TYPE M ' FOR THIS INSTALLATION TYPE N
EMBEDMENT METHOD ONLY,
FOR THIS INSTALLATION ANCHORS MAY BE NO
METHOD ONLY, 1/4" MAX •MORE THAN 6" O.C.
ANCHORS MAY BE NO EMBEDMENT SHIM 1X WOOD BUCKSTRIP, SEE
• MORE THAN 6" O.C. 1 1 O 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET
�L OR FRAMING, SEE
NOTE 2, THIS SHEET /
�1/4" MAX TYP. ANCHOR TYPE, EMBEDMENT AND II
3 SHIM EDGE DISTANCE PER SUBSTRATE,
6 SEE TABLE 11, THIS SHEET
4 TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
11 SEE TABLE 11, THIS SHEET O�
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2 -3/4"
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" D.C. MAX.
EDGE I� I �I(/,.\I
DISTANCE �I �I I� I����( �� �
CONCRETE/CMU
PERANCHOR
REQUIREMENT
1/4" MAX. SHIM
INSTALLATION TYPE O
IFOR THIS INSTALLATION
METHOD ONLY,
ANCHORS MAYBE NO
• MORE THAN 6" O.C.
#12 STEEL
SELF -DRILLING SMS
(G5), SEE TABLE 10,
THIS SHEET
21 TYP. ANCHOR TYPE, EXTERIOR
6 EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 11, THIS SHEET
5�1/4" MAX SHIM MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
INSTALLATION TABLE 11,THIS SHEET
TYPE N 1X WOOD BUCKSTRIP,
C7 SEE NOTE 2, THIS SHEET
EDGE
DISTANCE
VERTICAL SECTION H -H
�J J
VISIBLE LIGHT WIDTH = ►{
WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH
INSTALLATION NOTES:
HORIZONTAL SECTION G -G
Teal P 41-
EMBEDMENT
T
Min. Edge
Distance
EDGE
Max. O.C.
Spacing
DISTANCE
P.T. Southam Pine SG=0.55
9/16"
1318"
CONCRETE/CMU
PERANCHOR
REQUIREMENT
A36 Steel 3/8" 0.063" •
6"
Steel Stud, Gr. 33 min. 318" 0.045" 18 Ga '
6'
#12 or #14 Steel Screw (G5)
P.T. Southam Pine SG=0.55
9/16"
1318"
6"
Aluminum, 6063-T5 min. 3/8" 0.063' •
6"
A36 Steel 318' 0.063' •
6"
Steel Stud, Gr. 33 min. 3/8' 0.045" 18 Ga •
8"
$
Ungrouted CMU, ASTM 090)
2-112"
1-1/4"
12"
Concrete (min. 3.35 kst) 1" 13/4"
12"
a
Concrete min. 2.65 ksi
1"
1-314"
12"
Concrete min. 2.85 ksl 2-112" 13/8"
12"
CMU, ASTM 090 2-1/2' 1-1/4"
12'
—Ungrouted
Grouted CMU, ASTM 090 2-112" 1-314"
12"
5116" Steel Ullrecon
Concrete min. 3.5 ksi)
1-114"
1-314"
12"
VERTICAL SECTION H -H
�J J
VISIBLE LIGHT WIDTH = ►{
WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH
INSTALLATION NOTES:
HORIZONTAL SECTION G -G
Teal P 41-
EMBEDMENT
EXTERIOR
Anchor
T
Min. Edge
Distance
EDGE
Max. O.C.
Spacing
DISTANCE
P.T. Southam Pine SG=0.55
9/16"
1318"
CONCRETE/CMU
PERANCHOR
REQUIREMENT
EXTERIOR
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
Max. O.C.
Spacing
#12 or#14 410 SS Screw
P.T. Southam Pine SG=0.55
9/16"
1318"
6'
Aluminum 6063-T5 min. 3/8' 0.083"'
6"
A36 Steel 3/8" 0.063" •
6"
Steel Stud, Gr. 33 min. 318" 0.045" 18 Ga '
6'
#12 or #14 Steel Screw (G5)
P.T. Southam Pine SG=0.55
9/16"
1318"
6"
Aluminum, 6063-T5 min. 3/8" 0.063' •
6"
A36 Steel 318' 0.063' •
6"
Steel Stud, Gr. 33 min. 3/8' 0.045" 18 Ga •
8"
1/4" 410 SS CreteFlex
Ungrouted CMU, ASTM 090)
2-112"
1-1/4"
12"
Concrete (min. 3.35 kst) 1" 13/4"
12"
1/4' Steel Ultracon
Concrete min. 2.65 ksi
1"
1-314"
12"
Concrete min. 2.85 ksl 2-112" 13/8"
12"
CMU, ASTM 090 2-1/2' 1-1/4"
12'
—Ungrouted
Grouted CMU, ASTM 090 2-112" 1-314"
12"
5116" Steel Ullrecon
Concrete min. 3.5 ksi)
1-114"
1-314"
12"
Grouted CMU, ASTM 090 2-112" 1-314'
12'
• MIN. OF 3 THREADS BEYOND THE METAL SUBS I HAIL.
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
PRODUCT REVISED
as conplying with the Florida
Building Code n
Acce''ncc No IS– 4�
' Dale QQ)q
pirauon
By
Mita a e ro ucl Control
NO CHANGE THIS SHEET
DATE: 07/02/15
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50705
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A. LYNN MILLER, P.E.
P.E.# 56705
ALL CORNERS TO
USE GASKET
AND/OR SEALANT
/
TARLE 12'
ASSEMBLY DETAILS FOR
FLANGE & EQUAL -LEG FRAMES
90°CORNER
FRAME ASSEMBLY
AN:
FRAME ASSEMBLY
ALL CC
USE
AND/OI
EQUAL -LEG FRAME
`—FLANGE FRAME
EQUAL -LEG FRAME MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS
FLANGE FRAME (SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANT AT ALL CORNERS
Item
PGT Part#
Description
Material
1
4253C
Flanged Frame
Alum. 6063-T5
2
4285
Equal -leg Frame
Alum. 6063-T5
3
4256
Integral Fin Frame
Alum. 6063-T5
4
4255
7/16" Lami. Glass Beading
Alum. 6063-T5
5
4254
I.G. Glass Beading
Alum. 6063-T5
6a
4270
Installation Fastener Cover
Alum. 6063-75
6b
4224
Installation Fastener Cover
Rigid PVC
10
705890
Gasket (at 900 corner joints)
Polyethylene
11
TP247/8
Vinyl Bulb Weatherstrip
Flex PVC, Duro. 65+/-1
13
Dow 699, GE 7700 Silicone or Equiv.
,re
UMOlO
20
71652K
Setting Block, Mono. 3116"x 7/115'x 4"
Neoprene, Duro. 85 +/-1
21
71704AK
Setting Block, I.G. 3116" x 1-3/37' x 4"
Neoprene, Duro. 85+/-1
22
DURAK716 7/16" DuraSeal Spacer
29
j#6 x 1-1/4" FH SMS
Stainless Steel
30
781PQX
1#8 x 1" Quad PH SMS
Stainless Steel
ASSEMBLY DETAILS
2 FIN FRAMES
2.784"
.094"
.074" .062"
1.875" T
438" }
1.000"
500"
i.050"3000
OFLANGE FRAME
#4253C,6063 -T5
J� .9n
70" .875"
--►��— .050"
7/16" LAM]
OGLASS BEADING
#4255, 6063-T5
ANGLED/CURVED
FRAME ASSEMBLY
MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANT AT ALL CORNERS
2.784"
.094" --►a L
.074" 062"
1.375"
500" .438" I -
—�-�I4— .050"mooc
OEQUAL -LEG FRAME
#4285, 6063-T5
2.784"
.094"
.074" .062"
1.375"
500" 438"
.050"100W
1.125"
.077"
3 FIN FRAME
#4256, 6063-T5
11.037"
.050+
INSTALLATION
6a FASTENER COVER
#4270, 6063-T5
y -�{ .346"
as complying with the Florida
Building Code (5" 5 2G
AcceplanceNo 5
E� iral10n Date -2019
By
.875"�
" ll
.050"
I.G. GLASS
5
BEADING
#4254, 6063-T5
2.784"
.094"
.074" .062"
1.375"
500" 438"
.050"100W
1.125"
.077"
3 FIN FRAME
#4256, 6063-T5
11.037"
.050+
INSTALLATION
6a FASTENER COVER
#4270, 6063-T5
PRODUCT REVISED
as complying with the Florida
Building Code (5" 5 2G
AcceplanceNo 5
E� iral10n Date -2019
By
Miamade Product Con rot
NO CHANGE THIS SHEET
DATE: 07/02/15
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