HomeMy WebLinkAboutNOA- ALUMINUM FIXED WINDOWM IAM I -MADE ML Mi-DADS COUNTY
0 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) .miamidade.aov/economy
PGT Industries, Inc.
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 Miami —Dade County 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 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control 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 entirety.
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 NOA# 16-0629.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0614.11
Expiration Date: Fe a 49 19
Approval Date: O 2 1Tv
j Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105.01)
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with. revision C dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, DurasealO spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No.16-0629.14)
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
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 NOA No.13-0502.03)
3. 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)
orge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No.17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51"
Edition (2014) and FBC-6;b Edition (2017), dated 09/15/17, 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).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their
"SentryGIas® (Clear and White) Glass Interlayer" 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 lb/ in.
Jorge M. Plasencia, P.E.
P uct Control Unit Supervisor
NOA No.17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-6" Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No.16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E.
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, P.E.
5. 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)
6. 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. 16-0629.14, issued to PGT Industries for their Series "PW-
701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring
on 02/19/19.
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-3
GENERAL NOTES: SERIES 720/820 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 (H 4
48•TIP-TO-TIPWWTH
4TBUCKWIDTH -+
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS
REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30• IN THE
44-IIV VISIBLE y
HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED.
LIGHT WIDTH
_
—1
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
B, SHEET 6
MIAMI-DADS COUNTY APPROVED MASONRY ANCHORS. MATERIALS
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER
ANCHOR TYPE.
4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED SHEET fi
1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X
ARE 1-1/2' 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 12. MAX.
OF THE ENGINEER.(EOR) OR ARCHITECT OF RECORD,(AOR). D.C.
5) ANCHOR EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL
DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT.
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE
FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCEOF -
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE
OF THESE INSTRUCTIONS.
6" MAX.
EFT 6 BUCK SHEET
HEIGIiT L
92-114' L� -
VISIBLE 12' MAX.
.LIGHT O.C.
HEIGHT
as"
TIP -TO
TIP
HEIGHT 1 _
i_
48• BUCK WIDTH
45-114• VISIBLE �J
LIGHT WIDTH
,J—
�n cuFcr' f 1 V MA'
DESIGN PRESSURE RATING
IMPACT RATING
VARIES,
SEE SHEETS 2-5
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
48° BUCK WIDTH
45-1/4•VI518 ��I�
LIGHT WIDTH
_lu, SHEET 8 2' MAX;
kSH ET?
—
96°
BUCK
HEIGHT
I E,SHEETS
G. SHEET9
I
i 1
E,SHEET I
G, HEETB
931/4°
T--
--
/
VISIBLE
83-IW
I
LIGHT
VISIBLE
LIGHT
J
/
HEIGHT
HEEIGHIGH
T
96"
6" MAX.
I
BUCK
HEIGHT
D.C.
i
kal
6) MAX 1/4• SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE T
THE PRODUCT IS NOT FLUSHTO THE SUBSTRATE. USESHIMS CAPABLE + - 6• � 12"MAX•OC F, SHEETS
OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST j B —"'� (-+— 12" MAX. MAX SHEET 7 I �— T MAX H. SHEET 8
BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY 6' MAX. SHEETS ���jjj }�--- 5° MAX. O.C.
THE WINDOW.
TYP, FLANGED FRAME TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION
7) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLETEST ELEVATION (TESTED UNIT) ELEVATION (TESTED UNIT) (TESTED UNIT)
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, FIGURE 1:
STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS 1Y O.C.
PERASGN LOAD GUIDE TOENER SHOTS: MAX
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. GENERAL NOTES......._.._.._..-. 1
8 THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS... LS ................. .....,....._..... ..1
GLAZING DETAILS.... 2-6
MIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN DESIGN PRESSURES.... _........... 2-5 12'O.C.
PRESSURE. THE 33-1/311. STRESS INCREASE HAS NOT BEEN USED IN INSTALLATION, FLANGE__.. 6 MAX.
THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION, EQUAL -LEG.—.. 7
USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT INALLA'TION, INr. FIN A--_-.8 1 )
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET INSTALLATION. INT. FIN B_.........9 J� /
THE REQUIREMENTS OF THE FLORI75A BUILDING CODE FOR CORNERASSEMBLY......_...__.. 10
CORROSION RESISTANCE 6"
EXTRUSION PROFILES.__........_.11 MAX
9) REFERENCES: TEST REPORTS FTL3835, 3850 & 7212; ELC.O PARTS UST_._..........._.._........--.11
ULTRACON NOA; ELCO CRETEFLEX NOA; ANSUAF&PA NDS FOR
WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL TABLE 1:
10) THE 720 SERIES USES A PVS INTERLAYER, THE 820 SERIES
USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAYALSO BE
REFERRED AS THE 701 SERIES.
CODES / STANDARDS USED:
02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
02014 FLORIDA BUILDING CODE (FBC), STH EDITION
�ASTM E1300-09
ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
&ALUMINUM DESIGN MANUAL, ADM-2015
bAISI 5100-12
-AISC 360-10
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'SG'="KURARAY SENTRYGLAS INTERLAYER° BY KURARAYAMERICA, INC.
'PVB-='KURARAY TROSIFOL® PVB INTERLAYERBY KURARAY AMERICA INC.
SHAPES AS SHOWN BELOW OR SIMILAR, MAYBE 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 S• MAX FROM CORNERS AND 12" O.C. MAX FOR ALL CURVED FRAME
MEMBERS, SEE FIGURE 1, THIS SHEET.
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as eomptying with Me Florida
Building Coda
.op -No. 17-0614.11
Expiration ipAo 02/19/2019
JR - 06/08/17 - UPDATED
o ANCHORAGE TO FBC 2017.
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711E LAMINATED
GLASS STACK
.090" PVB INTERLAYER
3116" HEAT STRENGTHENED GLASS
3116' ANNEALED GLASS
4 11
USED AT CURVED
FRAME MEMBERS ONLY 2g
518" LONG SIDE
I -
®11-7l8' O.C. MAX
GLASS SITE
1-3
SHORT
EXTERIOR
SIDE
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13 IIL
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GLASS TYPE 1
I+- LONG SIDE
SHORT 6/
SIDE 9�
I
TABLE DIMENSIONS MAYORIENTED
Y OR
SHOWN.
TABLE 3•
HORIZONTALLY
1-1/16' NOM.�
LAMINATED
GLASS STACK I -�.I
I.� GLASS
GLASS STACK
311E HEAT
STRENGTHENED GLASS
3/16" TEMPERED GLASS
THE AIR SPACE
3/1EANNEALED GLASS
SHORT
0901PVB -`I
INTERLAYER -"I SIDE
11
5
USED A7 CURVED
FRAME MEMBERS ONLY 29
5J8"
(c 11-7/S' O.C. MAX.
GLASS BITE
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EXTERIOR
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�-1 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 ARCH TTECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
Window Design Pressure (+}, psti7farC,tass Type 1
Long (in)
87-7/8
72
76
80
Bd
68
92
98
100
104
109_t12
30
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Window Design Pressu
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0614.11
Expiration Date 02/19/2019
NO CHANGES THIS SHEET.
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Window Design Pressure (+/-, psq for Gass Types 2 & 4
Lmg Side [h)
87-7/8
72
78
60
84
88
92
96
100
104
109-1/2
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+/-80
+1-80
+/$0
54
+/$0
+/-so
+1$0
+/$0
+/-78.6
56
+1-80
+1-80
+1$0
+1-79.1
58
+I-80
+1 so
+l$0
60
+1$0
+1430
64
+1.80
+/$0
66
7F80
W-7/8
+1-80
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 wrrHim.
7/18" LAMNATED
GLASS STACK
090° PVB INTERLAYER
3/16' HEAT
3/16" HEAT STRENGTHENED GLASS
4 {{
USED AT CURVED
FRAME MEMBERS ONLY yg
51W
@ 11.7/8" O.C. MAX
GLASS BM
'1-1/16" NOM.
GLASS STACK LAMINATED
GLASS STACK
3/16"TENIPERED GLASS 3116' HEAT STRENGTHENED GLASS
3/1W HEAT STRENGTHENED GLASS
7/16-AIRSPACE _ .o9o"PVBINTERLAYER
USED AT CURVED
FRAME MEMBERS ONLY
aQ 11-7/8" O.C. MAX.
i
6/8
GLASS SITE
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
LONG SIDE
4
SHORT
SIDE
_—1 SHORT
—^'�7 SIDE
EXTERIOR I u,
EXTERIOR
4v'
LONG SIDE ---��
20 13
GLASS TYPE 2
GJ s•te 21
GLASS TYPE 4
SHORT k
SIDE f�
LONG
SIDE
SHORT
SIDE
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-Na. 17-0614.11
Expiration Date 02/1912019
NO CHANGES THIS SHEET.
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0 :� ST
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A LYNN MILLER, P.E.
P.E# 587D5
Window Design Pressure (+1., psQ for Glass Type 5
Lang Side(m)
67-718
1 72
76
1 80
S4
BB
1 92
98
10D
104 1
109.1/2
30
+99l-125.4
+901-120
+901.115.5
1 +90t111.5
+901-110S.5
+901-108
+9M_1045
+901.103.5
+9ry_1025
+901-100.7
+901.97.9
32
+901-116.9
+90!-1108
+901-105.3
+9VA(Ii.6
+901.987
+--V-95.7
+901-923
+901-90.6
1 +901-90.3
+189.9
+149
34
+0408.9
+901-103
4901.98.8
+90(95.1
+901-91.6
N488.2
+1-84.4
.1-81.5
1 + 80.1
+1-79.8
+/-79.4
36
+g01.102.8
+901.97.1
+901-928
+r88.9
+195.5
+1426
+1-79.7
+1.77.2
F +1-75.1
+/.73.4
+1.722
38
+991914
+90r-92.2
+1.86.7
+14KL2
+1-80.7
+1.781
+/-75.2
+1-725 1
+770.3
+I-68.5
41-W.3
40
+991.94.8
+146.2
+14i28
+1-79.8
+! 77.2
+/-74.3
+1-71.3
+187.9
1 +/85.1
+483.4
+/51.6
42
- +901a 3
+/ 84.7
+(410.7
+I-77.4
+1-74.3
+1.71.3
+1-68.2
+/.BC7
1 +181.6
+1.59.8
+/-%.2
44
+1883
+/-V-4
+1.789
+/-75.4
+1.721
N889
+1-65.6
+1.822
-1-%7
+IS7.5
46
+1-BE4
+1-80.8
+/.77.2
+1-73.6
+1-70.1
1 .1-668
+1-63.5
+/ i%3
+/-57.7
48
+/4827
:149,3
+/-75.6
+1-71.9
+1-6&3
1 +1.649
+M.5
+1.58.2
50
+14809
1 1-77.9
+1.741
+1-70.3
-1-66.7
+/-6al
+159.7
C
N 52
+1-79.1
1 +/-758
+1-724
«1-6&B
+185.1
+l81.5
54
+1-77.4
1 +1.73.5
+1.70.5
+/417.3
+/53.5
58
+1-758
+172
+/468.6
+185.3
58
+I-74.2
+1-70.3
+158.8
80
+1-T2.7
+156.7
+/465
62
41.71.2
+187.1
64
+14A7
+f48.5
66
+l46113
67718
+1-67
1Nmdow Design Pressure (+F, psf) for Glass Type 7
Longs Me (in)
67-7/8
1 72
76
80
84
1 88
t 92
86
100
104
totOr2
30
+90/-130
1 +SV-130
+90/-130
+W-126
+90/-122.6
+901-119.8
4601-118.1
+901-117
+801-1%8
+80/-1127
+901-109.9
32
•+0-130
.301-125.1
+90r.118.9
+90r•1148
+901-111.5
+80/-IM.1
+901.104.3
+90%1024
+90%102
+901-101.4
+SW-99.7
34
+901-123.1
-&-116.4
+901-111.7
+9N-1075
+90/-103.8
+WIA9.7
+9G 95.3
+BC11J21
+801,90.5
*I90
+/-88,6
38
+901-110
+901-109.8
+9N-1D4.8
+W-100.5
t90198.8
+901 J3.3
+1-90
+/-87.3
+1�4.9
+(-823
+/912
38
+W-111.2
+9N-104.2
+9097.9
+60/94
+901-91.1
+198.2
-1-84.9
+1-81.9
+/-79A
+1-78.4
+/74.3
40
+80/-1D8.9
+eW99.6
4W- 3.4
+90F90.1
+1-97.2
+1-84
+190.6
+1-76.7
+/-73.5
+1-70.9
+/.69
42
+80/-103.2
+M-05.7
+9 19`1.2
+1.87A
- +1.84
N490.6
+1 T7
+( 73.1
+/.69.8
+(88.9
.1.65.2
,., 44
+9a99.7
+901.93.1
+l89.1
+1.852
+1.81A
+I.7.6
+/74.1
+/-70.3
+1.67.5
083.9
46
+901-95.5
+90/91.3
+/-87.2
1 +/-83.2
+/49.2
775.4
+/-71.7
+/-68.1
1 */-69.1
g 4B
+8 -W 5
+1-89.6
+/415.4
+/-81.2
+1-772
+/--73.3
+/.69.5
+1-85.6
fA 60
+90(91A
+1-67.6
+193,7
+1-79.4
+1-75.3
N.71.3
+/-67.5
62
+J-W.4
+1-85.5
+/411.8
+1-77.7
+I-735
+/99.5
rn 54
+1487.5
+1413.4
+1-79.6
+1-76
+/ 71.8
56
+/-85.6 .
+1.81.4
+1-77.5
+/-73.8
68
+1.83.8
+1.79.4
+/-75.4
60
+/4IZ1
+1-77.6
+1.73.5
62
+/-90.4
+/75.8
84
+.Ms
+/-74
66
+! 77.2
67.7/8
M-74.9
7116' LAMINATED
GLASS STACK
ter`
INTERLAYER
ANNEALED GLASS
3/16
USED AT CURVFRAME
MEMBERS ON/8'L11-7/8'
4O-S
Q.C. MS
BETE
LONG SIDE
EXTSHORT
SIDE
GLASS TYPE 5
4-�.- LONGSIDE -►-I
T_
SHORT
SIDE
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLYAS SHOWN.
1-1/16' NOM.
GLASS STACK 7116" LAMINATED
GLASS STACK
3f16-TEMPERED GLASS 3/16'ANNEALED GLASS
3110" ANNEALED GLASS
7/16' AIR SPACE ,090' SG INTERIAYER
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
GLASS TYPE 7
GLASS SITE
n
i
SHORT f
SIDE
LONG
SIDE
_I SHORT
SIDE
PRODUCT REVISED
ee complying with the Florida
Building Code
Noa No. 17-0614.11
Expiration Date 02M 912019
By
NO CHANGES THIS SHEET.
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* : No.58705
iy
"'7�S�ONAL 11%G\•
A LYNN MILLER, P.E
P.E.#58705
Window Design Pressure (+* psq for Glass Types 6 & 6
Long Side (in)
67-7/8
1 72
TEL
I 80
54
88
92
96
100
104
1 109-lt2
112
116
120
124
1 128
132
135
140
144
30
+901-130,
1 +901-130
+901-130
1 +901-130
+901-130
teW-130
.901.130
+901- 330
+901-130
+901430
+901-130
+901.13?
+90/•130
+901-130
+901-130
+901-130
QW-130
+9W-130
+901-130
+901430
32
+9W-130
+9W-130
+901.130
+901-13D
+901.130
+9W- 30.
+901.130
+M-130
+901.130
+901430
+901.130
+9W430
+901-130
+901-130
+901-130
+901-130
+9W-130
+9W130
+901-130
+9W130
34
+901.130
+901-130
7201-130
+901-130
+9W130
a901-130
+9W-130
+90t-130
10-130
+9W-13D
+901-130
7W-130
+901-130
r9W-130
+904130
+901.130
+901-130
.36
+907-130
+9W-130
+90/-13D
+90AIM
+M-130
+90/-130
+ -130
+90t-130
+901-130
+9&,l3D
+9W-130
+901.130
+901.130
+9W.130
+901-130
+90/-13D
38
+9131-130
+9W-130
+90/-130
+9W-130
+901-130
+901-130
+W-130
r901-130
+901-130
+901.13g
+901.13D
+SW-13D
+90/-129.2
+901-127.3
40
+90t-130
+904130
+9W-130
+9W-130
+9W.130
+SW-1
+901-130
+901-130
+9W130
+9W-125.8
+901-1232
+901-122
42
+901-130
+9W130
+90/ 130
+901-130
+901430+SW-130
a9W-130
+9U-129.3
+90'•123.2
+90'-119.7
+9W-116.4
44
+901-130
+9W-130
+9W-130
+901-130
+901131
+9111-130
+9W-130
+0-124.5
+98'-119.4
+9W115
46
+901-130
+9111-130
+9W-130
+901-130
+901-130
+9W130
+901-126.9
+97-120.5
+90'-115-3
a 48
+9W-130
+901.130
+9W-130
+9W-1M
+gW-130
+0.1297
+90/-123
1 +99.116.5
50
+9W130
1 +901-130
+901-130
+9W-130
+9W-130
+90'-1262
89.4/-119.
Y
Q 52
*901-130
1 +901.130
+90f-Tv'J
+9W-13D
+901-131)
+8881123
54
a9W-130
+901-130
+9W-130
+901-130
+88.81-127.1
56
+9W-130
aSW-130
+901-130
+8a4/-129
'
56
+91V-130
+9W-130
+901-130
'
60
+9W-130
+ -1 00
+89.6 1-129.
52
+9W-130
+90IA30
64
a901.130
.901.130
66
a9W130
67-7/8
+9W130
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 NEX'TAVAILABLE 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 EOUAL-LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
7/16' LAMINATED
GLASS STACK
3116' HEAT STRENGTHENED GLASS
4 11
USED AT CURVED
FRAME MEMBERS ONLY 2g
@ 11-718- O.C. MAX
1-2
EXTERIOR
{�
20
1-1/16' NOM.
GLASS STACK
090' SG INTERLAYER
3/16' TEMPERED GLASS
3/16' HEAT
STRENGTHENED GLASS
7/16'AIRSPAC
11
6
USEDATCURVED 5�,
FRAME MEMBERS ONLY 29
GLASS SITE
@ 11-7/8' O.C. MAX.
1-2
EXTERIOR 1
3
a s1a
GLASS TYPE 6
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
.��--------��-� HORIZONTALLY AS SHOWN.
7115"LAMINATIED LONG
CLASS
f' GLASS STACK SIDE
3116' HEAT STRENGTHENED GLASS LONG SIDE
3/16' HEAT STRENGTHENED GLASS T—
y .090' SG INTERLAYER SHORT
SIDE
+[7:!!N� SHORT
J___ SIDE
5B'
GLASS SITE
2� Q%
GLASS TYPE 8
f +— LONG SIDE —�
SHORT
SIDE
I
LONG
SIDE
SHORT
SIDE
PRODUCT REVISED
as complying with the Florida
Bullding Code
NOA-No. 17-0614.11
bcpWation Date 02/19/2019
NO CHANGES THIS SHEET.
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A. LYNN MILLER P.E.
P.E.#58705
EDGE
DISTANCE
INSTALLATION
TYPE A
4
WINDOW EXTERIOR
BUCK
HEIGHT
TIP -TO -TIP
WINDOW
HEIGHT VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HEIGHT -
2-V4'
5
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
EMBEDMENT
j�
114' MAX
zt SHIM
-TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE;
SEE TABLE S, THIS SHEET
USED AT CURVED
I FRAME MEMBERS ONLY
@ 11-71W O.C. MAX.
INSTALLATION INSTALLATION EMBEDMENT
TYPE C TYPE B
EMBEDMENT 1X WOOD SUCKSTRIP,
1/4° MAX SEE NOTE 2, THIS SHEET ,
SHIM
TYP, ANCHOR TYPE, EMBEDMENT AND EDGE
EDGE DISTANCE PER SUBSTRATE, DISTANCE
EDGE 6 SEE TABLE B, THIS SHEET
DISTANCE .
V4' MAX. SHIM
STEEL
SELF-DRLUNG SMS
(G5), SEE TABLE B.
THIS SHEET
cvl
-
EXTERIOR
CONCRETEICMU
PERANCHOR
I4 7
VISIBLE LIGHT WIDTH = 5
Y�
_
'.' •, ,. •r• ,.
-
REQUIREMENT
WINDOW BUCK WIDTH -2-3/e
-
WINDOW BUCK WIDTH
CONCRETE'CMU
TIP -TO -TIP WINDOW WIDTH
PERANCHOR
REQUIREMENT
HORIZONTAL SECTION A -A
INSTALLATION
METHOD D
INSTALLATION ANCHOR
UNDERNEATHTHE
BEADING EXTERIOR
MIAMI-DADE APPROVED MULLION 15
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE S,THIS SHEET
tt�1/4' MAX SHIM
{ 1X WOOD BUCKSTRIP,
J SEE NOTE 2, THIS SHEET
T CONCRETE PER
EMBEDMENT..-. ANCHOR
ANCHOR
y REQUIREMENT
INSTALLATION t� EDGE TYP. ANCHOR TYPE, EMBEDMENT
DISTANCE AND EDGE DISTANCE PER
TYPE B SUBSTRATE, SEE TABLES, THIS SHEET
VERTICAL SECTION B-B
-- Anchor
Substrate
MIm Edge
Distance
Mtn, Embedment
Max O.C.
spacing
012 or #14 410 SS Screw
P.T. Souttlem Pine SG=0.56)
B/16
13B'
12'
A1=11- n 600345 min'
e-
n.063
12•
A36 Steel
316,
0.067 •
12'
Steel Slid, Gr. 33 min.
316°
mow (is Ga)
IT
012 or #14 Steel Screw (G5)
P.T. Southern Pirko (SG--0.55)
9116,
1-31s'
12'
Alumbmm, 606375 min
316,
0.063• •
IT
A36 Steel -
3l6'
0.063" •
17
Steel Stud, Gr. 33 min.
3/S'
0,045' (16 Go) •
17
714. 410 SS CreteFlex
Ungrooted CMU, STM C80)
2-117
1-1147
12'
Concrete (mkr. 3.35 ksi)
1'
13/4'
17
1W Steel UOacon
. Concrete min. 2.65 kkp -
1'
1314'
12'
Concrete (Mki. 2.65 kst)
2-1/7
1318'
IT
Ungmuted CMU, (ASTM C-90)
2-117
1-1W
12•
Gmuted CMU, (ASTM C80
2-117
1-314•
72'
5I18° Steel Ultmcon
Concrete Info. 3.5 ke5
Tim
i 4°
12'
Grouted CMU, STM P90
2-017
i314"
12'
-MIN. Vt•J 1r1K1 --oer Vrvv me mci area,nn,c.
'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
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 1.11T. I WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS W 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 APPU CABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA
APPLIES TO WHOLE SYSTEM.
M.1wal
Min Fr
Min. Fa
6ted Saew
92 kst
120 kel
410 Screw
90 kd
110W
Eloo Mlm0en$
155 kSl
177 kal
410 SS Eko 0mWIex®
127A kSI
%9.7 ksl
6063T5AI=h=
16 ksi
22 kd
A36 Steel
36 kd
58 ksi
Gr. 33 Stall S1u1
33kel
45 ke1
PRODUCT REVISED
as comptyiny with the Florida
nation., Me,
NOA-rw, 17-0614.11
expiration Datee002/19/2019
13Y
NO CHANGES THIS SHEET.
'4
a°
EDGE
DISTANCE
INSTALLATION
TYPE E
4
EXTERIOR
WINDOW
BUCK
HEIGHT
ME BLE
ZLIGHT
HT=
WINDOW
BUCK
HEIGHT-
2ara°
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
1 EMBEDMENT
�[ EDGE
DISTANCE
114" MAX -r—
INSTALLATION INSTALLATION
TYPE G TYPE F
- EMBEDMENT
1X NOTE
2, THIS SHEET
+---►�— EMBEDMENT SEE NOTE Z, THIS SHEET
SHIM a
y l SHI 1/4'MAX
SHIM TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE, EDGE
B SEE TABLE 9. THIS SHEET DISTANCE
ANCHOR TYPE,
-TYP.
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
11
SEE TABLE 9, THIS SHEET
EXTERIOR
USED ATCURERS
FRAME MEMBERS ONLY
" �•a•'
`' •:,
V 1�
@ 11-7/8° O.C. MAX.
—IG
VISIBLE LIGHT WIDTH -
CONCRETEICMU I
/4" WINDOW BUCK WIDTH • 23
WI
PER ANCHOR
REQUIREMENT f�
WINDOW BUCK WIDTH
1W MAX. SHIM
STEEL
SELF -DRILLING SMS
(G5), SEE TABLES,
THIS SHEET
INSTALLATION
TYPE H
EXTERIOR
15
MIAMI-DARE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 9,THIS SHEET
V4'MAXSHIM
--__r(((---
} 1XWOOD BUCKSTRIP,
I SEE NOTE 2, THIS SHEET
CONCRETE PER
EMBEDMENT
ANCHOR
REQUIREMENT
INSTALLATION EDGE
TYP.ANCHOR TYPE, EMBEDMENT
TYPE F DISTANCE
AND EDGE DISTANCE PER
AND
SUBSTRATE, SEE TABLE 9. THIS SHEET
VERTICAL SECTION D-D
HORIZONTAL SECTION C-C
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
Anchor
Substrate
ITL Edge creme
Min. Embedment
max spacing
#12cr#144IGSSScnm
P.T. Soettiem Fine (SG=0.55)
e118
13IB
1Y
Aluminum, 6DB3•T5 min.
31
5.0
2'
A30 Steel
318'
0.063' `
17
Steel Stud St. 33 min.
31W
0.045" 18 Ga •
12,
912 or#14 Sleet Suaw(G5)
P.T. Scuth m Pine (SG=0.55)
8118'
1.318'
12'
Akuniman, 608.3- min
318'
0.063••
12'
A38 Steet
are,
0.o63' •
17
Steel Stud St. 33 min.
3r8'
O.D45• 8 Ga •
12'
1/4' 410 33 CretaFEx
�to� CMU, (ASTM C-90)
2-12'
1-IM
12'
Concrete (min. 3.35 k8l)
i'
1-14'
12'
IW Steel Lluacan
Concrete(min. 2S5 ksi)
1'
1-W4'
121
Concrete (mia 2.85 ka8
2-112
I-w
12'
Ungmuted CMU, (ASTM C•80)
2-117
1-114'
12,
Grouted CMU (ASTM
2-1r2'
1�14
12'
5116, Stool Ultmeon
Candela (min. 3.5 ksl)
1-V4'
1314'
12'
Grouted CMU, ASTM C-90
2-12'
114'
11
- rvurv, ur a 1 nncnua oerurvu , ne me,r,� ovw,.w, e.
'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS.
2. WOOD SUCKS DEPICTED ON THIS SHEET AS'1X`,ARE BUCKS WHOSETOTAL
THICKNESS IS LESS THAN 1-12'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLYTO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2XIARE 1-12'
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 16IEMBER SHALL BE OF ASIZE TO
PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MUUJON NOA
APPLIES TO WHOLE SYSTEM.
Materiel
Mls. Py
Mh a
Stag Sw
82 kel
120W
410S.—
BDkel
110W
Elco U=Cetm
410 SS E;o GeteFlft*
155 W
127.4 ksi
177 ksi
160.7 ksi
60B3-T5Akm0num
18kei
22 ksi
A35 Steel
36 ksi
50 kel
Or. 33 Slod Stud
33ks1
46kal
PRODUCT REVISED
as complyin with the Florida
Building Code
NOA-No. 17-0614.11
Expiration Date 02/1912019
NO CHANGES THIS SHEET.
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pli, 5870
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE EMBEDMENT
DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET
INSTALLATION
TYPE
4
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT
WINDOW
BUCK
HEIGHT -
23/4'
INSTALLATION
TYPE J
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
I— E GE
STANCE
1/4' MAX
USED AT CURVED
FRAME MEMBERS ONLY
®11-7/B' O.C. MAX
INSTALLATION
INSTALLATION
TYPE J
TYPE K
EDGE
DISTANCE
1/4' MAX
_ SHIM
EDGE DISTANCE
U
2X WOOD BUCKSTRIP
2X WOOD BUCKSTRIP
OR FRAMING, SEE
n
I I
v
OR FRAMING, SEE
NOTE 2, THIS SHEET
NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
6 SEE TABLE 10, THIS SHEET
EMBEDMENT
1/4' MAX. SHIM —{
INSTALLATION
TYPE L
EDGE DISTANCE
#10 STEEL
SELF -DRILLING SMS
(GS), SEE TABLE 10,
THIS SHEET i61
2X WOOD SUCKSTRIP
11
EXTERIOR
OR FRAMING, SEE
(�(
NOTE 2, THIS SHEET
v
r-•1/4" MAX SHIM
J1,
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 10,THIS SHEET
EDGE DISTANCE
I•'f— EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 10, THIS SHEET
VERTICAL SECTION F-F
EXTERIOR
VISIBLE LIGHT WIDTH
11= ti 5
WN
DOWSUCKWIDTH-2-3W
WINDOW BUCK WIDTH
HORIZONTAL SECTION E-E
Anchor
SLb9
Min. Edge
Dfstant:e
Max. O.C.
c"
2-1Jr x .113" Box Ne0
P.T. Souther Pine G=0.55
51116'
S"
2-117 x .131' Common NaIT
P.T. SwIllem Pine 421=0.55
31W
5'
2-ItZ x .145" Root Nell
P.T. Southem Pine G=0.55
31W
S"
910 It T Sted Seiaw(w
P.T. Soutite n Pine G=0.55
V2"
5"
0.09FAluminum. 6D63-75rnfm
5116'
61
1/16' A36 Steel
5116
5"
O(7S' 180a Sled Stud Gr. 33
15l16
S
-MIN.UF31HRtADSHt1'VNlJ IHt NMIAI.SUMJKAIt.
INSTALLATION NOTES:
1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT
AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1)C, ARE BUCKS WHOSE
TOTAL THICKNESS IS LESS THAN 1 AIT. 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 METALTHE 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.
McIM21
Min Fy
Min. F.
Steel Scnw
92kd
120 kel
606376Ab.T4—
16kd
22W
A35 Steel
36kai 1
58 W
IX 33 Sled Slid
33 Rai
1 45 W
PRODUCT. REVISED
as complying with the Florida
Building Code
NOA-Ho. 17-OSIALI I
Expiration DatgD2/19/2019
NO CHANGES THIS SHEET.
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A LYNN MILLER, RE
P.E# 58705
INSTALLATION
TYPE M
4
EXTERIOR
a
WINDOW
BUCK
HEIGHT
I
VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HEIGHT -
2-3W
INSTALLATION
TYPE N
_I EDGE
-�1 DISTANCE
2X WOODBUCKSTRIP
EDGE OR FRAMING, SEE
DISTANCE NOTE 2, THIS SHEET
INSTALLATION TYPE M
EMBEDMENT
O EMBEDMENT
{... 1 /4" MAX
I SHIM
2X WOOD BUCKSTRIP
OR FRAMING, SEE
�1/4' MAX
NOTE 2, THIS SHEET
Tw
3 SHIM
TYP. ANCHOR TYPE, I v
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 11, THIS SHEET
USED AT CURVED EDGE
DISTANCE
FRAME MEMBERS ONLY
17-718' O.C. MAX
CONCRETEK:MU
PER ANCHOR
REQUIREMENT
1!4' WAX. SH�1-�{
INSTALLATION
TYPE O
STEEL
SELF -DRILLING SMS
(135), SEE TABLE 11.
THISSHEET
INSTALLATION
TYPE N
1X WOOD BUCKSTRIP. SEE
NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 11. THIS SHEET
L/ `f
I ���� VISIBLE LIGHT WIDTH - 5
IIIWINDOW BUCK WIDTH - 23/4"
WINDOW BUCK WIDTH
HORIZONTAL SECTION G-G
Term c r a
ANCHOR TYPE,
EXTERIOR
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
DISTANCE RSUBSTR
V
SEE TABLE 11, THIS SHEET
MAX SHIM
MIAMI-DARE APPROVED MULLION
(SEE SEPERATE NOA). ALUMINUM,
�1W
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES. .
TABLE 11 THIS SHEET
EMBEDMENT
U
EDGE
DISTANCE
CONCRETEICMU
PERANCHOR
REQUIREMENT
EXTERIOR
15
'
Anchor
Substmte
Min. Edge
Dtsten�
Min. Embedment
Max. O.C.
SPa
#12 or#14 410 SS Screw
P.T. Southern Pine SG=0.
911W
1-w
3.7'
Alurninum 6063-TE min.
319,
0.063" •
3.7'
A36 Steel
318"
0.083••
3.T
Steel Stud, Gr. 33 min.
318,
o.04S 18 Ga •
3.T
012 or#14 Steel Scn:w(G5)
P.T. Southern Pine SG•0.55
9/16"
Tws"
3.7'
Aluminum 606345 min.
318'
0.06T •
3.7•
A36 Steel
318"
0.06T •
3,T
Steel Stud Gr. 33 min.
318'
I 0.045. 19 Ga •
3.7'
1/4"410 SS CrateFlex
U rouled CMU ASTM C-90
2-1/2"
1-114"
e.T
QcmmtB (min. 3,35 ksQ
1'
1.314"
6.7"
114" Steel Ultmcon
Concrete rnh 2.85 ka0
1'
i-3w
e.7"
Concrete (rain' 2.85 ks
2-112-
1-318"
6.T
Ungrouted CM ASTM G90
2-1/2"
14W
6.T
Grouted CMU ASTM CAO
2-117
1-14'
e.T
5118" Steel Ultmcon
Concrete min. 3.5 k
1-Im
1-w
e.7
Grouted CMU, (ASTM C90
2-1/2"
M4'
6.7'
• MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
1X WOOD SUCKSTRIP, °UNGROUTED CMU' VALUES MAYBE USED FOR GROUTED CMU APPLICATIONS.
SEE NOTE 2, THIS SHEET
INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON THIS SHEEP. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS °t%', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12°.1X WOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X° ARE
1.12" THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
r APPROVED BY AUTHORITY HAVING JURISDICTION,
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF ASUE TO PROVIDE FULL SUPPORTTO THE
WINDOW FRAME
VERTICAL SECTION H-H
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
M11141I
Min Fr
MIn. F.
Sted 8c
92 W
120 ksi
410 Sw
90 kal
110 kal
Elco uwucons
165 ksl
177 kW
410SS E5o Cr.tW.0
127.4 ksl
169.7 W
9063-T6 Ak.k m
16 ks1
22ke1
A36 Steel
36 kel
58 kal
Gr. 33 Stud Skd
33Its!
45 kal
PRODUCT REVISED
as eomptying with the Florida
BWiding Codo
NOA-No. 17-0614.11
Explmtfon Date 02/19/2019
JR- 06/06/17 - UPDATED
.. ANCHORAGE TO FBC 2017.
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PRODUCT REVISED
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Buliding
HOA No. 17-0614.11
Expiration Date 02/19/2019
By
Miam" Product Control
NO CHANGES THIS SHEET.
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS
FLANGE & EQUAL -LEG FRAMES FOR FIN FRAMES Z'
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ITERED FRAME WITH INTERIOR 0 (D Z
AND EXTERIOR FRAME WELDS I EXTERIOR FRAME WF1DS p °I°°g
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"71Tii 1 L 101`
A. LYNN MILLER P.E.
P.FJ{ 667C5
Item
P(iT 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
4265
7/16' Lami. cuss Beading
Alum.6063-T5
5
4254
I.G. Glass Beading
Alum. 6063•T5
6a
4270
Installation Fastener Corer
Alum. 6063-T5
6b
4224
Installation Fastener Cower
Rigid PVC
1D
70589C
Gasket (at 90' comer Joints)
Polyethylene
11
TP24718
Vinyl Bulb Weatherstrip
Flex PVC, Duro. 65 +1--1
13
Dow 791, 880 or GE 7700 Backbedding
S6leone
20
71652K
Setting Block, Mono. 3/16' x 7116' x 4"
Neoprene, Duro. 85 +/-1
21
71704AK
Setting Stock, I.G. 3/18' x 1.3/37 x 4'
Neoprene, Duro. 85 +/-1
29
#8 x 1-114' FH SMS
Stainless Steel
30
781PQX
#8 x 1" Quad PH SMS
Stainless Steel
2784' U
.OW
.074" OBY . .074°060
1.375
1.875°
.438• SDO°
1,00a• 7�
Mo. T-►��-.- .050Mama f-e��..- .050'mnoa
OFLANGE FRAME EQUAL -LEG FRAME
#4253C, 6063-T5 #4285, 6063-TS
��jjyydd�•►--
.875T
7/16" LAMI.
OGLASS BEADING
#4255, 6063-T5
I( -- .346'
.875'
Ilr_ .D50'
I.G. GLASS
5 BEADING
#4254, 6063-T5
2.784'
.08r 1 L:.-
.074• 062•
1.375" i
500' 438"
1.125"
077'
O3 FIN FRAME
#4256, 6063-T5
-1 1.03T
.050+
INSTALLATION
6a FASTENER COVER
94270, 6063-T5
SILICONE STRUCTURAL HOT -MELT BUM REINFORCEMENT B MEN DESICCANT FILL AREA
STRUCTURAL SIDCONE 5/16" NOM SEAL 5"6' NOM.
1/4" NOM. FOAM 3/16' NOM.
POLYISTRUiTURAL BUM & SILICONE SEAL
WITH DESICCANT WRH DESICCANT ROLL -FORMED
DESICCANT FOAM STAWLESS STEEL
INT. GI>ss
IXT. GLASS IXr. GLASS &Cr. GLASS -•-%
EXT. GLASS
(e `INT. GLASS `INT. GLASS C(U/ �-1NT. GIA99 v4k"
KODISPACE 70 77 SUPER DURASEALO XL EDGE"`'
75 4SG TPS SPACER®Nxr SPACER SPACER
Part #
Description
Material
75
Kommeding 4SG TPS Spacer System
76
Quanex Super Spacer nXT with Hot Melt Butyl
See this
Sheet for
77
Quanex Duraseal Spacer
Materials
78
Cardinal )(L Edge Spacer
—rcn — x Cu x rccr— o: r u. ri,,oeao a oa,v
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0614.11
Expiration Date 02119/2019
NO CHANGES THIS SHEET.
s
LYNN'�.,,
GE Mj
No.58705
G
"',, 'O1VAL
A. L1TN MILLER. P.E.
P.E.# 59M5