HomeMy WebLinkAboutNOA HR710M IAM I.DADE MIAMI-DADE COUNTY
W 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) w w.miamidade.Eov/economv
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 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 "HR -710" Aluminum Horizontal Rolling Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact",
sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, 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# 16-0714.13 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.
MIAMbDADE COUNTY NOA No. 1706
E
xpiration Date: December 21 21, , 20 2021
Approval Date: August 31, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 07-0815.09 and 06-0405.06)
2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets
through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, 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, Duraseal® 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. 16-0714.13)
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA No. 07-0815.09)
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
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 06-0405.06)
orge M. Plasencia, P.E.
Pro et Control Unit Supervisor
NOA No. 17-0411.06
Expiration Date: December 21, 2021
Approval Date: August 31, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. 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, TAS 202-94
along with marked -up drawings and installation diagram of an XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 06-0405.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-511
Edition (2014) and FBC-611 Edition (2017), dated 03/31/17 and revised on 07/28/17,
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. 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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5t' Edition (2014) and FBC-
6t" Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A.
Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer,
signed and sealed by A. 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.
(Submitted under previous NOA No. 16-0714.13)
rge M. Plasencia, P.E.
Prod6t Control Unit Supervisor
NOA No. 17-0411.06
Expiration Date: December 21, 2021
Approval Date: August 31, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTMUED)
5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration
Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA No. 07-0815.09)
6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued
by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NOA No. 06-0405.06)
G. OTHERS
1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series
"HR -710" Aluminum Horizontal Rolling Window — L.M.I., approved on 09/01/16 and
expiring on 12/21/21.
orge M. Plasencia, P.E.
p7duct Control Unit Supervisor
NOA No. 17-0411.06
Expiration Date: December 21, 2021
Approval Date: August 31, 2017
E-3
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2).
A. 5/16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090" PVB INTERLAYER.
B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090` PVB INTERLAYER.
C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER.
D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A.090" PVB INTERLAYER.
E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER.
F. 7116" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER.
G. 13116" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 5116" OR 3/8" AIR SPACE AND 5/16" LAMI
CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A,090- PVB INTERLAYER.
H. 13116" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 5/16" OR 3/8"' AIR SPACE AND 5116" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE
OF 118" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER.
L 13/16" LAMI IG: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMP
CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER.
J. 13116" LAMI IG: (1) LITE OF 1/8" OR 3/16'" ANNEALED (MIN.) GLASS, 3116" OR 114" APR SPACE AND 7116" LAMI
CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER.
K. 13116" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 716" LAMI
CONSISTING OF (1) LITE OF 3116"' ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER.
L. 13116" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 7116" LAMI
CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER.
2. CONFIGURATIONS: OX, XO, XOX
3. DESIGN PRESSURES: (SEE TABLES, SHEET 8)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD,
4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS.
5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET,
7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330.
ELCO ULTRACON NOA'S
ANSI/AF&PA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED.
IMPACT RATING,
DESIGN PRESSURE RATING
LARGE & SMALL MISSILE
IMPACT RESISTANT
VARIES PER OPTIONS,
SEE SHEET 8
TABLE 2:
Material
Min. Fy
Min, F„
Steel Screw
92 ksi
120 ksi
Min.
Anchor
Anchor Type
Frame
Substrate
Min. Edge
Min, O.C.
Embedment
Group
6063 -TB Aluminum
Member
30 ksl
Distance
Distance
s
Metal Thickness
Gr. 33 Steel Stud
#12, Steel SMS (Gr. 5),
45 ksi
Southem Pine (SG = Q55)
9116"
716"
1-318"
A
(min. of3threads beyond
All
6083-75 Aluminum
318"
9116"
1!8"
metal substrate)
<
A36 Steel or Gr. 33 Steel Stud
3/8"
9/16"
0.045" (18 Ga)
Jamb
Hollow Block (ASTM C90)
1-3/4"
6"
1-1/4"
0
114" Elco UitraConOD
All
Concrete (min. 2.85 ksi)
1"
4"
1-3/4"
B
All
Southern Pine (SG = 0.55)
V
1"
1-318"
0
1/4" 410 SS Elco CreteFlex qD
All
Southern Pine (SG = 0.55)
1"
1"
1 3J8"
�
Jamb
Hallow Block, (ASTM G90)
2-112"
h
ON
C
1/4" 410 SS Elco CreteFiex 8
All
Concrete (min. 3.35 ksi)
2-112"
4"
i-/4"
TABLE 2:
Material
Min. Fy
Min, F„
Steel Screw
92 ksi
120 ksi
Elco UltreCon ®
155 ksi
177 ksi
410 SS Elco CreteFlex 0
127.4 ksi
189.7 ksl
6063-T5 Aluminum
16 ksi
22 ksi
6063 -TB Aluminum
25 ksi
30 ksl
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
1) WHERE SUBSTRATE
CONDITIONS REQUIRE
ANCHORAGE FROM MORE
THAN ONE OF THE ANCHOR
GROUPS ABOVE, CHOOSE THE
ANCHOR GROUP OF THE
LOWEST LETTER FOR ALL
SUBSEQUENT TABLES IN THIS
APPROVAL.
2) FLATHEAD ANCHORS MUST
BE #12 TRIMFIT HEAD.
*2017 FLORIDA BUILDING CODE (FBG), 6TH EDITION
*2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
*ASTM E1300-09
*ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM -2015
*AiSI $100-12
*AfSO 360-10
NOA DRAWING MAP
SHEET
GENERAL NOTES .............
1
GLAZING DETAILS ............
2
ELEVATIONS .....................
3
VERT. SECTIONS .............
4
HORIZ. SECTIONS............
4
CORNER DETAIL ..............
4
PARTS LIST .......................
5
EXTRUSIONS ....................
6
INSTALLATION ..................
7
DESIGN PRESSURES.......
8
ANCHOR QUANTITY.........
9-11
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0411.06
Expiration Date 1
By
3/24/17: NEW LAYOUT, SHEET
REORGANIZATION, UPDATED
ANCHOR QUANTITY PER FBC
2017, CHANGED ANCHOR TYPES
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A. LYNN MILLER, PE
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2150 21 50
LJ
1 SILICONE #JA
MELT BUTYL
53 112" NOM. 55 1/2" NOM. STRUCT
SILI
GLASS BITE GLASS BITE STRUCTURAL 114" NOM 3116" NOM.
POLYISOBUTYLENE
WITH DESICCANT DESIC
51 60,61,62 51 63,64,65 EXT. GLASS EXT. GLA
118" ANNEALED OR HEAT STRENGTHENED GLASS 3118^ ANNEALED OR HEAT STRENGTHENED GLASS
.090" PVB INTERLAYER .090" PVB INTERLAYER
IV ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS
5/16" NOM. 7/16" LAMINATED
5/16" LAMINATED GLASS 7116" LAMINATED GLASS INT GLASS GLASS
KODISPACE IS SUPER
4SG TPS SPACERUNXTT"
EXTERIOR INTERIOR
(ALL SECTIONS)
^� ALUMINUM
50 21 r 50 REINFORCEMENT pOLYISO- DESICCANT FILL AREA
J ..- 1 BUTYLENE;yn -6/16"NOM.
��J..11 5116" NOM. SEAL
85-88 85-88 BUTYL & SILICONE SEAL
ROLL -FORMED
1/2"' NOM, 59 GILASS BITE DESICCANTFOAM STAINLESS STEEL
59 GLASS BITE
EXT. GLASS
EXT. GLAS
52 52S
66,67,68,69,70,71 72,73,74,75,76,77
118" ANNEALED OR HEAT STRENGTHENED GLASS3/16' ANNEALED OR HEAT STRENGTHENED GLASS
.090" PVB INTERLAYER 11090" PVB INTERLAYER INT.GLASS INT.GLASS
118" ANNEALED OR HEAT STRENGTHENED GLASS3116'ANNEALED OR HEAT STRENGTHENED GLASS
5116"OR38AAIR SPACE 3/16'0 iR IW AITED R SPACE 87 DURASEAL5 68 XLEDGETM
18"OR 3116"ANNEALED OR TEMPERED GLASS118"OR 3116" ANNEALED OR TEMPERED GLASS OS•PACER SS+PACER
13/16" NOM. 13/16' NOM.
13116" LAMI IG GLASS W/ 5/16" LAMI 13/16" LAMI IG GLASS Wt 7/16" LAM]
TABLE 3:
GLASS TYPES:
A. 5116" LAM] - (1/8" A,.090" PVB, 118" A)
B. 5/16" LAMI - (1/8" A,.090" PVB, 1/8" HS)
C. 5116" LAMI - (1/8" HS,.090" PVB, 1/8" HS)
D. 7116" LAMI - (3116" A,.090" PVB, 3116" A)
E. 7/16" LAMI - (3116" A,.090" PVB, 3/16" HS)
F. 7/16" LAMI - (3/16" HS,.090" PVB, 3116" HS)
G. 13/16" LAMI IG - 118" OR 3/16"A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090" PVB, 1/8" A)
H. 13/16" LAM] IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8" A,.090" PVB, 1/8" HS)
I. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5116" OR 318" SPACE, 5/16" LAM] - (1/8" HS,.090" PVB, 1/8" HS)
J. 13/16" LAM] IG -118" OR 3/16" A (MIN.), 3116" OR 114" SPACE, 7/16" LAMI - (3/16" A,.090" PVB, 3/16" A)
K. 13116" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116" A,.090", 3/16" HS)
L. 13/16" LAMI IG - 118" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116" HS,.090", 3/16" HS)
FOR INSTALLATION IN THE HVHZ ABOVE 30
FT, GLASS TYPES G - L SHALL HAVE A
TEMPERED I.G. GLASS CAP, BOTH THE DP AND
ANCHOR QUANTITY REMAIN UNCHANGED.
"PVB" = KURARAY TROSIFOL® PVB INTERLAYER
Part #
Description
Material
85
Kommeding 4SG TPS Spacer System
86
Quanex Super Spacer nXr with Hot Melt Butyl
See this
Sheet for
87
Quanex Duraseal Spacer
Materials
88
Cardinal )IL Edge Spacer
REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0411.06
Expiration Date 12/21/2021
BY
Miami -Dam Product Control
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1
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AT HEAD AND SILL
ip
^ — 43 I.F. FRAME
13 ) FLANGE FRAME
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0411.06
Expiration Date_ 12/21/2021
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Expiration Date 12/21/2021
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EXTERIOR
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II`ENI DWG#
RMJ DESCRIPTION
MAIL
PGT#
1
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A IFIANGFIFRAMEBEAD
6063-T6 AL
612237
2
4025
1 SASH STOP STD. (ANTI LIFT CLIP)
6063-T5 AL
612244
3
71
148X 3/4 PH. PAN HEAD
13116' LAMI I&3/16"A IN. 5/16" AIRSPACE, 5/16' LAM[ (1/8"HS, .090PVB, 1/8"H
7834AA
4
4053
SASH STOP COVER SASH STOP
6063-T5 AL
13116" LAM11&1 8'A (MIN.), LIV AIRSPACE,7/16" LAMI /16"A,.090PV13, 3/16'HS
6
4136
FLANGE FRAME SIIL
6063-T6 AL
64136
7
4137
SII.LADAPTOR
6063-T6 AL
64137
8
4131
ROILERTRACK
6063 -TEAL
64131
10
71298
WReHOLBCOVER
POLYPROP.
71298
12
1626
ADHESIVEOPIN CELL FOAM PAD
SCREEN SPRING ST.ST.
7PAD1626
13
4002
1 A IEANCEFRAMEJAMB
6063-T6 AL
612225
14
4134
1 GASKET FOR MAIN FRAME SILL JOINT
74134W /K
15
1155
148 X 1.000 QUAD PN. SMS
781PQA
16
4110
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6063-T5 AL
641100
17
4054
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6463RD-T6AL
64054A
19
4066
W STP.,.187 X.230, FIN SEAL
64066E
21
4105
SASH TOP & BOTTOM RAIL
6063-T5 AL
612240
22
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WSTP.,.250 X.270 BACK, FIN SEAL
Z
61683G
23
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BRASS
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SWEEP LATCH
DIE-CAST
71096
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37
4126
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6063-T5 AL
64126
38
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WSTP. 250 X 270 BACK, FIN SEAL
61683G
39
7470
BULB WEATHERSTRIP .187 X.275
67070K
40
LIFT RAIL COVERCAP
74078"C"LORR
41
4139
IF. FRAME HEAD
6063-T6 AL
64139
42
4140
I,F. FRAME SILL
6063-T6AL
64140
43
4141
IF.FRAMBJAMB
6063-T6 AL
64141
50
GLAZING SIUCO DOW 791, 899 995 OR GE 7700
51
1224
VIINYL (M AZINGBEAD BULB CK)
6TP247W
52
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VWYLGLAZiNGBEADBULB URN
6TP248K
53
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6063-T5 AL
64039B
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1 B I Q,AZINGBEAD - 5/16" W/GRILL KIT
6063-T5 AL
644703
55
4222
1 A GLAZINGBEAD-7/16"
6063-T5 AL 1
64222
56
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5116" LAMI L/8" A .090PVB 1/8" HS
62
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64
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1 17/16"
LAM[ 3/16" HS, .090PVB, 3/16" HS
nud DWG#€ REv1 DISCRIPT[ON MAILI PGT#
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GLASS 13/16' LAMI IG•1/8"A (MIN.), 318"AIR SPACE, 5/16' LAMI 1/8"A, .090PVB,1/8"A
67
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13/16" LAMI IGI/8"A (MIN.), 3/8" AIRSPACE, 5/16' LAM[(1/8"A, .090 PVB, Ifflus)
68
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13[16" LAMII3-1/8"A IN.), 3/8" AIRSPACE, 5/16" LAMI ll8"HS, .090PVB, 1/8"HS
69
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70
13/16' LAMIIGr3/16"A (MIN.), 5/16' AIRSPACE, 5/16' LAMI (1/8"A, .090PVB,1[8"HS
71
13116' LAMI I&3/16"A IN. 5/16" AIRSPACE, 5/16' LAM[ (1/8"HS, .090PVB, 1/8"H
72
13/16' LAMI IO.1/8"A (MIN.), IM' AIRSPACE, 7/16" LAMI (3/16"A, .090 PVB, 3[16"A)
73
13116" LAM11&1 8'A (MIN.), LIV AIRSPACE,7/16" LAMI /16"A,.090PV13, 3/16'HS
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76
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SCREEN CORNER KEY WIRINGS POLYPROP,
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SCREEN CORNER KEY W/OUT RINGS POLYPROR
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94
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NOA-No. 17-0411.06
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PRODUCT REVISED
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with the Florida
Building Code
NOA-No. 17-0411.06
Expiration Date 12/21/2021
By
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SEE ANCHOR
TABLE, SHEET 1 DETAIL A
1 /4"
MAX.
SHIM 1 318"
MIN.
SEE ANCHOR
TABLE,SHEET1
2x WOOD BUCK, NOTE 1 -
(7FTAII_ F
SEE ANCHOR
TABLE, SHEET I
SEE ANCHOR'
TABLE, SHEET I
SEE ANCHOR
TABLE, SHEET 1
1/4" MAX. SHIM --1
SEE ANCHOR
TABLE, SHEET 1
DETAIL B 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF
FLORIDA BUILDING CODE.
4.0.131" DIA. MIN, X 21/2" NAIL AT CORNERS AND 6" O.C. TYPICAL DETAILS G, H & I.
1x WOOD BUCK, NOTE 1 -J
DETAIL F
NVANLemsm-1 -
1/4"
MAX.
SEE ANCHOR
°
TABLE,SHEETI
SEE
ANCHOR
TABLE, SEE ANCHOR 2x WOOD
SHEET TABLE, SHEET I BUCK,
DETAIL C NOTE 1
SEEANCHOR
TABLE, SHEET 1
SEE ANCHOR
ABLE, SHEET I
t
SEE ANCHOR
TABLE,SHEETI:
4
INTERIOR
(JAMB DETAILS E, F & 1)
EXTERIOR
EXTERIOR INTERIOR
(HEA&SILL DETAILS A, B, C, D, & H)
SEE NOi
. SEE ANCHOR TABLE, SHEET 1
DETAIL D 2-1/2" MIN. E
SEE NOTE 4
iE D
2-1/2" MIN. EMBEDMENT
EDGE
5/8" MIN. EDGE
518" MIN.
EDGE
DETAIL G (SILL) DETAIL I (JAMBI
TYPICAL INTEGRAL FIN FRAME SECTIONS
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0411.06
Expiration Date 12/21/2021
By
3(24117: REVISED NOTES TO
COMPLY WITH NEW
ANCHORAGE. ADDED NOTE 4.
D�
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SEE ANCHOR TABLE, SHEET 1
2x WOOD BUCK,
'
SEE ANCHOR
N
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SEE ANCHOR
W
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NOTE 1 13/81,
NOTES:
TABLE, SHEET+MA
TABLE, SHEET 1
'1-
M C'4 Z
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W
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MIN.
1. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS
N
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SEEANCHOR
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WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF
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TABLE, SHEET 1
Fe
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UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS
FLJJz�
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NOTEI
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SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN
W
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SHIM
IN THESE DETAILS FOR 2x WOOD BUCKS.
SEE ANCHOR
TABLE, SHEET 1 DETAIL A
1 /4"
MAX.
SHIM 1 318"
MIN.
SEE ANCHOR
TABLE,SHEET1
2x WOOD BUCK, NOTE 1 -
(7FTAII_ F
SEE ANCHOR
TABLE, SHEET I
SEE ANCHOR'
TABLE, SHEET I
SEE ANCHOR
TABLE, SHEET 1
1/4" MAX. SHIM --1
SEE ANCHOR
TABLE, SHEET 1
DETAIL B 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF
FLORIDA BUILDING CODE.
4.0.131" DIA. MIN, X 21/2" NAIL AT CORNERS AND 6" O.C. TYPICAL DETAILS G, H & I.
1x WOOD BUCK, NOTE 1 -J
DETAIL F
NVANLemsm-1 -
1/4"
MAX.
SEE ANCHOR
°
TABLE,SHEETI
SEE
ANCHOR
TABLE, SEE ANCHOR 2x WOOD
SHEET TABLE, SHEET I BUCK,
DETAIL C NOTE 1
SEEANCHOR
TABLE, SHEET 1
SEE ANCHOR
ABLE, SHEET I
t
SEE ANCHOR
TABLE,SHEETI:
4
INTERIOR
(JAMB DETAILS E, F & 1)
EXTERIOR
EXTERIOR INTERIOR
(HEA&SILL DETAILS A, B, C, D, & H)
SEE NOi
. SEE ANCHOR TABLE, SHEET 1
DETAIL D 2-1/2" MIN. E
SEE NOTE 4
iE D
2-1/2" MIN. EMBEDMENT
EDGE
5/8" MIN. EDGE
518" MIN.
EDGE
DETAIL G (SILL) DETAIL I (JAMBI
TYPICAL INTEGRAL FIN FRAME SECTIONS
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0411.06
Expiration Date 12/21/2021
By
3(24117: REVISED NOTES TO
COMPLY WITH NEW
ANCHORAGE. ADDED NOTE 4.
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R.E.# 58705
5:
Maximum Design Pressure, DP (psf)
XO Or OX
Cheiall
Width
Cherall
Height
Glass Type
A, B, G, H C, D, E, F, 1, J, K, L
37"
26"
+75.0/ -75.0 +75.0/-750
48"
53-118"
+75.01.75.0 +75.01-75.0
+75,0/-75.0 +75,01-75.0
60"
+75.0 / -75.0 +75.01 -75.0
66"
+75.0 /.75.0 +75.0 / 75.0
72"
+76.0 / -75.0 +7S.0/-75.0
74"
+75.01-75.0 +75.01 .76.0
37"
38"
+75.01-75.0 +75.01-75.0
48"
+75.01-75.0 +75.0 / -75,0
53-1f8"
+75.01-75.0 +75.0 / -75.0
60"
+75.0 / -75.0 +75.0 / -75.0
65"
+75.01-75.0 +75.0 / -75.0
72"
+75-0175.0 +75.01-75.0
74"
+75.01-75.0 +75.0 / -75.0
37"
3838"
+75.01-75.0 +75.01-75.0
48'
+76.01-76.0 +75.0 / -75.0
53-118"
+75.01-75.0 +75.01-75.0
60"
+75.01-75,C +75.01-75.0
Be.
+75.01-75.0 +75.0f -75.0
72"
+75.01-75.0 +75.01 -75.0
74"
+75.01-75.0 +75.0 / -75.0
37"
48"
+75.D f -75.0 +75.0 / -75.0
48"
+75.01-75.0 +75.0 /.75,0
53-118"
+75.D /-75.0 +75.01-75.0
60'
+75.D /-75.0 +75.01-75.0
66"
+75.01-75.0 +75.0 / -75.0
72"
+75.01-75.0 +75.01-75.0
74"
+75.01-75.0 +75.0/ -75.0
37"
50-18"
+75.01-75.0 +75.01-75.0
48"
+75A0 / -75.0 +75.01-75.0
53.1/8'
+75.01-75.0 +75.01-75.0
60"
+75.01-75.0 +75.0/ -75.0
66"
+75.01-75.0 +75.01-75-0
72"
+75.01-75.0 +75.01-75.0
74"
+750 / .75.0 +75.01-75.0
37"
54"
+75.01-75.0 +75.0 / -75.0
'48"
+75.01-750 +75.0 / -75.0
53418"
+75.01-75.0 +75.0 f -75.0
60"
+75.01-75.0 +75.0 / -75.0
60"
+75.0 / -75.0 +75.0 / -75.0
72'
+75.0 /-75.0 +75.01-75.0
74"
+75.0 / -76.0 +75.0 f -75.0
37"
80•
+75.0 / .75.0 +75.01-75.0
48"
+75.01-75.0 +75.0 t -75.0
53.178"
+75.01-75.0 +75.01-75.0
66"
+75.0! 75.0 +75.01-75.0
66"
+74.21 74.2 +75.01-75.0
72"
*6g.8 t 89.6 +75.01-75.0
74"
+88.1168.1 +75.01.75.0
37•
63"
+75.0/ -75.0 +75.01-75.0
48"
+75.01-75.0 +75.01-75.0
53 -Ile"
+75.0 / -75.0 +75.0 / 45.0
60"
+75.01-75.0
65"
+70.2/ -70.2
72"
+85.2165.2
74'
+63.8 ! 83.8 +75.0
FOR ANCHORAGE SEE SHEET 9.
TABLE 6:
Maximum Design Pressure, DP (psf)
XOX,113.113-113
Overall
VYidth
0%srall
Height
Glass Type
A, B, C, G, H, I D, E, F, J, K, L
48"
26"
+80.0 ! 60.0
53-1/6'
+60.01.60.0 +75,0 t -75.0
60"
+60.01-60.0 +75.01-75.0
66"
+60.0160.0 +75.01.75.0
74"
+60.0/ -60.0 +75,01-75.0
84"
+60.0160.0 +75.01-75.0
86-7/16"
+60.01-60.0 +75.01-75.0
48'
36"
+60.0180.0 +75.01-75.0
53-118"
+60.01.60.0 +75.0 / -75.0
60"
+60.0 / 8D.0 +75.01-75.0
68'
+60.01-60.0 +75.01 75.0
74"
+80.0 / 80.0 +75.01-75.0
64'
88-7!16"
+60.01.60.0 +75.0 t 75.0
+60.0 /.60.0 +75.01-75.0
46•
53.118"
36-3!8"
+60.0 t 80.0 +75.01-75.0
+60.0180.0 +76.01-75.0
60°
+60.0180.0 +75.01-75.0
68"
+60.0 f -60.0 +75.01-75.0
74"
+60.0160.0 +75.0/ -75.0
64^
+60,0180.0 +75.01-75.0
88-7116'
+60.0180.0 +75.01-75.0
48"
48"
+60.0160.0 +75.0175.0
53-118"
+60.01.60.0 +75.01 JEO
60"
+60.0160.0 +75.0 / 75.0
S6"
+50.0180.0 +75.01-75.0
74'
+60.0 / -60.0 +75.01-75.0
84"
+60.01.60.0 +75,01-75.0
86-7116'
+60,01-60.0 +75.01-75.0
48"
60-98"
+60,0180,0 +75.01.75.0
53-1/8"
+60.0180.0 +75.01-75.0
60"
+60.0 / -60.0 +75.01-75.0
85"
+80,0 / 60.0 +75.0 f -75.0
74"
+60.0180.0 +75.01-75.0
84"
+60.01.60.0 +75.01-75.0
86-7/15"
+60.0/60.0 +75.0175.0
48"
54"
+60.01-60,0 +75.01-75.0
53-116"
+80.0160.0 +75.01-75.0
60'
+60.0 / 600 +75.01-75.0
w
+60.0180.0 +7501-75.0
74'
+60.0160.0 +75.0/ -75.0
84^
+60.0160.0 +75.01-75.0
68-7!18"
+60.0 / 80.0 +75.0 / -75.0
46"
60"
+60,0!40.0 +75.01-75A
53-118"
+50.0140.0 +75,01-75.0
60"
+60.0140.0 +75.0 / -75.0
66"
+60.01-60.0 +75.0 / -75.0
74"
+60.0160.0 +75.01.75.0
0"
+60.01.60.0 +75.0 f -75.0
16"
+60.0 f 60.0 +75.01-75.0
46"
63"
1
+60.0f 60.0 +75.01.75.0
53-116'
+60.0 f -MD +75.01-75.0
ST
+60,0 f 60.0 +75.0 / -75.0
BB"
+60.0140.0 +75.0 / -75.0
74"
+80.0f$O.D +75.01-75.0
84"
+60.0 / 60.0 1 +75.01-75.0
86-7116"
+60.0160.0 1 +75.01-75.0
FOR ANCHORAGE SEE SHEET 10.
TABLE 7_
FOR ANCHORAGE SEE SHEET 11.
GLASS TYPES:
A. 5/16" LAMI - (118" A,.090" PVB, 1/8" A)
B. 5/16" LAMI -(1/8" A,.090" PVB, 1/8" HS)
C. 5/16" LAMI -(1/8" HS,.090" PVB, 1/8" HS)
D. 7/16" LAMI - (3/16" A,.090" PVB, 3/16" A)
E. 7/16" LAMI - (3/16" A,.090" PVB, 3116" HS)
F. 7/16" LAMI - (3/16" HS,.090" PVB, 3116" HS)
G. 13/16" LAMI IG - 1/8" OR 3116" A (MIN.), 5116" OR 318"
SPACE, 5/16" LAMI - (1/8" A,.090" PVB, 1/8" A)
H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8"
SPACE, 5116" LAMI - (1/8" A,.090" PVB, 118" HS)
1. 13/16" LAMI IG - 118" OR 3/16" A (MIN.), 5/16" OR 3!8"
SPACE, 5116" LAMI - (1/8" HS,.090" PVB, 1/8" HS)
J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3116" OR 114"
SPACE, 7/16" LAMI - (3/16" .0,.090" PVB, 3/16" A)
K. 13/16" LAMI IG - 1/8" OR 3116" A (MIN.), 3116" OR 1/4"
SPACE, 7116" LAMI - (3116" A,.090" PVB, 3116" HS)
L. 13/16" LAMI IG - 118" OR 3/16" A (MIN.), 3/16" OR 114"
SPACE, 7/16" LAMI - (3116" HS,.090" PVB, 3/16" HS)
NOTES
1) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER
WINDOW IN TABLE.
2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS.
3) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS
TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP.
BOTH THE DP AND ANCHOR QUANTITY REMAIN
UNCHANGED.
4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0411.06
Expiration Date
By
11 3/24/17: UPDATED TABLE
DJ
Maximum Design Pressure, DP (psQ
XOX,114 -112 -1f4
Okeiall
Width
53-1/6"
overall
Height
26"
Glass Type
N
A, B, G, H C, I
+60.0170.0 +60.01 -MO
D, E, F, J, K.
+75.0175.0
60"
+60.0180.0 +60.0160.0
+75.0 / -75.0
74"
+60.01-60.0 +60.0 / -50.0
+75.01-75.0
84'
+60.01.60.0 +60.0160,0
+76.01-75.0
96"
+60.01-60.0 +60.0 / -60.0
+75.0 / -75.0
106.318"
+%01 -SMO +60.0 / -60.0
+75.01-75.0
106"
+60.01.50.0 +60.0 /-63.0
+75.01-75.0
111"
+60.01.60.0 +60.0160.0
+75.01-75.0
53-1f8•
36"
+60.01.60.0
+60.01-60.0
+75.01-75.0
60'
+60.01-6D.0 +60,01.60.0
+75.0175.0
74"
+60.0 / -60.0 +60.0160.0
+75.01-75.0
WAD
+60.01-60.0 +60.0 /-60.0
+75.0 / -75.0
W
+60.0 / -60.0 +60.0 / 80.0
+75.01-75.0
1D63/8"
+60.0 6600 +60.0 / -60.0
+75.0 / -75.0
108"
+60.0180.0 +60.01.60.0
+75.0 / -75.0
111"
+60.01-60.0 +60.01.60.0
+75,0 / -75.0
53-1/6'
3"0'
+60.0 f-60-0
+600180.0
+75.01-75.0
60•
+60,0180.0 +60.01.60.0
+75.0175.0
74"
+60.01-60.0 +6001.60.0
+75.01-76.0
84"
+60.0 / 80.0 +60.01.80.0
+76.0/ 75.0
W
+60.01-60.0 +60.0 / 80.0
+75.01-75.0
106378'
+60.0 / 80.0 +60.01-60.0
+75.0 / -75.0
108"
+6001.60.0 +60.01-60.0
+75.0 / -75.0
111"
+BOA 1.60.0 +60.01-80.0
+75.0175.0
53-18"
4B"
+60.0160.0
+60.01.60.0
+7&D/-75.0
6O"
+60.01-60.0 +60.01.60.0
+75.01-75.0
74'
+60.0160.0 +60.01-80.0
+75.01-75.0
84"+60.0
(60.0 +60.01-60.0
+75.01-75.0
86"
+60.0160.0 +600 / �M0
+75.01-75.0
106.316"
+60.0160.0 +60.0180.0
+75.0/-75.0
108"
+60.0/-60.0 +60.0160.0
+75.01-75.0
111"
+80.0 t 80.0 +60.0160.0
+75.01-75.0
53-118'
+60.01800
+600 / 60.D
+75.0 / -75.0
60'
+60.01.60.0 +60.01.60.0
+75.01-75.0
74"
+60.01-60.0 +80.018D.0
+75.01-75.0
84"505/8"
+60,0 /.60-0 +60.0 / 60.0
+75.0/ 75.0
96"
+60.01.60.0 +60.0 / 60.0
+75.0/ 76.0
108318"
+60.0 ! -80.0 +60.0 / -60.0
+75.0 / -750
108"
+600 /-60.0 +60.0 / 60.0
+75.0 / -75.0
111"
+800160.0 +60.0 / -610
+75.0 / -75.0
53-116"
+800 / W.0
+6001-60.0
+75.0! 75.0
60'
+60.0160.0 +60.01.80.0
+75.01-75.0
74'
+60.0160.0 +60.01.60.0
+75.01.75.0
84`
+60.0160.0 +60.0180.0
+76.0/-75.0
+60.0160.0 +60.0160.0
+75.01-75.0
106318"
+60.0160.0 +60.0160.0
+75.0 f -75.0
108"
+60.0160.0 +60.0/ -60.0
+75.0/-75,0
-+75-01-75.O
111"
+59.51-9.5 +80.016D.0
53.1/8"
6D"
+60.0160.0
+60.0 /,60.0
+=f-751
60" 7
+60.01.60.0 +60.0 / -MD
+75.01-75.0
74'
+60.0 / 60.0 +6D.01-810
+75.01-75.0
84"
+60.0160.0 1 +60.0160.0
+75.01-75.0
W
+58.8158.6 +60.01.60.0
+75.0 / -75.0
106-3/8"
+55,2/55.2 +60.0 / -60.0
+75.01-75.0
108"
+54.6 /.64.6 +60.01.60.0
+75.0 / -75.0
111"
+53.6 / -63.6 +60.0160.0
+75.0 / -75.0
53-118"
63"
+60.0180.0
+60.0 f 60.0
+75.01.75.0
60'
+60.0 / 60.0 +60,0 / 60.0
+75.0/ -75.0
74•
+60.0180.0 +60.0 t 60.0
+75.0 / -75.0
84'+60.01800
+60.0160.0
+75.01-75.0
g6"
+56,2156.2 +60.01800
+75.01-76.0
1063/8"
+52,3 /52.3 +600 f 80.0
+75.01-75.0
108"
+51.7 ! 51.7 +600 ! 60.0
+75.0 / 75.0
111"
+50.9l5tt.g +60.01.60.0
+75.01-75.0
FOR ANCHORAGE SEE SHEET 11.
GLASS TYPES:
A. 5/16" LAMI - (118" A,.090" PVB, 1/8" A)
B. 5/16" LAMI -(1/8" A,.090" PVB, 1/8" HS)
C. 5/16" LAMI -(1/8" HS,.090" PVB, 1/8" HS)
D. 7/16" LAMI - (3/16" A,.090" PVB, 3/16" A)
E. 7/16" LAMI - (3/16" A,.090" PVB, 3116" HS)
F. 7/16" LAMI - (3/16" HS,.090" PVB, 3116" HS)
G. 13/16" LAMI IG - 1/8" OR 3116" A (MIN.), 5116" OR 318"
SPACE, 5/16" LAMI - (1/8" A,.090" PVB, 1/8" A)
H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8"
SPACE, 5116" LAMI - (1/8" A,.090" PVB, 118" HS)
1. 13/16" LAMI IG - 118" OR 3/16" A (MIN.), 5/16" OR 3!8"
SPACE, 5116" LAMI - (1/8" HS,.090" PVB, 1/8" HS)
J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3116" OR 114"
SPACE, 7/16" LAMI - (3/16" .0,.090" PVB, 3/16" A)
K. 13/16" LAMI IG - 1/8" OR 3116" A (MIN.), 3116" OR 1/4"
SPACE, 7116" LAMI - (3116" A,.090" PVB, 3116" HS)
L. 13/16" LAMI IG - 118" OR 3/16" A (MIN.), 3/16" OR 114"
SPACE, 7/16" LAMI - (3116" HS,.090" PVB, 3/16" HS)
NOTES
1) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER
WINDOW IN TABLE.
2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS.
3) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS
TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP.
BOTH THE DP AND ANCHOR QUANTITY REMAIN
UNCHANGED.
4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0411.06
Expiration Date
By
11 3/24/17: UPDATED TABLE
DJ
oz
=
N
a
o
a
d n`O
t0/S
O
0 [12z w
h•
mt
0m 0
J O
0)
Z
N
Z i'i' m
ul
r R a
= 0 CS
U
{e
F200 ®Q
d
MAC
p t ll {
2
WAD
> y
O Z DS
-
W
U
t
LL
Oco
NW
i(wib'
n
Z
?
0
r
OU)
Z
0
spin
LL
0.
O
=
Z
O
i-
g
C9
n
w
O
=
Q
LU
NU I
=00 I
>
�-1%``ANYILYNy//
VtGENgfiil�
Na. 58705
*=
=o:
r
e
'r- 01 '. � ((/�1
APLY4A MILILER, P`E.\
P,E.# 58705
TART F R•
WiTiMil"
as complying with the Florida
Anchor titantlNes, XO or OX
with Class types A, B, C, G, H & I
-+—ANCHOR QUANTITY PER JAMB
Expiration Date 12/21/2021
oeml
W dh
ovaa.11.
HWQX
Anchor Group
Anita.—,Tw 8
Anchor Croup C
Head & Srii Je tr Head & Sit Jandr Head & SiA Jamb
37•
W.
;+122+1
2
1+C2+1
2
1+C2+1
2
48"
1+C2+1 2 1+C2+1 2 1+C2+1
2
53-1/8"
1+(2+1 2 1+C2+1 2 1+C2+1
2
6D'
1+C2+1 2 1+C2+1 2 i+C2+1
Z
"
1+122+1 2 1+C2+1 Z 1+C2+1
2
72"
2+C2+2 2 1+C2+1. 2 1+C2+1
2
74"
Z+C2+2 2 1+C2+1 2 "r+C2+1
2
3r
38"
I+C2+1
2
1+C2+1
2
1+C2+1
2
48"
i+C2+1 2 f+C2+1 2 "+C2+1
2
53118"
1+Ct+1 2 1+C2+4- 2 I+C2+1
2
60"
1+122+' 2 1+C2+1.. 2 1.+122+1
2
88"
1+!„241 2 1+C2+1. 2 1+C2+1
2
72'
2+C2+2 2 1+C2+1 2 1+C2+1
2
74"
2+122+2 2 1+C2+1 2 1-C2+1
2
37'
36-380"
',+C2+1
2
1+C2+1
2
1+122+1
2
48'
531/8'
«+C1+1 2 1+122+1,. 2 1+C2+1
2
1+�+1 2 f+C2+1 2 1+C2+1
2
80"
1+.: +1 2 1+C2+1 2 ?+C2+1
2
8B•
1+G2+1 2 1+{2+1 2 1+C2+1
2
72"
2+122+2 2 1+122+1 2 1 1+C2+1
2
74"
2+m+2 2 1+C2+1 2 1+C2+1
2
3r
48"
5+C2+1
3
1+C2+1
3
1+C2+1
3
48"
1+C2+1 3 i+r„2+1 3 1+C2+1
3
531!8"
1+C2+1 3 1+122+1 3 1+C2+1
3
SO"
1+121+3 3 1+C2+1 3 1+C2+1
3
88"
1+C2+; 3 1+122+i 3 1+C2+f
3
72'
2+C2+2 3 1+C2+1 3 1+C2+1
3
74'
2K2+2 3 1+C2+1 3 1+C2+1
3
37'
5(1S(8"
1+C2+1
3
1+C2+1
3
1+C2+1
3
48'
1+C2+1 3 1+12+1 3 1+C2+1
3
53118'
1+C2+1 3 1+G2+1 3 1+C2+1
3
80"
1+C2+1 3 1+(2+1 3 1+C2+1
3
88"
1+C3+1 3 1+C2+1 3 1+C2+1
3
72'
2<2+2 3 1+C2+1 3 `+C2+1
3
74"
2+C3+2 3 1+C2+1 3 1+C2+1
3
3r
54"
1+M+1
3
1+122+1
3
1+C2+1
3
'
1+�+1 3 1+C2+1 3 1+(2+1
3
3
1+M+' 3 1+C2+1 3 1+C2+1
3
3
^,++" 3 1+CL+1 3 +C2+1
3
g7r
3 1+122+1 3i+C2+1
3
3
2+123+2 3 1+C2+1 3 1+C 20
3
3
2+123+2 3 1+C2+1 3 1+C2+1
3
37'
80"
1+122+1
3
1+C2+1
3
1+C2+1
3
48"
1+C3+1 3 1+C2+1 3 1+C2+1
3
53118'
1+C3+1 3 1+C2+1 3 1+C2+1
3
80"
1+C3+1 3 1+C2+1. 3 1+C2+1
3
8&'
1+C3+1 3 1+C1+1 3 1+C2+1
3
72'
2+C3 2 3 1+C2+1 3 1+C2+1
3
74"
2+,^•1..+2 3 1+C2+1 3 1+C2+1
3
37"
63"
1+C2+1
3
1+C2+1
3
1+C2+1
3
48'
1+123+1 3 1+122+1 3 4+122+1
3
53118'
1+C3+1 3 1+C2+1 3 1+C2+1
3
80"
1+,—+1. 3 1+122+1 3 3+122+1
3
88"
1+123+1 3 1+122+1 3 >+C2+1
3
72'
2+123+2 3 1+(2+1 3 1+122+1
3
TV
2+C3+2 3 1+C2+1 3 1+C2+1
3
WiTiMil"
TABLE KEY: O X
as complying with the Florida
Anchor Quantities, XO or OX
with Glass Types D, E, F, J, K & L
-+—ANCHOR QUANTITY PER JAMB
Expiration Date 12/21/2021
Charalt
Width
Overall
Haight
Anchor Group A
Arcicr Group8
Anchor Group C
Road & Sill Jamb Head & Sfil Jamb Head & SIR Jamb
37"
28'
1+122+1
2
1+C2+1
2
1+C2+1
2
48'
1+02+1 2 1+C2+1 2 1+C2+1
2
53 18'
1+C2+1 2 1+02+1 2 1++1
122
2
60"
1+C2+1 2 1+C2+1 2 1+C2+1
2
or
1+C2+1 2 1+C2+1 2 1+C2+1
2
72'
2+C2+2 2 1+122+1 2 1+C2+1
2
74'
2+C2+2 2 1+C2+1 2 1+02+1
2
37'
36"
1+C2+1
2
1+C2+1
2
1+02+1
2
48'
1+C2+1 2 1+C2+1 2 1+C2
2
1
+1
2
60-^
1+02+1 2 1+02+1 2 1+C2+1
+i
2
Be"
1+C2+1 2 1+C2+1 2 1+C2+1
2
72"
2+C2+2 2 1+C2+1 2 1+C2+1
2
74"
2+C2+2 2 1+C2+1 2 1+C2+1
2
37'
38-3(8"
1+C2+1
2
1+C2+1
2
1+C2+1
2
48"
1+C2+1 2 1+C2+1 2 1+C2+1
2
53118"
i+C2+1 2 1+C2+1 2 t+C2+1
2
e0"
1+C2+1 2 1+C2+1 2 1+C2+1
2
66"
1+C2+1 2 1+C2+1 2 1+C2+1
2
72"
2+C2+2 2 1+C2+1 2 1+122+1
2
74"
2+02+2 2 1+CZ+1 2 1+02+1
2
37"
48"
1+C2+1
3
1+C2+1
3
1+C2+1
3
46"
1+C2+1 3 1+C2+1 3 1+C2+1
3
53.18•
1+C2+1 3 1+C2+1 3 1+C2+1
3
W
i+r2+1 3 1+C2+1 3 1+C2+1
3
W
1+C2+1 3 1+C2+1 3 1+C2+1
3
72"
2+C2+2 3 1+02+1 3 1+C2+1
3
74"
2+C2+2 3 1+C2+1 3 1+C2+1
3
37'
50-58'1+C2+1
1+C2+1
3
1+C2+1
3
1+C2+1
3
48"
t+C2+1 3 1+C2+1 3 1+122+1
3
5311
1+122+1 3 1+C2+1 3 1+C2+1
3
60"
3 1+C2+1 3 1+02+1
3
66'
t+C'2+1 3 1+C2+1 3 1+C2+1
3
7Y
2+C3+2 3 i+C2+1 3 1+C2+1
3
74"
2+C3+2 3 1+C2+1 3 1+02+1
3
37'
54'
1+C2+1
3
1+C2+1
3
1+02+1
3
48'
1+C2+1 3 1+C2+1 3 1+C2+1
3
5318"
1+C2+1 3 1+C2+1 3 f+C2+1
3
60"
1+C3+1 3 1+C2+1 3 1+C2+1
3
66'
1+C7+1 3 1+C2+1 3 1+C2+1
3
72'
2+03+2 3 1+C2+1 3 1+02+1
3
74"
2+123+2 3 t+CZ+1 3 1+C2+1
3
37"
e0"
1+C2+1
3
1+C2+1
3
1+C2+1
3
46"
1+C3+1 3 1+C2+1 3 i+C2+1
3
53"8"
1+C3+1 3 1+C2+1 3 1+C2+1
3
60"
1+C3+1 3 1+C2+1 3 1+C2+1
3
66"
1+C3+1 3 1+C2+1 3 1+C2+1
3
72"
2+C3+2 3 1+C2+1 3 1+C2+1
3
74"
2+C3+2 3 1+C2+1 3 1+C2+1
3
3r
83'
1+C2+1
3
t+C2+1
3
f+C2+1
3
48"
1+C3+1 3 1+C2+1 3 1+122+1
3
53181
1+C3+1 3 f+C2+1 3 1+C2+1
3
80"
1+C3+1 3 1+C2+1 3 1+C2+1
3
e6"
1+C3+1 9 1+122+f 3 1+122+1
3
72"
2+C3+2 3 1+C2+1 3 1+C2+1
3
74"
2+C3+2 3 1+122+1 3 1+122+1
3
TABLE KEY: O X
as complying with the Florida
1+122+1 3
-+—ANCHOR QUANTITY PER JAMB
Expiration Date 12/21/2021
HEAD AND SILL ANCHOR QUANTITIES
By Z—
"Product
A CLUSTER OF (2) ANCHORS
CENTERED ON THE MEETING RAIL
3/24/17: UPDATED TABLE &
PLUS (1) ANCHOR AT OPERABLE
ELEVATION.
VENT AND FIXED SECTION. (4)
ANCHORS TOTAL AT HEAD AND SILL.
(4" MIN. O.C. ANCHOR SPACING)
18 3/4" MAX.
—.-� 1---4" MIN., 10-112" MAX.
9" MAX. X O
MTG. RAIL
EXAMPLE CLUSTER WI QTY. OF (2) ANCHORS
(SHOWN IN TABLE KEY ABOVE)
NOTES
1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD & SILL: 101/2" MAX. ON EACH SIDE OF
MEETING RAIL CENTERLINE,
18 314" MAX. FROM CORNERS.
JAMBS: 9" MAX. FROM CORNERS AND 22 1/2"
MAX. O.C.
2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER
WINDOW IN TABLE.
3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS.
4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS
TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP.
BOTH THE DP AND ANCHOR QUANTITY REMAIN
UNCHANGED.
5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0411.06
Expiration Date 12/21/2021
By Z—
"Product
Miami -D• Control
3/24/17: UPDATED TABLE &
ELEVATION.
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A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 11:
Anchor QuamWes, XOX,113 -113 -113
with Glass Types A, B, C, G, H & I
QUANTITY PER JAMB
Cwrap
Width
chouill
Haight
Anchor Group A
Anchor Group S
Anchor Group C
Road & SBI Jamb Head & Sill Jamb Head & Sit Jamb
48"
26'
1+C2+i+C2+i
2
1+C2+1+02+1
2
1+C2+1+C2+1
2
531/8•
1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1
2
60"
I+C2+1+C2+1 2 1+C2+1+C2+1 2 I+C2+1+G2+1
2
66'
1+C2+1+C2+1 2 I+C2+1+C2+1 2 1+CZ+I+C2+1
2
74'
1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+02+1
2
84'
1+C2+1+C2+1 2 I+C2+1+C2+1 2 I+C2+1+C2+1
2
86-7116'
1+C2+1+02+1 2 t+02+1+C2+1 2 1+02+1+C2+1
2
48'
30°
1+C2+1+C2+1
2
2+1
2
1+C2+1+C2+1
2
53-1/8'
1+C2+1+02+1 2 2+1 2 I+C2+1+C2+1
2
60"
I+C2+I+C2+1 2 2+1 2 I+C2+1+C2+1
2
83-'
pI+C2+l+C2+1
I+C2+1+02+t 2 2+1 2 I+C2+1+C2+1
2
74"
I+C2+1+C2+1 2 2+1 2 i+C2+1+C2+1
2
84"
1+C2+1+C2+1 2 2+1 2 1+C2+1+C2+1
2
86-7118"
t+c2+1+CZ+1 2 2+1 2 i+C2+1+02+1
2
48"
36318"
1+C2+1+C2+1
2
2+1
2
I+C2+1+02+1
2
53-118'
1+C2+1+C2+1 2 1+02+1+C2+1 2 I+C2+I+C2+1
2
60"
1+CL+I+C2+1 2 1+G2+1+C2+1 2 1+CZ+1+C2+1
2
68"
1+C2+1+C2+1 2 I+C2+1+C2+1 2 I+C2+1+C2+1
2
74'
1+C2+1+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+t
2
84'
1+02+9+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1
2
88-7/18°
i+C2ti+C2+1 2 1+C2+1+02+1 2 1+C2+1+G2+1
2
48"
48°
1+02+1+C2+1
3
I+C2+1+C2+1
3
1+C2+1+C2+1
3
53118'
1+C2+1+C2+1 3 I+C2+1+C2+1 3 I+C2+1+CZ+1
3
60"
1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1
3
8G
1+C2+1+02+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1
3
74"
1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+02+1
3
64"
1+C2+1+C2+1 3 1+02+5+C2+1 3 i+C2+1+02+1
3
88-T/t6'
1+C2+1+C2+1 $ 1+C2+1+02+1 3 1+CZ+I+C2+1
3
48"
565/&`
1+C2+1+C2+1
3
1+02+1+C2+t
3
i+C2+1+C2+1
3
531/6"
1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1
3
80"
1+C2+9tG2t7 3 1+C2+1+C2+1 3 1+C2+1+C2+1
3
66"
1+CZ+S+C2+1 3 t+C2+1+C2+1 3 i+C2+i+C2+1
3
74'
7+G2+i+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1
3
84"
1+C2+I+02+1 3 t+C2+1+C2+1 3 I+C2+1+C2+I
3
86 -Tile"
1+CZ+i+C2+t 3 1+C2+1+C2+1 3 t+C2+1+C2+1
3
48"
54'
1+C2+1+C2+1
3
1+C2+1+C2+1
3
I+C2+1+C2+1
3
53-1/8'
I+C2+1+C2+1 3 7+02+1+C2+1 3 1+C2+1+C2+1
3
60"
1+C2+1+02+1 3 1+02+1+CZ+1 3 1+C2+1+02+1
3
66'
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1
3
74'
I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1
3
84'
1+C2+1+C2+1 3 I+C2+1+C2+1 3 t+C2+1+02+1
3
86-7/16"
I+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+i+02+1
3
48'
So"
1+C2+1+C2+1
3
1+02+1+C2+1
3
1+C2+1+C2+1
3
531/8"
t+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+02+1+C2+1
3
eo"
1+02+1+CZ+1 3 1+GZ+1+C2+1 3 1+C2i1+02+1
3
86'
I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+G2+1+C2+1
3
74"
1+C2+1+02+1 $ 1+C2+1+C2+1 3 1+C2+1+C2+1
3
84'
1+Cx+I+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1
3
08.7116'
1+C'7+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1
3
48'
Sr
1+C2+1+C2+1
3
I+C2+1+C2+1
3
t+C2+1+C2+1
3
531(8'
....-..........-
1+C2+1+02+1 S 1+02+1+02+1 3 1+C2+1+G2+1
3
air
t+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1
3
SB"
I+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1
3
74•
1+02+1+C2+1 3 1+02+1+C2+7 3 1+C2+1+C2+1
3
84"
1+C2+i+C2+1 3 1+C2+1+C2+1 3 1+C2+7+C2+1
3
86-7!18"
I+C3+1+C3+1 3 1 1+C2+1+C2+1 3 1 I+C2+1+C2+11
3
TABLE 11:
TABLE KEY
X O X
Anchor Quantffles, XOX,113 -113 -113
with Glass Types D, E, F, J, K & L
QUANTITY PER JAMB
OMMI[
Width
Cvarall
Height
Anchor Group A
I Anchor Group B
Anchor Group C
Haad & Sill Jamb Head & Sill Jamb Head & Sill Jamb
48"
26"
I+C2+1+C2+1
2
1+C2+1+02+1
2
1+C2+1+02+1
2
53-i/8'
1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1
2
60"
I+C2+1+02+1 2 1+02+1+02+1 2 1+C2+1+G2+1
2
66'
I+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1
2
74'
1+C2+1+C2+1 2 1+02+1+C2+1 2 I+C2+1+C2+1
2
84'
I+C2+1+02+1 2 1+C2+1+C2+1 2 I+C2+1+02+1
2
86.7116'
1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1
2
48'
36"
I+C2+1+C2+1
2
1+C2+1+C2+1
2
l+C2+1+C2+1
2
53-116'
I+C2+1+C2+1 2 I+C2+1+C2+1 2 1+02+1+C2+1
2
8o'
1+02+1+CZ+1 2 1+C2+1+C2+1 2 1+C2+1+02+1
2
06"
1+C2+1+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1
2
74'
I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1
2
84'
1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+CZ+1
2
86.7/16'
1+C2+1+02+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1
2
48'
38-318'
1+C2+1+C2+1
2
I+C2+1+C2+1
2
1+C2+1+C2+1
2
53-tJ8'
1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1
2
60"
I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1
2
W
I+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1
2
74"
1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1
2
84'
1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1
2
88.7118"
1+C2+1+C2+1 2 1+C2+1+CZ+1 2 1+C2+1+02+1
2
48'
48"
1+C2+1+C2+1
3
1+02+1+C2+1
3
1+C2+1+C2+1
3
531/8"
1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1
3
60"
ttC2+1+C2+1 3 I+C2+I+C2+1 3 1+02+1+C2+1
3
68•
1+02+1+C2+1 3 1+02+1+02+1
3
74'
i#C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1
3
64`
1+CZ+1+CZ+1 3 t+C2+1+02+1 3 1+02+1+C2+1
3
W711C
i+C2+1+C2+1 s i+C2+1+CZ+1 3 I+C2+1+C2+1
3
48"
WSW
i+C2+1+C2+1
3
I+C2+1+C2+1
3
1+02+1+C2+1
3
53.1/6'
1+C2+1+02+1 3 I+C2+1+C2+1 3 1+02+1+C2+1
3
60'
1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+02+1+C2+1
3
66'
1+02+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1
3
74'
1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1
3
&4'
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1
3
66.7/16°
1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1
3
48'
54"
i+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
531/8"
1+C2+1+C2+1 3 1+02+1+C2+1 3 I+CZ+1+C2+1
3
60"
I+C2+1+C2+1 3 I+C2+1+C2+1 3 1+02+1+C2+1
3
66'
t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1
3
74"
1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+CZ+1
3
84"
1+03+1+C3+1 3 1+02+1+C2+1 3 1+02+I+CZ+1
3
66-7116"
I+C3+1+C3+1 3 I+C2+1+C2+1 3 1+02+1+C2+1
3
48•
SW
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
53118•
1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1
3
80'
1+C2+1+C2+1 3 I+C2+1+C2+1 3 I+C2+1+C2+1
3
86"
1+C2+1+C2+1 3 t+02+1+C2+1 3 1+C2+1+C2+1
3
74'
1+03+1+C3+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1
3
84"
1+C3+1+CS+t 3 I+C2+1+C2+1 3 1+C2+1+C2+1
3
86-7116"
1+03+1+03+1 3 1+C2+1+C2+1 3 1+02+1+C2+i
3
48'
83"
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
53 -lis"
1+02+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+�C2+1
3
60'
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+i+C2+1
3
88'
t+C3+1+C3+t 3 1+C2+1+C2+1 3 1+02+1+C2+1
3
74'
1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+02+1+=+l3
84'
1+C3 1;63!+i 3 1+C2t1+C2+1 3 I+C2+1+C2+1
3
86-7116'
i+C3+1+03+i 9 1+C2+1+C2+1 3 I+CZ+I+CZ+t
3
TABLE KEY
X O X
1+C3+1+C3+1 3]--r—ANCHOR
QUANTITY PER JAMB
HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF (3) ANCHORS CENTERED
W z
ON EACH MEETING RAIL PLUS (1)
G
ANCHOR AT EACH OPERABLE VENT
:m6
PLUS (1) ANCHORS AT FIXED SECTION.
C4
(9) ANCHORS TOTAL AT HEAD AND SILL.
(4" MIN. O.C. ANCHOR SPACING)
25 3/4" MAX.
[- 4" MIN., 10-1/2" MAX
9" MAX' x o x
MTG. RAIL, TYP.
EXAMPLE CLUSTER W1 QTY. OF (3) ANCHORS
(SHOWN IN TABLE KEY ABOVE)
NOTES
1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD & SILL: 101/2" MAX. ON EACH SIDE OF
MEETING RAIL CENTERLINE.
25 3/4" MAX. FROM CORNERS.
JAMBS: 9" MAX. FROM CORNERS AND 22 1/2"
MAX. O.C.
2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER
WINDOW W TABLE.
3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS.
4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS
TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP.
BOTH THE DP AND ANCHOR QUANTITY REMAIN
UNCHANGED.
5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0411.06
Expiration
nDDat 12/21/2021
By
Miami -D Product Control
3/24/17: UPDATED TABLE &
ELEVATION.
W z
CD
G
=
:m6
C4
co
O
r- o
C
to
o
wro
�y
C"! zw
O
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O J o a
IL'CCo
Z
W
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= W5 s
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Ld Z 'e ¢
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C)Wr S2
2
Mato
-
r
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� Z v
v
W
M
W
O
O
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o
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Z
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O
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Q
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O
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aaY
',alt 111111711 j1!
/ !
LYNIV
No. 58705
1¢
0, '?AT � `
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S1t?NAL 1S�yCj`�.
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 12:
TABLE 13:
CO
Anchor Quantities, XOX,114 -1/2 -1/4
with Glass Types A, 8, C, G, H & I
=
Cxeratl
Width
0 11
Haight
Anchor Group A
Ar chor Group B
I Anchor Group G
}lead 6 Sia Jarnb Head S Sin Jamb Hand 8 Silt Jamb
53-178"
28"
1+C2+1+C2+1
2
t+C2+1+C2+i
2
i+C2+1+C2+1
2
S0'
1+C2+1+C2+1 2 1+CZ+1+C2+1 2 1+C2+1+C2+1
2
74"
I+C2+1+C2+1 2 t+CZ+t+C2+1 2 1+C2+1+C2+1
2
84•
1+C2+2+C2+1 2 1+C2+T+C2+1 2 1+C2+1+C2+1
2
98•
1+C2+2+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1
2
108-318'
t+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1
2
108"
t+C2+2+C2+1 2 1+C2+1+02+1 2 1+02+1+0Z+1
2
1111
1+C2+2+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1
2
83118"
3�
t+C2+1+C2+1
2
1 1+C2+1+C2+1
2
1+C2+1+C2+1
2
80"
1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1
2
74'
t+GZ+1+C2+1 2 I+C2+1+02+1 2 I+C2+1+C2+1
2
84'
1+C2+2+C2ti 2 1+C2+1+02+1 2 1+C+I+ 2+1
2
86"
1118-vir
1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+{2+1+C2+1
2
t+02+2+C2+T 2 1+(2+2+C2+i 2 1+C2+1+C2+1
2
108"
T+C2+2+02+1 2 1+C2+2+C2+1 2 i+C2+1+C2+1
2
111"
1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1
2
531/8'
"
1+C2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
SO'
1+02+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1
2
74'
I+C2+1+C2+1 2 i+C2+t+Cx+l 2 t+C2+1+C2+1
2
84"
1+C2+2+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1
2
d
1+C2+2+C2+1 2 1+C2+1+G2+1 2 1+C2+1+C2+1
2
1063/8"
f+C2+2+C2+1 2 i+C2+2+C2+1 2 t+C2+1+C2+1
2
108'
I+C2+2+C2+1 2 I+C2+2+CZ+1 2 I+C2+1+C2+1
2
Ill,
1+C2+2+C2+1 2 T+C2+2+CZ+1 2 i+C2+1+C2+1
2
53118"
48-
1+C2+1+CZ+l
3
1+C2+1+C2+1
3
t+C2+1+C2+1
3
80'
1+02+1+02+1 3 I+C2+1+C2+1 3 t+C2+1+02+1
3
74"
1+02+t+CZ+1 3 1+C2+1+C2+1 3 1+C2+1+02+1
3
84'
9+G2+2+C2+t 3 1+C2+1+C2+1 3 i+C2+1+CZ+t
3
36`
1+02+2+02+1 3 i+CZ+2+02+1 3 1+C2+f+C2+1
3
106-38'
1+CZ+3+C2+13 I+C2+2+C2+1 3 1+C2+1+C2+1
3
108'
I,M+3+a+1 3 I+C2+2+C2+1 3 I+C2+1+C2+1
3
Ili,
1K2+3+C2+1 3 I+C2+2+C2+1 3 I+C2+1+C2+1
3
53418"
1+CZ+1+02+1
1+C2+1+C2+1
3
I+C2+i+C2+1
3
f+C2+7+C2tf
3
60'
i+C2+1+02+1 3 1+02+1+C2+1 3 7+C2+1+C2+1
3
74'
1+C2+1+C2+1 3 I+C2+1+C2+1 3 i+C2+1+02+1
3
84",�
1+C2+2+C2+1 3 1+CZ+1+C2+1 3 T+C2+1+CZ+7
3
88'
1+C2+2+C2+1 3 1+C2+2+C2+1 3 I+C2+t+C2+1
3
108:US.
I+C2+3+C2+1 3 1+02+2+C2+1 3 i+C2+1+C2+1
3
toe
1+C2+3+02+1 3 1+C2+2+0Z+1 3 1+C+1+C2+1
3
111`
1+C2+3+C2+1 3 1+C2+2+02+1 3 1+C2+2+02+1
3
53118•
3
t+C2+1+C2+1
3
i+C2+1+CZ+1
3 1
1+C2+1+C2+1
3
S0'
1+C2+1+02+1 3 i+C2t1+C2+1 3 I+C2+1+C2+1
3
74'
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C�2+1+C+1
3
84'"
1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+t2+I+C2+1
3
86'
I+C2+2+C2+1 3 1+C2+2+G2+1 3 1+C2+1+CZ+1
3
1083x8"
1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1
3
108'
1+02+3+02+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1
3
111'
I+C2+3+C2+1 3 1+C2+2+C2+1 3 I+C2+2+C2+1
3
53-118"
air
1+C2+1+C2+1
3
1+C2+1+C2+1
3
i+C2+1+C2+1
3
SO'
1+C2+1+42+1 3 1+02+1+C2+1 3 t+C2+I+C2+1
3
74'
1+C2+1+02+1 3 1+02+1+C2+1 3 1+C2+1+C2+1
3
89"
1+C2+2+G2+I 3 i+C2+1+C2+1 3 7+02+1+C2t1
3
48'
1+C3+2+C3+1 3 t+02+2+02+1 3 1+C2+i+G2+1
3
1083x6'
1+03+3+C3+1 3 1+C2+2+C2+i 3 1+C2+1+C2+1
3
108"
i+C3+3+C3+1 3 1+C2+2+C2+1 3 t+C2+1+C2+1
3
it T"
i+03+3+C3+1 3 I+C2+2+C2+1 3 1+C2+2+C2+1
3
53118'
S
i+C2+1+C2+1
3
I+C2+1+C2+1
3
1+C2+1+C2+1
3
67
1+C2+1+C2+1 3 I+C2+1+C2+1 3 i+C2+1+C2+1
3
74'
1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1
3
84'
i+C3+2+C3+1 3 I+C2+1+C2+1 3 T+C2+1+C2+1
3
86"
i+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C2+",tt2+t
3
1063x8"
1+C3+3+C3+1 3 I+(2+2+C2+1 3 1+C#1+C2+1
3
1D8°
i+C3+3+C3+1 3 1+02+2+C2+t 3 1+C2+1tC2+9
3
111•
t+C3+3+C3+1 3 I+C2+2+C2+1 3 9+C2+2+C2+1
3
TABLE 13:
TABLE KEY
X O X
CO
Anchor Quantities, X0)(, 114 -112 -114
wlth Glass Types D, E, F, J, K & L
=
HEAD AND SILL ANCHOR QUANTITIES
0"rall
Width
Overall
Haight
Anchor Grove A
Anchor Group B
Anchor Group C
Head 8 Sill Jamb Hand 8 $III Jamb Bead 8 8111 Jamb
1/
28
1+C2+ +C2+1
2
1+C2+1+C2+1
2 -!+C2+1+C2+1
2
ST
1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1
2
74'
1+C2+2+C2+1 2 1+CZ+1+C2+1 2 1+C2+1+C2+1
2
84"
1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1
2
88'
1+C2+2+CZ+7 2 1+C2+2+C2+1 2 I+C2+1+C2+1
2
108-3!8'
1tC2+2+C2+1 2 1+C2+2+C2+1 2 I+C2+t+C2+1
2
108"
1+C2+2+C2+1 2 1+C2+2+C2+1 2 t+C2+1+C2+1
2
IIV
I+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+i+C2+1
2
53-1/8'
36"
1+C2+1+G2+1
2
I+C2+1+C2+1
2 1+CZ+I+C2+1
2
60'
I+C2+1+C2+1 2 1+C2+1+C2+1 2 I+CZ+1+C2+1
2
74"
i+(2+2tC2+1 2 t+C2+1+02+1 2 1+C2+1+02+1
2
84'
1+C2+2+02+1 2 1+C2+1+C2+t 2 i+C2+1+C2+1
2
S6'
10838"
1+f2+2+C2+1 2 1+C2+2+C2+1 2 I+C2+1+C2+1
2
t+02+3+02+1 2 1+C2+2+C2+1 2 I+C2+2+C2+1
2
low
t+02+3+G2+t 2 1+C2+2+C2+1 2 1tC2+2+C2+1
2
III`
I+G2+3+C2+1 2 i+C2+2+C2+1 2 1+C2+2+C2+1
2
63-18'
38318`
1+C2+1+C2+1
2
1+02+1+C2+1
2 1+C2+1+CZ+i
2
SO'
1+02+1+C2+1 2 1+CZ+I+C2+1 2 1+02+1+CZ+l
2
74'
1+G2+Z+C2+t 2 1+02+1+02+4 2 1+C2+1+C2+1
2
84"
t+C2+Z+C2+1 2 1+C2+1+C2+1 2 I+C2+1+CZ+1
2
98'
t+C2+2+02+1 2 I+C2+2+C2+1 2 I+C2+1+C2+i
2
1063/8"
I+C2+3+02+1 2 t+C2+2+C2+1 2 1+C2+2+C2+1
2
108'
1+[2+3+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1
2
Ill,
t+C1+3+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1
2
53-118"
4a"
I+C2+1+C2+1
3
1+C2+1+C2+1
3 1+C2+1+C2+i
3
ST
1+C2+1+CZ+i 3 i+CZ+1+C2+1 3 I+C2+1+C2+1
3
74'
I+C2+2+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1
3
W
i+C2+2+C2+1 3 1+C2+1+CZ+i 3 1+C2+1+CZ+1
3
88"
1+02+3+C20 3 1+C2+2+02+I 3 1+C2+i+C2+1
3
10638•
t+C2+3+C2+1 3 i+C2+2+C2+1 3 1+C2+2+C2+1
3
108"
i+CZ+3+C2+1 3 1+C2+2+C2+1 3 1+02+2+C+1
3
t+C2+3+C2+1 3 t+C2+2+C2+1 3 i+C2+2+02+1
3
W-1/8'
50518'
1+CZ+1+02+1
3
1+02+1+C2+1
3 I+C2+i+C2+1
3
60•
1+C2+1+C2+1 3 I+C2+1+C2+1 3 t+C2+1+C2+1
3
74"
I+02+2+C2+1 3 1+C2+1+C2+1 3 1-C2+1+C2+1
3
84'
i+C2+2+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1
3
W
T+02+3+C2+1 3 1+CZ+2+C2+1 3 1+02+1+C2+1
3
10838'
1+C3+3+C3+1 3 i t+C+2+C2+1 3 I+C2+2+C2+1
3
108'
1+C3+3+03+1 3 1+C2+2+C2+1 3 1+C2+2+LK+l
3
III,
1+C3+3+02+1 3 i+C2+2+C2+1 3 I+C+2+C2+1
3
5398'
84"
i+C2+1+C2+1
3
1+C2+1+C2+1
3 1+C2+1+C2+1
3
S0'
1tC2+1+C2+1 3 1+CZ+1+C2+1 3 i+C2+1+C2+1
3
74'
I+C2+2+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1
3
84'
1+C3+2+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1
3
88'
T+C3+3+C3+1 3 i+C2+2+C2+1 3 1+02+1+C+1
3
los-w8'
1+03+3+03+1 3 1+02+2+C2+1 3 I+C2+2+C2+1
3
too"
i+C3+3+03+1 3 1+C2+2+C2+1 3 I+C2+2+C2+1
3
I11"
1+C3+3+C3+1 3 I+C2+2+C2+1 3 1+C2+2+C2+1
3
53118'
Sor
I+C2+1+C2+1
3
1+02+1+C2+1
3 I+CZ+I+C2+1
3
SO'
1+C2+1+02+1 3 i+C2+1+C2+1 3 7+C2+1+C2+1
3
74"
f+03+2+03+1 3 1+C2+1+C2+I 3 1+C2+1+C2+t
3
84'
i+03+2+C3+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1
3
88'
i+C3+3+C3+1 3 1+C2+2+02+1 3 1+C2+1+C+1
3
1083f8"
I+C3+3+C3+1 3 i+C2+2+C2+1 3 1+C2+2+C2+1
3
70S"
1+03+3+c3+1 3 1+C2+2+CZ+i 3 1+C2+2+C2+1
3
IT7'
1+03+3+C3+1 3 1+C2+2+02+1 3 1+C2+2+C2+1
3
53-1/6'
83'
1+C2+1+C2+1
3
I+C2+1+C2+1
3 I+C2+1+C2+1
3
SO'
1+12+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1
3
74'
i+C3+2+C3+1 3 i+CL+1+C2+i 3 1+02+1+C2+1
3
84'
1+C3+2+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1
3
88"
1+C3+3+C3+1 3 1+02+2+C2+1 3 1+C2+1+C2+1
3
10638"
I+C3+3+C3+1 3 I+C+2+C2+1 3 1+C2+2+C2+1
3
106•
I+C3+3+C3+I 3 1+C2+2+C2+1 3 1+02+2+C2+1
3
tit"
1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1
3
TABLE KEY
X O X
CO
1+C2+2+C2+1 3 --ANCHOR QUANTITY PER JAMB
=
HEAD AND SILL ANCHOR QUANTITIES
>
A CLUSTER OF (2) ANCHORS CENTERED
Q0
ON EACH MEETING RAIL PLUS (1)
u
ANCHOR AT EACH OPERABLE VENT
3;
O
PLUS (2) ANCHORS AT FIXED SECTION.
O
U)
(8) ANCHORS TOTAL AT HEAD AND SILL.
(4" MIN. O.C. ANCHOR SPACING)
25 3/4" MAX.
-.-j I+-4" MIN., 10-1/2" MAX.
9" MAX. X_ O X
MTG. RAIL, P.
EXAMPLE CLUSTER WI QTY.
OF (2) ANCHORS
(SHOWN IN TABLE KEY ABOVE)
NOTES
1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF
MEETING RAiL CENTERLINE,
25 3/4" MAX. FROM CORNERS.
JAMBS: 9" MAX. FROM CORNERS AND 22 1/2"
MAX. O.C.
2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER
WINDOW IN TABLE.
3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS.
4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS
TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP.
BOTH THE DP AND ANCHOR QUANTITY REMAIN
UNCHANGED.
5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2.
PRODUCT REVISED
as complying with the Florida
Building Code
Now -No. 17-0411.06
Expiration Date 12/21/2021
By
Mi ..
Miami -Da roduct Control
3124117: UPDATED TABLE &
ELEVATION.
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