HomeMy WebLinkAboutPRODUCT APPROVALGENERAL NOTES: SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW IMPACT RATING. DESIGN PRESSURE RATING
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). LARGE & SMALL MISSILE VARIES PER OPTIONS,
A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" PVB INTERLAYER. IMPACT RESISTANT SEE SHEET 9
B. 511W LAM! 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 .09W 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 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER.
F. 7116" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .09Q" PVB INTERLAYER
G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 31W AIR SPACE AND 5/16" LAMI-
- - CONSISTING OF (2) LITES OF-1/8" ANNEALED GLASS- WITH A-.090" PVB-INTERLAYEk_
H. 13/16" LAM] IG: (1) LITE OF 1/8" OR 3/1C" ANNEALED (MIN.) GLASS; 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 10 ANNEALED GLASS AND (1) LITE
OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER.
1.13M6" LAMI iG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 8/'16" OR 3/8" AIR SPACE AND 5/16" LAMI���+'
CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. BY
J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3116" OR 114" AIR SPACE AND 7116" LAMI Sq. Lude MCI A
CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER
K.13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3116" OR 114" AIR SPACE AND 716" LAMI
CONSISTING OF (1) LITE OF 3/16" 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 3116"ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI
CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER.
2. CONFIGURATIONS: OX, X0, 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 331/3% 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 NONS
ANSUAFSPA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
a. THIS PRODUCT -HAS BEEN DESIGNED 8 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.
TABLE 1
Anchor
Anchor Type
Frame
Substrate
Min. Edge
Min, O.C.
Min.
wavibedment or
Group
Member
Distance
Distance
Metal Thickness
2, Steel SMS (tar. 4
Southem Pine (SG;; 6.55).
9/16"
718"
8"
6063-75 Aluminum
3(8"
9116" •
118"
A
(min. of thread beyond
All
metal substrate)
A36 Steel or Or. 33 Steel Stud
3/8"
9/16"
0.045" 18 Ga)
Jamb
Hollow Block ASTM C90)
1-3w
6"
1-1/4"
114" Elco UltraConO
All
Concrete min. 2.85 W
1"
4"
I-aw
B
All
Southern Pine (SG = 0.55)
1"
1"
1-3/8"
1/4" 410 SS Elco CreteFlex a
All
Southern Pine (SG = 0.55)
1"
1"
1-3/8a
Jamb
Hollow Block, (ASTM C90)
2112" •
6"
1-1/4"
C
114" 410 88 Elco CreteFiex G
All
Concrete (min. 3.35 ksi)
21/27
4"
1-/4"
TABLE 2:
atedel
- 1t1r_Fr-
Steel screw
92 ksi
120 kSl
Elan Ultmoon ®
155 ksi
177 kW
410 SS Elco CreteFlex 0
127.4 ksi
180.7 kei
Wa3-T5 Aluminum
16 kel
22 kai
9WT-B Aluminum
25 ksi
30 ksl
ASS Steel
36 ksi
50 ksi
Gr. 33 Steel Stud 1
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.
:ODES / STANDARDS USED.,
*2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
a2014 FLORIDA BUILDING CODE (FBC), 6TH EDITION
OASTM E1300-09
•ANSI/AF&PA NDS-2015 FOR'WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM-2015
+AISI S100-12
•RISC 360-10
NOA DRAWING MAP
SHEET
GENERAL NOTES.............1
GLAZING DETAILS ............. 2
ELEVATIONS. ................... 3
VERT. SECTIONS ............: 4
CORNER DETAIL .............. 4
PARTS LIST ....................... 5
EXTRUSIONS--* ............... 6
INSTALLATION .................. 7
DESIGN PRESSURES....... 8
ANCHOR QUANTITY ....... a&
PRODUCT REVISED _
as compsy-►�- - with tfie-Florlda
Building Code
NOA-No. 17-0411.06
Expiration bate 12/21/2021
By
Miami -per a roduct Control
312017: NEW.LAYOUT, SHEET
REORGANIZATION, UPDATED
ANCHOR QUANTITY PER FBC
2017, CHANGED ANCHOR TYPES
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SAW OR 11V AIR SPACE
9f6.OR 3116' ANNEALED OR TEMPERED GLASS
13116, NOM.
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GLASS TYPES:
A. 5110" LAMI - (1/8" A,.090" PVB,11W A)
B. 5/16- LAMI - (1/8- A,.090" PVB,1/8" HS)
C. 5116" LAMI - (118" HS,.090" PVB, 1/8- HS)
D. 711W LAMI - (3116" A,.690" PVB, 3/16-- A)
E. 7/16" LAMI - (3116" A,.090" PVB, 3116" HS)
F. 7/16" LAMI - (3/16- HS,.090" PVB, 3/16" HS)
G. 13/16" LAMI IG -118" OR 311 V A (MIN.), 5/16" OR 31W SPACE, 5/16- LAMI - (1 /8" A,.090" PVB,1/8" A)
H.13116" LAMI IG -1/8" OR 3/16- A (MIN.), 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8" A,.090" PVB,.1/8" HS)
1. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAM] - (1/8" HS,.090" PVB, 118" HS)
J.13116" LAMI IG -118" OR 3/16" A (MIN.), 3/16" OR 114" SPACE, 7/16" LAMI - (3/16" A,.090" PVB, 3/16- A)
K. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 3/16. OR 1/4" SPACE, 7/16- LAW - (3/16" A,.090 3/16- HS)
L. 13/16" LAMI IG -1/8" OR 3/16- A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16- 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.
5116" NOM:
POLYISO-
BUTYLENE
SEAL
ROLL -FORMED
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EXT. GLASS
INT. GLASS
DURASEALD
& SPACER
Tull r- -q-
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XL EDGETM
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5/16"NOM.
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INT. GLASS
Part #
Dendpiion
Material
85
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See this
Sheet for
Materials
86
Quanex Super Spacer nXT with Hot Melt Butyl
87
Quanex DuraSeal Spacer
88
CardbW X Edge Spacer
WERE CE TEST REPORTS: -8717, 8968 & 8970
PRODUCT REVISED
as complying with the Florida
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NOA-No. 17-0411.06
Expiration Date 12/21/2021
By ��
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SEE ANCHOR TABLE, SHEET 1
TABLE, SHEET 1
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TABLE, SHEET 1
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TABLE, SHEET 'I,
NOTES:
1. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS
WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 1x WOOD BUCKS ARE OPTIONAL IF
UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS
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HAVING JURISDICTION.
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3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
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FLORIDA BUILDING CODE.
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112'�
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3
53.1/8•
1+C2+1+CZ+1
3
1+C2+1+C2+t
3
1+C2+1+C2+1
3
6p•
1+C2+1+M41
3
1+C2+1+02+t
3
1+C2+1+C2+1
` 3
W
7,r
1+Cd+1+02+1
3.
i+C2+1+C2+1
3
i+C2+4+C2+i
3
t+G2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+02+1
3
8¢•
1+C2+1+C2+1
3
1+C2+1+C2+1
3
t+C2+1+C2+1
3
6t1-7/18°
1+G2+1+02+1
3
i+C2+1+G2+1
3
1+C2+1+02+1
3
4r
S4•
i+C2+1+CZ+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
53-Vir
67
1+C2+1+C2+1
3
1+02+1+C2+i
3
1+02+1+C2+1
3
1+C2+1+02+1
3
1+02+1+C2+1
3
1+C2+1+C2+1
3
86'
1+02+1+C2+1
3
1tC2+1+C2+1
3
1+02+1+C2+1
3
74'
1+C2+1+C2+1
3
1+C2+1+C1+1
3
1+C2+1+C2+1
3
84•
1+02+1+C2+1
3
1+02+1+C2+1
3
t+C2+1+C2+1
3
8B�77C�'
i+C2+1+C2+1
3
1+02+1+02+1
3
1+G2+1+G2+1
3
40'
80•
t+C2+i+C2+i
3
1+CZ+t+C 2+1
3
1+C2+1+C2+1
3
63-lff
1+C2+1+C2+1
3
1+C2+1+C2+1
3
i+C2+1+C2+1
3
80'
1+02+1+C2+1
3
1+C2+i+C2+1
3
1+C2+1+02+1
3
86'
1+C2+1+C2+1
3
1+02+1+102+•1
3
1+C2+1+C2+1
3
74•
1+C2+1+C2+1
$
1+02+1+C2+1
3
1+C2+1+C:2+1
3
8
i+CZ+1+C2+1
3
i+C2+1+C2+1
3
1+C2+1+C2+1
3
98-T116-
i+C2+1+C2+1
3
I+C2+1+C2+1
3
i+C2+1+C2+1
3
W_
53-iff
6tr
68•
W
- C2t1+C2
1+C2+•_+ -
—
+�+'r+020+
_3-- _
i+C2+1+07r+t
3
1+C2+1+02+1
3 1
1+CZ+1+C2+1
3
1+1021+1+02+1
3
1+C2+1+02+1
3
i+C2+1+C2+1
3
t+C2+1+02+1
3
1+02+1+C:2+1
3
1+C2+1+C2+1
3
74'
1+02+1+02+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
e4•
-7118"
1+C2+1+C2+1•
3
1+C2+1+C2+1
3
1+C2+1+C 2+1
9
1+C3+1+C3+1
3
1+C2+1+G2+1
3
1+C2+1+C2+1
9
TABLE 11:
Anchor Quantities, XOX,113-1/3.113
with Glass Types D, E, F, J, K & L
OtisraB
Width
awmil
Hight
Anchor Group A
Anchor Group B
Anchor Group C
Wed & Sill
Jamb
Hand & Srll
,Iamb
Herd & SIII
Jamb
46'
28•
_ -
t+CZ+1+C2+1
2
1+C2+1+02+1
2
11+102+1+102+1
2
53-1/8'
1+02+1+C2+1
2
1+02+1+C2+1
2
1+C2+1+C2+1
2
60'
t+C2+1+C2+1
2
1+02+1+C2+1
2
1+02+i+G2+i
2
88'
i+C2+1+C2+1
2
1+C2+1+C 2+1
2
1 i+C2+1+C2+1
2
74•
1+C2+1+C2+1
2
t+C2+1+C2+1
2
1+C2+1+C2+1
2
84•
i+C2+1+C2+1
2
1+C2+1+C2+1
2
I+C2+1+C2+1
2
88.7/18•
1+02+1+C2+1
2
1+C2+i+C2+1
2
1+C2+1+C2+1
2
1W
38"
1+G2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
511.1f6•
i+C2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C 2+1
2
gp`
1+C2+1+C2+1
2
i+C2+1+C2+i
2
1+432+1+02+1
2
68'
t+C2+1+C.1+1
2
S+C22+1+02+1
2
1+02+1+C2+1
2
740
1+C2+1+C2+1
2
1+02+1+C1+1
2
1+02+1+C3+1
2
841
1+C2+1+02+1
2
1+M+1+C2+1
2,
1+C2+i+t2+1
2
86.7/18•
1+C2+1+C 2+1
2
1+Ce2+1+C2+1
2
1+02+1+C2+1
2
48•
W-Wir
1+G2+1+C2+1
2
1+C2+1+M41
2
1+02+1+C2+1
2
53-1f8•
1+C2+1+Cr2+1
2
1+02+1+CZ+1
2
1+CiZ+1+C2+1
2
6a•
1+C2+1+02+1
2
1 1+C2+1+02+1
2
1+02+1+G2+1
2
88•
t+C2+1+C2+1
2
1+G2+1+C1+1
2
i+C2+1+p2+1
2
744
1+C2+1+C2+1
2
1+C 2+1+C2+1
2
i+C2+1+C2+1
2
34•
1+C2+1+C2+1
2
1+C2+1+02+1
2
i+C2+1+Ci+1
2
$8.7/ty
1+C2+1+C2+1
2
i+C2+1+C2+1
2
1+02+1+C2+1
2
48'
48•
-
1+G2+1+02+1
3
1+C2+1+C2+1
3
1+02+1+C2+1
3
53.1/8•
1+C 2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
60'
1+C2+1+C2+1
3
1+02+1+C'2+1
3
1+02+1+C2+1
3
Mr
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+t+C2+1
3
74'
1+C2+1+02+1
3
1+02+1+C2+1
3
1+C 2+1+C2+1
s
84'
1+C2+1+02+1
3
i+C2+1+C1+1
3
1+C2+1+C2+1
3
8&7118'
1+02+1+C2+1
3
1+C2+1+CZ+1
3
1+C2+1+C2+1
3
48'
5C4B'
1+C2+1+C2+1
3
1+C2+1+C2+1
3
i+C2+1+C2+1
3
53-1B`
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+02+1+CZ+i
3
88'
1+02+1+C2+1
3
1+C2.+1+02+1
3
i+02+1+C2+1
3
88•
1+C2+1+C2+1
3
1+C2+1+C2+1
3
i+C2+1+C2+1
3
74•
t+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
840
1+02+1+C2+1
3
i+C2+1+02+1
3
1+C2+1+C2+1
3
8&T/18•
i+C2+1+C2+1
3
1+C 2+1+C2+1
3
1+C2+1+02+1
3
41r -
54•
1+C2+1+C2+1
3
1+C2+i+C2+1
3
1+02+1+C2+1
3
59-im
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+CZ+1+C2+1
3
W
t+C2+1+G2+1
3
1+C2+1+C,2+1
3
1+02+1+C2+1
3
W
1+C2+1+C2+1
3
i+C2+1+C2+1
8
I+C2+1+cam+1
3
740
1+C2+1+C2+1
3
i+C2+1+02+1
3
1+C2+1+C2+1
3
84•
1+C3+1+C3+1
3
1+C2+1+C2+1
3
I+C2+1+C2+1
3
8&MV
1+C3+1+C3+1
3
1+02+1+C1+1
3
i+C2+1+C2+1
3
4a•
SW
1+C2+14=0
3
J+C2+1+C2+1
3
1+C2+1+02+1
3
63-IW
1+C2+1+C2+1
3
i+C:2+1+C2+1
3
i+C2+1+C.2+1
3
80•
t+G2+1+C2+1
3
i+C2+1+01+1
3
1+C2+1+C2+1
3
W
i+C2+1+C2+1
3
t+C 2+1+C2+1
.3
1+C2+1+C2+1
3
74'
1+C3+1+C3+1
3
1+C2+1+C2+1
3
1+02+1+C.2+i
3
84"
1+C3+-1+C3+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
W7/1ir
i+C3+1+C3+1
3 1
1+C2+1+C2+1
3
1+C2+1+C2+1
3
63'
_
_ __..
53.116,
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+02+1+C2+1
3
80•
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C22+1
3
W
1+C3+i+C3+1
3
1+C2+1+C�2+1
3
1+C2+1+C2+1
3
74'
1+C3+1+C3+1
3
1+C2+1+C2+1
3
1+C2+1+G2+1
3
Wi+CS+1+C3+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C3+1+C3+1
3
i+C2+i+CZ+I
3
i+C2+1+02+1
3
TABLE KEY:
X o x
1+C3+1+C3+1 3 —ANCHOR QUANTITY PER JAMB
HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF (3) ANCHORS CENTERED
ON EACH MEETING RAIL PLUS (1)
ANCHOR AT EACH OPERABLE VENT
PLUS (1) ANCHORS AT FIXED SECTION.
(9) ANCHORS TOTAL AT HEAD AND SILL.
(4" MIN. O.C. ANCHOR SPACING)
25 3/4" MAX.
1 •—•-� H---4" MIN., 10-112" MAX.
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.
.IAMBS: 9° MAX. FROM CORNERS AND 221/2"
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 Dat 12/21/2021
By
Nliam! a Product Control
3/24/17; UPDATED TABLE &
ELEVATION.
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U
B.1
I.IJ
W
1
LL
o
p
o
to
�m
J
z
Pow
Z
co
N
N
Xo
z
�
O
=
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o
Ud
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P" 58705
TAM F 49-
Anchor Quantities, XOX, 114 -112 -114
wifh Glass Types A, B, C, G, H & I
CAamu
YYIdIti
owlatl
"Wahl
Anchor Group
A
I Amhcr
P 5
Anchor Gaup
C
Head a 611
Jamb
Head & si0
.lamb
Hood & 617
Jamb
53- I
t t+C2+1
2
1+C2+1+C2+1
1+ +1
2
60"
1+G2+1+C2+1
2
1tC.'Z+1+02+1
2
1+C2+1+C2+1
2
74"
1+C2t1+C2+i
2
1+C Z+1+CZ+1
2
1+02+1+C2+1
2
w26'
1+C2+2+C2+1
2
1+C2+1+C2+-1
2
1+C2+1+C2+1
2
96"
1054V
1+C.2+2+C2+1
2
i+G2+1+GZ+t
z
1+02+1+G2+1
2
1+02+2+C2+1
2
1+G2+1+C2+1
2
1+C2+1+C2+1
2
108'
1+C2+2+C2+1
'2
1+C2+i+C2t1
2
1+C2+1+G2+i
2
i11`
1+C2+2+C2Z+1
2
1+G2+1+CZ+1
2
i+C2+1+C2+1
2
g3118•
----
1+C2+1+02+1-
--2
1+C2+ttC2+1
2—
-t+GZ+1+C2+t
2—
80'
1+C2+1+C2+1
2
1+C2+1+M+t
2
1+C2+1+02+1
2
74"
1+G2+1+C2+1
2
1 1+C2+1+C2+1
2
1+C2+1+C:2+1
2
84•
1+C2+2+C2+1
2-
1 1+CZ+1+02+i
2
1+C2+1+C2+1
2
106318'
1+C2+2+C2+1
2
1+M41+C2+1
2
1+C2r1+C2+1
2
i+C2+2+C2+i
27
1+C2+2+C3+1
2
1+C2+1+C2+1
2
1Dg
1+C2+2+C2+i
2
1+C2+2+02+i
2
1+C2+1+Ca+1
2
111"
1+C2+2+C2+1
2
1+C2+2+C3+1
2
1+CZ+1+C2+1
2
631/8'
"
1+0Z+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
80"
1+C2+1+C1+1
a
1+02+l+t2+1
2
i+C2+1+C2+1
2
T4'
1+G2+1+C2+1
2
i+C Z+1+G2+1
2
1+C2+1+t2+1
2
84'
i+02+242+1
2
1+C2+i+C2+i
2
i+C2►1+C2+1
- 2
96'
1;•C2+2+C2+1
'2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
108,i1fl
io8'
t}C2+2+C2+1
2
1+C2+•2+C2+1
2
.1+C2+1+CZ+1
Z
1+C2+2+C2+1
2
1+C2+2+CZ+1
2
1+C2+1+C2+i
2
1t1"
1+CZ+2+C2+1
2
1+C2+2+C2+1
2
i+C2+1+CZ+1
2
63.11a"
1+C2+i+C2+i
3
1+C2+1+C.2+1
3
1+C2+1+C2+1
.3
C3i'
i+C2+1+G2+1
3
1+02+•1+C2+1
3
1+02+1+C2+1
3
74"
1+C2+1+C2+1
3
1+C2+i+G2+1
•3
1+C2+1+C2+1
3
1+C2+2+C2+1
3
1+C2+1+C2+1
3-
1+02+1+CZ+1
3
or
1+C2+2+02+1
3
1+•CZ+2+02+1
3
1+C 2+i+C2+1
3
108,r
1+02+3+02+1
3
1+CZ+2+0Z+1
3
4+CZ+1+02+1
3
10gr
i+CL+3+02+1
3
1+C2+2+C2+1
3
1+C2+1+C2+1
3
Ill,
1+C2+3+C2+1
3
i+C2+2+C2+1
3
1+02+1+C2+1
3
33-IM
1+C2+1+C2+1
3
1*Ca2+1+02+1
3
1+C2+•t+C2+1
3
60'
1+C2+1+C2+1
3
1+CZ+1+C2+1
3
1+02+1+02+1
3
W
1+C2+1+C2+1
3
1+C2+1+C2t1
3
1+C2+142+1
3
84"
1+C2+2+C2+1
3
1+C2+1+C2+1
3
i+C2+1+CZ+1
3
w
1+C2+2+C2+1
.3
1+C2+2+CZ+1
3
1+C2+t+C2+1
3
1094V
1o$'
1+C2+3+C2+1
3
1+(2+2+C2+1
3
1+C2+4+C2+i
3
1+G2+3+G2+1
3
i+CZ+2+•C2+1
3
1+C2+1+02+1
3
fill
jtc2+•3+C2+1
3
i+C2+2+C2+1
3
1+CL+2+C Z+1
3
6"ff
t+C 2+1+C2+1
3
1+C2+1+C2+1
3
1+t2+1+C2+1
3
or
74'
1+C2+1+CZ+l
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+02+1+02+1
3
1+G2+1+C2+1
3
84'
98'
1063t8'
t+•C2+2+C2+1
3
1+C2+1+02+1
3
'I+C2+1+C2+•1
a
1+02+2+C2+1
3
1+C2+2+02+1
3
1+C2+1+C2+1
3
1+G2+3+C2+1
3
1+C2+2+02+1
3
1 t+C2+1+02+1
3
108'
t11'
1+C2+3+C2+1
3
1+02+2+02+1
3
1+02+1+C2+1
3
1+C2+3+C2+i
3
1+02+2+C2+1
3
1+C22+2+C2+1
3
53.1tr
�,
1+02+1+C1+1
3_
1+C2+1+02+1
3
i+c2+•1+cz+i
3
or
1+C2+f+C2*1
3
1+02+1+C2+1
3
14C2+1+G2+1
3
74'
1+02+1+C2+1
3
i+C2+1+C2+1
3
1+C2+1+C2+1
3
8q•
1+C2+2+CZ+1
3
1+C2+i+C2+1
3
1+C2+1+C2+1
3
gg'
1+C3+2+C2+1
3
1+C2+2+t2+1
3
1+C2+1+C2+1
3
SDB.1fB
1+03+3+C3+1
3
1+C2+2+C2+1
3
142+142+1
3
1118"
1+G3+3+C 3+1
3
1+C3+2+C2+1
3
t+C2+1+C2+1
3
111"
i+C3+3+C3+1
3
1+C2+2+C2+1
3
1+02+242+1
3
3—
AtL2*1_42t1
142+1+C2+1
3
1+C2+1+C2+1
3
80`
1+02+1+C2+1
3
3
l+C2+1+C2+1
3
74'
i+C2+1+C2+1
3
1+C2+1+C2+1
_ 3
1+02+1+C2+1
3
84•
1+C3+2+C3+1
3
1+02+1+C2+1
3
1+C2+1+C2+1
3
or
1+C3+2+C3+1
3
i+C2+2+C2+1
3
1+t2+1+C2+1
3
tt}63f8"
1+C3+3+C3+1
3
1+CZ+2+C2+1
3
1+CA2+1+C2+1
3
ipBF
1+C3+3+03+1
3
1+C2t2+C2+i
3
1+C2+t+C2f1
3
t11•
1+3+3+C3+1
1 3
1+C2+2+C2+1
3
1+C2+2+C2+1
3
TABLE 13:
Anchor Quanddes, XOX,114 -112 -114
wNh Glass Types D, E, F, J, 6 & L
Overall
1M1WAh
00mg
Heght
Anchor group
A
ArWhor Group
B
I Anchor Group
G
Head & 610
Jamb
Heat & 819
Jmn6
I Head & SM
Jamb
1
21Y
1+C2+ + +
1+C2+1
+ t
2
6C1'
1+C2+1+02+1
2
1+G2+1+C2+1
2
t+C2+i+C2+t
2
TV
1+C2+2+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
g4•
1+C2+2+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
10g 3i�
l08"
2
1+C2+2+C32+1
.2
1+C 2+1*C 2+1
2
tC2+2+C2+1
2
1+C2+2+C2+1
2
1+G2+i+C2+1
2 .
1+CZ+2+C2+1
1 2
1+C2+2+C2+1
2
1+CZ+1+C2+1
2
111'
1+C2+2+C2+1
1 2
1+C2+2+d2+i
2
1+02+1+CL+1
2
36"
1+C2+1+C2+1
I 2
1+02+1+C2+1
a
1tC2*1+Cr'2+1
2
80r
+C2+1+C2+1
2
1+C2+1+02+1
2
1+C2+1+C2+1
2—
74•
i+C2+2+C2+1
a
1+C2+1+C2+1
2
1+02+1+{2t1
2
84
96•
1Qsaw
1+C2+2+C2+1
2
1+02+1+C2+1
2
1+C2+1+C2+1
2
1+C2+2+C2+1
2
1+C2+2+02t1
2
i+C2+1+C2+1
2
1+C2+3+C2+1
2
1+C22+2+C2+1
2
1+CZ+2+02+1
2
108'
i+C2+3+C2•+9
2
1+C2+2+C2+1
2
1+CZ+2+C2+1
2
111'
1+C2+3+C Z+1
2
1+C:2+2+L2+1
2
1+C2+2+C2+1
2
53-f18'
8.
itG2+1+CL+1
2
1+02+1+C2+1
2
1+C2t1+G2+i
2
87
1+C2+1+C2+1
2
1+022+1+C2+1
2
1+C2+1+M+t
2
74"
1+C2+2+C2+1
2
1+02+i+C2+t
2
1+C2+1+C2+1
2
841
1+C2+2+C2+1
2
1*C+2+1+CZ+1
2
1+C2+1+C2+1
2
w
1+C2+2+C2+1
2
1+C2+2+C.2+1
2
i+C2+1+CZ+1
2
Ice-wr
1+C2+3+02+1
2
1+C2+2+C2+1
1 2
1+C L42+C2*1
2
103•
i+C2+3+C2+1
2
1+C2+2+C2+1
2
1+C2+2+C2+1
2
tti"
I+C2+3+C2+1
1 2
1+C2+2+C;2+i
2
1+C2+2+C2+1
2
53d18"
48•
i+c2+1+C2+1
3
i+{2+1+C2+1
3
1tC2+1+C7+1
3
80'
1+C2+1+C2t1
3
1+CL+1+CZ+1
3
1+C2+1+C2+1
3
74'
i+C2+2+C2+1
3
1+C7+1+C2+1
3
1+C2+i+CZ+1
3
$�
1+CZ+•2+C2+1
3
1+C2+i+02+1
3
1+C2+1+C244
3
SB"
1+CZ+3+02+1
. 3.
1+CZ+2+Cl+1
3
S+C2+1+C2+1
3
106-318
f+C2+3+C2+i
3
1+C2+2+C2+1
3
1+02+2+C2+1
3
fll(f
1+C2+3+C2+1
3
1+C2+7+02+1
3
1+02+2+C2+1
3
111`
1+C2+3+02+1
3
1+C +2+C2+i
3
1+C2+2+G2+1
3
53-IW
6o&IB"
1+C2+1+C2+1
3
1+C2+1+02+1
3
1+C2+1+C2+1
3
ff
1+C2+1+C2+1
3
1+C2+1+C2+1
3
t+C2+1+02+1
3
74"
1+C2+2+C2+1
3
i+C2+1+C2t1
3
1+C2+1+C2+1
3
84'
1+G2+2+C2+1
a
i+C2+1+02+1
3
11-C2f1+C2+1
3
3ti
100-W
i+C2+3+GZ+1
3
1+CZ+2+G2+1
3
1+C2+1+CZ+t
3
1+C+3++3+03+1
3
i+C2+2+C2+1
3
1+C2+2+02+1
3
10e
1+03+3+C3+1
3
1+C2+2+r.2+1
3
1+C2+2+C2+1
3
t+C3+3+C3+1
3
1+C 2+2+C2+1
3
1+C2+2+G2+1
'3
63-U8'
54'
1+02+1+C2+1
3
1+C2+1+C2+1
3
1+02+i+CZ+1
3
w
1+C2ti+C2+1
3
i*C2+i+C2+1
3
1=+1+CL+1
3
74'
i+C2+2+C2+1
3
1+4=+i+C2+1
3
1+C2+1+C2+1
3
84'
1+C3+2+C3+1
3
1+C2+1+02+1
3
1+C2+1+G2+1
3
w
ioB,v
1+C.31+4+C3+1
3
1+C Z+2+C2+1
3
1+02+1+C2+1
3
1+03+3+C2+1
3
1+C2•+2+02+1
3
1+C2+2+C2+1
3
108'
1+c3+3+C2+i
3
1+C2+2+C2+1
3
1+C22+2+02+1
3
111'
1+C3+3+C2+1
3
1+C2+2+C2•+1
3
1+C2+2+G2+1
3
53-IW
1+t2+1+CZ+i
3
i+{2+1+02+1
2
1+02+1+M+1
3
5C'
1+02+1+C2+1
3
1+02'+t+C2+1
3
1+C2+1+C2+1
3
T4
1+C3 2+Cd+t
3
1+C2+1+02+1
3
1+C2+1+02+1
3
84
1+03+2+C2+1
3
i+C.2+1+C2+1
3
1+(2+1+C2+1
3
w
1+C3+3+C2+•1
3
1+12+2+02+1
3
1+CZ+1+C2+1
3
103318"
1+C3+3+03+1
a
1+C2+2+02+1
3
1+G2+2+C2+1
3
for
1+C3+3+C3ti
3
1+02+2+C2+1
3
1+C2+2+02+1
3
111"
i+03+3+C3+1
3
1+02+2+C2+1
3 1
1+C2+2+C2+i
3
53-118'
63"
i+C2+1*02+i
3
1*C2+1+C2+1
3
1+G2+1+C2+1
3
I-+
_ _
74'
S+C3+•2+C2+1
3
1+C2+1+C2+1
3
i+02+1+C2+1
3
84•
1+C3+2+C3+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
or
i+C2+3+C3+1
3
1+C2+2+C:2+1
3
1+C2+t+C2+1
3
tti6.3B"
1+03+3+C3+1
3
1+C2+2+C2+1
3
i+C2+2+02+1
3
io6'
1+q+3+C3+1 1
3
1+C2+2+C2+1 1
3 1
t+C2+2+C2+1
3
Ili-
1+c3+3+03+1 1
3
1+C2+2+CZ+1 1
3 1
1*C2+2+C2+1
3
TABLE KEY:
X O X
1+C2+2+C2+1 3 ----ANCHOR QUANTITY PER JAMB
HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF (2) ANCHORS CENTERED
ON EACH MEETING RAIL PLUS (1)
ANCHOR AT EACH OPERABLE VENT
PLUS (2) ANCHORS AT FIXED SECTION.
— — --(8) ANCHORS TOTAL AT --HEAD AND SILL--
(4" MIN. O.G. ANCHOR SPACING)
r--r25
314" MAX.
•-� [ ---4" MIN., 10-112" MAX.
9" MAX. X O X
MTG. RAIL, TYP.
EXAMPLE CLUSTER W/ QTY.
OF (2) ANCHORS
(SHOWN iN TABLE KEY ABOVE)
NOTES
1) WINDOW DP 1 ANCHOR QUANTITIES ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD &SILL: 101/2" MAX. ON EACH SIDE OF
MEETING RAiL CENTERLINE.
25 314" MAX. FROM CORNERS.
JAMBS: $" MAX. FROM CORNERS AND 22112"
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.
-rig \f,r nw r,--n...r-a..v..... ................r....2� 2VY ., .........
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 ^'
Miami -Do
roduct Control
324117; UPDATED TABLE 11
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