HomeMy WebLinkAboutZAMMIT 2ND PACKETix Alum Buck can be See Elevation view for Post Detail
used as needed ,� le -Product Schedule*
**See buck detail*` #20r #19 #18
#21' Item Product
#24 #23 #22 Valentine Customer: mmit 2 Single Hung
Living #17 12478 Harbour Ridge Blvd 3-2 3 Single Hung
\`>#A Room Palm City, FL 34990 4 Single Hung
Office 5 Single Hung
Contractor: 6 Single Hung
The Home Depot 7� Single Hung
2455 Paces Ferry Rd C-11 o Single Hung
Atlanta, GA 30339
Single Hung
Valentine Zammit #16 Swing Doole g
74'
12478 Harbour Ridge Blvd 3-2 12 Single Hung
Palm City, FL 34990 13 Single Hung
14 Sliding Door
15 Sliding Door
Enclosed #15 16 Sliding Door
Family Room 17 Sliding Door
18 Sliding Door
19 Sliding Door
Entry ._. 20 Sliding Door
#A, #14 \Existing Railing 21 Fixed Window
to remain 22 Single Hung
#13
Kitchen #12' 23 Single Hung
24 Single Hung
#11 A 1x2.75x.650 Mull
B 1x2.75x.650 Mull
C 3x6x.125 Alum Post
All Items Impact Glass** #10 D 4x6x.125 Alum Post
**All Items size for size replacement**
Master
#1 Bedroom
#9
Bedroom Bedroom #8
Approval#
18-0430.06
18-0430006
18-0430006
18-0430006
18-0430.06
18-0430.06
18-0430.06
18-0430.06
18-0430.06
18-043 )w06
19-1126.08
18-0430.06
18-0430006
19-1126.03
19-1126003
19-1126603
19-1126.03
19-1126003
19-112 3003
19-112 3603
18-0430005
18-0430006
18-0430006
18-0430006
17-0630001
17-0630.01
Detail AA
Detail AA
Size Required DP
53"x72" +41.6 -55.9
37"x72" +42.6 -55.9
37"x72" +42.6 -55.9
37"x72" +42.6 -55.9
37"x51" +43.6 -57.9
37"x51" +43.6 -57.9
37"x51" +43.6 -57.9
27"x73" +43.5 -57.6
27"x73" +43.5 -57.6
27"x73" +43.5 -57.6
34"x87" +42.3 -55.3
37"x72" +42.6 -55.9
37"x72" +42.6 -55.9
128"x87" +38.5 -47.7
115"x87" +38.8 -48.3
176"x87" +37.6 -45.8
93"x87" +39.4 -49.5
120"x87" +38.7 -48.0
120"x87" +38.7 -48.0
120"x87" +38.7 -48.0
48"x113" +40.6 -51.8
37"x72" +42.6 -55.9
37"x72" +42.6 -55.9
37"x72" +42.6 -55.9
73" long +42.6 -55.9
51"long +43.6 -57.9
87" long +38.7 -48.0
87" long +38.7 -48.0
Allowable DP
+65
-80
+65
-80
+65
-80
+65
-80
+65
-80
+65
-80
+65
-80
+65
-80
+65
-80
+65
-80
+70
-80
+65
-80
+65
-80
+60
-60
+60
-60
+60
-60
+60
-60
+60
-60
+60
-60
+60
-60
+80
-80
+65
-80
+65
-80
+65
-80
+56.5
-56.5
+150.7 -150.7
+50
-50
+50
-50
Master I}'� #g 4x6x.125 4x6x.125 3x6x.125 3x6x.125 3x6x.125
Bathroom Bathroom jalum Post Alum Post Alum Post Alum Post Alum Posi
Cnnrrete Headerle
FLOOR PLAN #5
50'
General Notes
Florida Building Code 2017 (6th Edition)
Wind Loads Calculated Based on ASCE 7-10, V=160mph, Exposure D,
Category II and Enclosed Building
Concrete Floor and Header with Block Walls
Products Installed as per Manufacturer Specs
Scope of Engineering
-Replace 16 Impact Windows and 8 Impact Doors size for size
-Attachment Detail for 3x6 or 4x6 Aluminum bucking as needed
at jambs for new door install
2 story condo building -Unit is on 2nd Floor
Iiding
S
I
#20
2 Panel E
120"x87'
ding Door
#19
2 Panel
1201yx87'
ding Door
#18
2 Panel
120"x87'
Door
\Existing Block
Column to remain
Install Alum Bucking as
**See Attachment Detail**
needed for door install
\ \Existing Block
Column to remain
Concrete Floor
\Existing Block
Column to remain
Existing Block
l
Column to remain
1xA/um Buck can be
used as needed
"`See buck detail''*
#24 #23 #22
Office
Elevation View for Post Detail.
i
#19 #18
Living
Room
74' Valentine Zammit
12478 Harbour Ridge Blvd 3-2
Palm City, FL 34990
Entry
*"All Items Impact Glass'"`
"""All Items size for size replacement""
#1
Bedroom Bedroom
Enclosed
Family Room
#13
Kitchen #12
#11
#10
Master
Bedroom
#9
Customer:
Valentine Zammit
#17 12478 Harbour Ridge Blvd 3-2
Palm City, FL 34990
#16
#15
fisting Railing
to remain
Contractor:
The Home Depot
2455 Paces Ferry Rd C-11
Atlanta, GA 30339
-Product Schedule'
Item
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
A
B
C
D
Product
Single Hung
Single Hung
Single Hung
Single Hung
Single Hung
Single Hung
Single Hung
Single Hung
Single Hung
Single Hung
Swing Door
Single Hung
Single Hung
Sliding Door
Sliding Door
Sliding Door
Sliding Door
Sliding Door
Sliding Door
Sliding Door
Fixed Window
Single Hung
Single Hung
Single Hung
1x2.75x.650 Mull
1x2.75Mull
3x6x.125 Alum Post
4x6x.125 Alum Post
x.650
Approval#
18-0430006
18-0430906
18-0430006
18-0430006
18-0430.06
18-0430006
18-0430.06
18-0430.06
18-0430.06
18-0430.06
19-1126008
18-0430.06
18-0430.06
19-1126003
19-1126003
19-1126003
19-1126003
19-1126003
19-1126003
19-1126003
18-0430405
18-0430006
18-0430006
18-0430006
17-06
30001
17-0630.01
Detail AA
Detail AA
Size
53"x72"
37"x72"
37"x72"
37"x72"
37"x51"
37"x51"
37"x51 "
27"x73"
27"x73"
27"x73"
34"x87"
37"x72"
37"x72"
128"x87"
115"x87"
176"x87"
93"x87"
120"x87"
120"x87"
120"x87"
48"x113"
37"x72"
37"x72"
37"x72"
73" long
51"long
87" long
87" long
Required DP
+41.6 -55.9
+42.6 -55.9
+42.6 -55.9
+42.6 -55.9
+43.6 -57.9
+43.6 -57.9
+43.6 -57.9
+43.5 -57.6
+43.5 -57.6
+43.5 -57.6
+42.3 -55.3
+42.6 -55.9
+42.6 -55.9
+38.5 -47.7
+38.8 -48.3
+37.6 -45.8
+39.4 -49.5
+38.7 -48.0
+38.7 -48.0
+38.7 -48.0
+40.6 -51.8
+42.6 -55.9
+42.6 -55.9
+42.6 -55.9
+42.6 -55.9
+43.6
+38.7 -48.0
+38.7 -48.0
-57.9
Allowable DP
+65
-80
+65
-80
+65
-80
+65
-80
+65
-80
+65
-80
+65
-80
+65
-80
+65
-80
+65
-80
+70
-80
+65
-80
+65
-80
+60
-60
+60
-60
+60
-60
+60
-60
+60
-60
+60
-60
+60
-60
+80
-80
+65
-80
+65
-80
+65
-80
+56.5
#8
#B
�#7
Master ##6 4x6x.125 4x6x.125 3x6x.125 3x6x.125 3x6x.125
Bathroom Bathroom Alum Post Alum Posii Alum Post Plum Post Alum Post
Concrete Header i \
FLOOR PLAN #5
50'
General Notes
Florida Building Code 2017 (6th Edition)
Wind Loads Calculated Based on ASCE 7-10, V=1 ii0mph, Exposure D,
Category II and Enclosed Building
Concrete Floor and Header with Block Walls
Products Installed as per Manufacturer Specs
Scope of Engineering
-Replace 16 Impact Windows and 8 Impact Doors size for size
-Attachment Detail for 3x6 or 4x6 Aluminum bucking as needed
at jambs for new door install
2 story condo building -Unit is on 2nd Floor
S
#20
2 Panel
12011x87'
ding Door
#19
2 Panel 141
1207lx87
ding Door
#18
2 Panel
120"x87'
ding Door
`Existing Block
Column to remain
Install Alum Bucking as
needed for doorinstall
*'See Attachment Detail"''
Column to remain
�\Existing Block
Concrete Floor
Column to remain
\Existing Block
Existing Block/
Column to remain
PGT OHA>~R FORM'
TIME 12:2z:2o
DATE 05/06/2020
CSR & EXT TOM V. x21326
DEALER # 12228
CUSTOMER VAI Zammit
JOB # 1-1000NVH4
PO #
WINGUARD (IMPACT) ENERGYVUE (NON -IMPACT)
REMODEL NEW CONSTRUCTION
ALICE W.x21343
DEALER NAME
SALES CONSULTANT
ORDERED BY
ORDERED BY PHONE #
CITY,STATE
SHIP TO #
MDI? YES NO
IF'NO' INDICATE STANDARDS DESIRED
REQUIRED FOR MIAMI DADE:
WOOD OPENING
1 f& F:R TAPrON
THD AT HOME SERVICES
Paul Stahl
1112 WOOD SCREW
1/4" SS4 CRETEFLEX
CONCRETE OPENING
S.O.#
SHIP DATE
SHIP VIA
LEAD TIME AUTH
CHECKER'S INITIALS
SOLD ON PROMO YES
NO
7'U
�
c
777
IV I
U
p.
j
=
options
LABOR
STD
XOperatirig
TYPE
TOP -or-
�
Hardware
OPTIONS/.'
FLANGE
a
¢77
HANDING
FLAT (F} -or-
BOTTOM
m
m
Screens
M[S,C ITEMS
WIDTH
HEIGHT
PGT
SF'EG.
or BOX
WIDTH
HEIGHT
a
F
or- REV
&Stationary
SCULPTURED (S)
PATTERN
or- ALL.
` &Mulls:
CODE
UI
COUNT
ROOM
Q
SERIES #
CODE _
FRAME
INTERIOR
EXTERIOR
( (in:)
(in.)
UI
STACK .
Viewed from the outside
: (RH-or-LH)
_
.
Standard,Standa
F
13
KITCH
9704
SFf ®
B
WH
WH
37
72
109
rd :WHT
3
standard
X
x
L
Standard, TMP
FuII,Standard
14
FAM
9704
PD-SL
B
WH
WH
128
87
215
3
stack
WHT
2
X
X
Standard, TMP
Full,Standard
15
FAM
9704
PD-CTU
B
WH
WH
175
67
202
2
WHT
standard
S
L, L
Standard, TMP
FuI1,Standard
16
LIV
9704
PD-SL
B
WH
WH
176
87
263
3
3
stack
WHT
standard
X
S
Standard, TMP
FuII,Standard
17
LIV
9704
PD-CTU
B
WH
WH
93
87
180
2
2
stack
WHT
standard
S
L, L
Standard, TMP
FuII,Standard
18
LIV
9704
PD-SL
B
WH
WH
4a.8.
215
3
3
stack
I
WHT
i
�1
z
t
.,
Lm
door panels
, MISC(13)
: WOCD
Job Level
MISC(3) : Stair
carry
.,..a s,e Qnme int Tarmc
R rnnr/ihr)nc nn the back
of
the vellow (Customer)
copy.
-.-
PGT ORY}MR FORM,
TIME 12:22:20
DATE 05/06/2020
CSR & EXT TOM V. x21326 ALICE W. x21343
DEALER # 12228
CUSTOMER VAI Zammit
JOB # 1-1000NVH4
PO #
WINGUARD (IMPACT) ENERGYVUE (NON -IMPACT)
REMODEL NEW CONSTRUCTION
DEALER NAME
SALES CONSULTANT
ORDERED BY
ORDERED BY PHONE #
CITY, STATE
SHIP TO #
MDI? YES NO
NO'INDICATE STANDARDS DESIRED
REQUIRED FOR MIAMI DADE:
WOOD OPENING
114" SS TAPCON
THD AT HOME SERVICES
Paul Stahl
#12 WOOD SCREW
1/4" SS4 CRETEFLEX
CONCRETE OPENING
S.O.#
SHIP DATE _
SHIP VIA
LEAD TIME AUTH
CHECKER'S INITIALS
SOLD ON PROMO
YES NO
PGT USE
I
e.
e-
ree-
® r e
m
71FLANGE17
�y
c
0
77
N
Glass'.
Y
>,
i
Options
LABOR
11
z
¢ STD :
X-Operating
TYPE
TOP -or-
n
Hardware
OPTIONS l
PGT.
SPEC
-or- BOX
WIDTH
HEIGHT
IL
.
F or- REV
S-Stationary
HANDING
FLAT (F) or-
BOTTOM
m _
m
Screens
MISC ITEMS
WIDTH
'
HEIGH
COUNT
ROOM
Q
$FRIES #
CODE
FRAME
INTERIOR
EXTERIOR
Jim),
(€n.)
Ul
�
� STACK
Viewed from the outside
(RH-or-LH)
SGULPTUREU (S)
PATTERN
or- ALL
� '
�
&.MUMS
"CODE
(in.)
(in.) _
UI
19
LIV
9704
PD-SL
B
WH
WH
441.8.
215
3
3 standard
S
L, L
Standard, TMP
Full,Standard
110
v1
stack
WHT
20
LIV
9704
PD-SL
B
WH
WH
12e�
215
3
3
standard
S
L, L
Standard, TMP
FuII,Standard
stack
WHT
Standard
21
LIV
9704
P
B
WH
WH
48
113
161
22
OFC
9704
SH /"ll
vv
B
WH
WH
37
73
110
rd : WHT,Standa
rd : WHT,ML
rd,Standa
23
OFC
9704
Sfl ®
B
WH
WH
37
73
110
WHT,ML
rd : W
�
Standard,Standa
24
OFC
9704
SH o
B
WH
WH
37
73
110
rd :WHT
�
ali
NEW
0
Job Level MISC(3) : Stair carry door panels
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nave tcviewru anu ayiccu Willi oo fu., �N��,,...a...,,,� a„u .,,� .��.,�.,.... ......... ........._..._.._ _....._ _-__ _. ___ If_.._ , - 9 -
PQ I C}i;t3 R. FCiii3Yl
TIME 12:22:2a
DATE 05/06/2020
CSR & EXT TOM V. x21326 ALICE W. x21343
DEALER # 12228
CUSTOMER VAI zammit
JOB # 1-10CQNVH4
PO #
WINGUARD (IMPACT) ENERGYVUE (NON -IMPACT)
REMODEL NEW CONSTRUCTION
DEALER NAME
SALES CONSULTANT
ORDERED BY
ORDERED BY PHONE #
CITY, STATE
SHIP TO #
MDI? YES NO
IF'NO' INDICATE STANDARDS DESIRED
REQUIRED FOR MIAMI DADE:
WOOD OPENING
1/4" SS TAPCON
THD AT HOME SERVICES
Paul Stahl
#12 WOOD SCREW
1/4" SS4 CRETEFLEX
CONCRETE OPENING
S.O.#
SHIP DATE _
SHIP VIA
LEAD TIME AUTH
CHECKER'S INITIALS
SOLD ON PROMO
YES NO
PGT USE
s-
e•7u,
a•
t t a
t77
NGlass
j
z
Options
LABORFLANGE
STD
X Operating
TYPE
TOP=or- 2
y
Hardware
OPTIONSPGT
or -BOX
WIDTH
HEIGH
or- REV
S-Stationary
HANDING
FLAT (F) -or-
BOTTOM m
m
Screens
MISC ITEMS
WIDTH
NEIGH.
COUNT
ROOM
Q
SERIES:#
SPEC
-, QODE'-
FRAME
INTERIOR
EXTERIOR
(tnJ :
Cn.):STACK
Viewed from the outside
(RH-or-LH)
SCU.LPTURED. (S)
PATTERN -or- ALL �
�
& Mulls
CODE , .
::{in.) .
(in.) .
UI
St andard,$[anTa
F
7
BATH
9704
SH
B
WH
WR
37
51
88
rd :WHT
z`
Sta ndarT,Standa
F
8
MBED
9704
SHE /�
B
WH
WH
27
73
100
rd :WHT
4.1
MBED
9704
SH
6
WH
WH
27
73
100
Standard,Standa
rd :WHT
F
9
SH
B
WH
WH
27
73
100
St andarT,Standa
rd :WHT
F
10
MBED
9704
L
Standard, MP
11
MBED
9702
GD
B
WH
WH
34
67
121
1
FUII,Standardrd
WHT
rd,Standa
F
12
KITCH
9704
SH ®
B
WH
WH
37
72
109
rd WHT,ML
rd : W
f
a
s
Job Level MISC(3) : Stair carry door panels, MISC(7) : WOCD , MISC(8) : WOCD , MISC(9) : WOCD , MISC(10) : WOCD
MISC(12) : WOCD
...:.............ti,, a c„n.atrt.,nc nn tho hark of lha vallnw f('ustnmer) coov.
TIME 12:22:20
DATE 05/06/2020
CSR & EXT TOM V. x21326
DEALER # 12228
CUSTOMER VAI Zammit
JOB # 1-10CQNVH4
mmmmmmmm
PO #
WINGUARD (IMPACT) ENERGYVUE (NON -IMPACT)
REMODEL NEW CONSTRUCTION
ALICE W. x21343
DEALER NAME
SALES CONSULTANT
ORDERED BY
ORDERED BY PHONE #
CITY, STATE
SHIP TO #
MDI? YES NO
NO'INDICATE STANDARDS DESIRED
REQUIRED FOR MIAMI DADE:
WOOD OPENING
1 /4" SS TAPCON
THD AT HOME SERVICES
Paul Stahl
#12 WOOD SCREW
1/4" SS4 CRETEFLEX
CONCRETE OPENING
SHIF DATE _
SHIP VIA
LEAD TIME AUTH
CHECKER'S INITIALS
SOLD ON PROMO
YES NO
PGT USE
i
•
r-
ree-
r s e
r
-.
c'
0
7
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Glass
Y
>
z
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¢ STD
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TYPE
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rn
Hardware
OPTIONS I
PGT
SPEC
-or-BOX
WIDTH
HEIGHTa
r< or -REV
S-Stationary
HANDING
FLAT
BOTTOM
m
m ,
Screens
MISCiTEMS
WIDTH
HEIGHT
COUNT
ROOM
Q
SERIES#
.
:: CODE:'
FRAME
INTERIOR.
EXTERIOR,
. (Im),.
(in.) .
UI
tl�g
*r�' STACK
Viewedfrom the alltside
(RH-or-LH)
SCULPTURED (S)
PATTERN
.:-or-ALL
;.
& MUlls .
CODE 9
(in.)
(in.) :
Ui
1
BED
9704
SH 1
B
WH
WH
53
72
125
Sda
F
lo
WHTtndard,Standa
2
BED
9704
SH
B
WH
WH
37
72
109
Standard,Standa
F
®
rd: WHT,ML
_
3
BED
9704
SH. g
B
WH
WH
37
72
109
Standard,Standa
F
f�Jl
rd: WHT,ML
4
BED
9704
SH_
B
WH
WH
37
72
109
Standard,Standa
F
rd : WHT
®
5
BATH
9704
SH
B
WH
WH
37
51
88
Standard,Standa
F
rd : WHT
6
BATH
9704 -
SH
B
WH
WH
37
51
as
Standard,Standa
F
rd: WHT,ML
•
R
Job Level MISC(3) :Stair carry door panels, MISC(1) : WOCD , MISC(2) : WOCD , MISC(3) : WOCD , MISC(4) : WOCD
MISC(5) : WOCD MISC(6) : WOCD
,
n..
nave reviewed and agreed with au/DD specmcduorrs anu ina apeclar r cnnn a wiiumvua ul I u I= ua�n ul u f= ram,,,,.• I-���^w
Customer Signature
IAML iw
EPARTMENT OF ••Y AND ECONOMIC RESOURCES•
OARD AND CODE ADMINISTRATION DMSION
"iOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
MIA MI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
vvww.miamidade.�ov/economy
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 on
Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AID.
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, mclud' _
ESCRIPTION: Series "SH7700A" Aluminum Single Hung Window —L.M.I.
APPROVAL DOC rawmg o. - , titled "Aluminum Single Hung Install (LM)",
sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami -Dade County Product Control Section.
ACT RATING: Large and Small Missile Impact
LABELING: ac uni s a anen a e w1 t e manufacturer's name or logo, city, state,
modeUseries, 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 cin the applicable building code negatively affecting the performance of this
hange product.
TERMINATIere has been a revision or change
in the materiale of this NOA as an endorsement
ON of this NOA will occur after the expiration date or if ths, use, and/or manufacture of the product or process. Misus
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
Mremoval of NOA.
ADVERTISEami-Dade County, Florida, and
followed by the. If any portion of the NOA is
ENT: The NOA number preceded by the words Mie expiration date may be displayed in advertising literatur
displayed, then
INSPECTIOuser by the manufacturer or its
distributors anst of the Building Official.
This NOA it shall be done in its entirety.
N: A copy of this entire NOA shall be provided to the d shall be available for inspection at the job site at the requecon as approval document mentioned
sts of this page 1 and evidence pales E-1 and E-2, as well
above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MtAMf•DADE COUNTY
� NOA No. 18-0430.06
Expiration Date: August Z3, 2023
Approval Date: August 232 2018
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1
through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by
Anthony Limn Miller, P.E.
TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
-5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL484835.1, dated 04/03/18, signed and sealed by Idalmis Ortega, P.E.
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
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL484835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6t�'
Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURA►.NCE
1. Miami -Dade Department of Regulatory and Economic Resources (R.ER).
Mandel
Product
finer
NOA No.'1.�40 30.06
Expiration Date: August 23, 2023
Approval Date: August 23, 2018
E-1
PGT Industries, Inc.
MATERIAL CERTIFICATIONS
1 Notice of Acceptance o 174114.14 issued to Kurara America Inc.
a
"Trosifol® Ultrclear,
expiring on 07/08/19.
2. Notice of Acceptance N(,
"SentryGlas® (Clear and
07/04/23 6
for their
Ol/18/18)
17-0808.02 issued to Kuraray America, Inc. for their
White) Glass Interlayers" dated 12/28/17, expiring on
F. STATEMENTS
1. Statement letter of conformance to FBC 6t'' Edition (2017), dated April 24, 2018,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed
by Manuel Perez, P.E
G. OTHERS
1. None.
E-2
Manuel`Per .E.
Product Control E a ner
NOA No. 18- 30.06
Expiration Date: August 23, 2023
Approval Date: August 23, 2018
SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF
THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS, FOR
INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP)
MUST BE TEMPERED, USE ONLY GLASS TYPES 3, 7, 12, 13 OR 15,
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY
APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE
SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI
PER ANCHOR TYPE,
4) ALL WOOD BUCKS LESS THAN 1-1 /2" THICK ARE TO BE CONSIDERED tX INSTALLATION
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 AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTU
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (E
OR ARCHITECT OF RECORD, (AOR).
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR
STUCCO, USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBED
INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING & FLASHING STRA 1
FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYO
THE SCOPE OF THESE INSTRUCTIONS,
6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT
NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOP
71 DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL &CYCLE TESTING AND GLASS PE
ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL &CYCLE
TESTING AND GLASS PER ASTM El300,
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, THE 1.6 LOAD DURATION FACTOR
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE,
9) METAL SUBSTRATE TO MEET MIN, STRENGTH AND THICKNESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING
JURISDICTION,
10) REFERENCES: TEST REPORTS FTL 18-7835.1 & 18-7835.2: ELCO ULTRACON NOA; ELCO
CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,
ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL
11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL.
ioeTintJCAll Al CRAPES
I I 11
O (D O O
_ = 2 3:RECTANGULAR. 1 RADIUS -TOP RECTANGULAR
WITH EQUAL WITH PROVIEW WITH CUSTOM
LITE SASH SASH SASH
ALL SHAPES WITH ALL SASH CONFIGURA I TUNS Arts Arrrcvvw. o1 ��v
MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE
TABLES ON THE FOLLOWING SHEETS.
17-13/16" MAX.
17-314" MAX. 17-314"
(17-1 /4" BUCK) ..... MAX.
B, SEE+_ O.C.
SHEETS 8 & 9 i
A, SEE
SHEETS 8 & 9 f
EQUALLY
SPACED i
ANCHORS PER
TABLES 6 & 7
OI
x,
EQUALLY SPACED
ANCHORSPER
TABLES 6 & 7
9-1/2" MAX.
(9" MAX. BUCK)
fl
gs-� "" ANCHORS AT SILL �
53-1/8" MAX. TIP TO TIP WIDTH
ELEVATION
OWN WITH
MAX.
BUCK)
DESIGN PRESSURE RATING IMPACT RATING
VARIES PER GLASS TYPE, LARGE & SMALL MISSILE
SEE SHEETS 2-5 IMPACT RESISTANT
D, SEE _
SHEET 10
C, SEE
- � SHEET 10
MAX,It O.C_
84"
MAX.
TIP
12-1/16" MAX. O.C. TO
TIP 1
HEIGHT 1
13 5/16+" MAX. O.C.
_ —J— to MAX,
-�j O.C.
_ A
"
1WEEP NOTCH
AT EACH END
�i
TABLE
1: ALLVVVHCLt t�uiaa i i r�o DP
Glass Descrlptlon (Listed from Exteriorto Interior) Table #
T
1 1/8"AN, .090" PVB, 1/8" AN 2
1/ AN CAP, AIRSPA / AN, .090" PVB, 1/B" AN 2
3 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3
4 1/8" HS, .090" PVB, 1/8" HS 4
5 3/16" AN, .090" PVB, 3/16" AN 4
6 13/16" UG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 118" AN 4
7 13/16" LIG: 3116" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4
8 3/16" AN, .090" SG, 3/16" AN 5
9 3/16" HS, .090" SG, 3116" HS 5
10 13116" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090' SG, 1/8" HS 5
11 13/16" LIG 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 5
12 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 118" H5 5
13 13/16" LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 5
14 13/16" LIG: 3/16" AN CAP , AIRSPACE, 118" HS, .090" SG, 118" HS 5
15 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5
CODES /STANDARDS USED:
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•ASTM E1300-09
•ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S100A2
•AISC 360-10
O.C.
AX. BUCK WIDTH
4-11/16" MAX.
5" MAX.
4-11/16" MAX.
ELEVATION FOR TYP. FIN
EQUAL -CITE COS
USER INSTRUCTIONS:
ES
83"
MAX.
BUCK
HEIGHT
C
WEEP NOTCH
AT EACH END
PRESS
1) ERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN
URE REQUIREMENT FROM ASCE 7.
2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW
CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN
PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED THE
DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING
OBTAINED IN STEP 1,
3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & 7.
4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION, SHEET 8
FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN
INSTALLATION.
NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME
PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR
EQUAL LEG/BOX).
PVB = KURARAY TROSIFOL® PVB INTERLAYER
SG= KURARAY SENTRYGLAS® INTERLAYER
KURARAY AMERICA, INC.
BY
BY
KURARAY AMERICA, INC.
AN = ANNEALED
HS = HEAT -STRENGTHENED
TP =TEMPERED
GENERALNOTES ......:........................:................. 1
ANCHOR QUANTITEES/ GLAZING DETAILS : .:: 5 6 mot
INSTALLATION, FLANGE ...................................... 7
INSTALLATION, EQUAL LEG ................................. 8
INSTALLATION, INTEGRAL FIN,.,." 9
EXTRUSION PROFILES.........................................10
ASSEMBLY & PARTS LIST,." 11
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ONAY LYNN,��I
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Q ST TE OF ((Z`
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A. LYNN MILLER, P.E.
P.E.# 58705
ALL SHAPES WITH ALL SASH CONFIGURA I TUNS Arts Arrrcvvw. o1 ��v
MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE
TABLES ON THE FOLLOWING SHEETS.
17-13/16" MAX.
17-314" MAX. 17-314"
(17-1 /4" BUCK) ..... MAX.
B, SEE+_ O.C.
SHEETS 8 & 9 i
A, SEE
SHEETS 8 & 9 f
EQUALLY
SPACED i
ANCHORS PER
TABLES 6 & 7
OI
x,
EQUALLY SPACED
ANCHORSPER
TABLES 6 & 7
9-1/2" MAX.
(9" MAX. BUCK)
fl
gs-� "" ANCHORS AT SILL �
53-1/8" MAX. TIP TO TIP WIDTH
ELEVATION
OWN WITH
MAX.
BUCK)
DESIGN PRESSURE RATING IMPACT RATING
VARIES PER GLASS TYPE, LARGE & SMALL MISSILE
SEE SHEETS 2-5 IMPACT RESISTANT
D, SEE _
SHEET 10
C, SEE
- � SHEET 10
MAX,It O.C_
84"
MAX.
TIP
12-1/16" MAX. O.C. TO
TIP 1
HEIGHT 1
13 5/16+" MAX. O.C.
_ —J— to MAX,
-�j O.C.
_ A
"
1WEEP NOTCH
AT EACH END
�i
TABLE
1: ALLVVVHCLt t�uiaa i i r�o DP
Glass Descrlptlon (Listed from Exteriorto Interior) Table #
T
1 1/8"AN, .090" PVB, 1/8" AN 2
1/ AN CAP, AIRSPA / AN, .090" PVB, 1/B" AN 2
3 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3
4 1/8" HS, .090" PVB, 1/8" HS 4
5 3/16" AN, .090" PVB, 3/16" AN 4
6 13/16" UG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 118" AN 4
7 13/16" LIG: 3116" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4
8 3/16" AN, .090" SG, 3/16" AN 5
9 3/16" HS, .090" SG, 3116" HS 5
10 13116" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090' SG, 1/8" HS 5
11 13/16" LIG 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 5
12 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 118" H5 5
13 13/16" LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 5
14 13/16" LIG: 3/16" AN CAP , AIRSPACE, 118" HS, .090" SG, 118" HS 5
15 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5
CODES /STANDARDS USED:
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•ASTM E1300-09
•ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S100A2
•AISC 360-10
O.C.
AX. BUCK WIDTH
4-11/16" MAX.
5" MAX.
4-11/16" MAX.
ELEVATION FOR TYP. FIN
EQUAL -CITE COS
USER INSTRUCTIONS:
ES
83"
MAX.
BUCK
HEIGHT
C
WEEP NOTCH
AT EACH END
PRESS
1) ERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN
URE REQUIREMENT FROM ASCE 7.
2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW
CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN
PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED THE
DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING
OBTAINED IN STEP 1,
3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & 7.
4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION, SHEET 8
FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN
INSTALLATION.
NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME
PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR
EQUAL LEG/BOX).
PVB = KURARAY TROSIFOL® PVB INTERLAYER
SG= KURARAY SENTRYGLAS® INTERLAYER
KURARAY AMERICA, INC.
BY
BY
KURARAY AMERICA, INC.
AN = ANNEALED
HS = HEAT -STRENGTHENED
TP =TEMPERED
GENERALNOTES ......:........................:................. 1
ANCHOR QUANTITEES/ GLAZING DETAILS : .:: 5 6 mot
INSTALLATION, FLANGE ...................................... 7
INSTALLATION, EQUAL LEG ................................. 8
INSTALLATION, INTEGRAL FIN,.,." 9
EXTRUSION PROFILES.........................................10
ASSEMBLY & PARTS LIST,." 11
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ONAY LYNN,��I
_ No. 58705
tt
Q ST TE OF ((Z`
!ONA� 0
A. LYNN MILLER, P.E.
P.E.# 58705
CODES /STANDARDS USED:
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•ASTM E1300-09
•ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S100A2
•AISC 360-10
O.C.
AX. BUCK WIDTH
4-11/16" MAX.
5" MAX.
4-11/16" MAX.
ELEVATION FOR TYP. FIN
EQUAL -CITE COS
USER INSTRUCTIONS:
ES
83"
MAX.
BUCK
HEIGHT
C
WEEP NOTCH
AT EACH END
PRESS
1) ERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN
URE REQUIREMENT FROM ASCE 7.
2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW
CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN
PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED THE
DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING
OBTAINED IN STEP 1,
3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & 7.
4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION, SHEET 8
FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN
INSTALLATION.
NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME
PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR
EQUAL LEG/BOX).
PVB = KURARAY TROSIFOL® PVB INTERLAYER
SG= KURARAY SENTRYGLAS® INTERLAYER
KURARAY AMERICA, INC.
BY
BY
KURARAY AMERICA, INC.
AN = ANNEALED
HS = HEAT -STRENGTHENED
TP =TEMPERED
GENERALNOTES ......:........................:................. 1
ANCHOR QUANTITEES/ GLAZING DETAILS : .:: 5 6 mot
INSTALLATION, FLANGE ...................................... 7
INSTALLATION, EQUAL LEG ................................. 8
INSTALLATION, INTEGRAL FIN,.,." 9
EXTRUSION PROFILES.........................................10
ASSEMBLY & PARTS LIST,." 11
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ONAY LYNN,��I
_ No. 58705
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Q ST TE OF ((Z`
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A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 2:
Bottom Sash Design Pressure (Ibslfl?) for Glass Types 1 & 2
Sash Height
Description Tip to Tip Width
Range (in)
Tor Given Range 1 g, 26' 33" 37" 41" 45" 49" 53-1/8"
24" Equal4ite 12,464 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -1 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0
Equal -lice 15.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -60.0 I- GLASS
NOT.
I- GLASS STACK
31" Standard Pmview 12.994 - 15.963 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +55.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.D 80.0 1/8" AN GLASS hppeov+ i as complying With t!m
Shortest 12,464-12.993 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 80.0 +65.0 80.0 +65.0 80,0 +65.0 -80.0 +65.0 �0.0
+65.0 -80.0 +65.0 -80.0 +65.0 -80.0 .090" PVBecia@s J'�BAn; >:ud
Equal -lice 19,652 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 118" AN GLASS 17Ete
+65.0 -80.0 +65.0 -80.0 +65.D -80.0 +65.0 -80.0 +65.0 -80.0 6�9-ta F
Standard Proview 15,944-19.651 +65.0 .80.0 +65.0 -80.0 +65.0 �0.0 30 7/di�mI D e Pr[rdact orterol
38-3/8" Custom Size 15.131-15.943 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -BD.O +65.0 �0.0
Custom Size 14.131-15.130 +65.0 -80.0 +65.0 80.0 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65 D 80.0 26
Shortest 12.464-14.130 +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 +65.0 �0.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 1/2"NOM.
+65.0 �D.O +65.0 -1 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80 0 +65.0 -80.0 GLASS BITE
Equal4ite 22.964 +65.0 80.0 EXTERIOR
Custom Size 20.131 - 22.963 +65.0 -00.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0
Standard Proview 1 B.594 - 20.130 +65.0 -8000 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65 0 -80.0 -
75
45' Custom Size 16.131 - 18.593 +65.0 80.0 +65.0 �0.0 +65.0 80.0
+65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 �0.0 0
Custom Size 15,131-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 34
Custom Size 14.131-15.130 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80,0
+65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0
Shortest 12.464-14.130 +65.0 -80.0 +65.0 80.0 +65.0 �0.0 +65.0 .80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 GLASS TYPE 1
Equal4ite 24.964 +65.0 -80.0 +6540 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 BD.O +65.0 80.0 +65.0 -80.0 +65.0 -80,0
Custom Size 22.131 - 24.963 +65.0 -80.0 +65.0 00
-80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0
ti U)
Standard Prov+ew 20.194 - 22130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65-0 -80.0 +65.0 8D.0 +65.0 -80.0 +65.0 80.0 W ? >
+65.0 -SD.O +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65-0 -80.0 C) > ^aa
49" Custom Size 18.131 - 20.193 w
Custom Size 16.131-18.130 +65.0 -80.0 +65.0 SO.D +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -B0.0 +65.0 �0.0 o cO U
Custom Size 14.131 - 16.13D +65.0 -80.0 +65.0 �0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -77.6 `n x I p Q'
+65.0 80.0 +65.0 -B0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.1 13/16" NOM. (7 N z w a o O
Shortest 12,464-14,130 +65.0 -80'0 +65.0 -80.0 +65.0 -80.0 I GLASS STACK O M Z Z
Equal-lite 25.777 +65.0 -80.0 +65.o -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 �0.0
m 090" PVB OLL
_ 0
x +65.0 �0.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -B0.0 +65.0 �0.0Z CID
a Custom Size 24.131 - 25.776 +65.0 -B0.0 AIRSPACEPI
Standard Proview 20.844 - 24.13D +65.0 -B0.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.D 80.0 +65.0 -80.0 +65.0 80.0 = W 7 N J 8
+65.0 -80.0 +65.0 �0.0 +65.0 80.0 +65.0 -B0.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 1/B" AN GLASS 1/8" AN GLASS W U ®J J Vmo ❑ o
_n Custom Size 20.131-20.843 +65.0 -80.0 +65.D -80,0 +65.0 -80.0 +65.0 -80.D N
50-5/8 Custom Size 18.131-20.130 +65.0 -B0.0 +65.0 -B0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 75 ~ W ¢ JQ DMO
+65.0 -80.0 +65.0 �0.0 +65.0 -77.6 31 O111
Custom Size 16.131-18.130 +65,0 -80.0 +65.0 -80.0 +65.0 �0.0 +65.D 80.0 +65.0 -80.0 r � i
Custom Size 14.131 - 16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.1 O Z O Z
Shortest 12.464 - 14.13D +65 0 -80.0 +65.0 -80.0 +65.0 -80.0 + 80.0 +65.0 80.0 +65.0 80.0 +N -80.0 +65.0 -73.9 5�OR 58 12" NOM.
+65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.D -80.0 65.0 -80.0 +65.0 -80.0 +65.0 �D.O +65.0 �0.0 EXTERIOR GLASS BITE Z LL
Equal -life 31.964 O
Custom Size 28.131 - 31,963 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 + +65.0 �0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77,6
+65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -73.9 COD= CV
wCustom
ew 25.794 - 28.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -72.7 N W
+65.0 -80.0 +65.0 -80.0 70-73 ® °N' J
e 24.131-25,793 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -7B.B +65.0 -70.5 V
63"e 22.131 - 24.130 +65.0 -60.0 +65.0 -80.0 + 55.0 -80.0 +65.0 -80.0 +65.0 -80.0 5�OR 35B
+65.0 -80.0 +65.0 -80.0 +65.0 -77.1 +65.0 �8.4 = Z 1aa45
e 20.131 - 22.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 f'
+65.0 80.0 +65.0 -75A +65.0 -66.5 GLASS TYPE 2 Z
e 18.131 - 20.130 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 < W Q
+65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -77.1 +65.0 -73.8 +64.7 -64.7
e 16.131-18.130 +65.0 -80.0 +65.0 -80.0 O Z J O
+65.0 80.0 + -80.0 +65.0 -75,9 +65.0 -71.8 +65.0 -68, + Z m O
Shortest 13.1W-16,130 +65.0 -80.0 0 ~ r
Equal life 38.464 +65.0 80.0 +65.0 -80.0 65,0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80 0 +65.0 -90.0 +65.0 -73.9 w � � _
+65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.8 + U J Q to
Custom Size 36,131 - 38.463 +65.0 -1 +65.0 - Q
Custom Size 34.131-36.130 +65.0 -80.0 +65.D -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -8D.0 +65.D -77.9 +65.0 -69.4 aI1!1 'Dsa4 saua5
76" StandardProview 30,994-34.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �0.0 +65.0
Custom Size 30.131 - 30.993 +65.0 -80.0 +65.0 -B0.0 +65.0 -80.0 +65.0 -80.0 +65.0 �0.0 +65.0 -78.9 +65.0 -74.6 +65.0 `� t / / /
Custom Size 26.131 - 30.130 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0` NY LYN/V f�i�
+65.0 -8D.0 +65.0 -75.9 +65.0 -71.8 +65.0 �6.2 +62.3 -62.3 �� - - • ��� ��
Shortest 26.194'-28,130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 \ _` • IGENSF
+65.0 �0.0 +65.0 �0.0 +65.0 -80-0 +65.0 -80.0
Equal-lite 42,464 +65.0 65.6 Q '
84" Custom Size 38.131-42.463 +65.D 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 �0.0 +65.0 -78.9 +65.0 -74 6 +62.3 62.3 No. 58705
Standard ProWew 34.194` - 38,130 H +65.0 1 -Ann 1 +65.0 1 -8(.0
MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT b
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT
ST E /F✓ 4(/4J
MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS. TIP TO TIP HEIGHT- 49,806
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT-48,806 �i��SS.FtORIOp;.•�G��
//'///ONAI,
AN= ANNEALED //j / ! 1 1 1 1 11 t �
1) TIP TO TIP DIMENSIONS SHOWN, FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE, Tp= TEMPERED
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. A. LYNN MILLER, P.E:
3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. HS= HEAT STRENGTHENED P.E # 58705
4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF, NEGATIVE DESIGN PRESSURES ARE UNAFFECTED.0 fill
Bottom Sash Sash Height
Description Range (in)
for Given Range
31"
Equal -life
Standard Proview
12,994
12.464
15.964
-15.963
- 12,993
19.652
Shortest
Equal-lite
38-3/6"
15,944
15,131
14,131
124464
-19.651
- 15.943
-15.130
- 14,130
2Z964
Standard Proview
Custom Size
Custom Size
Shortest
Equal-lite
46'
Custom Size
20.131
18.594
16,131
15.131
-
-
-
-16.130
22,963
20,130
18,593
Standard Proview
Custom Size
Custom Size
Custom
Custom Size
14.131 - 15.13D
12.464-14.13D
24,964
22,131-24,963
20.194 - 22.130
18.131-20,193
16,131 - 18,130
14,131-16.130
12,464- 14.130
Shortest
Equal-lite
49"
Custom Size
Standard Proview
Custom Size
Custom Size
Custom Size
Shortest
o
F
2
50.5l8"
Equal -file
25,777
Custom Size
24,131 - 25.776
Standard Proview
20.844 - 24.130
custom Size
20.131 -20,64
18,131-20,13
Custom Size
Custom Size
16,131 -18,13
Custom Size
14,131 -16,13
Shortest
12.464 -14.13
Size
28.131
-
31.96;
Standard Proview
25.794
-
28.131
Custom Size
24,131
-
25.79:
63"
Custom Size
22,131
-24.131
Custom Size
20,131
-22.13i
Custom Size
18.131 -
20,13i
Custom Size
16,131
-
18.13
Shortest
13,1W
-
16,13
Equal-lite
38,464
Custom Size
36,131
-38.46
Custom Size
34.131
-
36,13
76"
Standard Proview
30.994
-
34013
Custom Size
30,131
-30,99
Custom Size
28,131
-30,13
Shortest
26.194'
- 28.1:
Equal-lite
42.464
84"
Custom Size
38,131
- 42.4E
StandardProview
34.194+-38,1:
Design Pressure (Ibs1W) for Glass Type 3
3
0
0
0
0
Tip to Tip
Width
18"
+65.0
+65.0
+65,0
+65,0
+65.0
+65.0
+65,0
+65.0
+65.0
+65.0
+65,0
+65.0
+65.0
+65.0
+65,0
+65.0
+65.0
+65,0
+65.0
+65,0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
I +65,0
l +65,0
I +65.0
+65.0
+65.0
1 +65.0
+65.0
0 +6510
+65.0
3 +65.0
-80.0
-80,0
-80.0
-80,0
-80.0
-80.0
-8o,0
-80.0
-80.0
-80.0
-80.0
-80,0
-80.0
-80.0
-80,0
-80.0
-80.0
-80.0
-80.0
-80.0
-80,0
-80.0
8000
-80.0
-80.0
-80.0
-80.0
-B0.0
-80.0
80.0
-80,0
-60.0
-80.o
-60,0
-80,0
-80.0
-80,0
-80,0
-80,0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
.80.0
-80.0
-80.0
80.0
26'
+65.0
+65.0
+65.0
+65.0
+65,0
+65.0
+65,0
+65.0
+65.0
+65,0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65,0
+65.0
+65.0
+65.0
+65.0
+65,0
+65.0
+65.0
+65.0
+65.0
+65.0
+6560
+65.0
+65.0
+65.0
+65.0
+65,0
+65,0
+65,0
+65 0
+65.0
+65.0
.80.0
-80.0
-80,0
-80.0
-80.0
-80,0
-80.0
-80.0
-80.0
-80.0
-80,0
-80.0.
-80,0
80.0
-80,0
-80,0
-80.0
-80.0
-80,0
-80.0
-8040
-80,0
-80.0
80.0
-80.0
-80.0
-80.0
-80.0
-80,0
-80.0
-80.0
-80.0
-80,0
-80.0
-80,0
80.0
-80.0
-80.0
-80,0
-B0,0
-80,0
-80.0
-80.0
-80.0
-80.0
-80.0
80.0
-80,0
-80.o
-80.0
33"
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65,0
+65.0
+65.0
+65,0
+65.0
+65.0
+65,0
+65.0
+65.0
+65.0
+65.0
+65.0
+65,0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65,0
+65.0
+65.0
+65.0
+6510
+65.0
+65.0
+65.0
+65.0
+65,0
+65,0
+65.0
+65.0
+65.0
+65,0
+65.0
+65.0
+65.0
+65.0
+6540
+65.0
+65.0
+65.0
+65.0
-80,0
-80.0
-80.0
-80,0
-80.0
-80.0
-80.0
-80,0
-80.0
-80.0
-80.0
-80.0
-80.0
80.0
�0.0
-80,0
-80.0
-80.0
-80.0
-80.0
-80,0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
80.0
-80.0
-80.0
-80.0
-80,0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80,0
80.0
�D.O
-80:0
-80,0
80.0
-80,0
-60.0
-60.0
3T'
+65.0
+65.0
+65.0
+65.0
+65.0
+65,0
+65.0
+65,0
+65.0
+65.0
+65,0
+65.0
+65.0
+65,0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65,0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+6510
+6510
+65,0
+65,0
+65.0
+65.0
+65.0
+6540
+6500
+65.0
+65.0
+65,0
+65,0
+65.0
+65.0
+65.0
+65.0
-80.0
-80.0
-80,0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80,0
-80,0
-80.0
-80,0
-80,0
-80,0
-80.0
�0.0
-80.0
-80.o
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
80.0
80.0
-80.0
80.0
-B0.0
-80.0
-80.0
-80.0
-80,0
-80,0
-80.0
-80,0
-80,0
-80.0
-80.0
-80.0
80.0
-80.0
-80,0
80,0
-80.0
-80.0
-80.0
41"
+65.0
+65,0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65,0
+6510
+65.0
+65.0
+65.0
+65,0
+65.0
+65.0
+65.0
+65.0
+65,0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.D
+65.0
+65.0
+65.0
+65,0
+6510
+65.0
+65.0
+65.0
+65.0
+6540
+65.0
+65.0
+65.0
+65.0
+65.0
+65,0
+65.0
+65.0
-80.0
-80.0
-80.0
-80,0
-80,0
-80.0
-80.0
-80,0
�0.0
-80,0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80,0
-80,0
80.0
-8010
-80,0
-80,0
-80,0
-80,0
�0.0
-80,0
�0.0
-80.0
-80.0
80.0
80.0
�U.00
-80.0
-80,0
-80.0
-80.0
-8040
-80.0
-80,0
-80,0
-80,0
-80.0
-60.0
-80.0
-80.0
-60.0
SD.O
-80.0
-80.0
-80.0
+65.0
+65.0
+65.0
+65,0
+65.0
+65,0
+65.0
+55,0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65,0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65,0
+65,0
+65,0
+65.0
+65,0
+65,0
+65,o
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65,0
+65,0
+65,0
+65.0
0
0
0
0
0
0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-BO.D
-8040
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-8040
-80,0
-80.0
-80.0
-80,0
-80.0
-80,0
-80.0
-80.0
-00.0
-80.0
-80.0
-80.0
-80-0
-80.0
-80.0
49"
+65.0
+65.0
WO-80.0
+65.0
+65.0
+65,0
+65,D
+65,0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65,0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.D
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65,0
+65,0
+65,0
+65,0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80,0
-80.0
-80.0
-80.0
-80.0
-80.0
-80,D
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80,0
-80.D
-80.0
-80.0
8D.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0*+654,UO
80.0+65,0
-80.0
-80.0
-80.0
-80,0
-80,0
-80,0
-80.0
-77.7
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-77.7
-80.0
-80.0
-77.7
53-1/8"
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65,0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65,0
+65.0
+65,0
+65.0
+6540
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65,0
+65.0
+65.0
+65.0
+65.0
+65,0
+65.0
+65.0
+65.0
+6540
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
+65.0
-80.0
-80.0
-80,0+65.0
-80.0+65.0
-80.0+65.0
-80.0
80.0
-80,0
-80.0
-80.0
-80,0
80.0
80.0
80.0
80.0
-80,0
80.0
-80 0
80.0
-80.0
-80,D
-80,0
80.0
80.0
-80.0
-80.0
-80.0
-80.0
*8,
80.0
-80.0
-80,0
-80,0
-7B.0
-75.8
-73.6
-71,0
-80.0
80.0
-79.1
-75.6
-74.8
-72.7
-71,0
-79.1
-74.8
-71.0
+65.0
p +65.0
3 +65.0
0
+65,0
0
+65,0
+65.0
3
+65.0
0
+65.0
MINIMUM SASH HEIGHT FOR
WINDOWS IS: TIP TO TIP HEIGHT-49.391
MINIMUM SASH HEIGHT FOR
FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391
MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT-46.806
1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN.
DESIGN PRESSURE OF PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED.
4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE
AIRSPACE
1/8"TP 3LASS-
FJCTERIOR
a
31
I GLASS STACK
090" PVB
1 /8" AN GLASS
75
GLASS BETE
GLASS TYPE 3
7a73
AN= ANNEALED
TP= TEMPERED
HS= HEAT STRENGTHENED
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LYNNM�
_ No. 58705 -
ST TE OF 71i4t
`
s
TONAL t00
A. LYNN MILLER, P.E.
P.E.# 58705
Design Pressure (Ibslft2)forGlass Types 4-7
Bottom Sash
Description
for Gi%en Range
Sash Height
Range (in)
Tip To Tip
Width
53-1/8"
24"
Equal4ite
12.464
+65.0
-80.0
31"
Equal -Idle
15.964
+65.0
-B0.0
-80.0
-80,0
Standard ProNew
12.994 - 15.963
+65.0
Shortest
12.464 - 12.993
+65.0
38-3/6"
EquaHile
19.652
+65.0
-BO.D
-80.0
-80.0
-60.0
.80.0
Standard Proview
15.944-19.651
+65.0
Custom Size
15.131 - 15.943
+65.0
Custom Size
14.131 - 15.130
+65.0
Shortest
12.464 - 14.130
+65.0
45"
Equal-lite
22.964
+65.0
-80.0
-80.0
-80.0
Custom Size
20.131-22.963
+65.0
Standard ProHew
18.594-20.130
+65.0
Custom Size
16.131 - 18.593
+65.0
-80.0
Custom Size
15.131 - 16.130
+65.0
-8D.0
Custom Size
14.131-15.130
+65.0
.80.0
Shortest
12.464 - 14.130
+65.0
-80.0
Equal-lite
24.964
+65.0
-80.0
Custom Size
22.131 - 24.963
+65.0
-80.0
Standard Prottfew
20.194 - 22.130
+65.0
-80.0
49"
Custom Size
18.131-20.193
+65.0
-B0.0
Custom Size
16.131-1B.130
+65.0
-80.0
Custom Size
14.131 - 16.130
+65.0 1
-80.0
Shortest
12.464-14.130
=Custom
v-•
25.T77
Size
24.131 - 25.776
StandardProkew
20.844-24.130
T+65*0-80-0Equal-lite
00
Custom Size
20.131 - 20.843
050-5f8"Custom
Size
18.131 - 2D.1300
Custom Size
16.131-18.130
+65.0
-8D.0
Custom Size
14.131-16.130
+65.0
-80.0
Shortest
12.464 - 14.130
+65.0
.80.0
63"
Equal-lite
31.964
+65.0
-80.0
Custom Size
2B.131 - 31.963
+65.0
-80.0
Standard Prc dew
25.794 - 26.130
+65.0
-80.0
Custom Size
24.131-25.793
-60.0
Custom Size
22-131-24.130
-80.0
Custom Size
20.131 - 22.130
-80.0
Custom Size
18.131 - 20.130
N+6&
-80.0
Custom Size
16.131 -18.130-80.0Shortest
13.194' - 16.130-80.0
76'
Equal-lite
38.454
+65.0
-80.0
Custom Size
36.131-38.463
+65.0
-80.0
Custom Size
34.131-36.130
+65.0
-80.0
Standard Pro4ew
30.994-34.130
+65.0
-60.0
Custom Size
30.131-30.993
+65.0
-80.0
Custom Size
28.131-30.130
+65.0
-80.0
Shortest
26.194' - 28.130
+65.0
-80.0
84"
Equal-lite
42.464
+65.0
-110.0
Custom Size
36.131 - 42.463
+65.0
-80.0
StandardPrWew
34194`-38130
+650
.8D.0
5l16" S STACK
GLASS STACK
HS GLASS
.090" PVB
1/8" H GLASS
30
26
1/2" NOM,
GLASS BITE
EXTERIOR
a _.
GLASS TYPE 4
.090" PVB
EXTERIOR
a
7/16" NOM.
GLASS STACK
3116" AN GLASS
3/16" GLASS
112" NOM,
GLASS BITE
GLASS TYPE 5
AIRSPACE
3/16" AN G
EXTERIOR
a
13l16" NOM.
GLASS STACK
T� .090" PVB
!8" AN GLASS
1l2" NOM.
iLASS BITE
�..,-�' GLASS TYPE 6
13116"GLASS
STACK
�- GLASS STACK
AIRSPACEL/8"
090" PVB
3/16" TP GLASS AN GLASS
♦ I
`ii: ' ' Ki58 d
TABLE 5:
Design Pressure for Glass Types 845
Bottom Sash
Description
for Giten Range
Sash Height
Range (in)
Tip To Tip
Width
24"
Equal-Iite
12.464
+80.0
-110.0
Equat-lice
15.964
+80.0
-110.0
31"
Standard Pro new
12.994 - 15.963
+80.0
-110.0
Shortest
12.464 - 12.993
+60.0
-110.0
Equal-lite
19.652
+80.0
-110.0
Standard ProHew
15.944. 19.651
+80.0
-110.0
38-318"
Custom Size
15.131 - 15.943
+80.0
-110.0
Custom Size
14.131 - 15.130
+80.0
-110.0
Shortest
12.464 - 14.130
+80.0
-110.0
Equal-lite
22.964
+80.0
-110-0
Custom Size
20.131 - 22.963
+60.0
-110.0
Standard ProNew
18.594 - 20.130
+80.0
-110.0
45"
Custom Size
16.131 - 18.593
+80.0
-110.0
Custom Size
15.131 - 16.130
+80.0
-110.0
Custom Size
14.131 - 15.130
+80.0
-110.0
Shortest
12.464-14.130
+B0.0
-110.0
Equal-lite
24.964
+80.0
-110.0
Custom Size
22.131 - 24.963
+80.0
-110.0
Standard Promew
20.194 - 22.130
+80.0
-110.0
49"
Custom Size
18.131 - 20.193
+80.0
-110.0
Custom Size
16.131-18.130
+60.0
-110.0
Custom Size
14.131 - 16.130
+80.0
-110.0
Shortest
12.464 - 14.130
+80.0
A 10.0
Equal-lite
25.777
+80.0
-110.0
=
a
Custom Size
24.131-25.776
+80.0
-110.0
Standard Pro\iew
20.844 - 24.130
+80.0
-110.0
0
o
Custom Size
20.131-20.843
+80.0
-110.0
50-5/B"
Custom Size
18.131 - 20.130
+80.0
-110.0
Custom Size
16.131 - 18.130
+80.0
-1 %0
Custom Size
14.131 - 16.130
+80.0
-110.0
Shortest
12.464-14.130
+60.0
-110.0
Equal-lite
31.964
+80.0
-110.0
Custom Size
28.131 - 31.950
+80.0
-110.0
Standard ProHew
25.794 - 28.130
+80.0
-110.0
Custom Size
24.131-25.793
+80.0
-110.0
63"
Custom Size
22.131-24.130
+80.0
-110.0
Custom Size
20.131-22.130
+80.0
A10.0
Custom Size
18.131 - 20.130
+80.0
-110.0
Custom Size
16.131 - 18.130
+80.0
-110.0
Shortest
13AW - 16.130
+80.0
-110.0
Equal -cite
38.464
+80.0
-110.0
Custom Size
36.131-38.463
+80.0
-110.0
Custom Size
34.131 - 36.130
+80.0
A 10.0
76"
Standard Pro\iew
30.994 - 34.130
+80.0
-110.0
Custom Size
30.131 - 30.993
+80.0
-110.0
Custom Size
28.131 - 30.130
+BD.O
-1%0
Shortest
26.194' - 28.130
+60.0
-110.0
Equal-lite
42.464
+80.0
-110.0
84"
Custom Size
36.131 - 42.463
+80.0
-110.0
Standard ProNew
34.194' - 38.130
+80.0
-110.0
MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391
MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806
3/16" AN GLASS
090" SG
30 3/16" A� GLASS
2s
1/2" NOM,
GLASS BITE
EXTERIOR
a F
GLASS TYPE 8
��- GLASS STACK
090" SG
At
1/8" AN GLAA1/87? HS GLASS
GLASS TYPE 10
AIRSPACE
1/8" TP GLASS -
EXTERIOR
a
13/16" NOM.
�- GLASS STACK
SG
HS GLASS
112" NOM.
GLASS BITE
GLASS TYPE 12
AIRSPACE
3/16" AN GLAS
13/16" NOM.
I�- GLASS STACK
I�i.090" SG
HS GLASS
F 1l2" NOM.
GLASS BITE
GLASS TYPE 14
1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
3) FOR RADIUS TOP WINDOWS, FIND THE SMALLESTWINDOW nix eet Inn POSITNLE DESIGN PRESSURE OF +65 PSOFPNEGATIIVE DESIGN PRESSURES RE UNAFFECTED.
4) WINUUWS vvl I n Inc wvv Jill .�� � ��-� • , •� •---..-...
3l16" HS GLASS
.090" SG
3D 3/16" H GLASS
26
112" NOM,
GLASS BITE
EXTERIOR
AIRSPACE
1 /8" AN GLASS-
EXTERIOR
a
GLASS TYPE 9
13/16" NOM.
�- GLASS STACK
G-090" SG
GLASS
1l2" NOM.
GLASS BITE
35 OR 5B �
GLASS TYPE 11
13/16" NOM.
+- GLASS STACK
090" SG
At
1!8" TP GLASS _ 3/16" AN GLASS
GLASS TYPE 13
13116" NOM.
___�JI I� GLASS STACK
irilT .090" SG
3/16" TP GLASS-{•� U�f�1lB" HS GLASS
GLASS TYPE 15
AN=ANNEALED
TP= TEMPERED
HS= HEAT STRENGTHENED
rn �O 'AaS
w
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a¢ •�saQ sa1Ja5
\,10ENSF /��
No. 58705
� T ,
SATE OF !(��
.FLORIDP.• GNZ
��
i, S' \
�0NAI- IE 0\\\\\
LYNN MILLER. P.E.
P.E.# 58705
TABLE 6:
Tip to Tip
Width
Anchor Quantities Required for
18"
25°
33"
37"
41"
45"
49^
"Through -Frame" Installation
53-118^
1 7
Jamb
Jamb
Jamb
Jamb
Jamb
Jamb
Jamb
uSin Glass T eS
�
�
�Bottom
`m
d
Sash
M
f
g
,i'
g
v
1°Descr
Sash Height
m
x
ption
> o
x>
o
x>
o
x>
oxo
lb
o
ooRange
Qn)
o%r
$
if
Q
m¢Q
Given Range
m
Q
m$$
r�Q24"Equal-life
m
m
12,464
1
2
1
1
2
1
1
2
1
1
2
2
1
2
2
2
1
2
21
2
2Equal4ite
15.964
1
2
1
1
2
1
1
2
1
1
2
2
1
2
2
2
1
2
2
112
2
31"
Standard Prouew
12,994 - 15.963
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
3
2
2
2
Shortest
12,464 = 12.993
2
2.
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Equal-lite
19.652
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Standard Prouew
15,944 - 19,651
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
38-3/8"
Custom Size
15,131 - 15.943
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Custom Size
14.131 - 15,130
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Shortest
12,464 - 14,130
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Equal-lite
22.964
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Custom Size
20,131-22,963
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Standard Prouew
18.594 - 20.130
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
45"
Custom Size
16.131 - 18.593
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Custom Size
15.131 - 16,130
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Custom Size
14,131 - 15.130
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Shortest
12,464 - 14.130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Equal-lite
24,964
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Custom Size
22.131 - 24,963
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Standard Prouew
20.194 - 22A30
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
Z
2
2
2
2
2
Z
2
49"
Custom Size
18,131-20,193
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Custom Size
16,131 - 18,130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Custom Size
14.131 - 16,130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Shortest
12,464 - 14,130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
L
P'
Equal-lite
25.777
2
2
1
2
2
1
Z
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
D
x
Custom Size
24.131-25,776
2
2
1
2
2
1
2
2
1
2
2
2
2
2•
2
2
2
2
2
2
2
2
2
2
Standard Prouew
20.944 - 24,130
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
g
Custom Size
20,131 - 20.843
2
2
1
Z
Z
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
50-5/8"
3
2
1
3
2
1
3
2
1
3
2
Z
3
2
2
3
2
2
3
2
2
3
2
Custom Size
18.131 - 20.130
Custom Size
16,131 - 18,130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Custom Size
14,131 - 16,130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Shortest
12,464 - 14.130
3
2
1
3
2
1
3
2
1
3
2
3
2
2
3
2
2
3
2
2
3
2
2
Equal-lite
31.964
2
3
1
2
3
1
2
3
1
2
3
2
3
2
2
3
2
2
3
2
2
3
2
Custom Size
28,131-31.963
3
3
1
3
3
1
3
3
1
3
3
3
2
3
3
2
3
3
2
3
3
2
Standard Prouew
25.794 - 28.130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
3
2
Custom Size
24.131 - 25.793
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
63"
Custom Size
22,131-24,130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Custom Size
20.131 - 22.130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Custom Size
18,131 - 20,130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Custom Size
16.131 - 18.130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Shortest
13.194" - 16.130
4
2
1
4
2
1
2
4
2
2
4
2
2
4
2
2
2
Equal-lite
38.464
3
3
1
3
3
1
3
3
3
2
3
3
2
3
3
2
3
3
2
3
3
2
3
3
1
3
3
3
Z
3
3
2
3
3
2
3
3
2
Custom Size
36.131 - 38.463
3
3
1
Custom Size
34,131-36,130
3
3
1
3
3
1
3
3
1
3
3
2
3
3
2
3
3
2
3
3
2
3
3
2
76"
Standard Prouew
30.994-34,130
3
3
1
3
3
1
3
3
1,
3
3
2
3
3
2
3
3
2
3
3
2
3
3
2
Custom Size
30.131 - 30.993
3
3
1
3
3
1
3
3
1
3
3
2
3
3
2
3
3
2
3
3
2
3
3
2
Custom Size
28,131-30,130
3
3
1
3
3
1
3
3
1
3
3
2
3
3
2
3
3
2
3
3
2
3
3
2
Shortest
26.194' - 28.130
4
2
1
4
2
1
4
2
1
4
2
2
4
2
2
4
2
2
4
3
2
Equal-lite
42.464
3
4
1
3
4
1
3
4
1
3
4
2
3
4
2
3
4
2
3
4
2
8N,
Custom Size
38.131 - 42.463
3
4
1
3
4
1
3
4
1
3
4
2
3
41342342342
Standard Prouew
34.194" - 38,13014
3
1
413
1
4
3
1
4
3
2
4
3
2
4
3
2
4
3
2
"MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO I IF hltlhri I - 4a.oa l
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391
MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT. 49.806
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806
I Nt4Lt Otl:
Glass
T
Description (Listed from Exterior to
1/8"AN, .090" PVB, 1/8" AN
Interior)
1
1/8' RSPACE, 1/8" AN,
.090" PVB, 118" AN
3
13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090"
PVB, 1!8" AN
4
1/8" HS, .090" PVB, 1/8" HS
5
3/16" AN, .090" PVB, 3/16" AN
6
13116" LIG: 3116" AN CAP, AIRSPACE, 1/8" AN,
.090" PVB, 1/8" AN
7
13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN,
.090" PVB, 1/8!'AN
1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS,
SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE
WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE,
3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE
WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN.
4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN
PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED.
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S/ONAL tE
A. LYNN MILLER, P.E.
P.E.# 58705
INSTALLATION DETAILS FOR FLANGE FRAMES
INSTALLATION
OPTION 1
ANCHOREDTHROUGH
FRAME INTO 2X WOOD
FRAME OR BUCKSTRIP,
SEE NOTE 2, THIS SHEET.
TIP
TO
TIP
HEIGHT
�I
EDGE bISTANCE
I - 30
FIXED
VISIBLE
LIGHT
HEIGHT
14
43
63
SASH
VISIBLE
LIGHT
HEIGHT
L_
�1
EMBED- I T
-T EDGE
DISTANCE
r
1 /4" MAX SHIM
----J- j
1 SEE TABLE • 4 °
NOTE B, FOR
18 HEAD TYPE a
TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE,SEE
TABLE 8.
32
45
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
JCC
13
USE EITHER 1
SWEEP LATCH @
MIDSPAN OR 2
BOTTOM LOCKSFL
EXTERIOR
- 33
10
15
` OPTIONAL HI -RISE
42 SILL SHOWN, SEE
1" WEEP SHEET 10 FOR
NOTCH AT STANDARD SILL,
EACH END 1/4" MAX.
SHIM
NO ANCHORS - ; °
REQUIRED IN - " b
FLANGE OR h
EQUAL -LEG • " a •
FRAME SILLS
VERTICAL SECTION B-B
INSTALLATION OPTION 2
ANCHORED THROUGH FRAME
DIRECTLY INTO CONCRETE/CMU.
— EMBEDMENT
.I--- 1/4" MAX SHIM
G!
31
EXTERIOR
FIXED VISIBLE
LIGHT WIDTH
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND IV
STRIP INTO CONCRETE/CMU,
SEE NOTE 2, THIS SHEET.
SASH VISIBLE
LIGHT WIDTH
TIP TO TIP WIDTH
HORIZONTAL SECTION A -A
.HIM
DADE APPROVED MULLION, FBC
COMPLIANT ALUMINUM/STEEL FRAMING
OR STEEL STUD, MAY BE VERTICAL OR
HORIZONTAL, SEE SUBSTRATE
PROPERTIES, TABLE B.
INSTALLATION
OPTION 4
ANCHORED THROUGH
FRAME INTO METAL
IN6LC O:
Min. Edge
Anchor
Substrate
Distance
Min. Embedment
P.T. Southern Pine (SG=0.55)
9/16"
1-3/8"
#12 Steel,
Aluminum, 6063-T5 min.
3/8"
0.063"
18-8 or 410
A36 Steel
3/8"
0.063"
SS Screw
Steel Stud, Gr. 33 min.
3/8"
0.045" (18 Ga
Concrete (min. 3.35 ksi)
1"
1-3/4"
410 SS
Ungrouted CMU, (ASTM C-90)
2-1/2"
CreteFlex
P T. Southern Pine (SG=0.55)
oncrete (min. sI
1"
1-3/8"
1/4" Steel
Un routed CMU ASTM C-90
2-1/2"
1-1J4"
Uttracon
P.T. Southern Pine (SG=0.55)
A) MITr"OF 3 THREADS BEYOND I Ht not I AL aura T ru+i c•
B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEX/FLAT HEAD TYPE IS
ALLOWABLE FOR ANCHORS IN THE HEAD.
C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS,
NOTES:
1 /4" MAX
17 .
EMBEDMENT
EDGE
DISTANCE
TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE 8.
VISIBLE LIGHT FORMULAS:
(SHOWN FOR HI -RISE SILL; SEE
SHEET 9 FOR STANDARD SILL)
WIDTH
@ SASH &FIXED LITE: TIP TO TIP WIDTH - 5.12"
HEIGHT (EQUAL-LITE)
TIP TO TIP HEIGHT/2 - 3.73"
HEIGHT (PROVIEW)
@FIXED LITE: TIP TO TIP HEIGHTl2 + 3.78"
@SASH: TIP TO TIP HEIGHT/2 - 11.93"
HEIGHT (CUSTOM SASH)
@FIXED LITE: TIP TO TIP HEIGHT -SASH HEIGHT- 3.55"
@SASH: SASH HEIGHT -4.60"
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON
TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF
THE WINDOW.
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE
8, ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE
CONSIDERED I INSTALLATIONS. I 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 ZX BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE, WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS
DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING.
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No. 58705 -•: �
CORIOP,.�G�?�
/ONAL
A. LYNN MILLER, P.E.
P.E.# 58705
INSTALLATION DETAILS FOR EQUAL -LEG FRAMES
INSTALLATION
OPTION 1
ANCHORED THROUGH
FRAME INTO 2X WOOD
FRAME OR BUCKSTRIP,
SEE NOTE 2, THIS SHEET,
27
EDGE DISTANCE
1�
FIXED
VISIBLE
LIGHT
HEIGHT
! ,
14
43
L_-
EMBED-
MENT EDGE
DISTANCE
1/4" MAX SHIM
SEE TABLE /
3 NOTE B, FOR
18 HEAD TYPE
32
C�
TYP. ANCHOR TYPE,
EMBEDMENT AND
EDGE DISTANCE PER
SUBSTRATE,SEE
TABLE 8.
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 8.
BUCK v 13
HEIGHT 63 USE EITHER 1
SWEEP LATCH @
MIDSPAN OR 2
Z BOTTOM LOCKS
SASH
VISIBLE
LIGHT
HEIGHT
i loo//
EXTERIOR
a33
12
15
OPTIONAL HI -RISE
SILL SHOWN, SEE
1" WEEP 42 SHEET 10 FOR
NOTCH AT STANDARD SILL,
EACH END 1/4" MAX.
SHIM
NO ANCHORS 4
REQUIRED IN
FLANGE OR 4a
EQUAL -LEG a
a
FRAME SILLS
VERTICAL SECTION B-B
INSTALLATION OPTION 2
ANCHOREDTHROUGH FRAME
DIRECTLY INTO CONCRETEICMU.
EMBEDMENT
a FIXED VISIBLE
LIGHT WIDTH
F1 I XA
31
EXTERIOR
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND I
STRIP INTO CONCRETE/CMU,
SEE NOTE 2, THIS SHEET,
SASH VISIBLE
LIGHT WIDTH
BUCK WIDTH
HORIZONTAL SECTION A -A
Imo— 1/4" MAX. SHIM
46 55
DADE APPROVED MULLION, FBC
COMPLIANT ALUMINUM/STEEL FRAMING
OR STEEL STUD, MAY BE VERTICAL OR
HORIZONTAL. SEE SUBSTRATE
PROPERTIES, TABLE 8,
INSTALLATION
EQUAL OPTION 4
LEG/BOX ANCHORED THROUGH
FRAME FRAME INTO METAL
SHOWN
„
Min. Edge
Anchor
Substrate
Min. Embedment
Distance
P.T. Southern Pine (SG=0.55)
9/16"
1-3/8 if
#12 Steel,
Aluminum, 6063-T5 min.
3/8"
0,063"
18-8 or 410
A36 Steel
3/8"
0.063"
SS Screw
Steel Stud, Gr. 33 min.
318"
0.04571 18 Ga
Concrete (min. 3.35 ksi)
1"
1-3/4"
1/4" 410 SS
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
CreteFlex
P.T. Southern Pine (SG=0.55)
1"
1-3/8"
Concrete (min. 2.85 ksi)
1"
1-3/8"
1/4" Steel
Ungrouted CMU, (ASTM C-90)
2-1/2"
Uftracon
P.T. Southern Pine (SG=0.55)
1"
1-3/8"
A) IN. OF 3 THREADS BEYOND THE ME JAL SUtis I ttH I t.
B) USE ONLY FLATHEAD ANCHORS IN JAMBS, PANMEX/FLAT HEAD TYPE IS
ALLOWABLE FOR ANCHORS IN THE HEAD.
C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
17
1
04
EMBEDMENT
EDGE
DISTANCE
TYP. ANCHOR TYPE,
EMBEDMENT AND
EDGE DISTANCE PER
SUBSTRATE,SEE
TABLE 8.
VISIBLE LIGHT FORMULAS:
(SHOWN FOR HI -RISE SILL; SEE
SHEET 9 FOR STANDARD SILL)
WIDTH
@ SASH &FIXED LITE: BUCK WIDTH - 4.12"
HEIGHT (EQUAL-LITE)
BUCK HEIGHT/2 - 3,23"
HEIGHT (PROVIEW)
@FIXED LITE: BUCK HEIGHT12 + 4.28"
@SASH: BUCK HEIGHTI2 - 11.43"
HEIGHT (CUSTOM SASH)
@FIXED LITE: BUCK HEIGHT- SASH HEIGHT- 2.55"
@SASH: SASH HEIGHT -4.60"
NOTES:
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON
TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, ANY
INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF
THE WINDOW,
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE
8. ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-1/2" 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 OF THE ENGINEER OR
ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS
DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING.
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A. LYNN MILLER, P.E.
P.E.# 58705
BUCK
HEIGHT
27
FIXED
VISIBLE
LIGHT
HEIGHT
L
EMBEDMENT
f�
32
J EDGE
DISTANCE
EDGE �/
DISTANCE 1/4" MAX SHIM 1/4" MAX SHIM
la-SASH VISI
L GHT WI B H g17
I I I 19
114" MAX. EMBEDMENT FIXED VISIBLE
J SHIM(3n u LIGHT WIDTH
TYP, ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, 44
SEE TABLE 9, R
�'I l
'_
s BOTTOM
SASH
VISIBLE
LIGHT
HEIGHT
STANDARD SILL
EXTERIOR 16 SHOWN. SEE
33 PREVIOUS SHEET
8 FOR OPTIONAL
1"WEEP 42 HI -RISE SILL.
NOTCH AT
EACH END 1/4
" MAX
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE;
SEE TABLE 9.
(SCREW SHOWN)
GE DIS
ED
EMBEDMENT
VERTICAL SECTION D-D
31
1/4" MAX. SHIM
BUCK WIDTH
SECTION
HORIZONTAL C-C
DADE APPROVED MULLION, FBC
COMPLIANT ALUMINUMlSTEEL FRAMING
OR STEEL STUD. MAY BE VERTICAL OR
HORIZONTAL. SEE SUBSTRATE
PROPERTIES, TABLE 9.
#10 OR #12 STEEL
SMS (G5), SEE TABLE 9.
INSTALLATION
OPTION 7
ANCHOREDTHROUGH
INTEGRAL FIN INTO METAL
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment
P.T.
Southern (SG=0.55)
5/16"
2,438
2-1/2x .113" Box Nail
"
2-1/2" x .131"
Common NailVVVVVVVIV
P.T.
Southem Pine (SG=0.55)
3/8"
2.438
2-1/2" x
.145" Roofing Nail
P.T.
Southern Pine (SG=0.55)
3/8"
2,438
2-1/2" x
.145" Roofing Nail
P.T.
Southern Pine (SG=0.55)
3/8"
2.438
#10 Steel Trusshead Screw or
#12 Steel, 18-8 or 410 SS
Screw
P.T. Southern Pine (SG=0.55)
1/2"
1,375
0,125" Aluminum, 6063-T5 min.
5/16"
0.125
0.050" A36 Steel
5/16"
0,05
0.045" (18 Ga) Steel Stud, Gr. 33 min.
5/16"
0.045
A) IN. OF 3 THREADS BEYOND THE METAL SUBS 1 RATE,
E
EDGE
DISTANCE
EMBEDMENT
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, SEE
TABLE 9. (NAIL SHOWN)
VISIBLE LIGHT FORMULAS:
(SHOWN FOR STANDARD SILL; SEE
SHEETS 7 OR 8 FOR HI -RISE SILL)
WIDTH
@ SASH &FIXED CITE: BUCK WIDTH - 4.12"
HEIGHT (EQUAL -CITE)
BUCK HEIGHT/2 - 3.23"
HEIGHT (PROVIEW)
@FIXED CITE: BUCK HEIGHT/2+4.28"
@SASH: BUCK HEIGHT/2-11.43"
HEIGHT (CUSTOM SASH)
@FIXED LITE: BUCK HEIGHT -SASH HEIGHT-2.55"
@SASH: SASH HEIGHT-4.60"
NOTES:
1) USE ONLY SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLE 9. FOLLOW
EMBEDMENT AND EDGE DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOWN MAY BE USED
ON ANY SIDE OF THE WINDOW,
2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO
REFERRED TO AS DAYLIGHT OPENING) IS
MEASURED FROM BEADING TO BEADING.
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A LYNN MILLER, P.E.
P.E.# 59705
2.848"
.062"
1.489"
.062"
tO FLANGE FRAME HEAD
�-- 2,798"
O FLANGE FRAME SILL
-�{ 1.30�"
170'
2,150"
�3 SASH TOP RAIL
1.522"
.040"
.813"
HEAD ANCHOR
is COVER
1"
OINTEGRAL FIN FRAME
HEAD
2.560"
2.060" - �I
rn--- 2.848"
.062" .062" .062"
2.724" 2.724" 2,724"
987"
062" +
O EQUAL LEG FRAME HEAD
2.798" --�I
2.341 "
062"
1,125"
EQUAL LEG FRAME SILL
JOINTEGRAL FIN FRAME SILL
2,273"
120"
l 2,772"
2,211"
062"
2.798" -�
3.466"
.062"
.062" -Y� IS FIXED FIXED MEETING RAIL
-� 1.300" I �-
SASH BOTTOM RAIL -
15 HI -RISE
1.446"
.634" 1
.040" 1
627"
.802"
-�( 1,370" 070"
Is SASH STOP COVER z5 IG BEAD
465" -�
2,273"
2,105" •062"
11.235"
1
1,300" 1.300" -
O FLANGE FRAME JAMB
FLANGE FRAME SILL
HI -RISE
is SASH BOTTOM RAIL
.802"
.070" -►� ��-
z56 IG SNAP BEAD
.617"
802"
.045"-
zs 5/16" LAMI BEAD
17 SASH SIDE RAIL
-+-I.496"�
.802"
.0501, -
z� 7/16" LAMI BEAD
3"
OINTEGRAL FIN FRAME
JAMB
3"
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SILL - HI -RISE
STRUCTURAL
POLYISOBUTYLENE
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EXT.
ILICONE
O EQUAL LEG FRAME JAMB
2,798"
EQUAL LEG FRAME
12 SILL HI -RISE
114" NOM, STRUCTURAL
SILICONE
FOAM WITH
DESICCANT
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70 KODISPACE 4SG TPS
ALUMINUM
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EXT. GLASS
EXT,
)08"
-MELT BUTYL
3/16" NOW
\-INT. GLASS
71 SUPER SPACER® NXT TM
POLYISOBUTYLENE
SEAL
GLASS
72 DURASEAL® SPACER
ROLL -FORMED
STAINLESS STEEL
EXT. GLASS
T FILL
6" NOW
ONE SEAL
\-INT. GLASS
73 XL EDGE
TM SPACER
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No. 58705
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A. LYNN MILLER, P.E.
P.E.# 58705
Item
PGT Part#
Description
Material
Flange
Alum, 6063-T6
1
642001 THead,
2
624017
Head, Integral Fin
Alum. 6063-T6
3
624028
Head, Equal -leg
Alum. 6063-T6
4
624004
Jamb, Flange
Alum. 6063-T6
4A
Jamb, Flange (Used For Alternate Radius Top Head)
Alum. 6063-T52
5
624020
Jamb, Integral Fin
Alum. 6063-T6
5A
Jamb, Integral Fin (Used For Alternate Radius Top Head)
Alum. 6063-T52
6
624031
Jamb, Equal -leg
Alum, 6063-T6
6A
Jamb, Equal -leg (Used For Alternate Radius Top Head)
Alum. 6063-T52
7
624002
Sill, Flange
Alum, 6063-T6
8
624018
Sill, Integral Fin
Alum. 6063-T6
9
624029
Sill, Equal -leg
Alum. 6063-T6
10
624003
Sill, Hi -Rise, Flange
Alum. 606a:M
11
624019
Sill, Hi -Rise, Integral Fin
Alum. 6063-T6
12
624030
Sill, Hi -Rise; Equal -leg
Alum. 6063-T6
13
624006
Sash Top Rail
Alum, 6005A-T61
14
624005
Fixed Meeting Rail
Alum. 6005A-T61
15
624012
Sash Bottom Rail - Hi -Rise
Alum. 6063-T6
16
624068
Sash Bottom Rail
Alum. 6063-T6
17
624007
Sash Side Rail
Alum. 6063-T6
18
624051
Head Anchor Coker
Alum. 6063-T6
19
624015
Sash Stop
Alum. 6063-T6
25A
624009
IG Bead
Alum.6063-T5
25B
624011
IG Snap Bead
Alum. 6053-T5
26
624013
5/16" Lami Beading
Alum. 6063-T6
27
624026
7/16"
Lami Beading
Alum. 6053-T6
30
6TP247
Glazing Bead, Bulb Vinyl for#624023
Vinyl
31
6TP248
Glazing Bead, Bulb Vinyl for#624009 & #624011
Vinyl
32
724046
Sweep Latch (@ Top Rail)
Cast Zinc
33
624049
Bottom Latch (@ Sill)
Alum. 6063-T6
34
Setting Block (1/8" X 1/2" X 4")
Neoprene
35A
IG Setting Block (1/8" X3/4" X4')
Neoprene
35B
724014
IG Snap Setting Block
Vinyl
36
724044
Bottom Rail Weatherstrip Extension
37
724053
Sill Gasket .
Polyethylene
38
724054
Sash Top Rail Gasket
Polyethylene
724055
Sash Bottom Rail Gasket
Polyethylene
724057
Head Gasket
Polyethylene
724063
Meeting Rail Gasket
Polyethylene
r
61226D
Sash Bottom Rail Bulb Vinyl
Polyethylene
Weatherstrip, .270"x .187", Fin Seal (@ MR)
67S16G
Weatherstrip, .170" X.270", Fin Seal (@ Sash Side Rail)
45
Weatherstrip, .170"
X .187", Fin Seal (@ Top Sash Rail)
46
varies
Balance with Cover & Trim
Rigid Vinyl
51
781PSQX
#8 X V PH
SMS (Assembly)
Stainless Steel
55
7834AA
#8 X 3/4" Ph. PN SMS (Balance)
Stainless Steel
63
-
Alum. Screen with Fiberglass Mesh
Varies
70
-
Kommeding Kodispace 4SG TPS
See Sheet
71
-
Quanex Super Spacer nXT
10 for
72
-
Quanex Duraseal Spacer
Materials
73
-
Cardinal XL Edge
Spacer
74
-
Dow 791, 899 or GE 7700 Backbedding
Silicone
51
1
4o HEAD
INTERIOR
<:n
4�ICIIIIII � I I �4
JAM B
NOTES:
1) ALL CORNERS TO USE GASKET AND/OR SEALANT.
2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY.
SASH
SIDE
RAI L
ASSEMBLY DETAILS FOR
FLANGE FRAMES
(OTHER FRAME TYPES SIM
ILAR).
0
51
CSC
INTERIOR
FIXED MEETING RAIL
SASH BOTTOM RAIL
INTERIOR
TABLE 10: MATERIAL PROPERTIES USED
cnR aNRunRa(�F f`AI CI )I ATInNS•
Material
Min. Fy
Min. F„
Steel Screw
92 ksi
120 ksi
18-8 Screw
60 ksi
95 ksi
410 Screw
90 ksi
110 ksi
Elco UltraCon®
155 ksi
177 ksi
410 SS Elco CreteFlex®
127.4 ksi
189.7 ksi
6063 T5 Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
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No.58705
S AT OF
,&/ONAL
//1lrlll1 W
A. LYNN MILLER, P.E.
P.E.# 58705
ro
EPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
OARD AND CODE ADMINISTRATION DIVISION
'iOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
MIAMi-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.�ov/economy
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 a nr����;� �p �ry�,A�a �,orP�r �?ri,l hay hPPn designed to comply with the Florida Building
e, zncluding the High Velocity Hurricane Zone.-
SCRIPTION: Series "PW7720A" Aluminum Fixed Window — L.M.I.
APPRO t e `Fixed Window Installation Guidelines",
sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, 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
- -
ave
or
•t" and following staternentw• D•t" County Product • •l Approvedunless • i
i.oted-t
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.
TER UNATION 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 and renews NOA# 17-0614.11 and consists of this page 1 and evidence pages E4, E-2,
E-3 and E4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 18-0430.05
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
Page 1
PUT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE 0U13MI'1"1'L;ll
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-1112.09)
2. Drawing No.-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.
3.
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 NOA No. 164629.14)
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
aJong 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)
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. 034105. 01) f ~�
60
E-1
Manuel Per z, E.
Product Control a ner
NOA No. 18- 30.05
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
PUT Industries, Inc.
ONCE: EVIDEIl
7
C. C CUI,ATINS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014) and FBC 6th Edition (2017), dated 09/15/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E130049
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
1. Notice of Acceptance No. 164117.01 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
"SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on
07/04/ 18 .
3. TREMCO Part No. TR44271E 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
158OF.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/in.
Manuel Pere , .E.
Product Control E a ner
NOA No. 18- 30.05
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-2
PUT Industries, Inc.
F. STATEMENTS
1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th 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. 164372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, RE
4. Proposal No. 164125 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 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 PUT 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.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD7720A.1, titled "Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
Manuel Pere
Product Control Ex er
NOA No. 18-0430.05
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-3
PGT Industries, Inc.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202=94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11') and ANSI Z97.1
(400 foot-pound impact)
along with marked -up drawings and installation diagram of a series PW7620/PW7720
aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL484763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61"
Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by
Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/239
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated April
20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 174508 issued by the Product Control Section, dated November 16,
2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor.
G. OTHERS
1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series
"PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/1 and
expiring on 02/19/19.
` Manuel Perez E
roduct Control Exa in
NOA No. 18-0430.05
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-4
GENERAL NOTES: SERIES PW7720A
IMPACT -RESISTANT FIXED WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE
HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE
DEBRIS REGIONS, FOR INSULATED GLASS INSTALLATIONS ABOVE 30'
IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN, KSI PER
ANCHOR TYPE,
49" TIP -TO -TIP WIDTH
48" BUCK WIDTH —
45-1/4" VISIBLE
LIGHT WIDTH _
B. SHEET 6 —
4) ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED A
1X INSTALLATIONS, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6
INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X
ARE 1-112" THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) SHALL _
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. /
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF
THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 12" MAX- I /
O.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
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF i
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE
SCOPE OF THESE INSTRUCTIONS. i
6) MAX. 114" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USE SHIMS T
CAPABLE OF TRANSFERRING APPLIED LOADS, WOOD BUCKS, BY IT B �I
OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-1/2" MAX.
IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLETEST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS
PER ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN
PRESSURE, THE 33- No m STRESS INCREASE HAS NOT BEEN USED IN
THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS
USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-3835, 3650, 7212 & 18-7763; ELCC
ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS
FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL.
10) THE 7720A SERIES WAS FORMERLY CALLED THE 7201820 SERIES,
CODESlSTANDARDS USED:
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•ASTM E1300-09
•ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S1o0-12
•AISC 360-10
THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB
KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF
ANSI Z97.1 WHEN USING GLASS TYPES 6 ORB
0
TYP. FLANGED FRAME
ELEVATION
GUIDE TO SHEETS:
GENERAL NOTES ........................
10
1
ELEVATION 5
1
................................
GLAZING DETAILS..*.
2-5
DESIGN PRESSURES ..................
2-5
INSTALLATION, FLANGE .............
6
INSTALLATION, EQUAL -LEG.......
7
INSTALLATION, INT, FIN A...........
8
INSTALLATION, INT, FIN B...........9
CORNER ASSEMBLY..,.".".,..,.""
10
EXTRUSION PROFILES................10
LIST...................................10
PARTS4.
C —
SHEET 7
12" MAX.
O.C.
97"
TIP
-TO
TIP
HEIGHT
DESIGN PRESSURE RATING
IMPACT RATING
VARIES,
SEE SHEETS 2-5
LARGE & SMALL MISSILE
IMPACT RESISTANCE
48" BUCK WIDTH
45-1/4" VISIBLE
LIGHT WIDTH
—�- 6" MAX.
-D, SHEET 7
E, S ET8,
C G, SH ET 9 i
96"
BUCK
------- HEIGHT 1
48" BUCK WIDTH
45-1/4"VISIBLE
LIGHT WIDTH
SHEET B 1 111 2 MAX_
SHFFT 9
VISIBLE
I /
VISIBLE
' LIGHT
/ HEIGHT I /
i5" MAX.
O.C.
MAX.
TYP. EQUAL -LEG FRAME
ELEVATION
FIGURE 1: j' �
MAX.
1
12" O.C. /
MAX. /
6"
MAX.
11
Type
Sheet
1
7/16" Lami 3/16"
An-.090"
PVB -3/16" HS)
2
S-.0
6 S)
3
3
1-1/16"Lami.IG(3116"T-7116"
Air -3116"An-.090"
PVB -3116"HS)
2
4
1-1/16"
Lami. IG (3/16"
T- 7116" Air - 3116" HS -
.090" PVB - 3116" HS)
3
5
7116' Lami (3/16" An -
.09O" SG - 3/16" An)
4
6
7
7/16" Lami (3/16" HS -
1-1/16"Lami.IG(3/16"T-7/16"Air-3/16"An-.090"SG-3116"An
.090" SG - 3/16" HS)
5
4
8
1-1116" Lami. IG (3/16"
T-7/16" Air -3/16" HS -.090"
SG -3/16" HS)
5
"SG" _ "KURARAY SENTRYGLASv INTERLAYER" BY KURARAY AMERICA, INC.
"PVB" _ "KURARAY TROSIFOL® PVB INTERLAYER" BY KURARAY AMERICA, INC.
E, G
93-1/4"
VISIBLE
LIGHT
HEIGHT
96"
BUCK
HEIGHT
MAX.
5" MAX. O.C.
TYP. FIN FRAME
ELEVATION
SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5.
ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME
MEMBERS, SEE FIGURE 1, THIS SHEET.
WIDTH WIDTH WIDTH
I --—WIDTH =i
Imo—WIDTH=j
I-�- WIDTH � {
�-�- WIDTH
O
1
� WIDTH --{
pR.CDUCT R�VISEO
�s c�mplyi�c with the Flc,rida
Building Code
Acceptancer3o 18•043®-
E�piraaon
JR - 03/16/18 -UPDATED
VALUES AND SIZES FOR
GLASS TYPES 5-8,
SERIES NAME CHANGE TO
7720A FROM 720.
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No. 58705
A44/
ST&E
s'ONAL t�N •\•
A. LYNN MILLER, P.E.
P.E.# 587D5
TABLE 2.
Window Design Pressure (+/-, psf) for Glass Type 1
Lon Side, Ti to Ti in
68-7/8
73
77
81
85
89 1
93
1 97
101
105
110-1/2
31
+/-80
+/-80
+l-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
33
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
35
+/-80
+1-80
+/-80
+1-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-79.8
+/-79.4
37
+/-80
+/-80
+/-80
+A80
+/-80
+/-80
+/-79Y
+/-77.2
+/-75.1
+/-73.4
+/-72.2
39
+/-80
+/-80
+/-80
+P80
+/-80
+/-78.1
+/-75.2
+/-72.5
+/-70.3
+/-68.5
+/-66.3
41
+/-80
+/-80
+/-60
+P79.8
+/JT2
+/-74.3
+/-71.3
+/-67.9
+/-65.1
+/-63.4
+/-61.6
43
+/-80
+/-80
+/-80
+1-77.4
+/-74.3
+/-71.3
+/-68.2
+/-64.7
+/-61.6
+1-59.8
+/-58.2
45
+/-80
+/-80
+/-78.9
+/45.4
+/-72.1
+A68.9
+/-65.6
+/-62.2
+/-59.7
+1-57.5
-
47
+/40
+/-80
+/-77.2
+/-73.6
+/-70.1
+/-66.8
+/-63.5
+J-60.3
+1-57.7
.2
°•
49
+/-80
+l-79.3
+1-75.6
+/-71.9
+1-68.3
+/-64.9
+/-61.5
+/-58.2
~
51
+1-80
+/-77.5
+/-74.1
+/-70.3
+J-66.7
+/-63.1
+/-59.7
ai
53
+/-79.1
+/-75.6
+/-72.4
+/-68.8
+/-65.1
+/-61.5
55
+1-77A
+/-73.8
+/-70.5
+/-67.3
+1-63.5
g
57
+/-75.8
+/-72
+/-68.6
+/-65.3
59
+1-74.2
+/-70.3
+/-66.8
61
+/-72.7
+/-68.7
+/-65
63
+/-71.2
65
+/-69.7
+1-65.5
67
+/-68.3
68-718
+/-67
1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION IN
THE TABLE TO DETERMINE THE WINDOW SIZE.
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,
Window Design Pressure (+/-, psf) for Glass Type 3
Long Side, Ti to TI in
68-7/8
73
77
81
85
89
93
97
101
105
110
1/2
31
+/--80
+A80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
33
+1-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
35
+/-80
+l-80
+/-80
+/-80
+1-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
37
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
39
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/49A
+/46A
+/-74.3
41
+/--80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+7-76.7
+/43.5
+/-70.9
+/-69
c
43
+/-80
1 +/-BO
+/-80
+/-80
+/-80
+/-BO
+/-77
+/-73.1
+/-69.6
+/-66.9
+/-65.2
a
45
+/-80
+/-80
+/-80
+/-80
+/-80
+/-7T8
+/-74A.
+/-70.3
+/-67.5
+/-63.9
F
g
47
+/-80
+/-80
+/-80
+/-80
+1-79.2
+/-75.4
+/-71.7
+/-68.1
+/-65.1
F
49
+l-80
+/-80
+1-80
+1-80
+/ 77.7
+/-73.3
+/-69.5
+/-65.B
51
+/-80
+/-80
+/-80
+/-79A
+/45.3
+/J1.3
+/-67.5
ai
53
+/-80
+/-80
+/-80
+1-77.7
+/-73.5
+1-69.5
rn
-t
55
+/-80
+/-80
+P79.6
+/-76
+/-71.8
57
+/-80
+1-80
+/-77.5
+A73.8
59
+/-60
+/-79.4
+/-75.4
61
+/-80
+/-77.6
+/-73.5
63
+/-80
+I-75.8
65
+/-78.8
+/-74
67
+/-77.2
68-7/8
+/-74.9
1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRAct T' mum i nt 1Ir-Iv-I it viNiMiNaivry I IN
THE TABLE TO DETERMINE THE WINDOW SIZE,
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,
7l16" LAMINATED
GLASS STACK
3l16"ANNEALED GLASS
4 11 I 0 L
PVBINTERLAYER
6" HEAT STRENGTHENED GLASS
5!B"
GLASS BITE
EXTERIOR II "� I
2p 13
GLASS TYPE 1
GLASS STACK
3l16" TEMPERED GLASS
7l16" AIR SPACE
+- LONG SIDE
SHORT
SIDE
SHORT
SIDDE
1
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
7/16" LAMINATED
GLASS STACK
3/16" HEAT
STRENG
3/16" AN
THENED GLASS
NEALED GLASS
.090" PVB
�I-ItI low o111 1 GLASS BITE
EXTERIOR ��
a7S7 1 Ll
GLASS TYPE 3
13
SHORT (-
SIDE F�
LONG
SIDE
_ I SHORT I`
�l SIDE 1-
i'F.ODUCT REVIScD
s cOmglying with the Florida
8, ilding Cede
1cc prat e No 1 D.
Er rind n Date �-
By
Adi..�i .ade Prodact C�strol
NO CHANGES THIS SHEET.
LYNAt
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No. 58705
vj
Q STST Ts_
i \�
��'��S IQNAL,
A. LYNN MILLER, P.E_
P.E.# 50705
ir
TABLE
4:
Window Design Pressure (+/-,
psf) for Glass Types 2 & 4
6&7/8 73 1 77 81 85 89 93 97 101
+/-80 +/-80 +/-80 +/-BO +/-80 +/-80 +1-80 +/-80 +/-80
+1-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80
Long Side,
1 105
+/-80
+/-80
Ti
to Ti in
110-1/2 113 117
+1-80 +/-80 +/-80
+/-80 +/-80 +/-80
121
+/-80
+/-80
125
+/-80
+/-BO
129 133
+/-80 +/-BO+/-80
+/-BO +/-BO
137
/-8
+/-80
M14114531
33
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-60
t/-80
35
+/-80
+/-80
+/-80
+/-80
+/-80
+1-80
+/-80
+1-80
+/-80
+/-80
+/-BO
+/-80
+/-80
+/-BO
+!-BO
37
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
t/-80
+/-80
39
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
41
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-BO
+/-80
+/-80
r-
43
+/-80
+/-80
+/-80
+/-60
+/-80
+/-80
+/-80
+/-80
+/-80
0
45
+/-80
+/-80
+1-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
a
47
+/-80
+/-80
+/-80
+/-80
+/-BO
+/-80
+/-80
+/-80
F51
49
+/-80
+/-80
+/-80
+/-80
+/-8053
+/-80
/-80
+/-80
+/-80
+1-80
+/-79.155
/-80
+/-80
j1-80
+/-80
+/-80
+/-78.6
+/-80
/-80
+/-80
+1-79.1
/-80
co
57
+/-80
+/-80
/-80
59
+/-80
+/-79.3
+/-80
61
+/-80
63
+/-80
+/-80
65
+/-80
+/-80
67
+/-80
68-7/B +/-80
1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION,LO
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
1-1I16" NOM. ���JJJ TABLE DIMENSIONS MAYBE
GLASS STACK I 7116" LAMINATED ORIENTED VERTICALLY OR
7/16" LAMINATED I GLASS STACK HORIZONTALLY AS SHOWN,
GLASS STACK
10 .090" PVB INTERLAYER 3116" TEMPERED GLASS 3116" HEAT STRENGTHENED GLASS
3/16" HEAT 3/16" HEAT STRENGTHENED GLASS �— LONG SIDE
3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE .090" PVB INTERLAYER i-
11 SHORT
4 11 SIDE
5
5/8" 5/8"
GLASS BITE GLASS BITE
1-3 / 1-3 /
EXTERIOR EXTERIOR �— LONG SIDE —�
20 13 G] 7s�s 21 13
GLASS TYPE 2 GLASS TYPE 4 SHORT
%
_ I
�I
_I
�1
SHORT
SIDE
SHORT
SIDE
LONG
SIDE
LONG
SIDE
PRODUCC REVISED
as complying with the Florida
Building Code
\ecr ntanca 1301 O d
AS
T�pfrnh0 i Dzte
NO CHANGES THIS SHEET.
Y
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l.L
UMDJO
= W
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0C NSF;!
No. 58705
%�0,�'. AT OF 1,
S'ON1Ai L
A. LYN4 t LLER`P E.
P.E.# 58705
TABLE 5:
Window Design Pressure (+/-, psf) for Glass Type 5
Long Side, Ti to Ti in
68-7/8
73
77
78-3/4
81
85
89
93
97
101
105
109
110.1/2
37
+90/-130
+90/-127.5
+90/-123.5
+90/-121.7
+901-119.8
+90/-116.5
+90/-113.5
+90/-111
+90/-108.5
+90/-106.3
+90/-104.5
+90/-104.5
+90/-104.5
39
+901-125.1
+90/-120
+90/-114.5
+90/-112.9
+90/-111
+90/-1D7.5
+90/-104.5
+90/-101.7
+90/-99.5
+90/.97.7
+90/-96.1
+90/-94.6
+90/-94.1
41
+901-120.1
+90/-113.5
+90/-107.3
+90/-105.2
+90/-103
+90/A00.5
+901-97.8
+90/-94.9
+901-92
+/-89.6
+/-88
+/-86.5
+/-86
43
+90/-114.4
+90/-107.5
+90/-102.5
+90/-100.7
+90/48.6
+90/-95.2
+90/-92.2
+/-89.1
+/-85.B
+/-63
+/-81.4
+/-80.4
+1-80.1
45
+90/-108.7
+90/-102.5
+90/-98.8
+901-97.1
+90/-94.9
+90/-91
+/-87.3
+1-84.1
+1-81.7
+/-79.7
+/-77.8
+1-76.1
+l-75.6
47
+90l-104.4
+90/-99.6
+90/-95.7
+90/-93.9
+90/-91.6
+/-87.5
+/-83.6
+/-81
+/-78.9
+/-76.7
+/-74.7
+/-MJ`
+/-72
49
+90/-101.1
+90/-97
+90/-928
+90/-90.9
+/_88.5
+/_M.3
+/-81.2
+/-78.5
+/-76.1
+/43.9
+/-71.7
+/-69.6
+/-68.9
n
1
51
+90/-98.1
+901-94.1
+901-90.1
+/-88.2
+/-65.7
+1-82
+/-79.1
+1-76.3
+1-73.6
+/-71.2
+/-68.9
+/-66.8
+/-65.9
$
53
+90/-95.3
+9D/-91.1
+/-87.4
+(-85.8
+/-83.3
+/-80
+/-77
+/-74.1
+1-71.3
+/_68.7
+/-66.3
+1-64
+/-63.2
F
55
+90/-92.5
+/-88.2
+/-84.3
+/-82.9
+/-81.4
+/-78.1
+/-74.9
+/-71.9
+/-69.1
+1-86.4
+/_63.9
+/_61.8
+/-61.2
57
+/-89.8
+1-85.3
+/-81.B
+l-80.6
+1-79
+/-76.2
+/-73
+/-69.9
+/-66.9
+/-64.1
+/_61.9
+/-60.1
ai
59
+/-87.1
+/-82.B
+l-79.7
+l-78.4
+/-76.6
+1-74
+/-71.1
+/-67.9
+/_64,8
+/-622
+/_60.3
61
+/-84.6
+l-80.6
+/-77.8
+ .2
/-76
+/-74.6
+1_71.7
+/_69
+1-65.9
+/-62.8
+/-60.8
r
63
+/-82.5
+l-78.9
+1-74.6
+1-73.2
+/-71.4
+/-68.4
+/-65.5
+1-62.9
+/-60.9
65
+/-80.7
+/-77
+/-73.6
+/-72.2
+/-70.4
+/-67.3
+/-64.4
+/-62
67
+/-79
3
+/-71.7
+/-70.2
+/-68.4
+/-65.2
+1-6Z4
6&7!8
+/-77.36
+1-70
+1-68.5
+/-66.8
+/-63.3
+1-61.1
73
+/_73.62
1+/-64,8
+1-66.5
+/-64.8
+1-62.9
+/-60.5
77
+l-70
5
+/_63.2
+/-61.9
7-33/4
+l-68.5
+/_61.9
+/-60.9
1) TIP -TO -TIP DIMENSIONS SHOWN, FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUI3I ItAG 11" rrcvm Inc 1 m-1 v-I or vnvic11o1v11 111 11 1"
TABLE TO DETERMINE THE WINDOW SIZE.
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.
�r,-,■yam
Window Design Pressure (+/-, psf) for Glass Type 7
Lonq Side in
77
78-3/4
81
85
89
93
97
101
105
109
110-1/2
31
+90/-130
+901-130
+901-130
+901-130
+90/-130
+g0/-130+901-130
+901A30
+901-130
+90/-130
+90/-130
+90/-130
33
+901A 30
+90/-130
+901-130
+90/-130
+90/A3o
+90/-130
+901A30
+901A 30
+90/-130
+90/-130
+901-130
+90/A30
35
+g0l-130
+90/-130+90/-130
+90/-130
+901-130
+901-130
+901-130
+90/-130
+90/-130+9o/-13D
+90/-130
+gp/_130
37
M68-7/87373
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-128.3
+901-125.4
+90/A22.6
+90/-120.1
+90/-118.1
+90/-118.1
+90/-118.1
39
+99f-130
+9D/-129A
+90/-127.5
+9D/-125.4
+90/-121.5
+90/-118.1
+901-114.9
+901-112.5
+901-110A
+90/-108.6
+90/-106.9
+90/-106.3
41
+901-128.3
+90/-121.2
+90/-118.9
+901-116A
+90/-113.6
+901-110.5
+90/-107.2
+90/-103.9
+90/-101.3
+90/-99.4+90/-97.7
+90/-97.143
+90f-121.5
+90f-115.8
+90/-113.8
+90/-111.4
+90/-107.5
+90/-104.2
+90/-100,5
- +90/-97
+90/-93.6
+90/-92
+90/-90.9
+90/-90.5
45
.3
+90/-122.9
+g0/-115.8
+90/-111.6
+90/-109.7
+90/-107-3
+90/-102.8
+90/-98.7
+90/-95
+sD/-923
+90/-90.1
+/ 87.9
+Bo/-85.9
+80/-B5.4
47
+90/-118
+901-112.7
+90/-108.1
+90/-106.1
+90/-103.5
+90L98.8
+901-94A
+90/-91.5
+/49.1
+1-86.7
+80/-84.4
+80/-82.1
+80/-81.3
49
+901-114.2
+90/-109.6
+901-104.8
+901-102.7
+901-100
+90/-95.3
+90/-91.8
+/-88.7
+/-86
+80/-83.5
+801-81
+1-78.7
+1-77.8
51
+90/-110.9
+901-106.3
+901-101.8
+90/-99.6
+901-96.9
+90/-92.7
+/-89.3
+/-86.2
+80/-83.2
+80/-80.5
+1-77.9
+/-75.4
+/-74,5
in
53
+90/-107.7
+90/-102.9
+901-98.7
+90/-96.7
+901-94.1
+90/-90.4
+/-07
+BO!-63.7
+801-80.6
+/-77.7
+/-74.9
+/-72.3
+1-71.4
55
+90/-104.5
+901-99.6
+90/-95.3
+90/-93.7
+901_91.9
+/-88.3
+80/-84.6
+80/-81.3
+/-78.1
+/-75.1
+/-72.2
+/-68.8
+/-69.1
=
57
+901-101.5
+90/-96.4
+901-97.5
+901-91
+1-89.3
+80/-86.1
+801-82.4
+/-78.9
+1-75.6
+/_72.5
+/.69.9
+/_67.9
59
+90l-96.5
+901-93.5
+/-90
+1-88.5
+80/-86.8
+80/-83.6
+801-80.3
+/-76.7
+/-73.3
+/-70.3
+ - 68,2
61
+90/-95.6
+90/-91.3
+/-87.7
+80/-86.2
+80/-84.3
+80/-81
+/-77.9
+/-74.5
+/-71
+!-6B.7
63
+90/-92.2
+/-88.1
+80/-B4.3
+80/-82.7
+80/-80.7
+/47.3
+/44
+/-71
+1-6B.8
65
+90/-91.2
+/-87
+80/-83.2
+80/-81.6
+1-79.6
+/-76.1
+1-72.8
+/-70
67
+/-09.3
+80/-85
+80/-81
+/-79.4
+/-77.3
+/-73.7
+/-70.5
607/8
+1-8T3
+80/-83.2
•+1J9,1
+1-77.4
+/-75.2
+/-71.6
+/_69
73
+80/-83.2
1 +/-79.4
+/-75.1
+/_73.2
+/-71
+/_68.4
77
+/-79.1
+/-75.1
+/-71.4
+/-69.9
7&3/4
+147.4
+/-73.2
+/-69.9
+(-68.8
-_ _ _
r� rlo
M1RAr.K1Q1nf%1
IM THE
1) TIP -TO -TIP DIMENSIONS SHOWN, FOR INTEGRAL FIN AND EQUAL Lt(3 wllvuvvvo, outs 1 rv1i.1 i rrwrvi I n_ I tv-w-1 '1 �141171�1-� I--• •
TABLE TO DETERMINE THE WINDOW SIZE,
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,
7l16" LAMINATED
GLASS STACK
3/16" ANNEALED GLASS
EXTERIOR I I u u I
a 20
I_
.090" SG INTERLAYER
6"ANNEALED GLASS
5/8"
GLASS BITE
GLASS TYPE 5
T (- LONG SIDE
F
SHORT /
�- LONG SIDE -�
SHORT
SI+DE 1
1
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
1-1116" NOM,
GLASS STACK 7116" LAMINATED
GLASS STACK
TEMPERED GLASS 3/16" ANNEALED GLASS
�3/16" ANNEALED GLASS
7/16" AIR SPACE
11
EXTERIOR ji �+L
75-78 l L I
SGINTERLAYER � SHORT
SIDE f
5!8"
GLASS BITE
13
GLASS TYPE 7
SHORT
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LONG
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A/LYNNIrJIILLER, P.E.
P.E.# 58705
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
TYPE A
WII
B
HE
TIP -TO -TIP
WINDOW
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT-
2-3/4"
E
INSTALLATION
TYPE B
TYP. ANCHOR TYPE,
EDGE EMBEDMENT AND EDGE
DISTANCE DISTANCE PER SUBSTRATE,
SEE TABLE 8, THIS SHEET
� ENT � '
EDGE �.
DISTANCE r
�1/4" MAX �
SHIM �Tl�t4 t@�tAtt
INSTALLATION INSTALLATION � EMBEDMENT
TYPE C TYPE B
— EMBEDMENT 1X WOOD BUCKSTRIP, a a
1/4" MAX SEE NOTE 2, THIS SHEET -
SHIM
TYP.ANCHORTYPE,EMBEDMENTAND EDGE
EDGE DISTANCE PER SUBSTRATE, DISTANCE
6 SEE TABLE 8, THIS SHEET s
l 1 1--�
`/ °" A � ��/ • " c a•
12 USED FOR ALL °" ' " Y • -
SIDES OF •d '
8 ARCHITECTURAL '" 11 . •
SHAPES @ 11-7/8" EXTERIOR
29 O.C. MAX. ° ' •m 4 � 1'� -
CONCRETE/CMU 5
PER ANCHOR VISIBLE LIGHT WIDTH = •
REQUIREMENT WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH CONCRETE/CMU
PER ANCHOR
TIP -TO -TIP WINDOW WIDTH REQUIREMENT
INSTALLATION HORIZONTAL SECTION A -A
METHOD D � TABLE8•
1!4"
MAX.
SHIM
(`]
EXTERIOR
STEEL SELF -DRILLING
SMS (GS), SEE TABLE
8, THIS SHEET
MIAMI-DADS APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
21�PROPERTIES, TABLE B,THIS SHEET
6
�1 /4" MAX SHIM
iX WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
• CONCRETE PER
° � " a" ANCHOR
° ' - p • REQUIREMENT
EDGE
DISTANCE
VERTICAL SECTION B-B
TYP.ANCHORTYPE,EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 8, THIS SHEET
Anchor
Substrate
Min. Edge
Distance
Min. Embedrr�nt
Max O.C.
S acin
#12 or #14 410 SS Screw
Southern Pine 5G=0.55
9/16"
1-3/8"
12"
Aluminum 6063-75 min.
3/8"
0.063" '
12"
A36 Steel
3/8"
0.063" "
12"
Steel Stud Gr. 33 min.
3/8"
0.045"
1 B Ga
12"
#12 or #14 Steel Screw (G5)
Southern Pine SG=0.55
9/16"
1-3/8"
12"
Aluminum 6063-T5 min.
3/8"
D.063" '
12"
A36 Steel
3/8"
0.063"'
12"
Steel Stud Gr. 33 min.
3/8"
0.045" 18
Ga '
12"
1/4" 410 SS CreteFlex
Un round CMU, ASTM C-90
2-1/2"
1-1/4"
12"
Concrete (min. 3.35 ksi)
1"
1-3/4"
12"
1/4" Steel Ulfracon
Concre� min. 285 ksi
1"
1-3/4"
12"
Concrete min. 2.85 ksi
2-1/2"
1-3/8"
12"
Un round CMU ASTM C-90
2-1/2"
1-1/4"
12"
5/16" Steel Ultracon
Concre� min. 3.5 ksi
1-1/4"
1-3/4"
12"
Grouted CMU ASTM C-90
2-1/2"
1-3/4"
12"
MIN. OF 3 THREADS BEYOND THE METAL SUt3s r itv, i t.
"UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
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 1-1l2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN
BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS
"2X" ARE 1-112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY
AUTHORITY HAVING JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A
SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULLION NOA APPLIES TO WHOLE SYSTEM.
Ma�rial
Min. Fy
IvBn. F°
Steel Screw
92 ksi
120 ksi
410 Screw
90 ksi
110 ksi
Elco UllraCon®
155 ksi
177 ksi
410 SS Elco CreteFlex®
127.4 ksi
189.7 ksi
6063-T5 Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
PRODUCT REVISED
as cnmPtyi� wish the Florid:s
BAuildmg.� d� , ,,, �3^
IE3i
NO CHANGES THIS SHEET.
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ST TE � . � C(/
•�SS�OlvAL �� `��
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A. LYNN MILLER, P.E.
P.E.# 58705
ZX WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
TYPE E
wlr
B
HE
INSTALLATION
TVI"]G C
EDGE
DISTANCE
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
EMBEiMENT
T1/4" MAX
SHIM
12 USED FOR ALL
SIDES OF
8 ARCHITECTURAL
SHAPES @ 11-7/8"
29 O.C. MAX.
EDGE
DISTANCE
21
EDGE
DISTANCE
INSTALLATION
T\/nC if `
EMBEDMENT
�I 114" MAX
SHIM
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
INSTALLATION
Tvo� u
114"
MAX.
SHIM
EXTERIOR
STEEL SELF -DRILLING
SMS (G5), SEE TABLE
9, THIS SHEET
MIAMI-DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD, SEE SUBSTRATE
PROPERTIES, TABLE 9,THIS SHEET
0
�1/4" MAX SHIM
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
CONCRETE PER
;' ANCHOR
s ,� REQUIREMENT
1 eTYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 9, THIS SHEET
VERTICAL SECTION D-D
Ly
Building
INSTALLATION
TYPE F EMBEDMENT'
1X WOODTHIS S SHEET
SEE NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE, EDGE
SEE TABLE 9, THIS SHEET DISTANCE
2 0 0
11
EXTERIOR
4 11
VISIBLE LIGHT WIDTH
WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH
HORIZONTAL SECTION C-C
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
Anchor Substrate Min. Edge Nfin. Er�edment Max O.C.
Distance S ncl
Southern Pine SG=0.55 9/16" 1-3/8" 12"
#12 or #14 410 SS Screw Aluminum 6063-T5 min. 318" 0.063" " 12"
A36 Steel 3/8" 0.063" " 12"
Steel Stud Gr. 33 min. 3/8" 0,045" 18 Ga 12"
Southern Pine SG=0.55 9/16" 1-3/8" 12"
#12 or #14 Steel Screw (GS) Alunnum 6063-T5 min. 3/6" 0,063" " 12"
A36 Steel 3/B" 0.063" ' 12"
Steel Stud Gr. 33 nin. 3/B" 0.1345" 18 Ga ' 12"
1/4" 410 SS CreteFlex Un routed CMU, ASTM G90 2-1/2" 1-1/4" 12"
Concrete (min. 3.35 ksi) 1" 1-3/4" 12"
Concrete ain. 2.85 ksi 1" 1-3/4" 12"
1/4" Steel UKracon Concrete min. 2.85 ksi 2-1/2" 1-318" 12"
Un routed CMU ASTM C-90 2-1/2" 1-1/4" 12"
5/16" Steel Ultracon Concrete min. 3.5 ksi 1-114' 1-3/4" 12"
Grouted CMU ASTM C-90 2-1/2" 1-314" 12"
"MIN. OF 3 THREADS BEYOND THE Mt IAL SULi� L It/1 L t.
ROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
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 1-112". I WOOD BUCKS ARE OPTIONAL IF UNIT CAN
BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS
ARE 1-1/2" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY
AUTHORITY HAVING JURISDICTION,
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE
TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULLION NOA APPLIES TO WHOLE SYSTEM.
Material
"MIN. OF 3 THREADS BEYOND THE Mt IAL SULi� L It/1 L t.
ROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
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 1-112". I WOOD BUCKS ARE OPTIONAL IF UNIT CAN
BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS
ARE 1-1/2" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY
AUTHORITY HAVING JURISDICTION,
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE
TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULLION NOA APPLIES TO WHOLE SYSTEM.
Material
Min. Fy
NEn. Fo
Steel Screw
92 ksi
120 ksi
410 Screw
90 ksi
110 ksi
Elco IAtraCon®
155 ksi
177 ksi
410 SS Elco CreteFle&
127.4 ksi
189.7 ksi
6063-T5 Alurrinum
16 ksi
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
PRODUCT REVISED
W, complying with the F!m'ida
Ss•
Accept�ce mo ✓"'�'
g cpiratian IAxe
NO CHANGES THIS SHEET.
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No. 58705
STATE OF
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S/ONAL E\\O\
/rllrll111
A. LYNN MILLER, P.E.
P.E.# 58705
&���
No. 58705
STATE OF
tS
S/ONAL E\\O\
/rllrll111
A. LYNN MILLER, P.E.
P.E.# 58705
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET
WII
s
HE
INSTALLATION
TYPFI
EMBEDMENT
3
12 USED FOR ALL
SIDES OF
8 ARCHITECTURAL
SHAPES @ 11-7/8"
29 O.C. MAX.
0
21
EXTERIOR
a
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
EDGE
DISTANCE
1 /4" MAX
SHIM
INSTALLATION
TYPE L
EDGE
DISTANCE
EMBEDMENT
MAX.
SHIM
STEEL SELF -DRILLING
SMS (G5), SEE TABLE
10, THIS SHEET
MIAMI-DADS APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 10,THIS SHEET
� 1 ZX WOOD BUCKSTRIP
J OR FRAMING, SEE
NOTE 2, THIS SHEET
�1/4" MAX SHIM
INSTALLATION -
TYPE J �
EDGE DISTANCE
TYP, ANCHOR TYPE, EMBEDMENT
IML EMBEDMENT AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 10, THIS SHEET
VERTICAL SECTION F-F
INSTALLATION
TYPE J
1 H I MAX
SHIM
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 21 THIS SHEET
11
FIN FRAMES ARE ONLY TO BE USED
WITH GLASS TYPES 1-4 (PVB
INTERLAYER), NOT TO BE USED WITH
GLASS TYPES 5-8, (SG INTERLAYER).
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 101 THIS SHEET
VISIBLE LIGHT WIDTH =
WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH —
INSTALLATION
TYIFK
EDGE DISTANCE---�--�
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
HORIZONTAL SECTION E-E
3
11
5
EMBEDMENT
EXTERIOR
Anchor
Substrate
Min. Edge
Max. O.C.
'MIN. OF31HKtAUS t3tY VNu IYit Wit: IHL JV tlJI R/'\IC.
INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW
EMBEDMENT AND EDGE DISTANCE LIMITS.
2. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL
BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER
WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
Material Mn. FY Mn. F"
Steel Screw 92 ksi 120 ksi
6063 T5 Aluminum 16 ksl 22 ksi
A36 Steel 36 ksi 58 ksi
Gr. 33 Steel Stud 33 ksi 45 ksi
PRODUCC REViSF3�
as complying wish ON Fter�
Euitding Code
N
AcczptAnce o 1
Ecnisation 1?aL.
NO
CHANGES THIS SHEET.
PRODUCC REViSF3�
as complying wish ON Fter�
Euitding Code
N
AcczptAnce o 1
Ecnisation 1?aL.
NO
CHANGES THIS SHEET.
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No.58705
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1_
-�� '• SAT OF 441
A. LYNN MILLER, P.E.
P.E.# 58705
EDGE DISTANCE
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
TYPE M
Wlt
B
HE
INSTALLATION
TYPE N
EMBEDMENT . ,
CONCRETEICMU
PER ANCHOR EDGE
REQUIREMENT DISTANCE
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 11, THIS SHEET
12 USED FOR ALL
SIDES OF
8 ARCHITECTURAL
SHAPES @ 11-7/8"
29 O.C. MAX.
21
EXTERIOR
a
EMBEDMENT
L1/4" MAX
SHIM
EDGE
DISTANCE
INSTALLATION
TYPE O
INSTALLATION TYPE M
MAX.
SHIM
InWN
'�'mpjN\.STEEL SELF -DRILLING
MIAMI-DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD, SEE SUBSTRATE
PROPERTIES, TABLE 11,THIS SHEET
G
�1l4" MAX SHIM
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
. I INSTALLATION NOTES:
VERTICAL SECTION H-H
EMBEDMENT
1/4" MAX SHIM
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
0
11
FIN FRAMES ARE ONLY TO BE USED
WITH GLASS TYPES 1-4 (PVB
INTERLAYER), NOT TO BE USED WITH
GLASS TYPES 5-8, (SG INTERLAYER).
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
v VISIBLE LIGHT WIDTH =
WINDOW BUCK WIDTH - 2-34'
WINDOW BUCK WIDTH -
HORIZONTAL SECTION G-G
t�7
11
EMBEDMENT
O EDGE
DISTANCE
CONCRETE/CMU
PER ANCHOR
REQUIREMENT Ck
EXTERIOR
Anchor
Substrate
Min. Edge
Distance
Mn. Embedment
Max O.C.
S acin
#12 or #14 410 S5 Screw
Southern Pine SG=0.55
9/16"
1-318"
6.2"
Aluminum 6063-T5 min.
3/8"
0.063" "
6.2"
A36 Steel
3/8"
0.063" "
6.2"
Steel Stud Gr. 33 min.
3/8"
0.045" 18 Ga "
6.2"
#12 or #14 Steel Screw (G5)
Southern Pine SG=0.55
9/16"
1-3/8 It
6.2"
Aluminum 6063-T5 min.
3/8"
0.063" "
6.2"
A36 Steel
3/8"
0.063" "
6.2"
Steel Stud Gr. 33 min.
3/8"
0,045"
18 Ga "
6.2"
1/4" 410 5S CreteFlex
Un routed CMU, ASTM C-90
2-1/2"
1-1/4"
AT
Concrete (min. 3,35 ksi)
1"
1-3/4"
1/4" Steel Ultracon
Concrete min. 2,85 ksi
1"
1-3/4"
11,6"
Concrete min. 2,85 ksi
2-1/2"
1-3/8"
11.6"
Un routed CMU ASTM C•90
2A/Z'
1-1/4"
11.6"
5/16" Steel Ultracon
Concrete min. 3.5 ksi
1-1/4"
1-3/4"
11.6"
Grouted CMU ASTM C-90
2-1/2"
1-3/4'
11.6"
" ,OF 3 THREADS BEYOND THE Mt IAL sutss I r� i t.
"UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS,
ALL HEAD TYPES APPLICABLE,
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 1-1I2". 1X WOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE
1-1l2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
APPROVED BY AUTHORITY HAVING JURISDICTION,
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
WINDOW FRAME,
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
Material
Min. Fy
Mn. F„
Steel Screw
92 ksi
120 ksi
410 Screw
90 ksi
110 ksi
Ek o UtraConO
155 ksi
177 ksi
410 SS Elco CreteFlex®
127.4 ksi
189.7
ksi
NO CHANGES THIS SHEET.
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A. LYNN MILLER, P.E.
P.E.# 58705
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No. 58705
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'•.FLORID?.
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A. LYNN MILLER, P.E.
P.E.# 58705
I I I 1 C I7'
Item
#
PGTPart #
Description
Material
1
4253C
Flanged Frame
Alum. 6063-T5
2
4285
Equal4eg Frame
Alum. 6063-T5
3
4256
Integral Fin Frame
Alum. 6063-T5
4
4255
7/16' Lam!, Glass Beading
Alum. 6063T5
5
4254
I.G. Glass Beading
Alum. 6063-T5
6a
4270
Installation Fastener Coker
Alum. 6063 T5`
6b
4224
Installation Fastener Cowr for Cures
Rigid PVC
8
4267
7/16" Lami. Glass Beading for Curves
Alum. 6063-T5
9
4269
I.G. Beading for Curves
Alum. 6063-T5
10
70589C
Gasket (at 90° comer joints)
Polyethylene
11
TP24718
Vinyl Bulb Weatherstrip
Flex PVC, Duro. 65 +/-1
12
61308K
Foam Beading Tape
13
Dow 791, 899, 995 or GE 7700 Backbedding
Silicone
20
71652K
Setting Block, Mono. 3116" x 7/16" x 4"
Neoprene, Duro. 85 +/-1
21
71704AK
Setting Block, I.G. 3/16" x 1-3/32" x T
Neoprene, Duro. 85 +/-1
29
76X114FP
#6 x 1-1/4" FH SMS (Curved Beading)
Stainless Steel
30
781PQX-
#8 x 1" Quad PH SMS (Assembly)
Stainless Steel
75
Kommerling Kodispace 4SG TPS
See this Sheet for
Materials
76
Quanex Super Spacer nXr
77
Quanex Duraseal Spacer
78
Cardinal XL Edge Spacer
ALL CORNERS TO
USE GASKET
AND/OR SEALANT
ASSEMBLY DETAILS FOR
FLANGE &EQUAL -LEG FRAMES
90° CORNER
FRAME ASSEMBLY
EXTERIOR
EQUAL -LEG FRAME
FRAME
2,784" 2,784^ 2.784"
.094" �1 If .094" —0 -1 I� .094"
.074" 062" 074" +— 062" 1:,,074" 06
1,375" + 1.375" d —7�-
1.875" .500" .438" 500 438" }
.438"
IV
1.000" T r II
500" t —� I�— .050"3a.00s �-� I� �— .050"to.00s v -�1I `— .050„'a.00e^
1.125" 077"
1OFLANGE FRAME O2 EQUAL -LEG FRAME
OFIN FRAME
970" f-� I+ - .346" 1,037" 970" .346„
.875" F1 875" 875" 875"
.050" I� .050" .050' +— .050" I'- .050"
O ON 7/16" LAMI LG. GLASS
GLASS O BEADING GLASS 6a FASTENER INSTALLATICOVER O FOR GLASS BEADINGRVES O BEADING
LCURVES
NG
HOT -MELT ALUMINUM DESICCANT FILL
SILICONE BUTYL REINFORCEMENT POLYISOBUTYS NL 5116"NOM.
STRUCTURAL
POLYISO- 1/4" NOM. 3/16" NOM. SILICONE LO
BUTYLENE WITH STRUCTURAL BUTYL &MINT,GLASS
5/16" NOM. SEAL
DESICCANT SILICONE DESICCANTROLL-FORMED
FOAM WITH FOAMSTAINLESS STEEL
EXT. GLASS DESICCANT EXT. GLASS
EXT. GLASS EXT. GLASS
INT. GLASS
INT. GLASS INT. GLASS
75 4SGKODITPSCE 76 NXTEM SPACER® DURASEA77 SPACER L® XLEDGE 78 SPACER TM
ASSEMBLY DETAILS
FOR FIN FRAMES
ANGLEDlCURVED
FRAME ASSEMBLY
I /
/
I �
/ EQUAL -LEG FRAME
FRAME
MITERED FRAME WITH INTERIOR EXTERIOR
AND EXTERIOR FRAME WELDS �]
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES, SEALANT AT ALL CORNERS
In
ALL CORNERS TO �
USE GASKET I
AND/OR SEALANT �
90° CORNER
FRAME ASSEMBLY
EXTERIOR
EXTERIOR
MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANTATALLCORNERS
PRODUCT REVISED
as cnmplyiz�g wish the Flarida
Building Code
Aarptani.•s Nu 19� U43v,o
Expiration
NO CHANGES THIS SHEET.
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A. LY�IIJIrillLll��2�, P.E.
P.E.# 58705