HomeMy WebLinkAboutNOA; Series PW-701, 702, 820 Aluminium Fixed WindowM5
MIAMbQADE MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) MTm.miamidadegoyleconomv
PGT Industries
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (Alit).
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 tkris acceptance, if it is determined by Miami —Dade County Product Control
Section that this.product or material fails to meet the requirements of the applicable building code,
This product, is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "PW 701/720/820" Aluminum Fixed Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. MD 720-820.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Section Revision
stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product
Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall' beat: a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County. Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, 'Florida, and
followed by the expiation 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 jab site at the request of the Building Official.
This NOA revises NOA# 13-0502.03 and consists of this page I and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
1 NOA No. 15-0528.26
MIAMI DAt7E C UNTY
Expiration Date: February 19, 2019
7 Approval Date: July 09 2015
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ,
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201--94
5) Cyclic Wind Pressure Loading per FBC; TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted underprevious NOA No.13-0502.03)
2. Test reports on:' 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked —up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 031105.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-511
Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Manue Perez . +.
6.1 Product Control ExakWer
NOA No.15-0528.26
Expiration Date: February 19, 2019
Approval Date: July 09 2015
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc, for their
"Kuraray Butacite@ PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® (Clear and White) Glass InterIayers" dated 06/25/15,
expiring on 07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM 1)412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers—Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property --Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/ in.
F. STATEMENTS
1. Statement letter of conformance, complying with 'FBC-5t° Edition (2014), dated May
20, 2015, issued by manufacturer, signed. and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial. interest, dated May 20, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under previous NOA No.13-0502.03)
4. Laboratory compliance letter for Test Reports No. FTL 3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No.13-0502.03, issued to PGT Industries for their Series "PW-
701/720/820" Aluminum Fixed Window — L.M.I." approved on 07/18/13 and expiring
on 02/19/19.
Manuel Pc_r .
Product Control ami er
NOA No. 15- .26
Expiration Date: February 19, 2019
Approval Date: Judy 09 2015
E-2
GENERAL NOTES: SERIES 7201820
IMPACT -RESISTANT FIXED WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO
COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA
48'l1P-TO-TIP WIDTH
BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
-+
47' BUCK WIDTH44-1/4
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN
LIGH' VISIBLE y
LIGHT WIDTH
Ir
WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS
INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD
LITE (CAP) MUST TEMPERED.
B, SHEET 8-H
I
i
3) FOR MASONRY APPLICATIONS IN NIAMI-DADE COUNTY,
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS
WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY A
UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. SHEET 6
,
4)ALL WOOD BUCKS LESS THAN I-1/2-THICK ARE TO BE
L-
CONSIDERED I INSTALLATIONS. IX WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
-
WOOD BUCKS DEPICTED AS 2XARE 1-1/rTHICK OR
12' MAX.
GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE
O.C.
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).
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE
-
BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF
1
SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED
1 -
ON ALL FOUR CORNERS OF THE FRAME INSTALLATION
ANCHORS SHOULD BE SEALED. OVERALL
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF
g-
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX.
THE SCOPE OF THESE INSTRUCTIONS.
6) MAX. 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING
APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON
THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE
TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM
E7300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST
PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM E1300.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING
TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%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) REFERENCES: TEST REPORTS FTL.3835, 3850 8 7212;
ELCO ULTRACON NON ELCO CRETEFLEX NOA; ANSIAF&PA
NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN
MANUAL.
10) THE 720 SERIES USES A PVB INTERLAYER, THE 820
SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES
MAY ALSO BE REFERRED AS THE 701 SERIES.
- B' MAX,
A 95. C
IEET6 BUCK SHEE
4 HEIGHT
12•�
O.C.
96'
TIP -TO
TIP
HEIGHT
924/4•
VISIBLE
LIGHT
HEIGHT
-� g --►I I--- 12• MAX. O.C.
SHEET6
TYP. FLANGED FRAME
ELEVATION (TESTED UNIT)
GUIDE TO SHEETS:
GENERAL NOTES....._.........._..... 1
ELEVATIONS ................................ 1
GLAZING DETAILS ..............._..... 25
DESIGN PRESSURES .................. 2-5
INSTALLATION, FLANGE ............ 6
INSTALLATION, EQUAL -LEG....... 7
INSTALLATION, INT. FIN A
INSTALLATION. INT. FIN 8........_.9
CORNER ASSEMBLY...................10
EXTRUSION PROFILES. ............ 10
PARTS LIST ............................. .... 10
48'BUCK WIDTH
45.1/4' VISIBLE
LIGHT WIDTH
6' MAX.
+D.SHEET7
DESIGN PRESSURE RATING
I IMPACT RATING
VARIES,
SEESHEETS2-5
RATED FOR LARGE& SMALL
MISSILE IMPACT RESISTANCE
481BUCK WIDTH
LIGHT WIDTH
SHEET 8 � � 2'MAX.
14
_F CNFFT9
C
' E, SHEET
I
E,SHEETB
SHEET?
G,SHEET9
G, HEET9
96-
i
BUCK
Ll
--
HEIGHT
---
93-1/4'
93.1/4'
VISIBLE
5' MAX.
/
VISIBLE
LIGHT
HEIGHT
-
LIGHT
HEIGHT
O.C.
I /
I
(HBUCK
EIGHT
S° -"I �'-. SHE
J p 12' MAX.O.C. 2, MAX.M H, SHEET 99I(
MAX SHEET 75' MAX.O.C.
TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION
ELEVATION (TESTED UNIT) (TESTED UNIT)
FIGURE 1:
12' O.C. \
MAX.
12' O.C. /
MAX /
6'
MAX.
T
Type
Desedptlon
Sheet
1
7118' (aml (3116' An • .0W PVB - 311V HS)
2
2
7/18'l.eml 3116' HS •.090' PVB-3118'HS
2
3
1.1/16°Lam(. IG 18'T-7/16'AIr-3l16'An-.090'PVS-3116'HS
3
4
1.11V Lam1. 10 16-T-7l18'Air-&16'HS-.090'PVB-311W HS
3
6
7119•Lawd 3116•An-.090'SG-3116'An
4
6
7118'Laml 3116"HS-.090'SO-3116'HS
4
7
1.1118'LamI. IG 3116•T•7/16'Air-3116'An-.09D'SG-3118'An
5
8
1-1116-LamL10 3/16°T-7/161AIr•3116"HS-.D90'SG•3116"HS
5
QA 'SG'='KURARAY SENTRYGLAS INTERLAYER• BY KURARAY AMERICA. INC.
'PVB' ='KURARAY BUTACITE9 PVB INTERLAYER' BY KURARAY AMERICA, INC.
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 25.
ANCHOR SPACING TO BE W MAX. FROM CORNERS AND 12.O.C. MAX FOR ALL CURVED FRAME
MEMBERS, SEE FIGURE 1, THIS SHEET.
WIDTH WIDTH ice- WIDTH --I 1__WIDTH --I F'- WIDTH -�•I
Tt---- — -- T -- -1 Tr
�"
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No. 56705 T'r
PiVr�IF5.41,sl`
IN, E�'0
/i111111\��
A. LYNN MILLER. P.E.
P.E.# 56705
1 HtlLC L:
Window Design Pressure (4, psf)for Glass Type 1
Lmg Side (in
67.7/0
72
76
80
84
BB
92
98
100
104
109.112
30
32
34
+/-80
+180
+/80
+/80 1-
+1.80 1
+/80
+1.80
+1.80
+/-eo
+/•80
+180
+/80
+140
+180
+180
+1.80
+1-80
+1.80
+1•60
+180
+1.80
*I -Bo
+/80
+1.80
+180
+18D
M80
+l•80
+180
+/-79,8 1
+l•80
+180
+1.79.4
36
+180
+1.80
+1-80
+18D
+180
al80
+1.79.7
+/-77.2
+1•75.1
a/-7&4 1
+/-72.2
3B
40
42
a1-80
+160
+/•80
+1.80
+LBO
+/80
a1-80
1;71-80
+/•80
+180
+1.79.8
+l•77.4
+/4 0
+1-77.2
-1.74.3
+/•78.1
+l•74.3
+/-71.3
+1-75.2
0•71.3
+1- .2
+1-725
+187.9
+1-64.7
71.70.3
+/85.1
+1.61.6
+/-68.5
+1•63.4
+1.59.8
+1813
+/-51.6
+l-5&2
44
.1-50
+!-BD
+1.78.9
+1-75.9
+/•72.1
+f8&9
H85.6
+/822
+/59.7
N57.5
48
+180
+7180
-1.77.2
+/-73.6
+I-10.1
+I. M8
+1-63.5
+/.60.3
+157.7
13R52
+/-80
+1.79,3
+/-75.6
+/•71.9
+188.3
+1-64.9
+1-61.5
+1582
Uj
+1.80
+/-77.5
+1.74.1
+l-70.3
+/-66.7
Q-83.1
-1.59.7
r/-79.1
+1.75.8
+/-72.4
+/-88.8
+/85.1
+1.61.5
-1.77.4
+l-73.8
+/-70.5
.1-67.3
+1.63.5
+17&8
+!72
T6_86
+/85.3
+!•T42
+lT03
+1888
+!727
r1--W 7
+/-85
-*1.712
+111Z1
-
+/-697
+18-&5
+1.6&3
87.718
+f of
7/16' LAMINATED Imo.
GLASS STACK I
S-
3
3/16' ANNEALED GLASS
uStijj%l
CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT V?fhgN.
1 HOLC a
Window Design Pressure (+f-, psQ forGlass Type 3
Lmg Side (in)
57-718
72
76
80
84
88
92
g6
10D
104
30
32
34
+1.80
+1.80
+/•80
+I80
+1.80
+180
+/80
+/-BO
+/-80
+180
+l80
+f•80
+180
H80
+180
+1-80
+1•BD
+1-80
.1-80
+/-80
+l•60
+/80
+/80
+Leo
+/-80
+1.80
+L80
+/80
+1.80
+1-s0
1-174.0'23
36
38
N$0
+/-80
+I80
+/80
+l•80
+705
+180
+/80
+/8D
+180
+/•60
+Lffl
+l•BO
+!•W
+l80 -
+I-s0
+/80
-;1-79.4
+1•80
+1-70.4
40
42
+/80
+/-80
+/-80
+/80
+1-50
+l80
+180
+!$0
+180
+180
+180
+180
+l•80
+1.77
+1-7&T
+1.73.1
s/•73.5
+/89.6
+/-70.9
+1.66.9
44
+1.80 -
+/•80
+LBp
+I.8D
.180
+1-77.8
JJ4,1
+/-70.3
+187.5
+1.63.9
'
48
+/-80
+1.80
+/-80
+/•80
+1.79.2
+1.75.4
+1-71.7
+f•68-1
+185.1
48
4/-80
+180
+/-80
+L8o
+l•772
+/•733
+/-625
+/•658
50
+/80
+f80
+1-80
+1-79.4
+/-75.3
+1-71.3
+/-67.5
52
+/-80
+1.80
+1.80
+1.77.7
71.73 5
+1895
to
54
+/-80
+180
H•79.6
rl•76
+/-71.8
56
+180
+/80
+1-77.5
+/-73.8
58
+/-80
+1•79.4
+1•754
80
0-80
0-17.6
+/•735
62
+I-m
+1.75.8
64
+l•7&8I
+/-74
86
+l-7T.2
67-7/8
1 +/-74.9
EXTERIOR
a
GLASS TYPE 1
PVBINTERLAYER
WHEAT STRENGTHENED GLASS
5/w
GLASS BITE
�--- LONG SIDE
SHORT
SIDE
- T- �-- LONG SIDE -►{
SHORT
SIDE
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
1-1/16'NOM. �..-..�.��..��� 7/16'LAMINATED
GLASS STACK I ' GLASS STACK
3116" HEAT SHORT
3/16' TEMPERED GLASS-��STRENGTHENED GLASS SIDE
711 V AIR SPACE
11
5
USED AT CURVED
FRAME MEMBERS ONLY 29
@ 11-71W O.C. MAX.
1-3
EXTERIOR
G7 22 21
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP TO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
GLASS TYPE 3
- 3/16' ANNEALED GLASS
.090" PVB
tl
'! INTERLAYER
LONG
SIDE
_ GLASS BITE
13
SHORT
-I
�t
SIDE
RODUCT REVISED
s complying with tllo Floft
teildiog Code
"eptnnm No(5'"O x
NO CHANGE THIS SHEET
DATE: 07 02/15
c
r -
No.5CUP
B7005 x
A •• .:A/
!Ui 'tC ","4ORIUP.•'' �
//11/11111111` I,
A. LYNN MILLER. P.E.
P.E.1158705
TABLE 4:
Window Design Pressure (+/-� psQ for Glass Types 2 & 4
30
32
34
36
38
87-718
+f•80
41$0
+1-80
H$0
+1-60
72
+/•BO
+1.80
+!$0
+l$0
+1-80
78
H$0
+/$0
+1.80
+/•80
+/$0
80
+l$0
+/-80
+1.80
+/$0
+/-80
84
al$0
+/-80
7$0
+/$0
0-80
Be
+/$0
+1.80
*!$0
+l$0
+1-80
92
r92
+1$0
H$0
+l$0
+1$0
98
+90
+f$0
+/$0
+1$0
+1-80
100
a1$0
+1.
+/•80
H$0
+1$0
Long SI
104
+h80
+1.80
+f$0
H-80
+1-80
0 )
109 2
480
+l$0
+1$0
+1$0
+1$0
112
+/-00
+1-80
d$0
N$0
+1$0
118
+/-80
a!$0
+/$0
H$0
+1-80
120
+l•80
+l•80
+/-80
+l$0
+1$0
124
+/-80
+/-80
H-80
+l$0
128
+/.so
+!•00
H$0
H$D
132
+1.80
:1$0
+l•BO
135
+I-80
a1-00
140
+1-m
+1$0
144
40
+/to
+1410
r/$D
M•80
+/$0
+/410
+/$0
+/•80
.1-80
+i-80
+1-80
ai•80
42
+1.80
+/$0
+1$D
+/-80
+/$0
+/-so
+1$0
+/-80
+f$0
+/$0
+/-so
_
44
+/$0
-1-80
+/$0
+1$D
+1.80
+1.80
+l$D
a/410
+/To
+1.80
G
48
+1$0
+1-80
+1.80
+I$0
H$0
+1$0
+1$0
+180
+!•80
+�
48
+I-80
+/$0
+l$0
+l$o
+1.80
+l�l0
+l$0
+1.80
5o
+/$0
+/•80
+1.80
+1.80
+/$0
+/-80
+/.80
P
52
+1•80
0-80
+1$0
+1-80
H.80
+1.79.1
N
54
+1410
+/•so
0•80
+/$0
+/-78.6
Se
58
+1$0
+1-80
+1$0
62
+/•80
+1•80
64
+1-80
+m
66
+/•80
87.718
+/-80
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WI THM.
7/16' LAMINATED
GLASS STACK
311V HEAT STRENGTHENED GLASS
4 11
USED AT CURVED
FRAME MEMBERS ONLY 29
Q 11-7/8.O.C. MAX
1�
EKTERIOR
a 20
1-1/16' NOM.
GLASS STACK
7116' TED
�r--
STACK
GLASSSTACK
S
3118' HEAT STRENGTHENED GLASS
.090' PVB INTERLAYER
3116'TEMPERED GLASS
•
3/16' HEAT STRENGTHENED GLASS
3116' HEAT
STRENGTHENED GLASS 711WAIRSPACE
.090'PVBINTERLAYER
15USED
Li
AT CURVED
5/8'
518'
FRAME MEMBERS ONLY 29SS
GLASS BITE
BITE
@ 11-7/8' O.C. MAX
GLASS TYPE 2
EXTERIOR
a
GLASS TYPE 4
TABLE DIMENSIONS MAY BE I
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
�— LONG SIDE
SHORT `
SIDE �%�
-I SHORT
-'1 SIDE
f►—. LONG SIDE —+{
SHORT /v
SI+DE f/
L
I
LONG
SIDE
1
SHORT
SIDE
,RODUCT REVISED
's complying with fro Florida
3uilding Code , �L.A,
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`iC • No.50705
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,:
A. LYNN MILLER. P.E.
P.£1♦ 58705
TABLE 5:
Window Design Pressure (+/•, psi) forGlass Type 5
ang Side(In)
72
76
80
84
88
92
96
10D
104
109.1/2
30
4
+901.120
+901.115.5
+90'-111.5
+90/-1 ,5
+90I.106
+901.104.5
+901-103.5
+W-1025
+901-1GD.7
+9(Y•97.9
32
9
+9p1•110.8
+901.105.3
+901-101.6
+901-98.7
+901.95.7
+90/-923
+901.90.8
+901-90.3
+1.89934
.9
+901-103
+90/-9&8
*90�•95.1
+90/•91.8
+1.8&2
al•84.4
+/-81.6
+).80.1
+f79.8
+r-79.4
36
R617-718
.6
+901.97A
*Wl-9Z8
+1-88.9
+1$5.5
0-all
-1.79.7
+l•77.2
+/-75.1
+t-73.4
+/-72.2
38
4
+90IA2.2
+1.86.7
+1.63.2
+1.80.7
+1.78.1
+1.75.2
+/-725
+1.70.3
+168.5
+166.340
6
+/-88.2
+1$2.6
+1.79.8
+1.77.2
♦l-74,
+1.71.3
+/•67.9
+165.1
+163.4
+1-61.6
42
3
+1.84.1
+l$0.7
+I-77.4
+1-74.3
-1.71.3
+168.2
W-04.7
+161.6
Q59.8
+f58.2
44
+/-810
+1.82.4
+/-78.9
+1-75.4
+1.72.1
+16&9
+165.8
+/-822
+159.7
+/-57.5
46
+/•854
.1.80.8
+1-77.2
+1-73.6
+/-70.1
+1468
+163.5
+1.643
+157.7
48
+/4827
+/-79.3
+1-75.6
+/-719
+1$B.3
41.64.9
+161.5
+1-59.2
50
+!609
+1.77,5
+1.74.1
+1-70.3
+166.7
+163.1
+159.7
E
52
+1-79.1
+/-75.6
+142.4
+/•8&8
+145.1
0431.5
h
54
+1.77.4
+1.73.8
+1.70.5
+167,3
+1-63.5
56
+1-75.8
+l-72
+/$8.8
+165.3
58
+1-74.2
+1-70.3
+1-W.8
60
+1.727
068.7
+165
sz
+r71.2
+r6�.1
64
+l697
+7655
66
1 +1.6&3
67-7/8
1 +/$7
7/16'LAMINATED
GLASS STACK I
SGINTERLAYER
3/16' ANNEALED GLASS
3116' ANNEALED GLASS
41t\�
USED AT CURVFRAME MEMBERS ON618'
(a)11-718' O.C. MGLASS SITE �+- LONG SIDE
TEXTSHORT (�
20 13 SIDE IL
GLASS TYPE 5
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
TABLE 6:
Window Design Pressure (+l-, psQ forGlass Type 7
Long Side (in)
67-7/8
72 1
76
80 1
84
88
92
98
100
104
109.112
3D
+901-M
+901-130
+90(-130
+901-126
+90/-122.6
+9014IRB
+9D/•11&1
+901-117
+901-115.8
+901-112-7
4901-109.9
32
+90J-130
+g0•-12&1
+90f•118.9
+W-114.8
+901-111.5
+901-108.1
+901.104.3
+901.1D2.4
+901-102
+90J-101.
+W.99.7
34
+901-123.1
+9Bd-11&4
-901.111.7
+901.107.5
+901-103.8
+901.99.7
+901.95.3
+901.92.1
+9X-90.5
+UW
+/-89.6
36
+90/-116
+m-1098
+901-104.a
+901.100.5
+901•g&6
+901.93.3
+1.90
+/-8Z3
+/-84.9
+162.3
+/-81.2
38
+901.111.2
+901-104.2
+90l-97.9
a901.94
+9D1.91.1
+r-88.2
+/64.9
+1-81.9
+179.4
+/•76.4
+/-74.3
40
+901•108.9
+901.99.6
*901.934
+90!60.1
+/•87.2
+1•84
+1.80.5
+!•787
+/•73.5
+1.70.9
N69
42
+90/-1D3,2
+901-95.7
+991-91.2
+1•87.4
+164
+1686
+1•77
+J 731
+!$9.6
+1•88.9
*IS.2
44
+901.99.7
+90I.93.1
+/$9.1
+/-85.2
+/-81.4
+1-77.8
4/-74A
+/-70.3
+IW.5
+163.9
V
48
.5
+gpf-91.3
+16T.2
+l413.2
N-79.2
+1-764
+1.71.7
+/681
rt85.1
48
.5
+/-89.6
+/-65.4
+i$1.2
+1.77.2
+1-7&3
+f695
+/.65.8
60
.4
a1-07.6
-1.83.7
+1.79.4
+).75.3
+/-71.3
+/•87.5
52
+/•66.5
+1$1.8
♦I-71.7
+l•73.5
+1.69.554
+/•83A
+/•79.6
+l-76
+/•71.8
56
K-WI-93.5
+/61.4
+1-77.5
+f•73.8
58
+r-79.4
+1-75.4
60
1
+1-77.6
+/•73.5
82
+l•75.8
64
+1-74
88
+l•77.2
57-118
+1-749
�-+- LONG SIDE -►{
SHORT
SIDE
L
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
1-1/16' NOM.
GLASS STACK GLASS
STACKED
GLASS STACK
3/16' TEMPERED GLASS /16' ANNEALED GLASS
3116' LASS ANNEALEDD GLASS
7/16" AIR SPACE
USED AT CURVED
FRAME MEMBERS ONLY
Q 11-718- O.C. MAX.
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
EXTERIOR
a
-.090'-SG INTERLAYER
i
5/8'
GLASS BITE
GLASS TYPE 7
1/1
`I SHORT
l SIDE
L
LONG
SIDE
`I SHORT
� 1 SIDE
PRODUCT REV ISL•D
nse pjyingwilhlha Florida
Building Code 16 .+j,75
NO CHANGE THIS SHEET
rc DATE: 07 02/15
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.s
A. L4 M�LLEFi, P.E.
P.EJI58705
TABLET.
Window Design Pressure (+/., psQ for Glass types 6 & 8
30
32
34
36
67-718
+901-131)
+901-130
+901.130
+901-130
72
+901-13D
+U-130
+9W-130
+W-130
78
+9W13D
+9W130
+9W130
+901-13D
80
+90/-130
-901.130
+9W-130
+9W130
84
+901.130
+9W-130
+901.330
+901.13o
88
+BW-130
+901.130
+201-130
+901.130
92
+9W130
+9W- 330
+9W.13D
+9W130
96
+9W-130
+9W13D
a901-130
+90/-130
100
r901.130
+9W.130
+9W13D
+901-t3D
Lag Sid®
104
+9W130
+901.130
+9W-130
+901•13D
)
109.112
+901.130
+9GI.13D
+90f.130
+901.130
112
+901.13D
+90F130
r9W130
+9W130
118
r9W.130
+901-13D
+9W-130
+901-130
120
+9W-130
+9W-130
+9W130
W013D
124
+901.130
+90/•130
+9W130
+90/-130
/28
+901430
+901-1
+901-13D
+9W.130
132
+901.130
+901.130
+9W130
136
+9W-130
+9W-130
140
+90t-130
+9W730
144
+9W-130
38
+90613D
+9W130
r9W130
+9D1-130
+9W-130
+901-130
+9W.130
+9W13D
+901.13D
+9W730
+9W-130
+901.130
+9W-129.2
a901-727.3
40
+9W-13D
+9W-130
+9W-130
+9W-130
+9W-130
+901.130
+901-13D
+901-13D
+9W130
+W-128.8
+9W123.2
+901.122
42
+9W13D
+901.130
+9W-130
+9W-130
a9W130
+9W-130
+9W130
+W-129.3
+9D!-723.2
+91Y-119.7
+90f-t18.4
44
+gW.130
+90/-13D0-20-
+90143D
+9W-130
+9W-130
+9W-13D
+90�•/24.5
+0419.4
+9W116
.6
40
+9W-13D
+9W130
+901•130
+9W130
+90/-130
+90V-128.9
+90!-120b
+90'-115.3
48
+9D1-130
t9W-130
+9W130
+9W.13D
,90'-129.7
+901-123
+901-116.5
50
+9W.130
+901-130
+9W730
+9W130
+901-126.2
89.4141%
1!
52
+9W-130
+901430
+gp413D
+901-130
+88.8i•123
rn
54
+9W.130
+9W-130
+9W.130
,8B.81.121.1
56
+9Wf30
+9W-13D
+89.4f-129
58
a9W-130
+9W130
- 60- _.
60-
+9W130
-r9W-730-
+89.Bf-129.
62
+901-130
-901-130
84
+9131-130
r901-130
68
+9W- 330
67-718
+9W130
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSIONTO DETERMINETHE BUCKOIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
1-1116, NOM. HORIZONTALLY AS SHOWN.
7/16' LAMINATED GLASS
GCASS STACK LAMINATED LONG
GLASS STACK GLASS STACK SIDE
LONG SIDE
,090` SG INTERLAYER 3116` TEMPERED GLASS 3116' HEAT STRENGTHENED GLASS
3HS NEAT - 3/1T HEAT STRENGTHENED GLASS T-
3116' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 711W AIR SPACE .090`SG INTERLAYER SHORT ,�/ I -
6 11 SIDE 7' -� SHORT
Imo'
4 11 �_
USED AT CURVED USED AT CURVED
FRAME MEMBERS ONLY 29 518° 518`
11-718' O.C. MAX. FRAME MEMBERS ONLY 29
G GLASS BITE @ 11-7/8- O.C. MAX. GLASS BITE -7
1 3 1.3 �-•+-- LONG SIDE
EXTERIOR EXTERIOR R
(1-1 20 13 a 22 21 13 SHORT LONG
V1 SIDE SIDE
GLASS TYPE 6 GLASS TYPE 8 j
SHORT
SIDE
NO CHANGE THIS SHEET
r DATE:O7102116
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_ No.58705 _
(�'.. STAYS !• ��
A. LYNN MILLER, P.E.
P.E.A 58705
EDGE
DISTANCE
INSTALLATION
TYPE A
4
WINDOW EXTERIOR
BUCK
HEIGHT
I
WINDOW 1
HEIGHT VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT-
2-3/4'
U
EMBED
INSTALLATION — EDGE
TYPE B DISTANCE
2X WOOD BUCKSTRIP
OR FRAMING. SEE
NOTE 2, THIS SHEET
`� EMBEDMENT
�1/4' MAX
1 SHIM
_TYP. ANCHOR TYPE,
EMSEDMENTANDEDGE
DISTANCE PER SUBSTRATE,
SEE TABLE B. THIS SHEET
USED AT CURVED
FRAME MEMBERS ONLY
Q 11.7/8.O.C. MAX.
INSTALLATION
TYPE C
EMBEDMENT
1/4' MAX
SHIM
EDGE 6
DISTANCE .
INSTALLATION
TYPE B
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
TYP- ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE B. THIS SHEET
t1 1
EXTERIOR
OONCRETE/CMU I4 V 11
PER ANCHOR VISIBLE LIGHT WIDTH. -( 6
REQUIREMENT 1� WINDOW BUCK WIDTH -2-3/4'
WINDOW BUCK WIDTH
TIP -TO -TIP WINDOW WIDTH
1!4' MAX.- SHIM —►�
#12 STEEL
SELF -DRILLING SMS
(G5), SEE TABLE 8,
THISSHEET
INSTALLATION
METHOD D
INSTALLATION ANCHOR
UNDERNEATHTHE
BEADING EXT�(E�R7IOR
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 8,THIS SHEET
�1l4' MAXSHIM
IX WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
. • i : CONCRETE PER
• . ANCHOR
.� REQUIREMENT
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 8, THIS SHEET
VERTICAL SECTION B-B
HORIZONTAL SECTION A -A
EMBEDMENT
.v
EDGE
DISTANCE
1
CONCRETEICMU
PER ANCHOR
REQUIREMENT
Anchor
Subamate
Min. Edge
Distenoe
Mtn. Embedment
Max O.C.
Spacing
912 or#14410 S9 Screw
-
P.T. Southern Ine S = .55)
9116'
318'
12'
Almninum 60g3-T5
B'
0.063'•
12
A36 Steel
3/8•
0.86Y
12,
Steel Stud, Or. 33 min.
318'
0.045' 18 Ge
12•
#12 or #14 Steel Screw (GS)
P.T. Southern Pine SG=0.55)
8118'
1318'
12'
Aluminum, 6063-T6 MLl,
3/8'
0.063 •
12•
A38 Steel
316'
0.063' •
12'
Steel Stud, Or. 33 min.
318'
0.045' (18 Go)
12'
V4.410 SS CreleFlex
Ungrouted CMU, (AS C-N)
2-1/7
1-114'
12'
Generate (min, 3.35 ksQ
1'
1314'
12'
114' Steel Uit(aeon
Concrete (Min.
2.85 k61)1'
13/4'
12•
Concrete (min.
2.85 keQ
2.11T
1-W
12'
Ungrouled CMU,
(ASTM Gee)
241r
1.1/4'
12'
Grouted CMU
STM G90
2-1/2'
1314'
12'
5/18' Steel UIlrecon
Coneroto min. 3.5 kel)
1-U4'
1314'
12'
Oro -led CMU, ASTM C419
2.112'
13/4•
12'
MIN. VY J I IIRCMUJ oC i V IY V 1 nc Inc, nc ��•�•.• • • n• -•
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 TOTALTHICKNESS IS LESS THAN 14W.1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X' ARE 1-1/2'THICKOR 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
'RODUar REVISED
Is c.npIyj.Swilh the Plorlda
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No.5870 �Y
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A LYNN MILLER, P.E.
INSTALLATION INSTALLATION
2X WOOD BUCKSTRIP
TYPE F
EDGE
DISTANCE
OR FRAMING, SEE TYPE G
EMBEDMENT
NOTE 2, THIS SHEET 1X WOODBUCKSTRIP,
..
EMBEDMENT SEE NOTE 2, THIS SHEET
a
INSTALLATION
114' MAX
yl SHIM TYP. ANCHOR TYPE, EMBEDMENT AND
UEMBEDMENT
_
EDGE
TYPE E
EMBE EDGE DISTANCE PER SUBSTRATE,
•. �• DISTANCE
�MENT
B SEE TABLE 9, THIS SHEET
EDGE
'+
C
DISTANCE
4
�114' MAX 2
1
2 SHIM
2
4
TYP.ANCHORTYPE.
.
EMBEDMENT AND EDGE
`.
11 D{9TANCE PER SUBSTRATE, 11
0
SEE TABLE 9, THIS SHEET EXTERIOR
EXTERIOR
USEAT CURVED 4 1
29 FRAME MEMBERS ONLY 45 5
VISIBLE LIGHT WIDTH
'a
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a
a
-@ 17 1W D.C. MAX. CONCRETEICMU I'� WINDOW BIIC WIDTH 2-3/4'
`
PERANCHOR WINDOW BUCK WIDTH
REQUIREMENT
CONCRETEICMU
PERANCHOR
WINDOW
HORIZONTAL SECTION C-C
REQUIREMENT
BUCK
- HEIGHT
114' MAX. SHIM
#12STEEL
SELF -DRILLING SMS
VISIBLE
(G5), SEE TABLE 9, TABLE 9•
LIGHT
HEIGHT =
THIS SHEET
WINDOW
BUCK
HEIGHT -
INSTALLATION
2-W4'
TYPE H
EXTERIOR
MIAMI-DADE APPROVED MULLION
P1 (SEE SEPERATE NOA),ALUMINUM,
B STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 9,THIS SHEET
5
MAX SHIM
�1/4'
' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
T
} 1X WOOD BUCKSTRIP,
.
I SEE NOTE 2, THIS SHEET
CONCRETE PER
EMBEDMENT.' • •!�
ANCHOR INSTALLATION NOTES:
•
-
REQUIREMENT
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIM{TS.
SHEET AS'1X", ARE BUCKS WHOSE TOTALTHICKNESS IS LESS
THAN 1-1/2'. IX WOOD
BUCKS ARE
INSTALLATION
�-- EDGE
2. WOOD BUCKS DEPICTED ON THIS
TYP. ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS `2X'ARE 1-11?THICK OR GREATER.
BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
TYPE F DISTANCE
AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED
SUBSTRATE, SEE TABLE 9, THIS SHEET JURISDICTION.
VERTICAL SECTION D-D SHALL BEOFASIZE TOPROVIDE FULL SUPPORT TOTHE WINDOW FRAME.
3.FORATTACHMENTTOMETAL- THE STRUCTURAL MEMBER
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM.
Anchor
substrate
MIa Edge
Distance
Min. Embedment
Max O.C.
Spacing
#12 or #(4 410 33 Screw
P.. So m ne (SG=0.55
9!1 '
1318'
1
Aluminum 6063•T5 min.
8'
0.083`
T
A36 Steel
3I8'
0.063" •
1T
Sleet stud Gr. 33 min.
3!8'
0.045' 18 Ga
12'
#12 of #14 Steel Screw (G5)
P.T. 3outhem Pine (SO=0.55)
9/18'
1.316'
12'
Aluminum, 8063-T5 min.
3J8'
O.D83• •
12'
A38 Steel
318•
0.083' •
12'
Steel Stud. Gr. 39 min.
3/8'
0.045' 18 Oa
1Y
114` 410 S9 CreteFkx
UnOrouted CMV, (ASTM C•90j
2,vr
1-0l4'
1T
Controls (min. 3,35 ks1)
i'
1.3f4'
1Y
1/4' Steel Ultrecon
COntrete min. 2.85 kaq
T
1�l4'
12'
Contrele (min. 285 ksi)
2-17Y
1�918'
1Y
Un9routed CMU, (ASTM G90)
2-U7
7-1/4•
12'
Grouted CMu, ASTM C-90
2-1l7
tY
5/18' Slee! Uilraeon
Carcrete (min. 3.5 kelj
1-1/4'
Grouted CMU ASTM C-90
2-1/7
1314'
12'
PRODUCPREVISED
u complying with the Florida
Building Code ,r_,
NO CHANGE THIS SHEET
DATE: MUM
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No. SM5
�TVO�F
A LYNN MILLER, P.E.
P.F�68705
TYP. ANCHOR TYPE,
EMBEDMENTANDEDGE EMBEDMENT
DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET
INSTALLATION
TYPE
4
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
4EIGHT=
WINDOW
BUCK
HEIGHT-
2.3/4'
INSTALLATION
TYPE
2X WOOD BUCKSTRIP
OR FRAMING, SEE INSTALLATION INSTALLATION
NOTE 2, THIS SHEET TYPE J TYPE K
EDGE EDGE
DISTANCE DISTANCEifir I� SH'MAX EDGE DISTANCE --►I
O j2X WOOD BUCKSTRIP tv
2X WOOD BUCKSTRIP OR FRAMING, SEE
OR FRAMING, SEE NOTE 2, THIS SHEET
NOTE 2, THIS SHEET
114'MAX TYP. ANCHOR TYPE, EMBEDMENT AND
SHIM EDGE DISTANCE PER SUBSTRATE,
n SEE TABLE 10, THIS SHEET
3 EMBEDMENT
USEDATCURVED
-FRAME MEMBERS ONLY - - - ------ - - -
@ 11-718" O.C. MAX.
11 EXT,IEIRIICR
II 4 v
r WINDOW VISIBLE
WIDTH 2-V4' S
t/4' MAX. SHIM �•�-- WINDOW BUCK WIDTH
INSTALLATION I HORIZONTAL SECTION E-E
TYPE L
#10STEEL
SELF -DRILLING SMS
(G5), SEE TABLE 10,
THIS SHEET
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
- �114" MAX SHIM
EXTERIOR
MIAMI-OADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES.
TABLE 10,THIS SHEET
EDGE DISTANCE
TYP. ANCHOR TYPE, EMBEDMENT
EMBEDMENT AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 10, THIS SHEET
VERTICAL SECTION F-F
rAv= -ia:
Anchor
Substrate
Min. Edge
Distance
Max. O.C.
S dng
2-1/2" x .113' Box Neil
2-1/2" x .131" Common Na l
2-112" x .145" Roofing Nail
P.. Sout ern Pine (SCr-0.55
P.T. Southern Pine SG=0.55
P.T. Southern Pine SG=U-00
P.T. Southern Pine SG=0.55
5/18"
31V
318"
JW
5
S"
5"
5°
#10 x 1"Steel Screw'
O.Og3" Aluminum, 8083T5 min.
5/18"
5°
1/18" A36 Steel
5118"
5"
0.045" 18 Ga Sleet Stud Gr. 33
5118°
5°
'MIN. OF3THREAUSBtTvnu Inc mc,.+�.-+..�.. �.�.�•
INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON THIS SHEET.. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS -lX", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.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.
NO CHANGE THIS SHEET
DATE: 07/02/15
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••. STATE OF
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A. LYNN MILLER, P.E.
P.EJ158705
INSTALLATION TYPE M '
FOR THIS INSTALLATION
METHOD ONLY,
ANCHORS MAYBE NO
• MORE THAN 6- O.C.
4
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
4EIGHT=
WINDOW
BUCK
HEIGHT-
2-W4'
INSTALLATION
TYPE N
IENT
—I EDGE
�-I DISTANCE
EDGE FRAMING• SEE INSTALLATION TYPE M INSTALLATION
E 2, THIS SHEET TYPE N
11 FOR THIS INSTALLATION
EMBEDMENT METHOD ONLY,
EMBEDMENT
1f4°MAX ANCHORS MAYBE NO
MORE THAN 6' O.C.
N
EMBEDMENT SHIM
1X W0BUCKSTRIP• SEE ,
2X WOOD BUCKSTRIP NO NOTE 2, THIS SHEET
O
OR FRAMING, SEE
NOTE 2, THIS SHEET
�1/4'MAX TYP. ANCHOR TYPE, EMBEDMENT AND
'
�
3 SHIM EDGE DISTANCE PER SUBSTRATE,
n SEE TABLE 11. THIS SHEET
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE.
SEE TABLE 11. THIS SHEET
AT CURVED EDGE
iE MEMBERS -ONLY DISTANCE
18.O.C. MAX
CONCRETEICMU
PERANCHOR
REQUIREMENT
114• MAX. SHIM —1
INSTALLATION TYPE O
'FOR THIS INSTALLATION
METHOD ONLY,
ANCHORS MAYBE NO
• MORE THAN 6' O.C.
412 STEEL
SELF -DRILLING SMS
(G5), SEE TABLE 10,
THIS SHEET
TYP. ANCHOR TYPE,
�Gj II EXTERIOR
EMBEDMENT AND EDGE
J —J n
DISTANCE PER SUBSTRATE,
'`/`
SEE TABLE 11, THIS SHEET
APPROVED MULLION
MAX SHIM
(SEE SEE SEDER SEPERA7E NOA), ALUMINUM,
�1/4'
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 11,THI5 SHEET
1X WOOD BUCKSTRIP,
SEE NOTE 2. THIS SHEET
VERTICAL SECTION H-H
�1
_ VISIBLE LIGHT WIDTH= ���/►�� B
WINDOW BUCK WIDTH - 23(4'
WINDOW BUCK WIDTH -
HORIZONTAL SECTION G-G
T
/l EDGE
DISTANCE
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
EXT_jE'R_IOR
V
Anchor
Substrate
Min. Edge
Dhatance
Mln. Embedment
Max. O.C.
Swing;
p/2or1i144109S3craw
-
P.T. Soultlem P rre SG-0.58
9118'
13/8'
6'
Aluminum'6YMmIrL
8'
0.083'•
8'
A36 Steel
318'
0.063' •
8'
steel Stud Gr. 33 min.
318'
0.045' 18 Ga •
6'
1712 or Ni4 Steel Screw (GS)
P.T. Southem no SG=0.55
9116'
131W
B'
Aluminum, 8083-TS mM.
air
0.063.
8'
A36 Steal
318'
0.083• •N114"410
Steel
9S CreteFTex
U outed CMU ASTM C-90)
2-11Y
1.114'
Concrete (min. 3.35 kal)
1'
1314•
Uflrecon
Concrete min. 2.85 ksl
1'
134-1/4'Steel
Concrete min. 2.0 ksl
2.11Y
13/8'
U outed CMU. AS'IM C-90
Ly
1-114•
Grouted CMU ASTM C•90
2-11Y
1J14•
5118' Steel ugracon
Cororete min. 3.5 ksl
1-1/4'
1-314'
12•
Grouted CMU ASTM C90
2-11Y
13t4'
7Y
MIN. OP3 INKWkU =Tunu mcm=•�.+�•+�•••�••-•
INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS -IX-, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 14/Y.1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X• ARE 1-10THICK 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.
NO CHANGE THIS SHEET
ATE:07l0?J15
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A. LYNN MILLER. P.E.
(DETAILS FOR
FLANGE &EQUAL -LEG FRAMES
I
I
go* CORNER
FRAME ASSEMBLY
ALL CORNERS. TOUSE GASKET
ANDIOR SEALANT
I
6 1
I
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30
/
/
ANGLEGICURVED
FRAME ASSEMBLY
I
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10 I
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ALL CORNERS TO j
-
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USE GASKET -I
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AND/OR SEALANT
/ EQUAL -LEG FRAME
FLANGE FRAME
L-LEG FRAME MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS
FRAME (SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANT AT ALL CORNERS
Item
PGTPart#
Description
Material
1
4263C
Flanged Frame
Alum, 606M
2
4285
Equal -leg Frame
Alum. 6OW-76
3
4266
integral Fin Frame
Alum. 6063-TB
4
4266
7/16" Lama. Glass Beading
Alum. 60SXT5
6
4264
LG, Glass Beading
Alum. 6063-75
6a
4270
Installation Fastener Cover
Alum. 60nT6
6b
4224
Installation Fastener Cover
Rigid PVC
10
70589C
Gasket (at 90° comer joints)
Polyethylene
11
TP24718
Vinyl Bulb Weatherstrip
Flax PVC, a% 65+/-1
13
Dow 69% GE 7700 Silicone or Equiv.
20
71652K
Setting Block, Mono. 311S", x 711G' x 4"
Neoprene, Du% 85 +1-1
21
71704AK
Setting Block, I.G. 3116" x 1-3132' x 4"
Neoprene, Du% 85+1.1
22
DURAK716
7116" DumSeal Spacer
29
#8 x 1114' FH SMS
Steadess Steel
30
7BiPQX
#8 x V Quad PH SMS
Stainless Steel
�— 2.7&4°—�-I
A94• t+—
.0T4° -
-
062•
1.875-
1.000'Soo-
!
FRAME
OFLANGE
#4253C,6063-T5
.875°
.050•
7116" LAMI
(---)GLASS BEADING
94265, 6063 TS
ASSEMBLY DETAILS
FOR FIN FRAMES
80°CORNER
FRAME ASSEMBLY
ANGLED/CURVED
FRAME ASSEMBLY
MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANT AT ALL CORNERS
.094" 2.7w I••—
.074" 062•
j_,
1.375'
.4''3[8* — I
T--�1�+-- .050—
OEQUAIL-LEG FRAME
#4285, 6063 T5
.346'
.87.7
j �yU}+y9 .050"
I.G. GLASS
5 BEADING
#4254, 6063-T5
2.7E4`
.074' 062•
1.375"
500• 438"
r
L125"
�— .077"
3 FIN FRAME
#4256, 6063T5
1.o3r
A50+
INSTALLATION
6a FASTENER COVER
#427% 6063-T5
)RODUCr REVISBD
is complying with the FWtda
3uiidiug code IcJ 5 2%
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�/�• No. 50705 •• >�'
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A. LYNN MILLER, P.E.