HomeMy WebLinkAboutNOA'SMIAMMADEAM®'
MW St Lucie
DEPARTMENT OF REGULATORY AND E(
BOARD AND CODE ADMINISTRATION Df
NOTICE OF ACCEPTANCE
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
RESOURCES (RER)
MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www. mism idade.Qov/economv
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product
Control Section (In Miami Dade County} and/or the AHJ (in areas other than Miami Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control
Section that this product or material fails'to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "PW-701/720I820" Aluminum Fixed Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING: Large, and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0629.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0614.11
Expiration Date: February 19, 2019
o, /i7 Approval Date: October 12, 2017
Page 1
PGT Industries,_
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105.01)
2. Drawing No. M[D-720-820.1, titled "Fixed Window. Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseai® 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 fespectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No.16-0629.14)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA INo.13-0502.03)
3. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
orge M. Plasencia, P.E.
PrQduct Control Unit Supervisor
NOA No.17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-511
Edition (2014) and FBC-�h Edition (2017), dated 09/15/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources WR).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.,16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19. I
2. Notice of Acceptance No J 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. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers—Tension1l 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 Ellastomers of 143 lb/ in.
Jorge M. Piasencia, P.E.
P uct Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-51" Edition (2014) and FBC-6" Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Andf ony Lynn Miller, P.E.
3. Proposal No.16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E.
4. Proposal No. 16-01.5 iss i ed by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, P.E. 1
5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under previous NOA No.13-0502.03)
6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA N, o. 03-11OS. 01)
G. OTHERS
1. Notice of Acceptance Nol 16-0629.14, issued to PGT Industries for their Series "PW-
701/720/820" Aluminum Fixed Window— L.M.I." approved on 08/04/16 and expiring
on 02/19/19.
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-3
GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT
FIXED WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE
HIGH VELOCITY HURRICANE ZONE (HVH4 —+•!
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS
REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE
HVH2, THE OUTBOARD LTTE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN M1AMI-DADE COUNTY, USE ONLY
MIAMI-OADE 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 1-172° THICK ARE TO BE CONSIDERED A
SHEET
1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X
ARE 1-112' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY 12' MAX
OFTHE ENGINEER, (EDR) OR ARCHITECT OF RECORD, (AOR). D.C.
6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL }
DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMSEDMENT. I
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OFTHE
FRAME INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL
SEAUNGIFLASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE
OF THESE INSTRUCTIONS. -
6) MAX 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE T
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USE SHIMS CAPABLE I,
OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST
BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY 6' MAX.
THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAL/ 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 33-1137. 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
0) REFERENCES: TEST REPORTS FTL-3835, 3850 & 721T, ELCO
ULTRACON NOA; ELCO CRETEFLEX NOA; ANSUAFSPA NOS FOR
WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL
10) THE T20 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
CODES / STANDARDS USED:
►2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
�ASTM El30009
�ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S100.12
-AISC 360-1 D
48' TIP -TO TIP WIDTH
- 4T BUCKWIDTH 48'BUCKWIDTH
_ 44-1/4° VISIBLE 45-114' VISIBLEE
DTH
UCHTWIDTH
LIGHT WIC � 6'MAX. _D.SHEET7-',I
IEET6 SHEf7
A C
BUCK
VISIBLE
12' MAX
/
.-LIGHT
O.C.
HEIGHT
"� -
/
96' T
TIP -TO -
TIP
HEIGHT _
T 8 �— 12' MAX. O.C. 6' J
MAX
TYP. FLANGED FRAME
ELEVATION (TESTED UNIT)
GUIDE TO SHEETS:
GENERAL NOTES............_.._..... 1
ELEVATIONS..... _.................._..,.. 1
GLAZING DETAILS........._....._.__ 2-6
DESIGN PRESSURES .............. .. 2-5
INSTALLATION, FLANGE.__._.. 6
INSTALLATION, EQUAL -LEG..—, 7
INSTALLATION, INT. FINA____.8
INSTALLATION, INT. FIN B...........9
CORNER ASSEMBLY....... ...------ 10
EXTRUSION PROFILES._ ............. 11
PARTS LIST _... _......... ............ _..11
DESIGN PRESSURE RATING IMPACT RATING
VARIES, RATED FOR LARGE &SMALL
SEE SHEETS 2.5 1 MISSILE IMPACT RESISTANCE
48° BUCK WIDTH
6°MAX I .r_FGSHEEiB ��
2° MAX;
14
C I E, SHEET
IEET7 G, SHEETS
96,
BUCK L
HEIGHT
93-I W
VISIBLE l
LIGHT 1
HEIGHT
S' MAX.
—I— O.C.
E,SHEET 8
G. SHEET 9
83-1l4°
VISIBLE
LIGHT
HEIGHT
96'
BUCK
HEIGHT
. M 2H. SHEET
SHEET 7 6' MAX. O.C.
TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION
ELEVATION (TESTED UNIT) (TESTED UNM
FIGURE 1:
12' O.C.
MAX
/
12° O.C.
MAX
/
/
6'
MAX
T
.iYPe
M
Desce4ftn
Slteel
A
1
7l16' Leml 16' An-.090" PVB - 3"16' HS)
2
2
71IT Laml I HS-.090'PVB-3118'HS
3
3
1.1l16'Laml.IG(3/1VT-7/1fi'AU-'J16'An-.090'PVB-3116'H9
2
4
I4116'LaMf.IG(3116'T-7116'AV-W16'HS-.090°PVB -3/1E HS)
3
5
WW Lard 16'An•.090'SO-3l10'An)
4
6
7116'Laml 16'HS-.090'BG-WIT HS
5
7
1-1/16'LemL IG 16'T-7/16'Alr•3116'An-.090'SG-3118'A0
4
8
1."'S'laml. IG(3/16'T-7l18'Air-3118'HS-.080'SG-3118'HS
S
'SG-= KURARAY SENTRYULA5 IN I CHLAYtK- UT KUrvUtnT AMCfVU/M a�v
'PVB'='KURARAY TROSIFOLP PVB INTERLAYEW BYKURARAY 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 SRE 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 I-- I"- WIDTH WIDTH--i h-- WIDTH -►�
--- --�
Tt I II II I
j l I L I iL J 1L-_ __j
1= —WIDTH "-I I"-- WIDTH WIDTH -+i I+ WIDTH -H
Tr-- -- T --� T(,L-D-
WIDTH— Tr
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Wzle
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11
PRODUCT REVISED
as eomptying with the Florida
SuIlding Codo
NOA-No. 17-0614.11
Ezplratlon_Da;o 02/19/2019
JR - 06/06/17 - UPDATED
.. ANCHORAGE TO FBC 2017.
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Wmdow Design Pmssure (+/•, psf) farGlass Type 1
Long Sim on)
677f8 1
72
76 1
BO
84 1
88 1
92
96
100
104
1-12
30
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+1-80
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+1-74.3
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+168.2
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+l-58.2
44
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56
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+155
02
+1-712
+7675
64
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67-718
+1-67
Wmdow Design Pressure (+/-, psf)for Glass Type 3
Lm9 Side (jn)
67-718
72
76
80
84
88
92
96
100
1D4
109-112
30
*1-80
+/-W
+1.80
+180
+1-80
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32
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34
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36
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+l-80
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+1410
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+1-80
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42
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48
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54
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00
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84
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66
+/-77.2
67.7/8
1 +/-74.9
7116' LAMINATED
GLASS STACK
091
3
3/16' ANNEALED GLASS _
USED AT CURVED
FRAME MEMBERS ONLY
®11-718' O.C. MAX.
EXTERK)R
a
GLASS TYPE 1
PVBINTERLAYER
WHEAT STRENGTHENED GLASS
518•
GLASS SITE
I+- LONG SIDE
SHORT
SIDE
LONG SIDE -�
SHORT
SIDyDE
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLYAS SHOWN.
14/16'NOM. � GLASS STACK 7/16'LAMINATED
I -�-1 Fw GLASS STACK
3/16' HEAT
STRENGTHENED GLASS
3/18" TEMPERED GLASS
3/16"ANNEALEO GLASS
7/16'AIR SPACE 080, PV8 SHORT
11
INTERLAYER SIDE
T
5 I`
USED AT CURVED 81v
FRAME MEMBERS ONLY 29 GLASS BITE
(cD 11-7/6' O.C. MAX LONG
1-3 SIDE
EXTERIOR
7s7e 24 13
GLASS TYPE 3
SHORT
SIDE
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SITES 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.
PRODUCT REVISED
as eompWing with the Florida
Building Coda
NOA-No. 17-0614 I1
expiration Date 02/1912019
NO CHANGES THIS SHEET.
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``�1111111111//7//
LYM^r •,�
?: No.58705
NAL �G�� '
/j1/111111111
A LYNN MILLER P.E.
TABLE 4:
Window Design Pressure (+1-, pA for Glass Types 2 & 4
Lag S o {N)
3D
32
34
36
67-718
+1.80
+1-80
72
,1-80
+r-8o
+1-8
+1-80
78
+r-B0
+1-80
+(0
+/-80
80
+1-80
+l80
+/-80
84
+Tu
+/-80
+80
88
+f-so
+1-60
+1.80
92
+1-80
+/-80
96
+1 Bo
+1-80
+1-80
100
+1ea
+1.80
+/-80
104
+1-80
0
+IAo
108-112
+/-80
f-go
+1-8038
112
+ro
71-80
118
+/-80
-00
+140
120
+ro
+60
+1-80
•*IAO
124
«b
+1-80
128
+1-w
*/�0
132
+ro
+1-80
+1-80
136
+1-80
+A80
140
«1.80
+1-80
144
+1-80
+/-80
1-80
+10
+1-80
+140
H-80
+/-60
+1SO
+/-80
+MM
+1-80
+1.80
0
+.0
+f0
yA0
«I$
+F80
8 0
+680
H-BD
+1-80
+l-00
42
M-00
+1-80
+1-80
,1-80
+Tso
+f-8
+b80
+fAO
+1-80
It-so
aS88so84
+-8
+/60
+1-80
+/-60
+/-80
+1-80
+1-80
+1-80
+1.80
+1.80
46
+i0
+1
+1-80
44-80
+I-80
+l.so
+1480
+1�0
+1$0-8
arof
48
+r-80
+1
+4-80
+1-80
+1.80
+1.80
+r-80
+/b0
+r-
«I0
«1
BBo
+160
+fao
+1-80
+too
�
52
+/-a
/-80
480
+ISO
+6D
+/-79.1
54
+/-80
+1-80
+l-BD
+1-80
+/-78.6
56
41
+1
+/80
+179.1
+I-0
+1
+10
-B58
6o
+/-80
+1
+1-79.3
62
+/.80
/+-
+8
W-7/8
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, ROUNDUP 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.
9-1116' NOM.
GLASS STACK 7M6' LAMINATED
7/15' LAMINATED
GLASS STACK GLASS STACK
.090° PVB INTERLAYER 3/18'TEMPERED GLASS 3116° HEAT STRENGTHENED GLASS
3/16' HEAT STRENGTHENED GLASS
3/16° HEAT
3/16° HEAT STRENWGLASS STRENGTHENED GLASS 7116' AIR SPACE ,09V PVB INTERLAYER
5USED AT CURVED USEDATCURVED FRAME MEMBERS ONLY51w FRAME MEMBERS ONLY 2GLASS BITE
@ 11-718' O.C. MAXGLASS BITE @ 11-71T O.C. MAX
I
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
�— LONG SIDE
SHORT
SIDE
-I SHORT
'1 SIDE
EXTERIOR
�"C�l
EXTERK)R
13 r
I•••-- LONG SIDE ^�
T
v' GLASS TYPE 2
< ] Irt
GLASS TYPE 4
SSIDE HORT
sloe
SHORT
SIDE
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-06U.11
ExptraOon Date 02/1912019
By
NO CHANGES THIS SHEET*
c
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LYNN4f,.1/',
�* �a No. 56705
� • Q q 1S �' �•�u�
O •• sTk
S' .FZORIDI" 0'��
ZONALLEN.�.
A LYNN MILLER, P.E.
pa;%58705
biliindow Design Pressure (+E, psf) forCAass Type 5
Lang Sde m
67-7/6 1
72
76
80
84
88
1 92
98 1
100
104
109-1/2
30
-0-125.4
+901.12D
+90/-115.5
+901-111.5
+901.108.5
+901.105
+901.1045
+901-10i5
+96Y-1025
+90/400.7
+9131.97.9
32
+901.11e.9
+95-110.8
+90565.3
+ -101.8
+90f-9&7
+og/-95.7
+901-923
+901-90.6
+9TST
+/•89.9
+1$9
34
+901.10B.9
+90t- 003
+901-9&e
+90195.1
+g0f.91.6
+I-N2
+/54.4
+1915
H40.1
+/-79.6
+1.79.4
36
+giy1026
+90197.1
+W-926
+I.88.9
+1.85.5
+14i26
+1-79.7
+f T7.2
+1-75.1
r/-73.4
+f-722
38
+901-98.4
+90'-922
+1A8.7
+193-2
+1$0.7
+1-7&1
-1.75.2
+/-725
+1-70.3
+f•68.5
+1L6.3
40
+901-94.6
+/•8.2
+14i28
+1-79.8
+1-77.2
+/-74.3
+1.71.3
+/87.9
+16i1
+/-63-4
+/91.6
42
+901-91.3
+/94-7
+190.7
+1-77.4
+1-74.3
+f-71.3
+1b8.2
0-60
N.81.6
HS9.8
+/.58.2
44
+I 8a3
+/.324
+1.789
+1-75.4
+Id21
+19&9
+1t&6
+I.622
+Ib9.7
+1.57.5
-'
46
+k5.4
+190.8
+1.77.2
1 +/ 73.0
+1-70.1
+ISMB
-1-63.5
+fS0.3
+1-87.7
48
+1•827
1 t1-79.30+1-74.1
*1-71.9
+/-6&3
+I434.9
+1.61.5
+1-582
50
+1.60.9
+1-71.5
+I-703
+156.7
+1-6&1
+/59.7
C
52
+l-791
+/-15.fi
+/58.8
+1-66.1
+/51.554
+1-T74
+1.73.8
+167.3
463.5
66
+1-758
+-72
+1-%3
58
+1-74.2
+1.70.360
+1-727
+158.7
82
+1-7L2
+1-67.1
64
+l-MT
+l415.5
66
+/E83
67-778
+/.67
Window Design Pressure (+1•, psf) for Glass Type 7
Long Side
67-7/8
1 72
76
80
84
88
1 92
98
100
104
108-1/2
30
+901.130
+90/-130
+90f.130
+W-125
+901.122.6
+901-119.8
+90/-118.1
+901-117
+90/-115.8
+901-1127
+ga/-109.9
32
+901-190
+901.125,1
t901•11&9
+901-194,8
+901-111.51+1-711.3
.1
+�/-104.3
+901-1024
+901-102
+901-101A
+90/•99.7
34
+W-123.1
+O1-116.4
+901-111.7
+SW-107.5
+9ph103.8.7
+901.9&3
+90152.1
t91Y905
+I90
+14MG
36
+901-116
+901-109.8
+90/-f04.6
+w-100.5
+90hame.3
+/-So
+/-87.3
+/-84.9
+/-82.3
+/-81.2
38
rW-111.2
+9N-104.2
+901-97.9
+901-94
+901-91.12
+lbf9
+lbi.9
+1-79A
+/-78.4
+/ 74.3
40
+60/-106.9
+90f99.6
+W-93A
+9W-90.1
+/-g7.2
-1-80.5
+1-76.7
+/ 73.5
t! 70.9
W-69
42
+SW-103.2
+6W-5.7
+96/431.2
+/-87A
+l434
8
+1 T7
+/-73.1
+/.88.0
+/•8&8
+/652
.. 44
+W-98.7
-901.83.1
+f-69.1
+/•652
+/-81.46
+/74.1
+/-70.3
HSIb
+/•63.9
46
+90l-9&5
+9W.01.3
+1.87.2
y-632
+/-792
+1-7L7
+15&1
+1.65.1
g 48
+9 -n5
+1-89.6
+/-85.4
+/-81.2
- +/•77.23
+/{,.9.5
+Tma
60
+9of-91.4
+1-W.6
+1�.7
+179.4
+1-75.33
+1A7.5
62
+/99.4
+/95.5
+/91.8
+177.7
+1-735
1 +1+69.5
y 54
+/-87.5
+/.83.4
+179.6
+1-76
+171.8
56
+/-85.6.
+1.81.4
+1-77.5
+1-73.0
58
+1.83.8
+1.79.4
+1.75.4
60
+1-82.1
+1-77.6
+1-73.5
62
+/-W.4
+1-75.6
64
+ 78.8
+/-74
66
+/ 77.2
87.7/8
+1-74.9
7/16' LAMINATED
GLASS STACK
090'SG INTERLAYER
3116' ANNEALED GLASS
3/16' ANNEALED GLASS �
USED AT CURVED
FRAME MEMBERS ONLY
Q 11-7/8- O.C. MAX.
EXTERIOR
a
5/8.
GLASS SITE h-.- LONG SIDE
SHORT
13 SIDE
GLASS TYPE 5
�- LONG SIDE -�
SHORT
SIDE
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLYAS SHOWN.
1-1/16° NOM.
GLASS STACK
LAMINATED
,�/
GLASS STACK
GLASS
A'
3/1fi"TEMPERED GLASS
3/16-ANNEALED GLASS
'
8I76" ANNEALED GLASS
7/1fi AIR SPACE
,090' SG INTERLAYER
- SHORT
510E
r'
11
5
�
---777---
}
USED AT CURVED
SIB°
FRAME MEMBERS ONLY Z9
(� 11-7/8° O.C. MAX.
GLASS SITE
LONG
1-2
SIDE
EXTERIOR
asae
21 13
GLASS TYPE 7
_I SHORT
--I SIDE
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR 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-FRAMEO WINDOWS.
PRODUCT REVISED
ea camp ivinq with the Florida
Binding = e
.-No. 17-0614.11
Exphation Date 0211912019
NO CHANGES THIS SHEET.
z
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oa
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co91
dD-
TABLE 7:
Window Design Pressure (41-, psf) for Glass types 6 8 8
Lang Side (m)
67-7/8 1
72
78 1
60
84
88
92 1
96
100
104
109.112
112 1
116
120
124
128
132
135
140
144
30
32
34
+90/-130,
+9W_730
+9W-13D
I +901-130
+901.130N301-13
+901-1300
+M-130 1
0
+901-130
+90143D
.901430
+9W.130
r9W_130
+901-13EI
M. 30
+90- 30
+901-130
+901-130 1
+901-130
+MA30
+901-130
+901-130
+SW-130
+901.130
+9W-130
+9W730
+901-130
+9W-130
+90/-130
1 +901-130
+g01-130
+9W-130
+901-130 I
+gW-130
+9W130
+9V-130
+9W-130
+9W-130
+901-130
+901-130
+9W-130
+901-130
+9W.130
+901.130
+901.130
+901-130
+9W1W
+901-130
+SW-130
+901-130
+9W-130
+9W-130
+901-130
+SW-130
+W.130
+9W-130
' 36
+9W-130
♦9W-1300
+90AI30
+901-130
+901-130
-W-130
+901-1M
+901-13D
+M.130
+90/-130
+9N-130
+gW-130
+90/-130
+9&-=
+901-130
38
+901-13D
+9W.1300
+9W.130
+901-130
+W-130
+90f-130
+901-130
+981.130
+W-130
+90/-130
+90I-130
+90/.1292
+90/-127.3
40
+9W-130
+9W13D0
r9W-130
+901-130
+9W1
+9W-130
+SW130
+SW.130
+90�-126,8
+9W.123.2
+90/-122
42
7901-130
+9W13030
+901- 30
+901-130
+961-130
+9W-130
+901-129.3
+96.123.2
+99_719.7
+9W-116.4
44
+9W_130
+gW-13030
+901-430
+901-130
+9W-730
+9W-130
+9W-124.5
+g0'-119.4
+9W-t15
5
46
+gW-130
+90/-13030
r9W-130
+9W-130
*9W-130
+9d-126.9
a90(-120.5
rgN-115.5
v_
48
+9W.130
+9W-1303D
+9W-130
+9W-130
+9W-129.7
+SW-123
+91Y416.5
50
+901-130
+9W130
30
+9W430
+9W-130
+W-126-2
89,4/-119.
rm
YF67T7/8
+gW-130
+901.13D
+901-130
+9W-130
+901-130
+8861-123
+901-130
+901.130
+901-130
+9W-130
+68,81427.1
+9W130
+911-130
+901-130
+8341429
+901-130
+901-130
+90030
'
+9W-130
7 0.130
+89.61-129.
+9W-130
+901-130
+MA30
+9W.130
+901.130
+9W-130
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 RT WDT11N.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
1-1116" NOM.
W16" LAMINATED I� GLASS STACK 7 LA LAMINATED
GLASSSTACK I GLASS STACK
AG—LASS
090" SG INTERLAYER 3/16"TEMPERED GLASS 3116" HEAT STRENGTHENED GLASS
3/16"MEAT3/16"HEAT STRENGTHENED GLASS
3/16" HEAT STRENSTRENGTHENED GLASS 7/16"AIR SPACE .090" SG INTERLAYER
16USED AT CURVEDUSED AT CURVED
FRAME MEMBERS ONLY5/B° FRAME MEMBERS ONLY 29 5W
Q 11-7/8° O.C. MAXGLASS SITE @ 11-7/6" O.C. MAX. � GLASS BITE
EXTERIOR
a
GLASS TYPE 6
EXTERIOR
GLASS TYPE 8
TABLE DIMENSIONS MAY BE T
ORIENTED VERTICALLY OR 1
HORIZONTALLY AS SHOWN.
LONG
SIDE
LONG SIDE
SHORT
SIDE
SHORT
SIDE
�— LONG SIDE —�
SHORT
SIDE 9/
j
LONG
SIDE
1
SHORT
SIDE
PRODUCT REVISED
as COMPlymg with the Florida
Building Code
NOA-NO. 17-0614.11
E7mlration Oate 02/19/2019
NO CHANGES THIS SHEET.
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1,10ENSF ••, C�
No. SB705 ��
V
'ONAL tEN.�`�
A LYNN MILLER P.E.
EDGE
DISTANCE
INSTALLATION
TYPE A
2X WOOD SUCKSTRIP
OR FRAMING, SEE
NOTE 2. THIS SHEET
�--� EMBEDMENT T
.
EDGE
DISTANCE.
�1/4°MAX
1 SHIM
TYP. ANCHOR TYPE,
\—EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
'
SEE TABLE 8, THIS SHEET
USED AT CURVED
'
FRAME MEMBERS ONLY
° j •d.
@ 11-7/8" O.C. MAX CONCRETE/CMU
PERANCHOR
l
REQUIREMENT
INSTALLATION
INSTALLATION
TYPE C
TYPE B
— EMBEDMENT
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
1/4- MAX
SHIM
P. ANCHOR TYPE, EMBEDMENT AND
4
EDGE DISTANCE PER SUBSTRATE,
n
SEE TABLE B, THIS SHEET
WINDOW BUCK I Y'OR III r
HEIGHT - - 1/4-MAX.SHIM -�-I4 - -
TIP -TO -TIP
WINDOW
HEIGHT VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HEIGHT-
2-T4"
U
STEEL
SELF -DRILLING SMS
((35), SEE TABLE 8,
THIS SHEET
INSTALLATION
METHOD D
INSTALLATION ANCHOR
UNDERNEATHTHE
BEADING BEXTERIOR
MIAMI-OADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE B,THIS SHEET
114•MAX SHIM
} 1X WOOD BUCKSTRIP,
I SEE NOTE 2, THIS SHEET
• CONCRETE PER
EMBEDMENT - ANCHOR
'•• y REQUIREMENT
INSTALLATION EDGECE TYP. ANCHOR TYPE, EMBEDMENT
DISTANAND EDGE DISTANCE PER
TYPE B SUBSTRATE, SEE TABLE 8, THIS SHEET
VERTICAL SECTION B-B
EMBEDMENT
EDGE
DISTANCE
EXTERIOR
q ,J-I• 11 �
v VISIBLE LIGHT WIDTH = 5
WINDOW BUCK WIDTH -2-W
WINDOW BUCK WIDTH CONCRETE/CMU
TIP•TO•TIP WINDOW WIDTH PER ANCHOR
REQUIREMENT
HORIZONTAL SECTION A -A_
Anchor
Subshate
Min. Edge
Distance
Ulm Embedment
Max O.C.
Spooft
#12 or #14 410 SS Screw
O.Y. Scam-m Pine Xd=O.
916°
1 1-3/8-
12•
Atumklum 60831 min.
8-
0.063
IT
A36 Steel
318'
0.067 •
IT
Steel Stud, Gr. 33 min.
318-
0.045" (18 Ga
12'
012 or #14 Steel Sen:w (G5)
P.T. Southern P ne (SG=0.55)
8/16'
1.318'
1e '
Aluminum, 6063-T5 min
318"
0.063" •
12"
A36 Steel
3/8'
0.00 •
17
Steel Stud, Gr. 33 min.
318'
0,045' (18 Gel •
12'
114. 410 SS CmteF7ex
Ungrouted CMU, 9TM C80)
2-1/?
1-114'
IT
Concrete (mbl. 3.35 ksl)
1'1
1a141
12'
1/4' Steel Uhaeon
Concrete m0f. 2.85 ksp
1"
1.314"
1Y
Lbnerete mkf. N.ksp
2-V?
t-318"
12'
Ummuted CMU, (ASTM CAD)
2-
1- !4•
IT
Grouted CMU, STM C-90)
2-1/?
I 13/4'
12"
Slt6' Steel ult...Concrete(min.
3.5 ksU
1-114'
1.3/4"
12"
Gmmed CMU, (ASTM 690
-MIN. Uri ltlt<CAUJ OCTvIvu� mRiw. a�w�rv+, �.
'UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS'7X', ARE BUCKS WHOSE TOTAL
THICKNESS IS LESS THAN 1-112'. IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS •2X•ARE 1-11T
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 MUWCN NOA
APPLIES TO WHOLE SYSTEM.
Matodal
Min. Fy
Min. Fo
Steil Sinew
92 W
120 kd
410 5mew
90 ksl
110 W
Elw UI1MCon®
165 W
1T7 kd
410 SS Eto DetcHue
127A ksl
1L9.7 ksi
606345Alumi10m
16k-1
e
A36 steel
361cs1
58 ksi
Gr. 33 Sind Slut
33 ksi
45 ksi
PRODUCT REVISED
as complying with the Florida
Boflding Code
NOA,Uo. 17-0614.11
expiration Date 02/1912019
NO CHANGES THIS SHEET.
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EDGE
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INSTALLATION
TYPE E
EXTERIOR
a
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BUCK
HEIGHT - -
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT-
23/4"
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
EMBEDMENT
EDGE
DISTANCE
1/4" MAX —
INSTALLATION INSTALLATION
TYPE G TYPE F EMBEDMENT
1X WOODBUCKSTRIP,
�---+�— EMBEDMENT SEE NOTE 2, THIS SHEET
1/4' MAX
~� SHIM TIP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE, EDGE
S DISTANCE
SEE TABLE 9, THIS SHEET
TYF. ANCHOR TYPE, I _
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE %THIS SHEET
USED AT CURVED
I FRAME MEMBERS ONLY •d,
(0311-7/8"O.C-MAX CONCRETFJCMU
PER ANCHOR
REQUIREMENT
- - - 1/4'-MAX. SHIMIhn
--►{. (-�— _ _ _ _
SELF -DRILLING S11
STEEL
(GS), SEE TABLE 9,
THIS SHEET
INSTALLATION
TYPE H
(a II �' j EXTERIOR
77-77J/j/�J f��
MIAMI-DARE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
- TABLE 9,THIS SHEET
MAX SHIM
WOOD BUCKSTRIP,
E NOTE 2, THIS SHEET
TDISTANCEAND
CONCRETE PER
EMBEDMENTANCHOR
REQUIREMENT
INSTALLATION
TANCYPE, EMBEDMENT
TYPE F r�
EDGE DISTANCE PER
EDGEANCHDI
SUBSTRATE, SEE TABLE 9, THIS SHEET
VERTICAL SECTION D-D
EXTERIOR
4 � 11
I VISIBLE LIGHT WIDTH = 5
f WINDOW BUCK WIDTH -23w `
WINDOW SUCK WIDTH
CONCRETE/CMU
HORIZONTAL SECTION C-C PER
INSTALLATION NOTES,'
Anchor
SrrbsUaie
MbrL DISI c�
Mtn. EmllednreM
D.C.max sppaclg
fH2 orK'14 4f0 S6 Screw
P.T. SoutBam Pine (SG=0.55)
9/16'
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12•
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S"
0.0
2
A36 Steel
3/8"
0.057 •
1Y
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3W
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12'
912 or i114 Steet Scmw (GS)
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silo,
13/6'
121
Atummum, 5D53-T5 min.
314,
0.0er •
12'
A36 Steel
3I8'
0.0637•
12'
Steel Stud, Sr. 33 W
O.t14S 18 Gz
12•
1/4. 410 SS CmteFlell
Unp,auted CMU, (ASTM C-90)
11/4'
1Y
Concrete (mh 3.35 ke0
13/4'
12'
1!4' Steel IBtmwn
Concrete (min. 2.85 kel)
1310
12•
Concrete (min. 2.85 ksi)
E241Z
1318"
12'
Ungrouted CMU, (ASTM C-w
I-lw
1YGrouted
CMU, STM
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12,
5/1w Bt-01 UBmcon
min 3.5 keq
13/4•
12"
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13/4'
12'
- MIN. Ur J I HKCFU3 VCTUNu 1 nC nu I AL W w i rv� i c.
'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS.
2. WOOD SUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL
THICKNESS IS LESS THAN i-12". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"2X'ARE 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 AS17E TO
PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA
APPLIES TO WHOLE SYSTEM.
M d.w
kiln Fr
Mtn. F.
steel some
82w
120 ke1
410Senm
90ki
J110kd
Elw lAeaCo„®
410 SS Elm Cm3-MUG
155 W
127.4 ksi
177 ksi
l8F7 ksl
6063-751kaNnum
16keI
22 RdA35
Steal
30 ksi
68 kei
tr. 33 Steel Stud
33 kal
46 tud
PRODUCT REVISED
as camp )ying with the Florida
Building Code
NOA--No. 17-0614.11
Expiration Date 02/19/2019
NO CHANGES THIS SHEET.
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TYP. ANCHOR TYPE,
2X WOOD BUCKSTRIP
EMSEDMENT AND EDGE --�i
EMBEDMENT OR FRAMING, SEE
DISTANCE PER SUBSTRATE, I
NOTE 2, THISSHEET
SEE TABLE 10, THIS SHEET
EDGE
INSTALLATION
DISTANCE
TYPE
4
114' MAX
3 SHIM
11
USED AT CURVED
EXTERIOR
29 FRAME MEMBERS ONLY
11-7/8' O.C. MAX
WWINDGHTOW
BUCK 1 NEI
VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HEIGHT-
2314'
INSTALLATION
TYPE J
1/4'MAX. SHIM
INSTALLATION
TYPE L
#10 STEEL
SELF -DRILLING SMS
THIS SHEET
(C>5), SEE TABLE ET
(�
INSTALLATION
TYPE
EDGE
i .—
I
SHIM
SHIM
2X WOOD BUCKSTRIP
OR FRAMING, SEENOTE
2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET
EMBELl..
PRODUCT REVISED
INSTALLATION eslui ding Codewith the Florae
TYPE K HOA-No.GGoodd 17-06114.11
Explration Date 2119Y2019
EDGE DISTANCE -►I BY
2X WOOD BUCKSTRIP o Mieme•-0ad uet ConF0 l
OR FRAMING, SEE
NOTE 2, THIS SHEET
v U
VISIBLE LIGHT WIDTH =
WINDOW BUCK WIDTH -23/4'
WINDOW BUCK WIDTH
HORIZONTAL SECTION E-E
EDGE DISTANCE
2X WOOD SUCKSTRIP EXTERIOR
OR FRAMING, SEE Jam— 1 R
NOTE 2,THIS SHEET V
�1/4'MAX SHIM MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 10;rHIS SHEET
EDGE DISTANCE
TYP. 0 TYPE, EMBEDMENT
EMBEDMENT AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 10, THIS SHEET
VERTICAL SECTION F-F
Anchor
S1b3
MIn. Edge
Distance
Max. O.C.
S c-
2-MI x .113" Box Nall
P.T. Soothed P51e G=0.55
5116,
51
2-1/2' x .131' Common Nat
P.T. 5outhelT P§le G=Q55
3/8'
5,
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318'
5"
#10 It 1' Steel SOTew(G5r
P.T. Scuthem Pine 0=0.
1/2"
ti
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511E
5"
111E A365teel
511E
S'
0.045' 18 Ga Steil Stud O. 33
5/16,
S
' MIN. OF 3 THREADS BEYOND THE METAL.SUbb I KAI C-
INSTALLATION NOTES:
1. USE ONLYANCHORS 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'. 1X WOOD BUCKS ARE OPTIONAL
IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD
BUCKS DEPICTED AS'2X'ARE 1-1/2" THICK OR GREATER. INSTALLATION
TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS
OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
3. FOR ATTACHMENT TO 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.
MeteAel
Min Fy
Mh. F.
Steel Salew
92kd
120 ks1
6063TS Alumimun
1—SW
22 ke1
A35 Steel
35ksi 1
58 kST
C#, 33 SId StW
33
14 ka1
7 EMBEDMENT _
c NO CHANGES THIS SHEET.
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A LYNN MILLER, P.E.
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INSTALLATION
TYPE M
4
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HEIGHT-
2-31V
INSTALLATION
TYPE N
EDGE
__
� 4 DISTANCE
2X WOOD BUCKSTRIP
EDGE OR FRAMING, SEE
DISTANCE NOTE 2, THIS SHEET
INSTALLATION TYPE M
EMBEDMENT
EMBEDMENT
114' MAX
SHIM
2X WOOD BUCKSTRIP
O
OR FRAMING, SEE
__LlW MAX
NOTE 2, THIS SHEET
aSHIM
-TYR ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 11, THIS SHEET
USED AT CURVED EDGE
DISTANCE
FRAME MEMBERS ONLY
@ 11-718- O.C. MAX.
CONCRETFICMU
PER ANCHOR
REQUIREMENT
114• MAX. SHIM _
INSTALLATION
TYPE O
STEEL
SELF -DRILLING SIM
(G5), SEE TABLE 11,
THIS SHEET
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
PRODUCT REVISED
as compyIng with the Florida
Bu1ldTng Code
EM1I6EDMENT NOA-No. 17-0614.11
Expiration Date02119/2019
J O EDGE
DISTANCE
4 11 CONCRETE/CMU
I PERANCHOR
I VISIBLE LIGHTWIDTH= B REQUIREMENT
WINDOW BUCK WIDTH -2314"
— —WINDOW BUCK WIDTH _ _ _ _ .EXTERIOR__
15
HORIZONTAL SECTION G-G
TYP.ANCHORTYPE, ��q ,� EXTERIOR
EMBEDMENT AND EDGE J�Jl n
DISTANCE PER SUBSTRATE, 1`
SEE TABLE 11, THIS SHEET
r1W MAX SHIM MIAMI-DADE APPROVED MJLUON
—11 (SEE SEPERATE NOA)• ALUMINUM,
STEEL FRAMING OR STEEL STUD,
SEE SUBSTRATE PROPERTIES,
Anchor
Substrate
Dist�ce
Min. Embedment
Sid •C_
#12 or#14 410 SS Screw
P.T. Sdwi," Plne G--
13J8'
3.7"
Aluminum 6063-TS min.
0.083' •
3.7"
A36Stuei
OA63-'
3,T
Steel St Gr. 33 min.li.m.
R318*
18 Ge •
3.7'
#12 or#14 SteelScrew (CS)
P.T. Southem Pine G=U,65
1.3/8'
3.7"
Alueunum, 6063-TE min.
0.06T •
3.7"
A36 Steel
0.06T
3.7'
Steel SbA Gr. 33 min.
aW
0.045 18 Ga •
3.7"
1/4' 410 SS t]eteFlex
touted CM IM =
2-1/2'
1414'
e. 7"
Concrete (min. 3.35 ksl)
1"
1.3W
6.7'
114, Steel Ultraeon
Ccncmte m[rL 2.85 ksp
1°
14W
fi.T
- Concrete (min. 2.85 ks
2-11Y
13/8•
6,T
Ungnouted CMU ASTM CAD
2-1/2°
1-114"
6,T
Ii Grouted CMU ASTM G90
2-12'
1314"
6.7'
5116° Steel Uttacon
Concrete min. J.5 kel)
1-1141
1574"
ex
Grouted CMU ASTM CA0
2-12'
1 1314°
1 6.71
TABLE 1 .... SHEET • MIN, OF 3 THREADS BEYOND THE METAL SUBSTRATE.
1X WOOD BUCKSTRIP, 'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
Q SEE NOTE 2, THIS SHEET
r ' . INSTALLATION NOTES:
• . 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS.
2. WOOD SUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'-1X WOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS °2X" ARE
1.12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
F APPROVED BY AUTHORITY HAVING JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE
WINGWFRAME
VERTICAL SECTION H H
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM.
Mate4ol
Min. Fr
Min. F.
9ted a—
92 ksi
120 ksi
410 Screw
90 ksl
110 kel
8.0 ultrare'a
165 ksl
177 ksi
410 SS Elco 4et0Ie%6
127.4 ksi
169,7 ksi
606346A1uNrurn
19 ksi
ff ksr
A36 Steel
3a ke1
aekel
Gr. 33 Steel Shd
33 ksi
45 its]
dR- OWWOSI17 - UPDATED
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PGTPart #
Description
Material
1
4253C IFfanged
Frame
Alum. 6063-T5
2
4285
Equal -leg Frame
Alum. 6063 T8
3
4256
Integral Fin Frame
Alum. 6063-75
4
4255
7/16" Lami. Glass Beading
Alum. 6063-T6
5
4254
I.G. Glass Beading
Alum. 6063 T5
ea
4270
Installation Fastener Cover
Alum, 6063-TS
6b
4224
Installation Fastener Cover
Rigid PVC
10
70589C
IGasket (at 9W comer joints)
Polyethylene
11
TP247/8
Vinyl Bulb Weatherstrip
Flex PVC, Duro. 65 +/-1
13
Dow 791, 899 or GE 7700 Backbedding
Silicone
20
71652K
Setting Block, Mono. 3/16" x 71161 x 4'
Neoprene, Duro. 85 +/-1
21
71704AK
Setting Block, I.G. 3/16' x 13/32" x 4'
Neoprene, Duro. 85 +/-1
29
#6 x 1-1/4" FH SMS
Stainless Steel
30
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#8 x 1- Quad PH SMS
Stainless Steel
STRUCTURAL
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WITH DESICCANT
EXT. GLASS
75 KODISPACE
0 4SG TPS
CONE
STRUCTURAL
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1.875"t
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7/19' LAMI.
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BUTYL RE0
' NOM. 5/16,
BUTYL &
DESICCANT
FOAM
ExT. GLAss, /
<V,,-—INT.GLASS
SUPER
SPACERO NXT-
Part#
Description
Material
75
Kommedlag 4SG TPS Spacer System
See this
Sheet for
76
Quanex Super Spacer nXl- with Hot Melt Butyl
77
Quanex Duraseal Spacer
Materials
78
Cardinal )(1- Edge Spacer
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POLYISO-
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SEAL
ROLL -FORMED_
STAINLESS STEEL
2.764"
.074" 062'
1.375" k
.606" .050--
y 07r
O3 FIN FRAME
94256, 6063-T5
INSTALI11T1 )N
-- 68 FASTENER COVER
#42701-6063-T5 -
DESICCANT FILL AREA
�5/16" NOM.
LICONE SEAL
EXi. GLASS
'2�T
XL EDGE'"'
78 SPACER
GLASS
PRODUCT REVISED
as comp)ping with the Florida
Building Code
Non -No. 17-0614.1.1
Expiration Date 02/1912019
NO CHANGES THIS SHEET.
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A. LYNN MILLER, P.E.
P.Eo 59706
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M IAM I-DADE WIL MI -DADS COUNTY
tl?410211PRODUCT 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) www.miamidade.gov/econoiny
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable riles and regulations governing the use of construction
materials. The documentation submitted hays 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 (AM.
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 thel AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for i quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described Herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90* & 135° corners — L.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Ahem. SGD - LM Impact", sheets
1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur, after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA munber preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the .user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0420.12
il�r Expiration Date: February 17, 2020
Approval Date: September 28, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of 22, dated ' 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, 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 Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
-(Submitted under NOA N6.16-0629.06)
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) Forcedi Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA 1yo. 14-0123. 10)
3. Test reports on: 1) Air Infiltration Test, per TAS 202-94
2) Uniform Static Aix Pressure Test, Loading per TAS 202-94
3) Water Resistance Test, per TAS 202-94.
4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test, per TAS 201-94
6) Cyclic Wind Pressure Loading, per TAS 203-94
along with marked -up drawings and installation diagram of aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated
08/10/09, all signed and sealed by Julio Gonzales, P.E.
Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised
and reissued on 12/29/00, signed and sealed by Julio Gonzales
(Submitted under NOA. No. 09-0826.10)
Jorge M. Piasencia, P.E.
Py6duet ControI Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED) 1
5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer),
per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5tb
Edition (2014) and FBC-41 Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, 11 signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.116-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 0l/19/17,
expiring on 07/08119. 1
2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their
"SentryGIas® (Clear anA White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with. FBC-5,h Edition (2014) and FBC-611 Edition
(2017), dated 08/10/1.7, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Test proposal No.16-0152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No.16-0629.06, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/90° &135' corners - L.M.T. approved
on 08/04/16 and expiring; on 02/17/20.
�f
Jorge M. Plasencia, P.E.
P,,roduct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-2
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 90°/135° CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 8 5.
2 DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 33413% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOAS, ANSUAF&PA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE,HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554
oi3H6"
'ANW
Description (Listed from Exterior to Interior)
is with.090' PVB Intedayer
"HS" = HEAT STRENGTHENED
°T' -TEMPERED
"PVB" e.090''fROSIFOLID PVB BY KURARAY AMERICA. INC.
•SG'=.090° SENTRYGLAS®BY KURARAY AMERICA, INC
DESIGNPRESSURERATNG IMPACT RATING
SEE TABLES 1, 2 8 3 ON RATED FOR LARGE 8 SMALL
SHEETS 6,788 MISSILE IMPACT RESISTANCE
CODES STANDARDS USED:
�2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
�2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
ASTTM E130M9
OANSVAFBPA NDS 2015 FOR WOOD CONSTRUCTION
SALUMINUM DESIGN MANUAL, ADW2015
eAISI S10D-12 '
0AISC 360-10
GENERAL NOTES.............1
EXAMPLE CONFIGS..........
2-3
GLAZING DETAILS ............
4,5
ANCHORAGE .....................6-14
DESIGN PRESSURES.......
6-8
INSTALL DETAILS..............12-14
ELEVATIONS .....................15.16
PANEL / SILL TYPES .........
17
CROSS SECTIONS ............
18,19
PARTS LIST .......................
20
EXTRUSIONS . ..................
21.22
(641)481F1600
3 & A I CERT. OFAU7rt 629M
Anchor
GroOp
Anchor Type
Frame
Member
Substrate
MIn. Edge
Distance
Min. D.C.
Distance
Min.
Em6edment or
cknes
Metal Thickness
A
#12 I SMS,
(Fy=80 ksi, F„= 95 ka)
012410SSEMS,
(Fy= 90 Rat, Fe 110 ks)
Ali
Sa them Pine (SO - 0.55)
911W
7l8'
1-W
6063-75 Aluminum
3/8°
9/16'
0.090-
A36 Steel
3/ir
9116"
0,050"
or. 33 Steel Stud
SIB"
9/18"
0.045• (18 Go)
1/4" Elco Aggre-Getotm
Fy=57 kal, Fa=96 ksl
All
Concrete Mir, Z22kel
1-1YY
3"
"S°
Jamb / P-hook
Filled Block ASTM 090
F'
1 3'
2
,lamb / P-hook
Hollow Black STM C90
2°
1 3"
1-114'
All
Southern Pine SG-0.55
1"
1 1-
1_IB"
B
1H2 Steel EMS (Gr. 6)
(min. teal E S (Gr. )
metal substrate)
=
AB
Southern Pine (SG =0,55)
9118'
7/B'
1318'
6�-7' ��n
a°
9H8'
0.09W
A38 Steel
318"
91'I6'
0.05W
Gr. 33 Steel Stud
318°
9116'
0.045. 18 Ga
C
1W Elea UltmConS
Fy=155 kel, Fein ksl
A8
Concrete (min. 2.66 kel)
1•
4'
"W
Jamb I P-hook
Hollow Block (ASTM C90)
1'
8"
1-1/4'
1/4' Elea UltraConO
Fy=155 ksl, Fa= 177 ksl
All
Concur mm. 2. al)
2-1/7
4
Jamb / P-hook
Jamb) P-hook
Filed Blxk STM C80
Hallow Blook ASTM CBO
2-f/T'
2.1/2"
4'
6"
1�4°
D
V4" 410 SS FJeo Crelemez®
Fy=127.4 kal, Fa= 189.1 kal
Head / S01
Conoreta min. 3.35 ke
1'
4'
1-314'
Jamb 1 P-hock
Concrete min. 3.35 ksl)
f•
0°
1314
Jemb / P-hook
Hallow Block ASTM C90
2-10
6"
1-1/4'
All
Southern Pine G - D.
1"
1'
1 719'
1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR BRUUPS ALIOVE,
CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL.
2)ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3) FOR STEEL STUDS, MIN, FU = 45 KSI, MIN FY - 33 KSL
-- 4) FILLED VALUES MAY ALSO BE USED .IN HOLLOW BLOCK APPLICATIONS.
6) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET.
PRODUCT REVISED
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK.
as comp) ing with the Florida
PROPERLY SECURED, 1 X WOOD BUCKS ARE OPTIONAL IF UNIT IS
Bonding cyoao
NOA-Ho. 17-0420.12
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2X ARE 1-11T THICK OR GREATER, 1X AND 2X BUCKS
E.xplraUon Date 02117/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
By
LOADS TO THE STRUCTURE, BUCK DESIGN AND INSTALLATION IS
Miamilvda, Product Contra
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
BY THE AUTHORITY HAVING JURISDICTION.
I SERIES 770 ALUM. SGD - LM IMPACT I
saD-77o 1 NTS 1 1 a 22 1 PG70130
�111li 111//
♦�♦�``Qp1Y LYN)y��,,,
No. 58705
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9NAL tEN.`♦♦
A. LYNN MILLER, P.E.
P.0 58705
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH Aw
PER TABLES 1-3
1
6
�
Jw c I�D�
MAX. UNIT 1s
HEIGHT
4 i z a
1
PER TABLES 1-3
/
POCXE7 �
1-PANEL
1 s
CONFIGURATIONS
+--'MAX. UNIT WIDTH —
NOM. PANEL WIDTH
1 3
PER TABLES 13
MAX. UNIT E
HEIGHT
PER TABLES 13
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
HEIGHT
TABLES PER 1-3 II III
2-PANEL
CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1-3
- 73 _
Jc I ? c
1 t o& o MAX. UNIT 3 1
1 I � °ad y HEIGHT 73 1
B PER
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
p)00(Xp, pXXXX OR XXXXp. O)= IN POCKET CONFIGURATION
CAN BE OXXXP.
2) 90" & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION
i
OF ANY 2 STRAIGHT CONFIGURATIONS.
� Jc
14 i o a
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
a
"X" = OPERABLE PANEL,
"O° = INOPERABLE PANEL,
$
POCKET i &
'if = POCKET DETAIL LETTER
�r .
'= WOOD OR METAL INSTALLATION
=CONCRETE INSTALLATION
SHEET NUMBER
UTAX UNIT WIDTH
Ac c
WIDTH -1
DLO WIDTH = NOM. PANEL HEIGHT
DLO HEIGHT =DOOR UNIT HEIGHT-10.125°
UNIT HEIGHT-1.866"
t
12 1
PANEL HEIGHT = DOOR
i
19
I
Iv&N — — - -
19
14
M�uffi
rz
/ IS,,j TA13LESI-3 Igo
POCKET i I / / POCKET I
I
3,PANEL CONFIGURATIONS
1 13 'I
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER TABLES 1-3
5-PANEL CONFIGURATIONS
CHANGES THIS
N VUHCE, FL 34278
M411480.1000
CERT. OFAIRH £28288
—sir----'
4-PANEL CONFIGURATIONS PRODUCT REVISED
1 3 1 13 12 13 os compiyln9 with the Florida
Bulldtng Cade
NOA-No. '17-0420.12
MAX. UNIT WIDTH Expiration Date 02/1712020
NOM. PANEL WIDTH " ey
2 g dllaml-Da ro uc Control
PERTABLES 1-3 c
MAX. UNIT 1 W1
HEIGHT o °u SEE
PER 9 2,THIS
TABLES 1-3 m SHEET.
19 K
CORNER, TYP. ,
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
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7
No.58705
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A. LYNN MILLER, P.E
P.E.#68705
w
KAMPLE CONFIGURATIONS
ERIES 770ALUM. SGD-LM IMPACT
,md.[
SO0.770
sore
NTS
sane
I 2 d 22
oes,ow
PGTO130
p°"
C
EXAMPLE CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 13
to
N13MAX. UNITHEIGHT, 9
9W OR 120"
MAX. TESTED UNIT WIDTH =
occ vuc• a tea• IJCIGLIT
6-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13
G
t 3
MAX. UNIT a
HEIGHT t 1
PER TABIjLES 1-3
.1
--3
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL'Jw", "Jc", "Kw" OR "Ke INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
p)Q=p, pXXXX OR )OMP. OXXX IN POCKET CONFIGURATION
CAN BE O)Mp.
2) 90' & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
"X" = OPERABLE PANEL,
"O" = INOPERABLE PANEL,
"p" = POCKET
f—DETAIL• LETTER
Q�"vd = WOOD OR METAL INSTALLATION
/ 'c" = CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT- =DOOR.UNIT HEIGHT_10.12_5"
PANEL HEIGHT = DOOR UNIT HEIGHTT-1.866" -
NOM. PANEL WIDTH
PER TABLES 1-3
7-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
v
1 t 3 3
1� t 3
PRODUCT REVISED
as comp)yn"ng with the Florida
Bulldlno Code
NDA-No. 17.0420.12
Expiratlon Date 02/17/2020
By
Mlam Da roduct Contra
Jw Jc 1
1 t
1 t 9
19
1 ; .
c
MAX UNIT 1C
19
19
19
19 19 19 19
1 Iq & o
HEIGHT 3
PER TABLES
t
19 19
19
g
1�11111rIlfl
I�S`
ISa
POCKET a
i
8-PANEL CONFIGURATIONS
w c
= *: No.58705 -
is tz
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fOTO7ECHNOlAGYDRNE
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EXA MPLE CONFIGURATIONS
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�S7ONAL
77jrI r r 11 I I t111
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JR QbA5M7 C NO CHANGES THIS SHEET.
cERr. oFAGna.sz�ea
wvlmry rWW
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A. LYNN MILLER P.E.
em,er amo- mw
!PUTErx¢Lva
SGD•770 NTS 3 d 22 PGTO130
C
P.E958705
GLAZING DETAILS (G3,
G3A, G4, G4A, G5 & G5A)
7116" NOM.
7/16" NOM.
1" NOM.
3/16° HS GLASS
3116° HS GLASS
3/16" HS GLASS
—
.090" PVB
.090" PVB
.090" SG
3116" HS GLASS-
HS GLASS
74
74 3116 HS GLASS
74 3/8°AIR SPACE
74
3/16" T GLASS
a2
82
—
83
ExrERioR
3/4" NOM. EXTERIOR
3I NOM.
3/4° NOM.
aGLASS
GLASS 124-127
ter'
BITE
BIfE
EXTERIOR
an
80
�
-
7116" LAMINATED GLASS, TYPE G3
9/16" NOM.
1/4" HS GLASS
.090"PVB-
1/4" HS GLASS —
EXTERIOR
a
314" NOM.
GLASS
SITE
7116" LAMINATED GLASS, TYPE G4
9/16" NOM.
1/4" HS GLASS
.090" SG
1/4" HS GLASSY 74
EXTERIOR
a
3/4° NOM.
GLASS
BITE
1" LAMINATED I.G. GLASS, TYPE G5
1 ° NOM.
3/16" HS GLASS
.090" PVB
3/16" HS GLASS
5I16" AIR SPACE
74
114" T GLASS
PRODUCT REVISED
83
asB.co
%[,n with the Florida
ng
NOA-to. dd 17-0420.12
124-127
3/4" NOM.
GLASS
Expiration Date 02/17/2020
BITE
BY
EXTERIOR
Miam,-Da roduct Controi
a
9/16" LAMINATED GLASS, TYPE G3A
9/16" LAMINATED GLASS, TYPE G4A
1" LAMINATED I.G. GLASS, TYPE G5A
11
Y LYNA.1
a . �%CENSF • . �` i
c
GLAZING NOTES:
.F�
* r' N0. 58706 —_
"ANN"=ANNEALED
°HS- = HEAT STRENGTHENED
°T"=TEMPERED
SEE SHEET 15 FOR SPACER DETAILS.
'
:��'•, STA
"PVB° = .090" TROSIFO& PVS BY KURARAY AMERICA, INC.
f070 TECHNOLOGYDRNE
N. VENrcE, �i. �•frra
�"°"
GLAZING DETAILS
0 46
�. t� '••;°coRlol`••'' ? I
'��'r
--" 090• SENTRYGLAS�BY KURARAY AMERICA, INC.
OFAM
AL'
TSB
JR NO CHANGES THIS SHEET.
G�
RX.
SERIES 770 ALUM. SGD - LM IMPACT
a".r am.cyw Ro:
I'll 1,�NG`\
I,IIi A
04A)5H7 C
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JR 10110114
camamRomn
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5GD-77o NTS 4 1 22 PGTO130 C
A. LYNN P.E.
P.E.#58705
GLAZING DETAILS
(G6, G6A G7, G7A, G8 & G8A)
1" NOM. 7/16" NOM.
3116" HS GLASS
3116" ANN GLASS-
.090" SG
090" SO-
3/16" HS GLASS
3/8' AIR SPACE
74 3116" ANN GLASS-
3/16" T GLASS
—
v
83
�
"NOM EXTERIOR
124-127
GLASS a
BITE
ExrEwoR
.a
eo
r
1" NOM.
3/16" ANN GI
.090"
3116" ANN GI
318" AIR SPf
3116" T GLASS
GLASS
BITE UFA min
S EXTERIOR�_ r4i -Ii �s
1" LAMINATED I.G. GLASS, TYPE G6
7116" LAMINATED GLASS, TYPE G7
1" LAMINATED I.G. GLASS, TYPE G8
V NOM.
9116" NOM.
1" NOM.
3/16" HS GLASS
3/16" ANN GLASS
.090" SG
1/4AN GLASS
"
.090" SG
3/16" HS GLASS
.090" SG
3116" ANN GLASS
5/16" AIR SPACE
74
1/4" ANN GLASS
74
6/16" AIR SPACE
74
1/4" T_ GLASS
1/4" T GLASS
PRODUCT REVISED
82
as Complying with the Florida
'
83
Bulhling Code
BOA -No. 17-0420.12
3/4" NOM.
3/4" NOM.
GLASS
124-127
3GLASS NOM
Expiration Date 02117/2020
124127
GLASS
BITE
BITE
BITE
BY
EXTEROR
Miami- Oa Product Control
'
78
55
a,
�
EXTERIOR
a 79
65
1" LAMINATED I.G. GLASS, TYPE G6A
9/16" LAMINATED GLASS, TYPE G7A
1" LAMINATED I.G. GLASS, TYPE G8A
rrrrr7j
``t�lllll
`.� . • LICENSE •R!�l�
* : No. 58705
GLAZING NOTES:
-
"ANN" = ANNEALED
"HS" = HEAT STRENGTHENED
SEE SHEET 15 FOR SPACER DETAILS,
'• g/
O� . s OF �. �/��
"T" =TEMPERED
"PV8"=.090"7ROSIFO�PVBBYI(URARAYAMERiCA,INC.
to7orecrwanaraRrve
N.VEN/C OGIIFL 27S
GLAZING DETAILS
-
S •. CORIOP.••'
��'�;/ 01VAL ENG�
"SG" _ .090" SENTRYGLAEPBY KURARAY AMERICA, INC.
/841/480 tip
CERr.OFAUM M298 �
SERIES 770 ALUM. SGD - LM IMPACT
JR O4NS/17 C NOO MOES THIS SHEET.
�p,.RKy,ro
s,ewuma — sire _"7 —
A. LYNN MILLER P.E.
oar a a c
•JR 101fWM
varwG ®
pLLi°O � D
scn no NTS 5 m 22 PGTOi30 C
P.E s sa7os
Design Pressure (DP) and Anchor Quantities Required,
(for all approved configurations on Sheets 2 & 3)
For comer astragal anchorage on 90" or 135° comer units, see sheet 11
Maximum DP for all sizes:
'+60 / -60 psf
(May be limited by Table 1A)
Table applies to Glass Types 3,
3A, 5, 5A, 7, 7A, 8 & BA and
the Stile/Astragal Types shown
below.
Door Unit Height
e0"
84°
90"
96"
69418" DLO
73.7/8" DLO
78-7/6" DLO
85 718' DLO
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A
B
C
D
A
B
C
D
A
B
C
D
A
0
C
D
_
Head/Sill
C4+1
C4+1
C4+1
+1
+
G1+1
CA+1
C4+1
C4+1
+1
C4+1
C4+1
1
C4+1
C4+1
C4+1
24°
OL
Jamb
8
8
8
8
8
B
8
8
B
8
B
8
8
8
8
8
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
�7+8
7+8
7+8
7+8
7+8
7+8
7+6
Heed/SAI
C+4+1
C4+1
C4+1
C4+1
C4+1
a4+1
C4+1
04+1
C4+1
C4+1
04+1
C4+1
04+1
C4+1
C4+1
C4+1
30'
23°
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
v
DLO
p hook
6+7
8+7
6+7EC4
7+g
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
HesdISBl
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
CA+1
C4+1
04+1
04+1
C4+1
04+1
C4+1
36"
Jamb
8
8
8
8
a
6
8
8
8
8
8
8
8
8
8
a
O�LO
P-hook
6+7
6+7
8+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
a
He�#SBI
C4+1
C4+1
G1+1
CA+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
E
4T
35'
Jamb
8
B
8
8
8
8
8
8
8
8
e
8
8
8
8
�
DLO41"
P-
8+78+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
HeadrSal
C4+2
C4+2
C4+2
Cd+2
C4+2
C4+2
04+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
48°
8
B
B
8
8
8
8
8
8
8
B
8
70
B
8
8
DLOJmb
P-hook
6+7
8+7
8+7
8+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
TABLE 1A:
Sill Height to Max. (+) DP
(Water Infiltration Rating)
SIB Riser Height
(+) Design
(Flat or Box, see
Pressure, psf
Sheet 17)
Flush -140
see note 3
Low - 2-117
+ 46.67
Medium - 3114"
+ 60.0
High -4'
SEE NOTES 1-3
FOR EXAMPLE ON USING TABLE, SEE SHEE L8.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4- SILL, POSITIVE WATER DP IS
60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED} SEE
DLO WIDTH =
TABLE 1A.
NOM. PANEL WIDTH -7"
3) 4", 3-114' AND 2-112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
DLO HEIGHT =
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
DOOR UNIT HEIGHT-10.125"
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
PANEL HEIGHT =
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
DOOR UNIT HEIGHT-1.866"
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PARS TO BE INSTALLED.
OH LENGTH �-
1lOH RATIO z 1
OH RATIO = OH LENGTH
OH HEIGHT
Interlock
P-hook
Lotkstile@Jamb
Straight Astragal
Assembly
Lockstile@
Straight astragal
9VAstragal
Assembly
Lockstile@
90°Astragal
13S°Astragal
Assembly
Lockstile@
145'Astragal
StandardStlles
Standard Stile
Standard Stile
Standard Stile
Standard Stile
Heavyduty5tile
HeavydutyStlle
HeaviAuty Stile
Heavy-duty Stile
Standard Astragal
outsideComer `-�--i..
Outside
Comer
Inside
Inside
Comer
Insidelde Cor
Corner
Outside
Corner
Fllal,161 (x2)
Part #60
Part #60
Part #60 (Stile)
part #67 (Astragal)
Part #60
Part #61(Sttle)
Part 011B (Comer
Ret_Wer)
part#119 (Out)
Part #120 (In.)
Part #61(Stile)
Parts #31 & #32
(Corn. & Fxd Mount)
Part #61
REVISEDTABLE1.
I
070
�CElgae2M
DPAND,
�1/aao•t6ao
„�
CERr. CFAU M629M
SERIESU®
mrrmowoam
s
/tiRGel9RGYdIkID
SGD-7
3G71770
I. SGD — LM IMPACT
6 , 22 o..ry PGTO130
PRODUCT REVISED
as complying with tbo Florlda
Building Code
NOA-No, 17-0420.12
Expimuon oat. 02/17/2020
``tt 11111111////
.....
.
No. 58705 '
•/�//s,�0NAL t�NG���
A. LYNN MILLER PE.
P.E.# 58706
TABLE 2:
Design Pressure (DP) and Anchor Quantities Required, (forati approved configurations on Sheets 2 & 3)
Maximum DP for all sizes: +501.60
For corner astragal anchump on 90" or 135" comer units, see sheet 11
(May be funited by Table 2A)
Door Ihdl Height
Table to Glass Types 4, 4A,
80"
84"
90'•
96"
102"
108 -
4"
120"
applies
6, aA,
7, 7A,
8 & 6A and the
69.71V DLO
73.7AV
DLO
79.7/8" DLO
a5-718"
DLO
91•T 8"
DLO
97-7!
O
DLO
10ofior
DLO
Anctlor
Group
Anchor
Group
Anchor
Group
Arrcher
Group
Anchor
Group
Anchor
GroupAnchor
Anchor
Group
Anehor
Grou
Stile/Astragal
Types
shown below.
B
C
❑
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
HesdIS01
A
IA+1
04r1
8
C4+1.
8
C4+1
B
04+1
B
CA+1
8
C4+'I
8
C4r1
' 8
C4+
8
8
+1
8
C4+
8
4
a
C4+1
8
C4t1
a
C4+1
B
C4+1
10
C4+1
10
C4+1
10
C4+1
10
+1
10
CA+
10
C4+1
10
04+1
10
+1
10
CA+1
10
C4+1
10
C4+1
10
C4+1
10
C4+1
10
+1
10
C4+1
10
24"
Dir LO
Jamb
8
6+7
6+7
7+8
7+8
7+B
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+9
8+9
8+9
8+9
6+9
6+9
8+9
6+9
9+10
9r10
9+10
9+10
9+10
9+10
9+10
9+10
P-hook
6+7
6+7
C4+1
04+t
C4+1
C4+1
C4+1
CA+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
CA+1
04+1
04+1
CR+1
CA+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
Head/8rl
C4+1
C4+1
C4+1
C4+1
C4+1
—8
—8
8
8
8
8
a
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
30,
DLO
Jamb
8
B
8
8
8
8
B
7+8
8
Tt
Tr8
7+8
7+a
7+8
7+8
7+8
5+9
8+9
8+9
849
8+9
8+9
8+9
8+9
9410
9+10
9+10
9+10
9+10
9+10
9+10
9+10
Pflook
Headisill
0+7
CA+1
6+7
C4+t
6+7
C4+1
6+7
C4+i
7+8
CA+t
7+8
C4+1
7+8
04+1
7+8
C4t1
C4t1
C4+1
C4t1
C4r1
C4+1
C4+1
C4+1
C +1
C4+1
C4+1
C4*1
C4+1
C4+1
CA+1
C4+1
C4tt
C4r1
CA+1
C4+1
C4+1
C4+1
04+1
CA+1
04+1
0
Jamb
r
8
8
a
8
8
.8
8
8
8
8
8
B
8
8
8
10
10
10
70
10
10
10
10
10
10
10
10
10
10
70
70
36"
l
8+7
6+7
8*7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
B+9
8+g
8+9
8+9
8+9
8+9
8+9
B+B
9+t0
9+10
9+10
8+10
g+70
9+10.
8+10
9+10
P•hook
Headl391
6+7
C4+1
C4t1
C4+t
C4M
C4*1
G1+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
CA+1
C4+1
C4+1
C4+1
C4+1
Oi+t
CA+1
Cd+1
C441
CA+1
CA+1
CA+1
Gilt
04+1
C4+1
Gk1
C5+1
CSt1'
CA+1
CA+1
g
a
42"
36,
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
a
to
10
10
10
10
10
10
10
10
10
10
12
10
10
t0
DLO
'lamb
6+7
8+7
6+7
6+7
7+B
7+8
7+8
7+8
7+8
T+B
7+8
7+8
7r6
7+8
7+8
7+8
8+9
8+9
g+9
8+9
B+9
8+g
8+9
9+10
9+10
9+10
9t10
8+10
9+10
9+10
8+10
P41ook
C4+2
C4+2
C4+2
01+2
04+2
04+2
C4+2
C4+2
C4+2
CA+2
C4+2
C4+2
C4+2
�-+2
C4+2
C4+2
C5+2
C5+2
C4+2
C4+2
C5+2
C5+2
C5+2
C6+2
C5+2
C6+2
C5+2
C5+2
Head/Slu
C4+2
C4+2
CA+2
CA+2
S
8
e
8
8
0
tD
8
8
8
10
to
10
10
10
10
10
12
10
10
to
12
t9
10
10
z
48"
OLO
Jamb
8
8
8
B
a
6
8+9
8+9
S+g
B+9
B+9
9+70
9+10
8+70
8+10
9+10
9+10
9*10
8+10
p4look
6+7
8+7
6+7
8+7
7t8
7+8
7+8
7+8
7*6
7+8
7+8
7+8
7+6
7+8
7+8
7+8
0+9
8+9
Hsad/Sul
C4+2
24+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
04+2
C4+2
C4+2
C4+2
C4+2
r4•
4L0
Jamb
8
8
8
e
8
8
8
8
10
a
r
8
10
8
r
a
Not available in these sizes
P-hook
0+7
6+7
6+7
8+7
7+8
7+8
7+8
7+a
+8
7+8
7+8
7t8
7+8
7+8
7+8
7+8
Hesd/Slli
C4+2
04+2
C4+2
C4+2
C4+2
04+2
04+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
60'.'
8
B
8
8
8
B
DLO-
-Jamb
P-hook
8+7
6+7I
8+7-6+7
-7+8--7+8-
NOTES: , .,,. ,.....,., � .,...,....._ ...---• --- -..__ . _.
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL.
2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL,
POSITIVE WATER DP IS 60.0 PSF MAX, WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRE& UNCHANGED). SEE TABLE 2A.
3) 4", 3-1/4"AND 2-1/2° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX.
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
ED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE
OH LENGTH
OH RATIO z 1
6) JAMB ANCHORS ARE SPECIFI SEE NOTES 1-3 OH RATIO = OH LENGTH
INSTALLED. OH HEIGHT
AAIn CUc TC +n a 4o GnR ACCPAARI v OPTAu R.
Sill Helghtto Max. (+) DP
(Water Infiltration Rating)
S81 Riser Height
(+) Design
(Flat or Box, see
Pressure, psi
Sheetl7)
Flush -1-112"
see note 3
Low-2-1/P"
+46.67
Medium - 3-114"
+ 60.0
High-4"
+60.0
tit VULLUVVn`IV O
I ILC el HJI RnV
I-u„n,.,. a+,--I-I".r
.............-....••---•--•-•--•-••••--------------------
Straight Astragal
Lockstile@
90'Astragal
-
Lockstile@
135°Astragal
Locksidle@
interlock
P-hook
Lockstlle@Jamb
Assembly
Straight Astragal
Assembly
9o' Astragal
Assembly
135" Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty5tlle
Standard Astragal
OutsideC
Outside
Inside
Corne
Comer
Inside
Corner
Outside
Inside Corner
Cornar
Part #61 (x2)
Part#61
Part#fit
Part 1161 (Stile)
part #67 (Astragal)
Part961
Part #61 (Stile)
Part #118 (Comer
Part #119(Out.)
Part #120 (in.)
Part#61(Stile)
Parts 131&N32
Part#61
Receiver)
(Corn. & Pxd Mount)
N. VE & FL 94278
(941)490-1Bod
REVISED TABLE REMOVED EXAMPLE. CFRTMOFM I?fi d292e6
DANCHORAGE
rM
SERIES 770 ALUM. SGD -
saaxms eons Bros
11 NTS 7 a 22
PG70130
NOM. PANEL WIDTH -7"
DLO HEIGHT=
DOOR UNIT HEIGHT-10.12&
PANEL HEIGHT =
DOOR UNIT HEIGHT-1.866"
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Dat 02/17/2020
By
�. LICENSE '•Y
No.�o. 58705
I qlf3i�" 9,
s/ONfA� 1L11ENG♦♦
A. LYNN MILLER, P.E
P.E.N 58705
TABLE 3:
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on shoats 2 & 3)
Maximum DP shown below
For comer astragal anchorage on $01 or 135" comer units, see sheet 11
(May be limited by Table $A)
Door Unit Height
Table applies to Glass Types 4, 4A,
air
84°
90
86"
107'
108'
69-71B° D
73.7lB LO
79-7l8° LO
85- !8 DLO
91-718" DLO
97-7/ D O
6, 6A, 7, 7A, 8 & 6A and the
StilelAstragal types shown below,
Anchor Group3roup
Anchor Group
Anchor Group
A B C D 1 A 0 C 1 D I A I B 1 C D A B C D
A B C D
A I B 1 C 1 D
Des! nPressure
0.0 /
•82.6 sf
- .ops
Head/SW
C4+1 C4+1 C4+1 C4+1 'CA+1 C4+1 C4+1 C4+1 C4+1 CA+1 c4+1 04+1 C4+1 C4+1 C4+1 C4+1
C4+1 C4+1 C4+1 C4+1
C4+1 04+1 C4+1 04+1
24. 17'
8 8 8 8 88 B 8 8 B 8 8 B 8 8 B
10 10 10 io
10 1 10 F 10 1 to
DLO Jamb
P-hook
6+7 6+7 1 6+7 t 6+7 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+8 7+8 7+8
8+9 8+9 g+9 8+9
M 1 8+9 1 8+9 1 8+9
Osslgn Pressure
+190.0 f
41-82.6 psf
+l-TGO pat
23"
Head/S81
C4+1 C4+1 C4+1 C-0+1 C4+1 04+1 C4+1 C4t1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
04+1 C4+1 04+1 C4+1
C4+1 C4+1 C4+7 C4+1
DLO
Jamb
8 8 B 8 8 B 8 8 10 8 8 8 10 8 ' 8 8
10 10 10 10
10 10 10 10
t
v
P-hook
6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
B+9 8+9 8+9 8+9
Bt9 I 8+9 8+9 B+9
Design Pressure
+/-90.0 psf
+1-82.5 psf
+/--76.0 psf
0.
Head/Sill
C4+1 C4t1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 Csl+t C4+1 C6+1 C5+1 C4+1 04+1
C5+1 C5+1 C4+1 C4+1
C5+1 CS+1 C4+1 C4+1
DLO
Jamb
to 8 8 8 10 8 8 8 10 8 8 8 12 10 8 8
12 10 10 10
10 10 10 10
S
P-hook
6+7 6+7 6+7 6+7 7+B 7+0 7+B 7+8 1+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9.
8+9 8+9 8+9 8+9
8+9 8+9 B+9 B+9
B
Deslgn Pressure
+/•90.0
Per
+l-82.6
psf
+/-7G
0 sf
Z
35"
Head/Siff
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
04+2
C6-2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
06+2
C5+2
05+2
C5+2
C5+2
C6+2
C6+2
C5+2
DLO
Jamb
10
6
8
8
10
8
B
8
12
10
8
8
12
10
8
B
12
10
10
10
12
10
10
10
P-hook
7+8
7+8
7+8
7+8
7+8
7+8
748
1+8
8+9
8+9
8t9
8+9
B+9
f1+9
8+9
B+9
8+9
8+9
8+9
6+9
8+9
8+9
8+9
8+9
Design Pressure
V-00.0 psf
See Note A err.
+/-82.5 psf
+/--75.0
psf
41"_
HeadlSill_.-
C5+2 C5+2 Cd+2 C4+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C6+2
C6+2 06+2 +2 05+2
C6+2 C6+2 C5+2 C5+2
C6+2 06+2
CSt2 C5+2
48"
OLD
_
Jamb
10 e 8 8 12 10- --8-- 8 12- 10- B---B -
-14 —12 -_-6 _8__
14.- _ 12 10 10
14 10
10 10
-9+10
P-hook
7+8 7+87+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9
9+10 9+10 +10 9+10
9+10 9+10 9+10 3+10
9+1(9+10
5+10
EXAMPLE ON SHEET 9
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL.
DLO WIDTH =
2) WHEN USING THE 2-112" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-114" SILL, POSITIVE WATER
DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
NOM. PANEL WIDTH - 7"
UNCHANGED). SEE TABLE 3A.
3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
DLO HEIGHT=
DOOR UNIT HEIGHT-10.125"
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
PANEL HEIGHT =
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT-1.866'
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
•
ono A¢ =—1 V nFTAIi R
THE FULLVWINGSIILE
lk ASInHv„L
lrrIZ0.1 .1 o���cv
�-v,.,�.,.,���,.,...,..
Straight Astragal
..,,�...,.. .-.___.
Locicstile @
_..A...._ .........
90' Astragal
—
Lockstile @
135" Astragal
Locicstlle @
Interlock
P-hook
Locksille @ Jamb
Assembly
Straight Astragal
Assembly
90' Astragal
Assembly
135• Astragal
Heavy-dutyStiles
Heavy-dutyStile
Heavy-dutyStile
Heavy-duty Stile
Heavy-duty Stile
Heavy-dutyStile
Heavy-duty Stile
Heavy duty Stile
Heald duly Stile
Heavy-duty Astragal
Outside
Outside
Inside
Corner
Lorne
Inside
Comer
Outside
InsideCor
Corner
Part#61 (Xl)
Part#61
Part#61
Part #61(SUIe)
pPart 96GS (Astragal)
Part #61'
Part 961(SUle)
Part #118(Comer
part #119 (Out.)
Part#120(in.)
Part#61(Stlie)
Parts #31 
Part#61
Receiver)
(Cam. & Fxd Mount)
ld VENICE, FL 842M Ut'AJVUAIVLr'JUMUC
(s11)480.16a0 rms
CERT. CFAUM A20M SERIES 770 ALUM. SGD - LM IMPACT
REVISED rAgJE3, ADDED EXAMPLE co-'soiffo oo
S7o6i7r0 NTS 8 d 22 0>� PGTW30
' al.arcarranastvry
TALI F _'3A-
Sill Height to Max. (+) DP
(Water Infiltration Rating)
Sig Riser Height
(+)Design
(Flat or Box, see
pressure, psf
Sheet17)
Flush-1-1/2"
sea note 3
Low - 2-1/2"
+ 46.67
Medium-3-1/4"
High -4"
SEE NUIE} 7vJ
OH LENGTH I—
S
C1 ,
= OOI OH RATIO 21
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
as comptiny with the Florida
Building oda
NOA-No. 17-0420.12
Expiration Date02/17/2020
....
1¢ : No. 5870S
J
A. LYMd MILLER PH,
P.E.# 58705
IF
NO FRAME "9+10" P-HOOK ANCHORAGE CONSISTS OF: SEE "C5" CLUSTER
SEE
JAMB (9) P-HOOK ANCHORS, SEE "C5" CLUSTER MAX. UNIT WIDTH DETAILS, SHEET 10
= REQUIRED @ (PERPENDICULAR TO GLASS SEE "C5" CLUSTER DETAILS, FOR ASTRAGAL
SPLICE
NOTE,
THIS
. DETAILS, SHEET 10 FOR
EXTERIOR PLANE) SEE TABLE 2, SHEET 7 INTERLOCK REQUIRES "C6° SHEET 10 FOR INTERLOCK 24" MAX O.C.
POCKETS CLUSTER, SEE
:' AND � 48" NOM.
DETAILS, SHEET 11
SHEET
x x
'' i . SEE POCKET 10} P-HOOK L PANEL WIDTH
( r-----_- - x x x x x x x x x 6 MAx
JAMB MOUNTING x �x x x x x
x x x
INSTALLATION, ADAPTER s^ MAX T x x x x x x x x x x x �E
x x i
THIS SHEET ANCHORS MIDWAY i o' L 3° MAX.
& SHEET 14 BETWEEN P-HOOK - I I -4 PAIRS OF
:= ANCHORS & AT 3" x = FRAME x ANCHORS
x
... .... FROM TOP & i 1a" MAX. O.C. � o I ANCHORS 96" (TOTAL B
BOTTOM°� I°i o UNIT 21"MAX. ANCHORS)
O.C.
4.051
' "MAX.TOOPENING i I '®I n e=P-HOOK HEIGHT PER JAMB
EDGE OF POCKET SEE I a O x (SEE JAMB
ion®I I 1a" MAx, o.c. ANCHORS x
� � DETAIL
INSTALLATION i ¢ off— z 1
BE OW)
DETAILS'Jc' &'Kd, i I ®I M o= P-HOOK
END PANEL SHEET 14 &PART i a ® °' MOUNTING x
i
24" MAX.
ANCHORAGE DETAILSVWK, ioyj o, 3"MAX. ADAPTER x
(2 ANCHORS) SHEET 19 FOR S 1 'ANCHORS _
O.C.
P-HOOK L------ MAX. x x x
^+� END
ANCHORS x, x x K X x x x x� PANEL
ANCHORAGE END PANEL x, x x x x x x x x . x, W MAX. ANCHORAGE (SEE
ANCHORAGE � x x x x x . -x, SKETCH BELOW)
(SEE SKETCH BELOW) \\—"+T •'Y
2^ 2"
-
- CENTERLINE- - — _ 8" MAX , TYP +2• ANCHORAGE ANCHORAGE
ANCHORAGE ANCHORAGE ANCHORAGE
_
OFPANEL I - - - -- — — — - --- 2.04" ----- —
24" MAX.
EXAMPLE' 6-PANEL, 2 TRACK 900 OUTSIDE CORNER - DXXIXXO - EXT. MOUNT POCKET ANCHORAGE PLAN:
O.C.
48" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEETS) 6" SPLICE NOTE:
NON- STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAYBE ADDED
I 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
T--
t
2) ANCHOR LOCATION SPACING FOR ANCHOR
48"
CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-&
NOM
•
, INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS.
PANEL
SEE "C5"CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE
R
WIDTH
TABLES, SHEETS 6-8 AT EACH INTERLOCK AND
DETAILS, SHEET
STRAIGHT AND CORNER ASTRAGAL LOCATION,
FOR INTERLOCK
PLUS SPECIFIED QUANTITY OF ADDITIONAL
I'
"+2" ANCHORAGE INTERMEDIATE ANCHORS PER PANEL.
c"
ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
AS NEEDED TO ALIGN THE
TPoOR HEAD OR SILL IFA SPLICE
21"
OCCURS AT THE P-HOOK.
MAX
PRODUCT REVISED
O.C.
as complying with the Florida
Building Code
A.
NOA-No. 17-0420.12
5.64"
Expiration Dab 2/1712020
6" MAX.
BY
Mlaml-Da ro uet Contro
CENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM; 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR
OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6.8. SEE 2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
"+2"ANCHORAGE
REQUIRES SEE "C5" CLUSTER END PANEL ANCHOR PAIR
CENTERLINE CENTERLINE ANCHORAGE
"C6" CLUSTER SEE �-+—OF DETAILS, SHEET 10 OF
DETAILS, SHEET 11 I INTERLOCK FOR ASTRAGAL AS (2 ANCHORS) W
MAX. I+
•
L L/• • • • �``NY LYNN'���,,�
-- • i • ' 1.tGENs . �Ai'
EXTERIOR �-+ OF�RLI 3E "+2"ANCHORAGE - OF PANEL 4CENTERLINE "+2" ANCHORAGE I ' OF PANEL CENTERLINE = * NO-��5
U 1
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
1070 FL 2 RNE u.r,+am' % 0 ST TE
N. (841CF-FL 34 ANCHORAGE SPACING & EXAMPLE PLANS
•.. oRtar;,,•� ?
CERT.OFAUTH. aHUT
SERIES 770 ALUM. SGD - LM IMPACT '�`/,, IVAL
JR 04105H7 C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES. / I
ra",mer: a"n .Dar wromusn a�suwnmae smx sm9 d au.A•xn wx A.L"Yf.E.O I.'��`P.E
JR i0/10/14 nur�oms scD.na NTS 9 22 PGT0130 C P.Ea15eTos
ASTRAGAL OR SPLICE LOCATION
INTERLOCK-�—IF NEEDED
CENTERLINE 1
I 3.5"
1.75"
4" DIA .
2.04"
EXTERRIOR
7°
v
2-TRACK FRAME HEAD/SILL
(a ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "041
ASTRAGAL OR SPLICE LOCATION
INTERLOCK-4—IF NEEDED
CENTERLINE I
�- 3.5"
0
- - -t4.08'
EXTERIOR 7"
3-TRACK FRAME HEAD/SILL
a ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK IF NEEDED
CENTERLINE -
EXTERIOR
ID
4-TRACK FRAME HEAD/SILL
n ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, 'C4")
6"DIAG.
ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 2.04"
INTERLOCK CONDITION, USE INTERLOCK-�-� !F NEEDED 2.04"
CENTERLINE "C6" CLUSTER DETAIL) CENTERLINE
1.75" ExTEwoR 6' DIAG.
T' 7" 3.5" 21"
4" DI G. MAX.
2.04" 2.04" 21"
1 5.64' MAX.
;4"DIAG. 7" 3.5"O.C.
7u EXTERIOR 7,
XTJ\^/L.OR �1, 6"MAX.
2-TRACK FRAME HEAD/SILL `� 2-TRACK FRAME HEAD/SILL 5'64'
fla ASTRAGAL OR INTERLOCK (a ASTRAGAL OR INTERLOCK-2 TRACK
(USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB W MAX,
ANCHORS ARE REQUIRED, "C" ANCHORS ARE REQUIRED, "C6-) ANCHOR PAIR T
ASTRAGAL OR (FOR SPLICE
INTERLOCK-1 CONDITION, USE
CENTERLINE 1 "CO" CLUSTER DETAIL)
3.5°
F2.04"
E4"DIAG. E)
EXTERIOR
r'
3--TRACK FRAME HEADlSILL
Cal ASTRAGAL OR INTERLOCK.
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, '05")
ASTRAGAL OR II (FOR SPLICE
INTERLOCK �1 CONDITION, USE
CENTERLINE i "C6" CLUSTER DETAIL)
EXTERIOR
15
4-TRACK FRAME HEAD/SILL
Ci ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, 'CS")
N. VPMCE A. 34US
CERT. OFAUTMA28289
Nt
ASTRAGAL OR SPLICE LOCATION
INTERLOCK�IF NEEDED
CENTERLINE L--j 3.5" (,
3-TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6'1
ASTRAGAL OR (FOR SPLICE
INTERLOCK --I CONDITION, DO NOT
roof ILIC I USE THIS DETAIL)
4"
:XTERIOR
ID
.04"
I 4-TRACK
6" DIAG. FRAME JAMB
EXTERCR ANCHOR PAIR
2.04"
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT. OR INT.
MAX. TRACK (INT. SHOWN)
O.C.
- NOTES•.—
5 �" TALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
W MAX. 2. FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
I 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9.
ANCHOR PAIR
FOR SPLICED
CONDITIONS ONLY:
SPLICE LOCATION
7-IFNE-EDED
7" �---.3.5" I +-
3.5"
4-TRACK FRAME HEADISILL
Sio ASTRAGAL OR INTERLOCK
(USE WHEREQUIRED, "�")
WITH & WITHOUT SPLICE CONDITION
FRIES 770 ALUM. SGD - LM IMPACT
,memo etie en."e m.,"wxn
sao-; NTS 10 d 22 PGT0130
PRODUCT REVISED
as comp ng with the Florida
Dutldhag oae
NOA-No. 17-0420.12
Expiration DaffiA2/17/2020
—� LYNN
i}Q?. No.58705
STATE)/-'
"'IiS;0NAL
A. LYNN MBAER P.E.
P.E#68705
2.04" 2.04. "8.94
2.04" INTERIOR 2."' "+1' ANCHOR
INTERIOR INTERIOR T•
4" DIAG. 4" DIAG.6.12" 3.5-
INTERIOR INTEROR 7" INTERIOR RLINE
90° 3. EXT�IOR pcTEwOR4° DIAG. 4" DIAG.
I -3.I�� 4".
-J
2.04" EXTERIOR
R \
90°CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4
4.08"
INTERIOR
4"
INTERIOR J\
4.08"
4"
2.04" 7•
EXTERIOR
90° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 6 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
EXTERIOR
3.5' INTERIOR
T 7' 1
4.08"
j ---I3.5" Py �l
2.04° txrEwoa 4"
135° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, °C4°
INTERIOR
2.04" - � 7° 4"
EXTERIORfi.9a•
136° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6°)
"+2" ANCHOR
2.04" 4" DIAG.
CENTERLINE
OF PANEL
4.08" •+1" ANCHOR "+3" ANCHOR
7.41 °
EXTERIOR 7�-'�`II EXTERIOR 7° —J� 4"
90° CORNER 135° CORNER
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL
("CB°ANCHOR CLUSTER REQUIRED (°C6°ANCHOR CLUSTER REQUIF
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS)
INTERIOR •6.12° INTERIOR
L2.4° ERroRINTEw� 5.88"
135°
I[��ftsl�.�r��� 1■E)���cfl
2.04" ^I 1 1' 7"3'S �''` 4°
EXTERIOR -�+ j/•
4" DIAG.-►� 3. R 4„
90° CORNER
135° CORNER
4-TRACK FRAME HEAD/SILL
4-TRACK FRAME HEAD/SILL
(°C8" ANCHOR CLUSTER REQUIRED
("C8" ANCHOR CLUSTER REQUIRI
AT ALL 4-TRACK CORNERS)
AT ALL 4-TRACK CORNERS)
NOTES:
1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, lilo 7ECHNOLCGYM111
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE N. MOM, FL 342M
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 041)400.1000
JR
OIPo5H7
�C"
NO CHANGES THIS SHEET.
CERT. OFAUM NOM
romuuxroa>n
_
JR
1 1-0110114
2.04" 4" DIAG.
IOR
3.5"
7"
A.-- - CENTERLINE -
CENTERLINE I OF PANEL
Q OF PANEL 2-TRACK FRAME HEAD/SILL
ON INTERIOR "+2" ANCHOR INTERMEDIATE ANCHOR LAYOUT
ALL
EXTERIOR
Inv VIEWS
4° DIAG. PRODUCT REVISED
as comp tog with the Florida
BuildlaD ode
2.04" NOA-No, 17-0420.12
1 3.6" CENTERLINE Expiration Date0211712020
OF PANEL BY
l lam ad roduct Control
04" "+3" ANCHOR
b.08,
EXTERIOR
/111111/
3.5' I L.� NY LYN ��.
�CENTERLINE !V
2.04" I OF PANEL �� '•�ICENSF
4-TRACK FRAME HEAD/SILL _ * No. 58705
INTERMEDIATE ANCHOR LAYOUT -
(3-TRACK SIMILAR) _ U
VCHORAGE, EXAMPLE CLUSTERS �;t<S, • ZORIOP,.•' �_��
FRIES 770 ALUM. SGD - LM IMPACT 18�.�
saws srx "r°ee .° VW am A.=MILLER, P.B
SGU•T70 NTS fi 022 PG
C P.EX58705
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1/16"'
EXTERIOR 1/4"
a o MAX
SHIM EXTERIOR
SEE TABLE A,
SHEET 1
2X WOOD W000 ANCHOR TYP., 2X WOOD /WOOD ANCHOR TYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR L SEE ANCHOR NOTES
NOTE 3, SHEET I & TABLE A, SHEET 1 NOTE 3, SHEET 1 & TABLE A, SHEET 1
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD
WOOD INSTALLATION WOOD INSTALLATION
WOOD ANCHOR TYP., 2XWOOD WOOD ANCHOR TYP., . 2X WOOD
SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR
& TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE &TABLE A, SHEET 17 NOTE 3, SHEET
SEEANCHOR ANCHOR
NOTE 5, SHEET NOTE 5,
1 (1/4" MAX,) _ j SHEET 1
(1/4" MAX.)
EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE: EDGE DISTANCE:
SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1
2-1/16°' 1/4" 2-1/16"'
MAX. IF
Q SHIM EXTERIOR
z a
EXT�ERRIOR _I
2-1/16"
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
2-TRACK FRAME SILL
kLNV WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
2X WOOD
EDGE DISTANCE:
TYP., SEE ANCHOR
SEE TABLE A,
SHEET
NOTE 3, SHEET 1
WOODANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET I
EXTERIOR
V 1/4" MAX. SHIM
O
I-°-
2-TRACK FRAME JAMB
I,GwV WOOD INSTALLATION
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
3--TRACK FRAME SILL
Ew WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEE
2X WOOD
TYP., SEE ANCHOR
NOTE 3,SHEET I
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET I
EXTERIOR
b 1/4" MAX. SH'
JR 104J0&77 I C - I. NO CHANGES THIS SHEEL
jkjh 3-TRACK FRAME JAMB
Rw WOOD INSTALLATION
N. VSVrF- FL 34276
(941)460.1600
CERT. OFAUTH &2=6
G�vmrr
ror?AtlSIRlE,£6m
ALLWMRS4FAVEU
'TANCE:
BLE A,
ET 1
METALTYP., SMS ANCHOR TYP.,
SEE ANCHOR Z SEE ANCHOR NOTES
NOTE 4, SHEET 1 & TABLE A, SHEET I
4-TRACK FRAME HEAD
METAL INSTALLATION
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
114" 1. ALL DIMENSIONS
MAX, SHOWN ARE BASED
SHIM ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PER TABLE A,
SHEET 1.
• DIAGONAL O.C. IS
MIN 4" (HEAD & SILL)
OR 0" (JAMB) SEE
SMS ANCHOR TYP., METAL TYP., DETAILS, SHEETS 10 & 11.
SEE ANCHOR NOTES SEE ANCHOR
& TABLE A SHEET 1 NOTE 4 SHEET 1
1 SEE
ANCHOR
MIN. OF 3 THREADS BEYOND
NOTE 5,
THE METAL SUBSTRATE
SHEET 1
(1/4" MAX.)
EXTERIOR
EMBEDMENT: SEE
a
TABLE A, SHEET 1
2-1/16"
EDGE DISTANCE:
SEE TABLE A, SHEET 1
ZgEh4-TRACK FRAME
SILL
Hv METALINSTALLATION
EMBEDMENT., SEE
PRODUCT REVISED
TABLE A, SHEET 1
ascomplying with the Florida
Building Code
NOA,No. 17-0420.12
EDGE DISTANCE:
Expiration Data 02/17/2020
SEE TABLE A,
METAL TYP.,
SHEET 1
By
SEE ANCHOR
Mia -Da raduct Control
NOTE 4, SHEET 1
2-1/16°•
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
MIN. OF 3
EXTERIOR
THREADS
BEYOND THE
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INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
NOTES:
EDGE DISTANCE:
EDGE DISTANCE:
1. AL DIMENSIONS
CONCRETE
EDGE DISTANCE: SEE
CONCRETE
SEE TABLE A. SHEET I CONCRETE
TABL
SHOWN ARE BASED
PER TABLE
TABLE A, SHEET 1
2-1/18°' PER TABLE
2-1/16" PER TABLE2-1/6"
ON MIN. ALLOWED.
A, SHEET 1
A• SHEET 1
A, SHEET 1
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• DIAGONAL O.C. IS
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SHEETS
MBEDMENT: J
1/4' IXTERIOft
EXTER
OREE
&111S,
TABLE A,
M'MAX.
SHIM
SHEET1
PROPERLYSECURED1X
SHIM
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
ROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE
SEE ANCHOR NOTES &
WOOD BUCK TYR, SEE SEE ANCHOR NOTES&
WOOD BUCK TYP., SEE SEE ANCHOR NOTES
&
ANCHOR NOTE 3, SHEET 1
TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
MSTALLADTION
HEAD
NSTALLA71ION
at 4-TRACK FRAME TION
CONCRETE INSTALLAE
CONCRETE
IINCK
CONCCRETE
Cc
CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTES &
TABLE A, SHEET 1
SEE ANCHOR
NOTE 5, SHEET
1 (1/4" MAX)
EXTERIOR I
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2-1/16"' I
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
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ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1
SEEANCHOR
SEE ANCHOR
NOTE 5,
NOTE 5,
SHEET 1
SHEET 1
1 (1/4" MAX) _
(114 MAX)
EMERIOR I LL
2-1 /16" .
EDGE DISTANCE: CONCRETE EDGE DISTANCE:
SEE TABLE A, SHEET 1 PERTABLE SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 J
2-TRACK FRAME SILL 3-TRACK FRAME SILL
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
:!
EDGE DISTANCE:
PROPERLYSECURED
'
SEE TABLE A,
1X WOOD BUCK TYP.,
SHEET 1
SEE ANCHOR NOTE 3,
SHEET 1
CONC./CMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEETI
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NO
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EMBEDMENT: SEE
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CONCJCMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A.
SHEET i
2-1/16" -r - I \
CONCRETE EDGE DISTANCE:
PER TABLE SEE TABLE A, SHEET 1
A, SHEET I EMBEDMENT: SEE TABLE A, SHEET 1
4-TRACK FRAME SILL
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EMBEDMENT: SEE
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EDGE DISTANCE: PROPERLY SECURED
SEE TABLE A, 1X WOOD BUCK TYP.,
SHEETI SEE ANCHOR NOTE 3,
—�� SHEET 1
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SEE TABLE A,
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NOTES & TABLE A.
SHEET CONCRETE
OR CMU
EXTERIOR !': PER TABLE
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1/4" MAX. SHIM
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Ic CONCRETE/CMU INSTALLATION
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PRODUCT REVISED
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NOA-No. 17-0420.12
Exp,ratlon Date 02117/2020
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EMBEDMENT: SEE
TO PREVENT
WOOD FRAMING TABLE A. SHEET 1
P-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYP., INFILTRATION
o
SEE ANCHOR NOTES
EMBEDMENT:
& TABLE A, SHEET 1
SEE TABLE A,
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28 ILLUSTRATION, SHEET 9)
DISTANCE: SEE
TABLE A, SHEET 1 EMBEDMENT:
SEE TABLE A,
26
_EXTERIOR
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PHOOK WOOD ANCHOR TYP.,
p HOOK
SEE ANCHOR NOTES
CONCRETE OR
& TABLE A. SHEET 1
CMU PER TABLE
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ILLUSTRATION, SHEET 9)
EDGE DISTANCE
P-HOOK FOR USE WITH FLAT SILL RISERS
Jw PARTS #18. #20, #22 OR #24,
WOOD INSTALLATION
EXTERIOR MOUNT SHOWN,
(SEE TABLES 1A,-2A7& 3A
-- -MAY-ALSO BE INSTALLED -IN -
FOR WATER RATINGS)
INTERIOR CONDITION
METAL TYP.,
SEE ANCHOR
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NOTE 4, SHEET 1;
EMBEDMENT: SEE TABLE A, SHEET 1 ADAPTER SMS
CMU PER TABLE-\
MIN, OF 3 THREADS
ANCHOR TYP., SEE
A, SHEET 1
BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
SHEET 1
& TABLLSO
EMBEDMENT:
SEE
SEE TABLE A;
EMBEDMENT:
ILLUSTRATION,
1 SHEET 9)
SHEET 1
SEE TABLE A,
EDGE DISTANCE: SEE
SHEET 1
TABLE A, SHEET 1
2.693" MIN.
EDGE
DISTANCE
CONC./CMU
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ANCHOR NOTES &
v
TABLE A, SHEET 1
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EMBEDMENT: SEE
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P-HOOK FOR USE WITH ANY SILL RISER
Jc PARTS #18, #20. #22 OR #24,
'
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
_—(SEE TABLES 1A. 2A & 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION - --- —
P-HOOK MOUNTING
EMBEDMENT: SEE
ADAPTER CONCJCMU
TABLE A, SHEET 1
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J SEE ANCHOR NOTES
EXTEROR
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ANCHOR NOTES & TABLE
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2.693" MIN.
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EDGE DISTANCE
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS
ifa P-HOOK FOR USE WITH BOX SILL RISERS
w PARTS #19, #21, #23 OR #25,
Ko PARTS #19. #21, #23 OR #25,
METAL INSTALLATION EXTERIOR
CONCRETE INSTALLATION EXTERIOR
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(SEE TABLES 1A. 2A & 3A MOUNT
ONLY
FOR WATER RATINGS) ONLY
FOR WATER RATINGS)
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CERr. OFAUTH. #29298
NO
FRIES 770 ALUM, SGD - LM IMPACT
seas awtr enre mnmxx
sco-77# AITS 14 d 22 P4370130
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. FIGURES ON THIS
SHEET ARE FOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A. SHEET 1 FOR
ALLAPPROVED
SUBSTRATES.
3. SEE TABES 1-3,
SHEETS 6-8 FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration D51a.Rg/1712020
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•'•:CtORIDA:,: •'•����
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DETAILS 'AV &'Ac', WIDTH
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NOTES: EXTERIOR
1) SEE SHEET 17 FOR INDIVIDUAL
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TABLES, SHEETS 6 8 FOR MAX. 7PANE TYPE TYPE PANEL CORNER DETAIL'N2',
PANEL HEIGHT AND WIDTH. SEE QS, 'AS' TYPE SHEET 19 & CORNER
SHEETS 18 & 19 FOR SECTION NOM K' MAX. UNIT ANCHORAGE SHEET 11
DETAILS AND SHEETS 12-14 FOR MAX PANEL MAX. HEIGHT INTERLOCK DETAIL
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SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX PANEL HEIGHT DOOR UNIT HEIGHT -1.866" =
'DV &'D"c', SHEETS 12-& 13" - - - - -- SILICONE -- ——HOTMELT BUTYL - -- -
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PRODUCT REVISED
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Expiration Date 02M 7/2020
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• 1k =_
• ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
0 s )
10707ECHNOWGYDRNE�31''•.c<OR{OP
aVEMCEFL31276
VERTICAL SECTION DETAILS
E
•••' ��`�
'�, S • • G *�
'�i TONAL
(9r1).r8a-100
,,
n.
CEW..OFAUIH.C29M
SERIES 770 ALUM. SGD-WINDOW - LMI
I0,1'
JR 04A76/17 C NO CHANGES THIS SHEET
ontysmr:
sm a".msk.
aR
a L P.E.E.
- __.__
Po >? ®
OD•770WfNDOW NT$ 18 , 22 PG
C
P.E 1f 66 O6
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
e
EXTERIOR
O t
i .n -
�* H!
a°R � 1 I II II 90eINTEi OR E7170.
RIOR
STANDARASTRAGAL#W
HEAVY-DUTY ASTRAGAL #68WITH
S
* OUTSIDE CORNER
L1 STANDARD STILES #60
M
WIT HEAVY-DUTY STILES
N1#61 22--TRACK SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
TOWARDS INTERIOR (BOX -IN)
NO CHANGES THIS SHEET.
1070 TECHNOLOOYORIVI
N. VENICE FL SQ76
(041)4804800
CERT. OFAU7H. a2M6
00PYAM r•Mn
xuansaor rRMI�
INTERIOR
Oz 2-TRACKSHOWN
INTERIOR
E
TERIOR
lu
INTERLOCK
5
it
• ITEM #61 (HEAVY-DUTY
7
STILE) SHOWN, ITEM #60
--- --
- - (STANDARD STILE) ALSO
90° INSIDE CORNER
APPLICABLE, SEE TABLES
02--TRACK SHOWN
1'3. SHEETS 6-8 FOR DP
(PSF) ASSOCIATED WITH
STILES.
PRODUCT REVISED
as complying with the Florida
31 LOOKPART
Sullding Code
NOA-No. 17-0420.12
75 a 107-1
Expiration oate 117/2020
4 INTERIOR
^
ER/ES 770 ALUM. SGD - LM IMPACT
Aaue swe m.t orn,snia
sco-77o NTS 19 122 1'PGTO130
``L,,tlll fill/,GEN
z * NO.558705 *�
�i,``S1 '' •:c< GRID P,. •' G\� ��
�"',/TONAL 1EC;.�•
A. LYNN MILLER P.E.
P.E.0 58705
Item
1PG #
PGT#
Description
1
173DU
617306
2-TRACK HEAD
2
17303
617303
2-TRACK HEAD WITH SCREEN RAIL
3
J7309
' 617309
3-TRACK HEAD
4
17312 •
017312
4-TRACK HEAD
5
V314
617314
FRAME SCREW COVER
6
17317
617317
FRAME HEAR/JAMB ADD -ON '
7
173D4
617304
2-TRACKSILL
8
17301
617301
2-TRACK SILL WRH SCREEN RAIL
9
17307
017307
3-TRACK SILL
10
17310
817310
44RACK SILL
11
17313
617313
FRAME SILL TRACK INSERT
12
17315
017315
FRATAE SILL SCREEN ADDON (SEE NOTE 3)
13
17316
617310
FRAME SILL SCREEN END ADD•ON (SEE NOTE 3)
14
17305
617305
2-TRACKJAMB
15
17302
617302
2-TRACK JAMB WITH SCREEN RAIL
16
17308
617306
3-TRACK JAMB
17
17311
517311
4-TRACK JAMB
16
17322
617322
SILL RISER -FLAT, FLUSH, 1-1/2"
19
IT319
017319
SILL RISER -BOX FLUSH, 1-1/2-
20
17321
617321
SILL RISER - FLAT, LOW, 2-11T
21
17318
617318
SILL RISER -BOX LOW, 2-1/2"
22
17355
617355
SILL RISER - FLAT, MEDIUM, 8-1/4"
23
17354 •
617354.
SILL RISER -.BOX ME1311M,.3-11T
24
17323
617323
SILL RISER -FLAT, HIGH, 4'
25
1732D
61732D
SILL RISER -BOX HIGH, 4"
26
17333
617333
POCKETP-HOOK
27
7070
67070
NEOPRENE BULB WSTP FOR P-HOOK
28
173M
617334
POCKET Pf100K MOUNT
29
17335
617335
P•HOOK COVER
30
17348
617348
POCKET P4,OOK FOR BOXRISER
31
17378
617378
135 CORNER
32
17370
017376
135 FDED MOUNT
ITEMS 4053
ARE SCREEN PARTS:
40
4319
612258
SCREEN SIDE RAIL -LOCKSTILE
41
TLOCKWGSK
SCREEN LOCKSET
42
41818
SCREEN KEEPER SPACER SET
43
8152
88152
SCREEN INTERLOCK ADAPTER
44
4428
64428
SCREEN TOUSLE INTERLOCK
45
4317
612256
SCREEN TOP RAIL
46
4316
612257
SCREEN BOTTOM RAIL
47
668
7SRAZ
STANDARD ROLLER
48
688
7SRAX
STANDARD ROLLER-ST. STL
49
4344
64344
SCREEN ASTRAGAL
50
17349
1 617349
OXO SCREEN ASTRAGAL ADAPTER
51
1692
M692
SCREEN SPLINE
52
169
661694
SCREEN SPLINE -.150'
53
61SIOC20
SCREEN CLOTH
54
W25
IITX4" X7J16" SET. BLOCK, NEOPRENE 85 q-6
S5
1720
1" X4" X lII9' SET. BLOCK, NEOPRENE 85 +/S
I JR 1 0410YI7 1 C I NO CHANGES THIS SHEET. I
Item
#
Description
80
25
PANEL STBF
61
26
b173266i7326
PANEL STILE (HEAVY DUTY)62
27
INTERLOCK ADAPTOR
63
48
VNYL BULB WSTP. -THIN (ONSIDE INTERLOCK)
64
29
SILL END WEATHERSTRIP PAD
B5
28
INTERLOCK SCREW COVER
B7
17329
W7329
ASTRAGAL
Be
17339
817339
HEAVY DUTY ASTRAGAL
69
17324
617324
TOP & BOTTOM RAIL
70
17350
417350
IEATHERSTRIP EXTENSION (INJECTION MOLDED)
71
1695
71695
11l2" X V X3/4" HIGH FIN SEAL DUST PLUGS
72
8153
78153X
TANDEM ST. STL ROLLER ASSY.
73
W63
78153H
TANDEM NYLON ROLLER ASSY.
74
DOW-899, DOW-995 OR GE 7700
75
8185GEMNI
MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
70
#1032 X 1"FL SS SCREW W/ TYPE"F" TIP
77
i
10M STEEL ZINC U-NUF
79
17357PIG
BEAD
80
173597/16"BEAD?FDED
PANEL CLP81'
173609116'
BEAD
82
1224
M247K
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE NC,1/2'X1J/6' SGL SIDE AOH. TAPE, POLYETH.
_ 100
8052
48052
ROLLER ADJ. HOLE PLUG
101
72087
JAMB BUMPER '
102
1696
T7696
DUSTPLUG
103
8186
7818OX
1" KEEPER
10A
859
7SOKEEP
SCREEN LOCK KEEPER
105
17344
817344
FDED PANEL CLAP - e' LONG
100
17352
617352
FDED PANEL RETAINER - 9116'
107
1739
71739
HANDLE KIT'- INTERIOR RAISED WITH THUMB TURN
108
1740
71740
HANDLE KIT -RAISED EXTERIOR HANDLE
109
1731
7816MN
HANDLE KrT-RECESSED INTERIOR WITH THUMB TURN
110
1732
78178
HANDLE KIT -RECESSED SUERIOR PULL
111
710)04PPSDAX
#10 X 3/4' PH. PN. TEK - S.S.
112
1 1236
67816
WSTP,.270 X.170-FIN SEAL
113
1712
64088
.187'XMWFNSEAL
114
710X115PPX
41OX1-1/2'
115
710XPPT
4H0Xl'
lie
72MaX
#1420X1'S,S.
117
72DXI12X
414 20 X 1-1/2' S.S. '
118
17338
CIT330
90DECREE CORNER RECEIVER
119
17337
817337
90DEG REE OUTSIDE CORNER ASTRAGAL
120
17338
6117338
90 DEGREE INSIDE CORNER ASTRAGAL
123
17352
617352
FDED PANEL RETAINER, 71W
N VENICE, FL 34275 PARTS LIST
(941)480.1600 nk
CERT. OFAUTH. #292M SERIES 770 ALUM. SGA - LM IMPACT
00,M roan, ® araxar am: mrrona
� sGD no NTS 20 w 22 1 PG70i30
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 33.39, 56-59, 66, 76, 84-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR 913 REQUIRES
MIN. #10 SMS OR 3/16" MASONRY
ANCHORS @ 24- MAX. O.C.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Date 02/1712020
* N0. 58705
ZON'AL 1S\ `
A. LYNN MILLER P.E.
P.EJ4 Sam
5.089" 8.562°
0.080°
LL - LJ -r] ry im -J.
1.605"
0.081" OZ TRACK HEAD t0 4-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
1.211
-L
0.081" O2-TRACK HEAD W/ SCREEN TRACK
(6063-T6 AL)
6.626" �1
0.080"
1.505"
Og 3-TRACK SILL
(6063 T6 AL)
7.105" 6 221"
0.080"
Fr I
1 211" 1.505"
0.081° O3-TRACK HEAD 8 2-TRACK SILL W/SCREEN TRACK
(6063-T6 AL) (6063T6 AL)
9.142"
4.49"
- 0.080°
PT uv� �uv�
1 211"
Jmm
0.081" Oa 4-TRACK HEAD O7 2-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
�� 0.060"
a60'
514° 0.062° 0 532" 0.T60°1.
0.060° 1.516° 1.990"
O FRAME HEADMAMB SCREEN
ADD -ON
t2 A D ON 1LL SCREEN
-(6063-T6
13 END E SILL �EN
AL)
(6063T6 AL)
(6063-T6 AL)
REQUIRES MIN. #10 SMS
REQUIRES MIN. #10 SMS
OR 3/16" MASONRY
OR 3/16" MASONRY
SEE SHEET 17 FOR SILL RISERS.
ANCHORS @ 24" MAX. O.C.
ANCHORS @ 24" MAX. O.C.
N. VENICE, FL 34Z75
(941) 4604WO
CERT. CPAUTN. d28W
V
2-TRACK JAMB W/
to SCREEN TRACK
(6063-TB AL)
1.872°
0.062" 1.019"
0,081"
SCREEN
40 STILE
(6063-T6 AL)
5.069"
)+ 1.045"
1= D.062°
Oto 2-TRACK
JAMB e$CREEN
TOP RAIL
(6063 T6
AL) (6063-T6 AL)
17 4-TRACK JAMB
(6063-T6 AL)
ERIES 770 ALUM. SGD - LM IMPACT
.arose emus sine a�.eaaa
saD7711 AR'S 1 21 122 1 POT0130
it t� - 0.875"
1.993-"+I
i 0.062"
SCREEN
46 BOTTOM RAIL
(6063 T6 AL)
PRODUCT REVISED
as complZins with the Florida
Building Code
NOA'No. 17-0420.12
Expiration DatoO217/2020
t} NO.58705 6P`
CA
A. LYNN MILLER P.E.
P.E.B 58705
0.718" 0.83" 3.802' -�j
EA 3.802" 2.304" 0.76T I�
0.752"F 1.163"� 0.885°
0.574" 0.796"
0.062" -1 0.080" 0.062"
0.264° 0.075"
0.233" 0.062"
OFRAME SILL P-HOOK MOUNTING P-HOOK SCREW
SCREW COVER 11 TRACK z6 P-HOOK 2e ADAPTOR 29 COVER 0.080" ao P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6063 T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-TB AL)
155" J 2.30"W1.4181181'0.080'
il
%=!.0800°
.016"
1.974"
2.,
31 135' CORNER 32 135' FIXED MOUNT
(6063-T6 AL) (6063-T6 AL)
3.979"
0.075°
1.645"
0.125""
OSTANDARD ASTRAGAL
(6063-T6 AL)
1.003"
0.757"
0.050"
0.080
-FIXED
195 PANEL CLIP
0.709"
(6063-T6 AL)
n
U
.650"
-►I 0.863
0.709`
173 FIX D PANEL
RETAINER, 718'
0.080" -1
(6063 T6 AL)
(FIXED PANEL .
t99
RETAINER, 9I16°
(8063-T6 AL)
NO
4°
0.062"
j1.600
I- 3.125" ` I
0.281" -►I 1-
HEAVY DUTY ASTRAGAL
(6063--T6 AL)
90 STANDARD STILE
(6063 TB AL)
4"
0.133" 1.600
F+- 3.125'
et HEAVY DUTY STILE
(6063-T6 AL)
1.739" --1
0.06T
1.888°
Lj
INTERLOCK
82 AQAFTER
(6063-T6 AL)
-�{ 1.303°
0.325°
0.062"
O65
INTERLOCK
SCREW COVER
(6063 T6 AL)
JI 1.050" (+- 1.050' 1.050"
289" 611° 485°
.045'
3.25' �-
GLAZING 7l16" GLAZING 9H6" GLAZING
99 TOP/BOTTOM RAIL 78 BO 81 PRODUCT REVISED
O O BEAD (I.G,) OSEAD, FIXED BEAD
(6063-T6 AL) 6063-TO AL PANEL CLIP 6063-T6 AL ae complying with the Florida
( ) ( ) Building Code
(6063-T6 AL) NDA-No. 17-0420.12
Expiration Dale02117l2020
A2.826'
4'2.1.498" 0.133" .498'
80°
5.821' 4°
120 90° INSIDE CORNER ASTRAGAL
119 90' OUTSIDE CORNER ASTRAGAL (6063-T6 AL)
9990' CORNER RECEIVER (6063T6 AL)
(6063-T6 AL)
x VEWCE, FL SW5 bX I KUSIUNS
(941)4804600
CERT. OFAUTH. 9 =0 SERIES 770 ALUM. SGD - LM IMPACT
cawruaeramr
son rro NTS 22 22 1 PGT0130
• t,10ENSf •. �(� �
* No.58705�
71GNAL E�
A. L11I4XI.Ltk% b,E
P.EA58705
SCANNO
MIAMi-DADS 13Y MIAMI-DARE COUNTY
St Lucie Sul PRODUCT CONTROL SECTION
IneowDEPARTMENT OF REGULATORY AND ECONOMICRESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.m;amidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami' Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ). i
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product
Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Lone.
DESCRIPTION: Series "SH-700" Alumin u m Single Hung Window — L.M.L
APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1
through 11 of 11, dated 09/01/05, with revision G dated 06/06117, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large ands Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.,
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.17-0630.08
I
Expiration Date: March 26,2021
Q Approval Date: November 30,2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. �05-1018. 01 and 07-0322.06)
2. Drawing No 4040-20, titled "IAlum. Single Hung Window, Impact", sheets 1 through
1 I of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, -Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No.16-0714.06)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 2.W-94
2) Uniform ;Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
..4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No., 07-032Z06)
3. Test reports on: 1) Air Inf ltration Test, 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 an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4958 and. FTL-5063, dated 10/03/06 and 11/21/06, both signed and
sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No; 07-0322.06)
JAM. U � 9:; � -
Manuel er P.E.
Product Contro Ex iner
NOA No.-0630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
B. TESTS (CONTUIWED)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic W�nd Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No.1054018. 01
5. Test reports on: 1) Large Mnssile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4649 and VTL4723, dated 08/11/05 and 10/05/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No.i OS-1018.01)
6. 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) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with marked -up dravwings and installation diagram of an aluminum single hung
window, with fm frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NOA No.. 05-1018.01)
7. 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 an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
( Manfiel er P.E.
(� Product Contr 1 Exaininer
NOA No. 7- 30.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
I. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014) and FBC W i Edition (2017), dated 06/22/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
I
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.15-1201.11 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on
05/21/21.
2. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC
6ch Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Reports No. FTL4957, YU 4958 and FTL-
5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and
sealed by Edmundo Largaespada, P.E.
(Submitted under NOANo: 07-032Z06)
4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648,
FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory,
Inc., dated 08110/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous'NOA No. 16-0714.06)
G. OTHERS
1. Notice of Acceptance No.16-0714.06, issued to PGT Industries, Inc. for their Series
"SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and
expiring on 03/26/21.
nu r z, P.E.
Product Co rol E aminer
NOA-0630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-3
GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)
A. 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL® PVB (BY KURARAY AMERICA, INC.)
OR .090" SAFLEX 1PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
B. 511 6"LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8- HEAT STRENGTHENED GLASS WITH A
.090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
C. 5116"LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A
.090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
D. 7116' LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL® PVB (BY KURARAY AMERICA, INC.)
OR .09W SAFLEX ® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E. 7/16" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A
.090" KURARAY TROSIFOL "PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEXG PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.)
OR .090" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
G. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A
.090" KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLW PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
H. 13/16"LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE
OF 1/8' HEAT STRENGTHENED GLASS WITH A.090" KURARAYTROSIFOL° PVB (BY KURARAY AMERICA, INC.)
OR .090- SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
I. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS
WITH A .090" KURARAY TROSIFOL KURARAY AMERICA, INC.) OR .090" SAFLE a PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
J. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A
.090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLW PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
K. 13116"LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE
OF 3116' HEAT STRENGTHENED GLASS WITH A .090' KURARAY TROSIFOL PVB (BY KURARAY AMERICA, INC.)
OR .090" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
L. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIRSPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS
WITH A .090" KURARAY TROSIFOL -PVB (BY KURARAY AMERICA, ING) OR .090"- SAFLEX° PVB-INTERLAYER (BY EASTMAN CHEMICAL COMPANY) _
M. 13/16"LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A
.090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLW PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES 1-3, SHEET 3)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
CODES I STANDARDS USED:
.2017 FLORIDA BUILDING CODE (FBC), OTH EDITION
:2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
�AST14 E1300.04
-ANSI/AFBPA NOS-2015 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL. ADM-2015
-AISI S10042
-AISC 360-10
NOA DRAWING MAP
SHEET
GENERAL NOTES.............1
GLAZING DETAILS ............
2
DESIGN PRESSURES.......3
ELEVATIONS .....................
4
VERT. SECTIONS .............
5
HORIM SECTIONS............
5
PARTS LIST .......................
6
EXTRUSIONS ....................
7
CORNER DETAIL ..............
7
ANCHORAGE ....................
8-11
Matedal
Min. Fy
Min. F
Steel Scn:w
92 ksi
120 ksi
Eloo UltraCorM
155 ksi
177 ksi
410 SS Elco CleteFlexO
127.4 ksi
189.7 ksl
6063-75Aluir nur
-16ksi-
22 ksi-
A36 Steel
36 ksi
56 ksl
Gr. 33 Steel Stud
1 33 ksi
45 ksi
4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
S. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL4647, FTL4648, F714649, FTL-4650, FTL-4651, FTL-4723, FTL4957, FTL-4m AND FTL-5063.
ANSI/AFBPA NOS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
10, FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED.
" N. VENICE, fL34275 GENERAL NOTES
(941)480-1800 4
CERT. OF AUTH. #2929s ALUM. SINGLE HL
Shim I NTS I 1 u 11
PRODUCT REVISED
0 eomplyba with ft Mama
80d'v.g Code
V \11111111 /'Tf
LTIVIV
* ` �No. 58703
� Q 8TA OF
its o```
IMPACT 7O, fillNAL IE�`
I- A. LYNN MILLER, P.E.
4040-20 G FL P.E.# 58705
Part#
Description
Material
71
Kommeding 4SG TPS Spacer System
See this
Sheet for
72
Quanex Super SpacernXrwith Hot Meh Butyl
73
Quanex Duraseal Spacer
Materials
74
Canilnal XL Edge Spacer
rccrcrtcm.c
AT STRENGTHENED GLASS ±jjj= 3/16" ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER
AT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS
7/16" LAMINATED
5/16" LAMINATED GLASS 80,81 or 82 7/16" LAMINATED GLASS 83,84 or 85
71_74 71-74 a EXTERIOR INTERIOR
_ 1 (ALL SECTIONS)
„PVB. _
KURARAY TROSIFOL
112" NI 1/2" NOM. PVB INTERLAYER
GLASS BITE 46 or
GLASS BrrE SAFLEX PVB INTERLAYER BY
- - — -- - -- EASTMAN.CHEMICAL.COMPANY-
70 38 70
1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB INTERLAYER
1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS
5/16" LAMINATED 7116" LAMINATED
AIRSPACE AIR SPACE
1/8" ANNEALED OR TEMPERED GLASS 1/8" TEMPERED GLASS
13/16" NOM. 13/16" NOM.
13/16" LAMI IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13/16" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91
STRUCTURAL
JLYISOBUMENE
WITH DESICCANT
EXT. GLASS
SILICONE
STRUCTURAL
SILICONE
�,-1/4"NONE FOAM
WITH
I>. DESICCANT
JEXT. GLABS—v
'—INT. GLASS
KODISPACE T: SUPER
T, 4SG TPS SPACERIWNXT"
T BUTYL
16' NOM.
BUM &
DESICCANT
FOAM
EXT. GLASS---,
°m I PCLYISO-
BUTYLENE
SEAL
ROLL -
FORMED -STAINLESS STEEL
G,U,- - `INT. GLASS
T3
DURASEALO
SPACER
170 TECHNOLOGY 11
N. VENICE. FL 34Z/5
(94,)48a-,60D
CERT. OF AUTH. AE9786 ,
OCT. GLASS—
DESICCANT FILL AREA
6116" NON.
S ,CONE SEAL
`INT. GLASS
74XL EDGE""
SPACER
GLAZING DETAILS
ALUM. SINGLE HUNG WINDOW, IMPACT
agree s.lr one c"wb-
SMoo Full 2 a 11 4040.20
NOTE:
LAW IG OUTBOARD
LITES MAY BE
UPGRADED TO 3116"
WITH NO CHANGE IN
DESIGN PRESSURE.
PRODUCT REVISE!
.s complying with Ere Florida
Building Code ,,, _ , ,
`P� . VCENSF •.• (� ��
* . No. 58705
�0 �• � (� e2,2. l �, a
STA
A. LYtf OAIIL�R, P.E.
FL P.E.# 58705
III FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTIO
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSION
WIDTH GLASS TYPE 63" 66" 68"
48"
A,B,M
+60.0
-80.0
+80.0
-80.0
+80.0
60"
A,B,M
+60.0
-80.0
+80.0
-80.0
+60.0
62"
A,B,M
+80.0
-80.0
+80.0
-80.0
+80.0
63118"
A,B,M
+80.0
-80.0
+80.0
•80.0
+79,6
UPTO63118"
C,D,E,F,G,H,I,J,K,L
+60.0
-80.0
+80.0
-80.0
+80.0
TABLET
72" 74" 76"
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 38 3/8" 44" 50 618" 1 63" 72" 74"
TABLE 2.
76"
49"
A,B,M
,+80.0
-80.0
+80.0
-80.0
+80.0
-00.0
1 +80.0
-80.0
+.70.0
-70.0
+70.0
1 -70.0
+70.0
-70.0
60"
A,B,M
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+79, 9
-79.9
+70.0
-70.0
+70.0
-70.0
+70.0
-70.0
62"
A,B,M
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+76.9
-76.9
+70.0
-70.0
+68.8
-68.8
+67.6
-67.6
631/8"
A,B,M
+80.0
80.0
+60.0
-60.0
+80.0
-80.0
+75.0
75.0
+68.0
-68.0
+66.7
-68.7
+65.5
-65.5
UP TO S31/8"
C,D,E,F,G,H,I,J,K,L
+80.0
80.0
+B0.0
-80.0
+80.0
70.0
+80.0
-80.0
+70.0
70.0
+70.0
-70.0
+70.0
-70.0
:USTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE
IASED ON FLANGED WINDOW TIP TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75"INTEGRAL FIN)-
WIDTH GLASS TYPE 171/8" 1 2211/16" 1 28 3116" 1 33 3/4" 1 39 6/16" 4413116" 1 50 3/8" 5516116"
63118" D,E,F,J,K,L4 +80.0 1 -80.0 1 +80.0 1 -80.0 1 +80.0 1 -80.0 1 +80,0 1 -80.0 1 +70.0 1 -70.0 +70.0 1 -70.0 1 +70.0 1 -70.0 1 +70.0 1 -70.(
GLASS TYPES:
TEST REPORTS TABLE 4.
A. 5/16" LAM[ - (1ff&.090,1/8"A)
FTL4647, 4648, 4723,.4957
B. 5/16" LAM[ - 1/8"A,.090,1/8"HS)
FTL-4647, 4648
C. 511V LAMI -(1/8"HS,.090,1/8"HS)
FTL-4647, 4648
D. 7/16" LAM[ - (3116"A,.090, 3/16"A)
FTL-4645, 4885
E.7/16" LAMI -(3/16"A,.090, 3/16"HS)
FTL-4645
F. 7116' LAMI - 16"HS,.090, 3/16"HS)
FTL-4645
G. 13116" LAMI IG -1/8" T, AIR SPACE, 5116" LAMI-(1/8"A,.090,1/8"A)
FTL4646, 4723
H. 13116" LAMI IG -1/e" T, AIR SPACE, 6/16" LAMI - (1/8"A,.090,1X'HS)
FTL•4848
L 13/16" LAMI IG -1/W T, AIR SPACE, 5/16" LAMI-(1/8"HS,.090,1/8"HS)
FTL-4646
J. 13116" LAMI IG -1/6" T, AIR SPACE, 7/16" LAW - (3/16"A,.090, 3/16"A)
FTL-4649, 4650
K. 13/16" LAM[ IG -1/0" T. AIR SPACE, 7/16" LAMI - (3/18"A,.090, 3/16"HS)
FTL-4649, 4650, 4958
L. 13/16" LAMI IG -1/8.1 T, AIR SPACE, 7/16" LAMI - (3/16'HS,.090, 3/16"HS)
FTL-4649, 4650
M. 13116"LAMI IG-1/8"A, AIR SPACE, 5/16" LAMI-(1/8"A,.090, 1/8"A)
FTL-5063
MEETING RAIL
HT.
11H
t -i
"O"
HT. MEETING RAIL
'X" SgSH
_ W HT.
*O" MINUS
SASH -
HT. HT.
1 MEETING RAIL
J� "X" SP SH
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS.
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM.
4. GLASS TYPES C, G. H, AND I MAY BE USED IN SASH ONLY
S. REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP 1010 TECHNOLOGY DRIVE �®
LIMITATIONS. N. VENICE. FL 34275 DESIGN PRESSURES
(941)480-1500
rm "oB mmu CERT. OFAUTH.M290 ALUM. SINGLE HUNG WINDOW, IMPACT
JR OWN17 O NOCHANGESTWSSHEET. a.�seae atys max mrmw
oorm�oertamn
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FONT L.r#Y/U
No. 58705
v�
s'NN F��RIDP•. •'G�l`:
��NALIENI�`�
A. LYMILLER, P.E.
FL P.E.# 58705
531/8" MAX. FLANGED WIDTH
521/8" MAX. I.F. WIDTH
49 618" MAX. FIXED D
DLO (ALL) '1 D -
75 AX. — — MAX.
SEE TALE O j D—J HEIGHT SEE DLO / A HEIGHT SEE DLO
DE O C HEIGHT
B
TABLE O / — /
76' MAX. 76" MAX. L 76" MAX.
FLANGED FLANGED FLANGED
8 7
HEIGHT HEI HT HEIGHT
SEE DLO 3X.
"]
TABLE X / MAX. S E SEE DLO X S E
(MAX-)/ HEIGHT SH STABLE X j NO E 4 TABLE / NO E 4
48114" MAX.
VENT DLO (ALL)
DETAIL A
1 /1
B�
SEE DLO
TABLE O j
SEE DLO+ ABLE
75" MAX.
I.F.
HEI HT
SEE
TAI
76" MAX.
FLANGED
HEI HT
20'
SASH SEE OLO
HEIGHT
B—j
DETAIL D
VIEW (CUSTOM SASH)
DETAIL B
VIEW (STANDARD SASH)
O j
X
E Wit_
J 75" MAX.
I.F.
E —J HEI HT
76" MAX.
FLANGED
HEI HT
20"
SASH
HEIGHT
DETAIL E
RADIUS TOP (CUSTOM SASH)
NOTES:
1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 8 & C) ARE BASED ON A THREE OVER TWO FORMAT
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)480_1600
JR� QB10BH7 O NO CHANGES THIS SHEET. CERT.oFAt1TH.H28298
wrmiGRremn
T 1—p,� 1b16 PGi dGU5laFCi,NC.
F.K. 9/fA)5 J.J. 223lD7 1nu. an;manesP9vm
DETAIL C
RADIUS TOP (STANDARD SASH)
WK SINGLE HUNG WINDOW, IMPACT
SH700 I NTS 4 - 11 ra 4040-20
PRODUCT REVISED
Gs complying wilb d. Fbxila
Building Code
Acceptance
Eacpirntion Date /�21
VIC
By
Mini ado `R'o(Iµ4nN /7
*� Na 58705
,�'•• STATED `
ID
fitIVAL I0NG`�,
A. LYNN MILLER, P.E.
FL P.E.# 58705
I�-2.784"—1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS, (1) 6- FROM EACH SIDE OF SASH. 26 27 NOTE: BALANCE PARTS USED
1 MAX. VENT DAYLIGHT OPENING BASED ON SASH WEIGHT
INSIDE INSIDE
� 9,1U,11,15,16
F�::
MAX.
FIXED
LITE
DAYLIGHT
OPENING
OUTSIDE
VENT
DAYLIGHT
'r$
SECTION B-B
(LOW SILL SHOWN)
CHANGES THIS
2?/0�
7, 8 OR 1-1
III/ �u i �.0���
OUTSIDE
--MAX. FIXED LITE DAYLIGHT OPENING
r MAX. WIDTH
SECTION A -A
INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE
HIGH
SILL
49 HIGH SILL
l► 'Lmill
•LOW SILL
HEAD — _ JAMB OUTSIDE
f�-2.1710'7I.F. FRAME�
� II
OUTSIDE I
z.1a(HIGH SILL)
52 (Low u SILL)
SEE NOTE ABOVE t
ULTRALIFTULTRALIFT
ONLY ONLY
ALTERNATE HIGH SILL
1070 TECHNOLOGY DRIVE
N. VENICE. FL 34275 SECTIONS
(941) 4904600 me
CERT. OF AJTH.#29290 ALUM. SIN
vm inoum-% W. SH700
AIL wnms RES:T'm
PRODUCTR&VISM
w complying witaltm FImate
Building Code .- — _ — _
V
` * No. 58705 _
SECTION C-C
RADIUS TOP
(HEAD DETAIL - FLANGED VERSION)
J� •
TE
O ���;
UNG WINDOW, IMPACTi�NAL111ENr`�
�JIILLER, P.E.
vme
5 a 11
o.•m.raLYNN
4040-20
G
FL P.E.0 58705
ITEM
DING*
DESCRIPTION
PGT#
1
4002A
FLANGE FRAME HEAD
612225
2
1155
#8 X1.000 QUAD PN. SMS
781 PQA
3
4003C
FLANGE FRAME SILL (LOW SILL)
612226
5
1626
ADHESIVE OPEN CELL FOAM PAD
7PAD1626
6
4004
FLANGE FRAME JAMB
612227
7
4025
SASH STOP
612244
8
4025
SASH STOP (EGRESS) 1.126 LONG
612244
9
4029
SPIRAL BALANCE, 318", 5B", OR 11/16"
10
1080
BALANCE COVER, 3/8" OR 518"
6BALCVR916
11
#8 X.760 PH. PN. SMS
7834AA
12
BALANCE BOTTOM BRACKET
7BAL7BKT
13
1085/1086
SASH TOP GUIDE
42504
15
#8 X 1 PHILLIPS FLAT HEAD S. STL
78X1 FPAX
16 1
1080-1
BALANCE COVER,11/16"
6BALCVR670
17
4053
SASH STOP COVER
64053
18
4029-1
SASH BRACKET
7ULBRKT
19
#8-32 X12"LG.PH. FH.TYPEF S.STL
7832X12FPFX
21
40540
FD(ED MEETING RAIL
64054C
23
4006C
SASH TOP RAIL
64006
25
1235
VHSTP.,.170 X.270 BACK, FIN SEAL
67S16G
26
1096
SWEEP LATCH
71096
27
1016
#8 X.625 PH. FL. SMS
7858
28
4007
SASH BOTTOM RAIL (LOWSILL)
612230
30-
- 1226
V15TP.,.BULB VINYL _ _ _
STP249
31
4008
SASH SIDE RAIL
612231
34
1258
SASH FACE GUIDE
42501
35
1622
LAM SETTING BLOCK 3/J2"X25B4"X1"
71622K
36
1052
LAN IGSETTING BLOCK I"X3/4"X1/16"
71052K
37
1224
VINYL GLAZ BEAD BULB (THICK)
6TP247W,K
38
1225
VINYL GLAZ. BEAD BULB (THIN)
6TP248K
41
4039B
GLAZING BEAD, 5/16 LAM. GLASS.
64039E
42
4044B
GLAZING. BEAD, 5/16 LAM W/GRILL KIT
644703
44
4222A
GLAZING BEAD, 7/16" LAM
64222
45
985C
GLAZING BEAD, 7116" LAM W/GRILL KIT
6985
46
4067
GLAZING BEAD,13/16" LAMI I.G.
64067
47
4071A
FRAME, I.F. HEAD
64071
48
4072A
FRAME, I.F. LOW SILL
64072
49
4073A
FRAME, I.F. HIGH SILL
64073
50
4074B
FRAME, I.F. JAMB
64074
52
4009
SILL LATCH (EGRESS) (LOW SILL)
164009
53
1088
SPRING, SILL LATCH (EGRESS)
7SPRNG
54
2740
SILL LATCH (EGRESS) (HIGH SILL)
62740
55
1014
SCREEN FRAME (HOR. & VER.)
61014
56
1630
SCREEN CORNER KEY WIRINGS
71630
57
1631
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71631
58.
1073
SCREEN SPRING
7CASP
59
1624
SCREEN SPLINE-.135 DIA FOAM
61624K
SHEET.
N. VENICE, FL 3405
(641) 480-1600
CERT.0FA11TH.#2 M6
60 1635 SCREEN SPLINE-.135 DIA HARD ale lots
61 1 ISCREEN CLOTH 61816
63 1 505 IGLAZING CHA,NNEL(.688X.500) 6533402
64 1161 #6 X 1.000 PH. BUGLE TEK 706X1
67 GLAZINGTAPE, 1/16 XM-7116 LAMI 62BV1510
68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051
69 4050A FLANGE FRAME SILL (HIGH SILL) 64050
70 SILICONE, DOW791, 899, 995 OR GE 7700
80 A GLASS, 5/16" LIMA, (1B"A,.090 PV8,11&'P)
81 B. GLASS, 5/16" LAMI, (118"A.090 PVB,iB"HS)
82 1C. GLASS, 5116" LAM, (1B"HS,.090 PVB,1B'HS)
83 D. GLASS, 7/16" LAMI, (3116"A,.090 PVB,3/16"A)
84 E. GLASS, 7/16" LAM, (3/16"A.090 PV13.3/16W)
85 F. GLASS, 7H6" LAMI, (3/16"HS,.090 PVB,3/16"HS)
86 G. GLASS,13/16" LAM IG;1/8'T, AIR SPACE, 5/16" LAM, (1/8"A ,090 PVB,1/8"N
87 H. GLASS,13/16" LAM IG;1B T, AIR SPACE, 5/16" LAMI, (1B"A,.090 PVB,1B"HS)
88 1. GLASS. 13/16"LAMI IG;1/87, AIR SPACE, 5/16"LAM, (1B"HS,.090 PVB,1B"HS)
89 J. GLASS, I3116" LAMI IG;1/8"T, AIR SPACE, 7/16"LAM, (3/16"A.090 PVB,3/16"
90 K GLASS ,13/16" LAM IG;1B"T, AIR SPACE, 7/16" LAMI, (3/16 A.090 PV3,3116"HS)
91 IL GLASS. 13/16" LAM IG:1B"T. AIR SPACE, 7116" LAME, (3/16"HS,.090 PVB,3/16"HS)
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070 TECHNOLOGY DRIVE
N. VENICE. FL 34275
(941) 480-16M
CERT. OF AUTH. #29296
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.050-+-IL.678
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ANCHOR QUANTITIES FOR Ill FLANGED WINDOWS TABLE &
WINDOW HEIGHT
SUBSTRATE: 28.603 1 34.603 1 40.603 46.603 52 603 1 58,603 1 64.603 76.000
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1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275 ANC
(941) 480-1600 Tps
SHEETCERT. OF AUTH. #29296 ALU
R:T _a;�'_
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1-1/4" ELCO ULTRACONS OR #12
SCREWS INTO METAL
2 -1/4" ELCO SS4 CRETE-FLEX
3 - #12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWIING DIMENSIONS.
HEAD-181/2" MAX. FROM TOP CORNERS
JAMBS - 17 1/2" MAX. FROM TOP CORNERS
15" MAX. FROM BOTTOM CORNERS
6" MAX. BELOW MTG. RAIL
SILL -ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1" LESS.
5, DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
— REQUIREMENTS. -
TABLE KEY:
MAX. PSF
1DP LMTED) 118
HEAD 2
JAMB ABOVE 2 3
MTG. RAIL
JAMS BELOW
MTG. RAIL
(FULL DP)
HEAD 2
JAMB ABOVE 2 3
MTG. RAIL
JAMB BELOW
MTG. RAIL
SEE TABLE 1 FOR
FULL DP
IE SPACING, 1/1 WINDOWS
ALE HUNG WINDOW, IMPAC
;Ts d 1 i 1 400-20
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FL P.E.# 58705
ANCHOR QUANTITIES
FOR
STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6.
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 -1/4" ELCO'ULTRACONS.OR #12
WINDOW HEIGHT
SCREWS INTO METAL
SUBSTRATE:
ANCHOR TYPE.
2.1 /4" ELCO SS4 CRETE-FLEX
3-#12SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD -18 V2" MAX. FROM TOP CORNERS
JAMBS -17 1!2° MAX. FROM TOP CORNERS
15"MAX. FROM BOTTOM CORNERS
V' MAX. BELOW MTG. RAIL
SILL -ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1" LESS.
5. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLD ITALICIZE VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
11 FOR L SUBSTRATE
6 SEE NOTE 4 SHEET _- TA B
REQUIREMENTS.
29.655
37.155
44.655
52.155
59.655
67.155 1
74.655
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2!2
1 _._
2:2
1
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1
___._...._.r__
2;2
1
212
1
.__�...,.
212
1
-_
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1
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1
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2.2
1
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._ 1
3312
1 ...
2.2
1
_ .._....__
312
1
3'2
1
_ 1_......._1_.
2;2
1
3 2
32.000
PSF
68
77
C,D,E,F,G,
H,I,J,K,L
1
1 1
1
_,_
1; 1
1
1 1
1
_ _._
2 2
1
-
2.2
1
_......_
2 j 2
1 ....._.,._.
213
1
212
1
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212
r_ 2
3 3
1
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2 2
1
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2
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1
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4# 3
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ABM
1
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212
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213
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2
3 i 3
1
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1
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3, 3
1
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1
212
1
313
1
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4 i 3
1
--
312
1
4 i 3
1
i
4: 3
1
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1
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3Z000
PSF
59
L
67
79
A.D,E,F,G,
H,I,J,K,L
1_
1 1
1
1�1
1
7 1
2
2 2
1
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1
2;2
2
2!3
1
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22
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2
--'.
33
1
--•--
212
2
.._.r__.
313
2
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3i3
1
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3:3
2
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4':,3
2
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3'3
1
—
3;2
2
— ...
3'3
2
— ....
4;3
1
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3�
2
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4c3
2
4;4
1
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32
2 ..
4 3--
A,B,M
1
_
1
:"F.-
1
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2
1
�,
1
2
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1
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2
nin
2
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1
9i9
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2
nia
1
n
2
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1
q 9
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did
312
433
40.000 H,I,J,K,L 1111 ill 1 1 2 2 2`2 2!2 213121213131313 2121313141313131413 3131313143 4!a 3!s 4!'s a!a als Ala TABLE KEY:
2 2 2 2 2 2 2 2 2 2 2 2_ 2 2 2 2 2 2 2 _2 2 2 _2 2
A,B,M 1 1 1 1 1 1 2 2 2 2 2!2 2 3 2 �2 313 3 3 2� 2 3' 3 4 3 3 3 3 3 3 3 3 Z 3 414 3.
3 4TS 4 4 3' 3 5i 3 MAX PSF
PSF 49 79 56 79 79 � LIMITED) 117
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1.2 2 2 2 2 HEAD 3
44•00D H,I,J,K,L 111111 22212223i31.2i23i334233j34i4313434!43;34T34443l343443;3514 JAMBABOVE3 3
A,B,M 2 2 2 2 _2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 _2 2 MTG. RAIL moDuarREVUED
1111111 ill 2 2 2i2 2 2 3i3 212 3?3 3;4 2F3 3T3 4 44 3 3 4i3 4 4 313 413 4 4 3;3 4;3 4';4 3�3 5,4 JAMB BELOW nscom plying w)th4m Fad
PSF 45 74 51 74 79 79 Ac ldog Code
MTG. RAIL Beep anrnTio ! -D 0.Ob
C D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 F.. imC' Date Zi
48.000 H,I,J,K,L Ili ill 111121 2 2 2 2 2 3 3 2i2 33 3 4 3i3 313 4j4 3{3 4:4 4E4 3�3 44 4i4 4'3 5d 4r4 4`3 514 FULL DP ay
2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2_ 2 3 2 2 HEAD . 2 Miami ade ProddCE
A,B,M 4 1 1 1 1111212 22 2 2 3 3 2t2 3'3 34 3{3 3�3 44 3'3 4`4 4!4 33 4;4 4!4 4T3 5?4 44 4`3 5r4 JAMB ABOVE 2 2
41
PSF 41 87 46 67 76 79 MTG. RAIL �.`�tOp)Y LY(yH7j'��,�
C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3- 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB BELOWttCENSF����
53.125 H,I,J,K,L 1 1 1 1 1 1 2,2 2'2 2.Z 3 3 3'3 3!3', 4 31:3 4;4 4:4 3,3 4 4 4 4 3'3 4 4 5'S 4;3 5:4 5!5 4'3 5'4 MTG-RAIL
2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 SEE TABLE 2 FOR No. 58705 -
A,B,M-._..._ _...._.._ ;........_,._._ -.._.__,........._..__.._..,.......__...._......,._ _... .._.. _. ._..__...._._ _. _... FULL DP
1 1 1 1 1 7 2 2 2?2 2 2 3 3 313 3i3 4�4 313 4 4 4!4 313 4i4 4;4 3 3 4;4 5 4 413 5`4 5 4 4i3 5 4
1070 TECHNOLOGY DRIVE �' .sc
g
- N. VENICE, FL 34275 ANCHORAGE SPACING, STANDARD VIEW F <oqo ..••'•�?,`
(941)4ea160o ms % s G
cERT.GFAUTH.429M ALUM. SINGLE HUNG WINDOW, IMPACT 'i�, SONq ENt�`
S ' ;�j
lR 08A>6%7 G NOCHMS.ES7NSSHEEI: Covmlenr0= �a °Pia° a"a^b• — A. LYNtij � LEA, P.E.
er• axs aa*ee r>aw �r s•wC• j�2r SH700 NTS 9 d 11 4040-20 G FL P.E.# 58705
F.K: 7/28/05 J.J. Z/23/07 nu alcxrs aFsmvm
ANCHOR QUANTITIES
ABOVE MEETING RAIL HEAD & JAMBS
CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7.
WINDOW HEIGHT
MINUS SASH HEIGHT FROMTABLE
B.
SUBSTRATE:
17.125
22.668
28.211
33.754
39.296
44.839
50.382
55.925
ANCHOR T7GA
E:M�):'
0
ON
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WIDTH
Sz"'O
YP0
19125
D,E,F,J,
K,L
1
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1
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1
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24.000
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1
1
1
1
1
1
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1
2
1
2
1
2
1
2
1
2
1±2-
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3
2
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32000
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1
1
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1
2
2
3
1
2
1
3
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3
1:
3
1
2
1
3
1
4
1
3
1
4
1
4
3
1K,L
4
5
3
5
PSF
79
37.000
D,E,FA
K,L
1
1
1
1
1
1
2
2
1
2
2
2
3
1
2
2
3
2
3
1
3
2
4
2
3
...1...
3
2
3
2
4
1
3
2
4
2
4
1
4
2
5
2
5
1
4
2
5
2
PSF
79
79
79
79
40.000
D.E.F.J,I.
K,L
2
2
1
2
1
2
2
2
2
2
2
2
3
2
3
2
3
2
4
2
3
2
4
2
4
2
3
2
4
2
4
2
3
2
5
2
4
2
4
2
5
2
5
2
4
2
8
PSF
79
76
79
77
79
79
79
44.000
D,E,F,J,
K,L
2
2
2
2
2
2
2
2
2
2
2
2
2
4
2
3
2
5
2
4
2
3
2
5
2
5
2
4
2
5
2
5
2
4
2
6
1
1
1
2
2
2
3
3
3
4
4
4
PSF
78
79
70
79
79
71
79
73
78
48.000
D,E,F,J,
K,L
2
2
2
2
2
2
2
2
3
2
3
3
4
2
4
2
4
2
5
2
4
2
5
3
5
2
4
2
6
3
5
2
4
2
6
3
6
2
5
2
6
1
1
1
2
2
2
3
PSF
71
79
63-
71-
79
64-
74
-66-
-77--
53.125
D,E,F,J,
K,L
2
2
2
2
2
2
3
2
2
3
2
4
3
3
..._....
5
2
_.......__......
4
3
5
3
6
2
- ..
5
3
3
6
2
5
3
_.._...._.
7
3
6
2
5
3
7
1
1
1
2
2
2
3
3
3
4
4
6
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLE 8.
SASH HEIGHT
SUBSTRATE.
12.775
15.776
18.776 1
21.776
24.776
27.776
1
30.776
31.106
ANCHOR TYPE.
M O
N
N Z
o
U
? O
N 9
o
115}
OO
7
Z❑
o
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Z-Z
Q
0
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WINDOW
WIDTH
19.125
1
1
1
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
24.000
21
1
1 1
2
1
2
2
2
2
2
2
2
2
2
2
2
2
1 2
3
2
2
3
2
2
32.000
2
1 1
1 2
2
2
2
3
2
2
3
2
3
3
2
3
3
2
1 3
4
2
3
4
2
3
78
37.000
2 1 2
2
2 2
3 2 3
3 2 3
3 3 3
3 3 3
4 3 3
4 3 4
74
40.000
2 2 2
2
2
2
3 2 3
3 2 3
3 3 3
4 3 3
4 3 4
4 3 4
68
76
44.000
2 2 2
2
2
2
3
2 3
3 3 3
4 3 3
4 3 4
5 3 4
5 3 4
63
72
79
48.000
2
2 1 2
2
2
2
3
2 3
1 4 1 3 1 3
1 4 1 3 1 4
4 1 3 1 4
5 3 4
5 3 4
73
58
66
72
53.15
2
2
2 2
2
2
2
3
3 3
4 1 3_1 4
1 4 1 3 4
1 5 1 3 1 4
1 5 1 3 1 5
5 3 5
CHANGES
)70 TECHNOLOGY DRNE
N. VENICE, FL 34275
(941)450-1500
CERT. OF AUTH. M2W
CO IGHT—
PGT—usTHE'Sm
u� wcHTs �xho
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 -1/4" ELCO ULTRACONS OR #12
SCREWS INTO METAL
2 -1/4" ELCO SS4 CRETE-FLEX
3 - #12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING
DIMENSIONS:
HEAD - 18 1/2" MAX. FROM CORNERS
JAMBS-171/2" MAX. FROM TOP CORNERS
11 1/2" MAX. ABOVE THE MEETING RAIL
6" MAX. BELOW MTG. RAIL
15" MAX. FROM BOTTOM CORNERS
SILL - ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
VIEW WINDOWS FROM TABLES 7. AND 8. USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW.
4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
WINDOWS ARE 12 5/8' MIN. TO 38" MAX.
5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
1" LESS.
6. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD
ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FOR THE RESPECTIVE SIZE AND GLASS
TYPE IS AVAILABLE.
7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQS.
TABLE-7.-KEY` - - ----
MAX PSF SEE TABLE 3 FOR
(DP LMTED) 112 FULL DP
HEAD 2
JAMB ABOVE 2
MTG. RAIL
FLU—
HEAD
2
JAMB ABOVE 4
MTG. RAIL
TABLE & KEY: PRODUCTPEVLSED
- complying with dw Florida
MAX. PSF Building Code
Aaepl4uc, Nul -Ofn31
(DP LMTED) 112 >
JAMB BELOW 2 By
MTG. RAIL
FULL DP)e
JAMB BELOW 2
MTG. RAIL
SEE TABLE 3 FOR
FULL DP
CUSTOM
ILUM: SINGLE HUNG WINDOW, IMPAC
SH?W NTS 10 d 11 "4040-20
* : NO. 58705
-0
; ;c". - ATE O
�S
"'1,11ONAL ENG,,
A. LYNN A111 2, P.E.
FL P.E.# 58705
NOTES:
1-3/4" MIN. EDGE c] EXTERIOR INTERIOR [� 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY
(ULTRACON ANCHOR) (AL HEAD AND SILL DE(SEE NOTE 2 & 3)
TAILS) WOOD ANCHOR APPROVED 1/4" ELCO ULTRACONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
2-1/2' MIN. EDGE CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 314" FOR ULTRACONS INTO CONC., 2-1Y2" E.D. FOR
CRETEFLEX ANCHOR) (SEE NOTE 1 & 3) WOOD BUCK ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC.
( (SEE NOTE 3) 1" MIN. EDGE 2, FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5),
3.35 KSI MIN. 1/4" SS4 CRETE-FLEX FOR DETAILS B & D OR 0.131"0 x 2-112" COMMON NAILS (F1667 NL CM
CONCRETE .:. • R S-07 Z (8d)) 8d PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10-FIN MOUNTED
• 13/4' MIN. ONLY (SEE DETAILS E, F AND G THIS SHEET)
•'•' e 1 gf8" 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
OPTIONAL 1x
o TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
WOOD BUCK O MIN. INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
(SEE NOTE 3) - '- —�- 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
1MA7( 1/414'" 4. FORIATTACHMENT TO ALUMINUM, THE ALUMINUM SD BY OTHERS OR AS APPROVED BY HALL E A4MINIMUM STRENGTH OF
SHIM SHIM 6063-T5 AND A MINIMUM OF 118" THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS,
INIMUM OF 045"
1-1/4" MIN. EDGE (CMU)-
1.3/4" MIN. EDGE (CONC.)-
1/4-MAX. SHIM..
IIV(
DETAIL A DETAIL B THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A M
THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x
13/4" MIN. EDGE (ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL
[-2-1/2' MIN. EDGE (ULTJCRETEFLEX INTO CMU & CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN
PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAYBE USED.
1 3/8"
MIN.
. 114" MAX. SHIM--{ 444444►►►►►►------
CONCRETE ANCHOR,
FH BELOW MEETING
RAIL. (SEE NOTE 2)
• > 3.35 KSI MIN. CONCRETE
OR 1.5 KSI MIN. CMU
ix BUCK OPTIONAL WITH SOLID CONCRETE OR
CMU SUBSTRATE (SEE NOTE 3)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS.
7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
—T CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
1" MIN EDGE FLORIDA BUILDING CODE.
WOOD ANCHOR,
FH BELOW MEETING
RAIL."(SEE NOTE 2) 4 - -
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
1/4"
5/8" MIN. EDGE
2-1/2" EMBEDMENT
SH
1/4"
WOOD FRAME MAX.
SHIM
O
WOOD FRAME
5/8" MIN. EDGE
.131" DIAL. MIN.
2
x 2112" NAIL,
2-1/2" EM EDMENT
AT CORNERS
.131" DIA. MIN.
AND 5" O.C.
x 21/2" NAIL,
(f
WOOD FRAME
AT CORNERS 1
AND 5" O.C. I
5l8" MIN. EDGE
.131" DIA. MIN.
1/4
x 2 l/2" NAIL,
O
MAX
AT CORNERS
SHIM
AND 5" O.C.
2-1/2" EMBEDMENT
DETAIL F, (HEAD)
DETAIL E, (JAMB)
DETAIL G, (SILL)
TYPICAL INTEGRAL FIN ANCHORAGE
1070 TECHNOLOGY DR- �'a"`
N. "ENICE• FL 34T76 ANCHORAGE DETAILS
tF
ALUM. SINGLE HUNG WINDOW, IMPACT
tm,w,>
7 O REV? 7'DMATCHNEW2017FBCANCHORAGF—
CERT. AUT .92M,
C� .—
y� a.c
2/2=7
� l T I sm
® sH7l10 NTS 11 - 11 4040 20
PRODUCT REVISED
m complying with the Florida
Building Code
A-0taece No 171-m0630. 06
V t11111111/
ONY.•. NAV
� � . 1�OENStc'• ;4� �
*Q . No. 58705
0, 6'
'..• STA OF
ir�ONAL ENG�`.
A. LYNUMILUR, P.E.
FL P.E.# 58705
NED
M IAM I•DADE 13Y MIAMI DADE COUNTY
i St Lucie CODYN 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) www.miamidade.ov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall'not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "PGT" Clipped E k ruded Aluminum Tube Mullion — L.M.1.
APPROVAL DOCUMENT: Drawing No. 630031, titled "Impact —Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C
dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No.17-0630.01
MIAMFFJ,4oe eouty rY J Expiration Date: May 26, 2021
Approval Date: November 09, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10--0819. 05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated ; 08/29/11, with revision C dated 06/19/17, 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 clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), doted 02/28111, and addendum letter dated, 05105111, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA N61.10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511'
Edition (2014) and with FBC 61 Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
I. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None. I
Jorge M. Plasencia, P.E.
Pro du/Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-6' Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance Nod. 16-0218.03, issued to PGT industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I., approved on
04/14/16 and expiring on 65/26/21.
Jorge M. Plasencia, P.E.
P,r4dXnct Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE FOPENING WIDTH FCRVERTICAL MULL --I
MULLIONS / -� SEE DETAILS
A-D,G,H;
SHEETS 2-0
SEEDETAIL4 V III V
ATHRU G; / 1 / III
SHEET32-0
VENT.
MULL
LENGTH
III —
JSEE DETAILS
7AMAL EFTS ;
HORI
MULL SHEETS 24
LENGTH HORIZONTAL
MULL
LENGTH
ARCHES TO BE
INSCRIBED INSIDE
1 SEE DETA
ATHRU G; LS
/ SHEETS Z4
OP MG
HEIGHT
FOR
HORZONTAL
_SEEDETAILE, MULL
SHEET
FENESTRATION
PRODUCTSMAY
-BE OF ANY TYPE
MUSTSE
MANUFACTURED
BY PGT.
GENERAL NOTES:
E
SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE
3�
m
1) DETAILS
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BEL+
I
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED,
GENERALNOTES_....---...-_.•-. 1
INSTRUCTIONS ..._.....-...__— t
yl
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
ELEVATIONS ....... _..-•_...._.-... 1
-.
�y++
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS, MULLIONS
MULL TO2X WOOD..,._.._........... 2
MULL TO IX & MASONRY ...... _...... 2
n�
HAVE BEEN TESTED AS'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION CLIPS, BUT SHALL
INSTALLATION NOTES.._____-. 2
NOT HAVE A GAP OF MORE THAN 1/4° FROM THE CLIP.
MULL TO MASONRY___....-_-- 3
MULL TO STEEL STUD_..__.._..._ 3
N
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
NO MORE THAN.U180. THE V3 STRESS INCREASE WAS NOT USED
MULL TO MULL.._._......-.-...._..__ 3
ALTERNATATE CLIPS._._..__._ 4
o
fA
DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT
EVALUATION OF WOOD SCREWS.
BAY MULL INSTALLATION____._ 4
O
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE
1 X 2 X .125 MULL SPECS._..._.._ 5
In
:.1
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
1 X2X.375 MULL SPECS _.... __6
1 X2.75 X .376 MULL SPECS..---7
Be
�
9
INSTRUCTIONS.
1 X 7-75 X XS MUD. SPECS-.._--8
1 X 3.125 X MO MULL SPECS-__9
Z '�
Q'
S
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
1 X4X.126 MULLSPECS.__.._70
1 X 4X 375TUBE MULL SPECS --II
9
K
LU O
7 F
Do
m
ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
190.375 R' MULL SPECS._..... 11
I--. Q
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
125 X 3.188 Xp86 MULL SPECS,_12
W
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY.
126 X 325 X.100 MULL SPECS_-13
j
W€
m
6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
125X325X.624 MULL SPECS_._14
125 X3� X.624MULLL SPECS IS
?
16
Z
MUST
2 X B X.26 MULL SPECS-...____..17
:3Z
7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS,
126 X2.11 X.125 MULL SPECS_. 18
r
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT
MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
30' X326 BAY MULL SPECS _...._ 18
45• X325 BAY MULL SPECS....._ 20
P3
Z F
Q N
AS APPROPRIATE FOR SUBSTRATE
REACTIONS.
MULLION&CLIPDIMENSIONS..ti. 21-23
F
Q O
Z
0
8) REFERENCE TEST REPORTS: FTG8443; ELCOULTRACONIAGGRE-GATOR NOA•S- - --- -- --- -- ---
EXAMPLES 1 & 2._._......._._....._.24
-LOADING EXAMPLES....__.._.._..2¢
1
-
F'- yl
¢
M
0
o-
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTH(HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONSMULL :
rOPENINGYADIH--I )—HORV- MULL LENGTH--1
'i LENGTHF- II
F =.,TV�n
HEIGHTy FOR
OPISNHEIGT MU� P �' M ULL MIAT � O
SINGLEMULUON SINGLE MULLION FORVERRCALMULL
oPENwcwDni„
'1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE 1 ABOVE
CODES I STANDARDS USED;
*2017 FLORIDA BUILDING CODE (FBC), STH EDITION
.2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
-ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM-2015.
-AISI SIOO-12
•AISC 360.10
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/Ff) FOR THE OPENING USING THE ASCE•7 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR' OR'TRIANGULAR(IRAPEZOIDAL'.
4) FIND THE CHOSEN MULLIONS MULLION CAPACITY(IBS/FT) FROM TABLES 1ATHROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE
MULLION CAPACITY (LBSIFT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LSSIFT') FOR THE OPENING OBTAINED IN
STEP 1).
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MUWON CAPACITY.
6) FROM THE ANCHOR CAPACITY{LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAYAPPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
CAPACITY IS MET.
7) IF THE MULLION CAPACITY (LBSIFT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFT°) FOR THE
OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACffI' REQUIRED. WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
8) VERIFY THE DESIGN PRESSURE RATING (LBSFM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY (LBSIFT2) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
PRODUCT ASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
PRODUCT REVISED
as eomplyIng wlth the Florida
Buildhlg Code
NOA-No. 17-0630.01
Expiration Date 05126/2021
By
Nllam do Pro act Contro
A. LYNN MBJIIBK 1
FL P.E.# 58705
DETAILA.
MULLION TO 2X WOOD BUCK MULLION
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
I MULLION
I I
I I
I SEE SHEETS
21-23 FOR HOLE
ESTTANDARD
1 I LOCATIONS
R a EDGE I DISTANCE
YFOR W000 SCREWS $SB-MAX FOR
4 ALL MULLIONS
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
EXTERIOR
a •.n
'
0
THE OFFSET CLIP 6
,✓�
RECOMMENDED FOR
�
AMED
EXTERIOR d
- -
—
WINDOWS Y
ALSO BE USED FOR
OTHERFRAME TYPES.
HOR
STRATE, Sz
TABLES iB-138
MIN 2.7 KSI
,''''I EDGE
.
CONCRETE OR CMU'
'I DISTANCE.
SEE SEE TA
EDGE DISTANCE
1B-138
FORMASONRY
ANCHORS
I
SIDE VIEW
1
TYRANCHOR
PERSUBSTRATE,
PER SUBSTRATE,
- 3 m 1. '. 1
TYP. ANCHCR
SEE TABLESIO.163
SEETABLESIB-13B
PRODUCT REVISED
PER SUBSTRATE,
SEE TABLES ATE,
EDGFIEND
SUCKSTRIP
as oomplyi with tho Florida
BuildlnB bona
DISTANCE
SEETABLES
'!', ; •.
AND
ATTACHMENT
NOA-No. 17.0630.01
BUCKSTPoP
iB•138
_
T �: : i `...
EMBEDMENT'
BYOTHERS,
SEENOTEI,
Expiration Palo 05/2612021
AND
ATTACHMENT
••
„�..
I ;., :.,.
SHEET 1.
BY OTHERS,
i':
, •• •'•."�
Mlaml a door Control
_�..
SEENOTEl,
SHEET I.
.•
NON 2.7 KSI CONCRETE OR CW
FROM VIEW
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALLDRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CUP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MW&DADE COUNTY APPROVED
ELCO ULTRACON OR ELOO 1/4' S.S. AGGREGATOR MASONRY ANCHORS.
111111111 T/
NMi'''�
QSY• l�
O * ; No.58705
tSAT4Eq�
�-r
'�Q •��•• 11/�
•.-04OR1DP.•'•
YONAL
'A.SYNW MILILER, P.E.
FL P.E.# 58705
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CUP SHOWN)
THEOFFs_ cup Ls
RECOMNENDEO FOR
13��
SEE TABLES 1B-13B
MN 27 KS CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 19.13E
FRONT VIEW SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALLDRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CUP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEYHEAD OR FLATHEAD,
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET.
5) FOR MASONRY APPLICATIONS IN MWWI-DADE COUNTY, USE ONLY MIAMMADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS.
DETAIL E:
MULLION TO MULLION
—1
17.5'duL
INTERSECTION
(U-CLIP)
VAJ IFS
TOP VIEW
N
FRONT VIEW -- — -
NOTES:
op T
1) MAYBE INSTALLED IN'TEE' OR'CROSS'
R
INTERSECTIONS.
05
Sx
2) MAY BE INSTALLED HORIZONTALLY
(SHOWN) OR VERTICALLY.
a
3) BEE U-CLIP DRAWINGS, SHEETS 21-23
sU
LLI
FOR CORRESPONDING MUON. w
412 STEEL. SCREWS,
SELF-DRILUNG OR PRE -DRILL
MULLION AND USE SMS
EXTERIOR \Y
SEE SHEETS 21-23 FOR
HOLE LOCATIONS
EDGE
DISTANCE
SEE TABLES
i B.138
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
UFM
TYP. ANCHOR '
-PER SUBSTRATE.
SEE TABLES 1B-133
SEESHEETS
21-23 FOR
HOLE
LOCATIONS
/ \ �MtnLION
a" q Wbm � "m
FOR STEEL STUDS THINNER THAN
16OAAND COMPLIANT WITH THE FL BUILDING
CODE. A 2x WOOD BACKER MUST USED.
ATTACHMENT BY OTHERS.
USE WOOD ANCHOR SPECS
NOTES:
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES.
SHEETS 5-20, FOR QUANTITY OF SCREWS.
SIDE VIEW
H
Z
�
g
O
Z
Z
t(
J
U)
m
<
Z
F
I
Z
Q
Z
O
¢
ZW
O1
i
a
y
t—
_mop
ti
En
-1
o
o
W
_j
U
Z
Z
Q
Z
Z
O 1
PRODUCT REVISED
as complying with the Florida
Building Codo NOA-No. 17-0630.01
Expiration Bata 05Y1612021
E0 STANCE DGE SEETASLES LY��A.,,��,�i
* N0.5a70S '•�
TATE F�
FL P. 58705
.EXTERIOR,
EXTERIOR
(D
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SEE DETAILS A Q,
SHEETS 2 AND 3 FOR INSTALLATION
TO SPECIFIC SUBSTRATES.
0 0
O O
SIDE VIEW
SHOWN WITH 1'X4' X.126'
MULLION
STANDARD MULLION CL
MODIFIEPTO FIT FIELD
CONDITIONS.
STANDARD CUP TO BE
MODIFIED INFIELD.
EDGE
DISTANCE rt
PERANCHOR
NOTES FOR INSTALLATION OPTIONS P
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26- X2.11' X.126' MULLION.
2) SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
DETAIL G:
ANGLE MULLION CLIP
(ANGLE CLIP)
0 0 I'l I 0 0
TOP VIEW
jKSEE
P-ANCHORR
SUBSfF7ATE.
TABLES iB-14B2'XILE
CLI .ANGLECLIP,2PERMUWON6MUSTDEIN
I INSIDE OF MULL
ULL
INTO WOOD, STEEL,
ALUM, CMU OR MASONRY
EXTERIOR
LIM
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
30.OR 46'
BAY MULL
9TOp"Vew
0 o
O
I I TYP. ANCHOR
1 pERSUBSTRATE
1 SEETABLES 1513 OR 16B
1
1
EXTERIOR
I
"I 12' XS'ANGLE CLIP,
2 PER MULLION END, MUST BE
INSTALLED INSIDE OF BAY MULL
—WOOD.
STEEL ALUM
OR MASONRY EXTERIOR
yuIN�i
Y w
Fyf,E ce
� I�jpk
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
30.OR 46'
BAY MULL
9TOp"Vew
0 o
O
I I TYP. ANCHOR
1 pERSUBSTRATE
1 SEETABLES 1513 OR 16B
1
1
EXTERIOR
I
"I 12' XS'ANGLE CLIP,
2 PER MULLION END, MUST BE
INSTALLED INSIDE OF BAY MULL
—WOOD.
STEEL ALUM
OR MASONRY EXTERIOR
yuIN�i
Y w
Fyf,E ce
� I�jpk
PRODUCT REVISED
as com�yln with the Florida
Building- toe NOA'Io. 17-0630.01
Expiration Date S/26/2021
-•'
By
IYllaml-D Produet Contra
1 2
O
z
IN
NOTES FOR INSTALLATION OPTION G & H:
1 I 1
Y
,",,3NYN
.. L.....
I
TABLE 1A
11u1➢o11 >tc Tabla
Opening 1Mdill (rorv6rBraT¢spaninp
mullions) or Opening Height((orllodmro6fps P61re1g n1jorls)
SO in solo 70In BOIn
Reatanptw T•aprilteng• fteclan8eler Traprtrlan4 RsbSWer 7ralMeng• Reetenculer T�d�e•
so in ion in 120 in 140in 1sOt�
r4ectangWar Tlrrr an9• imoWod. M.W�g. Ramo99I- TmWT�ian9. RedengOw TIWTI-1g ReetenBWm hap7111ane•
L.&O Loafing Laado9 Loadrl9 L. Loadn9
Loadlne Loading 1a dlg Laadng loa6n9 Laming LoalBeg LeadrB
Loadng Loading Loading Lcadng
Ix2x.125
Alum Tube
.
p
2^
�•
F
n
s-.
&
z
B
1�
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.
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T-1
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f
fig_
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ldumon
8 �
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t �
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ci
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r
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6
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F
ao
mIsng
d2
dp
s�
a
2
d�a
s'e�
a'�.
a
dF
c2
42N
11L9
408
1295
332
912
408
115.8
325
79.9
408
1W.8
321
69.9
408
loll
319
821
408
104.0
319
55A
408
104.0
319
48.6
4W
104.0
319
39.9
4oe
f04.0
319
3&0
408
104.0
319
48 in
74.9
312
818
258
624
312
73A
252
615
312
97.0
248
4&B
W2
e]2
24fi
41.B
312
61.3
2N
37.6
312
81.0
2M
312
312
BI.O
244
7E.8
312
81.0
2M
234
312
81.0
241
5D.625N
0.9
281
7Q6
234
ISM
NJR
251
55.7
224
399
291
S21
222
3&5
281
60.1
220
31.9
281
44]
219
2&0
281
4&3
219
228
281
48.3
216
20A
19A
281
267
49]
711
219
183
611n
52S
247
67S
207
43.8
247
*-4
247
44.8
199
ffi.9
2Q
41.6
199
29.2
247
39A
184
26.3
247
3&4
193
21.e
247
3&1
793
1B.8
217
36.1
1B3
W 01
3&4
200
412
170
320
200
31.6
I.
21.0
200
28.9
180
21.3
200
27.1
159
182
200
218
157
18.0
200
25.0
158
S
M In
311
101
35.3
155
27.6
161
30.3
152
217
lei
28.9
149
2D,7
181
24.5
146
18.4
151
228
144
1&S
101
21.7
143
S
651,
26.8
165
30.6
142
24.0
iB5
2&1
139
2Q8
16e
211
136
1&D
165
21.0
134
721n
a2
139
2J.3
12D
1&6
139
19.8•
i18
16.9
Me
175
116
7e h1
18.9
125
79,7
109
15.7
126
like
107•
78 d1
17.5
11B
tat
104
TABLE1B
-
-_
27K O.nktWe
Ancnvr
-
Ue --
15K (bne:
-' -
-Hc2aw t.74U _
-___
_ .
_Food CtdU.
--Pi.Woe4
__P21
5/1G Bco
SS Eko
5116' Ben
iM• ss IXa
mD Steel
072 steeldAnchm7yPa
!
8/16-BCO U1mon
IA'80JIM-
Ncon
Yt6'Bco Uhmon
174'Eko llNecm
gsreG.W
112raoan
AaveWpr
Bcreav (GS)
Somw IG5)s)AnchorC6pPadGTnS2•tre
P114'
31/8'
2'
0.46'
0.57''1Sf4'
- 1;!/4`
/'''1'Y
1-Y4' 1�l4•
2'
1-114° 1-414
1-1w ff/7-U4'
1-0/4ts
2 Atmta 04.75 MN. O.C./SWWNd lOff-d CUP(FO.1k
3002Us 390 ma
45D Om BBO to
16F4 ms
2706s 280Iha
954 RV3 T401Paa4421aa480
P. 7DoR.
WA WA
WA
Hok 360WA
T48 Wa
WA
8800w
WA
1892Oal�
Wfl2
885IDes
865Ioa.hm@OAS°
ms
4 Anchota®3't4:li. O.Q!(2)2x5At�e COPa7(Rg. 3k
78016s 780ma
6B02n 156010a
169E0n
5t0ota 5802a
WA 76015s
WAN/Ancho!/
Mtn. O.C. r n4710.1No.12VAI-it®. 41
WA WA
WA WA
WA
WA WA
14010a
WA N/A
1771as 9701bs
WA
1871aa4792n
N!A
t70ma
FC9y (Fq, 6k
195 2ta f95IDa
2251ba 400
872 ms
435109
N/A
WAIDs
4429se
442 Mlbn2AMbom
01.16- MkL QCI FQip (FI9.6k
26D Ihs 350 ma
WA WA
WAWA
ANCHOR CAPACTY ADJUSTMENT FORMULA:
ANCHOR
(DP�)X( _>=ANCHOR CAR®
MLILCIONCAP:�,,,„,
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MU WON
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD AMINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANGFIUK FA I true ML, ANCHORVALUES AS P M Z;
FIGURE 1: FIGURE 2: TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
-1FIGURES
3) MULLION AND MU WON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
• • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
le
USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED
SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED
ANGLE CLIP MUST BE
CONCRETE BLOCK UNIT (CMU)
FIGURE 6: SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"
FIGURE 4: FIGURES:
0
YELLOW
THICK STUDS TO BE A MINIMUM AT
SCREV'JTHREADS BEYOND
• THE MATUGE). STRUCTURAL STEEL TO BE
ERIAL. 91 & #12 ANCHOR INTO WOOD MAYS STEEL. TO METAL SHALL 1"S.TEND3AORR AT LEAST S.S.
W
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05126/2021
By
Mlaml-0 Product Contro
LYNIV
�:�'C� .• ucENSF • l�
* ; NO.58705
��� • STATE l
ONAL EN��`.
A. P.E.
FL P.E.•# 68705
TABLE 2A
MuiTwn Ca acity Table
Opening
Width
(tor
verbfaOyspardrG
muluias)
OrOpening
Height
(for
horimtlfayspamang
moons)
rteolm9rdaf
Sol.WN
mg. TraPfTdq;.
Rctgular
70 in
TmWrdav
Rmtmqubv
Bo in
ThlyRiar®-
Re"P&Rr
90 in
TraWTI
no.
Recfag�dar
100in
TMOTnang.
L.."
Racfan8Wa1
Loa
120
tL4aotr19TubaMullion
In
TraWTdarg
fteshlgntar
140In
hena
R�
160 In
T
Tr Mam
g
1 x 2 x.376
LWRV
®1g Lding
LowingLoar&p
Lasdlrg
Loading
Loading
Lc
Am
Ling
g�
Iola.
B.
13
E`
�
8 8
a
_
o
(
��
o S
tfc
�i
��
rT
8
t3
Sg
7�
`i13
i�
5
d,�-
d
2F9.4
17MO
020
17a0
435
151.
OE2 170.0
475
129.7
d
682 170.0
3
W6
113.5
652 169.5
Me
1We
602 16&9
617
gag
fi62 188.9
617
757
&a
188.9
SIT
e49
082 16&8
617
398
58.7
3&0
61r2 i8&9�17121.6
SW ffi0
SW
130.0
419
ICIA
567 119.2
410
B&9
WT 10&7
403
T&0
537 1t?a
-M
67.8
607 me
'81.3
397
6aH89.0
458 eao
398
356
W7
4a2
507
45B
99.0
80.0
398
366
4&4
37.0
W7 98.0
466 660
856
32.4
465 Me
7W.7
d56
1146
379
tK9
e&4
4W 89.9
371
T41
458 90.6
364
648
456 Bab
360
31H
6/.8
a7.5
456
4W 61A
357
315
71.0
42T
400 613
314
358
a00
61.H
313
30.5400BLB
3tl
2&7
4W 81.8
313
854
4W
324
84.
W,9
336
2Te
51.9
400 e&9
324 57S
31B
270
81.0
446
4a7 727
324 61.2
322
2G4
534
3&9
4W 8T.3
324 4&9
260
:Zi
324 43.0
Z57
81.1
324 420
2S5
2&0
32440653
?22
324 40.6
2ST
18.5
324 5&5
294 334
253
230
823
53.0
294
WA
252
44.8
294 49.2
248
3&4
234 43.0
241
338
294 3&6
237
2AD
294 37.1
234
2&9
294 3&2232
724
294
93.6
230
7B2
Z84 33.4
230
1&B
4&8
268
48.8
90
39.0
2W 424225
334
2W ..5
221
-2
- -1
218
20.0
Z86 316
23.6
215
182
234
1&0
2W 2&62&0
Tz'i 221
160
160
224
20-3
210
1T/
1&7
129
268 277
226 19,8
209
178
146
N.3
2W188
726 1&6
776
30.0
T25 322
191
2&7
725 264
18H
225
?25 268
1B5
20.0
225
202 164
1&7
180
10.9
202 1&8
758
&e
202 1S8
758
m9
202
320
177
2S5
202 27.2
173
21.8
202 23.9
1T0
1&2
202 265
167
17.0
2W -10.7
765
15.3
102 1&B
155
11.8
192
152
152
10.1
192 144
1W
&9
182 142
UA
2H.3
1e2
29,e
168
23.5
192 25.1
165
2&2
192 220
182
17.7
1@ Is7
IS
1&7
182 19.1
157
14.2
1&6
144
19.0
1S
15.4
144
1&7
128152
1n
15e
1tl
,
TABLE 2B
--
-
- -- -
T
-
AnchorCapaa
Tehle
5lestmte:
2rk Comrete
3.5k rbm.
Maw Cw.0
FEW MU
PT Wood
Metal
5/18" E.
1/4" 68 Eloo
Nfe' Eleo 174' SS Eko
670 Sim
0t2 Steel
R12 fiteel
Ar°Mr Type:
3/1T Boo UInwon
714'Eks Ua4om
lAOaaon
3'18•E7m Urmc4n
Iw ETco
Utl
A13�Gefa
Ultraoon
AgeeCa.r.
Sorew {GS)
so14w {Gs)
Setaw (G5)
Anchor Cup Pattems
3 W
I.
21fY
1'
2-1/2'
Y
31lB"
Y
0.4H°
0.59'
0.324'
Edge U'stame On
1'
2-1/T
1-Y4•
.1•
134•
2-1/Y
1-3/4'
2'
1-1/a•
1-114-
1.174°
1-114'
1-114'
1-1/4'
7
I'M'
I1318'
reran
Embedment t6.7
ar
2 Anelwl6 ®4.75' Min. O.C.! StandardOQ at CIp (FI2. 1k
1a/4•
390 Do
3"0 ton
4W m4
M Ms
1&O Ins
m
ZM '
20d IN
3571bs
74014+
3741Ds
6641bo
54816a
341 Ry
4/21W
SW nos
1120mo4
4Anomrs01.15'MIn.O.C!Standard{arMaet)CIp(Fl9.2X 480I�
7001bs
WA
74BIbs
880 ms
18r2 ms
682 Ibe
8851be
1720bs
Amman a 3• Min O.C. / R) ffi5 M COpa / (Fg- 3l
7B0 @e780
-
eW ne
540 ms
5W Ibe!UA
TW bs
WA
WAWA
715bai
mMrs G DAY I&L O.C. I UCIp, nts .125' ANm 1Fl0. 4Y
WA
WA
WA
MIYAWAA8lits
WA
135m1
WA
1a01be
wA
77r lbs
NIA
370Ibs
WA
1B7ss
3l21Ds
45L
170 me
2211bs
2801bMhO.CJFZ
Amh01F-CIP(F10. 5Y
1051bs
1B51Ea
225®n
190W
I WA
WA
WA
WA
IWA
9111ha
4121hs
WOIb9
(F1o.67
2Wms3Wr-
WA
WA
NOTE: FUR T HE UFrSe I ULIr, we r no asrcm ..,�...,.+.. ��.. , �•�. ^•.� ^•,-•, .-. - ..-___.._ ..._ _ _ _ _
ANCHOR CAPACITY ADJUSTMENT FORMULA!
(DP )X ( ANCHOR CAP:,,v.,,,_ANCHOR CAP.,,,a
`MULLION CAP.,„,, )
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED° CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING. WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
a
Z
W
F�-
Z_
a
r-
N
0
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 77-0630.01
Expiration Date 0512612021
FIGURE 1:
FIGURE 2
TABLE NOTES:
1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE- FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUr-FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF.125
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.D45°THICK(18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL 4103#12 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S. OR 410 S.S.
1.000'
2000'
L D3175'
�
1•X 2' X375° MULLION
-
1111 l l l l l 7//
O
•
®
FIGURE 3:
. •
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 5: FIGURE 6:
I�
`: ��'t� 1,\CENSF '• :(�P i
= NO. 58705 L;
'>, :� Q'=
-p
'iO�••'•.;rCOR10%;.•'
•
FIGURE 4:
•
A LYNN KII LER, P-E.
FL P.E.# 58705
TABLE 3A
- Mullion Capacity Table (Ibsfflx)
Opening W[dth(rorteiticaIly-sparmai
IrLdos) or Opening Height(torhOrimrita9ysparu'Ylg nu6ons)
RedDn9ula
50
in
TraplTdart9-
so
RedanglYar
in
Tmp7d.JR�idar
701n
TmpITdmg.
Recmrppdar
001n
7ieplMang.
901n
17eetangDlar
Trap/B1ag.
Ractmrpldar
100
in
TmpVMmg•
ReclenHWar
1201n
1hL-angg.
Lo�n9
RedalgNer
lmd�
140
h
TmD�tlam9•
LaednB
Rectan(4�tar
L�adn9
180h
llaprtdalB.
9
t X 279 x
L..ag
L-d-O
Loa&o
L-dngB
Lw5n0
Loadn9
Load'Dg
1-aadtrq
L-m-a
LnaAlnD
Lned679
LoaRYig
.375 Alum
Ube
a.�afla�r8§L
2r
a
Dyn
• ^
LR•
a
_g,
$
.,
_
a -.
..
Mu
-�•K
Yo
170.0
8a1
1740357440488E7aoSOB
170.0
7
1700
519
170.0 ilia
174D
621
170.0
1240
170.0 621
148.7
1301
170.0
W
127.5
1301
MO5
1301170.0
MR
170.0
574
1T0.0 S50
170.0
5M
VOLO 630
170.0
1f33
170.0
661
151.8 1139
770.0
877
1--m
1139
170.0 680
113.9
1139
170.0
1i80
BTa
113E
170.0
680
e5A
1139
VMS
170.0
747
1T0.0
583
170,0 89B
170.0
6032
1740 fiBd
148.a
1032
170.0
723
13&6 1032
170.0
747
117.4
1032
17MO 758
97.9
1MZ
170.0
758
83a
1032
170.0
755
73.4
1032
170.0
738
In
r.in
747
170.0
812
161.J 807
1T40
691
1J82
807
1847 730
120.9
SOT
152.E
720
107.5 907
145.0
714
S88
907
10.1 710
80.5
90T
140.0
709
59.1
907
14D.0
709
60.6
907
140.0
TOO
141.1
735
151.5
M5
117.6 735
130.3
611
.100.8
739
1140 ass
802
735
1062
5m
75.4 735
99.5
583
70.E
735
96.1 57a
SM8
735
B19
574
SOA
735
BI.B
374
M.t
73S
8fA
674
E66
73A0
570
fO1.B 6ii3
1713
557
B7.0
66B
B69 b47
762
668
80.7
S38
67.7 688
S:L9
331
So.
sse
79.8 � 624
50.8
666
75.e
521
63A
fi6B
748
521
35.1
666
75.s
621
llam�..121.8
66 N
106.0
6D7
112!
522
843 80T
88.1
511
75.7
607
85.0 501
77.1
493
56.9 607
71,5
488
33,0
6O7
67.6 481
442
60'7
61A
476
379
607
@.7
474
3J.1
807
627
474
Tx
72h
51S
510
D5.8
443
BB.O 510
730
43d
56.3
10
64A 428
579
419
46d 61D
53.3
4T3
44B
S10
84D 408
34.0
610
459
402
292
510
44.4
399
25.6
610
44A
399
761a
6M4
458
725
40D
573 458
61.7
3S2
49.6
458
64.1 385
48B
378
35.6 4510
14.e
3T3
34.T
45B
41.8 688
2Ba
458
37.7
362
249
458
38.0
354
21.7
458
39.T
SSB
76h
642
435
67.0
381
515 435
58,8
373
q6.9
436
48.6 368
1l.7
380
35.7 43S
40,9
365
32.1
43S
33f 351
24B
435
34.4
3/4
228
435
928
341
20.
110N
41.8
3T!
43.1
290
34.8 327
344
28S
28.9
327
3L.8 2e0
2a3
X21.53.1
275
232 327
25.7
271
20.9
3V
20.T 286
17.4
327
2LO
282
14.9
327
18.3
258
go In
34.4
287
35A
T67
26.7
287
i4,9
252
24.6
W7
240
248
217
244
19.1
28/
20.9
260
1T.2
207
19.]
237
14A
287
149
232
.
Ica I.
262
2D
24.7
2W
20.2
227
20.8
201
17.3
227
16.0
148
16.0
155In
227
2/5
22.7
fel
18.6
215
18.1
191
159
213
58.6
188---
1a1 N
17.6
184
179
187
TARI FAR
UU
27k C.=Me
nncnor
l.H
3.6Y Cana. I
H013mcmu
FBIM CMU
PT Wood
Me@I
fi118• Eko
114. 59 Efm
5M8' Eko
1/d• 93 Elm
M10 steel
612 Steel
112 Sled
amn«
s/tc Etco ln0ecan
t/d•Elm lfbacm
LSOaann
3116• El.. Ur..
1/4• El. Mr..
AggleGalnr
IJA-cn
AODreGator
au P5)
4.-PS)
a."IGS)
Anchor Clip Patterns
2-1Y
3t/B'
1' 21f2'
1` 2-1JY
Y
3-018•
2
0.45•
OS4`
0.324•
EdOe Ohtarme (h
1• 21/Y
t•
13/4
2-
t-V4' }V4'
}1f4• 1-1w
1-1w
1-114'
Y
t•111,
13B•
;-W
Emhsdm«dM
2Anahom®4.i5'MhL O.Q/StaM0n1«COsot p9r (F19. 77
idf4• 13/9'
390@a 3BO ag
1-0/4'
450 Ds 890Ibe
1844 Bw
T7o 1bs 200 @a
J5410s T4016s
3741h
6641be
94B S.
941168
49211e
885 @a
112 hs
112010s
4 Armho�e ®1.14 MN. O.C. I StMdud («OI'se1) COP (FIB- zL
4001bs 700 Ole
WA WA
WA
WA 980 @s
WA WA
WA
Poe
WA
BBO Ba
WA
189216a
682 @s
B42 @a
BSS IbP
11201an
4Anatwa ®3' Nin 0.C. /R) $5 Ardl[a pipe 7 3}.
780 @a M @s
880IDa 13e00m
189810.9
640lbs 6601ba
WA TW @a
748
WA
WA
WA
7t5 @a
2A.h- 440.4S'MIn.O.G / L11DIp, Into .125• Ahan. (FD. 41:
WA WA
WA WA
WA
WA WA
WA WA
1T7 Ibs 370.@a
WA
187 @a
WA
3321bs
473 @s
1701Da
221 Im
280 @a
1 A1zn« f F•CBD [FIO. S):
tBS @s 195 @a
225 pa 445 @a
822 @e
135 @s 1401ba
WA NIA
WA
WA
WA
341 0u
4421Da
580 @a
2Arohca 0 1.15° Min O.CI Fl1ip (FIO. BX
240 Om 950 5u
WA WA
WA
WA too Iba
NOIE:FUH IMut-Mm'wr,
FIGURE 1: FIGURE 2:
FIGURE 3:
ANGLE CUP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE@
m m;::•
ANCHOR CAPACITY ADJUSTMENT FORMULA:
( MACHORC-m::) _ANCHOR CAP.-
(�)X1ULU
USE THIS FORMULA TO OBTAIN THEANCHOR .
CAPACITY REQUIRED, CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION, IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAYBE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-TO AND BE A MINIMUM OF.126•
THICK- STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .12S' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-B S.S. OR 410 S.S.
sx
8
J0.5.
i
PRODUCT REVISED
as =lCing with the Florida
Sugding Code
NOA-No. 17-0630.01
Fxpiratfon Date 05/26/2021
By
Miaml-0a roduct Control
-11111111/r 17
LYN7y��
��.•• • 10EN
NO.58705
0 6 r� `a
n TE R =:
"ONAL tJG��
A. MIN MIUYER, P.E.
FL P.E.# 68705
TABLE 4A
' Mullion Capacity Table WHO
OpaningWidth (fbr7RNcat sparril
mUU-) or Opening Holght (for ho spertmn9rntgons)
501n wIn 70 in sell,
Win 100in 1201n 140 in ISO to
Recinglla it�IRlmtg. Rects�ular 71sP17�08• Rec1�9r rim T�Y7Nena Reclanedsr 7mplfrlen9
Rmlmgulor 71ePrldI'. FZedar9Ua Tmprrmns Rae-rutder Tmalit-V. Pec�ta 7raWrdins It-den9WOr Treplfdmr9
Inm51ry Lmdn9 lmdn9 Loedn9 LoaSIIB
1 %2.76X
Le dtN Lvadng leering Ldadn9 L-d.9 Losdng lmdng Leading
I=ifiw Loading Lmdm LcadnB LwdOD
.650Alum
Tubo
,
y.
r
_r
'..
r
m...2
a
az•
aF
a
o21
u
���
u
�
T!Eii
Til
Tou
cNi
�,
�
�a
u
�rcf$.
dam`mot'.
�o
�
d` ¢`I
5'
to
d` rc
i�
o
r
¢ ¢
�p
E
a
d` ¢$
g�a
d` re
ag
F
421n
170.0
S20
170.0
435
'170.0
744
170.0
470
170.0
888
170.0
500
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
II40
1488
170.0
52t
160.7
1620
170.0
521
138.8
1020
170.0
521
46N
170.0
7a8
170.0
624
170.9
BW
170.0
684
170.0
W2
170.0
630
170.0
it33
170.0
661
170.0
1276
170.11
677
170.0
1417
170.0
6W
UI-7
1417
170.0
WO
1215
1117
170.0
6W
10e3
1417
110.0
680
50.8151n
170.0
747
t7ell
683
170.0
as
170.0
631
170.0
1049
170.0
654
170.0
1195
170.0
723
102.8
1288
170.0
747
1463
1280
170.0
756
121.9
1280
170.0
756
18a.5
128fi
170.0
758
01A
1286
770.0
756
541n
170.0
797
170.0
612
170.0
850
1 00.0
SM
170.0
1116
17MO
764
150.7
1130
170,0
SM
133.9
1130
170-0
837
12"
11W
170.0
050
100,5
1130
170.0
86T
68.1
1130
170,0
861
753
7tW
170.0
881
170A
701
1405
916
102.3
781
1255
015
144.5
746
109A
915
1323
735
SLB
915
tM
726
87.9
915
718.5
720
732
915
114.4
745
628
B15
1H.4
715
549
gig
114.4
716
Win
170.0
a85
im.0
710
125.5
030
138.9
eR
108.5
530
1232
881
970
844
830
la45
6B2
75.9
0W
B94
056
333
830
045
649
542
WO
94.1
649
47.4
830
94.1
048
031n
t5L8
eW
843
757
106.0
624
eib
73A
757
08.1
BOB
W.0
757
812
60D
65.0
T57
0
5B3
472
767
782
691
41.0
767
7dZ
591
W b
1321
T67
140.0
BW
110A
7S7
118.6
O38
*GM
60.5
614
W.B
638
B23
508
424
we'
s21
5W
36.3
Gib•
513�
497
31.8
636
55270in
72.7
638
fj 0
74 in
181.7
lA6
108.8
552
Bl0
lXi6
B1A
540
W.1
530
521
685
676
498
721
571
76b
4W
81.
71
67.4
47B
171
4Q0
571
55.5
184
43.2
671
51.8
469
MO
571
0'
451
30.9
67f
44.8
447
27.0
671
44.6
448
88.5
771
904
fi2.1
45e
rAii
SQ
55.7
449
44.4
S42
51.0
442
40.0
542
47,1
437
a'L3
542
42.8
429
26.6
642
40.6
425
25.0
642
40.1
423
78 in
80.0
SQ
83.4
474
68.7
542
70.8
465
57.7
542
407
29.8
3M
21.7
407
28.1
327
18.6
407
24.1
322
163
407
23.0
319
BO In
521
407
63.7
381
43.4
467
44A
355
372
I0T
3$8
318
325
407
SU
343
28.9
407
321
338
28.0
96 to
47.9
358
44.1
320
35.8
358
37.2
311
330.7W35832.4
309
20.6
358
20.6
304
23.8
350
26.1
300
21.5
358
24.0
29B
17P
358
21.0
2W
15.3
356
182
284
1W h
30.1
263
30.8
255
25.1
21
25.9
2St
21.522.5
247
/8.8
283
78.9
244
1&7
283
160
240
15.1
283
145
237
Ill In
!La
267
283
242
231
287
A8
236
19.520.6
235
17.3
267
183
231
154
267
IB5
29
1201n
22D
229
223
209
18.3
279
18.6
205
15.7162
202
TARI F dB
'Olcnor
- n
,auK ,w
P.0ve CMU
F01ed CMU
PTWcud
Metel
Sutetrale:
27k Concrete
1!4'39SIIWElw
114"88 Ela
8109teel
01291ed
912111"
A0I-TYW
WIT Ecn Ufti-n
if4'Eko Ntmccn
'Eoo uw_
1/4' Eko Illtreorn
Am y
unracon
AggmGetr
8mmr035)
a --CGS)
Bv:e1rpti)
AnchorCBp Palmrrla1•
1• 2-117
1
i' 2-171
2'3.116•
2•
0.48'
0.59`0.3213/4"
87/T
13•4'
1.314` 1.3/4'1-1l4'
t-1l4' 1.114'
IA14'
1-1/d'
2
1.3I8°
1.9/0'
v311e4
2 AnehoaN4.75• Min O.O. I Standard yr O0sel alP(ft 1L
M'e'i 3WBp
4W 1s 8904`a
V3,5kCwG.
Z/016s
9541Ds 7401s
3741h%
W91bs
9981e
3411s
4420a
ins4Anchvm
S4Anthers
®1.15Mim O.C./ 8bmdmd (WO%el)CAP(F7a 22
4W1a 70024
WA WA
E22
WA
WA WA
WA 7W ins
WA
7401bs
WA
Ibs
WA
18921bs
682bs7120
fi821s2Anchom
®3' Ndn. O.O / R) zr5 Arryk Cops I ffq. 3k
7W1s TW 0u
BB01be 15801bs
540 Na
WA
NIA
WA
716b-
N0.45•MIGIU-fZvWA
WAWA
WA
WA
WA WA
177 0n 3701hs
WA
1871M
3321bs
473 ma
170 lbs
227 1s
280MS1
2801s2
Anther I F•-00p (Fig. R
195Ws 1951he
2251he 445 es
1351s
WA
NIA
WA
0411s
9214
SW Un
AMh- 01.15• k1bt. O.CJ F4 4 n. 0p
240 fDe 3W U
WA WAWA
WA WA
NOTE. FUR 7HE U"bt: I l 1r1 uac t nc arunc.a..,nvn 1-1-1.1,11....1...... ..- _-_.____-- �Junl.t.cu vuucv n,.c w.-.. ,�. ,,,�- ..�,--�-,•-•••-•_.
WCHOR CAPACITY ADJUS I ---n-u.:
(DP)X(ANCHORCAP.,o.1,,,)_ANCHORCAP.m
`MULLION CAP.,m„u„e
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACRYTABLE
FIGURE 1:
FIGURE2
TABLE NOTES:
1) SEE SHEET 1TOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
O
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ro
ANGLE CLIP MUST BE USED IN PAIRS,
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
FIGURE 4:
.
FIGURE 5: FIGURE 6:
r�t��1�
• �
CONCRETE BLOCK UNIT (CMU)
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE AMINIMUM OF.12T
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125' AL#AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S OR 410 S.S.
1' X 2.76' X .650" MULLION
10
L
W
r`
Y
U
X
¢
O
Lie
�.
Zm0
8�
d�
PRODUCT REVISED
a9--Plyln with the Florida
aullding Code
NOA-Ho. 17-0630.01
E.pIratlon Data 05/26/2021
till 11 lrl/J
�: L5CEN3F••.4�
* : No.58705
* -
pO,� t, ATE O �•" ��
A. LYNA •MILLER, P.E.
FL P.E.# 58705
TABLE 5A
MulTwn Ca ae'dy Table W!ft 1
Opening Width (farvEdca9y aparedrg
m16ors) or Opening Haight (for Ivriartbupwartnirg mulors)
1"x 3.125"
501n
Re4lengula Trap/T mv-
ad lan0 Loadng
so In
R-Mnaww T p' ;.
I-endn9 Leaft
70in
Reclen0ciar Tndd01an9.
Loaft Laadng
801n
Rectanww TmPfrmn&
Uadho lm*g
80In
Rmbna 5v Tmpr idenB•
I.-e Loft
100N
Recfangi9ar TmP7dang•
Lna&M Lmftg
1201.
RecMn044W TM#Tdmg•
L ft Loan
NON
Re.W GW r Trap'MI-I&
LmdnB Lwdn9
1WM
RedwVA r 7twffdang.
Laaft La dng
.500"Alum
Tube Mull
•
a
by
$1gY�`qa,d`as
p
PE41
n
��
��
g
��
!a•
3'r
a
.-
p�
��
Ilia
��
y_.
3�
$',
so
r2x,
d"`&
, '
'�
•�
��
�.•
s�o
�
d`¢�
a
`a5'_
4
1 A
'�..
d"`�'
I�e
z
d"`�
'g�,
z�
,.
d�`rc
(i
s'i�
dc¢
r
M�0
1`
42 in
170.0
620
170.0
435
170.0
7"
170.0
478
170.0
fibs
170.0
500
170.0
8B2
170.0
519
17U
1116
170.0
SWZ
170.0
1240
170.0
521
170.0
14M
170.0
MI
170.0
1735
170.0
Sri
154.4
1802
17U
fiat
48In
170.0
703
170.0
624
V0.0
We
170.0
584
170.0
992
170.0
030
170.0
1133
17D,0
01
170-0
1275
170.0
877
170.0
N17
1T0.0
we
157.7
1577
170.0
WO
135,7
1577
170.0
WO
118.2
1577
170A
Me
50.B25N
170.0
747
170.0
603
170.0
89B
770.0
831
1TQ0
tO48
170.0
684
170.0
1185
170A
7rd
170.0
7345
170.0
747
17MG
1494
170.0
758
141,7
1495
170.0
758
121.5
1499
t70.0
756
106.9
1495
1740
755
541n
170.0
797
170.0
812
170.0
956
170.0
t%1
170.0
1116
170.0
764
170.0
1275
WILD
SU
1W,1
1401
170.0
837
I_..
1401
17MO
850
124.0
1401
170.0
867
108.8
1401
1T0.0
W1
93.4
N01
170A
081
1T0.0
701
1TDA
f083
170.0
797
158.5
1158
170.0
SIB
138.7
1158
107.0
828
IM.3
1150
1W.5
917
111.0
1160
149.7
910
92.6
1156
14U
803
79.3
11W
144.5
90.1
eeA
1158
1445
903
930
170.0
745
159.0
1049
170.0
850
137.0
Im
155.5
6W
119.8
1049
141.7
846
1005
1049
1320
836
SSA
1049
125.5
5M
70.9
1049
119.3
RO
W.5
10491110.9
B18
599
1049
71BA
819
sue.
bL
rb5
170,0TBB
139A-955151.3
804
It&1
B55
139.7
788
1042
955
121.4
T75
li2.8
B55
1128
785
83.4
958
100.4
757
BB.5
955
89.8
74B
69A
655
98.7
740
521
955
88.7
746
r.78
r7aO
003
134.8
W7
107A
903
114.8
6&
at,8
Bm
f01.1
070
60.3
803
912
659
71.4
6M
83.9
619
642
803
7&B
BS
57S
8W
T22
632
45A
003
69.8
628
40.1
efO
,
721
114.1
6R
81.0
721
97.0
618
7&0
m
BA1
60S
W.3
m
7B.5
6B5
60.7
721
70.1
SN
64.6
721
65A
579
49A
721
69.4
SM
39.0
721
56.6
904
854
106.4
5Ba
04.2
W4
89.1
587
722
004
70.4
5T8
63.1
684
70.4
W
504
W4
64A
Me
60.5
6"
59-0
551
421
684
54.1
641
38,1
6'64
51.3
538
31.6
684
50.B
934
514
67.9
450
V.5
614
573
448
47.0
$14
50.0
440
41,1
514
44.8
433
3GS
SU
40.5
427
328
614
371
421
27A
514
33A
412
r3.9
514
30.4
408
20.6
ST4
29.0
403
542
452
45.2
452
47.0
-396
387
452
408.
390.
33.8_
-.q52_
_38.4_
_384_
-30.1_
452
-3Z9
376.
27.1
452-
30,E
-373
22J7
m1'
�6
365108M
38.1357
31.7
357
32T
317
272312
23.8
357
252
308
21.1
357
22,7303
18.0
957
20.8
299111b
351
XM
g55.74.-
282
336
MI
301
2&0
WS
25.1
296
2t.8
338
2J.1
292
19.5
338
20.8
2W120h
27.7
28B
ZLI
2®
237
259
10.5
289
20.5
.
17.3
289
1B.1
252
15.4
269
18.9
219
13.9
2B9
148
248
11A
269
72.8
240
U
289
11A
riff
47
2B8
10A
Zit
TAHLt 5t3
AnehorCa
5uts oa 27KCtae
Tattle9
SSK Cone. HcOm CMU PTWood Mda
S'1A l3cro
7I4•SS Mco
915•Eke
OIDSW
KflSledKit
SFa1pnOhorCllpPathmeAn"
-
3nS•ooa
LMmcn
O4'Oeoutmcon
3d6•ElUnram
7/d•FJcoUNaaatlAgpeOaer
Ulfrecan
Sca:WiMSp151(05i
SctasedEdgepstaltePnl
2-1/2
1'
2-1/2°
31I8'
1°
2-Ud'
r
S7B•FJntK!gneni
n
1°
,.9I4"
13+M
13lS
1.3la'
2•
tNd
1-Vd
t•114'
1-u
7.114•1-V4"2
ANCh= 43V MROC./ RamaN ar 0SO Cap ('ig 7};
390W
3901Da
45009
690 m9
1674 ms
27D 09
21026
354 tb74017A
9741os
6"as341
JF
m5
4421es
5W Its
4 Amhas�1.15• Ntn. D.C! BtaMatd (r OIbN)C5p g2)
48D tpa7W
WA
NIA
WA
380ft
NIA
WA
WA
WA682M$
6851ts
1137 Ms
4Anctore®3•MIB QC.I (2)2t6AngleCllpslpag 3);
78o ms
78D 48
6801haSW
lle78961bs
540R5
SW IDs
N!A
75011i1
74816s
8t06s
6621os
686be
1170IDs
Us
3Archo8®0.4SMIn.O.C./U-06p, IW.12SA (14 d]
NIA
WA
N1A
WA
NfA
WA
WA
NIA
1.
N/A
1871h5
WA
5321tm170M
WA
WA
221 U.
1D73
2601ts
1Mcmr/F-0101gig SF
195105
1B5 Ws
76ps
44SIh
fl72106
1%7
140IOe
777Iho
370109
WA34116s
442 N3
SW Ihs
A=n0d®1.15'M9nO.CJF-0Op g9g67
NIAWAa1NIA100fin
N/A
WA
NW
ANCHOR CAPACITY ADJUSTMENT FUHMULa:
DP ANCHOR ANCHOR CAP.,,,,
(DP-) X `MULLION CAP.,s,,,•.,�
USE THIS FORMULA TO OBTAIN THE `ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
NOTE:FORTHE OFFSET CLIP, Lisp 1HtSAMtAN true[rAttctviANDANHORVALUL.°.�.+.••��.�•Wry��•-••• ,
F-1.000°-1
FIGURE 1:
FIGURE2.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
®
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE,
3125'
DinT
FIGURE 3:
'
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21 23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
•
• . •
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT•FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED
FIGURE4:
FiGURE5: FIGURES:
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND SEA MINIMUM OF.125'
THICK. STEEL STUDS TO BEA MINIMUM GRADE33AND.045- THICK (18 GAUGE). STRUCTURALSTEELTO BEAT
1'X3.726"X.5•MIILUON
"VF MULLION)
LEAST THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEE'L,18-e S.S. OR 410 S.S.
(1
PRODUCT REVISED
as comp�lring with the Florida
Building Codo
NOA-No. 17-0630.01
Expiration Data 05126/2021
By -
LY77
VicENgE''•.
* : NO.58705
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A LYNNIMj[Lk1 , P.E.
FL P,ES 58705
If1�LC VI1
Mulgon CapacIlY Table (Ib9fll)
Opening Width (for113rgragyspamir0g
mlJmow) or Opening li (for hodmMary-spertrirg Mfla B)
50 In
60 t1
701n
w In
901n
1001.
120In
140 W
145Dh1
I x4x-125
Rmtmedm
Loafing
1IMPRHmV.
Loadng
RectmWer
Loadre
Tr4WTuan9
Linift
RaCbngWar
<nadln0
Thip118m9
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TMP7& g•
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Lmdrg
Fttdand ar
L adw
TrEpIdang,
Loading
Recbi
Loafing
Tr-pI71fan9.
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3 .g.
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y.Laadv
'6
5 �!`
I,
S5
42 in
170.0
620
I70A
499
770,0
744
170.0
476
17o.0
868
170.o
506
170.0
M
170.0
619
1".0
1116
170-C
521
170A
1240
170.0
621
170.0
I486
tID.O
321
115.8
1469
/70.0
621
I27.8
147t9
170;0
621
481n
170.0
703
170.0
524
170.0
SW
170.0
584
170.0
892
170.0
00
I'=
1133
170.0
6M
IM0
1775
170.0
en
156.3
1303
170.0
660
1303
1303
170.0
6W
It1.7
IM3
170.0
6W
07.7
I=
170.0
680
50.M5 b1
170.0
747
170.0
663
17U
L%
170.0
G31
170.0
1048
170.0
684
170.0
1196
170.0
7M
156.1
1235
170.0
747
1405
1235
170.0
766
t17.1
1235
170.0
755
IMA
1235
170.0
758
97.8
1=5
17U
766
64In
170.0
797
170.0
612
170.0
W.
170.0
691
170.0
1116
170.0
754
154.4
1168
170.0
803
1172
1i69
170.0
&37
123.6
1158
170.0
656
'no
1158
17D.0
$81
88.2
1158
170.0
861
77.2
1156
170.0
Sol
170.0
50
1700
701
166.7
1042
170.0
797
142.9
1042
161.1
832
125.1
1042
14&7
615
1112
1042
13&8
901
100.0
1042
1302
T91
I
I=
125.1
782
IU5
Ion
t25A
7112
625
1042
12LI
712
170.0
SM
170.0
745
1512
BB2
163.6
BIB
129.6
=
144.4
7B0
113.4
092
131.0
782
100.8
892
121.4
768
90.7
W2
114.8
7W
7&e
902
108.4
745
64.8
892
1u9.0
744
W.7
SM
10&0
7"
185A
S47
t70.0
783
137.8
847
146.0
7W
11&1
947
1303
788
103.4
947
117.7
752
913
847
108.7
738
SZ7
947
1022
727
6&B
947
65.1
IM
59.1
947
94.0
711
51.T
947
BCD
711
r-In
135.9
849
442.7
737
1132
849
121.6
722
87.0
849
10&9
70a
84.9-
US
$6.4
SM
756
649
W.7
GBG
67.9
849.
a3.7
616
563
649,
76.3
EN
46A
So
72.5
652
42.6
80
7Z4
651
115.5
7ffi
120.3
M
86.3
762
102A
652
825
762
80.0
640
722
762
80.9
6d7
662
7�
742
620
57.8
7R592
613
4&1
762
62.8
SM
41.3
762
69.9
597
3&1
m
M.4
69sL106.9
724
t11.4
834
89.0
724
1NA
621
76.3
724
82.9
GN
66.8
77A
7.4
5"
SM
724
6&1
591
MA
724
a&4
$83
44.5
724
67.3
573
382
72464.3
567
3&4
726
W.5
565
69.9
50
71,8
488
5&0
649
60.7
474
49.7
543
W-9
41%
43.5
543
47.1
458
3&6
648
4Z6
452
34.8
543
3A5
446
29.0
60
34.9
436
24.8
543
321
430
21.7
50
30.7
47A
BB in
67.3
478
58.B
427
47.8
470
4&7
419
40.9
475
732
112
35.8
478
3gS
40EL
34A
478
94A
40D
2&7
478
320
3D5
2A9
47B
28.1
3B6
2a.5
475
264
380
179
478
242
s76
108In
403
377
N.1
341
33.5
377
39.8.
339
28A
3R
30.0
330.
252_
_377 ..265.
325_
224_
_37T-
24.0--321-
-2&1-
-377-
220-
317-
10.8
-377
-t&0
-310
14A
377-
17.1
-w4
-
111 M
37.t
357
37.8
323
30.9
357
$1.5
310
26.6
367
27.6
313
232
357
24.4
3M
20.6
367
ZLo
30S
1&5
357
20.1
001
15.4
357
17.4
294
i2DW
293
30B
2.4.5
99
245
308
2e.1
274
21.0
308
21.7
270
1&3
3M
192
2B7
I.
906
17.3
263
1441n
17.0
212
17.2
196
I NISLC a0
Anchor
Caoaft
Table Obsi
SubsUate:
27k C-n`u`
3.5k Com
Hw-CMU
FUIed CMU
FR Wood
Metal
5It6'Bco
1WEIn
114"68 Ebe
5118'19-
II4'69 EI.
0f0 stcel
01261ee1
012 Bled
Anchor CUP Pademe
AnchorTYFc
3N6'Elco Uhmm
II4'E1coU0recar
3ri8'EWa ullrerm
tH'Ebo LOtrxm
AO.241of
Ubaeon
A0ore(38W
8-(G5)
8orowlGS)9
SOM(GS)
Edpa mteeoe(hr
1"
2-11Z
1-
2-IW
3-118'
1'
2.1l2'
1'
2-IlY
Y
3.1l8'
2'
0.48"
0.54'
0,924'
EnbMinmtP
1,1'/4'
1.314'
1-3H'
I -TV
Y
1.114'
1414-
1.1I4•
1-1W
14A'
141C
Y
1-IB'
1518'
uxrk.
2Anchmra04.7YMIa QC.! Standan)or Met CUP(Fb. IUP
390W3
390 Ws
460 n4
89D It»
1644 Wa
27DM
28015s
3542.
7401b3
374 ft
6541bs
e451bs
341 em
442163
660 Ws
4 Ambom @ 225' MIn. D.C. / SUndad (orOheq CUP Pp. 3k
700 Ws
7w Im
580 Wa
14101b3
sm Ws
WA
5W Ilia
WA
630 We
WA
86016a
WA
W2 Wa
85511•
1120 He
B Anchors 01.15' MN, O.C. I Smndmd W091a0 CIIP (M 4k
980 8>s
140D Ibs
WA
WA
WA
WA
70] Wa
WA
WA
WA
WA
WA
1363 W3
1770lb1
224D gm
4 An Jima @ a^ Mia O.C.! R) 2k5 Anpla CLp9! (Fig. 4
7B0 &e
7W&
8801m
15M MS
18N W3
540 6s
5B0 W3
WA
760 Wa
7401b3
8801ba
1802 Ws
682 W3
B&S lbc
1120 Ws
8Amhcm N 3• MW.O.C.l R7DISAnete Ceps l ffa By
11T0 i0v
11m Ws
1020 Wa
2340 ft2844164
6,10 ftsoft
WA
11402.
1122 We
1320 On
28M ft
I=Dn
1327 Ws
16W Ws
4 Atcha3@0A5'MIn. O.C. I U-001• Inta,125-Al-ft. 7):
WA
WA
WA
WA
WA
WA
WA
WA
I WA
WA
I WA
WA
WA
WA
U4300m�
2Anrhom ®22a^ Min. O.CJ F4ap o-lp. ek
3FO Una
9W 0q
2W the
7A Ws
478 Ws
WA
280 Ws
WA
915 p3
NIA
440 Ws
WA
341 Ibs
4421b4
BW Ibs
4Anchma @ 1.15- Min. O.CJ MIP Pg. 9kj
4W W
789 Ws
WA
WA
WA
WA
380 Ws
WA
I WA
I WA
I WA
WA
682 Ws
885IM
MOM.
NOTE: FOR THE U"bhl ULIH, USE I Ht SAMt ANUMUM rAl ` RN - ruw.r+vn
FIGURE I: FIGURE 2: FIGURE 3: FIGURE4: FIGURE B: FIGURE 9:
• • • • • • • • U.
•
FIGURES; FIGURE & FIGURE 7:
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
=ANCHOR CAP.,,m
USE THIS FORMULA TO OBTAIN THE ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW
SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED YELLOW
SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE MINIMUM OF.i25' THICK STEEL
STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK
AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 &
#12 ANCHORS INTO WOOD MAY BE STEEL, 1" S.S. OR 410 S.S.
--1 1.000- r
4.000"
125'
1'x4•X.12T
MULLION
PRODUCT REVISED
as complyying with the Florida
Building Codo
NOA-No. 17-0630.01
Expiration Date 05/26/2021
"
OrE
N0.5870%5
ATE f
'-i COS-•.;cCOR.....•'•G���
NAL
A. LS7MFYMILLEtY, P.E.
FL P.E.# 58705
1 /1OLC IA
Mu18Dn C.pajgiy Table Wall!)
Opening Witlth (Mr%erdcatN Ra rg
mLgorls)orOpening Hetght(tor hodmntally$pamDrg mullions)
60 in
so 1.
TD1.
80113
SDI.
L t001n
11201n
US In
160N
t X47:.375
F=tmaiaf I
Ld.9
T4Maao•
Ladog
Rectmfada
Ladng
TmP/Tdmlg.
Loafing
RcctanpAar
Lowing
Trap)Tdmis
Loading
RedMWU
Leafing
TmpMian&
Leg
Rmtan9uler
L-Ung
Mnp/Tdang.
Loadn9
Raemn9"iar
L-dno
Rwrdag.
Loadng
ReelnnpWa
L.ft
TmPfTdmg.
Lo9dm
P=WGula
Ladolg
TreplTrmnp.
Ladolg
Ree=914
Laedin9
Ta1JTd.0.
Lad"
Alum.Tube
Mullion
>A
42In
170.0
E20
170.0
425
170.D
7"
170.0
478
170'a
am
170.0
5m
170.0
99Z
170.0
519
170.0
1116
1T0.0
521
1170.0
17.40
170.0
521
170.0
1488
170,0
MI
170.0
1735
17D.0
521
17U
1983
170.0
SM
481n
170.0
708
470.0
44
170A
B50
170.0
589
170.0
=
170.0
630
170A
1f33
170.0
661
170.0
1275
170.0
077
170.0
1417
170.0
an
170A
17M
170.0
650
170.0
ISM
170.0
aw
151.8
207A
170.0
680
50.8251n
110.0
747
170.0
SM
17MG
696
170.0
STI
170.0
1046
170A
564
170.0
1185
170.0
72J
17U
1345
170.0
747
170.0
1494
ITLD
756
17DO
IM
170.0
M
158.0
1918
170.0
7%
136.5
1919
170.0
759
64In
170.0
797
imo
812
170A
956
170.0
691
170.0
1116
170.0
754
IIDD
1276
170.0
803
170.0
14M
170.0
837
170.0
1594
OVA
858
159.9
1799
170.0
881
Tim
1799
170.0
861
120.0
17SS
170.0
881
601n
170.0
SM
170.0
701
170A
1063
USX
797
170.0
1240
170A
678
170.0
1417
170.0
844
1TD.0
1S94
174q
9"
155.5
1619
170.0
1073
129.6
ISIS
17U.D
1063[,.4
1619
170.0
1063
97.2
ISIS
170.0
1063
631n
170.0
930
170.0
743
170.0
1110
170.0
SKI
170.0
1302
170.0
WD
170.0
1488
170.0
Iola
736.7
1542
170A
10T6
141.0
1642
170.0
1122
117.5
53/2
16fl5
d158
1642
187A
1167
68.1
1542
167.0
7167
601n
170.0
074
170.0
709
170.0
1169
170.0
903
170.0
138{
170.0
iDm
180b
1472
170.0
1058
1428
I47Z
16H.0
1148
128.5
1472
158.8
1130
197.1
1472
147.8
1100
1472
146.D
1104
80.3
1472
146.0
1104
0
721n
170.D
1063
170.0
.878
170.0
JOM
150.8
1320
-168.2
1101
1320
1320
149.9
1082
1173
1320
137.E
1088
105.8
13�
178A
7049
85.0
1321
417.0
1024
1320
712.E
1013
66.0
13m
5125
1012
Jo
To 1n
170.0
1122
1T0.0
837
159.4
1013
1232
1184
139.9
994
1122
1184
125.7
978
99.7
11Sa
115.3
864
89.0
1184
1mA
B52
74A
1154
87.0
835
1184
931
P27
58.1
5184
923
@25
n
741n
16fl1
1IN
1700
W7
147.0
M
118.8
1124
128.8
947
103.E
11ZA
115A
931
92.3
1124
105.2
915
53.0
1124
96.S
906
M2
ft24
89.0
B80
1124
84.3
881
61.D
1124
832
878
g0 m
103.1
BM
1115
750
94.3
736
77.2
844
ett
724
67.6
844
74A
712
60.1
844
00.6
702
54.0
844
rm
693
46.0
844
54.2
878
044
50.0
We
33.8
844
47.7
662
693
742
215
653
74.21742772
652
63.6
742
672
541
55.7
742
55.5
831
49.5
742
64.1
622
44.6
742
49.8
914
37.1
742
43.6
600
742
39.8
590
27.8
742
37,6
W4
- 108in
62.6
5W
635
WD
6Y8"
621
'44.7
' 5W
46.6
513-
'39.1-
686 "
41.4
605
-34A -
568
3T.3
-493
-31.3
-SBB
342
-192
2S.f
-586
-29.8
481
223
586
2"
472
19.6
688
24,7
466
III In
67A
855
5&8
503
49.5
495
412
655
42.9
497
36.0
ass
38.0
480
320
b55
342
471
MI
655
31,3
467
24A
555
27.1
457
m.8
555
14.3
Me
18.0
659
a.4
442
120In
45.6
476
48.4
433
39.0
428
326
an
33.7
420
2eb
475
29.8
414
26.3
4T6
2fl8
409
225
i75
24S
404
10.0
476
21.1
395
16.3
475
1fl7
387
14.3
475
172
381
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28.4
330
25.7
M5
224
301
18.9
33D
18.3
2B7
15.9
.1
mo
283
171DLG /O
AnehorCa
Table ba
3.t.b.tw
27k Concida
3.5k cbro.
NO- cmu I
Find aW
PT Woad
mew
5'1C Ewo
1/a-SS Ewe
S116' Elco
I-8E --
010 Sted
412 Steel
#126tcd
Anchor CIp Patterns
AmhorTypm
318' FJoe Ulbaoon
iM Ebe U11=0
31161 B.o Ufv-n
IW Ewo U MOM
A90reGamr
ltnr4can
AW..r
Sera9 (G5)
Scm (GS)
Scree (05)
E-00e fismnae fmk
t•
2-tfl'
1'
Z-12
1178'
T
2-1Q'
I.
2-172
I Z'
3.1/9'
2'
GAW
0.54'
0.9DY
Enbadln d gnT
1-34'
1-3W
I 1-3/4-
1-14"
T
1-1/4'
mir
1.1/4'
1-Im
1.1/4'
1-114'
Y
13l8•
1-w
1erm0
2Amh. ®4.7Y Mln. O.C.1 Strndmd v OOset Clip (Ftp. 782k
3901b0
39D ItS
4501bs
8901ba
16441bs
270Ite
280 ibs
354 bs
740 M
374lb3
864 m0
90Ibe
341 m0
442 ibs
560 ma
4 Anchom @ 22S I&L O.C. I Stendmd (wOf el) COP n.3p
7001bs
700 ma
5501bs
1410Ib4
S521ba
WA
5S0 m9
WA
630 Uu
WA
WD Da
WA
682 IM
w5 m
1120 M
8Anohom @ 1.15Min. O.C.I Stand d (or Ofmd) Clip n.4i
960IM
14001bs
WA
WA
WA
NIA
7131Iba
WA
WA
WA
WA
WA
13W IGs
1770 ms
2240 ms
4 Almh- 49 3' Min. O.C.! M WAIgk CIT" f (F10. 5j
M M
7801ba
680 ma
15801ba
7896 ma
540 ma
580IIv
WA
m ma
7481bs
eeo Iba
1E92 ma
682 mo
6% Iba
1120 ms
6 Amhom @ 3' Mm O.C. / W Z35 Aron Clips / ". 6p
1170 M
11701ba
102D In
23401bs
Z844 m4
8tD lDs
8401bs
WA
1140 ms
1122 ms
132D ba
28W �
1022 m0
13UIA
16m Oa
4 AmMIc 4DOAS"Min.O.G/ taab, bdo.126'Alum.(Flp. 7J:
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
1430 Ole2
AMbom Q22S Mn. O,CJ FLIip pap. OS
`
360 ms
2B0 ms
705I00
478me .
WA
2801b0
22.
WA
313 maWA
141ms
4611ma
4AMhon A J.1S Mn. 0.0/ F-Cnp a.at
483ma
7WIbs
WA
WA
N/A
NfA
WA
WA
WA
NU
WA
682 ms
8112D
ma
ANCHOR
=ANCHOR CAP.,,,
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
NOTE FOR THE OFFSET CLIP, USE THL SAMG ANUMUH FA I=MN A UANt�rn/rc
TABLE NOTES:
FIGUREI: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES. FIGURE 9: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
• • • • • • • • • • Es 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
FIGURE 5: FIGURE 6: FIGURE 7:
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE
PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33AND .045'
THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS
INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12
ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S.
oIe
Z�
PRODUCT REVISED
as mmplyyl1np� with the Fl-lda
Building Doda
HOA-N•. 17-0630.01
Explratlon Date 05/2612021
%HIV LYNN"-,
7�j
,•
1`�\• C11 ENSF •• ����'i1
4
NO. 58705
s ATE
70NAL ti�G`�•
A. L/YP MjltbEl , A.E.
FL P.E.# 68705
Mullion Capacity Table IbeV
Opening Width (forve111e24-spenrimg
ml6Gare) or Opening Height (Ibrh0d=rkWv-spanrdM RtMcm)
5o In
Go in
731n
80 in
go in
1001.
120 in
140 in
1601n
126" x
11- mng4lar
I., ra
T.Fmdmg.
LaaAng
Ree6ngWar.
foadn0
71apRSang.
L-ding
ReemngWer
Loedra
7tnpll8mg.
Loafing
Reetangder
LSadng
11aa'atana•
Load.
RnclwN.
Lmdng
Tmp7Tnmlg.
Ldadng
Reetanguier
Load.
TrawTd- g.
L99dng
Reele.ds
Load.
L•�lnlmla.
Load.
qer War
L-dng
Tmp/Ltang.
L99dng
Redtmgulaf
tmdno
T 9•
L®dno
3.158" x
265" Alum
Tube Mull
3 .,
S�
8�
49
>i�
8e
2f
8
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s�
a ..
n.s
ag
a
r
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8
r
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1S
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a
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a
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g,
f9
fa
a
tra
a ¢
r
m
3
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ke
:�•
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s
P
m8
b�
b'
5
3B�
b•
8
&
aE
i
e
23
&
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8g
.a
-
c�
3•
8$
a
ga
421n
17U
820
170.0
435
170.0
744
170.0
476
170.0
866
170.0
508
1T0.0
&42
170.0
518
170.0
1116
170.0
521
170.0
1240
170,0
521
170.0
1488
170.0
621
170,0
t735
170,0
52/
161.E
1T6B
170D
521
461n
170.0
T08
170A
524
170.0
650
170.0
584
170.0
992
170.0
BW
170.0
1133
170.0
661
17U
1275
VOID
677
170.0
1417
170.0
680
16{.e
1548
170.0
6W
132]
154e
170.0
880
118.1
150
170D
td0
50.6Z In
170.0
747
170.0
6W
170.0
age
17oo
631
170.0
I=
170.0
684
17MO
1195
170.0
723
1790
1345
170.0
747
157.0
1468
170A
75S
1a9.2
1468
170.0
756
1193
1463
170.0
758
104.4
1468
1TO.0
758
fNh
17a.0
797
170.9
612
170.0
See
170.0
691
170.0
1116
170.0
764
170.0
1276
170.0
803
IMI
1376
170.0
837
143B
1316
170.0
856
1223
137E
170.0
081
104.8
1376
IM-0
851
91.7
1378
17U
851
601.
170.0
885
170.0
701
170.0
100
170.0
797
158.8
1150
170.0
B78
139.0.
1138
16T.4
930
12'3.0
1158
Me
919
1112
1158
1510
at2
92.7
1158
144.8
MS
78A
IMS
144.E
906
69.5
115a
144.8
age
631n
170.0
930
170.0
745
180.1
1051
170.0
a50
1372
1051
1539
662
1211
1061
142.0
948
105.7
1051
132.3
837
98.1
1051
125.7
830
$0.1
1051
1195
822
88.6
1051
118.1
821
60.0
1051
119.1
821
Z
Win
167A
967
178.0
Me
139.3
957
151.9
805
119.4
957
Me
700
104.4
957
121.6
777
SIR
957
1128
797
836
957
108.6
759
69.5
957
100.0
750
697
857
938
748
SL2
957
969
748
'c
72In
1287
804
1352
698
107.3
604
1162
684
91.9
SO4
101.3
671
W.4
804
CIA
660
71.5
804
84.1
650
64.4
894
76,8
643
33.8
904
72-3
033
40A
504
69.9
GM
40.2
8%
69.8
60
791n
109A
722
114.4
630
812
722
972
618
T82
722
06.3
BOB
68.4
722
737
596
60.0
722
70.3
688
54J
722
65.5
5W
454
722
59.5
570
39.1
722
W-T
50
34.2
722
682
564
M
781.
1012
8B5
105.6
600
94.4
086
696
5W
723
885
785
S77
633
6W
70.5
568
602
685'
04.5
560
60.6
665
60.1
653
422
986
64.3
643
36.2
686
51.4
637
31.8
685
50.7
536
90t.
05.9
615
WA
457
54.9
518
57Z
449
47.1
615
50.1
441
412
515
44.7
434
30.6
515
40.8
428
=0
618
37.4
422
275
515
33.1
413
ZL5
Me
30.E
407
20.6
315
29.1
404
96 in
SU
453
553
404
45.3
453
47.1
3W
36.0
463
41.0
391
3"
463
WA
385
302
453
33.0
379
272
453
30.4
374
22.6
453
26.6
366
19A
453
24.3
380
17.0
453
229
355
108m
38.1
3W
390
323
31.8
358
32B
3%
27.2
3W
-28A
313-
-23.8-
-356-
252-
-3W-
-212
358-
-227
304-
-19.1 -
-358
2D.8-
-3W-
-15.9
359
-130
29:1
111 h
36A
338
35.8
301
25.1
338
26.1
297
22D
338
232
293
195
330
20.9
289
17.6
338
19.1
285
1201n
27,8
290
283
T3062
730.1
290
23.8
260
109
290
20B
256
17A
290
18.2
253
15.4
290
18.4144h
18.1
201
183
AnehorCapadty
Table S
6ub31pn6
27KComele
a5tcate.
I HW-cmU
FftdCMU
PTY4m0
Mea
AnehorClip Patfems
b5f
9+16'[3eo l81raem
VY EKSUmacon
5.1U6*BC810
B
I
S1-o.-
VC EKOUWdcOn
114"SS E1e0
Aggn a0f
W646c0
Unazm
1hr S50to
A99MC-ao
010Sted
Sc2 (GS)SCfey(GS)
4126tm1
A Stei
Sueo(G5)
F.tlge Cvstance Mj
1•
2-t7
1 1•
2-1/Z
5178'
r
2-Ur
r
2-VZ
21
3-1/8'
r
DAW
0.5C
0224•
EmOeanem
tSIC
1
15/4
13/C
Y
1-1/4•
1-V.0
1-1/4•
1•V4•
1-114°
1-VC
r
I-w
I-wr
-Ik
2Ancton Q479 R9a C.G/Smld6gmOisel
Q0839 tY
39D ms
390 Re
4309n
B90 ms
7644 m%
27081s
280104
95401s
740IDs
374 a15
664 ga
946 tm
34111m
442 ®3
SW Sa
4Archm @ 1.15• Min O.0 / St�O (m Or&N) Cop p'f9 $
4W MS
7W W
NIA
WA
NIA
WA
3W IB
WA
WA
NIA
WA
WA
682 ms
B85Its
1120 m5
4AmmB®Y Min. O.G/(2) W Angle Ups I(Hg. 31
7W IW
780 E4
6WBn
ISM ma
78g6103
540 m9
BW b6
WA
7W 116
74S av
am m9
1692 U.
682 ms
885R5
112D m1
4ArclNn00.45°MIn.O.alU-MP.ir44.126°Alum(FI947
NIA
WA
WA
WA
NIA
WA
WA
WA
WA
NIA
WA
WA
NIA
WA
4490W
1 Arcmc/ FCap(N90i
IF
195 t6
225 b3
445Im.
622 m1
135m!
140 m3
t77W
37012s
187 gx
33215S
479 m:
17D t1e
22IMS
280 gs
2 ArtI Q 1.76' Mn. O.CI F-05 ¢ 6Y
7A0 ms
350Im
WA
WA
WA
N/A
190 me
NIA
WA
NA
WA
NIA
S41 H14
d42 is
5W my
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE
CUP MUST
• • • • BE USED
IN PAIRS.
FIGURE 4: FIGURE 6:
•
FIGURE 6:
IL -
TABLE NOTES
ANCHOR CAPACITY ADJUSTMENT FORMULA
(OPT) X ( ANCHOR 04P.,m,e,"� _ ANCHOR CAP.°„
MUL, CAP.,,,,,f
USE THIS FORMULA TO OBTAIN THEANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN .
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPAu I Y WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
MOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T6AND BEA MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND
.045° THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125• THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 S.S.
N(
PRODUCT REVISED
as comp Mng with the Florida
Building CCo e
NOA-No. 17-0630.01
Expiration Date 05/26/2021
`jlt1t111117j/
No.58705 •� C
ATE
G�
A- LYNN MILLER, P.E.
FL P.E.# 58705
a
TABLE 9A
Munron CapeaitY Tfible (melrt6
Opening Width (farvedlda*spenrko
mld6Dns) or Op9ning Helehl(TorhodmllMpY•6panning
mdlWrw)
1pA in
1407a
16D i4
5p It
solo
7o in
BON
BON
tog In
Rddangular
Tmp/r6on9.
ReaWR7uhr
]mpTIlan
Rmt-gdar
Tmprdat47.
Reclan9uhr
T®pManp
Red.gajar
TmprTdene.
Reolnn0aler
Loadar0
Taprotang
Load"
Rode gmar
LaedBtp
T.Plidane.
Leading
Raala08ader
Laa lnB
'1h pr0fan4
Loadur0
Recimoder
Magna
7wpridano,
Leading,
1.2613.28
Leading
CosdnB
LOadnB
Loedsg
landnB
LoodnO
Laadn9
Coelho
Laed08
LeaDbl9
>t .100
Alum. Tube
MBlliort
Iy3ppX��
5
tqqg�
pa�a�b
yp
'S
h
F
�
1
4.1
NS1
1
a
z1
d
1-1
42
170A
620
170.0
d15
170.0
744
170.D
478
170.0
BBB
I70.0
146
170.8
092
170.0
519
174o
/176
17D.0
fi21
153.3
Ills
,Tao
521
127.7
111E
17o0
Sol
109.6
1118
170.0
B21
948
Ills
1T0.0
521
48h
170A
708
170.o
B24
170.0
85D
170.0
584
167.6
878
1r0A
630
1447
B76
170.0
og1
734/
87B
170.0
877
117.3
978
t76A
880
87.9
978
170.0
Boo
as
B76
170.0
8W
7363
W8
1740
610
SOAT6k,
7-oo
747
1740
SW
170.0
893
170.0
W7
150.7
927
170.0
SB4
13L9
B27
1885
708
1172
827
169.1
a00
fo5.6
027
1543
WB
87.8
B27
IM3
Go
T3.4
827
166.3
an
64B
527
1549
W5
641n
f70A
797
170.0
612
1645
W9
170.0
6B1
1719
aW
167.8
fiW
1148
B69
141.E
6W
109A
869
134.0
860
027
W9
129A
054
77,3
BW
1T4B
652
86.2
ago
128A
652
57.8
868
128,8
6W
Wh
1432
746
1619
B34
1f44
T46
1323
620
f02s
746
i17A
We
69.6
748
107A
599
T9.B
748
101.0
592
7t.8
748
948
687
6H.7
746
87/
W.3
77.0
6W
628
512
N2
748
877
Gi.3
78.T
561
628
40.8
39.7
7/8
677
83J
747
W3
629
Wh
123.7
on
132.0
SM
I04I
e77
1132
566
68.4
917
1W.4
653
77.3
677
B1A
648
68.7
677
05.2
5339
61.B
677
81.0
53d
SLB
BT.e
519
71L8
at7
643
600
67.3
817
78.8
5M
59A
617
72.6
494
69.8
617
68.7
469
44.8
617
64A
483
W.0
617
647
482
3sa
817
847
462
65In
721n
f07.6
82.8
617
618
114.1
am
WO
460
s0.7
69.1
817
618
74.2
44D
592
518
652
432
51.8
516
548
Us
46.1
518
642
419
41,4
618
50.7
414
34.5
6/8
448
408
20.s
67B
45.D
41L5
248
516
44D
109
t
761n
70d
465
73.7
408
64T
466
828
398
60.3
485
Ad.9
' 39D
44.1
485
46A
386
392
d69
46.9
378
96.2
485
422
376
20.4
486
349
38T
T6,2
4B5
�6
364
220
20.4
S85
441
3B2
327
399
246
786
02
441
640
387
54.3
441
67.7
379
48.8
a48
372
40.8
441
46A
388
382
441
41.6
980
928
441
38.7
3W
212
272
17.7
ddl
332
a4.B
21.3
349
2so
29.3
71.2
441
332
ul
10.6
348
112
13.3932
14T
26096a
W n
42A
332
498
285
34d
392
37.0
2W
90.9
�4441
2
323
284
28.5
332
28A
2W
23.6
392
241
27B
21.2
332
24.1
35.0
291
948
280
20.1"I30s25325.0
244
252
21.8
ZB1
245
248
1B.d
291
21.3
244
17.6
2B1
19.5
241
14.6
291
17.1
230
12A
2BI
16.8
232
logs,
24.9
230
241
!0T
206
90
27.1
206
77.5
230
143
2m
15.4
230
182
188
_
"III
22.6
218
241
197
748
218
1DA
194
162
218
14B
161
14.1
21e
14.8
18B
_
12D In
1T.8
187
142
170
14.9
187
149
187
TABLE 96
ArtchorCa cityTahle a)
Subshafe: 2.7k Conamte 3.51, c ra, Ho6ow cmu Filed ChW PT Wood Metal
AroimrTypa:
31t6'Elro UllmcoA
1/4'EtO UArmon
3116°9co L01mcon
1/4"Elro Mtaeen
7r4' 3.9 Doo
ABBm6;eIW
S'I6' FJro
I2treeon
1/4' S9 Eno
AtNreSator
010 Sled
Sc1ew(GS7
#12 Steal
sarcr+(G5)
Id2 ated
SaRw(1i9)
AlIC11e7 COP Patterns
EgE Didtence pnp
1°
2-IM
1•
Y1r2•
3.1/v
T
2-OY
1"
2.77E
2-
3-1I6•
T
0.46'
0.54•
0,32.V
Embemeenl M):
1316•
1314'
1-3/4•
1314'
Y
1-114"
1-114"
t4lP
i-714'
1-1/4-
1-1/4'
T
b318'
I-W
led.
Z&CMM 0 4.75• Mtn. O.C.I Mandan! a 06nel Cop (Fig. 77
390In
3o0 un
450 @s
890
1644 In
270 In
280 as
354It ,
740160
3741ts
564 f
943In
n
341 In
682Ibn
442101
BBS [be
5D0 In
11209.
4 Amhms@/,16•Min O.C. I StendIn(or 016W) Cip(Fig. 2)
48D N1
7DO In
WA
WA
NIA
WA
swI.
560IDe
WA
WA
WA
760Ibs
WA
748In
WA
am on
WA
16M ms
og2 on
885In
11202e
4Andmrl03-Min O,C.I (2)2s3000 Cups/ tRD. 3Y
78D @s
7W Ibs
6W Me
15600a
logo pts
Mill We
NIA
NIA
WA
WA
NIA
NIA
050In
3Anohae ® 0.64° Mt. O.C. l V12 No JUT A1nm. (Flo. 4t
N/A
'1451bs
WA
WA
WA
445m
WA
B22 Wa
WA
135®e
WA
140 hs
WA
1771ts
3T016s
f0710e
9321he
4730ts
1701ba
?21 Ite
z6316s
I AmhWr F-OIp (FIB. SX
1951b1
9251be
NIA
19D @s
10
WA
N!A
WA
WA
341 to.
4d21bs
BBOIbe
2Anosors d91.16 Min. O.C! FaW pTB. ez
240In
353 In
WA
N/A
WA
FIGURE 1: FIGURE 2•
FIGURES:
FIGUF84: FIGURE5'.
ref
ANGLE
CLIP MUST
BE USED
IN PAIRS.
FIGURE 6:
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS,
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND SEA MINIMUM OF.100'THICK, STEEL STUDS TO BEA MINIMUM GRADE 33 AND
.046' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
#10 & #12 ANCHORS INTO WOOD MAY SE STEEL, 18.8 SS. OR 410 S.S.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
ANCHORCAP.,�,,,,,
(DPry) X ( ) _ANCHOR CAP.,®
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. [TWILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
1.25T
3260"
.100,
126"X 325•X.100•
MULLION FOR
FIELD -MULLED UNITS
32b0"
.100"
1.25' X 3.25 X .log°
MULLION FOR
FACTORY -MILLED UNITS
PRODUCT REVISED
"' comp & VAth the Florida
Building Code
NOA-No. 17-0630.01
Expiration DatelrJ5/2612021
1111111f //r
LYIVNrA
* • No. 5870b *�
AO ATE F}
S�O(�NAL S����
A. LYNN } IIILL1�9, P.E.
FL P.E.# 58705
TA13LF10A
Mullion Capacity Table (WeRk7)
Opening Width (torve7tic9Uy-spamtng
101110ts) or Opening Height (forherimNeUyspannllg in dflons)
sob
Go 1n
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109 in
1201n
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160 in
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1463
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1711.0
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7877
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170.0
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170.0
812
170.0
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1276
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165.9
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129.0
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167.8
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139.9
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163.2
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113.9
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132.1
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104.9
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119.1
860
93.2
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03.3
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102.7
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94.3
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59.5
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91.1
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806
10L9
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1112
731
89.1
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100.0
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141
91.7
756
71.4
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85.6
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69.6
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77.6
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51.0
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74.0
137
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341
73.3
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7,7
732.0
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783
110.0
694
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826
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91.9
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713
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84.1
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70.7
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67.0
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66.1
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85.9
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71.6
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74.9
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61A
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66.3
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53.7
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58.2
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47.7
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628
558
410
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48A
651
35.8
871
43.1
639
30,7
611
39.7
537
26.9
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37.9
626
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70.9
690
72.8
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6tA
618
60.6
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63,4
609
44.3
680
47.6
602
36.3
590
410
484
35.4
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39A
498
29.6
590
347
477
75.9
690
31.8
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22.1
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29A
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49.7
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60.9
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41A
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42.8
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37.1
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31.1
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27.6
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29.7
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17.8
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16.6
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19.6
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48.1
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382
441
393
393
323
441
34.1
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20.6
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30.2
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26.d
44t
27Z
376
22.9
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249
372
19.1
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21:6
353
16:4-
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783
378
389
344
302
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31.0
319
26.9
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226.8
394
227
378
23.7
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21.3
325
18.1
378
19.9
321
16.1
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10.7
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21.0
262
212
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16.0
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15.3
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TAULt 1Utl
_ AnchorCep4LWty Table(Iba)
SUOMI
27K COnerrte
Hae WCMU
F81e0CMU
PTW000
Metal
'
IWSSI'_ca
l7M'FJ00
v4"SSEEN
070SIed
47123fe31
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AnMa7YPe
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acw(735)
MehorClip PeLGme
2-172'
2-112'
t"
2-vT
1"
2-v2
T
S1lC
2'
0.4g°
Q64'
0.92MIS
FAg9 gsfarxe
1'
1"
4:f74"
us1-
k54
1-v4'
1-114"
I_v'r
1.114"
1-v4°1-S'S•
13'8°
YdiesA73'M(n
O.C./St9Ma7011r OD9e1 C9g (Rg.1
39Dms
390 m4
4501Ds
B90 ma
27(1 ms
2BO me
354 ms
7d01m
9741bs
664 ®9
file Be
341ID3
4d20a
6W m94An:bas
ld l.1.Min. o.G/Staooar0(a gSet)Wp krg
480 ms
7m 6e
WA
WA
NIA
300 OBWAWAIVA
WA
NIA
4ie21bs
8951�
11201�4Arclna
8t TM"L 0,0. I T�2X6Angle alpsig7B(I
ms78D
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7601Te
749 ins
A80 mB
1814ft
682ms
886 f1a
t1200103Anelcls@
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NIA
WA
NIA
WA
NIAA
NIA
WA
NIA
WA
WA
N01
WA
moms)
195 mst95043an
ite
198ms1771b9
3701bs
187 ms
332W8A781ht
170ms2
ep
210ms
3m OB
WA
NIA
N1A
NIAms
WA
WA
I WA
I WA
WA
341 m5
4421�
660 and
FIGURE It
FIGURE 2:
TABLE NOTES:
•
•
' • • •
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE
ANGLE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
CLIP MUST
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LCCATIONS.
• •
• •
_
BE USED
IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
90 WOOD SHALL
FIGURE 4: FIGURE 5:
M •
FIGURE 6:
•
•
T F
GROUILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF ,100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125"THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 & 412 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S. OR 410 S.S.
ANCHOR CAP."w
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN 1T IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
125" X 3.25, X.624•
MULLION FOR
FIELD -MULLED UNITS
PRODUCT REVISED
as comPlying with the Florida
Building Code
110A-No. 17-0630.01
Expiration Date 0,5/2612021
* e NO.58705 `
O� •-• STA' (V
'ill
A. LYNN MILLER, P.E.
FL REA 58705
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RIGHTS RESERVED
aM:
m g y lrn i q= c o, i IMPACT -RESISTANT ALUMINUM TUBE MULLIONS
2X4X.25MULLSPECS
^� p-� � ro C) � N SeAea; stele: Draweig No. Shoat
,2�,� •• \�`�` �+ N c • NIA
N/A 6300JR 16er 2 road PEclwotocr move
3 'a Drexn BY. Date: Cf�ecked By. Data; x VEN7C$ FL 34279
EEC :'* ��`� a i a J ROSOWSKI 08/29/11 vC (941) tdD-160D '
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Opening Width (tar tertM44perslrg
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SOIn
solo
701n
ea in
Win
100In
1201.
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42 in
170.0
920
170.0
415
170.0
74L
170.0
478
170A
See
170.0
606
170.0
N2
170.0
519
17a0
11 IS
170.0
521
170A
1240
170.0
521
170.0
1488
170.0
521
iM.0
1735
170.0
521
170.0
1983
170.0
5Z1
48 in
170.0
708
170.0
$24
170.0
BW
170.0
W
170.0
992
170.0
630
170.9
1133
170.0
061
naD
1275
1T0.0
877
170.0
1417
170.0
680
170.0
1700
170.0
6B0
170.0
1883
170.0
asD
770.0
2267
170A
nano
50.60M
170.0
747
170.0
S83
1T0.0
am
170.0
631
170-0
1046
170.0
684
170.0
1195
17D0
723
170.0
1345
1710
747
170,0
1494
170.0
7%
170.0
17W
170.0
756
17MO
'20OZ
170.0
758
170.0
2391
170.0
756
541n
170.0
797
170.0
612
17a0
BSB
170.0
681
170,0
1118
170.0
754
iTOA
1275
170,0
803
170.0
1434
170.0
837
170A
i&A
1TO.0
SW
170.0
1913
170.0
BB1
170.0
2231
170.0
861
170.0
2550
170.0
881
W in
Vile
875
170.0
MI
170.0
IOM
170.0
797
170.0
1240
170.0
878
170.0
1417
170.0
044
17%0
1594
170.0
BBB
170.0
1771
170.0
1033
110 0
2125
170D
1083
170.0
7A79
170.0
lOn3
170.0
2833
170.0
1083
0.iln
170,0
830
170.0
745
170.0
1116
170.0
850
1TO.0
1322
170.0
940
170.0
1488
170.0
tots
170.0
1673
170.1)
1117e
170.0
185A
170.0
1122
170.0
2231
170.0
1169
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2603
170.0
1171
170A
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170.0
1171
=
68W
170.0
87,4
170.0
789
170D
1169
170.0
BD3
170.0
1384
170.9
f002
170.0
1558
17a0
1089
170.0
1753
110.0
7154
170.0
1lMB
1T0.0
i210
170.D
1338
i70.0
1275
170.0
277
170.0
1286
170.0
3117
170.0
1288
C
72in
170.0
1061
170.0
M
170.0
1275
170.0
INS
17U
14M
170.0
1128
170.0
1700
170.0
1228
170.0
1913
170.0
We
170.0
2125
170.0
1387
17MO
170.0
1488
770.0
2875
f70.0
1529
170.0
3400
170.0
1530
J
78In
17MO
1122
170.0
W7
170.0
1340
170.0
1080
17D.0
1570
170.0
1209
170.0
1T94
VMS
1>?2
170.0
2019
1T0.0
1421
170.0
224]
176.0
15a5
170.0
2b92
i70.0
7829
170.0
3140
i70.D
1994
170.0
3589
.0
's
78W
170.0
ii51
170.0
9B7
170.0
1381
170.0
1116
170.0
tell
170.0
1260
170.0
1642
17aO
130
179.0
2072
170.0
1474
170.0
2302
170.0
1564
170A
2763
170.0
1700
170.D
3223
170.0
1777
110.0
3883
170.0
1708
Solo
170.0
13M
170.0
1144
170.0
170.0
1859
170.0
1498
170.0
21Z5
17MO
I=
170.0
2391
170.0
1793
170.0
2659
170.0
1918
170.0
318a
170D
2125
15fl0
3413
17a0
2Z73
t36S
3413
170.0
2361
SOM
170.0
1232
170.D
-170.0
19M
-170.0
_1822
-1T9.0
2287
770.0-
1784
170A
2550
170.0
1952
170,0
2833
170.0
2M5
I=
3199
170.0
2338
137.1
3199
168.6
2470
1�A
3199
1561
2425
1086f
170.0
170A
1409
170.0
*170.0
170.0
2ml
110.0
1870
170.0
2550
110.0
2078
164.8
Z78..,.98t
116.0
21�III
in
170.0
fl14417170.0
170.0
1454
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110D
2283
170.0
1032
170.0
2821
170.0
21"
I5IA
267E
1823
2245
136.E
2e32
14a4
2218
113.5
2802
128A
2769
B78
2632
115.1
2128
85.4
?e>2
108.3
2098
120N
170.0iTLO
1588
17002125
170D
1a59
154.4
Il1a
II9U
1991
1351441n
125.1
125e
1445
1a1.3
1564
ttre.1
1426
98.4
7581
B15
1407
78.2
1584
807
/380
80.5
1684
72A
1373
62.6
15B4
6a7
1358
521
7564
5e.9
7330
44,7
1584
492
1305
39.1
15W
44A
1283
TABLE 138
AnehCr
Capacity
TableHills)
Subm.te:
2ik OOmre1•
3.5K Cone.
F1011ow CIdU
Riled CMU
P70Vacd
t
y1• F�c•
El,
114.68 Ebo
SI18-Eice
IW SS Else
Me Steel
Yt2 sleet
e
D1231ee1
2
Anelrarlypa
3r76•ElmlOhacur
VOE1coUArmm
W6'
Y76'EIeOUiMCOn
114'EkO,Ulrcon
AOpreGala
Heaton
AWaGabf
Suet CGS)
6casv (GS)
Scren (G5)
AnehorCGpPattelns
1'
2.1IC
t'
2-1?
3-118'
1'
2-1(7
t'
2-171
2'
3-1/8'
7
0.48'-
0,64'
0.324'
Ede--.e MC
Embedment r
I- M'
1.30
1.40
tal4'
7
141r
1-1W'
1.1M'
1-114-
1.14-
1-11C
7
1-W
1318
10d-
2Armhom04.75'Mb6O.G/Standard aOmet clip 090. 162Y
3901bs
390 are
4900a
SW Ibs
ie"rob
2701b5
2801M
3541bs
740 fbs
3741M
684lb.
we me
341 lbs
4421hs
5W ibo
4 Ancha•094.W W. O.G7 Smndad(OrORaeO Cop tRO. 3):
7609n
780IM
eM ms
1T801Ds
32321be
540 IM
5601bs
70801s
14800s
7481M
f2721bs
18921bs
8B20s
685 ae
1126Ibs
8Anohem 0 1.7t' MIn O.G I Sl9ndad (OrOaseI)C0p
118016s
14001M
101010s
25951bs
WA
WA
9461M
NIA
1065 ms
WA
WA
WA
1383 the
f7701M
2240 Wa
4 Anchors 03- Nln O.C. 1 R1243 AnSts CIP• 1099. ON
760 iba
780 Q.
No Ibs
15901bs
1890IM
540 Ibs
5601M
WA
760N
7481M
8m IM
1892Ibs
882 R7s
SAnchae®3' Min,oalIl)2a5 AnOb C411B 1(R0. Sr.
15601M
15601M
13M Ibs
31201M
87920n
10BO Dn
t12D Ibs
WA
15101be
1498 Ds
1790 m
37841hs
1303 f2240lbs
12Amhae421S'Min O.G /(2}2t3A1gie CBpelp:107C
1650 U.
21001M
1440W
37fi01M
WA
WA
13MlbaWA
1500Its
WA
NIA
WA
2mm.33801M
RK
Arwhae 1S47lfOLO.G/l1tlfp• 0d0.125'Mm. lF1p. 8):
WA
WA
WA
WA
WA
WA
W' A
WA
WA
WA
WA
WA
WA14301bsAriehN3®084•W.
O.C./LL p, We.125' Alum. V90• ek
WA
WA
WA
WA
WA
WA
WA
WA
WA
W0.
WA
WA
WA?8810e
2 Ana- ® 4.58' WW. O.CI F-P ft 14
990Ibe
390 my
450 @s
8901bs
1816 @5
270 ors
ZBO IM
3M ors
740 ors
3741bs
8381M
948 Bs
'341 1M
4421ia
560 ®9
4 Andras ® 1.71' Min. O.Gt F4 P (F41 fY
3901M
700Ihs
505 @s
1298IM
WA
WA
4T0 Ms
WA
633 Ibs
I WA
!UA
WA
fiB2 Ors
6851hs
- 1120 n.
ANCHORCAPAWYADJUSIBOtIVI rUKMUI 4
(DP,)X( ANCHOR CAP.,a,,,,�,j _ANCHOR CAP.-
MULLIONCAP.,c,,.,
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWERTHAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILLYIELD A MINIMUM ANCHOR
CAPACITY WHICH MAYBE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE6 TANDARD P. TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9: FIGURE 10: FIGURE 11: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
• • • • • • • • • LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
• • •• •
• 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS
• • • • • • • 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURE 5: FIGURE 6: FIGURE7: SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE
• • • • • • • • CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FI
(FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-BO. WOOD SHALL BE PRESSURE-TREA
• • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF
MUST BE THICK STEEL STUDS TO SEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURALSTEEL
• • • • • • • • USED IN BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
PAIRS. THREADS BEYOND THE MATERIAL. 010 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410
PRODUCT REVISED
as complyInp with the Florida
Building code
NOA-No. 17-0630.01
PJtpirrBOn Date D_ - 5/26/2021
By
•Nv �YNN.�I',%
'o.
* j No. 58705 '
,t;'., B�ATE.
70
L
A t W INQ WfEf3 A E
FL P.E.# 53705
TABLE 14A
III Capacity Table '
Opening Ugdth Obrvw8w* parsnrg
mtlllons) or Opening Height (Torhodmrda*sp@rVrg Ir616cns)
126" x 2.17"
Wln
Rechngular M1,111-19.
Loedln0 loadlr6
WN
Rectarg" TraWrriang
Loa4hg L.oafnD
70In
RectotAObr Ttaplfdare•
Loading LoaGN
Wln
RxtanO"la Trnprrd-M
LaaNng LaaeB19
90In
Rectan961er TrarfTdam.
Ira51re lazding
1WN
Rectangular
Loading
120N
cbWll r Traparg
nad'm9 Lnodlrg
14D in
ReGi811g14ar TrLondan6
Loadtrp Imdlre
1W In
1-nad36 Laa9n9
RL.Wb Dlar Ttaprlft
x.126"Alum
Mug3
a
2:
2•
vim.,
J�a_��
$
a.,
gg6
B
'�-.
gs
x
��s
11.11Q.Ll
vTube
€
�42N
1442
526
167.0
428
120.2
626
14d9
418
1030
62s
7389
414
9a1
578
134.6
dt!
0a1
SZB
1341
411
721
528
1
625
134.t
411
61.8
526
134.t
411
487
629
134.1
41145N
9d6
403
108.0
=3
Bay
403
947
323
69.0
403
W.4
320
60.4
403
81.4
317
687
403
781
M5
483
403
3
4M
78-6
314
346
403
788
31d
302
403
786
314
W.625 in
S23
W2
91.0
301
689
362
793
294
586
3S2
71.9
2B9
51.5
3R ,
67.2
288
447
3 22
64.6
2d4
412
382
3B2
Bib
7B3
284
362
635
2B3
287
3B2
635
183
c
141,
W N
67.9
49.5
31e
2N
74.1
ISM
%!
219
5&5
M*2
318
258
842
46.7
261
214
486
383
31B
258
67.7
40.7
2W
21D
424
Sae
316
2SE
636
97.2
253
207
37.7
27.5
316
266
W.B
34.0
2W
204
339
247
316
256
465
33.4
2d9
2M
289
2ae
318
20
49-1
=2
248
201
2d2 _
t7.7
318
256
4B7
322
248
20t
212
145
378
26B
49.7
322
218
201
3
63 N
427
234
46.6
�0
35.8
734
39.1
195
305
234
34.7
192
a'67
234
31.6
1 W
237
234
2A4
1 W
21.4
234
280
1B4
17B
z34
2&6
183
163
234
Z8.5
183
13.4
23/
P 5
163
66N,
31.2
213
3 AA
1B3
31.0
213
33.7
179
2a5
213
29-B
ITS
232
213
27A
173
20.E
213
25.1
t70
188
213
237
1W
iS5
213
222
167
733
213
220
the
11.6
213
a.0
1W
72m
28.6
179
30.1
765
239
179
26.8
t4
2a4
176
7l5
149
178
178
2a3
1+A
159
ITS
78.7
145
re h
243
In
25.4
140
2013
161
21.6
137
17.4
161
19.0
135
152
161
17.0
133
75N
226
162
285
733
1de
152
189
131
1&1
1rII
17.6
126
TABLE 14B
-
- Su[etrsle
- 2.7k0 mete
3.5K 1xs1:o.,..r
•" •rY -__-Hd-CNU --- _
_F0k0(2n1.
_ -P_T WOOD
- Mda1
Sr1URr 6'EkE1 0
TV Elto
6A6•Elto
1l4•SS Eko
BrOStee
#IZ S1�J
i112Stsl
Ahha TY�
3116'EicO tnir4em
114. EICDUnracon
3r1BEk4Unracon
tla•ExntOsficm
Agg GalOr
Ul7.xon
Aggre�3or
SerCA (G5)
Screk (C5)
Semr (Cd5)
Anchor Clip Patbma
2.1?
3-716'
7• 2-12'
1' T72°
2'
3-1w
2'
a46•
Db4'
0.32r
EDge roslar4e(Nk
EI1lbertOPAt
1' 2412'
lslr iSlr
1'
15'r 1Sl4"
2"
1-114' 1•V4•
1�1Ir . 1-1/a^
1-1/r
Mw
L,
1-9l0•
t.W6'
YAC9 '
a Anchors ®9`A1St O.C.1
2r5Angk OW5/(FI t2
7801as 7Wex
6801ta 7smw
16B61.
rlwm 6W0x
WA 'PW lat
7489e
BBDID4
1892 N4
W21D5
Mine
I U301as
TABLE NOTES:
1)-SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 1:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21 23.
• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6063•T5 AND BEA MINIMUM OF.125•
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .04T THICK (18 GAUGE), STRUCTURAL STEEL TO BEAT
LEAST .125- THICK AND A3& ALL ANCHORS INTO METAL SHALL DCTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S.
=ANCHOR CAP.,"a
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE,
�1268°�
2lie
� .125
t28° X 2-11' X A26• MULLION
(INTEGRAL FIN MULLION)
PRODUCT REVISED
as Complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
By
Mlam a� ro uc Contro
_ tail llllr
aQN GE SF �/�C�
No, 68705'
'10
't
�''s` 0IVAL E,, .
A. �Lr
L H to aF'1. P.E.
FL RE.# 58705
TABLE15A
eeuuton CapaoityTahte (WsfR2
Cp•TlingWidth (foruerttraly3paraing11n{io11s)orOpeningHoight(fortclizoNa17F6pa1ringMI'll
)
50M
Go in
70 in
INN -
e01n
100h
120N
140N
160N
3.W30
R4elanyYear
Laa&ng
Tr 7Tf1an8.
LaodL4
F7ecNn9tgaz
faadn9
Tap/rd4ne.
L-ft
Recten9Wm
L-dn9
Tra".9.
ImAn9
RcwGul r
LoadnO
TraFR .4
LWdIM
Rectangr1.
Loading
Tmp7d 9-
Laadn9
Recta.gutar
Lmdn9
TmpdT0 W.
LoadNg
R-t-01er
t+oadrtg
Trn{YTdw
Loedtq
Ree"am0ar
Loadn9
Tm DWne-
Loedne
R� �
Loadn9
T' 0•'9-
LmdnO
DEG.AL
BAYMULLa�
g
8
qq
G�
�S'9
ci
0�
4i 8
€�
tS
s
6
S
c-'
s�
o�
h�
<-
42N
170.0
620
170.0
436
170.0
744
170.0
473
17MO
SM
170.0
5D6
170.0
�
170.0
519
17U
1115
170.0
521
/70A
1240
1TQ0
SN
170.0
1488
170A
621
170.0
1735
170.0
521
140.1
1740
170.0
521
170.0
700
170.0
524
170.0
860
170.0
584
170.0
S92
170.0
630
1T0.0
1133
170.0
661
170.0
f275
170.0
677
170.0
1417
i70.0
680
152.2
1522
170.0
680
130.5
1522
170.0
680
1/42
1522
1Tao
680
170.0
747
t700
553
170.0
898
170.0
631
170.0
1048
170.0
684
170A
1195
IMA
723
170.0
1345
fT0.0
T47
164.2
1443
1T0.0
756
136A
1443
170.0
756
117.3
1443
1T0.0
759
f026
f/43
170.0
798
170.0
707
17MO
612
170,0
856
170.0
69f
170.0
170.0
1275
170.0
803
160.4
1353
170.0
837
144.3
1353
170.0
856
120.3
1353
170.0
6B1
103.1
1353
170.0
861
90.2
1353
170.0
88f
rSU26
170A
887
170.0
7d
170.0
1067
170.0
797
167.0
140.1
121E
17ao
844
t28.9
121e
159.8
838[5-5.4
1218
157.1
B24
B7A
t218
196.1
913
873
1216146.1
B19
731
1216
1461
813
170.0
930
170.0
745
170.0
1116
170.0
850
150.2
*1-..
131A
1150
153.0
914
116E
1150
141.9
M8
1150
1342
655
87E
1150
126.7
871
76.1
1150
7282
870
65.7
1150
}282
870170.0
874
170.0
7BB
7524
1048
163A
881
130E
114.3
1048
133.1
6So
f01.e
1d8
123,4
SL9
td8
1186
830
782
td9
109A
821
852
1048
f082
816
57.1
1d6
1082
e18
c
nb
140.6
3W
147.9
7d
1V.
880
126A
746
Ins
wo
110.E
734
no
"0
f00.0
772
782
am
920
7t2
880
681
703
55.7
880
792
693
50.3
88f1-
76.5
68B
440
e80
76.1
686
J
78N
119.7
lm
f25.1
6B0
99.6
790
f08.4
676
85.5
700
83.7
663
74.6
790
83P
M.
66.5
790
76A
643
790
71.7
935
4B3
790
65.1
624
42.6,
790
621
618
37.4
750
v
'F
78in
HOE
750
1155
257
623
750
90.1
644
79.1
750
85.9
632
69.2
750
77.1
Ism
Me
750
70,e
612
769
65.7
60.5
482
780
59A
694
38E
750
5a2
568
34.6780
55.5
67,5
SW
86690N
725
5W
74A
800
60.1
SW
G2.9411
51.5
6G1
54.8
483
45.1
5W
45.9
475
40.1
5®
44.4
498
50
409
462
30.0*563
25.8
563
33.3
465
22E
663
31.690N
59.4
495
61.1
443
49.5
-495
fi13-43542A
-495
44.8
427.
3t.1 -
.495
39.9..
421.
33.D
495_
38.1
416
495
=2
409
2"
495
212
493
26.5
394
1&6
495
25A
390
In'391
426
353
34.8
291
35.9
348
29.8
391
31-1
J42
tat
391
27.6
337
232
391
24.9
333
391
22.6
ffi8
17.4
3s1
$14.
14.8
391
17.6
915-Ili
N
384
370
392
MS
32.0
370
no
330
273
370
Zed
325
24.0
370
252
320
21.4
370
22.e
31S
370
20.E
712
1&0
970
120 N
J 14
317
30.9
289
263
317
2"
264
21.7
317
225
2110
t9,0
317
19.9
276
1 16.9
317
17.9
2T3
144In
17.6
220
17E
2v3
TABLE15B
8
27kC saes �~3.5k
Cmro*
.�.v H.8-CMU
FM dCMU
PTWOod
Metal
AnclprType
9118' El Ulttacu0
1W Elco Ultracon
y(g•
una con
3/16" El" UWmon
114' Eko Ullracm
7/4.83 Ek0
Ag8ta0a1W
91IIEtno
Utf can
1/4'SS Etco
ASOtaOator
810 Steel
6arE.-
012 Sted
612Sted
Anchor Cop Patfem9
: FGR
FIGURE 3:
•
ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADINC,
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21 23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE6063-T5AND BEA MINIMUM OF.127
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR 410 SS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP„") X ( ANCHOR CAP.•o,,- _ANCHOR CAP.,®
lMULLION CAP.,,,,,,,,,
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
30' BAY
MULLION
PRODUCT REVISED
as complying with the Florida
134411,1111111; Code
NOA-No. 17-0630.01
Expiration vote 06/26/2021
6y
Miami-0 o Produet Control
111t 111 t/1//
AJaoN....... y4
i�
74' : N0.58705
p0 - ATE
•'•"'t ORIOP
701VAL Isl
A. L1�NiIW ALLER, P.E.
FL P.E.# 58705
TABLE 16A
Mullion Capacly Table bsAta
Opening Width (forvenicaN sparrdrg
mU0ons) orOpening Height
ONO In
(far hartzonmill°speratrlg
mdli0 s) .
50 in
80E
701n
801n
too h1
12C in
140N
180n
S6"
346
Rectanglar
L0af9
7taplydang•
I®din9
1
L-ft
TraplTilare.
L®dna
Reclmit84ar
L0ad09
Trap7Tdmip•
Loaft
P-dorlu
LOedin9
Tm4YTttm4
L0adi419
R-ftgma
Lcading
Tmp-an9,
Imdln9
FS Iavder
Lmft
Wdalq.
Lnedfns
fL etanO•dar
laadtg
TrepRM1mR.
L..Ang
Bae r
L.oadng
TreRrBlnn9•
Loadblg
ReCerpOar
laeding
TrspiHan&
(aedmJ
DEG. AL
BAY MULL
a
u�
_
8�'
g,
�i�•
za
a
a
m
Fi
v$..
S`chid�•
a
g
a
a
'e,.
a
�•
a
a
a ...^
8��•
_
a
2$i�
m^
�.
Ga
3
a ^a
Sa
�$
cXi
�.,
s3
��
mi•
a
e
e$
42 bt
170E
6�
17Q0
435
110,0
7M
1Ta0
478
170.0
W8
170.0
505
17a0
1142
170.0
519
170.0
1116
170.0
521
770.0
1210
1Ta0
521
tN.e
1486
170.0
521
i70.0
1735
17aa
521
160.9
1D71
17a0
521
48h
170.0
708
170.0
624
170.0
B50
770.0
584
170.0
932
170-D
83D
170A
1133
170.0
861
17a0
1275
170.0
677
170.0
1417
17UA
6W
18i.7
1637
170A
SM
1402
1637
17MO
6W
1228
1037
1-10.0
Me
MMMS In
170A
747
170.0
S63
170A
We
170.0
631
170.0
tO4e
17D•0
684
170.0
1106
17a0
723
170,0
1345
17a0
747
170.0
1494
171La
75H
1p.1
1552
170.0
758
128.1
1562
170.0
758
110.4
1552
170.0
76B
541n
170.G
797
170.0
612.
170.0
B56
170.0
891
OLD
1118
170.0
754
170.0
2n-
17&0
603
170.0
UU
170.0
637
1662
1455
Ima
8W
t2&3
14S5
•170.0
Bet
t10B
1455
170.0
881
97.0
14%
170.0
861
60In
170.0
885
170.0
701
170.0
11:1
170.0
737
17a0
124D
170.0
878
157.1
1309
170.0
9M
139.1
t3W
170.0
90
125.7
1309
III&S
994
INN
130a
IVA
887.
89.8
1309
157.1
BR
7BB
1308
157.1
982
631n
1T(L
a30
170.0
745
110.0
1118
170.0
650
fe29
1247
17D.0
940
142B
7747
1845
M
128-7
1247
1529
W5
114.0
1247
144.3
D52
95.0
1247
1382
035
BtA
1247
135.7
05
713
1247
13&7
MIS
fie In
17&0
B74
170.0
789
170.0
11B9
170.0
003
14&4
1190
1817
M
129.9
1180
147.9
845
115A
1100
1BaS
928
103.9
1190
12&4
914
68.0
1100
119.5
BBB
742
too
116.1
893
64.8
1180
118.1
&93
o
721n
111.6
101D
108.8
8T7
l34.7
f010
1M.6
85B
ltss
10f0
1272
842
101.0
1Of0
114.7
=8
88.6
1Me
105.0
a17
a0.8
imD
W9
eD7
673
1010
9e.e
7B5
67.7
1010
8La
700
50.5
10f0
61.7
789
J
70In
137A
BOB
743.8
792
114.5
We
1220
T15
BB.1
ea6
107.1
lbt
85.9
BOt
882
749
7&s
sag
882
738
BB.7
We
82.3
729
T1a
4s.1
BOB
n2
no
42s
908
70.4
70e
781n
127.7
B61
1325
754
105A
881
1125
738
80B
801
86.a
725
79.4
Sol
8&5
713
70.8
wl
Bt o
703
63.0
BB7
76,4
894
t
651
45A
e61
B4,b
675
39.7
881
63,7
872
674
68.9
64O
7ZI
664
59.1
Bab
629
W451.7
r48
5&1
545
4&0
646
60.9
537
41.4
646
47.a
530
.5
51B
295
848
382
511
26.8
6t6
36S
SD7061n
882
588
70:7
5D8
58.8-
SW
SM
499
48.7
-566
51.4
41H
428
SN
45.6
483
37.9
568
41.4
478
xi
SW
3&1
470
W1347
A
459
24.3
B88
=5
452
213
58a
28.7
447109
In
47.9
449
48.8
405
39.0
449
412
399
342
4+8
35J
393
29.9
449
31.7
3B7
286
Me
449
2&1
377
.7
368
�17.1
4+8
20.4
361-
75.0
469
-18A
756
111 In
44.1
42s
46.0
385
06.8
425
37.9
379
31.5
425
328
373
27.6
425
2&1
367
24.5
221
425
24.0
35B
,7
350
1SII
4I5
!&6
313
1201n
34.9
3U
Z56
331
28.1-
361
29.5
326
24A
364
25.6
321
21.8
w4
228
317
1&4
X282
V.5
J64
1a7
309
144 N
20.2
253
2D.{
M3
1 10.8
263
17.1
230
IAHLt1CC
Anchor
Capacity Table ba
sw.bata 27k 00mmAe
J.5k cm.
HM.CMU
FL1.d CMU
PTVYe00
A9mal
511B' Eke
114• sS Ekn
5118 EIaP
im ss Elou
010 slam
"25"
a12 Steil
AnftrTypa 3M6' Ek0 Ulaacon
1!4' Mk Ufl-
Ulba:al
9/16' F�Co l9aac0n
1!4^ Eha Ultnroon
AppmGalm
Ufhacon
A9treGmar
Suew (WS)
--A)
8-(GS)
Anchor CUP PatteMO
1'
2-12'
1•
2-W
3.118'
1^
24W
1^
2.12"
2'
7.110'
2'
0.46'
0.W
0.3x4•
EtlOa Gstenne Onk
Embednert Mk +'
7SI4'
1914'
tars
7
1.1lC
1-t(4'
1.1ld•
I-Im-
t-tA'
1-7l4'
2
t3le'
1JB^
1e1ke
2An0hws�SAlinR)&5Ae9W CUPS/(Fl9. tk 390�
L.R.
3W�
4101ds
89016a
1700 ms
270.
2801bs
3540s
T4016s
374 Ito
TLO Ibs
84a Ibs
941 Ihs
44216s
SBD am
4 Amhom Q 3S O.C.! R) 215 AS Cum I ". 21 780 Ds
780 gs
7SO Ig
1B70 &a
T521 ea
510 0w
9401ba
WA
11201bS
748 I.
88016e
189216s
60216e
8851M
1720 roe
6 Atwhom 83271'MIn O.GlTO)215 An9ta C9Ps!(R9. 3T. 1f201bs
112016s
BSB O>a
U46Ibs
2254ttt
WA
MR.WA
t0591bs
WA
1320 @a
WA
10e21ba
13271bn
1f80 N6
FIGURE 1:
FIGURE 2:
C�
FIGURE 3:
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
3) MULLION ANDQMULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILL®
CONCRETE BLOC'.NI T(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SO OF0.56. ALUMINUM SHALL BE 6063-T5AND BE A MINIMUM OF .125'
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S. OR 410 S.S.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(E)_) X (MULANCHORCAP.,,,,\ =ANCHOR CAP.-
LION
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED° CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
PRODUCT REVISED
as complying with the Florida
guilding Code
NOA-No. 17-0630.01
expiration Gate 05i2612021
`�.�1aQp1Y LYN,y
* : N0.58705
,�O TOTE F
At
A. 1P.E.
FL P.E.# 58705
1.000-
F-^1.zfiS--i
1.000-
1.000' �-- wj 1.000• �+- .125 I A
125, $2
2.750'
2.760" .125" 3.125' .126" 3.788'
.125' a�3175'
25' 2.116' •125' N
20I00• 2000° (-.zs5' I .125° U)
L126' L 375' 500° f o
1°X2°X.12S MULLION 1•X2'X.375'MULLION 1'X27S X.376'MULLION VX 2.75'X.650"MULLION 1'X 3.12SX.S°MUWON 1.26'X 3A8T X.26SMULUON 126"X 2.11'X.126'MULUON y g e
8063-TO ALUM. 6003-TS ALUM. 6063-TB ALUM. 606&TB ALUM. 5083 ALUM. 6063•T6ALUM. 6063-TB ALUM. Q -T
XSECTION XSECTION XSECTION X-SECTION XSECTION L7 W 0
XSECTION XSECTION 0
it m Z m
j--.125
fr TABLE A z
1 STANDARD CLIP I IL
ANGLE CLIP 6063-T6 ALUM 2125°63•T6 ALUM2,000, XSECTION U CLIP 2.000°SECTIONN
6083-T6 ALUM. I .125'
.125 X-SECTION L 0
�-I .740" F+- 3
5.500" CUT HERETO .375°
.375 3.125--••{ _ CREATE F-CUP, SEE IN.
MIN. DETAIL F, SHEET4
r------- I ------- I A
L7- _____L_______J
STANDARD CLIP
6063-T6 ALUM.
CENTER OF ANCHOR HOLE MUST LIE TOPMEW
WITHIN THE DASHED BOUNDARY. SEE
SHEETS S17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER+ 1116".
5.500'� .375
.375" MIN.
MIN.
------- ------
� I I
i
I B
' L
.398° MUI.
A 1 U-CLIP
0063-T6 ALM.
TOPVIEW
ZCEITEROFANCHOR
LE MUST LIE
THIN THE DASHED
BOUNDARY. SEE
SHEETS 5.17 FOR THE
ANCHOR O.C.
DISTANCE MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
DIAMETER + 1116'.
renl c M
�6.000•-- 6--�'1
.375 MIN.--II�-
A F - - - - - - -
--------------------
2X5 ANGLE CLIP
8063•TB ALUM.
TOPMEW
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 6-18 FORTHE
ANCHOR O.C. DISTANCE, MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER+ 1/16".
Mull Dimension (sheettq
PGT Pert 0
Mullion
Stcl. Clip
O fsatClip
U-Clip
Angle Clip
1" X2^ X.12W (5)
66MS
66B113M
6661118M
666243M
666511M
1° X2° X.375' (6)
666006
666114M
6501119M
668244M
MM12M
1" X 2.75" X.375" (7)
66607
666115M
6661120M
M245M
666513M
1" X2.7V X.650" (8)
66608
W6118M
6661121M
666246M
666514M
1" X 3.125' X.5W (9)
65631M
68611ISM
M1114M
611241M
6M15M
1.25"X3.188"X.265'(12)
66641M
6661117M
6661113M
666241M
668516M
1.2SX211"X.125"(18)
69370
WA
NIA
NIA
668517M
OFFSET CLIP NOTES:
6063-TS ALUM.
TOFVIEW - 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 6-9, 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE -LOCATIONS & ANCHOR O.C. DISTANCE.
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
Value(in)
ForMu0lon:
1.8251"
X2X.125'
rA
2&54aluminum
0.895�)�Mullion
0.740
1° X2° X.375°
B
2,404
Aluminum
-Tube Mullion
C
0,635
D
0.490
A
1.675
11 X275" X
,375 Aluminurn
Tube Mullion
B
3.000
C
0.757
D
1.118
A
1.312
1' X2-75" X
.650'
Aluminum
Tube Mullion
B
3.000
C
0.476
20002B37
1. X3,125° X
.600' Alum
Tube Mull1.137
R0.B36
D.863
26251.25X3.188°3.262
X.26S Alum
Tube Mull
0.862
D
1.762
1.26' X2.111
EA
1.813
,1211Alum
Tube Mull
PRODUCT REVISED
as Complyyiingg with the Florida
Building Lode
HOA-No. 17-0630.01
Expiration Date 05/26/2021
BY
,N%`ONY.LYIVAI
`�Y�S'; • VICENS4, •'•����
No. 58705
%
A SAY Ra'i�.E.
FL P 705
125'X 325'X.10E1" 126"X3,25"X.624"
MULLION MULLION
6WS--T5 ALUM. 6005-TSALUM,
XSECTION XSECTION
385"
S
2.0006063-TU
"L125�TANDARDCLIP
ALUM.
X-SECTION
125"
1'X4'X376°
'r-MULLION
6063 76 ALUM.
375'
XSECTTON
MIN
1 250°
2 87S'
i
3.94'
-
-
.1DD°
- -1 220" h�
L
1.25' X 394" X ,624'
MULLION
6005-T5 ALUM.
X-SECTION
I
7
I
I
I
I
1
1
I
CUT HERE TO
CREATE FdYIP, SE
DETAL F, SHEET 4
1 1
1 1 I
I I
I --1
I I
I I
I I
1 I
It STANDARD CLIP
CENTER OF ANCHOR HOLE MUST LIE 60OP ALUM. TOPVI
WITHIN THE DASHED BOUNDARY. SEE EW
SHEETS 10.17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER+ 1M6'.
740"
1
,525"
2.125"
U-CLIP
8083 76 ALUM.
XSECTION
125„�
T � W
2.000' 2X5 ANGLE CLIP
SC63-TB ALUM, N
XSECRON .125'
0)N oU
z
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE
ANCHOR O.C. DISTANCE MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER+ 1116".
C
.375"
CENTER OF
ANCHOR HOLE
I
MUST LIE WITHIN
THE DASHED
BOUNDARY. SEE
F
SHEETS 10.17
C
FOR THE
NCHORO.C.DISTANCEMAXIMUM
rA
ANCHOR HOLE
DIAMETER
ANCHOR
DIAMETER +IM6'.
U-CLIP
6063-TB ALUM.
TOPVIEW
TARI P 1:
3TS'� I ,375'
MIN. -
I 1 I
I I ( I I
I I I I
2.250' 1
f 1
I 1 i I 1
I I 1 1H I
`_------J I G- _OFFSET CLIP
.125 6063•T6 ALUM,
70F'VIEW
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 10, 11, 13-15. 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS,
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS,
Dimenslon
Value 6n)j
For Mullion:
F
3.687
P'X4'X
G
1.000
.125"
Aluminum
H
Z680
1
3.000
Tube Mullion
F
3.187
1"X4"X
G
Q757
.375°
Aluminum
H
2.430
I
I=
Tuba & "F
F
Z25D
125' X325°
G
0,760
X.100"
Aluminum
H
1.6M
1
3.260
Tube Mullion
TARI F r: r:(11UT
Dimension
Value (1n)l
For Mu1Hon:
F
G
1.938
0.500
1.25" X 3,25'
X .624"
Aluminum
Tube Mullion
H
1
1.438
3.250
F
G
2.025
1.126
1.25' X 3.9V
X.624"
Aluminum
Tube Mullion
H
1
1.500
3250
F
2,613
30' Bay MU1I
F
I 2876
45' BaZ Mull
2X5 ANGLE CUP608
OPVIE4VM
PRODUCT REVISED
as auEidingfying with the Florida
NDA-No, d 17-0630.04
Expiration Date 05/26/2021
Mull Dhnendon
(sheet#)
PGT Part#
Mullion
Sid. Clip
ICIffsat CUP
U-Clip
AnDIe CIIP
1" X4' X.126' (10)
69364
668111M
W61122M
666241M.
666518M
1-X4'X.37Y(it)
66610
666112M
6861123M
666242M
666519M
1" X4' X.375' "E' (11)
1.25" X3,2W X.f00" (13)
1.25' X3.25' X.024'(14)
66653
201W=12
20161l20318
666112M
McIJ27M
6661128M
W6112°-M
6661124M
USI12EM
W6242M
6662410M
6682411M
6661119M
8865115M
6669116M
125' X3,94' X,624' (15)
20162
6661117M
M1126M
65MIM
068517M
30 begnte (19)
6B648
WA
WA
WA
6W5110M
45 Oeglee (20
65M
WA
WA
WA
I SC65111M
�w QNY LTIVN
������ • �ICENSF M/l! �
* ; No. 58705 *'
�",%IVAL1
A. LYNN MILLER, P.E.
FL P.E.# 58705
TABLE E
--'r.125" J�T
-+j r.12T �-•-125' CU•CUP I 2X5 ANGLE CUPSTANDARD CLIP ` 6063-76ALUM. 6083-T6 ALUM. 6063-TO ALUM.ul
2.000"X-SECTION 2125'XSECTION 2000• X-SECTIONNOTES: cV.125 .125 m1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING (0DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.ZO W
2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE I �+-1 q9p•—.�
HOLE LOCATIONS. 1.490'--I `��` --3
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500"
CUT HERE TO 5.000' 375• 0 WCREATE V) o U
2000' .375 3.500' -I -SEE DETAIL FP M� .375° �— ��MIN. ZO s,
MIN. LU
r SHEET4 OI Z
z W m 2
r- I ------- i ---------------------i . Z z U
I W g
� a 6 1z
3.438" fC '�' — - — - — - — -1 Z U Q 01
250" YX 4" X 25 - _— - - i 3.438" I 1 ~U' F Z m
MULLION I I I I a N Q o mo
6063-TB ALUM. I. T-f-
.375" Z�X-SECTIONL_____________________1 MIN.`oyL______ ® d' J U to
�- STANDARD CLIP 2X5 ANGLE CUP O ' Q ¢ ' O O
U-CLIP, 6083•TB ALUM. CENTEROF ANCHOR HOLE MUST LIE 6063-T6 ALUM. K 2= Z V) to
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM SE01=0RYX4"MULLION. SHEET 16 'r
.250" WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW SHEET 16-17F RTHEAED N HORD.C. TOPVIEW a �E$ 6 mO `f�
SHEETS I6-17 FORTHE ANCHOR O.C. SHEETS I6-17 FOR THE ANCHOR O.C. V yl �w��
DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST UE DISTANCE MAXIMUM ANCHOR HOLE '1
DIAMETER: ANCHOR DIAMETER+1116", WITHIN THE DASHED BOUNDARY. SEE DIAMETER ANCHOR DIAMETER +1/18'. PRODUCT REVISED
SHEETS 16.17 FORTHE ANCHOR O.C.
5.500" DISTANCE MAXIMUM ANCHOR HOLE as cam IyIn with the Florida
CUTHERETO DIAMETER: ANCHOR DIAMETT-R-1/16°. Bu0dln8 Co1017-0630.01
3.500° CRFATEF-CLIP. _ 5.000" NOA-No.
.375° -�� .375 ��.375
r_sEEDETA�F, MIN. MIN. FxpirationDa 5/2612021
MIN. SHEET4
.375' BY
-- -- f---------------------T nuam a Product Control
I
j I
I I
I. I
I I I
• I I
I
T I �
r 5.438"
.250° I � I 111111!/
6.438• I .�` O LYN
ao Nhj
YX0'X25" I i ; `� '� : •LICENSE .!4
MULLION I I z *��
6083•T6 ALUM. j I ,375" NO. 587Q$
XSECTION I I I - _
' L_____________________J MIN. 'O IW�
.
A.
STANDARD CLIPL U-CLIP ZXS ANGLE CUP
.250° 0063-T6 ALUM 6C63-T6 ALUM. 6063-TSALUM. '�ONAL
TOP NEW USED FOR T X 6' MULLIONUSED FOR 2• X MULLION.S�17 TOPVIEW / /
TOPvIEw A. LY�1kJIILL�R, P.E.
FL P.E.# 58705
M611 Dimension
(sheet#}
PGT Part#
Mullion
Sid. Clip
(1-Clip
Angle Clip
2° X4" X.25" (16)
86802
666261M
666277M
6685112M
2" X6" X.25" (17)
86604
666262M
665272M
66fi51l3M
I
I
I
I
1
1
_ I _
I
I
I
I
I
I
I
I
f
I
I
T _
�
1
I I
I
I
I
I
_ _ �
I
I
I
I
I
i
1
5,438'
4.888•.
EXAMPLE 1: SINGLE VERTICAL MULLION
NO ANCHORS IN WINDOW SILL
32---y �3Y
�14—A!ULL WIDTH
OPENING WDTH
EXAMPLE 2: MULTIPLE MULLIONS
' 5E
N0.ILLWIDTH-1f•— sH
- SEE SEE
MUWON
LENGTH
8
OPEWNG
HEIGHT
FOR
HORR
`SEE `SEE
DETAILS, DEMILE,
SHEETS 2-4 SHEET3
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/41.THE OPENING REQUIRESA DESIGN PRESSURE OF+60.0/-60.0 PSF.
1) INITIALLY ASSUMING THAT A V WIDE MULLION 15 SUITABLE,THE MULLION LENGTH IS 72-AND THE OPENING WIDTH IS 32'+32+1-=W. REFERENCING SHEET 25. THE COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-1/4'AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF +80.0t--60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE -
FROM TABLE 3A, SHEET 7, THE 1- X 275' X .375" MULLION (LENGTH = 72', OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/S83 PSF AND WOULD
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A, SHEET 8, THE 1-X 2.75-X .650' MULLION (LENGTH = 72', OPENING WIDTH - 70") HAS ADESIGN PRESSURE OF+I-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
2) USE TABLE 48 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CUP WITH (4)912 ANCHORS AND THE 2X5
ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL.
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULUCN AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:
636LBS l
(80 PSF) X 72 7 PSF / = 524.9165 (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B)
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ONTHE JAMSSAND USESACONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-318'. THE OPENWG REQUIRES A
DESIGN PRESSURE OF+50.01.55.0 PSF.
FOR THE VERTICAL MULLION:
1) INITIALLY ASSUMING_ THAT Ai" VME MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+72+1•-105' AND THE OPENING WIDTH IS W+36-+1'=73-. REFERENCING SHEET 25,
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MU WON TABLESFORA MULLION THAT AT LEAST THE WINDOW FRAME DEPTH OF 2-WAND WILL.
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A, SHEET 7, THE 1"X 2.75'X .375• MULLION (LENGTH -108", OPENING WIDTH = 607 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS APPLCATION.
FROM TABLE 12A, SHEET 16, THE 2' X 4' X .250' MULLION (LENGTH =108', OPENING WIDTH = S0-) HAS A DESIGN PRESSURE OF W-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 3V-36'+2 =74', NOT 73'AS PREVIOUSLY
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
THE 73' DIMENSION (WIlZ'+35-12'+2-=737.
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED
CONCRETE HEADER AND SILL ARE W WIDE. IF THE MULLION CLIP WERETO BE CENTERED WITHIN THE 8•, CARE MUST BE TAKENTO MAONTAIN THE FASTENER'S EDGE DISTANCE.
USING THE STANDARD CLIP WITH (6) 3/16• ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-12' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS,
FOR THE HORIZONTAL MULLIONS:
BECAUSE THE VERTICAL MULL WILL BE A2' X 4' X.250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
MUWON TYPE COULD BE CHOSEN. F
1)THE MULLION LENGTH IS 36• AND THE OPENING HEIGHT IS 32"+72•+Z =106". REFERENCING SHEET 25, THE COLUMN USING TRAPFZOIDALITW9 ANGULAR LOADING MAY BE
THE 2" X 4" X MULLION (@ LENGTH = 4Y, OPENING HEIGHT -120") HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE a
USED. FROM TABLE 12A SHEET 16, .250'
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
SEE
DETAILS,
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE W z
SHEErS
WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THEW, CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE 2X5 ANGLE CUPS WITH
2J
(4) 3/16' UL7RACON ANCHORS AT AN EDGE DISTANCE OF 1- GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED
ANCHOR CAPACITY OF 521 LBS
38', HORIZ. 3B', HORIZ
��.
uu. Lr=NOTH NULL LENo1H
L-OPENING
4) FOR THE U4:LIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE -,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LOS THE Z
%MUTH FOR VERTICAL MULL
ANCHOR TYPE IS A#12 STEEL SCREW
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: a
I`
+/-84.7 PSF FROM THE VERTICAL MUWON;
+/--170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; R
+/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION)
THE LOWEST DESIGN PRESSURE IS+F84.7 PSF AND WOU)..D APPLY TO ALL OF THE MULLIONS. _
L0
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
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PRODUCTS, WALL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN O
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. O
PRODUCT REVISED
as camplyt with the Florida
Buildims Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
By
Nlloml-gde Product Contm
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PRODUCT REVISED
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as eom lying with the Florida
Building Code
NOA-No 17.0630.01
Expiration Date 0512612021
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
NOTES:
BY
MI ePro act Control
1) DRAWINGS ARE
RERESENTATIONS OF TYPICAL
PW CONFIGURATIONS.
CONFIGURATIONS NOT SHOWN
MAYBE EXTRAPOLATED FROM
— THOSE SHOWN.
2) IF THE LOADING TYPE CANNOT
BEDEI RMINEO.USE
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3) SEE PRODUCTS' APPROVAL FOR
ACTUAL ANCHOR LOCATIONS.
7t �' NO. 5870$
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LOADING OF HORIZONTAL
ALMNMIMItill. P.E.
MULLION
FL P.E.#58705