HomeMy WebLinkAboutNOA__ SC Bt�NED
M;AMElE� St. Lucie C MIAMIDADECOUNTY
® county PRODUCT CONTROL SECTI N
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 2 tre
BOARD AND CODE ADMINISTRATION DIVISION T 86) 9
NOTICE OF ACCEPTANCE (NOA) � @ is as
PGT Industries, Inc. ir ,Iowa o -
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable Hiles 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. -
APPROVAL DOCUMENT: Drawing No. MD-SHN0-01, titled "Single Hung Window Installation"
sheets 1 through 8 of 8, dated 05/11/11, with revision C dated 04/22/16, 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: None
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 and renews NOAN 15-0528.22 and consists of this page 1 and evidence page E-1, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0505.02
Expiration Date: September 01, 2021
a 'Approval Date: June 16, 2016
YST.
0 I 0 $UII DDG DIVISION Page 1
REVIEWED FOR CO+ 1ANCE '.
REVF,WF,D RY
DATE
PLANS AJ PE _ f ST BE iXP JOB
OR NO INSPECTION WILL BE MADE.
N
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0614. 01)
2. Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" sheets 1
through 8 of 8, dated 05111/11, with revision C dated 04/22/16, 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of series SH-200 aluminum
single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. F17,6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D.
Brinson, P.E. (Submitted under NOA No. 11-0614. 01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5ei
Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E. (Submitted underpreiiousNOA No. 15-0528.22)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL. CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5' Edition (2014), dated May
2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0528.22, issued to PGT Industries, Inc. for their Series
"SH-200" Aluminum Single Hung Window - N.L, approved on 08/06/15 and expiring
on 09/01/16.
Manuel
Product Contr Exa iner
NOA No. 6- 5.02
Expiration Date: September 01, 2021
Approval Date: June 16, 2016
E-1
GENERAL NOTES: SERIES 200 N eMPACT SINGLE HUNG WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE
MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 6, SHEET 4 & 5.
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, SHEET 4. ALL WOOD BUCKS LESS THAN
1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/7 THICK OR GREATER. IXAND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 6, SHEET 4 & 5. NARROW JOINT SEALANT IS USED ON ALL
FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE
OF THESE INSTRUCTIONS.
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM
E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM E1300.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE. THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF
THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-6479; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSUAF&PA NOS FOR
WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL.
10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR
4001 SERIES (FIN FRAME).
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE
'SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3.
I`-- WIDTH WIDTH. r
�{
i
HEIGHT HEIGHT
1
EQUALIRE PROVIEW/ORIEL ARCHTOPPROVIEW/ORIEL RADIUSTOP EQUAL UfE
53-1/8"" TII
52-1/8"1
NO ANCHORS 4
REQUIRED IN VISIB
FLANGE
FRAME HEAD
A
8" MAX. FROM
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TABLE 4:
Maximum
Window
Height'
Sash Hdght2
(see Figure A, this sheet)
Design Pressure (lbs/ie) for Glass Type B - J, Fin & Flange Frame
Maximum Window Width'
19-1/8
2B 1/2"
33"
37"
41"
45"
49"
n.
119116" (Equal Lite)
+55,0
90.0
+55.0
-90.0
+55.0
90.0
+55.01
90.0
+55.0
-90.0
+55.0
-90.0
+55.0 1
-90.1
under1"116"
+55.0
-90.0
+55.0
.90.0
+55.0
-90.0
+55.0
-90.0
+55.0
-90.0
+55.0
-84.3
+55.0
78.1
37"
189/16" (Equal Ltte)
+55.0
-90.0
+55.0
-90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
-81.
over 189116"
+65.0
90.0
+65.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
.84.3
+55.0
78.1
under 15-7/8"
+5s.0
90.0
+55.0
-90.0
+55.0
-90.0
+55.0
90.0
+55.0
-88.5
+55.0
-81.8
+55.0
75.1
15-7/8" thru 193(16" s
+55.0
90.0
+55.0
90.0
+55.0
-90.0
+55.0
M.0
+55.0
90.0
+55.0
-87.9
+56.0
78.1
38 3/8„
19.1/47 (Equal Lite)
+55.0
90.0
+55.0
90.0
+55.0
-90.0
+55.0
90.0
+55.0
90.0
+55.0
-87.9
+55.0
78.1
over 19-1/4"
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
98.5
+55.0
-81.8
+55.0
75.1
under 199/1W
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
-86.5 1
+55.0
-80.2
+55.0
73.2
+55.0
_a6.:
199/16" thnr 22-1/2' '
+56.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
, .89.1
+55.0
78.5
+55.0
70.1
45"
229/16" (Equal Lite)
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
59.3
+55.0 ,
78.5
+55.0
-70.1
over 229/16"
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
-86.5
+55.0
-80.2
+65.0
-73.2
+55.01
98.:
under20-1/8"
+55.0
90.0
+65.0
90.0
+55.0
.86.0
+55.0
-81.8
+55.0
75.7
+55.0
-69.2
+55.0
.62.1
20-1/8" thru 244/2" 3
+55.0
90.0
+65.01
90.0
+55.0
90.0
+55.0
90.0
+55.0
-84.8
+55.0
74.2
+55.0
55.1
249/16" (Equal Lite)
+55.0
90.0
+55.0
90.0
+55.0
-OU
+55.0
90.0
+55.0
-84.8
+55.0
74.2
+55.0
55.1
over 24-9/16"
+55.0
90.0
+55.0
90.0
+55.0
.86.0
+55.0
-81.8
+55.0
75.7
+55.0
-69.2
+55.0
-62.1
under 2043/16"
+55.0
-00.0
+55.0
90.0
+55.0
-83.5
+55.0
79.1
+55.0
74.0
+55.0
-67.3
+55.0
-61.1
20-13/15' thru 255/1W 3
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
-80.0
+55.0
33.2
+55.0
-72.7
+55.0
-64.(
505/8
253/8" (Equal ute)
+55.01
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
-M.2
+55.0
72.7
+55.0
54.1
over 253/8"
+56.0
90.0
+55.0
90.0
+55.0
-83.5
+55.0
-79.1
+55.0
74.0
+55.0
-67.3
+55.0
-61.1
under24-15/16"
+55.0
.87.9
+55.0
75.6
+66.0
.65.7
+55.0
-62.3
+55.0
-60.0
+55.0
56.5
+512
-53.:
3445/16" 11130-1/2" 3
+55.0
.87.9
+55.0
-75.8
+55.0
-74.1
+55.0
.74.1
+55.0
74.1
+55.0'
.65.5
+55.0
571
61"
309/16" (Equal Lite)
+55.0
.87.9
+55.0
75.8
+55.0
-74.1
1 +55.0
1 -74.1
+55.0
-74.1
+55.01
-65.5
+55.0
57.t
over 309118"
+55.0
-87.9
+65.0
75.8
+55.0
74.1
+55.0
-74.1
+55.0
74.0
+55.0
-65.5
+65.0
57.1.
under25414"
+55.0
.83.9
+55.0
-71.7
+55.0
-62.0
+55.0
59.9
+55.0
57.8
+54.5
54.5
+51.3
51
253/4" thru 31-1/2" 3
+55.0
-83.9
+55.0
-71.7
+55.0
-69.4
+56.0
-69.4
+55.0
.69.4
+56.0
-64.5
+55.0
56
63„
319116" (Equal Lite)
+55.0
-83.9
+55.0
-71.7
+55.0
.69.4
+55.0
.69.4
+55.0
59A
+55.0
-64.5
+55.0
.66.1
over319/16"
+55.0
-IM9
+55.0
-71.7
+55.01
-69.4
+55.0
49.4
+55.0
-69.4
+55.0
-64.5
+55.0
56 t
under293/4"
+55.0
583
+55.0
56.3
+52.1
-621
+51.5
51.5
+51.5
51.5
+51.5
51.5
+50.0
50.(
29-W thru 364/2" 3
+55.0
583
+55.0'
S6.3
+52.1
-82.1
+51.5
51-5
+51.5
51.5
+51.6
51.5
+51.5
51.t
73"
369/16" (Equal Lite)
+55.0
.6&3
+55.0
56.3
+52.1
521
+51.5
51.5
+51.5
51.5
+51.5
51.5
+51.5
51 f
over369/16"
+55.0
-6&3
+55.0
-66.3
+52.1
-821
+51.5
51.5
+51.5
51.5
+51.5
51.5
+51.5
51
under 313/4"
+55.0
525
+50.8
50.8
+46.3
46.3
+45.2
-45.2
+45.0
45.0
+45.0
-45.0
+45.0
451
78"
31314" thru 39" 3
+55.0
525
+50.8
50.8
+46.3
-46.3
+45.2
-45.2
+45.0
-45.0
1+45.0
45.0
+45.0
-45.(
39.1/16" (Equal Lite)
+55.0
-62.5
+50.8
-60.8
+46.3
-46.3
+45.2
-45.2
+45.01
45.0
1 +45.0
45.0
+45.0
-45.(
' Tipdo-tip dimensions for flange Wridaws shown. For fin windows or luck dimensions, subtract P'.
20vedl sash height. For cleardaylight height, subtract 3-9116'.
3 Size range includes the standard Pro -View (3over--2 configuration) for the given Window Height.
For overall sash width, subtract 2-15116" 4-am the buck dimension.
WINDOW HEIGHT -SASH HEIGHT CANNOT EXCEED 53".
INSTALLATION DETAILS F(-.. FIN FRAMES
INSTALLATION
OPTION 5
CURVED HEADER
EDGE
INSTALLATION DISTANCE
ANCHOR (SCREW)
THROUGH THE FIN
EDGE
DISTANCE
1,4165' 1 I;
J J—
VISIBLE
LIGHT
HEIGHT
I
41
EXTERIOR
2.751° a
BUCK
HEIGHT
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 6, THIS SHEET.
INSTALLATION
OPTION 6
INSTALLATION ANCHOR
(NAIL) THROUGH THE FIN
2X WOOD, SEE NOTE 2, THIS SHEET
r 1 EMBEDMENT
1/4" MAX SHIM
TYP. ANCHOR TYPE.
EMBEDMENT AND
EDGE DISTANCE
PER SUBSTRATE,
SEE TABLE 6, THIS
SHEET.
1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
DISTANCE
EDGE DISTANCE PER SUBSTRATE, SEE
TABLE 6, THIS SHEET
I 2X WOOD,
J� EMBEDMENTSEE NOTE 2,
THIS SHEET
EDGE 2X WOOD,
DISTANCE SEE NOTE 2,
Q THIS SHEET
EDGE
DISTANCE
EMBEDMENT
1/4"MAX SHIM
v U TYP. ANCHOR TYPE,
> 4 EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
INSTALLATION SEE TABLE 6, THIS SHEET.
OPTION E
STRAIGHT HEADER
INSTALLATION ANCHOR
(SCREW) THROUGH THE FIN
INSTP
OF
INSTi
ANCHC
THROU
MU
DADE API
INSTALLATION
vE 1/ IC,"
USE EITHER
OPTION 7
PROPERI
LATCH (#29)OR
INSTALLATION
BOTTOM LOCK
ANCHOR (SCREW) 1/4" MAX SHIM
32-35 (#11).TESTED
THROUGHTHEFIN
UNIT LOCATION:
65/FROM
I� I 64 VENT END.
#10 STEEL
—
--
SELF -DRILLING
=_ TABLE 6:
VISIBLE
;Ij 1 7
SMS(G5)
LIGHT
II
HEIGHT
11 I 36
111 it
jl� 1
^
G�/�/
EXTERIOR
2-1/ 2°
2-1/2" X
fl
ALL MINUM/STEEL FRAMING OR STEEL #10 Ste
20
STUD. SEE SUBSTRATE PROPERTIES,
TABLE 6, THIS SHEET.
5
NOTES
1) USE ONLY SUBSTRATE
114°MAX SHIM
, I I I t MIMIMU
'
APPROPRIATE ANCHORS LISTED
ON TABLE 6 OF THIS SHEET.
r� <<,
FOLLOW EMBEDMENTAND EDGE
�� •" ••
�,-`.,•�\GEiVS� ./
EDGE DISTANCE LIMITS. ANY
`-
DISTANCE
INSTALLATION OPTION SHOWN
�7
MAY BE USED ON ANY SIDE OF THE
= No, 58705
EDGE WINDOW.
DISTANCE
2) WOOD FRAMING OR BUCK,
-...
•- S 2 F
EMBEDMENT
1-112"THICK OR GREATER.
/
�_ 5•S7=LF
l "1 •.
2X WOOD, SEE NOTE 2, THIS SHEET
3) VISIBLE LIGHT WIDTH OR HEIGHT
! ;;i ti•"' • •
(ALSO REFERRED TO AS DAYLIGHT
` �` •:
!�NAtOPENING)
IS FROM
q. LYN
VERTICAL SECTION D-D
BEADING TO BEADING.D
P.EiF 5B705,��v5870P.E
TABLE 7[
Anchor Quantifies Required, Flange Frame
Maximum
Window
IieigM3
Sash He'ght3
Isee Fi9um A. this sheet)
Maximum Window Width'
19-11a'
26-1/2' 1
33"
37"
41-
Group A
Group B
Group
Gmup A
Group B
Group C
Group A
Group B
Group
Group A
Group B
Group
Gn up A
Group B
Group C
Group A
Gr
m
E
�
23'
11Altr (Equal Lae)
2
2
2
2
2
2
2
2.
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
37-
underle-9/16'
16altr (Equal Late)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
2
3
2
2
2
2
2
2
2
3
2
2
2
3
2
2
2
2
2
2
2
3
3
2
3
3
2
2
2
3
2
2
2
4
3
2
3
3
j 9
ever le-9Hr
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
2
under 15.71W
2
2
.2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
3
1S710V thru 19-3/16" a
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
2
2
3
2
3
saw
19-IW (Equal Ute)
2
2
2
2
2
2
2
2
2
2
2
2
2
2 1
2
2 1
2
2
3
3
2
2
2
2
3
3
2
2
2
2
3
3
3
owrl9-IW
2
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
3
214
2
3
2
3
2
4
2
under 199/1r
2
2
2
2
2
2
3
2
3
2
2
2
4
2
3
2,
3
2
4
2
3
2
3
2
4
2
4
2
3
2
4
2
4
1"1r 0vu 22-1/Ts
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
3
3
2
3
2
3
3
3
�"
22.9/1r(Equal Ule)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
2
2
2
2
3
3'
3
3
2
2
3
3
3
3
2
2
3
3
3
ow.t22-011r
2
2
2
2
2
2
2
3
2
3
2
2
2
4
2
3
2
3
2
4
2
3
2
3
2
4
2
4
2
3
2
4
2
under20-119'
2
2
2
2
2
2
3
2
3
2
3
2
4
2
3
21
3
2
4
2
1 4
2
3
2
4
2
4
2
3
2
4
2
4
20-1/6" thru 2411Y 3
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
4
3,
3
2
3
2
4
3
3
2
3
2
4
3
3
49"
24-9/1r (Equal Lite)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
over 24d/tr
2
2
2
2
2
2
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
4
2.
3
2
4
2
4
2
3
2
4
2
urder20-13/1r
3
2
2
2
2
2
3
2
3
2
3
2
4
2
4
2
3
2
4
2
4
2
3
2
4
2
4
2
3
2
4
21
4
20.1311r thin 25.&16' 3
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
3
2
4
3
3
2
3
2
4
3
3
2
3
2
4
3
l 3
50518"
263/e, (Egiml Lite)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
3
3
3
3
3
3
over 25-38'
2
3
2
2
2
2
2
3
2
3
2
3
2
4
2
4
2
3
2
4
2
4
2
3
2
4
2
4
2
3
2
4
2
under24-1511r
3
3
3
3
3
3
4
3
3
3
3
3
4
3
4
3
3
3
4
3
4
3
3
3
4
3
4
3
3
3
5
3
4
34-15Hr dw 30-117 a
2
2
2
2
2
2
3
2,
3
2
2
2
3
2
3
2
3
2
4
3
3
2
3
2
4
3
4
3
3
2
4
3
3
et,
30S/1r (Equal Lae)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
3
3
3
3
3
3
Over30-9/1r
2
3•
2
2
2
2
2
3
2
3
2
2
2
4
2
3
2
3
2
4
l 2
3
2
3
3
4
2
4
2
3
3
4
2
under253/4"
3
2
3
2
3
2
4
2
3
2
3
2
4
2
i 3
2
3
2
4
2�
4
2
3
2
4
2
4
2
3
2
5
2
1 4
_
253/4" thM 31_IW 3
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
4
3
3
2
3
2
3
2
4
3
4
83
31�911r (EgaI Lite)
2
2
2
2
2
2
2
2,
2
2
2
2
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
31
3
over3141/1V
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
2
3
2
3
2
3
3
4
2
urder293/4'
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
4
2
3
2
3
2
3
2
4
2
4
29314'thm 36.103
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
j23
2
3
2
4
3
3
73,
36-9/16' (Equal Lite)
2
2
1 2
2
2
2
2
2
2
2
2
2
2
2
2
2
1 2
3
1 2
2
2
2
3
1 2
2
3
3
3
over 36-9/1r
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
2
3
2
3
2
2
3
2
2
3
3
3
under 31vr
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2•
3
t23
2•
3
2
3
2
2
3
2
4
2
4
78'
313/4' drmr 3r 3
3
2
1 3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
2
3
2
3
3
3
39-1/1r (Equal Loa)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
2
2
3
2
2
3
9
3
Tip -to -tip dimensions for flange windows shown. For buck dimensions, subtract 1".
2 Overall sash height. For clear daylight height, subtract 39/16".
3 Size range includes the standard Purview (3-over-2 configuration) for the given Window Height. 4' FROM
"MR' refers to "Meeting Rail". SEAM
For overall sash width, subtract 2-15/16" from the buck dimension.
WINDOW HEIGHT- SASH HEIGHT CAN NOT EXCEED 53".---777--- WI
1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION } )
ON SHEET 1. DIMENSIONS SHOWN ARE TIP TO -TIP.
2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1. R
TH
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH T
OR HEIGHT DIMENSION SHOWN ON THE TABLE.
4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS.
Item
#
PGT
Dwg. #
PGTPart #
Description
1
2703E
62703EW
Flange Frame Head
2
2751B
62751BW
Flange Frame Sill
3
2781
62781 W
Flange Frame Jamb
4
2713
62713BW
Integral Fin Frame Head
5
2714E
62714EW
Integral Fin Frame Sill
6
2782
62782W
Integral Fin Frame Jamb
7
2706
62706DW
Sash Bottom Rail
8
2707
62707CW
Sash Top Rail
9
2739
62739W
Fixed Meeting Rail
10
2709
62709CW
Sash Side Rail
11
2740B
742740AW
Sash Bottom Lock
12
2785
62785W
Sash Stop
13
134
66615
Addon Flange
20
1226
61226DW
Vinyl Bulb, Flex PVC 70
21
1662C
71662CW
Head/Sill Gasket, Polyethelyne
22
1270
7PAD118
Open Cell Foam Pad
23
2772
72772SHK
Fixed Meeting Rail Plug Gasket, Rigid PVC
24
4066
64066G
Wstp.,187 X.230 Fin Seal
25
2784
72764W
Sash Side Rail Gasket, Polyethelyne
26
1078
7121UM
Balance Take-out Clip
27
Varies per Size
Balance
28
2711
4280OW
Sash Cam, Nylon
29
1096
71098W
Sweep Latch, Zinc
30
1016
7858WW
#8 X.625 Ph. FI. SMS Latch Screws
31
1267
71267N
Setting Block 1/8" x 1/2" x 1", EPDM
32
See
Sheet
7 for
Materials
Kommeding 4SG
TPS Spacer System
33
Quanex Super Spacer nXr with Hot Melt Butyl
34
Quanex Duraseal
35
Cardinal XL Edge Spacer
36
Sash Bottom Lock Spring
37
Screen Cloth, Fiberglass
38
Dow Coming 899 Silicone Glazing Sealant
40
1625
61625B
Glass Bead (118" Glass)
41
2719
62719E
Glass Bead (3/16" Glass)
42
1263
61263B
Glass Bead (1140 Glass)
43
1253
6VT48B
Glass Bead (I.G.)
50
781PQA
#8 X 1" QUAD Pn SMS
51
781 PSTX
#8 X 1" Sq. Pn Twin Fast SMS - 410 S.S.
52
1184
781LHPOA
#8-15 x 1 LH Twinfast Screw Zinc
53
1186
781LHPDX
#8-15 x 1 LH Twinfast Screw Zinc (S.S.)
54
78XIPFTFUA
#8 X1" Ph FI u/cut SMS
55
78X1FPAX
#8 X 1" Ph FI - Stainless Steel
60
1/8° Annealed or Tempered Glass
61
3116" Annealed or Tempered Glass
62
114" Annealed or Tempered Glass
63
1/8"-1/4" Air -118" An. or Temp. I.G.
64
1/8"- 3/16" Air - 3/16" An. or Temp. I.G.
J
3.225"
.062' .500"
86V
.062" .062' A
1 FLANGE FRAME HEAD
6063-TS ALUMINUM
2.056•
.050'
n
OINTEGRAL FIN FRAME SILL
6063-T6 ALUMINUM
—►I Fes— .062"
1.582"
.062
--►I 1.010" j
OFIXED MEETING RAIL
6063-T6 ALUMINUM
.050'
500" —
F � --
C
1.125'
2.000" 77
050" —
.975-
.062' ,
.050"—r
0-i .920-
OSASH SIC
10 6063-T6 A
y'YG. ,......... dr.-.
�r
LVNwmfi- k .P.E
P.E#58705
SCANNED
BY
St. Lucie County
MIAMI•DADE P
DA I-DADECOUNTY
�' CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RE C1411 805 SW 26 Sheet, Room 208
BOARD AND CODE ADMINISTRATION DIMION lfp&j T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/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. -
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "hnpact Resistant Aluminum Tube Mullions",
sheets 1 through' 25 of 25, prepared by manufacturer, dated 08129/11, with revision B
dated 10110114, signed and seated 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 alter the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA# 14-1105.01 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 Manuel Perez, P.E.
NOA No.16-0218.03
riiariiDnoe eounrr Expiration Date: May 26, 2021
I� 11116 Approval Date: April I42016
Page I
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 B dated 10/10/14, 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 thin E-1), dated 02/98/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 51" Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
_Wawaax�
Manue a P.E.
Product Cont of aminer
NOA N . 6-0218.03
Expiration Date: May 26, 2021
Approval Date: April 142016
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel
Product Contr I E aminer
NOA No.-0218.03
Expiration Date: May26,2021
Approval Date: April 142016
E-2
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
EIj,_. E
6iANET.LLrE
!
OFFET ANLLOOP MAYBEWSTPllPDBYTHIsM oO
MULLION
6EESHEEIS
jL21ds ATHMS E
CCmHO
AEG' WXFOR
ALL MULLIONS
b.
BY OTXER9 i
SEEN. E1
9NfET1 '
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES
()ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSNG 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 INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD,
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 8.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO V4' S.S. AGGREGATOR MASONRY ANCHORS
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
d
4 d
EXTERIOR
FRONT VIEW
P
SIDE VIEW
ERHEftiN
sTANDMO
OFMETMULL
CLIPMAYSE
INSTALLEDBY
mmsea .,
PRQDUCTREVISED
m con)s1YN6 x11N�D!•ib
Oe. on-N
Acngn Ns C'�
Cc intlm Dole �ZI
MY M 0
11
`D�p LYNN Mild O',
IF
No. E8705
N 16;-
FL P.E.B
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE W ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION. TYPICALAPPUCATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ME TO BE DESIGNED BY OTHERS.
FIGURE 1: 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCEOF THE MULLED UNITS. MULLIONS
MULTIPLE II—0PEKNGWIVH FORVERTIDALMUL�.(1 AR GS-le HAVE BEEN TESTED AS'FREE-FLOA7ING'AND DO NOT NEEDTO BE DIRECTLYATTACHED TO THE MULUON CLIPS, BUTSHALL
MULLIONS / —� SEE DEEAl18 I REGTANEDIN6IDE
EOM Se�cPANGuun NOT HAVER GAP OF MORE THAN I/4 FROM 7HECUP.
SHEETS INS 3) ME ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WWDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN UIBO. THE 113 STRESS INCREASE WAS NOT USED
W THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
SEEDEM B
ATHFUD;
SHEETS2J
III
�
`/ i
I7 / lil
I /11I--I
/111
6(EDETABS
ATHRUO;
SHEETS 2.3
CPS
R.
0LL
GM
HOC
FO
ll i
SEEDETARE, MU
SHEETS
FENESTRATION
PRODUCTS MAY
fiECFANI'TYPE.
III
III
MUSTSE
BANDFACIMFD
BrwT.
ALIIL /ST£DE7AIL9
LHOPROMAL MO.GM
NULL SHEETS'li
LEHGTH HCW2WTAL
NULL
LENGIH
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
�OPFNND WIOIH�
—1 l mH r
r r
' r UEN
SINGLEMIUJON L SINGLE MUWCN
1 SEEDORRESPN VE. ETALB
FROM FIGURE 1 1 ABOVE.
STANDARDS USED:
.2014 FLORIDA BURDING CODE (FIBC), 5TH EDITION
-ANSVAFSPA NDS-2012 FOR WOOD CONSTRUCTION
.ALUMINUM DESIGN MANUAL, ADM-2010
-AISIS106W)S2-2010
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSUREAND ANCHORAGE TABLES. THE LOWEST DESIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
MIS
HT 5) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
R
Tu T) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL, DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
MULTIPLE MULLIONS
B) REFERENCE TEST REPORTS: FTU043; ELCO ULTRACON/AGGRE-GATOR NONI5
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-IMPACTAPPLIGATICNS. MULLIONS AREONLYTO BE USED WITH
PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENTAPPROVALS.
10) MULUONSARE IN COMPLIANCE FOR USE W THE IT".
11) QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THESPAN AND OPENING
WIDTWHEIGHT OF EACH INDNIDUAL MULUON COMPLIES WITH THEREQUIREMENTS OFTHIS NOA•
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT ILBSIFP) 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'TRIANGULARRRAPEZOID=
MOLL TO STEEL STIID--....__..
MULL TO MULL-.._ .............._.
1.2SXS74X.624
Ell
241 X.12S MULL SPECS..-
4) FWD THE CHOSEN MULLION'S MULLION CAPACTY BBSIFT'1 FROM TABLES to THROUGH 18A ON SHEETS 5THR000H 20 RESPECTIVELY. USING
THE MULLION TYPE. LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY)• THE
MULLION CAPACITY (IBSIM OBTAINED SHALL MEET OR EXCEED TLE DESIGN PRESSURE REQUIREMENT IISSIFTR FOR THE OPENING OSTAINETX IN
STEP 1).
5) FROM THE SAME TABLE USED IN STEP 4)ABOVE FINDTHE VALUE IN THENEXT COLUMN ANCHOR CAPACITY REQUIRED (URS). THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BYTHE ANCHORS AND MUSTSEMETTO ATTAIN THE FULL MULLION CAPACITY.
B) FROM THE ANCHOR CAPACITY ME) TABLE ON THE SAME SHEETAND USING YOUR ACTUALSUBSTRATE CONDITION ( MULTIPLE
ANCHOR/SUBSTRATEANCHOR-CLIPPATTERNMAYAPPLY) SELECT AN ANCHOR CLIP PATTERN ANDVERIFY THATTHE REQUIREDANCHOR
CAPACITY IS MET.
7) IFTHE MULLION CAPACITY (L29 OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT ILBSIFPI FORTHE
OPENING. YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA• TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
B) VERIFY THE DESIGN PRESSURE RATING (LBSIFP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY IleS/FP) 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 SPECOHCAPPLICATION WHEN USWGTHIS NOA TO APPLY FORAPERMIT.
FTT//
' V2�:' L.ICENSF•'':F9
. IR. •'. J( u
No. 50705
p ':Ll 6 :: 4/`
,p�A7{�
LMNryE9Ri`A.
FL P. 0705
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRYSTRUCTURE
Mlauaa
(STANDARD CLIP SHOWN)
I TYP.PNCHOIt
EGHFARIE
I PER6UB6}pATE,
yT•ypµp
I
9F£i/81E61&19B
OFF6E}MILL
I
I
WP WYBE
1 1
I EDGE OI6TINQ
OISTAGED SY
II
I,
RII8}.E}HDD
1
I
md4m0Ntt
I ANQIDRB
I
II
I I�al•
�
EXTERIOR 4< 4 .
w
EFORM
NRY
FDR MASDNRY
AxcxoRs
a
B a
i
MN L} x61 CONpIEfE OR 4MU
FRONT VIEW
• • (• :' I EDGE
• I�_DI6TA
6EET
MN ].T K61 GDNGP ElE 0R UAl1 1&161
SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 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, ERHER THE STANDARD OR INTERIOR CUP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, BEE DETAIL C, SHEET 3.
MASONRY5) FOR aCO ULTRACON REi-CO1/O4N39N MM�DADE COUNTY. USE ONLY
MASONRY ANCHORS.60ADE COUNTY APPROVED
FRONT VIEW
EXTERIOR
DETAIL E:
MULLION TO MULLION
—I e26•MiN
INTERSECTION
NOTES:
(U•CLIP)
1) MAYBE INSTALLED IN'TEE'OR-CROSS'
INTERSECTIONS.
IBe
VI
2) MAY BE INSTALLED HORIZONTALLY
(SHOWN) OR VERTICALLY.
L
9) SEE U-CUP DRAWINGS, SHEETS 21-23
FORCORRESPONDING MULLION.
TOP VIEW
�MILLHYI
FRONT VIEW
EXTERIOR \Y
WE 6HEET691.]]FOR
HDLELCGTIDN&
EOfiE
NfiT•WCE
6 DISTM 9
MI.
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHi
NOTES:
1)FOR 2X W000.BACKED STEELSTUDS,WOOD
ANCHOR VALUES MAY DE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 5-20, FOR QUANTITY OF SCREWS.
SIDE VIEW
�� 1�'; • VGENSE '• H
16
fY
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
EXTERIOR
INTOMI00D,STEEL.
&UM,DMUORMM NRY
FR19UOq
O
SEEDET"AE.
S.els2AND31,Mw IA TION
705PE SUBSTWM
G O
0 0
SIDE VIEW
SHOyN WTH rxex.l2S
MuW
STA ANDUNTOW
MODIFIED IN RFID.
§6
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 126' X2.11' X,126' MULLION.
2) SEE TABLES 18.13E FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLIWION.
DETAIL G:
ANGLE MULLION CUP
(ANGLE CLIP)
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
LALO
TOP VIEW
(:�;>
EXTERIOR
MULL.
wowwo.
STEEL.P UM
ORMASONRY
cWBopu'.1�0
PEA
NOTES FOR INSTALLATION OPTION G 6 H:
1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION.
2)DETAIL G: SEE TABLES 1B-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
_ ;¢
—_
LOCATIONS.
3) DETAIL H: SEE TABLES 10 OR 168FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
LOCATION&.
.- I
LYNN
Nq, 55705
TABLE 1A
MulOon Connolly Table
Opening WItlBI
(MF W16ca*GperrS/g
ml®BW) or
Opening Helght(forrollmtla3ysp5milp
InfTdn)
iU.&O
110N
R¢IN�vTrbl°M
IwN
RLo I&'
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=nr
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INN
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Lead"
Win
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1x2x.125
b°a"ggB
L�WTnui4fl0w.R
Agpg•
am onee
7A-'
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116.E WS
a"
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i@
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a"
0.0 IN 1101.41319
MI 405
101.0 Me
55.9 IN
101.0 319
NA IW
1d.e ]IY
w.0 10B
1d.0 NB
30.0 4d
1d.0 310
I2N
111.8 Id
139.E ]4
W.2 106
41A 312
61.3 2H
W.5 312
01.0 N1
31A 313
01.0 2N
2N3 ]IR
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W.1 ]11
01.0 NI
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TI.B ]I2
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T9.1 152
613 312
0.8 312
am 248
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TAB 3]1
W2 N1
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Me 281
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IW
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WA WA
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pe
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6FFfCpA°IP/9R(i4
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BLW
1]5N° 110IY
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137Ib
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.95a1y
W1150f
A WA
WA
ARD CLIP
A
WA
WA
wA
40TE: FOR THE OFFSET CLIP, USE THESAMEANCHOR PATTERN AND ANCHOR VALUES AS THE STAND
FIGURE I: FIGURE2: 0.1
0 • 1111 •
FIGURES:
ANGLE CUP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 6: FGURE6:
FORMLRATO
=ANCHORCAP.®
TOM
THE
TABLE NOTES: PRODUCTRAIMED
n ene6l J, with fb FIu1L
t) 6EE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. oall6Ng CA00
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 7.000' r ABaalenmNo I •Ltj,,
B9 MII Dtl0 TFj�.•
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIOTHS IS ALLOWABLE.
0
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. Mlwi BP
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ILL
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 12F `htl�y LyNN A]/(1F4i2
4)SUBSTRATES: CONCRETE SHALL CONFORMTO ACI 301 SPECIFICATIONS. HOULOWAND GROUTi1LLE1) ��.jG CENSS •' •R
CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM G-00. WOOD SHALL BE PRESSURE.TREATM �` •]F jT
YELLOW SOUTHERN PINE WITH AN SG OF 0.6E ALUMINUM SHALL BE 0083TS AND BE A MINIMUM OF.12F
THICK. STEEL STUDS TO BEA MINIMUM GRADE33 AND.045'THICK(10 GAUGE). STRUCTURAL STEELTO BEAT 1'X2'X.126'MULLION _ * No.
5B70a
IFAST.t26"THICKAND A38. ALLANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND _ /
THE MATERIAL N10 S 012 ANCHORS INTO WOOD MAYBE STEEL, 10.0 S.S.OR410 S.S. 'a• J 1p j
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SEE ESHEETS2.4FORGENERALINSTALLATIONMETHODS. AND SHEET 26FDRINFORNANONONLOADING. Imo, FipLpelIm�a -o
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FIGURE : FIOURE2: TABLE NOTES:
• • • i) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
FIGURE 3:
ANGLE CLIP MUST BE USE IN PAIRS.
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• • •
2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND)OR OPENING WIDTHS IS ALLOWABLE
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YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL 8E600345AND BEAMINIMUM OF.125'
THICK. STEEL STUDS TO BE AMINIMUM GRADE 33 AND.OW THICK(1S GAUGEF STRUCTURAL STEELTO BEAT
LEAST.125' THICK AND MO. ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND
THE MATERIAL 010 6912 ANCHORS INTO WOOD MAYBE STEEL ISO B.S.OR410 S.S.
TO OBTAIN
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FIGURE 2. FIGURES: BGUREA: FIGURES: FIGURE a..:GuRE10: F.GuRE It: I)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SNEU 25 FOR INFORMATION ON
MI
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LOADING. INESHEET52.4 FOR BETWEEN MU UE14 THS INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO7DROPENPlO WIDTHS ISALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR ENACT DIMENSIONS, SEE SHEETS
He 2143. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURES: FIGURE?: SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS,
ANGLE
U -FILLED
• • • • DEPAIM
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TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIDR OPENING WIDTHS IS PLOWABLE.
FIGURE 1:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TOENSION.FORSTRCTONSSHONS,WN SEESHEETS21 23.
• • • • FHOLES TO BE DRIMED IN THE FIELD FOLLOWING IGURES SHOW SUGGESTED, APPROXMATE HOLE LOCATIONS.
LRE9TRICTION59HOWN ON SHEETS
ANGLE CUP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FIUEO
CONCRETE BOCK UNIT (CMU) SHALL CONFORM TO ASTM 040. WOOD SHALL BE PRE50UR57RFATEO
YELLOW SOUTHERN PINE WITH AN SO OF 0.66. ALUMINUM SHALL BE 808&T6AND BEAMINIMUM OF.126'
THICK STEELSTUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURALSTEELTO BEAT
LEA9T.12S THICKANDA36. ALL ANCHORS INTO METAL SHALL EKTENDATLEASTSSCREW THREADS BEYOND
THE MATERIAL. 0108812 ANCHORS INTO WOOD MAYBE STEEL, IMS.S. OR410 SS.
is � No. 6B705
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• • • • •
ANGLE CLIP (FIGURES 1:) MUST BE USED IN PAIRS.
TABLE NOTES:
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SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS
2) UNFAIR 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 ACI301 SPECIFICATIONS. HOLLOW AND GROUFFILLED
CONCRETE BLOCK UNIT (OMU) SHALL CONFORM TO ASTM G00. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 0063-T6 AND BE A MINIMUM OF.12S
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTUPAL STEEL TO BEAT
LEAST.126' THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
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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 AMWOR OPENING WIDTHS IS ALLOWABLE.
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ANCHOR HOLE
DIAMETER: ANCHOR
DIMiETER♦L16'.
TABLE B
V X 2.76' X MULLION
60M3 IZUM
%SECTION
2MANGLECUP
BOB&T0 ALUM.
2000` %SECTION
125-
.375' MIN.h-
- CLIP
60T1TB ; 2NULIML
506TM TOPV EW EW
CENTER OF ANCHOR HOLE MUST LIE WITH INTHE
OASHEDB01NDARY.1EE1HEETS617FORTHE
ANCHOR O.C. DISTANCE MAXIMUMANCHOR
HOLE DMETER: ANCHORDIAMETER-1116'.
PGT PertA
Mull DlmonHDn (sheet N)
Mullion
S10. Clip
01TWI CHIP
U4:IIp
An810 CHP
"%.126'(5)
66WS
688113M
6661118M
666243M
S66511M
1° %2' %.375" (6)
686008
69114M
6681119M
880244M
666512M
V X 2.76'%.376'(7)
06607
66611514
6861120M
868245M
668513M
1"%2.76' X.650'(8)
S6608
666118M
6MI121M
668246M
868614M
1'X3.125-X.S00"(9)
66637M
SWWSM
6881114M
6682A2M
W016M
1.2S'X3dSV X.286'(12)
66641M
6661117M
B661113M
'666241M
656518M
1.26'X2.11"X.12S'(18)
69370
WA
WA
WA
866517M
OFFSETCLIP ON TES:
6063.TMALUM.
TOPL'IEW 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 6-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS S ANCHOR O.C. DISTANCE,
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS,
TARI F A
Dimension
Value( in)
For Mullion:
A
B
1.625
2851
i' X2' %.126'
Aluminum
Tube Mullion
C
0.895
D
0.740
A
B
1.125
2404
1'X2'X.376'
Aluminum
Tube Mullion
0
0.05
D
0.480
A
Mullion
B
32C
0j717J7'5XAIUmInUX1
D
1Tube
E
45
A
1.312
1 V X2.76' X
.650'
Aluminum
Tube Mullion
B
3.000
C
D
0.476
0.B38
A
2.000
1' %3.126' %
,SOV Alum
Tube MUD
B
2.837
O
0.803
D
1.137
A
2.842X.205AtUM
.25' X3.188'
Mull
B
3.2
C
0.8Tube
D
1.7
A
1.813
1.2B' X2.11'
.121'Alum
Tube Mull
JJ\`ay U'NN Aq,
1<j No. 58"105
FL
r i i i i i
i i r i
i i r g r i
3.250•00'Ja T.100
--I 220' F' 1
IIWX3.2SXAW
MULLION
OOOSTS ALUM.
XSECTION
I
"I,*30'-1
30'BAY MULUON
808}Tfi ALUM 1
l4SECTiON i -.I
—I .82W 1— --1 .820• l' -
12WX3.25'X.O V 1.2SXS.04•XE24•
MULLION MULLION
(IOW6ALUM 6005.Tmum.
XSECTON X-SECTION
601Y16ALUM
X-SECTION
I AIp!
.228.1 -1 --1 .220-
i40
{�{ .1R5'—I1—A25'
LECLIPLLrM.126- TANDMDCLR I2018ALL2.126p,L•FECTION UCLP I 6003T6ALUM.N.
.126' X-SECTION L
,25'r
r_______� I r_
I I I
I I I
I I
I I I
I
1 I I
I I I
L I
J I �
L
CEMEROFANCHOR HOLEMUST HIE
W RMN THE DASHED BOUNDARY. SEE
SHEETS H2O FOR THE ANCHOR O.C.
DISTANCE. MA%IMUMANCHOR HOLE
pIAh4TER:ANCHOR DIAMETER • 1118'
5.500'—
.376•
MIN.
I I I
2250• i i H I
I I I I
I I I I
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5-20 FOR SUGGESTED. APPROXIMATE HOLE LOCATION&
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
A P.6EE I •37S
F
R 6NEET1
.37W
CENTEROF T_______.
ANCHORHOLE
EDAS LIE WITHIN
THE
F
SOUNDAHED
OUNOARY.SEE
_
SHEETS H2O FOR
I
4
THEANCHORO.C.
F
STANC
I
MA(muE
ANCMA%I OR HOLE
I
I
OIIAMETER,
1
ANCHOR I_______
DIAMETER r 1116•.
STANOAROCUP
U.CLIP
608bT8ALUµ
006H76ALUM
TOPVEM'
TOPVIEV[
.376'
I
I
I
I
I
I
I
I
OFFSET CLIP
608H18ALUM.
TOPMEW
Dim,ndmi
V9104 grill
For Mullion:
Ob.nolon
Voluo Bn)
PoTMNIIom
1.XvA
.123'
AIWI n
Tube MUIM
F
0
1.838
0.600
1.25 3.25'
%.BRA•
Aluminum
TUIw MWbn
G
H
1.000
2.880
3m
H
1
tA36
3.250
F
&187
1'X4•X
S16•
AWWluun
TubA B'P
F
0
2.626
1.126
1.25•%3.84'
X.6R4'
auminvm
Tme MWbn
G
H
I
O.767
2430
3.000
H
1
1.500
52
F
2260
1.26'X312V
XAW
Alumll4A1
Tube MMlon
F
2.813
SWB4 Muff
0
H
0.750
LEW
F
2.876
46'BB MW
I
GR60
• NUIlOM4ntlpn
jtllN4tlp
PoTP6No
Mullion
SW.CIIp
ODIOICIIp
"lip jAi,olectip
1'%4•XAM,(10)
66384
OOB111M
660510M1•%4'%.316'(11)OWHO
660112M
6B24RM
E86518M1'X4'X.37P'
(f1)
BE063
M112M
60242M
6WS8M1.2S
X3.2W X.100•(13)
RO100
660NY1M
411=�466241M
682410M
8086111.26•%3.ZY
X.-1-(141
20f01
8081128M
60N111.26•%3.IM•X._2.U6)
20162
66811f7Me6az4130DNom
Vv)
06818
WAWA646
DNOINN CAI)
66650
WAWA
6E94111M
L.TNN AfI4 sir
60705
'Iftici
PO'CQ_' FlOR1OPlb�(D`
TACT C C
Mull Dlmenel0n
(shoot B)
PET Part
Mullion
Std. Clip
U.Cllp Angle Cllp
Y X4' X.25' (16)1
66602
1 666ZOlM
688271M 8885112M
12'XVX,25'(i7)1
886D4
I 666202M
I 660272M BBB5113M
NOTES'.
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DWENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE
HOLE LOCATIONS.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
)--2.000---j
TX6'X35'
MULLION
8063•TBALUM.
%SECTION
.375'
MIN.
4—
STANDARDCUP .ICUPLII2MANGLEICUP
6}TBALUM 083-TBALUM ll TAUM.
I2.X4ECTION2p00WS' %SECTON %SECTON
16'
.25L1212Y -1.49S T
6.500'
CUTHERBTO
afiDm �I _SEEDE�TALF. .375• E .3TS
r SHEET MIN.
I I
I I
1
I
- - — - - —I- 3,438' 4 4 3,,W
I I 3A3
I _llllll.
I
I I
I
STANDARDCUP UCLIP,6—MALUM.
OFANCHOR HOLE MUST LIE S0S}Tl ALUM SEDPOR TX 4' MULLION SNEET 16
HEDASHEDBOUNDARY.SEE TOPNEW ♦l—_
3717
r MIN.
I
I
j
I
I
j
I
I
I
I
1
I
I
I
I
I
I
II
I
I
1
I
I
I
I
4.6W
6A:
I -
STANDARD CLIP
6083-TBALUM.
TOP VIEW
CENTEROFANCHORHOLEMUSTUE
_WRHOI THE DASHED BOUNDARY. SEE
SHEETS 5 20 FOR THE ANCHOR O.C.
— DISTANCE. MAXIMUM ANCHOR ROLE
DIAMETER ANCHOR DIAMETER- U16'.
.375'
I
I
E I 6.43B'
6 I
I
I
UCUP
ewS.TBALUM.
USED FOR 2'X 6' MULLION. SHEET 17
Tol V w
2XSANGLECLP
WO TBALUM.
TOPMEW
IT' No. 58705 -'.*
A. LYNN MILLER, P.E.
FL P.E.p 5BT05
EXAMPLE 1: SINGLE VERTICAL MULLION
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF 460.OF60.0 PER
1) WITIALLYASSUMING THAT A P WIDE MULLION IS SUITABLE,THE MUWON LENGTH IS 7TAND THE OPENING W,DTH 15USING
RECTANGULAR LOADING MAST MUSED. SCAN THE MUWON TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-1/4'MID WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF.60.0A80.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEMLARGER SMAVAILASLE.
FROM TABLES& SHEET 7, THE 1' X 2.75 X 575-MULUON (LENGTH= TV, OPENING WIDTH v 7W) MEETS THE DEPTH REWIRED, HOWEVER THE DESIGN PRESSURE IS /-U3 PSFAND WOULD
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A SHEET 8, THE 1' X 2.75- X.650' MUWON (LENGTH a 72'. OPENING WIDTH -70-) HAS ADESIGN PRESSURE OF.1-723 PSF YMICH EXCEEDS WE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF US UM.
2) USE TABLE 40 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CUP WITH (4)012 ANCHORS AND THE 2X5
ANGLE CLIPS WITH (4) 412 ANCHORS HAW CAPACITY OF US MS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER M INSTALL.
3) VERIFY WE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED NTH THIS MULLION SYSTEM THE LOWER DESIGN PRESSURE, OF MUWONS OR FENESTRATION PRODUCTS, WILL
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MUWON AND THE FENESTRATION PRODUCT BE WSFALLED IN ACCORDANCE WITH WE
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS FI.604 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 06 USE. ALTERNATIVELY,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALMIATE THE ANCHOR CAPA CY REQUIRED FOR THE EXACT DESIGN PRESSURE OF W PSF:
(60 PSF)X( ES8 LBS )v 624.9LBS (MAY BE USED TO QUALIFY# ID STEEL SCREWS FROM TAHM40)
72.T P5F
WEBUIDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBSAND USES A CONCRETEHEADERAND WILL THE WWDOWFRAME DEPTH IS2.3M'. THE OPENINGREQUIRESA
j f0
z
DESIGN PRESSURE OF-MV-55.0 PSF.
-1
FOR THE VERTICAL MULLION:
Q o
1) INITIALLY ASSUMING THAT A I- WIDE MULLION IS SUITABLE, THE MUWON LENGTH IS 32 72 1'v105' AND THE OPENING WIDTH IS 3V.36'.i'-7X. REFERENCING SHEET 0.
2 0
THE COLUMN USING RECTANGULAR WADING SMALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST ME WINDOW FRAME DEPTH OF 23/8'AND PALL
A A-
N w8
MEET OR EXCEED E REQUIRED DESIGN PRESSURE OF PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVALNiLE
MEETTH
2: MULTIPLE MULLIONS
LLDD 0. 4
FROM TABLE 3A SHEET 7, THE 1-X2.75-XMV MIILLION(LENGTH . 108', OPENING WIDTHv MEETS REGARD, HOWEVER THE DESIGN PRESSURE IS 4A16.1 PSF
G
N
MULL WOTH-�-
AND WOULD NOT BE SUITABLE MR APPLICATION.
Q 0
FROM TABLE I2X SHEET I6,THE 2'X4'X.2W MULLION (LENGTH v108', OPENING WIDTHv80') HASADESIGN PRESSURE OF♦14MA PSF WHICH MEWS THE REQUIREMENTS
R N N
SEE
FOR THE OPENINGAND MAYBE USED IN THIS APPLICATION. NOTETHEANCHOR CAPACITY REQUIRED OF 971 LBS.
40
i
DETAILS,
Ii SEE GHOSTS
FENODUCTIM
BECAUSEITISNOWKNOWN7MTTHEMULLIONWI MD2'TOTHEWIDTHOFTHEMIILLEDUW.THEADJUSTEDMENINGWiDTH1S3W-36'✓Z V.NOT7XMPRWWSLY
YY
gel E'I
4
APPSMB 2
ASSUMED THEDESIGN PRESSURE IS S7ILLAPPLICABIE FORTHEPDNSTEOOPENINQALTERNATIVELY, THE WINDOW WIDTHS MAYBE RDUCD TO MAINTAIN
MPRWK �-
ME
THE T3 DIMFNSIQN(]5-il!'r3S12`ET=T3').
rl
ILF
2) USE TABLE 12D TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR WE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME ME POURED
,
CONCRETE HEADER AND SILLARE B' WIDE. IF THE MUWON CLIP WERETO BE CENTERED WITHIN MEW. CARE MUSTBETAI ENTO MAINTAIN THE FASTENERS EDGE DISTANCE.
� Imj -
ITT'
USING THE STANDARD CLIP NTH(6)SAW ULTRACON ANCHORSAT AN EDGE DISTANCECF 2-1@'GIVESAN ANCHOR CAPACITY OF 1050 DB WHICH IS GREATER,AND
MULLION
LENGTH I oESEE
o�E
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
AM
OPENING IIIIS' SHEETS 24 SHEETI
FOR THE HORIZONTAL MUWONS:
MONT
BECAUSE THE VERTICAL MULL WILL BE 2'X 4' X.25P MULLION, IN THIS EXAMPLE WE M.I. MATCH THE HORIZONTALAND VERTICAL MUW ONS, ALTERNATIVELY, ANOTHER
HFO08NZ,
NIIWON I
MULLION TYPE LOUD BE CHOSEN.
SHEET25, THE COLUMN USNGWAPEZOIDALoTFMOIILARLOADWG MAY BE
FRWUCTREWSED
plyuVMN W°Flab
1)THE MULLION LENGTH IS 3E' AND ME OPENING HEIGHT IS 32Y72'F2'e106'. REFERENCING
OPENINGHEIGNTv120-)HASAMSIGN PRESSUREOF-M70APSFWHICH EXCEEDGME
Aui Np')0.02)8�.1Og
USED.FROMTABLE I2A, SHEETIB,THE2'X4'X.2WMULUON(@LDGTH-42',
REQUIREMENTS FORTHE OPENINGANDMAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF Ul LBS.
BpinLim GLe QO$(
DETAILS,
2) USE TABLE I2B TO FIND THE ANCHOR TYPE, ANCHORQUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE,ASSUMETHE CMU JASEC MBS ARE O'
By
SHEETS
WIOE.IFTHE MULLION CLIP WERETO BE CENTERED WITHIN THES', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USINGME 2X5 ANGLE WIPSWRH
Miem Dp45MedXM
2a
(4)311W ULTRACONANCHORSATAN EDGE DISTANCEOF I-GIVESMMCHORCAPACITYOF640DSWHICHISMR TER,AMDTHEREFORE DRABIE, f-0RTHEREQUV2ED
LII IIII/
ANCHOR CAPACITY OF Ul LBS
Lt O ( LYNN 411�
N
�SB'.HOMz �� Os•,NORQ.�
FMLLLExGTR MULLLENGTH
4)FOR THEU-CLIPINTHE HORIZONTALMUWW TH TO VERTICAL MULLION, USE E SAMEMCHORCAPACRYOF 521 LBS.TABLEI2BFORTHEUCUP SHOWSWEANCHOR
WACIWIS1074 LMWHENUSING3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FORMS REWIRED ANCHOROMACITYREQUIREMENIOF521 LBS.THE
�` :'•VCEIJSF"•:-ry �-
i( %
OPERN3 YnoM FDRYFRnGL MJLL
ANCHOR TYPE IS A#125TEEL SCREW.
Nu. 50700 •• ,
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS'-
4A04APSF FROM THEVERTICAL MULLION;
V470A PSF FROM THE UP HORIZONTAL MULLION ATTACHING TO CMU:
f 4
.1.170A PEF FROM THE 36' HORIZONTAL MULLION ATTACHINGTO THEVII3TICAL MUWON(INTERSELT)N).
WE LOWESTIGN
URE
�T�+SS/F
DESIGN PRESS•'CV(j`��
VERIFY THELOfIIOP�
OF THE FENESTRATION PRODUCTS US DWITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE, OF WWONS OR FENESTRATION
DESIGN AN DTHEFENEBTRARON PRODUCT BE INSTATED IN
PRODUCTS, WILLWTHW TOTHELATION
A. LYIJKENUB 6870 P.E.
RESP RESPECTIVE SUBSTRATES AND FENESTRATION PRWWON
ACCORDANCE WITH WE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PROOUCISTO MUWON.
SPECIFICATIONS IN
FL P.E.# 687G5
LOAD INOOF VSRTICALMULLION
SILL OF WINDOWS NOTANCHORED
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
I
,
LOADING OF VERTICAL MULLION
PATH INTERSECTING HORIZONTAL MULLIONS
LOADING OF HORIZONTAL MULLION
WITH INTERSECTING VERTICAL MULLION
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHOREO WITH INTERSECTING HORIZONTALMULUONS
EXAMPLES OF TRAPEZOIDALRRIANGULAR LOADING:
LOADING OF HORIZONTAL MULLION
LOADING OF VERTICAL
MULLION
PrommE9
I'
__�/�
�������ria��:I
LOADING OF HORIZONTAL MULUOI
LOADING OF VERTICAL MULLION
LOAD INGOFHORIZONTAL MULLION
MULLION
NOTES:
,.gmUCTRBVISEOI)ORAVV-- `
MY6ig\HHIA Ya Flwide
INGSARE
PWlding Code "
RERESENTATIONS OF TYPICAL
RERE$E
iNo p
pW CONFIGURATIONS.
E i.1i
imll Dua QO
CONFIGURATIONS NOTSHOWN
MAY BE EXTRAPOLATED FROM
DY
Mlun .&
THOSE 6HOWN.
F THE LOADING PE CANNOT
4YNN..
BE DETERMINED, DETERMINED, USE
PW
`\p`��.�
'•
RECTANGULAR LOADING.
\: RYi\�' \CENu^E.
;Fp
•=
31 SEE PRODUCTS'APPROVAL FOR
Na. 60T06 't
ACTUAL ANCHOR LOCATIONS.
V.
L i
ST "ILOF ��
ORI
:A.
LOADINGOFHORIZONTAL
A&Nry AORc
MULLION
FL P.E-# 68705