HomeMy WebLinkAboutNOASCANNED
BY
MIMIAM DE St. Lucie County MIAMI-DARE COUNTY
ME 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) w .miamidad�Qov/economy
PGT Industries, Inc.
North
Technology Drive Ft
North Venice, FL 34275SCOPE:This NOA is being issued under the applicable Hiles andgulations governing „cise 0F'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 failsto meet the requirements ofthe 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-SM 01, titled "Single Hung Window Installation"
sheets 1 through 8 of 8, dated 05111111, 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 thejob site at the request of the Building Official.
This NOA revises and renews NOA#115-0528.22 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
F40NFDADE COUNTY
Expiration Date: September Ol, 2021
'Y({ Approval Date: June 16, 2016
YST.I� 1 a- 0 2."1 Page 1
LUCIE COUNTY DING DIVISION
REVIEWED FOR COMPLIANCE ;
REVIEWED BY A A
DATE / I- 6 —L7
16LANS APO TERMIT MUST BE =PT ON JOB
OR NO INSPECTION 6VILL BE MADE.
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. FTL-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-5'
Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E_ (Submitted underprevious NOANo. 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-50' 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.I., approved on 08/06/15 and expiring
on 09101116.
Manuel re y P.E.
Product Contr Exa iner
NOA No. 5.02
---- -- - Expiration Date: Septemberm-2021
Approval Date: June 16, 2016
E-1
GENERAL NOTES: SERIES 200 NI , MPACT 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).
53-1/8°' TII
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
52-1/8" 1
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY NO ANCHORS
4
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE REQUIRED IN
VISIB
MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 6, SHEET 4 & 5. FLANGE
FRAME HEAD
l--�
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, SHEET 4. ALL WOODBUCKS LESS THAN
1-1/2" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
I
DIRECTLYTO SUBSTRATE. WOOD BUCKS DEPICTED AS2X ARE 1-10 THICK OR GREATER IXAND2X BUCKS
8'MAX. FROM L -
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
CENTER OF
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
MEETING
RAIL
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.
_
T
8' MAX. FROM
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
CENTER OF
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
MEETING -
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
RAIL
1
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
9"
ANALYSIS AND GLASS PER ASTM E1300.
MAX.
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
TYP. FLANGE F
THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.
-
(TES
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS -
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
OF
9) REFERENCES: TEST REPORTS FTL-6479; ELCO ULTRACON NOA; ELOO 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).
DESI
STAN
/INDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAYBE USED BY INSCRIBING THE •201
HAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. *AS'
*AN
•ALI
WIDTH -►{ f+ WIDTH y{ *AIE
HEIGHT HEIGHT -���� '•r �` '4`'
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INSTALLATION DETAILS FC_ _ .-IN FRAMES
INSTALLATION
OPTION 5
CURVED HEADER
EDGE
INSTALLATION DISTANCE
ANCHOR (SCREW)
THROUGH THE FIN
EDGE
DISTANCE
1.4165" 1 Iz
J J—
VISIBLE
LIGHT
HEIGHT
a1
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
I EMBEDMENT
_I
EDGE
DISTANCE
EDGE IL
DISTANCE
TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
DISTANCE
EDGE DISTANCE PER SUBSTRATE, SEE
TABLE 6, THIS SHEET
2X WOOD,
I�- EMBEDMENT SEE NOTE 2,
I \ THIS SHEET
2X WOOD,
SEE NOTE 2,
THIS SHEET
EMBEDMENT
T
tl4" MAX SHIM J
114" MAX SHIM
TYP. ANCHOR TYPE,
9
EMBEDMENT AND
EDGE DISTANCE
I
II 4 TYP. ANCHOR TYPE,
PER SUBSTRATE,
I EMBEDMENT AND EDGE
II 36
SEE TABLE 6, THIS
I� DISTANCE PER SUBSTRATE,
INSTP
SHEET.
I SEE TABLE 6, THIS SHEET.
I INSTALLATION
OR
!I 36
OPTION E
INSTr
II 61
30
STRAIGHT HEADER
ANCHC
it
INSTALLATION ANCHOR
THROU
I1
I
29
(SCREW) THROUGH THE FIN
MU
J
DADE API
J
INSTALLATION
VE
1/4' E
USE EITHER
OPTION 7
PROPERI
LATCH (# 29) OR
INSTALLATION
BOTTOM LOCK
ANCHOR (SCREW) 114" MAX. SHIM
32-35 (#11).TESTED
THROUGH THE FIN
UNIT LOCATION:
I
I 65/6" FROM
- III
I 64 VENT END.
#10 STEEL
SELF-DRILUNG
TABLE6:VISIBLE
jjj
SMS(G5)
LIGHT Ijl
HEIGHT I2-1/2"2-112"
36
F
III
I �
EXTERIOR
x
I
21l2" �
ALUMINUWSTEEL FRAMING OR STEEL
#10 Ste
20
STUD. SEE SUBSTRATE PROPERTIES.
�1
TABLE 6, THIS SHEET.
114" MAX SHIM
7J A.T.
CE +
EMBEDMENT
2X WOOD, SEE NOTE 2, THIS SHEET
VERTICAL SECTION D-D
EDGE
DISTANCE
NOTES
1) USE ONLY SUBSTRATE
APPROPRIATE ANCHORS LISTED
ON TABLE 6 OF THIS SHEET.
FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOWN
MAY BE USED ON ANY SIDE OF THE
WINDOW.
2) 2X WOOD FRAMING OR BUCK,
1-1/2"THICK OR GREATER._ _
3) VISIBLE LIGHT WIDTH OR HEIGHT
(ALSO REFERRED TO AS DAYLIGHT
OPENING) IS MEASURED I -ROM
BEADING TO BEADING.
ytGEi.fg.. -.. .
No, 58705
s{? 4
.n . Lj...
A. LYNFIIL:LER, P.E.
TABLE 7.
Anchor Quantities Required, Flange Frame
Mmknum
Window
Helghe
Sob Heightr
(am Figure A. this sheet)
Mmirmmt Window
Wdth'
19-1/8,
26-1/T 1
33"
37'
41-
Group A
Group B
Gmup C
Gmup A
Group B
Grow CjGrowA
Group BjGroupCjGroupAjGmup
B
Group
Group
Group B
Group C
Group A
Gr
m
g
$fie
m
m
rc
m
a
m
m
s
aka
m
m�mmm��2�������m
m
m
m
a
m
s
m
g
m
m
g
m
m
i
m
o:
m¢
g
m
m I
g
m
m
m
m�a�m��
m
m
m
i
m
m
m
g
23'
11-9/16' (Equal Lae)
2
2
Z
2
2 1
2
2 1
2.
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2 1
2 1
2
under 16-9/16'
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
3
37-
169/16' (Equal Ute)
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
3
2
2
2
2
3
3 1
3
over 1"116'
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 15-7/6•
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
15.7W euu 19.3r16" 3
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
WmW
19-1/4" (Equal Ute)
2
2
2
2
2
2
2
2
2
2
2
2
2
2 1
2
2
2
2
3
3
2
2
2
2
3
3
2
2
2
2
3
3
3
over 19-1/4"
2
2
2
2
2
2
2
3
2
2
2
2
2
31
2
3
2
2
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
under 19-0116-
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
19-9/19, thm 22-1/73
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
�"
225/16' (Equal Late)
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
oeer22.9/16'
2
2
2
2
2
2
2
31
2
3
2
2
2
4
2
3
2
3
2
4
2
3
2
3
2
4
2
4
2
3
2
41
2
under 2041W
2
2
2
2
2
2
3
2
s 3
2
3
2
4
2
3
2
1 3
2
4
2
1 4
2
1 3
2
4
2
4
2
1 3
2
4
2
4
20-1/6, thm 2.4-1/2" 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"
24-9/16' (Equal Ute)
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
9
3
over244V16'
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
under20-1311E
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
20-13/16• thin 255/l6" 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
3
50S/8"
253/6' (Equal Ute)
2
2
2
2
i 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 253r8"
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
urderm-15116'
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
34-15/18' thru 30-1/2 3
2
2
2
2
2
2
3
21
3
2
2
2
3
2
3
2
3
2
4
3
3
2
3
2
4
3
4
3
3
2
4
3
S 3
61.
349/16' (Equal Lke)
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
ou3r30-9/16"
2
3(
2
2
2
2
2
3
2
3
2
2
2
4
2
3
2
3
2
4
i 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
3
2
3
2
4
2
1 4
2)
3
2
4
2
4
2
3
2
5
2
4
_
253/4• thtu 31-1/T 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
3
3
2
4
3
4
63
3b9/1C (Equal Ute)
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 3"/16'
2
2
2
2
2
2
2
3
2
3
2
2
2
1 3
2
3
2
3
2
4
2
9
1 2
3
3
4
2
4
2
3
3
4
2
under 293/4'
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
1 4
2
3
2
4
2
4
"
293/4" dau 36-1jr 2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
21
3
2
3
2
3
2
1 3
2
3
2
3
2
3
2
4
3
1 3
38-9116" (Equal Lite)
2
2
2
2
1 2
2
2
2
2
2
2
2
2
2
2
2!
2
2
3
3
-2
2,
2
2
3
3
3
3
1 2
2
3
3
3
a"36sl76"
2
2
2
2
2
21
2
2
2
2
2
2
2
3
2
2
2
2
3
3
2
3
2
2
3
3
3
3
2
2
3
3
3
under 31-3W
3
2
3
2
3
2
1 3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
4
78,
31S/4' ihm 39' 3
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
1 2
3
2
3
2
3
2
3
2
3
2
3
2
3
3
3
3�1/18' (Equal Lite)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1 21
2
1 21
3
1 3
2
2
2
2
3
3
3
3
2
2
3
3
3
Tip -to -tip dimensions for flange windows shown. For buck dimensions, subtract 1".
2 Overall sash height. For Gear daylight height, subtract 3-W16".
3 Sae range includes the standard Pro-VieW (3-mr-2 configuration) for the given Window Height. a• FROM
"MR' refers to "Meeting Rair. SEAM
For overall sash width, subtract 2-15/16" from the buck dimension.
WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 53". W1
1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION f
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
Foxed Meeting Rail Plug Gasket, Rigid PVC
24
4066
64066G
Wstp.,187 X.230 Fin Seal
25
2784
72784W
Sash Side Rail Gasket, Polyethelyne
26
1078
7121UM
Balance Take-out Clip
27
Varies per Size
113alance
28
2711
4280OW
Sash Cam, Nylon
29
1096
71096W
Sweep Latch, Znc
30
1016
7858WW
#8 X.625 Ph. FI. SMS Latch Screws
31
1267
71267N
Setting Block 118" 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
36
Dow Coming 899 Silicone Glazing Sealant
40
1625
61625B
Glass Bead (1/8' Glass)
41
2719
82719B
Glass Bead (3/16" Glass)
42
1263
61263B
Glass Bead (1/4" Glass)
43
1253
6VT48B
Glass Bead (I.G.)
50
781 PQA
#8 X 1" QUAD Pn SMS
51
781 PSTX
#8 X 1" Sq. Pn Twin Fast SMS - 410 S.S.
52
1184
781LHPQA
#8-15 x 1 LH Wriest Screw Zinc
53
1186
781LHPQX
#8-15 x 1 LH Twinfast Screw Zinc (S.S.)
54
78XIPFTFUA
#8 X1" Ph FI u/cut SMS
55
78XIFPAX
#8 X1" Ph FI -Stainless Steel
60
1/8" Annealed or Tempered Glass
—61—
--
-- -
3/16' Annealed or Tempered Glass
62
1/4" Annealed or Tempered Glass
63
1 IN'-1/4" Air -118" An. or Temp. I.G.
64
118"- 3/16" Air - 3118" An. or Temp. I.G.
�— 2.000"
.062 500"
869"
.062' .062' A
OFLANGE FRAME HEAD
6063-T6 ALUMINUM
2.056"
0 no'
n
3.225'
1A25"
050"
2.055'
OINTEGRAL FIN FRAME SILL
6063-T6 ALUMINUM
W
2"
.osz"
t.0to"
OFIXED MEETING RAIL
6063-T6 ALUMINUM
.050'
.500' —
C
1.125"
2.000"
oso^ —
.975'
.050" —
O u
6
.062' ,
.050"
—yl��l� .926-
10 SASH SIC
6063-T6 A
' A. 1-41414kA llih. RE
P.E# 58705
SCANNED
BY
St. Lucie County
MIAMI•DADE MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION - T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) wn .mhmldade.eovlecunomv
rvl 1nUMMUS, 1Le.
1070 Technology Drive Q
North Venice,nice, FL 34275
PYj
SCOPE: FILE
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 "Impact —Resistant Aluminum Tube Mullions",
sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, 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.
TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA# 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
MIAMI•DADE COUNTY Expiration Date: May 26, 2021
V411111 Approval Date: April 14 2016
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 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 02/28111, 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 5th 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.
V6.102218.03
P.E.
ProductCiner
NMOA
Expiration Date: May 26, 2021
Approval Date: April 14 2016
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51° 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 , P.E.
Product Contr I E aminer
NOA No.-0218.03
Expiration Date: May 26, 2021
Approval Date: April 142016
E-2
DETAILA;
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
ERHERTHE
STPNOOo
OTSETMLL
CUT'"YB
MSTULe
THIS Mmm
a
E%TER�IOR a<A° a'° a
MULLION
SE6 SHEER
3623FORHOLE
LOCATIONS
L.R60'MA%FOR
ALL MIILLION9
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
a
.4
EXTERIOR
a
SIDE VIEW
EIWEA TEE
9TANBARO
oUPWYBE
6E
a
IHSIN-
I..UBr
THISAETHOB
`
TTP.MCHOR
TMANCHOR
PERSUSSTMR,
TYP.ANCHM
PERSUBSTMTEE,
'UTABUMI&1BB
PERSUBSTMTE
SEE TASLE910°BS
BEETPBIFA t&1B8
BUCNBTRIP
DISTANCE
ANO
SEETME
$B.16B Eb
10ABa
61
gT}AMMENI
BY OTHERS,
BUCKEMP
AND
EMBESAEM
SEE NOTE 1,
gRACHMEM
I
.•
SHEET I.
6
'•:
HEET
SHEET 1.
MINRAkSICONCRElE 01Y OAU
- • ....
•'
FROM VIEW
'
.•.
SIDE VIEW
FRONT VIEW
INSTALLATIONNOTES
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 HE 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 3.
5) FOR MASONRY APPLICATIONS IN MIAM4DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS
A.
58705
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT- RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE OPENINGWIDTIFORVE
MULLIONS I /
AnTS2:
sl¢Ersza
MALL
1ExOlx
I
�,L /9FE OETNL9
I xOR20MAt I' A0.G,H;
F44--- MULL —.III.-- BHEE19 xa
LwoiH MULL
L
LwOTM
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
y MULL
LEr F—oPPMxo WIDTH--4
d oeE�
L
HEFm
IGHT M LL MU LlUt MULL
MUL
SINGLEMULUON L SINGLE MULLION
'18EE DORREBPOND W O DETMS
FROM FIGURE IAOOVE.
STANDARDS USED:
.2014 FLORIDA BU WING CODE (FBC). STH EDITION
-ANSUAFSPA NDS-2012 FOR WOOD CONSTRUCTION
.ALUMINUM DESIGN MANUAL, AOM-2010
.AISI-SIOD07182-2010
F—HORIZMULLLw01H—I—I
t' Ill d 111 d
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE W ADDITION TO ANYANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS 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 ARE TO BE DESIGNED BY OTHERS.
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
HAVE BEEN TESTED AS 'FREE-FLOATINW AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
NOT HAVE A GAP OF MORE THAN VW FROM THE CLIP.
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS,
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 EWJAPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
ONLY TWO ADJACENT UNITS AT ATIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
B) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SME SHOWN ON THE TABLE(S).
7) 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
REACTIONS.
B) REFERENCE: TEST REPORTS: FTL-6443; ELOO ULTRACON/AGGRE-GATOR NON$
8) MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACTAPPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
POT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE W THE HVHZ,
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
INSTRUCTIONS
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT ILBSIFT21 FOR THE OPENING USING THE ASCE-7 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH.
3) REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR' OR-TRIANGULARRRAPEZOIDAL'.
THE CHOSEN MULLION'S MULLION CAPACITY(LBBIFT21 FROM TABLES 1A THROUGH ISA, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
LLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE
N CAPACITY LIBSM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LB&FP) FOR THE OPENING OBTAINED IN
J.
OPMTI—Tx
OR VERTICALWLL
5) FROM THE SAME TABLE USED IN STEP 4)ABOVE. F IND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (lB8). THIS VALUE'
REPRESENTS THE WWDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTOATTAINTHEFULLMULLION` T ACII T.
6) FROM THE ANCHOR CAPACITY ILBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE
ANCHORISUBSTRATEIANCHORCLIP PATTERN MAY APPLV)SELECTAN ANCHOR CLIP PATTERN AND VERIFY THAT -THE REQUIRED ANCHOR
\Ettt Nq LYNN AI
;�,\t\O; .••• .....
oPENWovmm�
FORVE1T7ICALNAIu
CAPACITY IS MET.
se
C'
MULTIPLE MULLICNS
7) IFTHE MULLION MULLION CAPACITY (LBSM OBTAINED IN THETABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (Lastm FORTHE
= T`i N1.68705
OPENING, YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
_
c •n':�
B) VERIFY THE DESIGN PRESSURE RATING(LBSIFT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALLAPPLY FORTHE ENTIRE MULLED FENESTRATION
I
T., FlOR�10P.
CAPACITY(LBSFT')
PRODUCT
,.SS/
8) HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFICAPPLICATION WHEN USINGTHIS NOA TO APPLY FOR A PERMIT.
1
A. LMNRMILI:EF
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
m
EXTERIOR /
\-
MW 21 MI CONCRETE OR CMU
FRONT VIEW
'wlmmi
ir �
BYoSEENOIE
I,
SNEETI.
M012.7MICOMMIETEORCI V
SIDE VIEW
INSTALLATION NOTES:
i) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL SE SEYONO WALL DREBSING OR STUCCO.
2) QUANTITY OFANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSETHEANCHORCAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE, THE
CORRECTOUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THETABLES ON THE
FOLLOWING SHEETS. FOR DETAILS ". EITHERTHE STANDARD ORINTERIOR CLIP MAYBE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET &
S) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS.
FRONT VIEW
EXTERIOR
DETAIL E:
MULLION TO MULLION
�1 .1P6'MM,
INTERSECTION
NOTES:
(U•CLIP)
1) MAY BE INSTALLED IN'TEE' OR -CROSS'
INTERSECTIONS.
V ES
OMAY BE INSTALLED HORIZONTALLY
(SHOWN)OR VERTICALLY.
3) SEE U-CLIP DRAWINGS, SHEETS 21-23
FOR CORRESPONDING MULLION.
TOP VIEW
,.. w
FRONT VIEW
EXTERIIOOR \Y
SEESHEE A-WFOR
HaELCCAnaNs
EDGE
=TANCE
SEETABIES
1619B
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHI
NOTES:
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 5. 0, FOR QUANTITY OF SCREWS
S1DE VIEW
x + IJu�007'D5
FL
�Y
l
P.E.
DETAILF:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SEEOETNLEAE.
6MEETS 2 MD S FOR WETA TIT
x TOSPEGFlOSIBSTWEE.
EXTERIOR
MODIFIED TO FIT FIELD
CONNTON6,
IMOW00D.STEEL.
AWMLMOORMASOF6IT
EXfE1DOH
O
SIDE VIEW
sI,Om wI-"X,IW
NIRLIOV
NOTES FOR INSTALLATION OPTIONS F.
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X2.1 VX.126' MULLION.
2) SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 2143 FOR HOLE LOCATIONS.
3)THE 2X6 CLIP IS NOT SURABLE FORTHIS APPL 710N.
DETAIL G: DETAIL H:
ANGLE MULLION CLIP BAY MULLION INSTALLATION
(ANGLE CLIP) (ANGLE CLIP)
NOTES FOR INSTALLATION OPTION G A H:
1) USE 2 ANGLE CLIPS PER MULLION ENO. CLIPS MUST BE INSERTED INSIDE OF MULLION.
2) DETAIL 0: SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS.
3) DETAIL H: SEE TABLES IDS OR H3B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
LOCATIONS,
Fiai46
3 ;k i Nn. 5B700
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ANCHOR CAPACITY AOJUSTMENT FORMULA:
(OP,.)X ANCHORCAP.e„,`pANCHORCAP.-
MULUON CAP.„•„
WE THIS FORMULATO 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
MULUON. TT WILL YIELD MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHO R CAPACITY TABLE.
FIGURE I: FIGURE 2: TABLE NOTES
• • • • 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND BREET 25 FOR INFORMATION ON LOADING.
• • SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
FIGURE 3
• • • •
ANGLE CUP MUST BE USED IN PAIRS.
FIGURE4. FIGURES: FIGURER:
:. lr;�] • •
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 2123.
HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.21
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 0-00. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SO OF 0.65 ALUMINUM SHALL BE W0 TS AND BE A MINIMUM OF.12S
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST.1 a' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. 010 S 111E ANCHORS INTO WOOD MAY Be STEEL. 18.8 B.S. OR 410 S.S.
PROD1
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TABLE NOTES:
FIGUREI:
FIGUREI FIGURE&
FIGURE
4: FIGURE&
FIGUREO:
1)SEESHSET i FOR INSTRUCTIONS ON USING THE TABLESAND SHEET25 FOR INFORMATION ON LOADING.SEE
•
• •
SHEETS 2.4 FOR
BETWEEN MULL
•
•
•
• •
• •
•
• •
HO NA E NOTLENGTHS
SHOWNTO SCALE. SEESHEETS FIGURES 21-23. HOLES
STRCT� T DIMENSIONS,
3) MULLIONMOW
FIGURES: FIGURES: FIGUREI:
DDINULLIONDPS
SUGGESTED, APPROXIMATE HOLE LOCATIONS.
• •
• •
• • • •
4) SUBSTRATES: OONCRETE SHALL CONFORM To ACI WI SPECIFICATIONS. HOLLOW AND GROUT-I'LLED
CONCRETE BLOCK UNIT U) SHALL NFORM TOASTM WOOD SHALLSEPRESSURE-TREATED YELLOW
PINE WITH ANALUMINUM
GRAOF L MI UM SHALL BA�� 0BEATLEAST 7 fi L
• •
UDC RAL �roINNUM
SOUTHDS i0 DE 335. CI(
METALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THEMATERIAL d106
ANGLE CUP (FIGURES 5Af1) MUST BE USED IN PAIRS.
AND A36. ALL ANCHORS INTO
#12 ANCHORS INTO WOOD MAY M STEEL, 18.8 B.S. OR 410 B.S.
NNc,.I IOG
a "/M 16
TABLE 7A
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,
FIGURES: FIGURED: FIGURE7:
•
ANGLE CLIP (FIGURES 506) MUST BE USED IN PAIRS.
-1 1.002- (--
TABLENOTES:
i) 8EE SXEE71 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
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SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4J SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
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PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE
THICK(18 GAUGE)76
MSTRCTURAL STEEL TO BEAT LEAS0.5125' THCKTO REA IAND ASS. ALL ANCHORS NIMUM GRADE 33 445' .3'
INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL M108 p12 YX ULLION I
ANCHORS INTO WOOD MAY BE STEEL, 18 8 S.S. OR 410 SS. 'T•-MULLION
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NA. 68705
A. LYNNIMILLER.F
FL P.E.0 58705
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FIGURE 2: FIGURE 3: FIOUREA FIGURE FIGURE V. FIOURE 10. FIGURE II: I) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
• • • • • • • LOADING. IN E SHEETT ON FOR BETWENMGENERALLLENGTHS
INSTALLATION MEFH00E
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS 13 ALLOWABLE.
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• • • • 21-23. HOLESTOBE DRILLEDSHOW
IN UG FIELD ESTED APPROXIMATE
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SEE SHEETS 24 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 21-21
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FIGURES SHOW SLOG ESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Sol SPECIFICATIONS. HOLLOW AND GROLIT-FILLED
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YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.126'
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FIGURE 2:
FIGURES:
ANGLE CUP (FIGURES 13) MUST BE USED IN PAIRS.
TABLENOTES:
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.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-M.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 214S.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT.FILLEO
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 090. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE606346AND BEAMINIMUM OF.125'
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046-TKCK(18 GAUGE). STRUCTURAL STEELTO BEAT
LEAST.126' THICK ANDA36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL 1110 t1 p12 ANCHORS INTO WOOD MAYBE STEEL, 1"S.S. OR /10 SS.
eANCHOROAP.-
No. rvO5
FL
H1.000'-I F'-7.250'-1
--� 1.000' -- --+ 1.000' I--
'[I� 'LI� ri.266'-I
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I126".12I d2V2.T60' 2.750' ,126- 3.125' 3186`.125' .126" .126`2.000' 2.000' 2.118'266'26' 3TF637V A 60T0'
T I .000" j
1'X VXA25' MULLION VX 2'X MW MULLION V X 2.75' X.37V MULLION I-X2.7WX.66OMVWON 1'X1125•XE-MULLION 1.16"X3.166'X.NVMUWON 1.M'X 2.11-XA26'MULLION
%GB TBALUM. 6063-TBALUM. 6053.T6 ALUM. 6063-TBALUM. 6063-76ALUM. 6063-76ALUM. 8W6 T6ALUM
XSECMON %SECTION XSECTION XSECTION X-SECTION X.SECTION %SECTION
CENTER OF
CREATE F-CLW. BEE I MIN. 4
DETAIL F,;C1.
.33V MIN.
U.OLIP
L------- J A A I 6061T6 ALUM,
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DIAMETER ♦ 1/16•.
STANDARD CLIP
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--y .376'
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1
I
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1
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TOPVIEW
ZINTEROFANCHOR
LE MUST UE
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ANCHOR O.C.
DISTANCE MAXIMUM
ANCHOR HOLE
DIAMETER:ANCHOR
DIAMETER H116'.
Ir-�1
2XSANGLECUP
606376 AWM.
210V %SECTION
L 125-
.37W MIN. --I
--------------
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TOPV EW
CENTER OF ANCHOR HOLEHEEMUST 5I 7FOR TEE
DASHED BOC. DISI .SEE SHEETS ANCHOR
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HOLE OWAETER:ANCHOR DIAMETER • 1118'.
Mull DlmCKISIM(OReet 0)
POT Part
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NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET.
2) SEE SHEETS &20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS 5 ANCHOR O.C. DISTANCE.
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
TABLE A
Dlmenolon
Value on)
For Mulllon:
q
1.625
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Aluminum
Tube Mullion
B
2.854
C
D.695
D
0.740
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V X2` %.375'
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757
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Tube Mul0on.0001`
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A
2.625
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782
A
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A. LPN511 FL P.E.# I6870668705 E.
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3.250-
100'
L d00'
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1.26'X3.2SX.I00-
MULLION
3005•T13ALUM.
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30'BAY MULLION I
606YT6 ALUM. I
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VxX x 3T6•
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6063TBALUM,
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MULLION MULLION
600546ALUM 6005-T6ALUM.
)SECTION X-SECTION
.220 {-,881'-� .238'J
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RE:
2) SEE SHEETS S20 FORSUGGESTED, APPROXIMATE HOLE LOCATI01
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
740-
1 I �5'
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..50'0 UM. 2U�)L2XXSANGUZCLIP
%SECTION 2.,2UC�amme ALUM OWTBALUM%SECIRON
725' X-SECTION
L .
.126'
.,26•r
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHEGBOUNDARY.SEE SHEETS530FORTHE
ANCHOR OA. DISTANCE MA GMUMANCHOR
HOLE DIAMETER: ANCHOR DIAMETER• IRV. -
—3.126'��_ CREATEFZP.SEE I .375
DETAILF, SNEETd
---------
I i I
I I I
I II i I
I I I I
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I
I
2250' I I I I I
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H
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EN ON THIS SHEET.
37
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j
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F
1 ---
THEANCHORO.C.
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I
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Olm6nalon
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For Mullion:
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G
1.93
0.S00
1.2
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Tlv a MMIHn
G
H
1.000
2.880
3.000
1
1.430
3.260
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1'X4'X
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F
G
2.626
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1.25-X3.64-
X.624'
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TuEU MuftA
G
H
0.767
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6.000
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1
1.600
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F
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F
2.619
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0
H
0.760
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I
3260
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(Naattli
PGTFaND
Mulllon
StU, Gip
GXmICIIP
U-0IIP
AnBla Cllp
1'X4'X.In,00)
60M
69B111M
a601122M
BB02HM
060510M
i'X4•X.3M(11)
6661D
060112M
M1123M
666242M
666516M
PX4•X,37W(11)
06063
668112M
D0611=
699M
M518M
1.29X3.26'X.I00•(13)
26100
961 M
W661124M
OW410M
6MU5M
1RYX3.25'X"(14)
R0161
860112BM
8 ll1
0411M
6MA16M
1.25'%3.84'%.BRA'(15)
join
oWl117M
6001126M
SM41M
M517M
30 D42ma (JU)
fiB040
WA
WA
WA
6665110M
45Dl.(20)
86650
WA
WA
WA
fiE IUM
CLIP
':: No. 66T05
id
Mull DlmenNon
(shoot#)
-PET Part0
Mullion I SWU CIIP UCllp
JAM910CIII,
66602
869281M
668271M
B605112M
Z'XVX.25'(17)1
66504
1 666282M
066272M
6005113M
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 LOCATIONS.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2.000' ,316E
OMIN.
4.000E
.250E TX4'X.M'
MULLION
6063.T6 ALUM.
XSECTION
.2W'
)----2.000'— j
TXB'X.2S
MULLION
S00l-TOALUM.
XSECTION
@—
£ � I--.1E5•
STANOMDCLIP
2.000E I 6O 11IALUM.
%SECTION
.125E
1.4B0-
E _BEE DETNL F. .373E
r BNEET4 MIN.
1 I I
I I I
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3.438E
I
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STANDARD CLIP
CENTER OF ANCHOR HOLE MUST LIE OWTBALUM
WTHIN THE DASHED BOUNDARY. SEE TOPYIEW
SEEDETML F. 276E
r TMIN.
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fi.d:
STANDARD CLIP
6083- 0ALUM.
TOP VIEW
T
--I I--.126'
ULCLIP 2X6 ANGLE CLIP
8083TIIALUM. S083T8ALUM.
%SECTION 2.0I00- X-SECTION
15' L 125E
CENTER OF ANCHOR HOLE MUST LIE
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 520 FOR THEANCHOR O.C.
U CUP
6W316M.
USED FOR TX 6' MULLIALUON SHEET it
TOPVIEW
r--------------------- I
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Ir______
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MANGLECLIP
HOLEMUSTUE 808Y10ALUM.
BOUNOARY.SEE TOPAEW
2XSANGIECLP
CW8 TBALUM.
TOPWEW
RfiV15E0
d. Wo Plmibl'
Nj 1(A-02.1P3,__-'
..wr�a" 0.091
^ ' Nn. 50705 �*
A. LYNN MILLER, F
FL P.E.6 58706
MULL WIDTH
PENINO WNTH
EXAMPLE 2: MULTIPLE MULLIONS
THE BUILDING SUBSTRATE IS MOM TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2IAF.THE OPENING REQUIRES ADESIGN PRESSURE OF 460.011
1) INITIALLYASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 71FAND THE OPENING WIDTH I832'+32+1-�. REFERENCING SHEET25,THECOLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114-AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+00.0/-B0.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXTLARGER SIZE AVAILABLE.
FROM TABLE 3A. SHEET?. THE 1' X 21 X.375' MULLION (LENGTH= ]T, OPENING WIDTH - TO') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-583 PSFAND WOULD
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A, SHEETS, THE 1' X 2.75- X.65W MULLION (LENGTH -72', OPENING WIDTH -70') HAS A DESIGN PRESSURE OF N-72.7 PSF WHICH EXCEEDGTHE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME ANCHOR CAPACITY REQUIRED OF 636 LBS.
2) USE TABLE 40 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)B12 ANCHORSAND THE 2X5
ANGLE CLIPS WITH (4) 012MCHORS HAVE A CAPACITYOF BOB LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP 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 MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/ -BOA PSF. THE OVERALL MULLION SYSTEM WAS DETERMINEDTO BE 72.7 PSF WITHAN ANCHORCAPACTTY OF we LBS. ALTERNATIVELY,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF60 PSF:
(60PSF)X(2.7 636 USE =624ALBS (MAYBE USED TO QUALIFY M ILO STEEL SCREWS FROM TABLE 40)
]PSF
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADERAND SILL. THE WINDOW FRAME DEPTH IS 2-W. THE OPENING REQUIRES
DESIGN PRESSURE OF-W.N55.0 PSF.
1) INITIALLY ASSUMING THAT 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"]YN'=105'AND THE OPENING WIDTH IS 36'+38W -73'. REFERENCING SHEET 28,
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF MWAND WILL
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+5101-55.0 PSF, IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT IARGERSM AVAILABLE.
FROM TABLE 3A, SHEET 7. THE 1'X2.75' X 3]5' MULLION (LENGTH=101F, OPENING WIDTH - SO')MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A SHEET 18, THE 2' X 4' X.25P MULLION (LENGTH -10W. OPENING WIDTH a 00') HAS A DESIGN PRESSURE OF+/4i4.i PSF WHICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 071 LBS,
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD YTO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING MOM IS 3W.SW.2'=74', NOT7D'AS PREVIOUSLY
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING, ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
THE 77 DIMENSION (36ARY3S72'+2'�73').
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE. ASSUME THE POURED
CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THEW, CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE
USING THE STANDARD CLIP WITH (8) Lib' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1m GIVES AN ANCHOR CAPACITY OF I= LBS WHICH IS GREATER, AND
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS.
FOR THE HORIZONTAL MULLIONS:
BECAUSE THE VERTICAL MULL WILL BE A2-X 4' X MW MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS. ALTERNATIVELY. ANOTHER
MULLION TYPE COULD BE CHOSEN.
1) THE MULLION LENGTH IS 30' AND THE OPENING HEIGHT IS 3r-7r4' -106'. REFERENCING SHEET 25, THE COLUMN USING TRAIRMIDAL TRUINGULAR LOADING MAY BE
USED. FROM TABLE 12A, SHEET 1S. THE 2' X e X.250' MULLION (® LENGTH • 42'.OPENING HEIGHT -120') HAS A DESIGN PRESSURE OF+A170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS.
m 1lee Teel F wP 1 mu0 TRP ANCHOR TYPP aNCHMR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE W
DISTANCE OF 1' GIVES AN ANCHOR CAPACITY
SUITABLE, FORME REQUIRED
4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF R21 LBS. TABLE 12B FOR THE UCUP SHOWS THE ANCHOR
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FORME REQUIRED ANCHOR CAPACITY REQUIREMENT OF VI LBS. THE
ANCHOR TYPE IS A 9/2 STEEL SCREW.
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
+/-64.7 PSF FROM THE VERTICAL MULLION;
+/•170.0 PSF FROM THE 3W HORIZONTAL MULLION ATTACHING TO CMU;
+1.170.0 PSF FROM THE 3W HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECRONN
THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS.
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 MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
.. tTrvrv..�e4,1'.
k! Hu. GS705 _
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A. LYNN MIDL•ER, I
FL P.E.R 68705
EXAMPLES OF RECTANGUI-ARLOAI)ING!
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NOTES:
HORAWWGSARE
dY6Nni%ft]F Hda
RuildinpC .
Pw
RERESENTATIONSOFTYPICAL
CONFIGURATIONS.
CONFRIURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
THOSESHOWN.
AenC+mm No Jr.,011Sp
BY
Mlun noon
FV
_
F THE LOADING PE CANNOT
BEIOETERMWED, USE
RECTANGULAR LOADING.
`��`�OtM///F'�i
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If
3) SEE PRODUCTS' APPROVAL FOR
ACTUAL ANCHOR LOCATIONS.
h`i No. E0T06 t
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A CYNIR A14 5.E.
LOADINGOF HORIZONTAL
MULLION
FL P.EN 68705