HomeMy WebLinkAboutNOAMi
ED
W 2 3 M,
M IAM1•DADE LSr.ucie
DEPARTMENT OF REGULATORY A
BOARD AND CODE ADMINISTRATI
NOTICE OF ACCEPTAI
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under
materials. The documentation subs
Product Control Section to be use(
Having Jurisdiction (AHJ).
This NOA shall'not be valid after tl
Section (In Miami -Dade County) a
to have this product or material t(
perform in the accepted manner, tl
immediately revoke, modify, or su;
reserves the right to revoke this a
Section that this product or materia:
This product is approved as descri
Code, including the High Velocity
DESCRIPTION: Series "PGT"
SCANNED
BY
St Lucie County
fD ECONOMIC RESOURCES (RER)
,N DIVISION
CE (NOA)
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.2ov/economy
ie applicable rules and regulations governing the use of construction
itted has been reviewed and accepted by Miami -Dade County RER -
in Miami Dade County and other areas where allowed by the Authority
expiration date stated below. The Miami -Dade County Product Control
d/or the AHJ (in areas other than Miami -Dade County) reserve the right
;ted for quality assurance purposes. If this product or material fails to
manufacturer will incur the expense of such testing and the AHJ may
.)end the use of such product or material within their jurisdiction. RER
ceptance, if it is determined by Miami —Dade County Product Control
fails to meet the requirements of the applicable building code.
led herein, and has been designed to comply with the Florida Building
lurricane Zone.
Extruded Aluminum Tube Mullion -- L.M.I.
APPROVAL DOCUMENT: Dra ing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C
dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: ".Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be bonsidered 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 N'OA 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 itsl entirety.
INSPECTION: A copy of this c
distributors and shall be available f(
This NOA revises NOA# 16-0218.1
approval document mentioned aboy
The submitted documentation was i
lire NOA shall be provided to the user by the manufacturer or its
inspection at the job site at the request of the Building Official.
and consists of this page 1 and evidence pages E-1 and E-2, as well as
by Jorge M. Plasencia, P.E.
GR( 0630.01
ExpbJttbit'B'�"£NTay6, 2021
Approval Date: November 09, 2017
Page 1
PGT Industries, Inc.
OF
A. DRAWINGS
1. Manufacturer's die
(Submitted under.
2. Drawing No. 630(
through 25 of 25
manufacturer, sign
B. TESTS
I. Test reports on: 1) ,
2)1
3)'
4) ]
5)1
6) ]
along with marke
mullions, prepared
(samples A-1 thru
and sealed by Marl:
(Submitted under I
C. CALCULATIONS
1. Anchor verificai
Edition (2014) ;
08/29/17, signed
D. QUALITY ASSURAN
1. Miami -Dade Dei
E. MATERIAL
1. None.
rawings and sections.
OA No. 10-0819.05)
R, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
dated 08/29/11, with revision C dated 06/19/17, prepared by
. and sealed by Anthony Lynn Miller, P.E.
.ir Infiltration Test, per FBC, TAS 202-94
uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
later Resistance Test, per FBC, TAS 202-94
arge Missile Impact Test per FBC, TAS 201-94
.yclic Wind Pressure Loading per FBC, TAS 203-94
orced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
[-up drawings and installation diagram of clipped aluminum
by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
?-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
1 D. Brinson, P.E.
OA No.10-0819.05)
calculations and structural analysis, complying with FBC 5tn
with FBC 611 Edition (2017), prepared by manufacturer, dated
sealed by Anthony Lynn Miller, P.E.
t of Regulatory and Economic Resources (RER).
TIONS
E-1
Jorge M. Plasencia, P.E.
Pro uct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
PGT Industries, Inc.
F.
G.
STATEMENTS
1. Statement letter o conformance to FBC-511 Edition (2014) and FSC-6`h Edition
(20147, dated 06/2�/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter o no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed b, Anthony Lynn Miller, P.E.
OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to POT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I., approved on
04/14/16 and expiring on 05/26/21.
E-2
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE FOPENING WIDTH FOR VERTICAL MULL
MULLIONS / -� SEE DETAILS
A-0,G,H;
5HEET31-0
SEE DETAILS I! III it
ATHRUG;
SHEETS 2-4
I III
VERT.
PAULL
LENGTH
III
I
/SEE DETAILS
A-D,G,H:
L-O-MULL
SHEETS 24
LENGTH HOF020NTAL
MULL
LENGTH
GENERAL NOTES:
N ADDITION TO
ANCHORS
FORTHE
FENESTILS SHOWN ARE FOR THE RATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE ONLY. ANCHORS SHOWN SHIOWN. EACH SITUJTION S 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.
ORMANCE OF THE
ARCHES TO BE HAVE BEEN TESTED AS FREE -THE TYPE AND NUMBER OF FLOATING AND CHORS IS CRITICAL
DO NOT NEED TO BE ID RECTLYATTAHED TO THE MULLION CLIPS. BUT SHALL
UNITS. MULUONS
INSCRIBED INSIDE
RECTANGUU+R NOT HAVE A GAP OF MORE THAN 114' FROM THE CLIP.
SHAPE
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING O THE REQUIRED
DESIGN
THIS ANCHOR EVALUATION- THE 1.6 LOAD DURATION FAC OR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
NUSED
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
1 SEECErA6S ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
ATMU G ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
/ SHEETS 2-4 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY.
OPENNG
HEIGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THETABLE(S .
FOR
HOR=WAL 7)ANCHOR-EMBEDMENLTO-BASEJMATERIAI SHALLBEBPVONo wALLD3ESSRN_G_OB.SLTI000. WOOD BUCKS BY OTHERS. MUST
SEEDETAILE, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESSTAM
SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTION.
FENESTRATION 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NONS
PROCUCTSMAY
-6E DFANYTYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
MUST BE CODE, AND ARE APPROVED FOR IMPACT AND NOWIMPACT APPLICATION. MULUONS ARE ONLY TO BE USED WITH
MANUFACTURED
BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
BY PGT.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
MULL
� ~HI^OPEMNGVmT" HE�IG1 HT
1-HORIL MULL LENGTH---j
LENGTH
d FOR
VER,. _ MULL LENGTH M
LENGTHL L
OPENING
SINGLE MULLION SINGLE MULLION FORVERTICALMNI
OPENING WIDTH
FOR VERTICAL MULL
'1 SE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE 1 ABOVE.
CODES / STANDARDS USED:
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•2014 FLORIDA BUILDING CODE (FSC), STH EDITION
•ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM-2015.
•AISI SIGO-12
•AISC 360.10
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/F 2) 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.
s
r�rn
.�
GENERAL NOTES ........... ... ___... 1
INSTRUCTIONS ...._.......___--1
ELEVATIONS..._...._.._._..___. 1
m
MULLT02X WOOD...._..__._. 2
MULLTO 1X S MASONRY.._.._-. 2
.��.
INSTALLATION NOTES...._.__ 2
N
MULL TO MASONRY_._.._......... 3
MULL TO STEEL STUD_.._..__._ 3
MULL TO MULL_......-._.__.._ 3�
p �
ALTERNATATE CLIPS___.__.-4
BAY MULL INSTALLATION ...........4
O
1 X2 X.125 MULL SPECS..._.._ 5
1 X2 X.375 MULL SPECS__..__._6
In J
K J
1 X2.75 X.375 MULL SPECS.._.._.7
1 X 2.15 X.65 MULLSPECS_..,_..8
IWE.
Z -moo
p' A
1 X 3.125 X SOO MULL SPECS_.._.g
S
(7 m Q
O
1 X 4 X.125 MULL SPECS..--..-10
1 X 4 X.375 TUBEMULL SPECS.... 11
1 X 4 X.375 T S_.. MULL SPEC.II
H
< I- >
m
125 X 3.188 X 265 MULL SPECS._12
W
125 X 325 X.100 MULL SPECS..... 13
(j W
m
125X325 X.624 MULL SPECS__f4
? Z i
125 X3.S4X.624MULLSPECS_...16
w z
m
2 X 4 X.25 MULL SPECS .... .... ..... 16
2 X 6 X.25 MULL SPECS_....___.. 17
Z1
J Q
30' X 325 BAY MULL SPECS_.-._. 19 p
45-X 325 SAY MULL SPECS_.__ 20 Z
MULLION & CLIP DIMENSKINS__.21-23 a
EXAMPLES 1 & 2........ ... __..____24 n
LOADING EXAMPLES ----------- -25
3) REFERTO SHEET 25 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR' OR'TPoANGULAR/TRAPEZOIDAL7-
4) FIND THE CHOSEN MULUONS MULLION CAPACITY O.BS/FM FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
THE MULLION TYPE• LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE
MULLION CAPACITY (LBS/FP1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFP) FOR THE OPENING OBTAINED IN
STEP 1).
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE
EPRESENTSTHE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET O ATTAIN THE FULL MULLION CAPACITY.
6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
ANCHOR/SUBSTRATE/AN , OR -CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
CAPACITY IS MET. -
7) IF THE MULLION CAPACITYMULLION CApACITY�LB� OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE
OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
8) VERIFY THE DESIGN PRESSURE RATING (LBS/F M FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WTIH THE FINAL MULLION
CAPACITY ILBSIFT' OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
PRODUCT ASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO AFPLY FOR A PERMIT.
C)
O
U
PRODUCT REVISED
as comp)ying with the Florida
Bugding Coda
NOA-4Vo. 17-0630.01
Expiration Paso 05/26/2021
�wi LYNIv
* : No. 58705
OATE F tG/�
'10NAL
A. Ly'6N MIUUBR;�.E.
FL P.E.# 58705
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
EITHER THE
OFFSET
MULL
� OFFSEC NULL a
CLIP MAY BE
INSTALLED BY G
THIS METHOD, a .
d
EXTERIOR °
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
ULLION
EESHEETS .o .
d
OCATIONS n
EDGE
DISTANCE
SCRWOOja2l�-23FORHCLE
SCREWS L A ad. e
ALL MAX FOR ° . .
ALL MULLIONS
n
04+ 1
O
MUWON
TYP. ANCHCR o
BUCK IP PER SUBSTRATE, $Z'
ATTACHMENT SEE SEETABLES IB.13B
BY OTHERS. N
SEE NOTE 1, t..i
SHEETI. O rn YCV $$
1
1 i MIN 2.7 KSI •' -'' EDGE IU O
1 CONCRETE OR CMU' •'i-• I DISTANCE, Uli j
.I F-•+SEESEETABLES It Z)
I EDGE DISTANCE 1B-13B 0) 2 a m
I a FOR MASONRY
(B W O
ANCHORS
� SIDE VIEW `'0
ETHERTHE Ci F
STANDARD OR ? 7 0 Z m
EXTERIOR a
DSTANI
FOR
MASONRY a.
THE OFFSET CLIP IS ANCHORS
RECOMM=HOED FOR a
FIN -FRAME"
WINDOWS, BUT MAY
ALSO BE USED FOR
OTHER FRK41E TYPES.
TYP.ANCHOR
TYP. ANCHOR
PERSUSSTRATE.
PER SUBSTRATE.
SEE TABLE518-160
�0ANCE
SEE TABLES 1B-16e
DISTANCE
SEE TABLES
18-730
EMeEDlmur
BUCKSRRIP
AND
ATTACHMENT
77
'
BY OTHERS,
"
' '• S
SEE NOTE 1,
SHEET I.
-
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALLDRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION
CNLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED-
3) ANCHOR HEAD TYPE MAY BE PANHEAD. HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DEi ALL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMFDADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1W B.S. AGGREGATOR MASONRY ANCHORS
.d. CLIP NAY BE ,MBE
OFFSET
MIJU
INSTALLEDI8)
TYP. ANCHOR
PER SUBSTRATE.
SEETABLES IS-13B
BUCKSTRIP
AND
T ATTACHMENT
' By
OTHERS,
SMSEDMEM' SEE NOTE 7,
:.r_. SHEET I.
MIN Z7 KSI CONCRETE OR CMU
FRONT VIEW
n
o
1n
LU
J
F¢-
1'
Y
V
Z
a
O
u
US
y0
s[T
p>
.?m0
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PRODUCT REVISED
as complying with the 11.6da
Building Code
NOA-No. 17-0630.01
E.pl—lion Date 05/26/2021
l ttlllll/I//
Na.587��*�
f>4W
70NAL Le,,
A. LYNI� �I+LR, P.E.
FL P.E.# 58705
DETAIL C:
MULLION DIRECTLY ATTACHED TO MLulon
MASONRYSTRUCTURE
(STANDARD CUP SHOWN)
TYP. ANCHOR
ENSTALLED
I FER SUBSTRATE,
I I SEE TABLES iB-138
I
I I YYYY EDGEDISTANCE
II'• FOR MASONRY
1 1 ANCHORS
I 1 Iul
I 1
4
EXTERIOR °` °
a
THE OFFSET CLIP IS
EOGE DISTANCE RECOMMEND® FOR
FORMASONRY W FIN -FRAMED
ANCHORS WINDOWS, BUT MAY
ALSO BE USED FOR
-OTHER FRAMETYPE .
TYP. ANCHOR° o
PER SUBSTRATE, ° .4
�SffTPBI Fc 1L-138 ANCHOR
PER SUBSTRATE. PER SUTR
ATE,
BUCKSTWP SEE TABLES 16-136
AND
ATTACHMENT
BY OTHERS,
SEE NOTE I,
EMBEDMENT SHEET 1.
i • . �.'. ' OISTS'TANCE
—�SEETABLES
MIN 2.7 KV CONCRETE OR CMU MIN 2_7 KSI CONCRETE CR CMU 1B-13B
FRONT VIEW 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 DETAILSA-D, EITHER THE STANDARD OROFFSET CLIP MAYBE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS.
FRONT VIEW
EXTERIOR
DETAIL E: N an c m
-H 1xsNUN. MULLION TO MULLION _
INTERSECTION NOTES:
(U-CLIP)
MAY INSTALLED IN OR'CROSS"
I o
NTERSECTIONS.
VARIES
2) MAY BE INSTALLED HORIZONTALLY
(SHOWN) OR VERTICALLY.
N
3) SEE U-CLIP DRAWINGS, SHEETS 21-23 m ' U
FOR CORRESPONDING MULLION. 1n y to z
TOP VIEW —MULLION 0 w
VARIES N ...1
-I� J
I CO
p12STEELSCREWS, NP- = d
SELF-SELFOR PRE-DR8L
`\�MUWON AND USE SMS
m m C) U3
W
` MULLION z
Cl
Z Uz` a =
eU
L� ECTION
LI-CLIP
S nZ
J
1-1C~7
BEE SHEETS FOR
o.
HOLE LOCATIONS
r,
FRONT VIEW EDGE
$
DISTANCE
SEE TABLES
1 B-133
=
V
D.
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
URE
TYP. ANCHOR
—PERSUB5TRATE.
SEE TABLES 18-138
SEESHEETS
FOR STEEL STUDS THINNER THAN
18 GAAND COM.PL[ANT WITH THE FL BUILDING
CODE, A 2X WOOD BACKER MUST USED.
ATTACHMENT BY OTHERS.
USE WOOD ANCHOR SPECS
NOTES:
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD
ANCHOR VALUES MAYBE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 5-20. FOR QUANTITY OF SCREWS.
PRODUCT REVISED
as complying with the Florida
Building de
NOA-No. 17-0630.01
--1 Expiration Oate 05126/2021
^ f Mlaml-0 a Product Control
® �J
U
EDGE `1"
DISTANCE
DISTANCE
SEETABLES `•``,>,pNY...NN/'',,
113-1313 ,� 1-ICEN NZ
* No.58705
SIDE VIEW. _ *=
S _ FATE F�:
A�CX FP. 58705 8705.E.
L
DETAIL R
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SEEDETAILSA-U,
SHEETS 2 AND 3 FOR INSTALLATION
TD SPECIFlC SUBSTRATES.
O O
O O
SIDE VIEW
SHOWN'ATrH 1'X 4'X.125'
MULLION
.EXTER OR
STANDARD MULLION CLIP
MODIFIED TO FITFIEL.D-
CONDTTIONS.
TYP. ANCHOR
EXTERIOR
0
® o„
DETAIL G: DETAIL H:
ANGLE MULLION CLIP BAY MULLION INSTALLATION m
(ANGLE CLIP) (ANGLE CLIP)
30. OR 45'
BAY MULL
N
't U
MuwoN U)
g,,,,w::3
z
0
OO
tY U
C,
I W U C3
co
TOP VIEW I i z
1 I I I ~ O
j j TYP. ANCHOR f..
j PER SUBSTRATE, z Ups
I I I SEE TABLES 1680ft 18B Z $
g � &
jTrP.ANDHOR I i i EXTERIOR
I PER SUBSTRATE I
DGE
DISTANCE
PERANCHOR
NOTES FOR INSTALLATION"OPTIONS F.
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.11' X.12S MULLION.
2) SEETABLES 10-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
4
2'X S'X.12S
ANGLE CLIP,
2 PER MUWCN END.
MUST BE INSTALLED
INSIDE OF MULL
INTOWOO
ALUM CMU OR MRS
i
%5
ANGLE CUP,
I 2 PER MULLION END, MUSE BE
I I I INSTALLED INSIDE OF BAY MUl
O
I
\ W
PRODUCT REVISED
y\
as complying with the Florida
Building Gode
NOA-Na. 17-0630.01
INTO WOOU,
sTEEI, ALUM
Expiration Date 05126/2021
i
OR MASONRY EXTERIOR
By
awi
Niami-DpProduct —ntro
m
i
�
A1tGF-Solp"B
oH
1 1 T
apN.. LYAf..... i
IN
NOTES FOR INSTALLATION OPTION G 8 H:
1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. z
2) DETAIL G: SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE a
' * ;• No. 58705 -_
••
I
LOCATIONS.
SHEET 22 FOR HOLE
--O ;•
3) DEAII H: SEE TABLES 156 OR 168 FOR ANCHOR QUANTITIES AND
-0 t+ .'• (V�`
•.,MATE
LOCATIONS.ORION
�''1S7110NAL.
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a
A Ljj4NIMIP.ltT<, P.E.
I
0
FL P.E.# 58705
I
TABLE 1A
70 In l
as In90In
too in
1201n
149 in
160 In
Sol.
F.wngllaf
Trap/fd=.
so
Reclangulr
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�P T
ANCHOR CAPACITY ADJU5TMhN l l—"Ul :
(DP—)X(ANCHOR CAP.,, '—)-ANCHORCAP.—
MULLION CAP.,,o,.,�
USE THIS FORMULATO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULUON
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1:
FIGURE 2:
TABLE NOTES:
®
® ®
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING.
®
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
,1 1.000' j-'--
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR DUCT DIMENSIONS, SEE SHEETS 21-23.
®
® ® 0
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
2.000'
ANGLE CLIP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
WOOD SHALL BE PRESSURE -TREATED
L .125'
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90.
MINIMUM OF.125'
FIGURE4:
FIGURES: FIGURE 6:
®
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04S' THICK (18 GAUGE). STRUCTURAL STEELTO BE AT
LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
WOOD MAY BE STEEL 18-8 S.S. OR 410 S.S.
V X 2' X.125' MUWON
®
LI�J •
THE MATERIAL #10 8 #12 ANCHORS INTO
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NOA-No. 17-0630.01
Expiration Date 05/26/2021
ey
Mlam"I-0?l Product Control
'LYNN�yi
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TABLE 2A
p-US
Mullion Capacity Table sAlx
Opening
Wtdth(forverticaLyspard
mtffiols)
or
Opening
Height
(for
horimtrta7y
6panNrg
��)
RColanWlar
60
in
TraprTrlag.
Rettalgupr
60br
Trap'Tdarg.
Red.9•alar
7o
in
Tmpridag.
R-tangLi
So in
Tmprraang.
RettanOdar
901n
TmpyTdmg.
Re;.terpdar
100 in
Tmpprd
Lnad
M.
rJ
Re"galar
Loadng
120In
TmpfTdag,
Loading
RecUlgd4r
Loadng
too
in
Tap'rderg.
L adln9
Redag-1a
1-morB
tfion
ToprTdang
L--dm
1 x 2 x .376
Lna011g
L-Blo
ImdN
Lpadne
Loailrl9
Load
I-oatl86
Lwdil6
Loading
IDadn9
LuadW
r
a
z,
k'
a_
r
a
Alum. Tube
Mullion
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g
a
r
L
8
s ..
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Fs
8
a
F
^
p
a
a
6
s m
z'
g
a ..,
n
c ..
3
v
£ e
3
0
a
8
3g
a
�r
&
a
^
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�38
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r3
u$
33
u"a
1S
42 in
170.0
435
15'1.3
fist
1roA
478
129.7
662
170.0
E06
1735
fiC2 1fi9.5
SIB
t00.8
662
7689
517
90.E
65Z iB8.9
517
76.7
562517
80.8
662
i6S9
6t7
587
682 188.9
577
48in
t36.0
478
101.q
507
1192
410
66.9
SOT
108.7
403
7&0
507 -
399
07.6
507
99.6
397
60.8
W7 99.0
396
60.7
507
99.0
396
43.4
507
69.0
3W
3Y
98.0
324
SW 99.0
453 B0.0
358
356
50.625in
JOM
7146
378
fii4
458
998
371
74.1
456
90.6
064
372
64.8
53.4
O56 8A6
400 87.3
360
31B47.5
57.6
456
400
'81.3
64.0
367
315
57.8
427
456 80.0
400 62.3
356
314
432
3S8
456
400
80.0
61.8
356
3135400
37.0
45fi
80.0
fiL660b
54In
83.3
66,9
336
276
712
57.9
400
324
80.9
57.5
320
270
67.0
445
400
324
72T
61.2
264
3&B
324 q89
260
346
324
439
251
9L1
924 420
255
26.0
324
40.5
253
222
324
4a5
334
?SI
281
79.5
16.8
324 -6
294 334
-3
230
c 63h
538
29s
67A
212
44.8
214
492
241
3114
291
43.6
241
33fi
294 988
237
29,8
284
37.1
234
2S9
294 352.
232
224
294
33.5
730
192
299
'17.7
66h
4&8
266
49.6
2'0
3A0
266
424
Z1S
334
Z68
37.5
Tl7
28.Z
341
218
785
26.0
20.0
268
225
31.6
235
215
182
23.4
180
2b>3 298
7t5 221
2T2
780
19.5
150
�
715
28.0
20.3
210
177
16.7
129
26B
225
Z7.7
19.6
109
176
746
11.3
268
225 9.6
209
1 76
72A
36.0
225
37.9
196
30.0
2S
32.2
191
2S7
225
234
188
225
225 ZSfi
184
t63
128
202
16.7
161
iC9
Z02
189
156
9.8
202 15.0
158
7B h1
78 h
90 h
30.fi
26.3
202
182
920
29.6
7Ti
166
128
265
73.6
15.4
272
192
144
27.2r1-
Z5.1
16.1
126
21.9
20,2_
a72
19Z_
Z3.8
_220_
770
162
19.2
-tZZ
202 2L5
-18Z J&Z
JW
�59_
17.0
A&'-
202
-792_
19.7
A0.3_
165
J57
15.3
A
202
�- =168-
1
41b
792-
-16:
�152-
�10'1
92-
�144-
-750-60-
18.6
144
19.0
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152
127
15.6
113
TAR[ F 9R
-
Subsimw
27e 0-.W
Ancnor4.a
acn
3.5k C-
r>�� rw
HCIICW CMU
Filed Ch1U
PT Wood
Metal
Type:
3116'E'co Ub dwn
V4'01111traon
5ItC Elw
Y76E1w UQrsent/d'Eleo
Ultacon
V4" SS Elco
A9QeGeta
51�VEros
Ion
W r SS Elw
AgpeC ror
7n0Sled
Sc-(G5)Scmv(GS
6t2Sled
7t12Sled
ScNM(L'"++)
Anehor Clip PaCems
2-1R
1176
2-12'
Y•
2'
0.4�
0.54'
0.324"
dge G'starlce fink
1' 2-f/2'
i
7
1-114' 1-7f4-
t•1/4• 1.1l4'
1-1/4'
1-174-
7
13f8'
iJlB'
19dea
Embedment gnI
1," 1-3r4"
144' 13/4"
450 De B10 0s
7694 Ibs
2ro lbs 2BO 1bs
9541ts T401m
9741bc
68416s
946 m1
347 ICs
4421bs
5i M
2 Arv31aR 4,75' Min. O.G / SUndam a 00set Clip (F19. 1k
390 01e 3°A IC4
3BO Ibs
NIA N/A
WA
WA
WA
6B21bs
883 Ws
11201hs
4 Ancham 61Min. G.C. 1518nmw(m-)Up(Fg. 21
4801bs 7m 1.
WA WA
WA
WA
Ibs
WA 7B0 hs
7481hs
880 00
1m2 ms
6021bc
8e31ta
1120Ibs
"
4 Arcnom 3' Mn. O.C. ! R12x5 At191a Caps! (Fe. 3I
7801. 780 @s
680 ®z 1560!os
1898 Ors
5401oc 56C
WA
WA
WA
WA
T/5 ms
2 Arctwrs ®0.45' Mat O.C. / ll{21p, .Z Al9m. (Fg, 4Y
WA WA
WA WA
WA
WA WA
WA N/A
1771bs 3701bs
WA
1671E
332lbs
473Im
170 0u
221 Iba
ZBO ro5
1 Alxlor/Fab (Fg. Sj:
195 L:s 199Ibs
225 Ds 445 ms
622IW
735 B. 1401bs
N/A
WA
WA
391 Ibs
4421bs
560 bs
2 Ancbars Q 1.15' Min O.CJ F-0p <Fip. 6Y
240 es 350 Ibs
WA WA
WA
" c WA mn n9Ibso
WA NIA
NU1 c:-I..- JCr fur,vac.n...,............. ........ .-. ...
FIGURE 1: FIGURE 2
FIGURE 3:
F-o- -� ® O
0
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: rFIGURE 5: FIGURE 6:
M
4NCHOR CAPACRY ,...�.,
(DPm) X (ANCHOR
MULLION
USE THIS FORMULA TO OBTAIN THE `ANCHOR
CAPACf f Y REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
1 000" �---
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
2 000"
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
UNIT SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
.375
L
CONCRETE BLOCK (CMU)
PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"
YELLOW SOUTHERN
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
1'X2"X.375"MULL.ION
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL. 18-8 S.S. OR 410 S.S.
1n _
uJ x Y
® � CV rn
< x < O
Zm0
0
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-Ne. 17-0630.01
Expiration Date 05126/2021
M...........
.:(tC
No.58705 1;
-"0
ONAL 1��•`•
A. LYN.E.
FL P.E.# 58705
TABLE 3A
- Mu6ion Capacity Table (ibslfta)
Opening Width (Tar ver6cally-9pamirg mlllierts) or Opening Height (tor h3dmMady-spamlrg mullions)
50 in 60m 701n 801n 901n IDEN 120In t10N taO hl
RecmnguFar LaplTlang. Recbngdar 7mp/rdang. Redangla Tffdorg. Pocmng�ar Trepinlarlg. Rectma lm Tr-PrrdmO. ReeIamw. Tmp7darg. RedallgWar h$JTdang• RadanWlar TmpRderg. Reelad,.g 7Lmdnl&
F.375AIum
Loader Loafing Loafing n9 L dng !awing Lcedng Laading L-Ifim Loafing Loadng Lmdhg rnaln0 Loafing Lmdlg Loading Loafing Loafing
y Tin
Ti
Till.,
lalll
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t
C
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TABLE 3B
Anchor
Ca
e' Table Ibs
SOMdate:
27k Ltaerde
7.5t Carlo.
Rallm CMU
Eko
SnS Elco
FINed CMU
i!{- SS Elrn
PTWSGd
It10 --
1112 Sleet
Fkdl
#125ted
Andlor TypC
9Hfi Eko UOrcon
1/4'Eko
Uft—
5r19' Eko
uw—
°JIG Elso UlCaean
1/4' Ekn
Uiaacon
1/4' S3
AgWeGalur
Uft—
AWCGaler ScR✓(�5]
SaRW (G57
Scfew (GSA
Anchor Clip Patterns
1'
2-1/P
}I(8'
1'
2-72'
1'
2-UT
7'
17/S'
7
0.48'
OS4'
0.
1918'
vales
EdOe Dldaaoe2-t?
13/4'
7 1-VC 1-VS'
1-tAf` 1-tIP
1-1/4'
1-1/Y
7 gale'
Embadmeld (lny
Anchors 4.75 Min. O.0 I Smndald or 00sot Clip (Fig. 17:
1-3/4-
3901bs
1JI{'
390 @s
7d14'
450103
S901bs
iPr74 6s
Tt0 ib5
280 bss
354105
74a lM
3741bs
66910s
94'o ms
WA
391 H.
aB21bs
eaS lbs
So
65
112
11201bs
2 G
4 AnrJmrs (g t.iS Mia O.C.! S1erMald (or 01tut) Clip (Ffg.4 460 @s
75) 8as
NIA
WA
WA
WA
390 ®s
WA
WA
WA
760Iba
WA
748 tbs
WA
BBO lbs
tag2lDs
6821bs
68510s
1120 @s
4 A1cto* 0 3' Min O.C. ! RI215 Argh Ceps / (FI& 3y
780 ms
7a0 M
6BD1bs
15a016s
1896 ms
5401os
5a"O lbs
WA
WA
WA
WA
WA
NIA
715W
2 Aro1—G.—Mirt O.C. l U{21P. into.l2S Almn. (Flg.4y
WA
WA
NIA
WA
WA
WA
m5
WA
1401bs
WA
177 1hs
370.Ib5
1a71hs
3321bs
473 8E
170 Ibs
2fL0 bs
221 Ibs
1 Anchof / F-Crp (Fi0.5):
t&51Es
195 aIs
2251ha
445 ms
e22 Ibs
135
WA
WA
WA
,IT
WA
341 In,
4921bs
5e0 Cs
2 Amh°m ®i.iS 69rt O.C1 Wip (Fl0. 6):
240 @s
750 ®s
WA
WA
VA
WA
igg Ibs
NOTE FOR THE OFFSET CUP. USE THE SAME ANHUK r I I =11 —.a---
FIGURE 1: FIGURE 2:
e
FIGURE 3:
0
o
17=0
=10
ANGLE CLIP MUST BE USED W PAIRS.
FIGURE 4:
FIGURE 5:
FIGUREE:
9�
ff-0--1
ANCHOR CAPACITY AL;JU5 I Mtn 1 rUNllu—;
(DP ) X (ANCHOR CAP.,,o,,,,,,\ _ANCHOR CAP.—
`MULLION CAP..a,_
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN ITIS LOWERTHAN THEMULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
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 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125'
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEELTO BE AT
!.EAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 S.S.
S O g,
x� 's
W o LO �
® N U) 1
~ x ,
V d ate¢
PRODUCT REVISED
as complKng wlth the Florida
Building Code
NOA-No, 17-0630.01
Ellpimtlon Date 05126/2021
By
Miami-Da10 roduct Control
L 1L111 it111/
QNY LYNAI
i
No.58705 .� ^
'oT .. 6 � ,v
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NAL
A LVM4 fvrI R, P.E.
FL P.E.# 58705
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Scale:
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Drawn By
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08/:
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INC. ALL RIGHTS RESERVED
7070 IEC C, FL Y DRIVEN.
N. MCC, FL 3I27J
(a41) 480-1600
=L CER7. OF AllfH.a 20208 '
TABLE 5A
MLdlion Capacity Table Qbsfiel -----------
Opening
Width
(for
VertiucaBy-spartar9
millions)
or
Opening
Height
(for
fmdzDnt3%�SPm*'9
mliff0m)
in
70in
80
in
so
in
100
in
120
in
1401.
7501.
Reclengular
60
In
Tr:pr0lerg.
ReatuVufw
So
Trsp10
mg.
Redenwlar
Tre7Rdarg•
Fe
no'
4eWmng.
Rectnnpder
Tn4JTdang•
Reraadrs.
Tmp/idarg.
Lcaft
Reetang.9-
LO
Trap'Triang.
Loading
Rada4pder
L-drg
TraWnang.
Loading
Redargder
Loadng
TWTMG.
wiling
1'a3.125"Y
Loading
Leading
Loadn9
Lozding
Loading
Loading
Leadag
Loading
Leedug
U.Jim
Loading
ft
,600"Alum
D
�`
Z
�'
D
b
DO
2
a
Z
Z
'.-
2
s
2•
�^
Z
LTubeMull
�S"Eo.
Tma---i
.
�-
g
o".e
o
bP
a.P,
`a
=
«a
eLa
�z�
=
o
o
_8
�
drK
_s2c
�c
5�
d`¢
E>✓
H
fc
ire
435
170.0
T/!
170.0
47B
170.0
868
170.0
508
IM.0
9B2
170.0
519
170.0
1116
77(1.0
521
170.0
1240
170.0
W
170.0
1480
170.0
621
170,0
IMS
170.0
SZ
154.4
1802
170.0
521
{2N
fl0.0
620
708
170.0
170.0
524
17D.0
85D
170.0
5M
170.0
992
110.0
630
170.0
1133
170.0
6E1
170.0
1275
ITD.0
SU
170.0
1417
170.0
680
157.7
15TT
170A
e80
135.1
15R
170.0
6PA
1182
1677
1740
NO
48N
170.D
653
170.0
896
170.0
631
170.0
1946
170.0
684
170.0
1195
170.0
723
170.0
1345
17MO
747
170.0
1494
170.0
756
141.7
1495
170.0
7%
R1.5
- 1495
170.0
756
108.8
1195
1740
756
50,6251n
170.0
170.0
747
797
170.0
170.0
612
179.0
SW
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
503
16fl1
1401
170.0
8a7
149.5
1401
170.0
856
124.E
1401
170.0
861
106.5
1401
170.0
851
93A
1401
M.
861
S4N
170.0
855
170.0
701
1TOA
1083
170.0
797
158.5
1158
170.0
879
138.7
1156
1B7.0�
028
123.3
1156
150.5
917
111.0
1156
U9.7
210
92.5
1158
14,S
9W
78.3
1158
144.5
803
69.4
1156
1MS
BD3
80N
63M
170.0
930
170.0
745
1S9.8
1049
170.0
950
137.0
1049
1555
860
119.5
1049
141.7
846k71.4
1049
132.0
836
95.9
1049
125.5
83
79.9
1D49
119.3
820
6B5
1048
118.9
819
599
1049
1189
81B
L
955
170.0
789
t29.0
-955
151.3
804
119.1
955
7337
788
1042
955
121.{
775
955
1129
765
83A
955
1044
757
figs
955
89.8
749
69.6
955
748
521
955
9E.
748
m 65In
j 72N
166.E
12fl6
803
134.8
697
lOT.D
g4i
114.9
882
91.8
803
101.1
fi70
B0.3
BW
912
659
803
839
file
642
803
7A5
641
575
Bm722
632
453
503
69.8
69.S
628
441
BN
4.78In
T21
85.1
605
683
721
.16 Sfigs
T2
38
1-
-
-579-
-443-
72I-
-589--9:0-721--56,8-
-SB4-
-34:1-
-721-78N
109.2
721
114.1
629
9to
721
07.0
616
7flD
SM
7OAW
684
64.4
558
50.5
Beb
59.9
551
424
684
54.1
541
35.1
684
51,3
53fi
31.6
884
50.6
534
1010
684
fo5.4
SB9
&2
6114
88.4
587
722
634
78.4
576
63.1
3T3
421
27A
514
33.0
412
23.5
514
30.4
408
20.8
574
29.0
403
90in
85.8
514
87.9
456
54.8
514
57.3
148
47.0
514
50.D
440
41.1
514
44.6
433
514
405
427
328
514
38.7
452
40.9
390
33.9
452
36A
384
30.1
452
32.9
378
27.1
f52
30.3
373
22.6
4S2
23.6
365
19A
452
2A2
359
16S
452
228
355
BfiM
542
452
55.7
404
452
452
47.0
3%
26.1
312
7i8
357
25.2
308
24.1
357
22.7
3W
19.0
357
20.6
299
159
557
18.0
293
13.8
057
te.2
237
117
357
79A
2B3
106N
38.4
357
38.9
3Y2
37.7
357
327
317
272
357
338
20A
288
17.5
338
18.0
284
14.fi
33B
16.5
Z7B
125
338
14.8
273
11.0
338
13.b
2fie
111 N
35.1
338
35.8
308
292
335
341
301
25.0
338
26.1
2BS
21.9
338
23.1
292
19.5
289
1LB
246
11.6
2B9
128
140
9S
2fl9
1fA
238
fl7
2B9
10A
212
12DN
27,7
289
282
293
241
289
2-17
259
19.8
289
20.6
256
17.3
289
18.1
252
/5.4
289
163
249
13.9
TABLE 5B
Anc
Table (Ibs)
HDIOY CMu
FlroeO CMU"I.I.-
S6D6 VdnE
2M C0rcrde
55k Cafc.
S'Skc
U4^5SEk0
976•EkIT",
j"mecal
11S•SS FIcoxl
d125IeNAndIDr
Type
3H 6'Eleo Uttam
V4'Eeo Urecon
5'16.Oro
u�aan
S'76'EkoUOrdm
1rrEkoURracon
AggeGa r
UMM
Aggn-An'S)
ScreN(O5)
AnchorClipPattemsEdge
2-t12
3-118'
T
2-Yl
t"
2-V2"
2'
e-tB'
2'
Olsiaree On)
1"
2-v2
/3r4'-
t•
1-t/r
1414•
2-
wales
FJnOedneM n 13/4'
2 AM: @ 4.75 Min O.C-/ Stan d. W OSSet Cep Dig 1Y 390M
380 hs
450 m3
IDB
1644 M
270 be
2M @9
354 1M
740118
3741D8
664 M
B7d 86
341 M
6ffiM
d421D;
BeS 0a
5601tr:
1130 86
4 ArcOvs @ 1.L" Mln O.C. / STa104r0 {R OO§et) CIIp Q89 2)
4M1 M
747 4s
WA
WA
NIA
NIA
3Yll tts
WA
WA
NIA
7481Ds
WA
580 I03
WA
1892 Rn
682M
8858X
1t201Ds
4 Arc ton@3 Ulm O.C./(2) 25 Angle Clgs I Wg 3)
780 ®s
780 hs
680 Mo
t5W Its
IM6W
510M
50 nos
NIA
7601L5
WA
WA
WA
10731ns
3 Arctnrs @ 0.45' Min. O.C. / U471p, NI0.123 ASu0. (FIg 4)
NIA
WA
NIA
WA
NIA
NIA
M
WA
1$J M
WA
t771Ds
IUA
370IFB
NIA
1871os
WA
321D5
473 M
170hs
227 9x
750 8s
1 Arcror! FCtip Dig $
195 I0s
1 Ri Ios
225 2s
445ID3
8221r8
135
N!A
NIA
WA
WA
9111Ds
4Y4IM
560 M
2Anctcn @ 1.16" W n O.CI29 (Rg 6j
.._..__
240 M 350!M
NIA WA
1UA
WA 190 0K
NIA
MENT FORMULA:
=ANCHOR CAP.,„
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILLYIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1: FIGURE 2: TABLE NOTES:
® ® 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING.
® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
HS IS ALLOWABLE
FIGURE 3:
ANGLE CUP MUST BE USED IN PAIRS.
FIGURE4: OFIGURES: FIGURE 6:
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIOT
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT-FII I
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6C63-T5 AND BE AMINIMUM OF.1251
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125" THICK AND A35. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 8. #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8S.S. OR 410 S.S.
a x
ev � oY j
® M 4n 0
x
Q Z O C
> D a m0 C
U
o m
PRODUCT REVISED
as comp)ying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
BY -
a�NY LYN1v ",
* : No.58705
%-7
((�� I�-;•��;
CCtS3 •'•FLORID?.••'GN
A. LYNNIMILL E'F�, P.E.
FL P.E.# 58705
I ALiLt bA
Mullion Capacity Table (1b5fitz)
Opening Width (torver5caty-spararg mtdlonfi) or Opening Height (tor tvdzontakSpar111rg M1.00116)
sob
soh
70 in
aDn
BO In
loom
120In
14D in
lean
1 x 4 x
RectanBis
luadn9
Tn1PRrianp.
Loafing
pemrtg9ar
Loe�9
TrapTdarg.
Lwdn9
Recfa,pder
Loafing
Tmp/01en9-
Led
Ratan ular
L.&M
1hprrdan9.
L.4,g
Rectangular
lnadnil
TnWVau.
L-&q
Rectanpar
L.&M
T1e971iian0.
Laadln9
Rectangular
Laadng
TraplLienB.
L-914
Rmtagutar
Loafing
TmWT4anp.
Leafing
RaetmBdx
Loafing
Try&
Lwdnp
.125
Phan -Tube
a
2
��
dale
DY
r7
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u
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is
z
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F
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G�,
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s
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a
a,.
-sot•
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1---Mullion9
�o
�-
42 In
1740
Us
170.0
4s5
1T0.0
744
17o.D
470
170.0
668
170.0
505
1TO.o
9R
170.0
519
$700
t116
170.0
621
iro.0
1240
170.0
GZ7
1T0,0
1488
170.0
521
145.8
1189
1ro.0
521
127.8
7489
170:0
621
48N
170.0
708
170.0
524
iro.0
850
1740
6MW170.01
170.0
4M0
170.0
1133
170.g
661
1740
1275
170.0
fin
156.3
1=3
170.0
680
1303
1303
170.0
6S0
111.7
1303
1A.0
680
97.7
1303
iro.0
6B0
50.625n
170.0
747
170.0
W3
I70.9
696
170.0
631
7740
6M
170.0
1105
170.0
7M
156.1
1235
170.0
747
140.5
1235
iro.0
7%
117.1
1235
170-0
756
100A
1235
170.0
756
67.6
1235
170.0
756
64In
1ro.0
797
170.0
612
170.0
WS
174D
691
1740
754
1%.4
1158
170.0
a"
1372
1158
1740
837
123.6
1158
170.0
855
1029
1758
170.0
%1
98.2
1158
170,0
eel
T72
1160
170.0
86l
6010
170.0
B86
1740
701
160.7
1042
170.0
797
161.1
W2
M1
1042
146.7
B15
1112
1042
136.8
801
10D.0
1042
130.2
791
e3,4
1042
125.1
7822
71-51Do18.1
782
67d
10Q
125.1
T82
631n1ro.0
B?0
1740
745
1512
992
1636
fi1B
144.4
799
11J.4
992
131.0
782
1048
882
127.4
760
947
992
1Ud
758
T53
992
t0e.4
745
64.8
992
106.0
744
56.7
99c
1080
7M
B8 N
165A
947
1740
749
137.E
947
146,a
789
1303
rob
703.4
.7
117.7
752
919
947
108.7
738
827
90
1072
727
689
947
85.1
713
59.1
'947
84.0
711
51.7
947
94.0
711
C
R N
1369
8/9
1427
737
1132
819
121.6
722
91.0
Bog
1088
1708
84.9
049
%.4
fi96
75d
849
eB.7
G86
67.8
8/9
827
675
66d
849'
75.3
659
18.5
849
725
64
42.6
849
R4
fi51
115,5
7R
120.7
665
96.7
76L
1026
652_
621
825
76.3
762_
TM
50.0
640
Tt2
7Q
80.9
629
642
762
742
EN
67.8
702
692
613
48.1
752
628
W2
41.3
762
59.9
54.3
697
667
36.1
33.4
762
724
_59.4_
57.5
595
565
2
78M
106.9
726
ILIA
M4
09.0
724
84.6
829
SM
66.8
724
74.4
See
59.4
T"
68.1
Slit
534
77A
63.4
583
NS
724
673
57J
3B2
724
go in
69.0
642
71.8
453
6e.0
543
60.7
474
49.7
543
629
486
43.5
51]
47.1
458
39.6
643
42.8
452
34.8
543
34S
446
29.0
543
34.9
436
24.8
543
321
430
21.7
543
30.7
426
%W
57.3
478
563
427
47.6
478
49.7
419
40.9
478
432
412
35.8
Oro
78.5
408
]1.9
f7B
34d
400
247
478
320
395
233
478
2e.1
386
70.5
(78
25.8
380
179
47b
242
376
I%In
40.3
777
41,1
341
33.5
3T7
34.6
335
268
377
30-0
WO
25-2
377
26.6
325
22-4
377
24.0
321
all
377
22.0
317
76.8
377
19.0
310
14.4
377
17.1
304
Ill n
37A
Z57
37.8
323
30.9
357
31A
318
26.5
357
27.6
313
232
357
24.4
303
20.6
357
22.0
30S
18.5
357
MI
301
15.4
357
17.4
294
12D in293
30a
29.8
279
24.5
306
25.1
774
21.0
306
21.7
270
18.3
305
19.2
267
16.3
306
144 S,
17.0
212
172
196
I Atilt bb
Anchor
Capacity
Table IbS
Sutat.m
27k 0-rete
3.Sk Cane.
Ha-GdU
Filled CMU
I PT Wood
McW1
5II6' Bco
174• SS Eka
NIV Bea
1W SS Ebo
a10 Steel
Bt2 Siael
912 Steel
AndwrTl, a
3110EIOoilft n
1/a'Fxo UQaaal
Ult-en
Vl6.EI oUnnc_
IWEbo lBhaoal
AgOa,O�
Unecan
AtpeOa✓or
Scnw (GS)
Screw(C51
Sc (65)
Anchor COP Patterns
1•
2-VC
1•
2-lfr
J-IIB'
1'
2,10
1'
2-1(!'
r
3.7/8'
r
0.48•
OS4'
4324'
Edge Mt me In
Emhatrnrnt Mk
1-37Y
1-34'
}3la"
1�Ia'
r
1-1/4'
1-1M'
1-tA•
1-114'
I-1!4•
I-1/4'
7
13/B'
1310'
wrks
2Anchae 147S Mn. O.G! Standard w O6set Gip (Fig. 1a2k
390 ks
390 Ws
45 ba
890 bs
1644IM
270 W
2801D5
J54 ®s
740 ha
374 Ibs
654lbs
9461bs
341 ®s
4121bs
- Ws
4 Ancl,ors @ 22S MN. O.G f branded (ar Olheq COD lFb. 3):
700 @s
7001M1s
58010s
1410ltes
952 We
WA
5W IOa
WA
630 Ws
WA
ON lbe
WA
6821M
M51M
1120 Ws
B Alronors@1.7S Min. O.C./btanded(ar Mel) CIID(Fe. 4):
960 Ws
f4001t¢
WA
WA
t9l/
WA
7601Gs
WA
WA
WA
WA
WA
1363 @t
1710 Om
2240 Ws
4Ancters ® 3• Nn. O.G! RI Zt5 AngW Clips! (Fg. 5):
730 es
7w IM
680 Ws
1560 be
78%Ibs
540Ies
5601bs
WA
760 M
7dB Ibs
8001bs
1892lb4
662 Wa
B851bs
11Z0IDS
6Anchors 3' MJn.O.C. / R) 2e5 Angla Gips / �47 6j
11ro M3
1170 Ss
1020 9n
2340 ffi5
2844 W5
610 Wa
840ICs
WA
ti40 ibs
11ZZ ICs
t3101bs
2838 BM
102216e
132! Re
1680 ®S
d/IrcMrsf�0.4S MN. O.G lLLGIp, Nto.tZS'Aknr. (Fp. lk
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
/130Ws-
2 Anchors ®225' Mn. O.C./ FQb T.. 6Y•
3501bs
350
290 WS
705Ib
478 .
WA
280 M
WA
375 Ws
NIA
f40 Ws
WA
347 Ws
41210s
5fi0 Ws
4 Anchors q 1.W Mn. O.C7 F-Gip (F10. up
480 WS
700 rs
WA
NIA
WA
IWA
380Ibs
WA
WA
N/A
WA
WA
882Ibs
885 ih5
1120 Ih6
(DPI) X ( ANCHOR CAP.,,,,,,,., _ANCHOR CAP.-
MULLION CAP.,m,,,�,
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
NOTE FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANUMuK VALUca AS I HE a InlvU- -r.
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURES: FIGURE4: FIGURE 8: FIGURE 9:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE
•
•
•
•
•
• •
• •
°
• •
SHEET82-4 FOR GENERAL INSTALLATION METHODS.
•
•
•
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDAJR OPENING WIDTHS IS ALLOWABLE.
•
•
•
•
•
•
•
SHOWN ARE NOT TODIMENSIONS. SEE SHEETS 21-23. HOLES
SCALE FOR EXACT3) MULLION AND MULLION CLIPS OV
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW
FIGURES: FIGURE 6: FIGURE 7:
SUGGESTED, APPROXIMATE HOLE LOCATIONS.
• •
T�]
• • • •
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW
SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.126"THICK STEEL
• •
STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK (% GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK
ANGLE CLIP (FIGURES
5&6) MUST
BE USED IN PAIRS.
AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 &
912 ANCHORS INTO WOOD MAY BE STEEL, 1" S.S. OR 410 S.S.
--� 1.000• �---
4.000'
.125'
1'X4"X.12Z
MULLION
F F 2 L --
O -. 00
a y N§ A
N r
E; W XN Yc
® Of 7 Cn
v q Z O
m5U)
D §Ra
U Sao
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/2612021
INK LYNA/
1` ��'t`.•' L10ENgF'•. �����'
No. 58701J15
%moo �tIA7E k CVj.
�S'ONAL E,``'
A. NIiNIMIU.Vte P.E.
FL P.E./358705
I ACLt (A
Mullion Capacity Table 0bsAt) '
Opening Width (forwrtica0ysparnirtg
mtd4Dls) or Openbg Hetght (tor hpd=nhIIIspatnirg vILMorts)
601n
60 in
7D in
801.
SD]n
100In
120 In
140 in
1601n
1X4X.37b
Rectag4at
Laadng
Trap/TdanO•
Leadne
Rec�Ipda
Loadn9
TaldTdang•
Lmd:n9
Rectangs
Loading
haldrriarig.
Lmdlg
RedmVda
LoadnO
Trep7dang.
Loadn9
RadmgUlar
teedng
ToplTdan9.
Loedn9
Reclang9ar
LeadnB
Tra4/Tden9.
Loadr(q
Rectaialim
Londng
Trawdmlg.
leadilg
R tanguler
toadng
Tr*Trerp.
Loedirlg
Rectangular
Lwdng
TraW7dsn9.
Loadrl9
Alum.Tubea.
--n.��z
�
a.8'T
5
$
qm�
5�
L
�a
D
r
b
€
a
2
5�
L
8�
�_t
a
§�
t�
2>a•d•pg
aP
421n
170.0
620
1T0.0
475
170.0
744
170.D
478
170.0
86B
170.0
Sae
17MG
992
170.0
519
170o
1116
17D.0
521
170.0
1240
170.0
521
170.0
1488
170.0
SO
170.0
1735
170.0
521
170.0
1983
170.0
521
481n
170.0
708
170.0
524
170.0
ago
170A
Z.
170A
992
170.0
63a
170.0
1133
17D.0
fiat
170.0
1275
170.0
677
170.0
1417
170.0
680
170.0
1700
170.0
680
170.0
ISO
170.0
680
151.8
2024
170.0
680
9.6251n
170.0
747
170.0
563
170.0
896
170A
631
170.0
1046
170.0
664
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
170.0
1793
17C
756
156.0
1918
170.0
756
136.5
1919
170.0
756
541n
170.D
797
170.0
612
170D
956
170-0
691
170.0
1116
170.0
764
170.0
1275
170.0
803
170.0
14M
170.0
837
170.0
1594
110.0
eas
15g.9
1799
170.0
B61
137.1
1T99
170.a
881
120.0
1799
170.0
861
601n
170.0
8B5
170.0
701
170.0
1063
170.0
797
170.0
1240
170.0
878
170.0
t417
170.0
944
170.0
1584
170.0
996
155.5
1619
170.0
1033
125.6
1619
17&0
1063
111.0
1619
W0.0
1063
S72
1619
170.0
106i
63 in
170.0
930
170.0
745
170.0
1118
170.0
a50
170.0
1302
170.0
940
170.0
1488
170.0
1015
166.7
1542
170.0
Ion
141.0
1642
170.0
1122
117.5
f542
16&6
1158
100.7
1542
1679
1157
98.1
1542
167,9
1157
£
66In
170.0
974
179.0
769
170.0
1169
170-0
903
170.0
1364
170.0
1002
160b
1472
170.0
1036
142e
1472
155.8
1148
12&5
1472
158.8
1130
107.1
1472
147.9
1109
91.8
1472
146.0
1104
60.3
1320
112.6
11D4
c
Rin
170A
f067
t70.0
.87a
170.0
1275
1T0.0
1tA9.
150.8
1320
1662
1101
1320
13M
149.9
10272
117.3
1320
137.8
106E
10.5.E
1720
129.E
1049
aa,0
1320
117-0
1024
75,4
1320
112E
1013
66A
17l0
1125
10/2
-J-
7n
77D,o
-1122
Y7&0'
-937'
149.6-
-11/14-
'159:4-
-1013-
�282
1184-
139.
-994-
-1122
-1184-
-125.7-
-9T8-
-89.7-
-1184-
-715
-&4,8
-1784-
-to
4.6..
�164
1184-
_93.1_
35.1-
_I16C
_92.3_
_925_
n
7 11n
16&1
1124
170.0
967
138.4
•1124
147.0
90
118.6
1124
123.8
947
103.8
112,4
115.6
931
92.3
1124
105.E
918
83.0
1124
98.5
906
691
t124
89.0
ON
59.3
1124
&4.3
881
51.9
1124
812
678
90 in
108-1
844
111.6
750
90.1
M4
94.3
736
77.2
SU
all
724
67.6
644
73.3
712
60.1
844
W.5
702
54.0
844
61.4
693
45.0
844
542
678
38.6
944
50.0
We
33.8
844
4i.7
662
96 in
89.1
742
SIS
W
742
742
77.2
652
63.6
742
672
641
55.7
742
9.B
631
49.5
742
54.1
622
44.5
742
49.8
614
37.1
742
43.6
WO
31.E
742
39.8
SW
27.8
742
37.5
584
loch
GZA
586
83.9
530V
586
53.0
531
44.7
SW
4"
5f3
39.1
586
41.4
505
34A
588
37.3
� 49a
21.3
586
342
492
MI
686
29.6
481
22-3
586
25.E
472
19.5
686
24.7
456
ill In
57b
555
58b
58.a
SD49.5495
{12
555
429
487
36.0
655
38.0
480
32.0.8
55631.3
467
24D
555
Z7.1
457
20.E
555
24.3
448
18.0
555
22444
120 h
4&6
475
43475
39.0
426
326
475
1' 7
420
2B.5
475
29.B
475
24.5
404
19.0
475
21-1
395
16.3175
1&7
3B7
14.3475
172
381
144h
26A
330
28.7
30330
224
301
1&9
330
19.3
297
163
330
17�
293
IAULt fti
Anehor
Ca Table ba
Substrata
2.7k Code
3.5k tea,
HaDbd CMU
Filled OW
I PT Wood
Maw
91G'E7eo
7f4'SS E7ca
WITEico
11W SS Eka
OfO Steel
R12 Steel
#129ted
AmiwrTypa
371E Fh0 Ulaaean
1/4' E4a Ullydean
Wtrecon
3I76' 13eo UlOawn
t/4• El.. lAbacon
Aggn:Gatar
Utt-on
ABgtaGamr
Ser1.w fGS)
Scan (C�
Sc-(GS)
Anchor Clip Patterns
Edg, Chtance M7
1•
2-17
1-
2-1 W
3.115'
7'
2-1R'
1-
2.12
2
3-t/S'
2'
0.4B
O53'
0.324'
Embeftn (In7
1 °%V
1-w
43f4'
1-14-
2
1-V4'
1.114'
1-1/4'
1-41.
1.1/4'
i4/4'
2•
13B'
1 718'
'Af-
2 Anclwrs ® 4.75' MI.. O.C.I Stardad o, (Mel Clip (Fig. 1827
390Ibs
390Ibs
450 lbs
a901bs
1644 Ma
2701W
2901os
3" V.
740 As
374 Os
864 lbs
946lb.
341 0s
4421bs
5601bs
4 Al h- @ 225' MSL O.G f SMndad (or OEM) CUp ft. 3):
70D is--
700 W
5801ba
14101 W
952 lbs
WA
5501W
WA
630 9A
WA
8801bs
WA
6821bs
tF Ns
1120 W
8Arwh-@1.15'MhL0.C.1Stendad(ar0MI)COpn.4):
-an,
I-1bs
WA
WA
WA
WA
760Ib6
WA
WA
WA
NIA
WA
1383�
1Ti01ba
2240bs
4A.1,-@ 3• Min. O.C. I[n 2s5Angle C00s 1(M 5j
710lbs
7801W
680 Ibs
15601ba
18981bs
540 au
560@a
WA
760lbs
748IM
8601bs
tag21W
6821ba
8851hs
1120 bs
6 Anch- @ 3' Dan, O.C. / � 2r5 Argle C/ps / (Fig. fij
11701W
11701bv
102D U
23i 0A
2844IW
8t0 �s
8401bs
WA
1140Ib4
1122 Ds
1320 Ls
28390s
102i IW
73W Ibs
1430 2n
4 Aictcrs@OAS,Min. O.C./LLClip, hlo-125•Ahm-IFl&7j
WA
WA
WA
_
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
WA
7430 •c
2 Anehors @72.25- Min qC1 FLIIp (Fig. 07
3 W =
350 P.
290 Dn
705 h1
476 0a
WA
2B0Ihs
WA
315 0A
WA
4101bs
WA
361 Da
4421t6
6601W
4 Arwhon ®1.75 Min. O.C/ Fllip (Fig. 9F
480 &5
TO] ms
WA
WA
NIA
WA
3e0lbs
WA
WA
WA
NA
WA
682 ms
8851W
71201bs
ANCHOR CAP-
(DP,m) X ( ) =ANCHOR CAP.,„
MULLION
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANL:HUK VALUtz,S as I MC a I wl - -
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
• • • • • • • • • ® 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
FIGURE 5: FIGURE 6: FIGURE 7:
ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE
PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALLBE
6063-T5 AND BEA MINIMUM OF-125'THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND.045"
THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125 THICK AND A36. ALL ANCHORS
INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12
ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
4.00(r
1.062-Ir
141
i
i
w
w
2
CO
H
wLU
Z
Q
2
U
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Elcpiration Data 05/2612021
No. 58705 • P
_ �1
� (�S "'.F<ORtDP•. •' ���
4�V� P P.E.
FL P.E.# 58705
I HOLC OH
Mullion Capacity Table IbsAis
Opening Width (torvsrdmily-spanrdlrg
mtdiors) or Opening Helght (for hodmrteDt-spenning mullions)
501n
so In
701n
801.
801.
100 in
12o in
1401n
160n
12S"%
Rectan9w I
Loadng
T-P/fdang.
Load-
Pectnng�hr.
Load-
T.P7r"
Loadn9
Re""guiar
Loedrg
TepRdarr9•
Lowing
R t rgtA.r
Loading
Trapfll ng.
Lwding
Reeten9dar
Loadng
TWprTt r9.
Loaning
Rc t-gw.
Load-
T.Wrftng.
Lwdng
Tr.p/fdanD•
Loaagrg
Rc wvia
leadhrp
lrep'rtlan&
Leadn9
Reevangu
Load-
TrspgIi a.
Leading
3.198" x
MUD
L
2
d�
S
a-
1Y`
D
rS
2
8`
2:
8
d'
19
2
3
2a
is
g
S
r
8o
ID
S_.�
D
5 �'�Aq72
r3
i•
3e
L
3
•.-.
is
F
cse
>v' _.265••AlumTube
VRm
170.0
S20
170.0
435
170.0
7"
IMO
!T8
170.0
SW
170.0
506
1TO.OI
992
1TO.0
579
170.0
1116
1T0.0
521
170.0
124a
170.0
521
170.0
521
170.0
1735
170.0
521
151.E
1769
170.0
521
170.0
708
170.0
524
170A
B50
170.0
584
170.0
992
170.0
SW
170.0
1133
170.0
661
170.0
1275
1700
6T7
170.0
1417
170.0
SM
154.8
160
170.0
WO
1327
1545
170.0
680
116.1
1548
170.0
6B0
170.0
747
170.0
663
170-0
896
170.0
631
t70.0
1046
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
%7.0
Wil
1709
70
139.2
1468
170.0
756
119.3
1483
170.0
756
1C4.4
1468
170.0
758
170.0
797
170.0
812
170.0
SM
170.0
691
170.0
1116
170.0
7.
170.0
1.
170.0
803
163.1
1376
170.0
837
14 11
1376
170.0
SW
1223
1376
1T0.0
861
104.8
1376
170.0
861
91.7
1376
170.0
661
17DA
E5
1T09
701
170.0
1053
170.0
797
1589
1155
170.0
Ore
139.0-
1158
167.4
M3O
123.6
1158
IW.8
919
1112
1158
150.0
912
e1.7
1158
144.8
W5
7&4
1150
144.3
905
fi9.5
1158
140.8
905
170.0
930
7T0.0
745
160.7
1051
170.0
850
1372
1051
1559
862
1�.1
7051
1420
818
106.7
1051
132.3
837
96.1
1051
125.7
B39
80.1
1051
119.5
822
68.6
1051
119.1
821
60.0
1051
118.1
521
167.1
957
170.0
789
139.3
257
151E
805
111.4
.1
134.e
TW
104.1
967
121.6
777
928
957
112.8
767
838
95T
108.E
111
11.1
117
100.0
750
0.7
967
98.9
748
52.2
957
68.9
748
128.7
801
1382
690
107.3
80/
1152
6B4
91.9
80{
101.3
671
80A
e04
81.{
660
71.5
801
84.1
650
64.4
80a
]8.8
613
53.6
804
7Z1
833
460
004
69.9
B29
40.2
804
89.8
678
76In
109:4
-722
114.4
-630
-913
-T22-
-97T
-618-
-782-
-722-
-OS.a-
-BOB'
88.4-
�22-
T8:7-
-59fi-
-60.9-
722-
70.3
-688
34r7
-45.
-
-58,6
7
ae.4-
-722-
-6.T-
-342-
-722-
-562_
564_
78M
101.2
685
105.8
600
B4.4
685
89.5
US
T2.3
665
76.5
571
633
665
70.5
588
562
B85
64.5
560
50.6
685
60.1
557
422
685
61.1
643
06.2
685
51.4
537
31.6
685
W.7
536
901n
65.9
515
88.0
457
54.9
515
57.5
449
47.1
515
50.1
441
412
Mfi
44.7
43/
36.6
515
4D.6
426
33.0
619
37.4
422
275
515
33t
413
23.5
515
305
407
20.6
515
29.1
404
96In
54.3
453
55.8
404
4S3
431
47.1
397
38.8
4W
41.0
391
33.9
453
36.4
3W
302
453
33.0
779
272
453
30.4
374
22.6
453
2S.6
366
19.4
453
24.3
380
17.0
453
229
356
We 1n
35.1
358
39.0
323
31.8
356
3Z8
We
27.2
3M
28.4
356
25.2
306
212
358
2Z7
304
19.1
3159
358
19.0
293h
351
338
35.8
3m
29.3
336
30.1
101
25.1
131
26A
2A
33e
232
293
19.5
335
29.9
289
17.6
338
19.1
285120
h
9.8
290
20.1
1"
23.2
290
238
211
19.9
290
206
4�31323.8
TA
2W
182
253
15.4
290
16.4
249
144In
16.1
201
15.3
I86
MchorCepacity
Table (msI
substrate
270 OorcrHe
35t C-.
I HdIns a4U
PTWmd
L1eta1
Sr7E pro
'Oe-atr
5n6. 6co*10
Sit
F1251x1
-Su"
8t2 Sieg
Anchor Clip Patterns
Anchor type
3r16'Oco UOrsm
V&Etourt-on
3'16•E1coUaracm
VC EtoUt-en
ml-ft.
UtrxOn
SaetY(M)SCa
Pzii)
EttR dSlarceAn7
1^
2-V2
1^
2-V2
3.1/8•
T
2-uZ
1•
2-VZ3-L9'0.48•
0.5C
0m,
Enlbe er nt
53r4•
13'C
13/C
734
T
1-V4•
1-VC
1-1/a•
1-VC-tIC5.38'
13rS
varies
2Anc=3 @ 475' Min O.C. / Slarda0or OQsel alp ft 7T
°--d' 0 Ras
sm Its
A50"
e001fe
1644 n14
270 ®S
2B0 is
354 05
740 dosWNWAWA
046 MS
341105
442 Xa
20 m
4Archars N 1.15• MIn O.O I $12rIW4g (a OOseO Cgp 81B 2k
480IbS
700 bs
NIA
WA
N/A
NIA
380 m
NIA
NIA
WA
6521D9
so ms
1121 Ins
4 Ars NS@ 3• Min, O.C. I M ati Algk Olips/Eli,
700IDS
lea lo5
�03'.`S
15EA 0e
le%IM
540le3
56D to
NIA
7601M
1e-a2It.
652 ets
SM Os
t1Zl Rs
4A-hafS 00.45'Min. O.C. I UCBp.lrrto .125'AWm (F1g 47
NIA
WA
NIA
NIA
NIA
NIA
WA
NIA
WA
WA
NIA
WA
U30 Un
t AlClrn[I FGlip ltTO 5f
195 ms
tSb'�1
225 m5
4451M .
B222IM
136 M
7d0 ffi
Tn IDs
3701Ds
4731M
770106
221 It.
280 as
2 AncMb N 1.1b' MIn Osi FLI 6T
240 Ds
Im 36
NIA
WA
NIA
NIA
190 IIS
NIA
WA
NW
%1 HO
642 Ms
560 A5
NUIt:I-UK lritur-r-,-1. oe.ne .
ANCHOR CAP.,o,o„cr,
(DP-)X( ) = ANCHORCAP..
h1ULLiON CAP.,,o,,,,,
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
Q co L -
F co B noI
a � �� mod
U)LU
y o
e � X
N
Q ¢ O I a� z C)
IL
PRODUCT REVISED
as compy 9 with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date05/26/2021
ey �
Miami-0zidp,Woauct Control
FIGURE 1: FIGURE 2: TABLE NOTES: I-1250'--I
® ® 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. `11 i 4 1 I 1111
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND)OR OPENING WIDTHS IS ALLOWABLE `��,`aO•-.••--•..- ��'i�
FIGURE 3: 3.ENS
188' LICF
' ( i
ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE Q�
CUP MUST SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ; .* No. 58705
® ® ® BE USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. .265' _
IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UUNIT(CMU) SHALL CONFORM TO ASTM GSO. WOOD SHALL a_nAiTE
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE f �(� '•.;°CORIDP,.•'• �
FIGURE 4: FIGURE 5: FIGURE 6: �
• ® 6063-T5ANDBEAMININIUM OF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND ' s
.045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125^ THICK AND A36. ALL 1.25' X'jq yF MULLION) LION �'%S'ONAL fiN�N`\
• ® ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (- 11 / 11 11111 I
® 910 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 15-8 S.S. OR 410 S.S. A. LYNN MILLER, P.E.
• I FL P.E.# 587D5
TABLE 9A
Mullion Capacity Tahlo (01sflt1)
Opening Width (forwill"lly-W-inil
rntdlons) orOpening Helaht (forha nta9y-ellannllg
mulllolls)
so
F
Bolo too
1201.
140h
160In
Salo
PedMgahr
Tep7lSeng.
soh
Reclalquler
heiwrd-n9.
70h
Rnungulor
Tmprrdang.
RxtslpuI r
Tnl""g.
Redengehr TrepfirW Re41m1guhf T14DrT0an4
Loafing Lowing
RadanONer TmpTd-g
Loednp Laedhg
R4olenWlar in Pr Iffma.
lneNng Lowing
RectanBder TraprIldonO.
Lmding LaadFO
11 X 325
Load1M
Loadng
LcadFg
Loadttg
loading
Lmdng
Loadm9
3eedim
Lmding Loading
x .100
Alum. Tube
S
&
D _
�.
y
6�
Mullion
B.'
8
1lI
8
tip
®�
N
$figg
BrS�pg
�g
a
g�
il
6�
5�
y�§�
§
it
€
a�
f
�
8
iy8
din°'
42F
170A
620
1T0.0
435
1T0.0
746
1TQ0
4]B
V0.0
BBB
170.0
505
170.0
M2
1T0.0
519
170.9
1116
170.0
521
163.3
1118
170.0
521
727.7
11tB
170.0
621
100.5
1118
170.0
E21
98B
7'J
f70.0
521
40F
170.0
708
170.0
524
1T0.0
850
170.0
584
167.6
978
110.0
630
146.7
978
1700
681
130.4
876
170.0
677
117.3
970
1T0.0
680
87.8
9T8
1T0.0
800
695
84.6
T5.4
978
92T
170.0
1683
f90
EBS
733
fb.B
978
927
170.0
1563
Beo
89fi
50.825 F
170.0
747
170.0
583
170.0
886
170.0
631
150.7
B27
770.0
684
131.9
B27
1865
708
1172
927
159.1
8B9
660
105.E
927
B27
889
156.3
129.0
698
654
67.9
77.3
927
869
16&3
178.0
852
69.2
869
12e.6
f52
57.9
669
128.8
652
fi9h
AQO
71R
77(1.0
612
164.5
009
170.0
691
132.E
889
163.9
SM
115.9
869
144.8
669
100.0
869
134.0
96.8
587
6fl7
746
93.3
683
512
748
97.3
E83
849
746
933
6B3
G1h
f432
746
753.E
8M
U2.4
746
192]
620
102.3
746
B77
117.8
10D.4
608
555
89.5
773
748
677
IBM
97A
599
US
790
8112
746
077
101.0
85.2
582
139
71.6
61.9
748
677
81.0
534
51.0
677
71.0
529
442
677
76.7
529
28.7
977
76.7
629
63 h
124.7
871
1320
714.1
579
579
1031
88.7
677
817
1172
B7.6
Sfi8
519
8&4
76.8
6f7
863
500
87.3
817
76.3
SM
59.8
617
72.6
494
518
817
68.T
462
44.8
677
64.4
453
38.4
617
63.7
482
MS
917
63.7
482
66n
•� 72h
f07.6
82.9
617
5/8
87.7
450
60.1
518
74.2
440
SBS
S16
65.2
4E
519
518
58.8
425
46.1
518
64.2
419
41.4
SIB
50.7
414
34.6
518
$1
445.0
405
248
51a
45.0
4a5
9 7fi fi
7a3
465
73.7
406
5&7
466
628
398
50.3
4fiS
549
390
44.1
465
49.4
/S:f
304
36G-
392
465'
46.3
378
3fl2
4B5
422
374
29.4
465
485
36.5
3fi4
220
l65
382
353
78 F
651
441
88.0
307
545
441
57.7
3711
48.8
447
9fl6
372
40.8
NT`
-362-
-447
-47:6-
:b0-
-W
-3H:Y
�27
f-
-
di-
A
-348-
-20.4-
-441-
-327_
-345-
00 h
-02A
J72
43.8
295
75d
393
37.0
Z89
30.9
332
323
284
16.5
332
28.8
2.
21.1
332
26.1
276
21.2
3]2
24.1272
241
17.7
748
332
291
J__
332
291
19.8
I6.8
262
232
13.32
ifl7
260
as h
35.0
291
35.9
260
20.1
991
30.3
258
25.0
2B7
2fl4
252
21.9
291
233
248
79A
291
21.3
244
T/.fi
291
19.5
106 F
24.8
230
25.1
208
20.5
230
27.1
205
173
230
1fl3
20t
15.4
230
182
198
III h
22.6
218
23.7
197
1fl9
2te
IBA
194
16S
218
148
191
14.1
218
14.9
1-
120h
17.9
187
16S
170
f4.9
187
153
167
TABLE 98
SdullBte:
27K Colwcete
Anchor
Capacity
3.St Cana.
Table (15s)
NoEow l7JU
Bled CMU
PT Waod Metal
3/1S'El. Lill.-
IWEb0Ultxal
�E'c
31101 Etco Ultwon
;';�t
IW SS EI-
AggmG.W
6/16' Etn i/4' 95 Etoo
Lite4ml 'ggreGaur
Meet 812 Steil 672 Steel
S-(G5) Sa (G5) So (G5)
Anchor COP Pahems
�Dlst--e
2-1IY
3170•
2'
3-11w r
0.48• 0.54• 0.324'
11 2-112'
1.3f4• 1�4'
1'
1-3/4' 1.314'
2'
1-V4' 1-1/4'
i-1/4' 1-17C
1-1fP
1-1/4' 21
b3/8' I-= canes
2 Arr41v1s �4.75'Mirt O.C.l SlandaN ar 08a01 CIDffk. 1%
390Ibs 3901Da
450 hs B90 mi
16941bs
27D Ibs 2B010a
3541bs 7401bs
3741bs
6641bs 9a6lbs
WA WA
341165 44210s 580 hs
8821bs BBSIIw 1120 is
4 Anclmrs@1.15•MIrt O.C. !Standard (or 09aeq G`Ip(Fly. 2j
4801bs TOO Ita
WA WA
N/A
WA 3B016a
WA WA
7661bs
NIA
7481bs
BB01bs 1892 ies
882 Pos 8851b9 1120 bs
4 AncSars @ 7' Min O.C.! 12) 2a5 Angle Wpa / p'q. 5%
7601bs 7801bs
6B0lbs t560 ms
1898'As
540 ros 56015s
WA
NIA
NIA WA
NIA NIA BSO Ibs
JAmhon®0.54•Mh. O.C. I 114'Xlp, hto.100'AWm. fflp.4j
N/A WA
WA WA
WA
WA WA
Ib
NIA NIA
1T710.1 3T0 Ihs
1871bs
3321hc 473 g1s
1701bs 2211 280 U.
1 Amhar! 1=CI0 ffi0. 5%
195 fis 1951ba
175 31s q45 @s
B221Ds
135 bs 140
WA
NIA
NIA WA
S1t Brs 4d21bs 560 ms
2Anehas q /.14 Min. O.CI F-Oip (Fie. e%
240 04s 3501bs
WA NfA
WA
NIA 1Eb Iba
WA
FIGURE 1:
r- 11::�
FIGURE 3:
FIGURE 4: FIGURE 5:
r-06
e
FIGURE 2:
ANGLE
CLIP MUST
® ®
BE USED
IN PAIRS.
FIGURE 6:
0
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O-W. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045a THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A3& ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
#10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S.
4NCHOR CAPACITY
) =ANCHOR CAP.,
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAYBE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
rf 1.26V
3.250"
100•
1.25" X 3.25' X .100•
MULLION FOR
FIELD -MULLED UNITS
F--1.250"-1
3.250"
.100"
1.25" X 3.25' X .100•
MULLION FOR
FACTORY NULLED UNITS
PRODUCT REVISED
es complying with the Florida
Bu'H LLoodde
NOA Ho. 171630.01
Fxpiratlon Dat-2§ 26/2021
//1111171 f/r
CENSF •%( �i
* No.
..T958705
�O S
A. LYNNI tJ1ILL'��i, P.E.
FL P.E.# 58705
TABLE 10A
Mullion CapaWly Table Qbe16
126 X326
Opening i i cith ((orvedicelly-spar ping
inl6fiors) drOpening Height
90 h
Reaargular T.PTd g.
Loading Loadng
(forhprimllta9y5Dentidg
mdliofs)
160 in
g0
h
TrapTrbng.
Loading
Coin
Rechlgular
Loading
Loadingding
Trepfr&ng.[17G
70In
ngWu
Tnp'Trieng•
Loading
Be
Ra:t.Nular
Lowing
In
Tmprrdeng.
leadng
100 in
Reclaigotar Tr4p/Trimg.
Loading LaadNg
120 to
Psdeneubr Trep?dan9-
LeedN9 Loading
140 In
Raetangubr TreplTranB-
Loading Loading
Rceta �uW Traprfrlang.
Leedng Leading
Rectan9�I
Loading
X .624
Alum.'Nbe
Mu01on
in
cB in
SUMS 0
541n
60 in
63 in
m661n
1n
Tetn
9a in
9fi in
109 in
117 id
u
170.0
^a
Vv
r
620
709
747
797
886
%0
974
1049
31
U
€
7T0.0
170.0
170.0
170.0
170.0
170.0
170A
170.0
149.1
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TABLE 10B
Anchor
Capacity Table (lb.)
Subsual:
276 G1Ntende
352 Cane.
H[8ow CMU
F91e0 eMu
PT Wand
mdei
AmOrX Type
3'1B'Bro Utam
1!d'IXOUOracm
ats' oco
UM1ra[m Me0[o Utrxm
7/4"E¢oUamcon
1f4' SS Elea
AggreGetar
5'1a' oco yr ss Eico
Unracm A(Igre63ator
dt6lxG5
Screw (r;s)3uew
#125feel
(35)
12. l
lc(G
Scro'1075)
ARW10rCiID Patteme
2-U2'
9-if9' t• 2XT
1' 2-v2'
1/
2
O.dB•
0.64•
0.32A'
Edge Dstame 0n)
_ 1' 2.1/Y
1•
I-W 1614'
Y 1-iM' 1-1l4"
1-i/4' t-0!..
1-114'
1-1f4' 2
Life
1-3'e•
1s'B'
tzdas
EmWanmt n
O.
4.7Y Min O.C. / S1alldata ar OOsel Cup (619. 11
131d" 13f4•
?00 Ou 390 0s
450Ibs 8901es
trsl4 W 270 Bs 2001Ds
36a lOs 7401Da
3741Ds
664 me 946 ins
9411tn
68210s
4d2 im
805ID3
YO IOS
1120Ids
2Anctgrs !�
4 AmDors ®1.15• Min. f 3landatd (af 1XBe1) C8p (Bg. 2)
480 ins 7m 8s
WA WA
N/A NIA 3B0IOa
WA WA
76011s
WA
74B IDs
WA WA
aBO ins 1B92 GX
fi821bs
805 Be
112016s
dAKtnn®3•MN. O.C.!()2r5 Angle Clips/(F49. Sk
7Bp las 781�
6B0IDs t66otbs
1BOBIbs 640 tss 560ILn
NIA
WA
WA WA
N7A
WA
950 Oc
3Ammrs (� p51' Mkt O.C.I ULIIp, INo .100' AIUm (Flg. 47
N!A NIA
NIA WA
WA NIA WA
8221tB 135 E. 7d0 Be
NIA WA
177 Ibs 37o it-
18710s
332106 47316t
170Ibs
221 DA
2B0 IDS
560 Ibs
1 AmMr/ FCOp (R9. $
1D5 IDs 1951.
2251D5 445 OE
1g0 Gu
WA WA
WA
WA WA
941 ins
442 M;
2 Ancfnrs ®1.16' MIA O.CI F1:gP [R9. Si:
7A0lOs 35D ME
WA NIA
N/A NIA
FIGURE 1: FIGURE 2:
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
ANGLE SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
CUP MUST SHOWN ON SHEETS21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
® ® BE USED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .100• THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND
® .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
® #10 & 912 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S.
FIGURE 3:
A
FIGURE 4: FIGURE 5:
•
e
•
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
=ANCHOR CAP.,
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. 1T WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
1.25' X 3.25 X .624• 125' X 325- X .624"
MULLION FOR MULUON FOR
FIELD -MULLED UNITS FACTORY -MULLED UNITS
9
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No, 17-0630.01
Expiration Date g5/26/2021
ONN LTNN '/
�.: No. 58705
XN
i,, ZONAL LE �� •. .
A LYNN WIVLER, P.E.
FL P.E.# 58705
ABLE 11A
Muglon CapedtY Table (IbefRa)
Opening Width(fervedimtl spamingmullions)orOpenMg Height(4arhariz Ja Fspanrang marlons)
60 in 80 in 90 h 100 h 1201. 140 in 160 h
50 his in
Redongrdar Tmprrdang. Radangular Treplydang. Rootangaler T-pfrimg. 110n' uw TrapTdang. Re grdar Traplfrrang. Redargular T2prrdang. Redanga5r Treprtreng. Radengurar TraprTdang. Rectading TLudire
125x334 Loading Loading Laadn9 Loading Loadma U.'Mg Loading Loafing Laady Loading Loading Loading Laad'mg Loading Laadbg Loading L®aing Lo�ing
i.fi24 Alg
F -ra um -Tuba
mulilon .;
1 m-s=s1a'T
0't�; —z1.�2.sa
0 5e&Q' Roe 52.0 170.
FIGURE t FIGURE 2:
® p
FIGURE 3:
ANGLE
CLIP MUST
® ® ® ® BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
•
•
ANCHOR CAPACITY ADJUSTMENT FUKMUr-f1:
(DP ) X ( ANCHOR CAP.,,.,,,,,,\ _ANCHOR CAP..„
\MULLION
USE THIS FORMULA TO OBTAIN THEANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
#10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR410 S.S.
125" X 3.94- X .624'
MULLION
PRODUCT REVISED
as comp)y�ng with the Florida
Bulding Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
No. 58705
�Oiv2[j
� IFS •'•F�ORIOI;.'G\=�
A.tONNL1LM1 KP.E.
FL P-E.# 58705
TABLE 12A
- Mullion Capacity Table s1R3
Opening
Y1Tidth(for5erb
Ily-sparldrg
marions)
or
Opening
Height(for
h®Imrlte"annirg
mW:iwts)
in
Sol.
7pF
so
e0F
1WN
720E
110m
560E
Rcclaneolar
so
nwr--v-
fladargdar
71aplMan9.
Reeie0901ar
Trap7Tdmg.
R
nor.
Tr4pTd
a.
Rfztaw-
7-p7deg•
RectwVMr
ToWr•r19•
Lmdhg
Re9tan9ule7
LoadYg
TrwIlleng.
L0edn9
Rec6inglJN
Loadn9
TmpfTcarrgrRI-11n9ular
Loadn9Alula
7rap7Tdarg.
2x4x25
Load'-v
Laadn9
L9ada9
L-Ung
L-leg
LDddr19
Loading
Lnad.9
Lced
Mug
L-dv
Loadrg
Tube
S
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aS
MuO
3
R �`
8`13
8
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11is
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521
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170.0
521
170.0
1488
170.0
521
170.0
1736
170.0
521
1983
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521
1ro.0
630
170.0
170.0
p5
524
170.0
170.0
850
170.0
SM
170.0
992
I=
63D
170.0
1133
170.0
661
170.0
1275
1
677
iro.0
f70.0
680
-1740
1700
170.0
6BD
170.0
ISM
170.0
680
170.0
T267
1roA
680
48in
170.0
706
170.0
563
8%
170.0
631
iro.0
1019
1740
684
1.
1195
17C.0
723
170A
1345
170.0•
747
170.0
1711.0
756
1700
1793
170.0
758
170.0
2022
170.0I
756
170.0
2391
170.0
756
50.6751n
7ro.o
747
M2
955
17MO
691
170.0
1116
1740
754
1740
1275
1ro.0
603
1T40
1434
170.0
617
7ro.0
1R0
856
170.0
1913
1ro.0
661
170.0
2231
1ro.0
861
170.0
2550
7ro.0
'661
54h
170A
797
1ro.0
170.0
701
1063
170.0
797
170.0
1240
170A
675
1ro.0
1417
170.0
9u
1740
1594
1740
9%
17e.0
iR0
tmi
1ro.0
2125
170.0
1063
1ro.0
2479
770.0
1063
76D.8
2680
170.0
1063
wit
170.0
885
1302
170.0
11
170.0
1488
170.0
1015
iro.0
1673
170.0
1076
170.0
1122
1740
2731
170.0
1169
165.7
2557
1ro.0
1177
1lS9
2963
170.0
1171
fah
170E
930
170.0
745
[170.0
111fi
iro.0
850
170.0
1155
170.0
1210
1740
Z338
7740
1275
1319
2437
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1286
1329
2437
1740
12e6
66F
170.0
974
1T0.0
789
1769
1ro.0
803
170.0
1364
170.0
IN2
170.0
15M
170.0
1696
170.0
1753
170.0
1530
7740
1009
170.0
1488
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1126
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1T00
170.0
1228
170
1913
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1315
170.01367
145.6
2104
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1438
124.82184
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1794.
166.1
1960
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1421
148.61505
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1960
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15l8
106.1
1900
154.0
1635
929
1960
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1531
9
170.
Me
1842
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tT0.0
_t=_
1369'
15LC
114.5
7861
147.3
1473
982
1861
1451
1527
1861
170.0
1474
137.!
1887
139.E
1459
859
1861
137.8
v 78N
170.0
1151
170.0
967
170.0
1381
1398
170,0
156.0
lite
1219
170.0
i0-B
1611
1398
170.0
126.0
1198
170.0
111.8
139a
121.3
1179
914
1398
110.2
1162
89.5
13981147
Iff-
74.5
t388
89.8
1122
63.8
7388
827
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559
1398
789
1098
90In
170.0
147.4
1326
1229
17''D
151.5
7544
1098
149.1
1229
1229
127.8
1 W9
1053
1229
1112
1061
82
1229
98.9
1044
81.9
1229
89.6
1029
T3.7
52291018
61.4
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722
BB3
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1229
fi5.9
977
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96 F
740
971
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849
64.7
971
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57.5
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61.8
825
51.8
971
815
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971
49.0
78fi37.0
971
4l.0
762
324
871
40.8
771
703.5
971
105.8
877
86.3
B]7
89.o
a62
919
70.9
806
59.
919
629
794
53.0
979
58.7
194
47.7
9187T4
39.7
B79
44.1
75834.1
919
402
742
29.8
979
37.1755
511 F
954
$19
97.3
632
79.5
919
51.9
819
68.1
4?..4
BM
41.9
7886R
37.7
786668
315
7BG
349
65327.0
7D6
31.0
841
23B144N
7.
7BA
716
623
7.
64.5
7.
53B
7.
55,8
685
47.2
1.
546
253
479
21.8
54647+
782
SW
19.fi
464
15.6
6{6
172
455
13.7
546
153
448
43.7
546
442
I 506
36.4
548
37.0
498
31.2
646
31.8
991
273
516
262
485
243
NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PAT] ERN ANU ANUtIUM vw-ura w r r,c o,..,....+.... - . U CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE I: FIGURE2• FIGURE 3: FIGURE 4:
• • • • • • • • • •
FIGURE 5: FIGURE 6:
• • • • • • • • • •
FIGURE 7: FIGURES: FIGURE 9: FIGURE 10: ANGLE CUP
(FIGURES 5&6)
MUST BE USED
[H IN PAIRS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(OP ) X (VT ANCHOR CAP.�,o\ _ ANCHOR CAP.-
WON CAP.,a,f
USE THIS FORMULA TO OBTAIN THE ANCHOR
CAPACITY REQUIRED- CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MUW ON. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR
GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE
LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT
(CMU) SHALL CONFORM TO ASTM CEO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.
ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .OW THICK (18
GAUGE). STRUCTURAL STEEL TO BEAT LEAST .126- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL,'" S.S. OR 410 S.S.
PRODUCT REVISED
as complying with the Florida
Building Code
Now -Ho. 'f 7-0630.01
Expirauon Date 05/26/2021
By
Miam' fit! Product Control
��`•'• ti1GENSF'•�4'�� j
* : No. 58705
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COPYRIGHT02017 PGT
INC. ALL RIGHTS RESERVED
EET.
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NOLOGY DRW
M YEMCE FL 34275
(941) W-1600
TABLE 14a
MuNon Capacity Tablp slR2
Opening
dth (for teNmMag
ght((or hDAmNa*sperri
niduorls)
60 in
70
In
Sol.
901.
100 N
120
in
140
In
160
in
-Raplllierp.
601n
R.Un9ular
flaw Nk v.
Redarordar Tm,YrdaMg
RectmVula
TnpffOn9•
Rr dl naLj r T.prrdaro
RrzlaMuNr Trwzrdan0.
Rtt4rgular TrL. r&i g.
Loading L na
Rmt'MUlai
Loading
TaplrrY 9.
Loodirg
Rectali9dar
Leadlne
Tmp'Tdmt;
LOma
Reelen9ular
Loa:lrg
Loadug
1.2V x 2.11"
Lcadirq
InarOrg
L-1.9 Loading
lnadlr9
L_rM
Lo-4dlrg L-ft
LZdtrg Laadrl2
Z
�o
a v$,.-.
m
_
x.126"Alum
Tube Mull99
2 a..
a.
�.
Yi 28 E.8
3
a.-...
L° XS g
u<
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8 ci
€
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t _
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�$
5$
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5$ $X$
E�
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s8
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s' da
d
aay
42N
�a d`a9
1442 528
d`8
167.0 428
a�
120.2 526 14fl9 419
7030 52fi
13fl9 414
90.1 Afi 1346 417
Bel 528 1341 411
721 528 7341 411
766 3t4
STb
4W
134.1 411
78.6 3N
61.5 526
34.5 4W
134.t 911
7fl6 314
4S1 s2a
30.2 4W
1341 471
786 314
AS In
9a6, 4W
10fl0 333
80.5 4W 947 325
69,0 4W
88.4 320
6Q4 4W 81.4 317
"".7 4W 7&1 375
4a3 403
283
2i7 352
615 283
W.625in
823 362
9L0 wi
me 362 79.3 234
318 642 261
Sae 362
485 31B
71-9 2 99
57.7 256
51-5 362 67.2 266
424 318 635 293
457 362 SAB 284
37.701710
412 362 fi36 283
339 318 4" 249
362
318
[17
63.5 2U
".1 248
MA 362
242 316
835
49.1 248
21.23"49,1
24860N
67.8
378
54N
T4.1 Z67
63.1 21B
565
d12 25B 4i7 214
353 25B
40.7 210
30.9258 372 207
27.5
247 TSB 3J.4 2W
258
32.2 201
183
t7.7 256
15.3 94
322 201
�5 183
15.5 258
13.4 334
322 20163in
26.5 783N
49.5
258
T34
45.6 20D
35.6 234 39.1 795
30.5 234
34.7 192
26.7 234 31.6 1B9
23.7
0.4 234 2a0 IN
188 213 237 t69
23426.6
273
222 167
13.3 273
220 1fi6
11.6 213
220 7
427
3T2
213
39.4 tea
31.0 273 337 179
2fl573
29.8 J76
232 213Z70 773
206
72 in
28.6
7713
311
165
23.9
179
25.8
152
20.4
179
225
149
17.9
t78
20.3
1d7
15.9
_
76 in
2A3
tfi1
75.4
140
2D.3
tB1
21.8
137
17.4
161
19.0
13fi
'IS2
161-
Tlli
-13Y
781n
22.5
162
23.6
133
1ae
752
193
131
1fl1
1.
17.5
tt8
......,..e-
nnl
;ABLE 148
Anchor Capacity Tahk phs)
rmle
35k CaY
ROEow CMU
filled Con:
PT WrpO
ldda
Anchor C9p Pattema
t-L4
1-tl4
1-t/4°
i tit
1-114
EIIIOtt1adR 1,V4'
1315
t5'4'
7;f/4'
2'
1B761as
560155
WA
Nllag
7dH as
B801Is
iB92 N1
682 t15
t{llS ke
id3J its
4Alxmrs®s•own. O.C-1(4215Argk WPs!1F10. TT
7801M
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6801�
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-
1/C SS Eko
5/lS Eko
t/II'SS Eko
#10 Sty
d125teel
lfl2 srael
AKncl TypC
3!76'EXO llamcal
1/T Ekatmra<m
5/76'Eko
9/16 EkoUrtmcon
174'Eko N084m
AggteC�lar
INtraM
A�Gatar
Screw (Gfi)StR#(G51
Stnw �S)
���
Z11B'
t• 2-fYY
1' 2-VY
T
Z718'
2
0.49'
0.54'
0.32d'
Eola mslalxa (inI
7• 2-12'
1' &72'
t-1fa-
2
1-3•B•
73'B'
wares
ITMENT FORMULA:
(D�)X(ANCHORCAP., a\_ANCHOR CAR.,
MULLION CAP.M",,.,.,I
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTE&.
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
FIGURE 1:
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS- 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUTTILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM OSO. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE MINIMUM OF.125'
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04T THICK (16 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST A 25- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S-
ti ¢ X..� m iD
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N N
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PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/2612021
By ��
MiamWap roduc Control
1(11Il111r
* : Nc.58705
*
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COPYRIGHT 6120'17 POT INDUSTRIES, INC. ALL RIGHTS RESERVED
lj�T-
'. )ECIINOIOIT' BANE
N. VENICE, FL 34276
(9ll) I90-)6o9
TABLE 16A
Mullion Ca a TaDIe s7R
Opening WMdth (forlerlJ b sparring
m110ons) orOpening Height (forhorim fW%&Span irg mtd5orts) .
50 in
6o in
70 in
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TABLE168
.-nee.
2Tk Cmmte
Anldlor
Ca acIty
3.5k Gb2
Table Ibs
FbBON QdU
It CM PT Wend
N
Type 3/18• Eke Atlatal
1!4• Eko U160oon
SH6' Ek0
Uitrazon
3116' ELro (1r-
116• El.. Ulaaem
714' 85 Eka 5ri6' Elc"
Agg*Gmm 1LIM tO
1
t/d' 95 Eko O10 Steel B72 Steel
W
AgOreC Itf Saew (GS) 8tnm (GS)
to
4Y2 SIeN
Suea (G5)
Anchor C6p Patterns
&1rP
bve•
r
z-1m
r
2.1m
r 3-UB'
z• 0.4A'�13.lb
•
OnC 1•
E�Emb�edmlet
z-1/!
r
1-I4•
7
1-114'
1-U4'
1-U4•
7.1/4•
1•t/4' 1.1/4•
2' 7818•/(Fd1.
lint 1�/4'
1T '=?0Its
1314'
390 be
13r4'
4501bs
890 6s
1T0065
210 t s
28016v
354 bs
740 D>n
37491
Ibss4A1cMts
�35•T41rt O.GfTU 2z5 Anak ups/ 1F41. 4 750W
7B0Ips
790 D8
16101bs
2575�
S/01bs
5601bs
WA
11201ta481os
6B0Ibs
189216a fi821b,eraps
/ (S9. x 11201be
11201W
95a W
2246 lbs
2254 Aw
WAbs
FIGURE 1:
FIGURE 2:
EA
FIGURE 3:
• • • • • •
ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND -MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4`/ SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALLBE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125"
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST.12T THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. 910 8 #12 ANCHORS INTO WODD MAYBE STEEL. 1" S.S. OR 410 S.S.
STMENT FORMULA:
=ANCHOR CAP.,d
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACrTY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWERTHAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD AMINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITICNAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
BY /
` .�fa0p1 J LYN/y
EN
* : No. 58705
MAII
- •: 3IC _
C� '/ORIDP.•'
S /� G
A.SLAMN, 1 LP.E.
FL P.E.# 58705
1.000' r-
125"
2000'
r .126"
i
1'X YX.125' MULLION
606346 ALUM.
XSECTION
{-{ j---.125
_STANDARD CL
6063-TG ALUM1
XSECTION
5,500'
CUT NERE TO
.375'
3.12E--'1 CREATE FLIP, SEE
MIN.
.375'
MIN.
_
r DErAIL F, SHEET4
---------A
PY.ANHITTHE
CLIP
STANDARD
6063-T6 ALUM.
E MUST LIE TOPMEW
NDARY. SEE
SHEETS 5.17 FOR THE ANCHOR O.C.
DISTANCE. MAYANCHOR HOLE
DIAMETER ANCHOR DIAMETER +IH6'.
5.500'---j .375'
.375 MIN.
MIN.
------------
I I 1
I I
I
B
I I
1I II LTOPIAEW
P
.125 M.
I
,2r-
5" �
J .740"
E
.338' MIN.
A I U-CLIP
W63-T6 ALUM.
TOPVIEW
Z.ENTER OF ANCHOR
LE MUST LIE
fHIN THE DASHED
BOUNDARY. SEE
SHEETS 5-77 FOR THE
ANCHOR O.C.
DISTANCE MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
DIAMETER + 1116'.
TABLE F R
m
i
i
1' X 2.75' X.650' MULLION
6063-T6 ALUM.
XSECTION
--H I--.125'
2X5 ANGLE COP
6063-T6 ALUM.
126'
5.000'--"i
.375' MIN. 1---
A__ __ -_
2X5 ANGLE CLIP
60TCP' ALUM.
TOPVIEW
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5 FORTHE
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER • 1/16.
Mull Dimension (sheet#)
PGT Part #
Mullion
Std. Clip
OlfsetClip
U-Clip
AM91e Clip
1" X Z" X.125' (5)
66605
666113M
6661118M
666243M
666511 M
1" X2" X.375- (6)
666006
666114M
6661119M
6BM44M
6WS12M
1" X 275' X.375" (7)
666D7
666115M
6661120M
WU45M
666513M
1" X2.76" X.65W (8)
66608
666116M
6661121M
666246M
666514M
1" X 3.125" X.500' (9)
66637M
6661116M
6661114M
666242M
666515M
1.25' X3.18S" X.266' (12)
66641M
5661117M
6661113M
666241M
666516M
1.26" X2.11" X.125' (18)
69370
N/A
I WA
I N1A
666517M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5-9. 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE.
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
TABLE A
Dimension
Value (In)
For Mullion:
A
-1:625-
V X2' X.125'
Aluminum
Tube Mullion
B
2-654
C
0.895
D
o.740
A
1,125
1' XY X.375'
Aluminum
Tube Mullion
8
2-404
C
0.635
D
0.490
A
1.875
1° X275X
.375 Aluminum
Tube Mullion
B,
3.000
C
0.757
D
1.118
A
1.312
1' X 2.75" X
.650'
Aluminum
Tube Muiiion
B
3.OW
C
0.476
D
0.836
A
2000
1"
.500W " X
Alum
Tube MUO
B
2.637
C
0.8W
D
1.137
A
2.625
X.285r '
.2Alum
Tube Mull
B
3.262
C
O.B62
D
1.762
A
1.813
126' X2.11°
.121' Alum
Tube Mull
PRODUCT REVISED
as complying with the Florida
Building Code
NDA-No. 17-0630.01
Expiration Date 05/26/2021
ar
MIamI- a�! Protluet Contro
*' No. 58705
O � -•��
A .•
'•It F
'./ORIOP..-' XZ �
A�LN�Q7 )AY�.E.
/7, F/L P l✓805 `
J
.125° STANDARD CLIP
2.000"
6063-T6 ALUM.
X-SECTION
125"
5.500'-Ej
CUTHERETO
.375 3.12E-j CREATE FCLIP, SEE
MIN.-F�:: I DETAILF,SHEET4
I I I I 1
.100" 3.250"
100' .MIL
.100" .62d"
Iy' I 624'
t-1.250^ --1 .Bzo' I- L
12SX3.2S'X.100' 125'X 3.26'X.624" 125'X 3.94'X.624'
MULLION MULLION MULLION
6005-TS ALUM. 6005-T5 ALUM. 60GS-T5 ALUM.
X-SECTION XSECTION X-SECTION
�2.661'-51 C .125' .3 N.
1 1.877 MIN.
1.377'� 125 I
I 1
I
.125'
.125' 45' 2.2(
1 /
I
3D'
3.250"4s- SAY MULLION I 3250'
30' BAY MULLION 6053-T8 ALUM.
6053-TB ALUM. I XSECTION
X-SECTION{ II I
228'J �--.981"-iF^•981'--1
j I I I I
1 I I I
I 1 I I
I I I I I
I I I I
I I I I
I I I I
I I I I
I, STANDARD CLIP
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM.
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 10.17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER+ in16'.
-h
It sY
2.125" LIP 2.000" 2XS ANGLE CLIP
ALUM
8063T STALUM. I 6XECTION .126' N
X-SECTION 1.L ,NU
In
7-- .11125"J O
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J
DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE Z)
ANCHOR D.C. DISTANCE MAXIMUM
MEIAMETER ANCHOR DIAATER- 1ANCHOR
6Lu % W
HOLE D9
m o�
375'
I I I
I I I I
i 1 I I
I I I I
I 1 I 1
I 1 I I 1 I
I I I H I
i 1 I
I I I 1
i I I 1
G OFFSET CLIP
.125' 6063 T6 ALUM.
TOPV EW
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 10. 11. 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
e
375"
CENTER OF
ANCHOR HOLE
1
MUST -LIE WITHIN -
THE DASHED
BOUNDARY. SEE
SHEETS 10.17
FOR THE
t
ANCHOR O.C.
DISTANCE -
4t
MAXIMUM
1
ANCHOR HOLE
DIAMETER:
ANCHOR
DIAMETER t 1116".
U-CLiP
6063-T6 ALUM.
TOPVIEW
TAR] F r`
Dimension
Value (In)
For Mullion:
F
3.687
1' (4" X
G
1.000
.125"
Aluminum
H
Z680
I
3.W0
Tube Mullion
F
3.187
1"X4'X
G
0,757
.375'
Aluminum
H
2430
I
3.000
Tube & "T"
F
2.250
125'X325'
G
0,750
X.100"
Aluminum
H
1.500
1
3.250
Tube Mullion
MIN.
W
W
z
H
r_____________________i .375 =e
I j MIN. -J -0.
I r
Q J
j U
Z Q o1 i
I I
--------j F z.Z m a
Q oo ac
I Z o
I W O
1 y
15 J (q C
---------------------Q O <
2XS ANGLE CLIP s 90 >.(
6063-T6 ALUM.
TOP', EW
PRODUCT REVISED
TABLE C, CONT. as complying with the Florida
Dimension
Value (In)j
For Mullion:
F
G
1.938
0.500
125 X 3.25"
X.624'
Aluminum
Tube Mulllcn
H
1
1.438
3.260
F
G
2825
1.125
1.25' X 3.94"
X.624'
m Aluminu
Tube M.1b.
H
1
1.500
3250
F
2.813
30° Ba Mull
F
2.875
45' Bay Mull
Building Co e
NOA-No. 17-0630.01
0
Expiration Date 05/26/2021
Mlam ade uct Control
d
Mull Dimension
(sheet 0)
PGT Part#
Mullion
Sid. Clip
Offset Clip
U-Clip
Anal. Clip
1" X 4' X.126' (10)
69364
666111M
6661122M
6-41M
666518M
1" X4' X.375' (11)
66610
666112M
6661123M
I 666242M
668519M
1' X4' X.375' T (11)
1.25" X3.2S X.100' (13)
125 X3.25-X.624'(14)
66653
20160=12
2018112MIS
666112M
6661127M
666112BM
SM1123M
6661124M
B681125M
666242M
8682410M
8682411M
669519M
6665115M
8665116M
1.25' X3.94' X.624' (15)
20162
6661117M
6GS1126M
668241M
666517M
30 Degree (19)
66649
WA
WA
WA
6685110M
45 Degree (20)
66650
WA
WA
NIA
6685111M
z
UT 1l tllll 111 rA7
W .�` ............
ry�
m ���= 1GEN '• �( �
'*. N0.58705
n
-0•.,•TEO �'•���
S
a �'Ar771ONAL E�.•�•
o A. LYNN MILLER, P.E.
0 FL P.E.# 58705
Mull Dimension
(sheet#)
PGT Part#
Mullion
SM. Clip
U•Clip
Angle Clip
2' X4° X.25"(16)
66602
666261M
666271M
6665112M
2' X6" X.25" (17)
68604
6662MM
666272M
6665113M
STANDARD CLIP
E063-T6 ALUM.
2.30LX-SECTION
NOTES: 1
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE
HOLE LOCATIONS.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS 5.500'
CUT HERE TO
3.500' CREATE FHXIP, .375'
2000' rC ,375n _ SEE DETAIL F.
MIN. r SHEET4 MIN.
--- -------------
1 I I
I I
I I
I I
4,000' j
rY _I-- --- -I- 3.438'
250" 2' X 4' X .25' I
MULLION
6063-T6 ALUM. I 1
X-SECTION
L_ _______J
STANDARD CLIP
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM.
.250• WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 16-17 FOR THE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE /
DIAMETER ANCHOR DIAMETER. 1116'. [-
5.500' CUTHERETO
--2000'---I .375' 3.500"--�^{ EDETA CLIP, ,375'
SEEDETAO. F,
MIN. � r-SESFfl=E74 MIN.
�_____ __ _-_____-I
I I
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.25WV 6.000' ---r- - - - 4.688'
1 I SAW
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2'X 6'X 26"
MULLION j
6083-TB ALUM. I
XSECTION
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1
STANDARD CLIPL -
.250" 6063-T6 ALUM
TOP VIEW
-.1 1-•-.125-
U-CUP GJP
60B3-TGALUM. M2.125' XSECTION 2.000'LL
N
i .125" t .125'
I-�,.4gD•--J T
q
+ 3.438"
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U-CUP, 6063-TO ALUM.
SED FOR 2' X 4' MULLION SHEET 16
CENTER OF ANCHOR HOLE MUST LIE
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 16-17 FOR THE ANCHOR O.C. .
DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER+ 1/16.
.375'
I
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rC *- 5.438'
1
U-CUP
6063-T6 ALUM.
USED FOR 2' X 6' MULLION, SHEET 17
TOPVIEW
5.000' 375'
MIN.
f_____________________�.
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2X5 ANG
CENTEROFANCHOR HOLE MUST LIE 6063-T6
-WITHIN THE DASHED BOUNDARY. SEE TOPVI
SHEETS 16-17 FOR THE ANCHOR O.C.
[DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER ANCHOR DIAMETER t 1/16.
-------------1
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2XS ANGLE CUP
6063-T6 ALUM.
TOPVIEW
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.375" n Z m -
MIN. N W O
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LE CUP .Q ¢ O C
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PRODUCT REVISED
ns complying with the Florida
Building Code
NOA-Jo. 17-0630.01
375' Expiration Da; 5/26/2021
MIN.
ey �-
Miam de Product Control
`��III II llf/r 1
* No.587C5 . =
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l�s '•;c�ORIDP..•' N
�ONAL IS
A. LYIJ)' �)IILLL�R, P.E.
FL P.E.# 58705
EXAMPLE
JY
MULLION
LENGTH
1: SINGLE VERTICAL
NO ANCHORS
SEE
t=ENFSTRAnad
PRODUCTS
APPROVAL\
NO ANCHORS 1N
-i
OPENING
MULLION
94 HEAD
SEP
OETABs•
SHEETS
2J
SLEETS
2a
WINDCW SILL
F-MULL VZTHH
WIDTH
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.1/4". THE OPENING REQUIRES DESIGN PRESSURE OF+60.01-60.0 PSF.
1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SURABLE,THE MULLION LENGTH IS 72-AND THE OPENING WIDTH IS 32+32+1'=65'. REFERENCING SHEET 25, THE COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-1/4'AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF-60,0f--60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE
FROM TABLE 3A, SHEET 7, THE 1- X2.75- X.375" MULLION (LENGTH =72", OPENING WIDTH =70-) MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS+/58.3 PSF AND WOULD
NOT BE SUITABLE FOR THIS APPLICATION. -
FROM TABLE 4A, SHEET 8, THE 1"X 2.75' X.65T MULLION (LENGTH=72'. OPENING WIDTH =70') HASA DESIGN PRESSURE OF+F72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WffN (4) d12 ANCHORS AND THE 2X5
ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 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 SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY,
I THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF;
636 LBS
(65 pSF) X ( ) = 524.9 LR9 (MAY BE USED TO QUALIFY # 1 D STEEL SCREWS FROM TABLE 46)
72.7 PSF
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THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ONTHE-JAMBS-AND-USES-I-CONCRETEHEADERANDSILLTHESMN40W_ERAME OEPIIi IS 2-3/8'. THE OPENING REQUIRESA
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DESIGN PRESSURE OF+50.0155.0 PSF.zz
FOR THE VERTICAL MULLION:
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1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72'+1'=105" AND THE OPENING WIDTH IS 36"+36'+1'=73. REFERENCING SHEET 25,
LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8' AND WILL
CQ w =o .
THE COLUMN USING RECTANGULAR
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF-50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
cl—
EXAMPLE 2: MULTIPLE MULLIONS
' SEE DETAILS,
FROM TARLE 3A, SHEET 7, THE VX 2.75"X.375' MULLION (LENGTH - 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF
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WiLLvnDTH--(r-- SLEETS 2-3
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
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FROM TABLE 12AL SHEET 16, THE 2' X 4' X .250" MULLION (LENGTH =108", OPENING WIDTH = 807 HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS
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FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
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1. Of
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADO 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36'+36"+2' 74', NOT 73" AS PRENOUSLY
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SHEETS
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
PRODUCT REVISED
PRODU
APp80yAL 2a �-
THE 73" DIMENSION (35-12'+35-112'+2-=73-).
as compty2. with the Florida
Building Code'
+,
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED
NOA-No. 17-0630.01
VER ICALI
CONCRETE HEAOERAND SILL ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12"GIVES AN AN CAPACITY OF 1050 LBS WHICH IS GREATER, AND
Expiration Date 05/26/2021
�_
MULLION
LENGTH SEE -SEE
USING THE STANDARD CLIP WITH (6) 3/16'
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
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BY
111
8 DETAILS, DETAIL E.
2. SHEET
FOR THE HORIZONTAL MULLIONS:
miamde ProdUCt G
IU COntro
OPEMNG SHEETS
HEIGHT
BECAUSE THE VERTICAL MULL WILL BE A2' X 4" X.250' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICALMUWONS, ALTERNATIVELY, ANOTHER
K
FOR lL
HOR
MULLION TYPE COULD BE CHOSEN.
LENGTH IS 36' AND THE OPENING HEIGHT IS 32'+72'+2° =106°. REFERENCING SHEET 25, THE COLUMN USINGl1iAPEZOIDAL/IRIANGULAR LOADING MAYBE
0
1) THE MULLION
X 4" X MULLION (@ LENGTH = 42", OPENING HEIGHT =120') HAS A DESIGN PRESSURE OF-1.170.0 PSF WHICH EXCEEDS THE
t
USED. FROM TABLE 12A, SHEET 16, THE 2" .250"
IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
REQUIREMENTS FOR THE OPENING AND MAY BE USED
i]
SEE
DETAILS,
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE V
WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CUPS WITH
Ci
SHEETS
2-3
WIDE. IF THE MULLION CLIP WERE TO BE CENTERED
(4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF V GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED
ANCHOR CAPACITY OF 521 LBS.
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•�10ENSF'••_l��'
36', HORR �� as•,HORIZ I 4) FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS.T..ABLEI2BFORTHE ULLIP SHOWS THE ANCHOR
MULL LENGTH IS GREATER, AND THEREFORE SUITABLE,.FOR THE REQUIRED ANCHOR CAFACRY REQUIREMENT OF 521 LBS-THE
\\�
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•.�
MULL LENOTH
CAPACITY IS 7074 LBS WHEN USING 3 ANCHORS, WHICH
STEEL SCREW,
_
_ �• : No. 58705'
OPENING WIDTH FORVERTICAL MULL
ANCHOR TYPE IS A #1Z
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
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+/-64.7 PSF FROM THE VERTICAL MULLION;
FROM THE 36"HORIZONTALMUWONATTACHINGTO CMU;
//` 0'
�`+ �Q'•
t/-170.0 PSF
+/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION).
® .C\ C/�
THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS .
_ �(�s'•�<ORiD?.•G\,�
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
�NAL EN
0- A- LYi3NO At:L " P.E.
1
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
58705
EXAMPLES OF RECTANGULAR LOADING
PW
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
PW /
I�i��+II•
���III
LOADING OF VERTICAL MULLION
WITH INTERSECTING HORIZONTAL MULLIONS
4 SH/DH � j HlDH
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
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LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
EXAMPLES OF TRAPEZOIDALfTRIANGULAR LOADING7.
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HINGED
DOOR
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LOADING OF VERTICAL MULLION o
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LOADING OF HORIZONTAL MULLION =l-W� f+ cZ
LOADING OF HORIZONTAL MULLION j Q EL �- n
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Q aD i�
LOADING OF (2) HORIZONTAL MULLIONS
LOADING OF VERTICAL
MULLION
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4
PRODUCT REVISED
as eom I -n wlth the Florida
Lrod9e
/
Building
NOA-No 17-0630.01
Expiration Date 05/26/2021
E
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
P Miami -Pro ud Contra
NOTES:
1) DRAWINGS ARE
- RERESENTATIONS OF TYPICAL
PW CONFIGURATIONS.
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
THOSE SHOWN.
2) IF THE LOADING TYPE CANNOT
BE DETERMINED. USE
I
�`aON�( LYNA, i�
.`,
PW RECTANGULAR LOADING.
:.• tCENs•.
1- F •' Yam'
3) SEE PRODUCTS' APPROVAL FOR
N0.58705
ACTUAL ANCHOR LOCATIONS.
ETA �=
,moo d
G
LOADING OF HORIZONTAL
A. L^TAL
NINIMIL 1, P.E.
MULLION
FL P.E.# 58705
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