HomeMy WebLinkAboutNOA; Series PGT Clipped Extruded Aluminium Tube Mullion' :5T (Z,
M IAM 1-DADE MIAMI-DADE COUNTY
6 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 P (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall'not be valid after the expiration date stated below. The MiarAi-Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300311, titled "Impact —Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C
dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the w ids Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertisin �. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the f the manufacturer or its
distributors and shall be available for inspection at the job site at the request of $ ding ding Official.
This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages 1 -1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No.17-0630.01
MFAMI DARE COUNTY Expiration Date: May 26, 2021
roval Date: November 09, 2017
CHARETTE INT. AI\�i Pagel
AR 0016279
2828 N 38 TH AVE
HOLLYWOOD .FL 33021
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.10-0819.05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 10-0819. 05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC Sth
Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
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.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5' Edition (2014) and FBC-6'h Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I., approved on
04/14/16 and expiring on 05/26/21.
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
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1_
MULTIPLE OPENING WIDTH FCR VERTICAL MULL-----{
MULLIONS / -� SEE DETARS
A-D,G,H;
SHEETS 2d
GENERAL NOTES:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUEAND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FORTHE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARETO BE DESIGNED BYOTHERS.
ARCHES TORE 2) THE TYPE AND NUMBER OF ANCHORS S CRITICAL TO THE STRUCTURAL PERFORMANCE OFTHE MULLED UNITS. MULLIONS
INSCRIBED INSIDE HAVE BEEN TESTED As 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
RLMAMGIA. AR NOT HAVE A GAP OF MORE THAN 1/4• FROM THE CLIP.
SHAPE
SEE DETAILS 11 111 \
ATHRU G; 1 EE. - SHEETS2d A
1\ _ i SHEETS 24
/ OPENING
VERT. HEIGHT
MULL FOR
LENGTH HORIZONTAL
SEE DETAIL E, MULL
SHEET 3
FENESTRATION
PRODUCTS MAY
BE OF ANY TYPE.
MUSTBE
MANUFACTURED
/ III BY PGT.
/ SEE DETAILS
HORIZONTAL MULL A-D.G,H;
SHEET52-0
LENGTH HORIZONTAL
MULL LENGTH
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.U180. THE 113 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLYTWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSUREAND ANCHCRAGE TABLES. THELOWEST DESIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
6) WHEN FINDING YOUR S17E IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THETABLE(S).
7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST
BE S APPROPRRIIATE FFORRSSUBSTTRATE MATERIAL. DISSIMY TO TRANSFER LOADS TO ILAR MATERIALS E STRUCTURE. SHALL BE PROTECTED S REQUIRCHORS SHALL BE COATED OR ED TO PORN RESISTANT
REACTIONS.
8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NOWS
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
PGT-APP ROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
F—OPEMNG'MD7H---i I^—HORIZ MULL LENGTH--1
Nuu' 1 I F
'I LENGTH I—nOPEN
OPENINGFOR
HEIGHT
OPENING MULL 0/ �' HORIZV�.
HEIGFR LE� Y MUL L�TML AIL
SINGLEMULLION SINGLE MULLION FOR VERTICAL MULL
OPENING WIDTH
FOR VERTICAL MULL
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE 1 ABOVE
CODES/STANDARDS USED:
•2017 FLORIDA BUILDING CODE (FBC',), 6TH EDITION
•2014 FLCRIDA BUILDING CODE (FBC), STH EDITION
•ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION
.ALUMINUM DESIGN MANUAL. ADM-2015.
-AISI S100-12
aAISC 36D-10
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT-) FOR THE OPENING USING THE ASCE-7 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR' OR "TRIANGULARIIRAPEZOIDAU.
GENERAL NOTES..........__...._...... 1
INSTRUCTIONS .................___... I
ELEVATIONS .................... _.... ........ 1
MULL To 2X WOOD ........ _.._........ 2
MULL TO 1X & MASONRY.._.._.._. 2
INSTALLATION NOTES...._.._.-.— 2
MULLTO MASONRY__._..._--- 3
MULL TO STEEL STUD__.._-..- 3
MULL TO MULL_.__...._._...._...._ 3
ALTERNATATE CLIPS.._.._..__._.4
BAY MULL INSTALLATION.....__._ 4
1 X 2 X .125 MULL SPECS..._._..-_ 5
1 X 2 X .376 MULLSPECS_._...._.._ 6
1 X 2.75 X .376 MULL SPECS......._.7
1 X 2.75 X .66 MULL SPECS ...... _.... 8
1 X 3.125 X.500 MULL SPECS _...... 9
1 X 4 X.126 MULL SPECS,_____.._10
1 X 4 X .375 TUBE MULL SPECS.... 11
1 X 4 X .375 'P MULL SPECS.__... 11
1.25 X 3A88 X 265 MULL SPECS._12
125 X 3.25 X.100 MULL SPECS.... 13
125 X 3.25 X.624 MULL SPECS-...14
125 X 3.94 X.624 MULL SPECS-...15
2 X 4 X.26 MULL SPECS ... 16
2 X 6 X.2S MULL SPECS....._........ 17
126 X 2.11 X.126 MULL SPECS.... 18
30• X 325 BAY MULL 5PECS......_. 19
45• X 325 BAY MULL SPECS_._._ 2D
MULLION 8 CLIP DIMENSIONS__. 21-23
EXAMPLES 1 &2............._...__.._24
LOADING EXAMPLES ...... .......... _25
4) FIND THE CHOSEN MULUON'S MULLION CAPACITY (LBS/FT") FROM TABLES 1A THROUGH 16A, ON SHEETS 6 THROUGH 20 RESPECTIVELY, USING
THE MULLION TYPE, LENGTH AND IN OPENG WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE
MULLION CAPACITY (LBSIFT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (L9SIFP) 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 (LBSi. THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTO ATTAIN THE FULL MULLION CAPACITY.
6) FROM THE ANCHOR CAPACffY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
CAPACITY IS MET.
7) IF THE MULLION CAPACRYMULLIpN (LBSI� OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFP) FOR THE
OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WTDi THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
8) VERIFY THE DESIGN PRESSURE RATING (LBSFM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY (LBSIFT') OBTAINED FOR THE MULLION SYSTEM- THE LOWER OF THE TWO SHALL APPLY FORTHE ENTIRE MULLED FENESTRATION
PRODUCT ASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
PRODUCT REVISED
as complying with the Florida
8uiiding Code
NOA No 17-0630.01
Expiration Date 05/26/2021
By
Atlaml- de Product Control
\\.\ ANY L......
* ; NNo.58705
C, SAT O f T' '4v
A. L4/ t4MIWBR;'�`E.
FL P.E.# 58705
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
EITHER THE
STANDARD O
OFFSET MULL
CLIP MAY BE
INSTALLED BY
THIS METHOD.
:1. SHEETS
21-23 FOR HOLE
LOCATIONS
�,.
1�
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
d
e
EXTERIOR
EDGE
DISTANCE
FOR
MASONRY
�N
MULLION O
BUCKSTRIP TYR ANCHOR o �'
AND PERSUBSTRATE, o
ATTACHMENT SEE SEE TABLES 1B-13B
BY OTHERS.
SEE NOTE 1. N
SHEErl. V ��--•..•
Z m ¢
W
. MIN 2.T KSI. .• - . . ~,' EDGE tu Q =
CONCRETE OR CMU','•I•• IOISTANCE, J
F•--J�6EE SEE TABLES D
EDGE DISTANCE 1B-13B to _
e FORMIASONRY ( W Q O D F-
ANCHORS m CD in
SIDE VIEW F OUJI
•a a EITHER THE Cl Z
STANDARD OR z U d m =
c OFFSET MULL Z MZ eU
.da CLIP MAY BE W ^� m'§ aO
INSTALLED BY .=_I a Z
n,� �` .. THISMETHOD. rn � Z ..-
4
THE OFFSET CLIP IS ANCHORS '
RECOMMENDED FOR
FIN -FRAMED
WINDOWS, BUT MAY
ALSO BE USED FOR 9
OTHER FRAME TYPES.
'
ANCHOR
SEE TABLESiB•16B
PERSUSUBSTRATE
PER SUBSTRATE.
EDOVEND
/
SEE TABLES 1B-tEB
DISTANCE
SEE TABLES
SUCKSTRIP
18-138
AND
ATTACHMENT
BY OrrWRB,
SEE NOTE 1,
SHEET 1.
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELC.O 1/4' S.S. AGGREGATOR MASONRY ANCHORS.
` TYP. ANCHOR
PER SUBSTRATE.
SEE TABLFS 1B-133
BUCKSTRIP
AND
T ATTACHMENT
BY OTHERS,
EMBEDMENT' - SEE NOTE 7.
SHEET 1.
MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW
CO
10
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Z
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PRODUCT REVISED
as complying with the Florida
Building Code
MCA -No. 17-0630.01
Expiration Gate 05/26/2021
BY
�O ....Em
* N�o. 5-8.7�0/5
�Q •� SYATE tl�Y�
'A. L,YNAL
O� MILER, P.E.
FL P.E.# 58705
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
1 TYP. ANCHOR '
EITHER THE
I PER SUBSTRATE,
STANDARD OR
I I SEETABLES 16-13B
OFFSET MULL
I
CUPMAYBE
I I EDGEDISTANCE
INSTALLED BY
II
1 FOR MASONRY
THIS METHOD
I
I
1
I
I
I III
ANCHORS
I
n '
a •
4
EXTERIOR
dq
.
s
d
FDGEDISTANCE
FORMASONRY
A
ANCHORS
'
8 �
TYP. ANCHOR
'd
SUBSTRATE,
SEE TABLES 18.136
TYP. ANCHO.
PER SUBSTR
BUCKSTRIP
SEE TABLES
AND
ATTACHMENT
BY OTHERS,
_
'
SEE NOTEI,
SHEET 1.
f
EDGE
.
- . ,
.. •. ..DISTANCE
5EETABLES
MIN 2.7 KSI CONCRETE OR CMU
MIN 2.7 KSI CONCRETE OR CMU 'a-13B
FRONT VIEW
SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENTTO 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, REFERTO 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 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.
DETAIL E: ®n
MULLION TO MULLION
—I .12S Mw. INTERSECTION NOTES:
(U-CLIP) 1) MAY BE INSTALLED IN TEE' OR 'CROSS'
INTERSECTIONS. c
VARIES o i
2) MAY BE INSTALLED HORIZONTALLY ^
(SHOWN) OR VERTICALLY. N
3) SEE U-CLIP DRAWINGS, SHEETS 21-23 v o U
TOP VIEW FOR CORRESPONDING MULLION. Z mm C
MULLION W O L
N J
VARIES-k�---t j L
F12 STEEL SCREWS,
SELF -DRILLING OR PRE -DRILL � �2
\`\\MILLION AND USESMS LU 0� }
S2 m fn C)It
U ch L
to
\� MULLION F Z
C7 O
LTHEOFF7 Fo s
RECOMMENDRUPOIS
LIPISZD FORD LINTERSECTION MAY U-Cup�: FOR TYPES. EXTERIOR F- Z
z z z Q rn
F Q O z. N
SEE SHEETS 21-23 FOR o. F ' 0 81
ATE HOLE LOCATIONS
B-1aB FRONT VIEW EDGE
DISTANCE Q Y
6EETABLES
1 B.13B
SIDE VIEW
L7
FRONT VIEW
EXTERIOR
DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
STRUCTURE
TYP. ANCHOR
a FERSUBSTRAT15
SEE TABLES 16-138
SEESHEET6
21-23 FOR
HOLE
LODATONS
FOR STEELSTUDS THINNER THAN
10 GAAND COMPLIANT WITH THE FL BUILDING
CODE, A 2X WOOD SACKER 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.
SIDE VIEW
®
F-
U f
fn
mO .f
o
U
q
w
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
F�piration Date 05/26/2021
LY
. ; No. 58705
jb
' TATE I T i4-
i Cis Ft0R1OP,••'• \_�
,S,/O NG \.
FL P. 58705
.EXTER OR
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SEE DETAILS Ad,
\ SHEETS 2 AND 3 FOR INSTALLATION
X TO SPECIFIC SUBSTRATES.
STANDARD MULLION CLIP
MODIFIED TO FIT FIELD
--------------------
0 0
O O
SIDE VIEW
SHOWN WITH I'X 4'X.126'.
MULLION
I
DETAIL G:
ANGLE MULLION CLIP
(ANGLE CLIP)
2'X6'X.12S
ANGLE CLIP,
2 PER MULLION END,
MUST BE INSTALLED
INSIDE OF MULL
DETAIL H:
BAY MULLION INSTALLATION g� o
(ANGLE CLIP) g
30' OR 4fr
BAY MULL
N
�s U
O' O Z Nd W
w
o O o N
J �
TOP VIEW W U o o
I I m U 0 (1)w
I i i H z0 m
z
TYP. ANCHOR
—SESUBSTRATE.
ERETABLES gL
16B OR 168 Z
I I 8 O
EXTERIOR F6 Az
Q Z - I1-
Q
-I 1 2'X6'ANGLE CLIP, f- Z Q m W
I I I 2 PER MULLION END, MUST BE Z N
STALLED INSIDE
INOF BAYMULL.
W
I\ CD wv ¢ Y oY
v PRODUCT REVISED
�TYP. ANCHOR as complying with the Florida
PER'SUBSTRATE. Building Code
SEETABST ATE. BOA -No. 17-0630.01
INTO
STEEL,, ALUM
M expiration Date 05/26/2021
INTO COD, STEEL, STANDARD CLIP TO BE
F
OR MASONRY EXTERIOR W B W
ALUM, CMU OR MASONRY MODIFIED INFIELD.11
\ y
y w Miami-D Product Contra
gxrmcR
O PFR F
4 �
® ® INTO WOOD, STEEL .
ALUM. CMU ORMASONRY 1 OH
® ® EDGE
DISTANCE Z
PER
ANCHOR ofLU
1111
NOTES FOR INSTALLATION OPTION G & H: ; "'`a�NY LYNX,
i�
PERANCHOR O Z Pt1. ' LICENSE
1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION.'
NOTES FOR INSTALLATION OPTIONS F. = 7k No• 58705
2) DETAIL G: SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.11- X .125 MULLION. LOCATIONS. -O �C / -
2) SEE TABLES 1 B-139 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE c+ �Q ATE (i �:' ����
LOCATIONS. ® •'
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. _ _ % �S '•��ORLDP•.•- n
} �S�CNAL ON%��
oa A. L'�NrkIIMILgA, P.E.
0 FL P.E.#58705
TABLE 1A
MuNon Capacltv Table sHt .
Opening Wide1(forverOcatly-sparring
mumorLs) or
Opening Height
(torholi2oNa6y'spanlirlg
muliorls)
elm.
eo
Redangulw
In
j)ap70fan0.
70 In
Rmtml9War TrePIillan&
as )n
Reetengolar 170p1'Mang
901n
Rectangular
TrVTrI2llg.
1001n
Reotan9Wer
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TmprtHelg•
Loadng
120 in
Reotm w TnpfrdanO•
Loadng Lmdn9
1401n
Redangdar
Lwdn9
TrWarlang.
Lwdin9
ISO
Rutangular
Lmdng
h1
Tmpr Wv
Laadng
11c2x.125g
I.mdng
Loading
LoadnB L-am
n
Loadng Lmdng
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Land.
r
L..9
�
@
Alum. TubeZ
rl-1911-111-11
�
�
n c
b�
a A
v�
_
_.
_
_Fii
2.Mullion
�§�_
U
a�
h S�
S $�
ii�b
a
z
og _� E
a'g
9@
42 in
1115 4m
d`'E�
129.5 332
93.2 408
115.6 325
79.9 40B 107.8 321
69.9 408 104.4T1962jr
104.0 319
65.9 408
104.0 318
46.6 /m 101.0 319
39.9 408
104.0 71B
36.0 408
f04.0 319
481.
74.9 312
83.8 258
Q4 312
TJ.4 262
53.5 312 67.0 248
48.8 312 612
61.3 244
37.6 312
OLD 244
312 312 61.0 244
49.3 219
20.8 312
22.0 281
81.0 214
49.3 2i8
23.4 312
20.0 let
61.a 244
443 21951
50.62u In
®.9 281
jell 2M
67.2 281
61.5 27B
45.8 201 65.7 224
39.9 201 62.1
60.1 220
39.4 186
M.9 281
28.3 247
49.3 218
38.4 193
26.6 281
21A 247 3i1 193
18a 247
38.1 1ff3
16A 2f7
38.11B7W
in
52.6 24T
57S 207
47.9 247
49.d 202
37.8 247 44.B 199
329 217 41.6
in
38.4
200
412
170
320
200
36A
166
27.4
200
31.5
163
24.0
200
2B.9
160
21.3
27.1
159
192
2a0
218
'157
16.0
200
25.0
156
J
671n
33.1
181
36.3
T55
27.8
1Bi
30.3
152
23.7
161
26.9
149
20.7
181
24.5
146
18.4
Tl.d
144
16.8
ld1
21.7
0
g
861n
23.e
1 160
30.8
142
24.0
165
251
1fM21.6161
136
18.0
185
2f.0
72 In
222
139
23.3
120
18.5
139
19.0
1
116
'
7B.9
2970
-125
'e".N
78in
j 17.5
1 lie
1 182
1 104
TABLE I
Sulswt.
2.7k C.Mreta
AnelLorCa
3.5k Cax.
of Table bs
Ild- CMU
1/4' SS Eko
FIRM CNU PT Wood
3116' Oc0 1/4• SS E1co 0fa Steel
N12 Steel
Meat
012 Sfed
AmhuT7Pe:
3116-Eleo Ultm-
1/4'EIDo V0lacw
&76° Etio
NtrePon
3/16' E3co L)IkWon
114.1 UOiaem
AGg. to
UDmocn A001eGffior S--IG5)
Scnw(GS)
Sore 0)
Anchor Clip Patterns
&1i2"
1" 2-12"
Y
3.118' 2' 0.48"
0S4'
Oat{•
Eago aiearxo I-
1" 212"1°
1J14' 131a°
7
1-1/P 1.1/4'
1.114' t•T/4"
1-1/4'
2'
1a18'
lades
Embedment lln.
Anchors ®{.7S Min. O.C. / San0anl or 005e1 qiD (Fig. 1):
,.1 1.3r4'
3901bs 390Im
450 8>9 B90 IW
1044 ms
27016s 2B0Iba
354 @s 7401bs
374 Ibs
6B41ba 946 bs 341 Piv
e02 �+
4421bs
BBS>!rs
560 @s
1120 ms
2
4 Anetcra ®7.15" Min. o.G 15lmgad (m ObeO COP (F41. 2):
480Ibs 7001m
WA WA
WA
NIA 3801ba
WA WA
WA
748 as
WA WA
880Ibe tf18216s E82 Oss
BBSA
1120 Its
4Anchas ®T Mrt O.C. / (2) 2x5Angle CUP. / (Fg. 3r
1B0 Ibe 780lhv
880 0- 1560 to
7898 ®s
340 Bis 560 Oa
WA 780 Na
WA
NIA WA WA
NIA
7151oa
2 Amhom @ OA5° Min. O.C. I U lk InW.125" Alum. (FC. dk
WA WA
WA WA
WA
' en
WA WA
1351ba 140 iba
WA WA
1771bs 970 ms
1671ha
3321W 473 0s 770 ms
227 Ihv
2801ba
1 Anchor/ FLpp (Fq. 5k
195 bs t9516s
2%Ibs 445Ibs
8P2
WA NIA
NIA
WA WA .101s
4d2 the
5801bc
2 AncnOra 7.15-INkL O.C7 FLAP (Flg. 6}
2401W 350Im
WA WA
WA
WA 1908ra
NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN
AND ANCHOR
VALUES
AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2:
FIGURES:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE4:
FIGURES:
FIGURE6:
loll
O
ANCHORCAPACI7YADJUSTMENTFORMULA:
ANCHOR CAP,:7
(p -) X ( ) = ANCHOR CAP.,,m
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
CAPACrrY 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,
--j 1.000- r-
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.
BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
2.000'
[I
HOLES TO
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.L
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
.125'
-
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125"
I
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
1' X 2' X .125' MU WON
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S.
0 Q L G
a N8 9C, el
W X oYo:
9 cN (0 i
X 'S
Q a 0 i
'A zmw I
m1
O'a4
U
PRODUCT REVISED
as complying with the Florida
Building code
NOA-No. 17-0630.01
Expiration Date 05126/2021
By
Miami-D� Product Contro
No. 58705
STATE F17.
�i FS1''•F�ORIDP.•''G\��
ONA
A. &Wi e �,�P.E.
FL P.E.# 58705
TABLE 2A
Mullron Ca Pacity Table slftr
Opening
Width
(for
1e1tica6yspandrg
mt9110m)
orOpening
Height
(for
horimNauy-ePamdn9
ITILA-)
Raetanpular
501n
TrapTdat7.
Redargular
W in
T2p/rden9•
RedanBukr
70 in
Trap/IFlerg.
RedareuW
80 In
Tmp/Tdare.
RedanaWar
90In
T1,211man9.
Rectangular
100 in
Tmprrdang.
Laadbg
Redengulm
Lcadlre
120
In
Trep/Td-M.
LcadBg
Rectalgular
toadn9
740 in
TmPr700n0.
lmdm0
Rectanaukr
Loaalre
160
In
TmPITWo.
Lcadltg
1 x 2 x.376
Alum. Tube
Loading
,Z•
Loa�re
Loadfg
,�
i.oadln0
r
Dire
Loadre
a^wizi
Loedlre
Leedire
Leading
LoarAre
lnadire
rUona
in
170.0
6M
170.0
435
151.3
652 170.0
478
129.7
6s2113.6
662 169.5
d42
sle
1009
682 16&9
517
SQ8
02 1S8.8
517
7G7F4.
61764.9
662 18&B
5!7
5&7
682
46&9
617
386
48 in
i21.0
507
138.0
419
101.4
607 119.2
410
B6.9
50T70.0
5W 1026
399
B76
507 99.6
'81.3
397
WB
W7 89.0
80-0
396
358
60.7
432
398
355
434
370
507 99.0
466 80.0
390
358
3O0
324
507
456
90.0
W.0
356
W.629k
1D3.7
458
1146
379
8&4
465 98.8
371
74.7
456 90.6
4W 727
364
322
64.8
534
455 64.6
4W B73
3W
318
57.6
47.5
456
400 64.0
367
315
51.a
427
456
400 67.3
314
3&B
313
30.5
400 61.8
313
26.7
400
81.8
313
54N
W (n
B&4
623
400
324
B33
66,9
33fi
278
71.2
51.9
400 BOB
324 67.5
328
270
61.0
44.6
324 61.2
264
3&9
324 469
2W
346
324 43B
257
31.1
324 420
265
260
253
222.
324 4O5
253
19.5C
§
63 k1
53.8
2B4
87.4
252
446
294 492
246
3&4
294 43.6
241
33.8
294 3S8
237
29,9
299 37.1
234
2&9294
362
232
224
230
210
t92
1&7
294 334
268 27.7
2W
209
16.8
14.fi
294
238
334
27.7
230
i09
66m
4&8
266
49.6
37.9
230
106
39.0
W.0
258 424
226 32.2
225
191
3&4
25.7
268 37.5
225 28.4
�1
168
29.2
225
288 341
225 25.8
218
185
2&0
20.0
268 3.
225 23.6
182
23.4
190
26a 29.3
225 221
212
180
79.6
1&0
225
20.3
117
129
225 19.6
170
11.3
225
19.6
178
72in
7e In
36.0
30.6
225
2D2
IV-0
177
23.5
2D2 27.2
173
21.6
202 23.9
170
19.2
202 21.9
IV
ITT
202 19.T
165
15.3
20Z 78.4
183
128
202
18.7
t80
10.9
202 169
158
&e
202
1B2
15.8
142
158
150
TO in
28.3
1s1
29.8
186
236
182 2S1
165
2O2
192 7L0
782
17.7
192 i&7
159
167
192 18.1
167
14.2
1B2 1118
1S5
11.e
192
16.2
152
10.7
I- f49
1W
6.B
901,
1&6
144
19.0
128
15.4
144
1&1
125
861n
162
127
15.6
1 113
TCRI F 9R
Substrate:
27k Concrete
Aricror-p-my
3.A Corse.
uslew rw
Mallow CMU
Filled 17JI11
PT Woad
Mewl
5/1B' EICO
114° 66 Eloo
5116- Eleo
1/4' SS Eleo
010 Steel
Bt2 Steel
B12 Steel
A1nMrType:
3176"EIoOUBreoOn
1f4'EmoUtmoon
URraaen
3/18'EkoUtracan
1!4'ElcoUltraaon
AgOreGeloi
Ultrsoon
A9lIIsGdmr
Scraw(GS)
Bcrew(GS)
6cmv(G6)
AnetiarCllpPattems
2-1IT
3AI9'
1' 2-12
1' 2-1/2'
T
3•tle'
2'
0.48'
0.54°
0.324"
Edue Dletanee On?
14 2-lir
.1"
JW4' 13'4
2'
1-114' 1-1/4"
1.114° 1-1/4'
1-0/4'
1.114
T
I -Woo
13I8
wks
Entcdment Qni
2 Alrchas®4.75'Mk. O.G lSlandaN or offset alp (Fig. 7j
I-ve i-xv
39016e 3W IDa
4W be &4piW
164416a
270 @s 2W IDs
35d lba T408n
3741ba
8841bs
9460s
34110a
442IW
88716s
SW Bs
11201W
4 Anaham ®1.l5' M1.O.G /Stnndard (aOikeq Olp (Fip.2k
4W [be 700 roc
WA WA
WA
WA 9B0'ba
N/A NIA
WA
WA
OW ms
WA
iB92 Q.
88216e
B82 Ibe
685Ihs
112016s
4 AntOors ® 3" mm O.C. 1121215 An9k CUPS / (Fig. 3):
7W lee 7BD Bts
680 M 13W ibs
/89816a
560 Bn 5BO Ibs
NIA IW to
748 us
WA
WA
WA
WA
7151hs
2Armlurs 0u.45"-"IUplp, hro,72S Abim, (Fla. 4P
WA WA
WA WA
WA
WA WA
140 lbe
WA WA
177[be 370 ms
WA
iB7 01s
31210s
473 Ota
170 Me
221 Uw
280 Ws
1 Archor! F-0IP (FIp. 5J:
19516s 19S Ibs
225 0a 4452.
82210a
ta51bs
NIA N!A
WA
WA
WA
941 Ibs
44216s
500Ibs
2 Anchas Q 1.15' Min. D.CJ F-0Ip (Fig. 67
2m ma 390Ibs
_ WA, _..__NIA..
W^
c WA'^a nor• n lbs
NOTE: FOR THE Ort-sb:I cur, Uac Inc -.-- ,v,1.1
ANCHORCAPACITY ADJUSTMENT FORMULA:
(DP-) X \ ANCHOR CAP.,,,,,,,\ _ANCHOR CAR,,,.
\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 CAPACITYTABLE.
W
�W
2
co
PRODUCT REVISED
as eompWng with the Florida
BuRding Code
NOA-No. 17-0630.07
Expiration Data 05f26/2021
FIGURE 1:
FIGURE 2
®
•
'
i . ®
ANGLE CLIP MUST BE USED W PAIRS.
FIGURE 5: FIGURE 6:
I�
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 SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE6068-T5 AND BE A MINIMUM OF .125
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
SHALL EXTEND AT LEAST 3 SCREW
LEAST .125° THICK AND A36. ALL ANCHORS INTO METAL THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S.
1.000- �--
2.000°
1' X 2° X.375' MU WON
1111 I I 1111l l
FIGURE 3:
`� �_'�°, L\GENSF •'• ���� %
= * : No. 58705 77-
=
'0(il. �z
" p �W/
�O� '•, S ATE F
'OVAL
•
FIGURE 4:
•
I��.�.
A. LYNNIMILLER, P.E.
FL P.E.# 58705
TABLE 3A
- Mu01on CapaC4 Table (Ibs81a)
Opening
Width
yore
it
my-spanrdrg
indiam)
or
Opening
Height
(for
hod
rita*spar"ng
mLf1OrS)
50
in
Recangdai
60N
Taprrdeng.
Rectanlpda
701n
T,.Prm
rg.
Rectangider
Be
in
7fapiMsn9•
R¢ctang4lm
li01n
Trapr0lerg.
Reefanpulaz
100N
TrapRdang.
ReUengWar
12D
In
TraplTllarg,
Loadng
R°41angWer
Lmdng
140N
TmpRHerlg.
Loading
Reefar�guW
lna&G
ISO
In
Tie
lmdng
ang.
t X 7-75 X
Reeten67riai
Loaning
TragTderg.
Lcadng
Laadne
Loaning
LOadnO
Imadn9
Loaning
Lcadtg
Load'mg
Loaning
Lc
Sd q
L°adin8
LnaAng
.376 Atum.
Tuba
v ..a
�'
-µ .,
a-,
,-.
m_
a
g
g
g
m
,;
a ,.1
m
2rFT
TO!
6fi�
Mul5en
�
�
�'�
u
"�'
9
3a
v�
r�a
,
ci"
c8i
3q
3�'
c7_
c��
ci
c3
23
5p
a
a
�@.
ad
sic
d�
�ac.
f
¢
Yc.
dK
.
ac
3
¢.8
435[170.0
744
170.0
478
i70D
868
1740
506
170.0
170.0
419
170.0
1116
1740
6Z1
170.0
1240
170.0
521
148.7
1301
170.0
521
127.5
1301
170.0
41
111.5
1301
/13950.625N
170.0
521
42 N
170.0
em
170.0
584
170E
892
1740
630
170.0
1133
170.0
eel
157.8
1139
t70.0
877
135.8
1138
170.0
680
113.9
1139
170.9
fi80
975
1139
170.0
6170
85.4
48 in
170.0
708
170.0
624
B50
170.D
170.0
631
167.8
1032
170.0
684
148.8
f032
170.0
723
130.5
1032
170.0
747
117.4
1032
17MG97.9
1032
170.0
756
63.8
1032
170.0
756
79A
1032170.0
7S6
170.0
74T
1T0.0
563
696
164.7
730
120.9
907
1525
7m
107.5
807
145.0
774
96.8
907
141.1
710
80.8
907
140.0
709
69.1
907
140.0
70960
64 in
170.0
797
1T0.0
612
44.1
735
Bf.B
574
801
170.0
891
1362
907
1082
580
78.4
735
99.5
683
T45
735
95.1
578
58.8
735
91.8
574
50.4
735
81.8
974
N
141.1
735
151.6
625
735
130.3
611
.100.8
735
116.0
599
982
735
80.9
666
78.8'
526
621
43.5
B68
T8.8
$21
38.1
668
75.6
Q7
570
666
111.5
637
87.0
fiW
98.9
.7
T62
80.1
gag
67.7
666
&i.9
531
6"
67.6
481
63A
478
37.9
607
62.7
474
33.1
807
H27
4T4
p N
121.8
686
130.0
'B7
66In
106.0
607
112.4
522
88.3
607
06.1
511
75.7
607
85.0
501
682
607
77.1
493
58.9
fig?
77,5
488
53.0
50.D
408
45.9
402
292
5f0
44.4
389
25.6
610
44.J
399
d
72N
et.6
510
85.8
443
88,0
516
73.0
434
58.3
10
64.3
/28
61.0
510
57.9
419
45.4
510
53.3
44.8
413
3Td
40.8
34.7
S10
458
41.8
36g
37.7
362
2AA
456
36.0
369
21.T
458
J6.7
356
781n
6&4
55g
725
400
57.8
458
all
392
49.6
450
54.1
385
4&4
458
4&S
M
60
38.6
_367
458
435
40.9
355
32.1
435
3&1
351
34.4
344
22.B
435
326
J41
241
435
322BON
340
78N
64.2435
6TA
381
&7.5
435
5&8
373
4&9
434
48.8
366
441
4JS
4&7
327
25.7
271
20.9
327
23.T
26821.0
282
Wl-5.8
14.9
327
18.3
2589fi
41.8
327
43,1
290
34.8
327
3&4
285
29.9
327
31.8
260
261
3272&3
275
23.2
21.5
287
23.1
244
19.1
287
20.9
240
17.2
287
18.3
23716.9
232
N
34.4
28T
35A
251
28.T
287
29.9
252
26.8
28T
ffi024g
108 N
2A2
227
24.7
205
242
227
20.8
201
17.3
227
18.0
198
1&1
227
16.0
195
tttin
27a
215
1 22.7
194
l&6
215
19.7
191
15.9
215
1 16.6
168
120 in
17.6
154
17.9
167
n lJnunD
necerrry
en.111S
TABLE 3B
Anchor Ca aci Table Ibs
Sk C4
No11aw CMU
ROW CMU PT
Wood
Metei
Anchor Clip Patlems
t V4
7 tH 1 tl4
Embad..Aillnk
COp(Fig. 1):
I-W41
3901bs
1374'
390 b.
1�14'
4501bs
13/4°
890 the
2
irA4lbs
t-t/a
2T0Ibs 2801bs
3541bs 7401ha
374A
WA
6WA
9WA 347Ibs
WA 8821ba
4421bs
6851Nb.
5601Is
11201bs
2Anchom(y4.7SMI,O.C./SMndmdwo6set
M.
q Anchors Q 7.iS MIn. O.C. I3lendazd (ar0113 Clip (Fig. 2):
480lbs
700 Ns
WA
WA
WA
WA 3801bs
WA WA
WA 7801Ds
WA
1148Ibs
B80Ibs
18921hs 68216s
8851ba
t1201bs
4Anch°riv
n. O.C. f (2)2c(d, Clips l (Fig. 3):
7801bs
T80 0u
6801bs
5_W bs
t89fi IDs
5401hs S601bs
WA
WA
WA
WA WA
WA
716 ma
Z Arohos � 0.45° We O.C. / UClip, into .125' Ahan. (Flg. 4k
WA
WA
NIA
WA
NIA
WA WA
14011b
WA
V7Ibs 370.Ihs
1e71bs
3321bs
473 ms 170105
221 Ibs
280®s
1 Armhorl F-GIP �0. 5):
1950.
1951ba
2251Gs
4461b5
82216s
t351bs
1B0 iha
WA WA
WA
NIA
WA 341 Ibs
4421bs
560 Ns
2 Anotlsre di1 1.15° LUrL O.C! F121p (Flp. BF
Z40 0ts 9501bs
PATTERN AND
WA WA WA WA
ANCHOR VALUES AS -THE STANDARD CLIP.
r'`�CIRCLED
VALUES
ARE USED IN THE EXAMPLE
ON SHEET I.
NOTE: FORTHE OFFSET CLIP, USE THE SAME ANCHOR
Substrate:
27k (kncrete
3. rm.
1f4' SS Eko
5116° Elc°
1/d• SS Elea
O70 Steel
072 Steel
7712 91ee1
Anchor
9/16' Eeo LAUacon
114' EkA Ultr car
SI1C OG0
&16° Elco Ultraeon
1I4° Eko Ulhecon
A9gmGetor
Ulllaaon
AgereOeNr
Smear (05)
6°rew (GS)
ScreN (G5J
Type:
7' 2-7/2°
UlOxon
3-118'
a
3-770°
2'
0.48'
0.54'
0.324'
Edga Distance (N}
1'
1-11d°
1-1/6"
7
tile'
1�I8"
vedes
FIGURE 1: FIGURE 2:
FIGURE 3:
[�:�
F7=0
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4:
FIGURE 5:
FIGURE@
IMENT FORMULA:
(DP"E,) X ( ANCHOR CAP.,,,,,,U,,,\ _ANCHOR CAP
_a_
CAP.,, -
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
'ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
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.
HOI-ES 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 MINIMUM GRADE 33 AND .045' THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & 412 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR410 S.S.
r2.�rN
�vU
W�
K
2
K
Z
U)
EE
� �W 7D
� oY
® N (7
Q ..` z
PRODUCT REVISED
as camptying with the Florida
Bulldin9 Code
NoA-No- 17-0630.01
Expiration pate 05/26/2021
By
Miami-D.� roduct Control
1111 I I I,
�,,0'0NY.LYNN
��;-•' LICENSE ��(( '��
7F ; No. 58705
0 rI l
�0��.:•(V��
�iiCrStS+•F�ORtDP•..•G��`�� .
'�� ;ANAL rc��•�•
A. Li l(!i� fu)ILtER, P.E.
FL P.E.# 58705
TABLE 4A
' Mullion Capitally Tabla 113RE2
Opening
M
idFh (for
6el6catly-9pargdlg
mUlions)
orOponing
Height
(for
hnrizndarppspanning
Inuliorls)
50
in
601n
70
in
801n
90
in
10D
in
1201.
140In
160
in
Reclat9da
itep?dang.
Rectetlguler
Trepli8an9•
Redmi9da
Tapl0lwit,
Recbogpd
Tmp7Mang.
Rrotan9ula
Tr�✓7deng.
Rectan918ar
TrepRtiarig.
LW&9
Raclan91la
Loading
11aIalTlanp,
Loadne
Reclatfpder
Loading
7mpRdan9•
Loadn9
Reclx0er
Loadn9
TrapITti
lo�n9
g.
1 x 239 x
Loading
Loadng
Lowing
Lording
Loading
Lmdtlg
L.&II
Lcadn9
Losdn9
Loan
Lwdng
.660A1um.
x
',.
x
x
r
x
x
xa
a
a
Tub
Mullion
id
s�$.'
B
V
S
�,B
roc
1?�
t7v
V
'o
V•g
V
'riri��
V
v
U
m
"'�rEivss
��m�
rain
t
Tw
UVo
�
�-
h
"„
g
5�
1st
r-
�
65
�����
se�
a
�
�•
_
y
L�
yii
5
2c
��
d`rc
�'g
d`¢�
d`¢
d`a
�co
drc
a'
dr¢�
g
drc
fc
d`��o
d`o°
c
d
1�0
1T0.0
521
170.0
478
170.0
888
170.0
SW
170.0
-�€�
992
170.0
Sig
170.0
1116
170.0
521
170.0
1240
170.D
521
170.0
1488
1-10.0
521
158.7
1820
170.0
521
138.8
42In
170.0
620
170.0
435
Y70.0
744
892
170.0
630
170.0
1733
170.0
661
170.0
1275
170.11
677
170.0
1417
IM.0
680
141.7
1417
170.0
680
121.5
1417
170.0
680
1-3
1417
170.0
68D
1T0.0
48 in
708
170.0
524
170.0
BW
170.0
170.0
564
631
170.0
170.0
10M
170.0
684
170.0
1195
170.0
723
1628
1250
170.0
747
146.3
1286
170.0
766
121.9
1286
170.0
758
104.5
1288
170.0
758
81.4
12M
170.0
758
170.0
717
50.B25In
1T0.0
563
170.0
MS
MI
170.0
1116
170.0
764
160.7
1130
170.0
8M
133.9
1130
170.0
837
120.8
1130
170,0
058
100.5
1130
1740
861
88.1
1130
170.0
861
75.3
1t30
170.0
B61
54 in
170.0
787
170A
612
170.0
955
170.0
126.5
915
144.5
748
109.8
915
1323
735
87.6
015
123.9
726
87.0
915
118.5
720
732
915
114.4
715
62.8
815
1N.4
715
50.E
819
114.4
715
60N
170.0
885
170.0
701
14CS
015
182.3
761
1232
681
04.0
830
1122
670
61.4
630
104.E
662
75.8
830
98A
656
633
830
94.5
e4s
64.2
830
04.1
849
47.4
830
94.1
840
63 in
151.8
830
18t.8
770
126,5
630
138.0
694
108.5
830
96.1
614
73.4
751
69.1
806
66.0
757
842
60D
.0ff0407
57
78.2
591
41.3
757
782
591
e 68In
132.1
757
U0.0
660
110.0
75T
119.8
636
04.3
757
105.8
624
826
757
636
823
508
236.
55.3
497
31.8
638
552
497
0 721n
f61.7
83B
1048
552
04.8
B36
91.0
540
72.7
630
80.1
590
83.6
836
722
521
50.5
636
68.5
5/4
50.9
44.8
447
27.0
671
44.6
448
761n
571
00.0
198
721
57t
78.8
488
e .
S71
07.4
/78
54,1
5T1
00.6
471
48.0
571
55.6
484
43.2
511
51.8
459
.0-71
88.5
542
70A
465
67.1
642
62.1
456
60.0
542
65.7
449
44.4
542
51.0
442
40.0
542
47.5
437
.842
40.6
425
25.0
542
40.1
423
60.0
542
781n
83.4
474
66.7
30.6
349
325
407
36.3
343
28.9
407
W-1
3M
25.0
407
�.e
336
R4oj
.107
24.1
322
16.3
107
23.0
310
521
407
(III In
537
381
43.4
407
45.4
355
372
407
248
308
23.6
358
26.1
300
21.5
358
24.0
2961.0358
182
284
96 Ot
429
358
49.1
320
35.8
356
37.2
314
30.7
358
32.4
308
28.8
358
108'vt
30.1
283
30.8
255
25.1
283
25.9
251
21.5
283
22.5
247
18.8
283
19.9
444
16.7
183
18.0
240
15,1
283
16.5
237
1111n
27.8
287
18,3
2A2
23.1
26/
23.8
238
19.6
287
20.6
235
17.3
2B7
18.3
231
15.4
287
16.5
228
120In
1 22.0
1 229
1 27-3
1 209
1 16.3
1 229
18.8
205
15.7
2211
1 16.2
M2
H
CAPACITY
ADJUS
- -
Anc
nor c act
iaote -
8.0-cMU
Flied CMU
"t"d
Metal
9ubabela:
2.7k Concrete
3.5k Cmc.
V4• SS Ebo
5'16' Elco
1/4' SS Etc
Alo Steel
#12 Steel
412 Steel
AnchNType:
3/16' Bern Ultraoon
114^ Elco UnnIM
5/18" EEo
UlSatat
3l16' Elco Illb-n
1/4' Elea Ulbacdl
AOg�aOator
UhmcOn
AggreGatar
Screw (GS)
It- (GS)
Scn:W (05)
Anchor Cep Patteme
t° 2-1/Y
3-t18'
i" 2-1r2'
1' 2-trP
2'
3-1/B'
2•
0.48'
0.54'
0.324
Etl9a gslsica On%
1- 2-t2'
1-314" 1.3/d•
2'
1-1/4• 1-114•
t-114• 1.114'
1.1l4^
I-1/4°
Y
1.31e'
iJ'8"
tedas
Embedment On
4.76" Min O.C. / SwMmd or CBset Clip( tY.
1dl4" 1-3/4'
390 390 @s
4501bs 890 Ibs
1644 ors
2ro m 280 it.
35416s 7401bs
37411m .
684 Ibs
916 ros
WA
341 Ibe
6521be
4921ha
885
580 ors
1120ISS
2 Anchors *
4 Anclmrs ®1.15 Mln. O.C. I StandaN (WOfl el) Clip IF1g. 2k
4801ts 700 Ute
_NIA WA
WA
WA 3801bs
WA WA
WA 760Its.
WA
748IDS
NIA
BBD Ibs
18921hs
fi621bs
B85 ba
112A Ibs
4Anchors((A3^Min.O.C.I(2)2r5Angie CUps!".3j
I. 0s 7$11bs
880Ibs 156016a
18981bs
590 Iba 6601hs
WA
WA
NIA
WA
716 be
2 Axbare D DAY Min. O.C.l U4Jip, info .l2S AMn. (Fig. 4):
WA WA
WA WA
WA
WA NIA
WA WA
1Tr lhs 37015s
1871m
3321be
4 "s
170 Ibs
221 Ibs
28015s
1 Aiwhorl F-Clip (Fig. S):
195 ors 19510s
725 S. 445 As
1122 Ns
135 Pos 190ISs
N/A
WA
WA
N
NIA..
347 Pos
4421bs
S601os
2 Anchors 1.13 MIn. O.CJ F4ilp lFh. 87•
240 ors 3501be
WA-'^^N!A •
WA
WA 190Ibs
c•rArltlAorl r7 lD
WA
>�\
_
VCR 7A
NOTE: FOR THE UFFtitl wr, - rrtc o.0 ra......,,.I .,, ,".,. _-- - _. .,.,... „I'-- -
FIGURE 1: FIGURE 2:
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS. -
FIGURE 4:
FIGURE 5:
FIGURE 6:
ON
b
CZ
V
LO
C4
U
wi
ZO
m
W
W
J
10
0
[n
.yn
It 1
ems•,
)-
ANC OR
(DPs„))(\ ANCHOR CAP.,,,,,�„) _ ANCHOR CAP.-
`MULLION CAP._
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:
1) SEE SHEET I 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 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 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 MAY BE STEEL, 18.8 S.S. OR 410 S.S.
1"X 2.75' X .650" MULLION
PRODUCT REVISED
as complying with the Fladda
Building Code
NOA-No. 17-0630.01
Expiration Date 05/2j 612021
ate. • yIGEN� • ����
�' •tom
* ? No. 58705
* _
�
��
ATEO �'•�/�:
i Fsl•'•'4OR10P.••'
ONAL
/AA Aa LYIJN MILLG R, P.E.
FL P.E.# 58705
TABLE 5A
Mullion Ca acfhr Table b9Ht4)
Opening Width(forlierficaDY-spaMrlg
mullions) or Opening Haight(forhorfzDntaIVsparari mtiliors)
50 N
eD in
70 in
801n
601n
100 in
120 in
140 in
1601n
Rectangular 7r4prnlen8-
Rectangular Troplhlen0.
Ra angular Trepnitsm
Racianginr T-wrli-9.
F-tanGwer TrapfTden9•
P-to ular Tmwftng.
Loading
Radengular Trep/Tmg•
Loadng Loafing
Rectangular Tmprrdang.
Loa6nd Loadng
RedongulaI hL ad-1;.
Loading I.oadli9
1^Y3.12b"
LtangO Loadng
Loading Loading
Loafing Loading
Lo+4dng Loadng
Loading Loading
Loadn9
.600" Alum
�•;114.
y
�d
v
ss
%
o
.-•c
Tuba Mug
B
���a
aa
��
���
�-
tr
o
�`
bs5-25
drc
��
d�$42
170.0
820
170.0
744
170.0
478
170.0
868
170.0
508
170.0
992
170.0
519
170.0
1116
1740
521
170.0
1240
170.0
521
170.0
1498
170.0
821
170.0
1735
170.0
621
164.4
1302
170.0
521481n
m
170.0
706
170.D
850
170.0
564
170.0
982
170.0
630
170.0
1133
170.0
684
170.0
1275
170.0
877
170.0
1417
170.0
880
157.7
1577
170.0
680
135.11577
170.0
880
1182
1677
170.0
eB050.6251.
747
631
170.0
1046
170.0
684
110.0
1195
170.0
723
17MG
1345
170,0
747
170.0
1494
170.0
758
141.7
1495
170.0
756
121.5
1495
170,0
758
106.3
1495
170.0
756
170.0
7W
170.0
812
-0
0
Sal
170.0
Itle
170.0
754
170.0
1275
170.0
8D3
165.1
1401
170.0
837
149.6
1401
170.0
656
124.0
1401
170.0
861
1D8.8
1401
170.0
881
03A
1401
170.0
881
54 in
170.0
170.0
05
170-
001
W
.0
797
158.5
1158
170.0
876
138.7
1156
187.0
928
123.3
1156
156.4
917
111.0
1756
149.7
010
92.5
1158
144,6
803
78.3
1156
144.5
803
89A
1158
1M.5
803
so In
BD b
170.0
930
170,0
745
0,D
esD
117.0
1049
155.5
860
119.5
1049
141.7
846
106.5
1D49
132.0
836
95.g
f048
125.E
828
79.9
1049
119.3
820
68.5
1049
118.9
619
59.9
1049
118.8
BIB
88In
166.8
955
170.0
789
1.3
804
119.1
8W
133.7
788
1042
955
121.4
775
926
955
112.8
765
83A
055
100.4
757
69S
955
BB,e
749
69.6
9S5
88.7
748
521
B55
88.7
748
c
j
721n
12&8
803
134.9
697
107.0
803
114.0
682
91.8
903
1D1.1
870
80.3
803
912
859
71.4
603
83.9
948
642
803
78.8
842
53S
803
722
b'32
459
tW3
89,8
�6'28
441
80.i
69.7
677
109.2
721
114.1
Gn
B1.0
721
97.0
818
70.0
721
851
6'OS
88,3
721
78.5
685
60.7
721
70.1
see
!;C6
721
654
579
45.5
721
59.4
50
39.0
721
56,8
584
34,1
721
56,1
5M
78 in
78 in
101.D
6B4
405.4
589
Bd.2
BB4
B9.d
687
722
11 684
78A
576
63.1
664
70A
567
56.1
684
64.4
S58
50.5
884
59.9
551
421
684
54.1
541
38.1
684
51.3
SW
31.6
684
50.6
5m
OD in
65.8
514
67.9
411
54.8
514
S7,S
448
47.0
514
50.0
MD
41.1
514
44.8
433
3S5
S16
40.5
427
32.8
514
37.3
421
27A
514
33.0
412
23.5
51430A
406
20.6
874
29.0
403
462
65.7
404
45.2
452
47.0
395
38.7
452
40.9
390
33.9
462
36.4
384
30A
452
J29
378
27.1
452
30.J
373
228
452
2B.6
385
19A
452
24.2
359
1fi9
452
228
355
96 in
642
357
327
31T
272
367
28.4
312
23.8
357
25.2
WS
21.1
357
21.7
303
19.0
357
20.8
289
15.9
357
18.0
293
19,8
357
16.2
287
11.8
357
15,0
283
108b,
3B.1
367
38,9
322
37,7
338
30.1
301
25.0
338
28.1
i86
21.8
338
2J.1
292
19.5
338
2D.0
288
17.6
338
19.0
284
14.6
33B
t8.5
Z7B
12S
336
14.8
273
91,0
338
13.6
269
111 In35.1
338
35.8
308
29.2
ZSB
23.7
259
19.8
289
20.5
758
17.3
2B9
18.1
252
15.4
2a9
16.3
249
13.9
288
14.9
216
11.8
289
128
240
9.9
269
1L4
238
47
299
10.4
232
120In
27,7
28S
282
203
23.1
TABLE 5B
Anchor Ca paft
suhatrdte: 2.7k Cmcrde 3.5kCmc.
TableObs)
1401 "CMu Flted CMU PT Wood I Metal
gndla'rypc
3ltEElcoUttiam
94'6koU0mcon
5'16" Etco
UDrncon
SMCEIcoUAram
1/TEkoUOrncon
1/4" SS Elco
ABgreGaor
916 Elco
Macon
t!d° SS FJco
A99MGAM
910 Sled
So"(CY)
#12 SteM
sum P( )
4125tce1
screw ro5)
MDhefClippatfems
2-1/0
r
2-v2'
3.118'
1- 1
2-VT
1"
2UZ
r
3-715"
T
0.46"
o.w
0.32e
Edge Dlslaete gnY
ERDeanenl n
1"
13/4-
I've49/d'
1314"
2'
1-V4"
1-114
1 1-1/4
1 1•114'
1-1/4"
1-1/4"
2•
73B"
1318'•
vales
2 AncMe ®6.76" Ann, O.G / Stafganl or O0se1 CDp (Rg iZ
090 0>5
390 To
457 09
B90 lag
1674Ibs
270iae
2L0 Bea
354 MS
7401tS
374109
664IbS
fi1S Os
3dt 1Es
4421he
ion
S50 Ion
1134 8s
4 AMLM @ 1.15" Rtim O.G / Standard (or offset) CIIP (Rg 2j
480 W
700 bo
NIA
WA
NIA
NIA
M U
NIA
WA
NIA
748I0s
WA
BW OS
WA
iB921�
6821Ds
6822u
B85
885 ma
11211Ds
4Anctn(aaS. MIn, OF, I(2)215 AngleCllps r8103}
7B0 Du
78005.
6601bs
15<n lag
lewu
GIGm6
Sm the
N/A
760115
N/A
WA
WA
WA
WA
1D731D8
3Aneln�a @ 0.45' MIn. O.C.I UCBp, in1o.12S AWm (R 4y
NfA
WA
N/A
WA
N/A
8221as
IN
Is5Ia4
WA
1d0 uS
NIA
4771D5
tUA
370Ib9
t171as
3321fx
673 ifx
-17OMS
560 IDs
1 Arcrorl FC6p Bag 5X
tg5615
185 ir5
22fi Dea
4d51m
r-
r-
N/A
WA
WA
341 Ins
341
442la1
4421m
5W IDs
2Ancllon ®1.16' Nia O.CJ F-M (Mg. 67
24D D75
e501Da
N/A
WA
NIA
WA
Im Ion
NU It: rule Incurracl .,.......... ._. _....._..._._.._-_.. _
FIGURE 1: FIGURE 2:
�= 1 0 e
I I F;�t
FIGURE &
• ® •
ANGLE CUP MUST BE USED IN PAIRS.
FIGURE* FIGURES: FIGURE 6:
%:e
EE;::]
•
(DP,)X(ANCHOR CAP.,,^,,,,,
>=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 QUAUFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
F^1.000"-1
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. 3.125"
3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 7
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' 1'X3.125"X.5'MUWON
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT (1"VF MULLION)
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.
PRODUCT REVISED
a5 coon lyyingg with the Florida
Building Code
NOA-No. 17-0630.01
Fxpiration Date 05126/2021
LYNA,
P=�•.•' LICENSE ••, 1�� l
No.58705
TE
S�ONAL EN���•
A. L`PNNIMII1kK P.E.
FL P.E.# 58705
1 H[SLC OM
Mulflon Capacity Table (Ibshf)
Opening Width (forverticalyspatnlrg
MAIMS) or Opening Height (far IodmntaYy-Spamdlg m Alons)
SOU
60In
70 in
801.
901n
1Wb
120In
140In
1BON
1x4x.125
I�OtanlOiia
Icadln9
TlepRdeng.
Loadn9
Reciangdar
LoednO
ltaplTliang.
Losdng
Rectengder
Loadrry
Trepan rg.
Laadng
Rectan914ar
Lcadm9
Trap7Tdang
L030
Reclarglar
Laeding
TraWltiang.
Lmdng
Reelanglar
Lcadrre
TraMH6n0,
Loadln9
Reclangular
Lowing
Trsp/Tfiang•
lnadng
Rangular
Laad�
'Is'�."
Tmp/Tdarrg.
Loadng
Rec�eldar
Loadrng
Tlep/111an0•
1 admg
AIum.Tube
MullionIS
D
.,
..
..Tii--
su'
f
Q6y
�$.
tea^
dK
�a
A'
dl�
Sc
�•
��
�c
a
$K
�E
io•_
_
.a
�
'_
�K
�i @.
a ^.
d�4�
2
g
a,.
..
42 to
170.D
82D
170.0
435
170.0
744
170.0
4T8
170.0
868
170.0
506
170.0
992
170,0
619
170.0
1116
170.0
621
170.0
7240
170.D
621
170.0
1488
170.0
521
145.0
1489
170.0
521
127.E
14M
170A
521
48N
170.0
708
1".0
624
170.D
850
17aO
584
170.0
992
170.0
MO
170.0
1133
170.0
681
170A
Iva
170.0
6T7
156.3
1303
170.0
680
130.3
1303
170.0
NO
111.7
130
170.0
680
97.7
1303
170.0
680
50.625 N
170.0
T47
770,D
563
170.0
686
170A
631
t70,0
1048
170.0
684
170.0
1196
170.0
723
156.1
1235
170.0
747
140.5
1235
170.0
756
11 .1
1235
170.0
756
IOCA
1235
170,0
756
67.8
1235
f70.0
756
64In
170.0
797
170.0
612
170.0
956
170.0
891
170.0
1116
170.0
754
154.4
1105
170.0
eW
1372
1168
170,0
B37
123.b
1158
170.0
856
11729
it58
170.0
881
88.2
115E
t711.0
861
772
1158
170.0
861
60 In
170.0
886
170.0
701
166.7
1042
170.0
797
1042
161.1
832
125.1
1042
1487
515
1112r762
136.8
901
100.0
1042
1302
791
83.4
1042
125.1
762
71.5
1042
f2SA
782
G25
1042
125.1
782
63N
170.0
830
170.0
745
1512
992
163A
818
992
144.4
798
113.4
W2
131.0
762
100.8
121.4
768
90.7
972
i14A
758
75B
982
108.4
745
&.8
992
10HA
744
96.7
992
108.0
744
W N
165.4
947
1T0.0
T89
137.E
B47
146.0
788
F42
647
130.3
768
103.4
847
117.7
752
9f.9
109.7
738
82.7
947
1022
727
68,9
947
85.1
713
69.1
947
94.0
711
51.7
947
94.0
711
C
721n
135.9
849
142.7
737
1132
849
121.6
722
849
1069
708
84.9
849
$6.4
696
76.6
$8.7
S86
67.9
849 .
02,7
676
5"
849'
75.3
659
48.6
So
72.5
652
42.6
949
72.4
S61
76N
116.5
762
120.7
665
96.3
762
1026
652
7Q
60.0
640
72.2
T62
8D,9
829
64.2
74.2
620
67.8
762
692
613
48A
762
62.8
602
4f.3
762
69.9
597
36.1
762
69A
S95
E
781n
106.9724
111.4
634
89.0
724
944
621
.
724
82.9
SO9
me
r24
74.4
599
59.4
88.1
591
53.4
724
63A
583
44A
T24
b7A
573
902
724
54.3
667
33.4
72d
W.5
b65
gob
69.0
US
71.8
483
68.0
543
SO.7
474
40.7
543
62.9
466
43.5
613
47.1
456
38.6
42.8
462
34,8
643
3A6
446
29.0
643
34.9
436
24.8
543
321
430
21.7
543
30.7
428
B6N
67.3
478
58.9
421
47.8
47W49.741a-
40.9
478
432
412
35.3
476
38.5
4W
31.5
478
34A
400
28.7
478
32O
395
23.9
478
28,1
386
20.6
478
25.6
380
17.9
478
24.2
376
Main
40.3
371
41,1
34I
33.5
3728.8
377
30.0
330
2S2
377
26.6
325
22.4
377
24.0
321
20.1
377
220
3,17
I&S
377
19.0
31D
NA
377
17.1
304
111 N
3L1
357
378
3M
30.9
3S26.5
357
27.6
313
23.2
357
24.4
309
20.6
357
22,0
305
18.5
367
20.1
301
16.4
3Sr12DIn
293
306
29.8
279
24.5
3021A
308
21.7
270
18.3
308
192
287
16.3
306
17.3
263
144 N
17.11
212
172
196
I At1LIM bt3
Anchor
CannelCanneltv
Table be
Substrate:
2.Tk Conerete
Holow CMU
Filled CMU
Fr Weed
Meld
1 SS Eko
5118' Beo
7W" S9 Fko
Aimed
Bts 51
#1 Sleet
Clip
Anchor Type:
311W Beo Uhacon
1 W' Ek0 Uitrecon
vl��
o Ulb m
IA' Me. Ult-on -
AppmGator
g
Uitrswn
A90reGalor
Samw (G5)
8crovr (O5)
c
9creW (GS7
a
Anchor Patterns
Edge Dhtenoa Mp
1"
2-1/2'
1•
2-114'
2-lrC
1'
2-177
2"
3.11e"
2
0.48"
0.54-
D,324•1,14'
1.V4'
1414"
1-/4'
1414'
1-U4'
1-1/4"
i-1/4" _
Mfg
2'
iJ16'
1318'
Lades
2 Anch- ®9.75 MIn. O.C. / 6tandard or O9aetCIIP (Flg. 182k
3901hs
3901ba
450Ibs
8901bs
16{41Ds
270 ms
280106
054 @s
7401W
374 the
664lbs
6461be
341 1b5
4421bs
Its
660 Ns
4 Anchors @ 7 25" Mln. O.C. / Standard (W O9set) CIIP (Fig. 3):
7W Ins
7W lb-.
580 [-be
1410 Ibs
9521bs
NfA
560 [be
WA
630 Ibs
WA
880 (be
WA
682 Ihs
885
1120 Ibs
8 Amhas @ 1.15 Mel. O,C. / Slardard (ar OBsn) Clip (Ffp. bk
980 Qts
1400 Ws
WA
WA
WA
WA
760IDs
WA
WA
WA
WA
WA
1363Ibs
177016s
2240 ms
4APO.. @ 8" Min O.C. / (2) 245 Angie C9ps I (Fb. Q:
780 be
7801hs
880 (be
1580 Os
1896 the
54016s
560[be
NfA
760Ibe
748 Its
880 ibs
t8921bs
602 Ibs
B85IDs
1720 ms
6 Anchors @ 3' MIn. O.C.) R) 245 An01a UPs 1(Fq. 6p
1170lbe
1170 Its
10201Ds
23401bs
2844Ihs
810 Ibs
840 91s
NIA
1140Ibe
1122 Ibs
1320 [be
2836 [be
1022lbs
1327 Ibs
low hs
d AmI-Q BAY min. O.C./U-Ulp, Into.125' Alum(F®. 7):
WA
WA
WA
WA
WA
WA
WA
NfA
WA
WA
WA
WA
N/A
WA
1430 •s'
2 A121119 2S' MN. O.C.I F-Qlp (FU. ek
35016e
950 Oe
2901Ds
7051bs
4761bs
WA
2801ba
WA
315Its
NIA
440lbs
WA
341 Ibs
4421hs
6601D5
4 Anchom @ 1.15 MN. O.CI FG'rtr (Fig, 9):
4601Ds
100 ks
WA
NIA
WA
WA
380 I05
WA
WA
WA
WA
WA
662 Ihs
BBS its
1120 •s
/W 1:t1 VK l:r1Yw\.r 1 r sty
ANCHOR CAP.,,o„_
(DP-) X (MULLION CAP,�,,,,,,s� ANCHORCAP.-
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 ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE4: FIGURE 8: FIGURER
• • • •U6.
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
FIGURE5: FIGURE6: FIGURE7:
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
WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK STEEL
• •
SOUTHERN PINE
STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (.18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.I2W' 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 &
#12 ANCHORS INTO WOOD MAY BE STEEL, 18-f1 S.S. OR 410 S.S.
--( 1.000" r
4.000"
125'
VX4"X.1251
MULLION
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
LYN/V
Az
�, ;• 6/N'0. 58705•�
T ••, • • (V
NA
A. L'S�N"MILU2IR, P.E.
FL P.E.# 58705
I HDLC /M
Mullion Capacity Table IbsM
Opening W(titii (for %ertically-spargling mld9ons) or Opening Height (for horizonta6y�panning mulliorl9)
SO In
60 in
701n
801.
901n
1001n
1m In
140 W
1e0 in
1 x4x.3Tb
Reclanguld
Loadne
Tmp/Tr1mg•
Lsadnp
Reclsnsd
Laadn9
Tmprriang.
Loafing
RectanWWr
Laadm9
Tmwdang.
Loadrg
ReeWrreular
Loafing
Trap?dan&
loafing
Rectangular
Lw&g
TmP/Tdang,
Lowing
ReclanWlar
Lasing
TM4YTdw4.
Loadg9
RwtengU.,
Loafing
Tmwden9.
Lwdng
Rectxlgulw
Lmdng
Trapad g.
Loaft
RectalWlal
Loadn9
TMP/Tdan9.
Loafing
Alum. Tuba
&"T"
Mullion
a'a
��a�
IY
r
a
5
��
b�
¢
i^
ag
9c
vg.,
K
D
sg
a�.
d`�
S
y�
�c
,a•
a`z
�•
o
fc
2•
a`ay
D
fc
az ..
d•c
�•
0gm
�
DanZ^
a`¢
a
6�}
�'
r
g
rY
i•
"
S�is
�
�•
8^
d`¢
g•
$
2i
..�,
��
±�
�c
d¢
•F6g
fc
�"
Aga"
��
J'
fc
rr•
�¢
D
g
sc
D
�"
�rc
3•
�e
m ..
¢rc
421n
170.0
520
170.0
435
170.0
744
170.0
476
170.0
8B8
170.D
60B
170.0
S92
170.0
519
170.0
1116
170.0
S21
170.0
1240
170.0
521
170.0
1488
170.0
621
170.0
1736
170.D
521
1T0.0
7983
170.0
521
/81n
170.0
708
170.0
524
170.0
850
IM.D
504
170.0
NZ
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170A
BBO
170.D
170D
170.0
�0
170.0
19e3
170.0
690
151.8
2026
170.0
680
50.6251n
170.0
747
170.0
683
f70.0
896
170.0
631
170.0
1046
170.0
661
170.0
IISS
MO
723
170.0
1345
170.0
747
170.0
1494
170.0
756
170,0
1793
170.0
TW
15a.0
1919
170.0
758
13fl6
1918
170.0
756
54In
170.0
797
170.0
612
170.0
956
170.0
691
170.0
Ills
170.0
75d
170.D
1275
170.0
803
170.0
t434
170.0
837
170.0
1594
170.0
858
159.9
1799
170.0
861
137.1
1799
170.0
Wi
120A
1799
170.0
861
601n
170.0
886
170.0
701
170.0
1063
170A
797
170.0
1240
170.0
878
t70.0
1417
170.0
944
170.0
1584
170,0
$95
155.5
1619
170.0
033
120.6
1619
170.1)
1063
111.0
1619
170.0
I=
972
1619
170.0
1053
631n
170.0
WO
170.0
745
170.0
1110
170.0
850
170.0
1302
170.0
940
t70.0
148E
170.0
1015
166.7
1542
170.0
1076
141.0
1642
170.5
1122
117.5
1542
166.5
1156
100.7
1842
167.9
1167
9&1
1%2
167.9
1157
So in
170.0
074
170.0
789
170.0
1169
170.0
903
170.0
1389
170.0
t0�
160.6
1472
170.0
1010
142.a
1472
165.8
1148
128.5
1472
158.8
1130
107.1
1472
147.9
1100
01.8
1472
146.0
1104
80.3
1472
146.0
1104
ro
721n
17D.D
1063
170.0
.678
170.0
1275
170.0
1009.
150,8
1320
166.2
1101
1320
1320
149.9
1ae2
117.3
1320
131.8
1086
105.6
I=
128.6
1049
Bfl0
I=
117.0
1024
75:4
1320
112.8
1013
66.0
1320
112.5
f012
e
Te In
170.0
1122
1TO.D
937
t49.6
1184
19.4
1a13
12&2
11a4
139.a
984
1122
11a4
125.7
878
99.7
1184
115.3
964
&9.8
7181
iD7s
952
74.8
Ilea
97.8
935
61.1
1184
93.1
P2'7
5&1
1184
923
B25
781n
16&1
1124
170.0
B67
138.t
1124
147.0
B65
118.Er475
128.8
947
1038
1124
115.8
931
823
1124
tas.e
916
e3.D
1121
88.3
906
-92
1T24
89.D
890
59.3
1124
81.3
eel
51.9
2
2
8
90 in
108.1
ti44
1115
750
90.1
844
94.3
736
772
a21
724
67.0
644
73.3
712
60.1
844
66.5
702
64.0
044
61.4
693
45.0
B44
54.2
678
38.6
844
50.0
668
33.8
044
47.7
M2
86In
69.1
742
91.5
663
74.2
742
77.2
652
63,6
67.2
841
55.7
742
9.8
631
49.6
742
64.1
622
44.6
742
49.8
814
37.1
742
43.5
Sao
31.6
742
39.8
Sao
27.8
742
37.6
684
108in
626
58G
63.9
530
52.1
586
63.8
$21
44.7
46.6
513
39.1
586
41.4
605
UA
SM
37.3
498
31.3
SO
342
492
28.1
506
29.6
481
22.3
586
2&6
472
19.5
686
24.7
488
111 in
679
555
58.8
503
4&0
9S5
4A5
495
412
42B
487
36.0
Or,
38.0
480
32.0
656
342
473
28.8
656
31.3
467
24A
555
27.1
457
20.6
555
2A3
the
18.0
555
22.4
442
1201n
46.6
475
46.4
433
3&0
475
39.0
426
326
32.7
420
28.1i
475
29.8
414
25.3
475
26.8
409
22e
475
24.5
404
18.0
475
21.1
395
18.3
175
1fl7
307
14.3
475
17.2
3B1
1441n
25.4
33D
26.7
305
220
330
2ZA
301
18.9
1 330
1B.a
297
16.5
330
17A
293
I AiLt 7tl
Anchor
Capacity
Table 0ti6
Substrata:
23k Domrete
3.5k r."ena.
Hc0oWC44U
Filled CMU
PT Woad
MWI
5116'Eko
IW85 E1co
WIS"Elco
IW SS EWo
51051ee1
#t26teel
#/2Sicei
Clip P9Cemi
Anchor Type:
3/16• Eco Ultmcan
IW Elco UlOxan
N"wn
3118' o0o UlVacon
1l4` El.. Uitracon
AggmGnior
Ut=w
AggmGatur
Screw (GS)
Screw (C�
Screw (05)
Anchor
Eggs OreWnce (m):
1"
2-17
1'
2-1i2'
3-178"
1'
2-12'
1"
1 2-11T
2'
3-118•
2'
0.4B'
0.54'
0.324'
Embadmem ML
t-374'
1J14'
1J/4'
1J14"
2°
1d/4'
7-7/4•
1-1/4'
t-1/4'
1-114"
1-114'
21
1-We,
73/8-
varies
2 Ancham ® 4.75- Min. O.C. / SWndad or Or. COP lFl9 162):
3501bs
390Ibs
460 Ibs
8901b1
1644 bs
270 In
2801bs
3541bs
7401bs
3741bs
N4 lbs
9461W
391 Ibs
4421ha
5601bs
4 Artehom 2.25 MIn. O.G /Stanfield (or ONet) Cllp (Fig. 3k
7DO Ibs
70081s
5 W Ibs
14101bs
952 bs
WA
560lb,
WA
6309.
WA
8801ba
WA
6821bs
88516s
1120 bs
BAnchom 1.15' Mln. O.C. / Standard (ol Oaeet) Clip (Fig. 4):
BBO Ibs
14001bs
WA
WA
NIA
NIA
7601ba
WA
WA
WA
NIA
WA
1363 tds
iTi0lbs
2240 bs
4 Arcl.. ® T mn. O.C. / (2)?Ir5 Angle CTips / (Fig. 4
780lbs
7901bs
680 lb.
15W Ibs
18961ba
530IGs
59 ms
WA
76016s
7481D8
66011n
1892IM
68211s
$051hs
1120 bs
6 Ancham ® 3` Mtn. D.C.1(2) 21r5 AaeW GI{m I ffb. Gri
11701bs
11701bs
1020lbs
23401bs
2844lbs
1 810 Bas
8401bs
WA
IMOII,s
1122 Os
1320 bs
28W bs
10221.
13271bs
1680 2.4
Aochom C 0.45' Min. D.C, I UZip, bto.125' Alum. (Fig. 7J:
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
NIA
1430 bs
2 ME22P Min. O,G/ FG(p (Fp, ek
35016s
350 Ibs
290 Ws
7051bs
476 bs
WA
290 bs
WA
315 bs
WA
440 H.
WA
341 bs
4421le
560 be
4 Anchom ® 1.16' Min. O,C1 F-0 p (Fie. ep
48016e
1 TOO Ibs
WA -
WA
I NIA
WA
380 Ws
WA
WA
WA
NIA
IWA
6B2 bs
8851bs
1120 R.
ANCHOR CAPACITY AUJUSIMtMI rVKMVLA:
(UP-) X \ ANCHOR C"„,,,,,,\ _ANCHOR CAP-
_ A
IONAP.
CP.rr,,,.,,,,E
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADD17IONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANUHUK YAI I tKN ANU PrvUMUM no r nc a r rvvurw...ur.
TABLE NOTES:
FIGURE I: FIGURE 2: FIGURE3: FIGURE4: FIGURE B: FIGURE 9: 1)SEESHEETIFORINSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• • • • • • • • • E
• •ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) L€NEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR 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.
FIGURE 5: FIGURE 6: FIGURE 7:
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE
PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND.045'
THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126" 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.
J
PRODUCT REVISED.
as eompiying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
By ilrl/�
No. 58705
A 17;� `
SATE F (V��
A,tOR.....••'G��\
A. LfYM M14h& P.E.
FL P.E.# 58705
Mullion Ca ackTable Ibsfftr
Opening Width (forveltirally-spanning
m1119ons) or Opening Height (forhod2otttay/-spanning mullions)
60In
601.
701n
80 in
901n
100in
1201n
Win
190N
126"X
PW1,.War
Lmci ng
TmWTdang
Loadllg
Rectar9ndar.
Loadnp
Tm77deng.
Lang
Redmgller
Loading
T.P/TdanO•
Lond0
Reotan90l0r
Loadn9
Loedngoading
hnpRAene.[17..
ton9gar
Tnp/idang,
Loading
Reclanguler
Loafing
Tmpr7deng.
L03®n9
Reetan9War
Lmdng
hap/rdan0.
Loafing
Rectengter
Lcadng
Treprrdwg.
Loading
Rcdml9ular
L-dng
TrapMwg.
Luedirp
.23.1 Alum
Tube Mull
r
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h-
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r_
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in
17U
820
170.0
435
170.0
744
170.0
476
170.0
868
170.0
506
170.0
992
170.0
5190
1116
170.0
621
170.0
1240
170.00.0
1488
170.0
621
170.0
1735
170.0
521
151.8
1769
1700
521
481n
170.0
708
170.0
624
170.0
650
170.0
5%
170.0
992
170.0
630
170.0
1133
170.0
661
0
1275
170A
677
170.0
1417
170.054.8
17W
15U
170.0
680
132-7
1848
170.0
680
116.1
150
170A
680
170.0
747
1700
563
170.0
896
170.0
631
170.0
1046
170.0
6B4
170.0
1195
170.0
7230
1345
170.0
747
167.0
We
170.039.2
1466
170.0
756
1193
1469
170.0
766
104.4
1468
170.0
756
54in
170.0
797
170.0
612
170.0
658
170.0
691
170.0
1116
1M.0
764
170.0
1273
170.0
8031
1376
170.0
937
146.8
1379
170.02.3
1376
170.0
861
104.8
1376
170.0
961
91.170.0
885
170.0
701
170.0
100
170.0
797
le8.81155
170.0
678
139.0.
1158
167.4
W00
1158
1W.8
919
111.2
1155
150.02.7
1158
144.8
905
79.4
1158
144.6
SOS
69.5
1158
144.9
905
631n
170.0
930
170.0
745
190.1
1051
170.0
8W
137.2
1051
165.8
8Q
12A1
1051
1420
8487
1051
13ZS
B37
96.1
1051
125.70.1
1051
119.5
Q2
88.0
1051
119.1
821
6a0
1051
119.1
321
66 in
167A
067
170.0
789
139.3
95T
151.6
805
119.4
957
134.0
790
104.4
957
121.6
777
957
11287s7
87.6
957
108.69.6
957
100.0
>50
68.7
957
se,e
748
522
937
9&9
718
721n
728.7
801
1352
698
107.3
804
1152
684
91.9
804
101.3
671
80.4
804
81.4
660
804
84.1t37927.2
6Q4
76,8
643
53.6
804
723
633
46.0
tUd
69,9
829
40.2
804
89.8
628
751n
109.4
722
114.4
630
912
722
972
616
78.2
722
85.3
606
68.4
722
76.7
5M
722
70.3
722
B5.5
58a
45.6
722
59.5
570
39.1
722
36.7
565
34.2
772
682
fi64
E
769n
101.2
685
105.8
600
84.4
685
89.5
533
773
605
75.5
577
63.3
685
70.5
568
885
04.5
665
60.1
5=0
422
WS
64.3
643
36.2
W5
51.4
637
31.6
685
50.7
536
So In
65.9
615
88.0
457
64.9
516
57.5
41.4
47.1
515
50.1
441
41.2
515
44.7
434
36.6
515
40.8
615
37.4
422
275
515
33.1
413
23.5
515
305
407
20.6
515
29.1
404
961n
54.3
413
55.1
404
45.3
453
47.1
3S7
36.6
453
41.0
391
33.9
453
36.4
385
302
453 '
33.0
453
30.4
374
22.6
453
26.6
366
19.4
453
24.3
380
11.0
453
27-9
35G
1081n
38.1
35839.0a.
51.8358
328
319
272
358
28.4
313
23.8
358
25.2
306
212
358
22.71
358
20.8300
15.6
3581111n
35.1
338
35.8
306
29.3
338
30.1
301
2&1
338
26.1
297
22.0
339
232
293
19.6
338
20.96
338
19.12851201n
27.8
290
28.3
264
23.2
200
23.8
260
19.9
290
20.6
ZriB17.4
200
182
253
15.4
290
16.4
144In
1 16.1
201
16.3
1 186
TAR! EBB
AncharCllpacity Table 0b2)
SLI:zt1atS
2-71C Conde
36t Cmc.
I HWMCMU
Filled CMU
PT Wood
Mao
Anchor Clip Patterns
AnChaf TYPa
9n6`Dcounracm
VS Eko UIUa[m
y16-Ek0
um,AggreGatOr
&t6•FJcoUnrJcm
v4°EkoU92Con
v4"SS DCD
&WEIcc
Ut2cm
1/4'SSEko
AggreGdu
1H0Sted
Screw (GS}
Maim]
SCre1• PSI
012 Sim!
ScieN (G5J
Edge DlStameQnJ
V
2-1/Y
1•
2-vc""
3.10
P
2-vY
1'
2-17z
2•
at/@'
2'
0.aa-
ass
0.32c
Embedtleni n
13/4-
I-yr
1374'
1-3/4'
2'
1-1/4•
1-vs
1-1141
1-vs
1-1141
1414'
T
1-n
I-W
vaus
2AncMR Q 479' MI0 0.4•.. / Slartlann
U Oriel Clip (Rg 7X
SBO 014
3® its
4501ba
'ego lrc
16" MS
1 270 815
280 bs
I 354 bs
I T4011a
374 bs
664 Its
9a6Its
3411ns
442 8s
560 In,4A1%hW
@ 1A51 Min O.G 1 Stm=d (Cr 0zH) CI1p ft 4
48D MS
7001b9
WA
WA
NIA
NIA
3� OB
N/A
WA
NIA
WA
WA
6821b9
885 0s
t12010s
4Arc110a (g S• MN. O.C. / R MADII Gipe / Tig 3X
78D IM
780 h.
S50 ba
15601h
1696 ft
6401bs
560 m6
WA
7601ts
748 Bs
8B0I9B
1g92 @s
fA21�
BB:i Its
1121 m9
4Arclrors®0.45'Min. O.C./ U-Clip, Irdo.l2GA 11-1947
NIA
WA
WA
WA
NIA
NIA
WA
NIA
WA
N/A
WA
WA
NIA
WA
t4300a
1 A.- FCllp OTg 5j
195 bs
195 8S
2251na
4451h9 .
8221M
t35 ®9
140 9B
177 b9
1 370106
1871bs
332Im
4781bs
170 W
MI MS
I 2B0 ba
2 AnChoa (a11.15 NIL O.CJ F-a g 67
240 bs
350 IIS
NIA
I WA
NIA
N/A
190108
N/A
WA
NIA
WA
NIA
34181s
4G ft
1 W 0s
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHUH VALUtJ Au ! nt � l7wunnv cur.
FIGURE 1:
FIGURE 2:
FIGURE 3:
FIGURE 4: FIGURE 5:
I
ANGLE
CUP MUST
BE USED
IN PAIRS.
FIGURES:
0
TABLE NOTES
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(Df „�) X ( ANCHOR CAP.,n,,,�,\ _ ANCHOR CAP.-
\MULLION CAF.„„".,�
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
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 0.90. 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
.0451 THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125" THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
*10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
ff5ggq$Zy}y}y] A
=U
6=
PRODUCT REVISED
as complying with the Florida
Building de
NOA-No. 17-0630.01
Expiration Date 05/2612021
By
Miami-vad roduct Control
`711\llll/ll///
* : No. 58705 =
�0T •'• •.• •((7�:
A. LYNN MILLER, P.E.
FL P.E.# 58705
TABLE 9A
Mullion CapeOdy Table (1b9IPta)
Opening Width (fcrver6g81ly5panrdrlg
mdfl0ns) or Opining Height
(67rhorkoniaRyspanning
mulllens)
90 In
50
in
m
In
701n
BON
We in
t201n
1401n
i60N
Reclanguler
TYeplinerg.
ReetarrpuNr
TraplTds7W.
ReNmgu(er
TmV/Tdedg.
Reotan9War
TreloMano
Reetengular Tmprrdano.
Loading
Realangular Treprnlen&
lnadND Coating
Reciangulsr T."ang.
Loading Loading
ReotangWar ThrPnllang.
Loading Loading
Reelangulor TrgJldang.
Loading Loading
1,26 13.25
Loading
Loading
Loading
Loading
Loading
Loading
Loading
Joe& 9
Losdng
x .100um. Tub
AlMulltonIs
eTdo
in
170.0
620
770.E
435
170.a
744
170.0
473
170.0
Bee
170.0
608
170.E
982
170.E
81B
1T0.0
1116
170,0
621
163.3
1719
17o.o
521
127.7
H18
1710
621
109.5[74
170.E
621
eS0
1118
170.E
621
42
481n
708
170.E
624
170.E
850
170.E
6B4
16T.6
97a
170.0
830
Ua7
978
170.E
861
130.4
978
170.0
671
t17.3
178
'170.0
880
696
B7.S
BT.B
B78
B2T
17%0
16fl3
080
695
83.8
76.4
170.E
168a
680
895
73.3
86,9
87a
B27
170.E
15fl3
HBO
896
170.D
50.826 N
747
170.E
583
170.E
898
170,E
631
150.7
827
1T0,0
684
731.9
927
869
1985
141.8
708
SBB
117.2
103.0
927
860
159.1
134.0
68B
680
105.E
927
B27
889
15fi.3
129.8
654
77.3
Doe
128.E
952
W.2
128.8
662
57.8
869
128.8
02
170.E
A4N
f70A
7B7
170p
161-1
612
934
164.E
119.d
BB9
748
170.E
1323
691
020
132.E
102.3
869
746
153,
117.8
083
60B
116.8
89.5
748
107.8
699
79.0
746
101.0
692
71.6
740
9fl8
687
6917
746
93.3
W3
51.2
93.3
583
44,8
748
833
6B3
143.2
12Y7
601n
63N
746
677
132.E
57B
103.1
877
113.7
668
8&4
B77
f00.4
656
77.3
877
&1.4
546
88.7
877
B5.2
539
61.9
877
81.0
634
67.8
677
77.E
529
4d.2
76.7
628
38.7
fl1.8
679
817
76.1
63,1
629
482
c 65 in
107.6
617
114.1
630
8 .7
017
97.6
519
76.9
617
8a3
608
67.3
51.8
oil
616
78.3
fiB.S
600
425
59.6
48.1
617
518
72.6
64.2
424
419
US
41.4
617
618
SILT
50.7
488
414
44.8
X.
6/T
5i8
84.4
4fle
4oJ
40S
38.4
59,E
63.7
45.E
482
405
26.9
518
46A
105
C72In
S I611
82.9
70.5
b18
665
87.1
73.1
450
400
Sal
W7
Ste
485
74.2
S2,8
440
398
592
6D,3
518
465
65.2
54.9
432
380
40.1
465
49.4
384
382
465
46,3
878
362
9B5
d22
374
28.4
486
9fl3
367
26,2
485
3fl5
364
220
465
382
383
76N
652
441
88.E
3&7
64.3
441
SILT
9T9
48.6
441
60.8
372
40.8
441
45A
366
362
441
41.E
360
326
21.2
441
332
38.7
24.1
368
272
2T2
17.7
441
332
949
21.3A16.2
349
2A3
441
332
33.1
19,8
348
262
20.4
13.3
441
932
377
iflI
345
280
BON
86 N
332
281
4],e
95.8
285
260
36,4
29.1
392
291
37.E
'30.3
288
25S
90.9
25.0
332
291
3L3
20.4
18d
262
26.5
21.8
-1-5.4
372
291
28.8
23.5
SBO
24B
23.8
10.4
932
291
28.1
21.3
276
244
17b
2B1
18.5
241
14.B
291
17.112.5
291
15.8
232
42A
35.E
108N
24.8
230
2fl1
2oB
20.6
230
21.1
205
77.5
2J0
tfl3
201
230
182
186
111 N
27.a
2IS
23.1
197
ifl9
218
1BA
79d
18.2
211
ifle
loll
14.1
21B
14.9
168
120In
17.81
187
1 18.2
1 170
1 14.9
1 187
1 15.3
1W
TABLE 9B
Anchor
Ca acityTable b9)
27k Cormratn
3.5X Conc.
Holow CMU
Filled CMU
�T
Wool
Metel
ylig pgg
1/4" SS Eld'
511G Elco 1/4" bs Eleo
010 Steel
M2 Steel
M2 Steal
3/16• Elao Ullmcon
114" EEo Ultracon
L6lmaoll 3118" FJeo Ultmoon
114" Elco Ullmcon
AggmGetor
Ultrecon AggraGolur
Screw (G51
Screw (G6)
So-(G5)
Anchor COp
=r.
i° 2.1/Y
1' 2-117
3-t!B" 1' 2-112"
i" 24re
2•
3-11b• z
o.48"
0.54"
1+'/4" 15r4'
7314' 1a/Y
Y pUb" 1.7/4°
7-1/4• 1410
1.1/4•
1-1/4° 2"
1318°
1•S1S'
varies
5801ba
Z ArchOrs ®4.15° Mtn. O.G / e@Hasa a OBsel GID (Fip. 1X
3901bs 390 Ibs
450 Ibs 690 @s
18441bs 27D Iba 2B0 @a
9541bs 7d0lbs
374 @s
864 @e 946105
WA
3411ba
6821ba
885 Me
1120 1.
4Anchara(41.16"MIn O.C.l Standmd (or O6aet)Glp O'D 2X
4801ba 70D Ibs
WA WA
NIA WA 9801ba
@s 640 @e 56016s
WA NIA
WA 780 @s
NIA
lA8 @s
WA
890Ibs 1892 @a
8B2 @s
SET.
SET.
to
112E 0s
4 Anohms ®3• h0n O.C. / (212a5 Angla Gips / (Rg• 3X
780 @s 78D Ibs
Ba lbs 156E @a
10B&
WA NIA
NIA
WA WA
WA
NIA
3Ailehom 43 0.5A' MN. O.G ! U431p, Nlo-WP AWm. (FIE• 4X
NIA WA
WA WA
445 @e
WA WA N/A
82216s 135@s 14D Ibs
17716s 3T0Ihs
18T Iba
3321bs 473 (Og
1T0 @s7
Ibs2Anoham
m
1 Awn, F-dip (FIE• 6X
185 @s 195lbs
225 Ns
WA W- 790 @s
WA WA
N/A
WA WA
341 @e442IOa
@ 1.15• Mtn. O.W FCIIp 0:19. 6X
240 @a
WA NIA
FIGURE 1: FIGURE 2:
FIGURE S:
FIGURE4: ' FIGURES:
One
ANGLE
CLIP MUST
0
BE USED
IN PAIRS.
FIGURE 6:
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO 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.100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST A25° THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
*10 & #12 ANCHORS INTO WOOD MAYBE STEEL, IM S.S. OR 410 S.S.
L:AYAul I T A.-na r I- r
.ANCHOR CAP.,,,a
USE THIS FORMULA TO OBTAIN THE"ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN R 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
1.250"
3.250"
.100"
125"X 3.25"X.100°
MULLION FOR
FIELD -MULLED UNITS
F--1.250"-1
3.260"
Aff
1,25" X 3.26" X .1o6"
MULLION FOR
FACTORY -MULLED UNITS
PRODUCT REVISED
as comp"gleg with the Florida
Building Code
NOA-No. 17-063E°01
Expiration Dale, 5/26/2021
.7111{I 111 llr
`� �'C�''• LICENSE •• ��4' �'.
? * No. 5&705
D
p0 ••• S A �� ,
�� �� •••:DIORIDP . • ���`
70AIAL 'EN�t`•
A. LYN� �IILLELi2, P.E.
FL REM 58705
TABLE10A
Mullion cepaelly Table Qbe1FE1) '
Opening 1Mdth (hrV8 celly-spanning
Intdfrto c) a parting Height
(forhsdzordaiyspaorimg mJgols)
gg In
60 in
70In
80 in
90 in
100 in
120In
140In
1601n
RettenOWar
TnpRrimg.
RectanOWar
irepRrrmrq.
ReuaneW.
Tuprduq.
Rottergular
Trepfrdang.
RaaergWsr
TrepRdeng.
Reuan9War
TreplTriang.
Rxlangular
Laedfne
.
Trep?I
LoadLoading
RectaigWsr
TrBp?dang.
Loading
RotteigWar
Loading
Trap/<lang.
Loading
126 %326
Loading
Loading
Loading
Laamng
Loedhg
Loading
Loading
Lowing
Laad.D
Leading
Loading
LoedMg
x .824
Alum. Tuba
g•
,�..
F
_
&
�...
E
3..
oa
�.--
�c
'>u
ca
Ems-
•5„
.F
Pa ,-...
.
a
.Q
Mullion
s
da
a
�
WE.m.
$
u
ci
o
o
v_fcis
€t
tse
-E9
=
L1
'E•�S
, 4�
o
f �
d`z�'421n
@,
d` a
173.0
068
170.0
506
170.0
892
170.0
519
1740
1116
170.0
521
170A
To
17D.0
521
1T0.0
1488
170.0
170.0
1736
110.0
521
170.0
1993
170.0
170.0
620
170.0
436
170.0
744
In"478
684
170,0992
170.0
639
170.0
1133
170.0
GM
nO.D
1276
170-0
677
110.0
1417
170A
690
170.0
1700
t70.0
169.7
1979
170.0
600
146.5
IS79110.0
Sao4Bin
680509211n
1 00.0
no
170.0
224
663
170.0
170.0
B50
896170.0
170.0
631
170.0
1046
170.0
684
170.0
1195
tT0.0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
170.0
1793
170.0
1525
1877
170.0
T56
133.6
1877
170.0
Tog
110.0
747
170.0
956
170.0
891
170.0
1116
t70.0
764
170A
1275
170.0
GM
170.0
1434
1T0.0
B37
170.0
1594
170.0
B56
156A
1768
170.0
134.1
1768
17Q0
861
117.3
1759fiO
641n
110.0
797
170.0
170.0
012
701
170.0
170.0
1063
170.0
797
170.0
1240
170.0
670
1T0.0
t417
170.0
94!
161.1
1611
170.0
996
145.0
1611
170.0
1033
120.8
1511
170.0
3
103.E
151/
170.0
f063
90.6
1511
170.0
1063
In
170.0
886
1T0.0
1116
170.0
860
170.0
1302
170.0
940
156.E
1370
1T0.0
1016
1392
1370
170.0
1076
126.3
1370
164.0
11182
104.4
1370
165.9
2
89.6
1370
1653
1070
78.3
1370165.3
1070
63 in
170.0
930
170.0
746
7B9
170.0
1169
DD.O
9a3
165.6
12AB
170.0
100T
7362
124E
i6B.6
1013
121.1
12d8
147.1
1000
108.9
124E
1J9.0
989
90.8
12d8
130.4
7T.8
1248
128.0
B76
68.1
1248
129.8
876
661n
170.0
167.8
974
10d9
I70.0
170.0
B78
139.9
1049
160.2
892
118.9
1049
131.1
876
104.9
10d9
119.1
860
932
10/9
109.7
B4B
83.9
I6d9
1027
Bag
69.9
7049
94.3
69.9
1049
91.2
820
62.4
7019
91.1
B20
72In
9d1
126.8
806
101.9
941
1112791
892
947
100.0
777
79.3
941
91.7
766
71.1
941
86.6
767
69.6
941
TI.6
51.0
941
Td.O
T37
4d.6
736
161n
t42,7
B41
149,1
B72
ite.9
102.4
753
82.6
89d
91.9
740
73.3
854
MA
730
66.0
04
70.3
721
65.0
694
70.7
47.1
B94
67.0
701
41.3
698
101n
iJ2.0
894
13L0
793
110.0
89!
1169
767
91.3
894
l7.7
671
62S
658
43.0
6T1
483
651
35.8
671
43.1
9
3D.7
671
39.7
53t
26.9
Solo
85.9
671
88.7
59fi
T1.6
671
7/.9
fiB5
6fA
671
653
575
67.7
671
68.T
666
89.0
690
61A
518
60B
690
53A
509
443
600
A7.6
602
39.3
590
43A
484
36.4
690
39.6
499
29.6
590
34.7
7
253
690
31.6
469
22.1
11WH
464
96in70.8690
72.1627
dOB31.t
466
329
402
27.6
466
29.7
396
24.9
466
27.1
391
20.7
466
23.6
2
17.8
466
212
376
15.6
370
466
50.8
42f
41.4
466
42.6
41!
355
d66
97.1
376
229
441
24.9
312
18.1
441
21.5
3
16,!
441
193
356
14.3
351
461
46.1
400
382
441
39J
397
32.7
441
34.1
3B7
28.6
441
30.2
3a2
16A
441
272
In
37B
769
34d
302
378
31.0
339
25.9
379
26.B
374
227
378
23.1
o
20.1
378
21.3
325
18.1
378
195
321
16.1
37g
16.7
314
262
21.1
242
17.5
262
17.8
239
16.0
262
1 15.3
236
TART F 10R
Substrata
27k COrcrde
86k Coat.
I He80W CMu
I FIIIed CMU
FTWmd
I Metal
Anchor Type
911B 19coulrecm
v4'F2:oUIDaton
3riS Oco
Uflatm
1/d"lYOUlI2Cm
A. So�cO
AggreGBty
BITF110
UOraem
1/4'SS EW
AggieGalor
0106tad
SCMW(G5)Sc'M
0123ieel
#1281eel
$CRSY (035j
AnOhOrCllp Pattam0
2•VY
1"
2-11T
T
2-UT
1'
2-1r2
T
3-1/8-
Y
(I.dB"
Q5M
0aw
FAgeg9farce dn'
ErtIRQa1aB A
1'
1- 14"
1-T4'
1414"
1-vt-V4'
1-v4"
1-114'
1-1f4'
1.114'
1414'
2
t-ale'
1-Ta"
sales
2MctgiS(dj4.75'MIx O.C./Stardafd orOOsei COP (R91}•
3W2A
39D R6
45o 8re
890IM
RNIA
270IDS
2e0 Ma
35i IDS
7401m
3/4 ros
664ma
9968n
341 g)9
442
IDs
660 Ns
1120 IDs
4 Anchors ®1.16" MIn O.G 19tantl9nl I- abet) COD 1q9 2T
4B0109
700 0>9
NIA
NIA
NfA
9B0 ros
WA
WA
NIA
748 ros
WA
BBO Is
WA
189205
6821Ds
692ros
SOS
BBS Its
11203AMh.m@05V
4Arch0e ®3'MIn. O,GI(q 2c5ArgteC9Daf (Ra 97
780 N9
780Itm
6BD IDS
1fi6D i�
6d0ros
560 R>9
N/A
7691D5
WA
WA
WA1
O.C./U-C8p,D80.l mm 4?
N/A
NIA
N7A
WA
d4616s
WA
135 ins
WA
140 On
NIA
177Ibs
WA
5/01"
WA
18T ros
WA
3321ts
473 Qm
170ros
22116;
2801D3
AneMr/ FCep (Aa �'
1B5 ins
195 em
775 R45
N/A
NIA
19D Oa
WA
WA
WA
WA
WA
341 ros
4421�
6601D9
2 Anoints Q9 -MIn O.CI Fllip B. 6):
2401D3
350 O13
WA
NIA
_
FIGURE 1: FIGURE 2:
FIGURE 3:
ANGLE
CLIP • • T
BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE6:
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 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 .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125" THICKAND 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.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP )X ( ANCHOR CAP.,,,,,„o,) =ANCHOR CAP. -
``MULLION CAP„„.,,.,/
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
125' X 3.25" X .624'
MULLION FOR
FIELD -MULLED UNITS
125" X 3.25' X.62V
MULLION FOR
FACTORY -MULLED UNITS
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17 0630.01
Expi ation Dote Q5/26_ /2021
`���• ANY LTNIv�'%
*�. No.58705 *^
? -'Cl �'Q �6 2
'���SS�ONAL 1 YE"1R'EC�G�
A. LYNN N5, P"E.
FL P.E.# 58705
TABLE 11A
Muillon CoperJty Table (Ibs2H7)
OpeningW idth(forledically�spemitlg
mullorts) orOpening Hright(for
horhorbly6POmm�g
md60IG)
9P m
100 N
60 in
60 in
70 m
BO In
120 in
140 in
160 h
RaclmAWar
Tr2pffd.g.
RxlangWar
Tnplydan9•
flectangular
Tnp?dang.
Rnculgulnr
Tnprrd.ng.
RacunAWar
Tnp7danB,
RapanAWar
TnNfdang.
L.eding
Reoangular
Load'ur9
Tmplydang,
Loading
Rectangular
L ding
Tin -a.
Loading
Recungular
Landing
TnyTrim9.
LodOe
125 x994
Loading
Lauding
Wdmg
loading
Load'mg
LoacRig
Loadng
Loading
Loading
Loedin9
L..ding
(124
Altmr. TUba
.z
.�
.8 .,
ate..
'§•a✓q',_a
m
�a
,momT--
S
vJ17
$
a
4$
Mullion
fig,
ue
a
i�_
m@",o
a
n.'au
n
-�^xs
�'�u_'
c
L
�Zep.�a
2°€
d`K121n
$c
a�
�rc
170.0
060
170.0
606
170-0
992
170.0
519
1700
1116
170.0
521
1T0.0
t240
170.0
621
1T0.0
1488
IT0.0
1735
fT0.0
521
t70.0
1983
170A
521
170.0
620
1700
/36
170,0
Td4
17a0
478
992
770.0
630
1700
1133
1T0.0
BG1
1-
J275
170.0
677
170.0
141T
1700
680
170.0
iTaO
770.0
DO
170A
680
170,0
2267
170.0
680
4B In
170.0
708
170.0
624
170.0
650
170.0
584
631
170.0
170.0
1%6
179.0
684
170o
1 995
1T0.0
723
170.0
1315
170.0
T47
170.o
1Ta.0
758
170.0
1793
110.0
2092
170.0
766
170.0
2391
170.0
756
m
770.0
74T
170A
663
170.0
896
956
1T40
1700
691
170.0
1116
170.0
764
170.0
1276
1T0.0
B03
1T0.0
1434
17a0
837
170.0
1694
171.1
656
170.0
ls13
170.0
2231
170.0
8fi1
180.2
2403
170.0
861
770.0
T97
170A
612
170.0
1210
170A
B78
1Ta.0
1417
tt0.0
9d4
170.0
1594
170.0
89fi
1J0.0
1771
1T0.0
1033
170.0
2125
1T0.0
1063
'1483
2163
170.0
1063
129.8
2tb3
1T6.0
1063
100.0
885
ilOA
701
170.0
1063
170.0
797
170.0
1673
170.0
1078
170.0
iB59
1T0.0
1122
158.9
2060
1T0.0
1169
134.i
2060
170A
1171
117-7
2060
17D.d
1171
t70.0
930
170A
746
770.0
1116
17t1.0
860
tT0.0
1302
170.0
9d0
170.0
1488
170.0
f016
170.0
170.0
903
170.0
13%
170.0
1002
1700
1658
170.0
INN
170.0
1753
170.0
1155
170.0
t%B
17Q0
1210
143.0
1966
170.0
12T5
1226
1%6
170.0
12B8
1072
t966
170,0
12fi6
iN1.0
ST4
170.0
7B9
1TO.0
116E
170.P
1009
770.0
14fi8
/70.0
1126
170.0
1700
170.0
1228
754.1
17%
170.0
1376
138]
1736
169.8
1385
11 6
1T37
155.9
13%
99.1
7T%
150.4
1352
B6.71731
160n
170.0
1063
170.0
B78
170.0
1275
t6B.5
1556
170.0
1209
14T.4
1658
1652
1295
1311
1556
151-5
1266
1179
1556
1d1.3
t251
99.3
155fi
12B.3
1229
%2
15i6
1223
1219
73.7
1656
121.2
12J6
I
170.0
1122
179.0
ON
170,0
U46
170,0
170.0
1080
1116
155.9
7477
169.3
IRIS
176A
14T7
152.0
1224
7212
1d71
139.1
120fi
109.1
1d77
129.5
1191
90.9
1477
11fi,91169
779110.9
1168
60.2
14Tr
109.3
1154
170.0
1161
770.0
9fiT
1T0.0
1381
1110
96.3
936
T89
1110
87.fi
921
� 710
1110
A0.7
910
592
1110
71.9
891
50.7
1110
fi5.6.
B7B
44A
11]0
fiZ7B70
n
1620
1110
1365
9B6
11BA
1110
123.9
96B
101.6
1110
f079
951
B68
65A
807
68.8
975
57.t
113
975
523
776
36.6
9T5
49.3
767
n
117.0
9T6
120.3
8T2
9T5
97fi
1015
B58
83.fi
475
8a3
Bd2
732
975
76.5
829
6b.0
9Ti
711
B17
665
475
771
70.7
686
SB.T
771
61.3
674
57A
TV
54.3
664
45.7
771
d9.0
655
41.1
7T1
45.9
617
%.3
771
389
632
T71
35.0
621
25.7
T71
32.4
612
In
822
Pi
84.0
696
$8.5
%0
47.3
730
49.4
631
421
730
45.0
622
3T.8
730
41.1
614
31.5
730
35.6
600
...29A
Z7.0
130
31.9
589
Z3.7
730
29.5
5B7
1n
767
730
773
681
611
790
65.0
650
53.1
730
35.3
637
30.0
fi24
32.2
531
25.0
624
Z/.619
21.4
624
7a.fi
509fa7
fi24
229
501
in
59.9
621
61.0
569
49.9
624
512552
375
624
39.2
ddl
333
62d
1n
34,7
1 433
1 35.1
1 400
1 29.9
1 433
1 29A
395
24.8
433
25A
300
217
1 433
1 224
1 386
193
1 433
1 "A
I 381
17.3
433
182
37S
TABLE 11B
-- -
Suf baw
Lik Corcrrle
nor ..uWe,.7
15k Cmc.
.o ,a a•+a
HetoW cmu
FAIeOCMU
PTV
Anctur Type:
3ltE ElcO Nttam
US EIco Utt2Cm
un2con
SH6'El-WNIANA,
3176'Elco U4r4cmn
1/4'SS EIco
Aggn:Galor
SriB'f9co
UR2Cm
1/4^SS taco
A19lermw
w0 steel
ScnV1G5)
Anchor COP Patterns
1^
2.1/2
t^'
2-L2
St/8°
i^
2.1/2V2•
T.
31lB'
2
O.aB^
EW,)✓dslarce OnY
Em7xanent0
13/4-
ta/d^
15I4^
t�'d°
2'
1-1/a-
4-U4'/4'
1-tic
1-114•
2•
1-3lB"
z AACIer6 ® 4.79' MI( C.C.! Stmofim or Offset cop (Fla U
390Ibs
sm Da
45010.v
fl90 0s
t644 ms
9009
2W I�I4
3741hs
66S Bx
WA
9d6Im
WA
34i ID.1
6821bs
4 Arcnas ®1-15• Mirt O.C. ! StdWan] (n 0[tsel)C0p lflg 2Y
48010d
7001he
NIA
WA
MIA
N!A
@9
36D i[eIA
S601t1810s
N!A
746ISs
eeP Irc
18921Is
6ffiIDs
4ArctooO.4 / (l) 2c5A11gIeCBp91g1g. 3YM-W
o lbeEt]
IM
1560174
189610s
540
N7A
WA
WA
NU+1
4AMEM 0.54'Min. G.C./U4'31p, DID) AWm it9
NIA
WA
{45 Bsezz
NlA
IM7350M
N/A
WAA
740
177o7s16s
187 ms
3921m
-073 Ba
170ms
Arororf Fc6p (Bg. SY5
As2?6
fm
NIA
NIA
1901te
WA
WA
I MIA
I WA
IWA
S111es
_ 2M[tWrsQ]1.1t7 NOrt O.C/F-0xp lfl9. 6y0ID3
NlA
WA
FIGURE 1: FIGURE 2:
♦
FIGURE 3:
ANGLE
® ♦ ♦ ♦ BEIUSED MUST
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURES:
w2Sted
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP )X ( ANCHOR CAP.,,,,,,,., _ANCHOR CAP.,,,
MULLION CART,•, _)
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
ADD ITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACf7Y-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 C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE
6063-T5ANDBEAMINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GPADE33AND
.045• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125' THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL..
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, I"S.S. OR 410 S.S.
125• X 3.94" X.624'
MULLION
a
rn
in
o Ad
❑
m
®
M1
Y S
(!3 C
m
Q
ry
G O<
Z.
a
ito �(
PRODUCT REVISED
as eompl}n'n9 with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/2612021
* : NO.58705
ilf
ZO
A I,VN hpN30Ek�, P E.
FL P.E.# 58705
TABLE12A
• Mullion Capacity Table bsfit2
Opening Width 0orwitcOW-sparall
mlAfions) or Opening Height(for hod 21XIN4,spa ning mtIDiols)
pn
60In
7D In
60 N
no in
100In
120 in
140'A
16010
eotan9uler
TmNMang.
f7eeknOdar
Trap"NanO•
RetlalgJlar
Trap/Rierg.
Rectang4ar
T2pti11a 13.
Reetan90-
Tn1iJ7Nang.
Reetmt *r
Trap)TNmg.
Ladbig
Raf4ngu
Leadhg
TispRNfing.
Loading
RectengWar
LOadn9
TraplTdan¢
Loadng
ReOlengJlar
LodngL.,InD?'
Trspridang.Loadrg
Lea®ng
Lmdng
Loadng
Loadng
lading
Loadn9
1-dngloading
lnadno
Loadn9
�
,�•
&B
o
r
a
o
mG
r-
8
8
g�
gBB
�858��s
3
s�
a9
s
s�
8�«;
8ss�€-'
a�
s
e�
a
8�
�
a<
��
�
��
b&
s�
g$
as
b
6�
a
6�
8rs
a�
$
t@
fi�
t
6�e�
a
fi`•
bey
€�
��
a
_�
52
a
�
2�
=
a1
U
fi�
-
H
H
I
'a�
ze
go�
�70.0
jub
¢-o
a
�a
4a�
i�
1
a��
arch
11
iF�
¢_
170.0
521
626170.0
435
770.0
764
170.0
478
170.0
868
170.0
506
170-0
B92
170.0
fi18
17D.0
1159
170.0
521
170.0
1240
170.0
521
170.0
1468
170.0
1739
170.0
521
170.0
1983
170.0
521
708
170.0
524
170,0
650
170,6
564
170.0
992
170A
630
170.0
1133
170.0
fi61
170.D
1275
U0,0
677
170.0
MIT
170.0
680
'110a
Vel)
170.0
680
170.0
IBB3
170.0
re60
170.0
7267
17DA
680
7D.0
170.0
8%
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
721
170A
1345
170.0
747
170.0
1494
170.0
756
170.0
1793
17o-0
756
170.0
2092
17D.0
756
170.0
2391
170.0
756
70,0
7471746563
797
170.0
612
170.0
958
170.0
6B1
170.0
7116
1740
756
170.0
1275
170.0
803
170.0
1434
1740
837
170.0
1894
170.D
856
170.0
tots
170.0
881
17C.0
=1
170.0
661170.0
2550
77D.0
BB1
70A
70.0
885
170.0
701
170.0
1083
170.0
797
170.0
7240
170.0
878
770.0
141T
170A
84/170.0
1504
170.0
996
170.0
7T71
170.0
1033
170.0
2125
170.0
1063
170.0
2479
17"1083160.6
2690
1-10.0
1063
745
170.0
111fi
170.0
BtiO
170.0
1302
170.0
9W
170.0
14ae
170.0
1013
170.0
1W
170.0
1078
170.0
1S59
170.0
1122
170.0
2231
170.0
1169
766.7
2557
170.0
1171
1dS.9
2597
170.0
1171
170D
930
170.0
170.0
1189
170.0
903
170.0
1784
1T0�1209i7gi
1
1740
1558
170.0
1086
170.0
1753
170.0
1155
170.0
1948
170A
121D
170.0
2338
170:0
1279
1315
2437
170.0
1289
132.E
2477
170.0
12e6
66N
170.0
974
170.0
T89
1275
170.0
1009
170.0
1486
170170.0
1228
17MO
1913
170.0
1315R211
125
170.0
1387
145.fi
2184
170.0
1488
124.E
2184
170.0
1529
109.2
2184
170.0
1M0
c 72 in
170.0
1063
170.0
878
170,0
170.0
1348
170.0
1069
170.0
1570
17
170.0
I=
170.0
1421960
170.0
15M
123.6
1960
161.6
1549
106.1
1860
154,0
1535
929
1960
1527
1531
76 N
170.0
17E
770.0
837
1381
170.0
1116
170.0
1611
176,0
1250
170.0
1842
170.0
1369'
170.0
1474861
183.1
1500
114.5
1861
147.3
1473
982
1661
139.8
1459
85.9
7B61
37,8
1454
S 78N
170.0
1191
170.0
170.0
887
1764
170.0
149.1
1398
150.0
1218
127.E
1399
136.0
15B8
111.8
1398
121.3
1178
110.2
1182398
101.8
1147
745
1398
89.8
/122
63.8
1388
82.7
1105
659
1398
78A
7098
go in
170.0
147.4
1328
1229
151.5
1098
122.9
1229
127.8
1078
1053
/229
111Z
1061
BA
122s
98.9
7044
T
69.6
1029229
MA
1018
61A
1229
722
893
R.7
1229
65.8
977
{61
1228
62.1
987
e6N
105.8
877
B6.s
B71
69.0
882
T4.0
971
T1Z
649
64.7
971
fi8.4
837
61.6
82571
56.5
816
47.1
971
49.0
706
37.0
971
40.0
782
324
971
40.8
771
too [a
103,6
971
W,3
832
79.9
819
81.9
819
66.1
819
70.9
806
62B
7B4
58.7
T8419
51.8
774
39.T
gig
44.8
75e3120
59.
918
111 N
85.d
819
786
76.8
716
6287B6
64.5
703
63.8
786
55.8
685
47Z
786
49.4
686
44.4
677786
40,5
fi68
315
7B8
34.9
6531441n
N
755
36.4
948
37.0
198
312
646
31.g
491
27.3
50
282
489
25]
4791411
229
474
1B2
518
19.5
464
15.6
fi16
172
465
13.7
1i46
15S
448
43.7
So
442
604
TABLE 12B
Anohor CapaUty Table (IOe)
Rtsbate: 2.7k Crete 3.5k con[. I HoO-CA4U F111ACMU PrW0o0 I Mmai
Anchor Type.
3116'EIcoU
MM
//4' EI[OUDta[on
S11W Bco
UNazrn
s'16-EI'o
l9lmon
Va'B[o
Ue2Con
v4'SS B[0
Ag¢Omor
511fi'FJ[o
UMacan
AggROffior
//d"SS BenkW22
rf129t�J
Sttea(Go5)
#12 sla:l
Su PS)i
Anchor Clip Pet�m6
2-v2
1'
2.1/2'
Sim-
r
z-irS
1"
2-VY
2
3.1/6'
Y
0.54•
0.32C
Edge lkstarcO gnX
Etbedna:tA
1'
t3/d°
1-9,r
1814'
1-vr
Y
1-vd'
7.1/4°
d7-v
7-v4'
1414-
1-114•
2
13'8'
VdneS
®4.75 fAlrt O.C. I Stadmtl or011setLllp (Fig 182X
99D IDS
39016s
4501bs
ego It s
16441Ds
110 BJs
28011
354 bs
7d01bi
37d IOs
fi64 Its
S761o5
442 b5
560164
1120Ie
2.60° MN 0.G / Standant (oraisd) Clp (Fig 9X
740 b1
740Ihe
6301M,
148s IM
14211bs
NIA
Sao Ios
NIA
695118
tJIA
8B0los
WA
NIA
B85IG
13271D5
168D Its
6 ArcDas�1.71'MIQ O,C.Istamm�l (m eleet) clip tHg 4X
665 lbs
050
7581bs
19461bs
N/A
WA
1059s
NIA
NIA
7991re
7601os
WA
7-1bs
WA
6BOl's
189z D1s
6920s
6651ts
11201os
4ArcrcIs Q9"Mln. 0.4!(112e5 Aingte Clips I LRO SX
70D Ns
fiW IDs
1560 Rs
OZJos
78961bs
01�
5(D Ds
8401ba
NIA
11511G4
1122ID5
1327Ibs
2899 m+
t072 i4s
1327 Bs
16W Ios
fi ArchOB ®YMN. O.C.1 �215Atgie QOs/IRg 6X
777 -
1170JJ9
10201bs
28U t04
WA
WA
NIA
WA
1D73
3AftIM Ml.s4'Mtn. O.C./UL9p, Into .724 Akan (Flg 7X
WA
WA
NIA
WA
WA
NIA
WA
WA
WA
NIA
WA
WA
21 bs
6Arcroins�0.64'MN. O.C.lUL1p, Nt0.125' A tin(Ra 4
NIA
WA
NIA
WA
NIA
NIA
WA
NIA
WA
IEs
NW
NIA
WA
440 IOs
WA
WA
341 bS
442 Me
r1i0 Irc
2 AnctOn ® 268' M1rt O.CJ F-ao (Rg 4
3M W
3M bs
315105
743 los
7121tss
N7A
2B0IJs
NIA
34B
NIA
WA
WA
511 b9
6641I4
840 6r;
SAM ®1.71' Min. O.C./ FQIp (FIg- ION
443 919
525 MS
379lbs
9731rc
NIA
N9L
95310s
WA
9091¢s
NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANC
FIGURE I: FIGURE 2: FIGURE 3: FIGURE4:
• • • • • • • • • •
FIGURE 6: FIGURE 6:
• • • •
FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP
Me (FIGURES 5&6)
II MUST BE USED
W PAIRS.
AS in HE STAN"`"`" L-F. CD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24-
aacnun 1.wrwl.n 7 ♦ar+a�a in mein.. �..............
�X (ANCHOR CAP.,,,,,,•„\ _ / ANCHOR CAP.,,,
M
p) ULLION 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 W ILLYIELD 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. HOLESTO 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 AS7M C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.
ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO SEA MINIMUM GRADE 33AND .045- THICK (18
GAUGE). STRUCTURAL STEEL TO BE AT LEAST A 25- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW
THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S.
2' X 4' X 25' MULLION
PRODUCT REVISED
as complying with the Florida
Building Code
"CIA-fIo. 17-0630.01
Expiration Date 05/26/2021
By
Miam Product Con rol
`\\' 60 •LYNNti17/''.
��•.• LICENSE'•%�
* N0.58705
STpmo'(V�\
.S G
ONAL EN,�`.
A. L4ffi M1LIllk-R, P.E.
FL P.E.# 58705
TABLEi3A
Mulfivn Ca ao' Table 2
Opening Width (forwrtf *spit@
mullons) or Opening Height (for throd rtlDlyspernng mdllons)
50 in
60In
70In
80 in90In
100 In
1201n
1401n
1601n
Rectangular. Twrden9.
Raetengular T prrneng.
RecWadu
Reeian0ar TmPfTdwg,
Rectalgula TreplTOmg.
ReclangWar 7tap/TOalg.
RemIng.mngWa TrLmaprJ1Oang,
Lmdrg Lmdng
Rerlar➢g TlL..dhg
Loar9ng Loading
RWdrq la Trapffderg.
lffddng LoaBnO
2x6X.28
LmdnO L..d 9
Lmdng Loeing
Loafingno
Lowing Loafing
I. nmg Luedng
Lmdng Lmding
Alurn-Tube
a
a
%
a
a
aG8
z
m
�•.•emuW.-•
A^
Mullionaa
3
3
a�rsm4�
ci 9
3
ci e
o
t�
8
ri a
o
r<
P)s
5�
a oc4
`gkG�
ti
€
`�q
_
@
11E�o�'F
S�
o e
8�
g
o
r e
Sp
a
`�
0
�
o
z�
5
�
b��
-Rtr
��
9g-iCC=i
��
��
��
��.
�nn:¢¢
m@m
3�tG8
�o
¢l"Ic
Ec
4r'6��in
170.D
0a
1740
435
170.0
74
1740
478
170.0
866506
IR8ng-
170.0
992
170.0
518
1740
i118
170.0
521
1ZO.D
1240
170.0
521
1740
1468
t70.0
521
170.0
1736
170.0
521
170.0
1983
170,0
621481n
1TLD
708
1740
524
170.0
850
170.0
SM
170.0
992Me
170.0
1133
170.0
651
170.0
1275
170.0
677
1-0
1411
17D,0
IM
170.0
1700
170.0
BOO
170.1)
1983
170.0
6eO
170.0
2297
170.0
6a0
50.6251n
170.0
7a7
7711.0
583
1T0.0
698
170.0
631
170.0
1646684
170.0
1183
170.0
T23
170,0
1345
ttQ0
747
170.0
t494
17D,0
756
170.0
17B3
170.0
758
170.0
'2082
170.0
756
170.0
2391
1740
756
84N
1740
787
170.D
812
170.D
B58
170,0
891
170,0
1118754
170.0
t275r170.0
803
17D.0
1434
1740
837
1T0.0
1694
170.0
tISB
170,0
1913
170.0
Bel
170.0
2231
170.0
efit
1740
2550
170.0
861
60 In
1700
885
170.0
701
170.0
1063
1YO.D
797
170.0
1240B73
170.0
1417
944
170,0
1594
170.0
099
170.0
1771
170.0
1On
1700
2125
170,D
1063
170.0
Z479
170.0
1063
170.0
2833
170.0
1063
631n
170.0
MC
1-0
745
170.0
1116
170A
a50
170.0
1302840
170.0
1488
1015
170.0
1673
170.0
IWO
170.0
1359
170.0
1122
170.0
M31
170.0
1169
17D.0
2603
170.0
1171
170.0
2075
170.D
H71
=
e6N
170.0
97;1
170.0
T89
I..()
1169
170.0
903
170.0
1364
170.9
1002
170.0
1558
1088
170.0
t763
170.0
1155
170.0
IW8
170.0
1210
170.0
2338
170.0
1275
170.0
2727
170.0
1286
170.0
3717
170.0
126s
C
721n
170.0-
t0e3,
170A
676
170.0
1275
170,0
1009
174D
1488
170.0
1126
170.0
1700
1228
170.0
1913
170.0
1316
170.0
2125
170.0
1387
170.0
25W
170.0
1488
170.0
2975
170.0
1529
170.0
3400
170.0
16
1346
170.0
1080
170.0
1570
17D.0
1209C7�.0194
1322
170.0
2019
170.0
1421
170.0
2743
170.0
M05
170.0
2892
170.0
71i29
170.0
3140
170.0
1694
170.0
3589
170.0
1705
7gin
170.0
1122
170.0
937
170A
170.0
2302
170,0
1564
170.0
2763
170,0
1700
170.D
3223
170.D
1777
tT0.0
3683
tt0.0
1798
E
781n
1T0.0
1151
170.0
867
170.0
1391
t70.0
1118
170.0
1611
170.0
125012
1369
1T0.0
2072
170.0
1474
1328
170.0
114
170.0
1594
170.0
1326
170.0
1859
170.0
14D81Z5
170.0
1653
1740
2381
170,0
1793
1709
2658
170,0
1816
170.0
3188
170D
2125
1580
3413
1ee6
2471
1365
3413
770.0
96Igain
80 kn
170A
170.0
1417
170.0
1232
170.0
1700
170.D
1434
170.0
1993
170.0
16M57
170.0
1794
170A
25SO
170.0
1952
170.0
2833
170.0
2095
LOA
3199
1T0.0137.1
3199
ifie.fi
2470
120.0
3799
458.1
742a
tea in
170.0
1694
170.0
1409
170.0
1913
170.0
1647
170.02231
170.0
1870550
170,0
2078
164.8
7781
170.0
2271
146.3
2781
161.9
2333
123,8
27a1
140.4
2281
105.9
2781
126.9
2234
92.7
2781
116.0
21801111n
1633
170.0
1454
170.0
1986
170.0
1700
170.0
2293
170.0
1932021
170.0
2149
151.8
2032
182.3
2245
138.6
2632
148.4
2216
113.8
2032
720.4
2188
97.8
2632
115A
2126
85.4
25M
108.3
20901201n
170.0
1771
170.0
1580
170.0
2125
170.0
1859
154.4
2252
7549
19B152
141.E
11)ed
120.1
2252
1272
1978
108.1
2252
110.1
1915
B0.1
2252
89.8
1872
772
2252
88.9
JWS
a7.9
2252
81,d
1808144N
170.0
125.1
15&
125.8
1415
104.3
1564
1041
1475
a8.4
7586
81S
/407584
80.7
1390
645
156a
M.
1373
62.8
1584
(i5.7
t358
fiat
1564
56.0
1330
4.7
1564
492
1305
39.1
1581
44A
12a3
TABLE 136
Anchor
3ubatmt 2 7k Camrele
Comp
3 5k cm.
Table bs
MON CMU Flied CMU PT Wood Mehil
2 SI
Anchor Clip Patterns
Y
1-1/4
1-1W
1-1l4
IA14
11/4
11/4
Y
1318"
1
Embedment t
2Arwh=@Tj5'M 0O.C./8tVdardna0 et C9p(FlO.1&2):
ta/4'
3W=
1.3/4•
390 ks
1-314"
450M
1-314•
8901he
1644109
Zf016s
2601ba
354Iba
7400x
3741b9
6641bs
9461be
341 IN
4421m
5BOlbs
4 Anamm B 4.68• Min O.C. / 3[endard (a Oaseq qi0 lFb. 9):
700 Ua
780 Ibs
W11bs
1780Ibs
32321bs
540 Ibs
560 Ihs
708I6s
74a01m
748 Ibs
1272 Ibs
1802lbs
682 fbe
88516s
112016s
e Anchae 01.71• Mln O.C.) SlandeN (orOOseq Clip 4}
1180Ibs
MOO Ibe
10101.
25951bs
WA
WA
040Ihs
NIA
10651m
WA
WA
WA
13831hs
1T7a Ibs
22401bs
4 AmnM6 B 3• Mn O.C.I (2) 2r5An9Ln C9ps! (RO. 4
760In
7801bs
6801bs
15601bs
18B61hs
5101bs
6601bs
WA
7601bs
7481bs
900Ibe
188214
8021bs
BBS Os
11271bs
22401bs
e Anohom(r93•NIn O.C.I(2)2x5 Angle CGps!(R0. 6J:
15601hs
15600u
136016a
312016s
37929e
10g0 ms
117D Ws
WA
15201hs
1498 Ors
iTeO ks
378416e
13031bs
17701bs
12 Arch= 0 IV Min. O.G 1(2) 215 An019 COPS! ff7g. 7J:
i6fi016s
21001os
14401bs
318016s
WA
WA
1320 lbs
WA
1500lbs
WA
WA
WA
2045Ihs
265/ ms
33EO Ibe
4AMhas 001.34.'Min. O.G/LLdiD,kOo .125•Ahura. (FlB-B):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
N/A
1430Ibe
260 Ibe
i
BAmhora Og 0.84' MIn, O.C./ U{9ip, Into .125" Alum. (Flg. 9);
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
374 Ihs
WA
636 81s
WA
948lbs
WA
'341 Ihs
4421bs
580 Oxs
2 ArroFpm ®4.6 Min. O.CJ F-00p (F"Ip. f 0):
390 Ihs
3901bs
4501bs
890Ibs
181fi Ibs
270 Ibs
280lbs
354 roe
74U IM
WA
WA
602Ibs
6851b3
11201bs
d AnchOra ®171' Mh. O.C/ F•Mp ft. 111
590Ibe
700 Ibs
505lbs
Men*
WA
WA
4701ba
WA
533Ibs
WA
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: '
e.
114' SS Eko
SI18' Elao
1!4' S8 Eka
Y70 61e 1
9123feel
•12 31ea1
Anchor Type:
3/16`EIco UlVocm
U4-EIco UOtacan
5l16' Eko
Uibecm
yi6'Elm Ultrocan
1/4'Eka•Nbvcm
AOOraGata
llOreeorn
AOOreGetOr
Suety (G5)
Screw (GS)
Suety {GS)
Edge Ostanoe 9nT
1' 2•UY
1• 2-12°
3-1/8'
1' 2-12'
I' 2-1R'
Y
3-iPY
Y
0.48' •
0.94-
ale'
0.324'
lades
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 8: FIGURE 10: FIGUREll:
FIGURE 5: FIGURE 6: FIGURE 7:
ANGLE
• • • • • • • • CLIP
(FIGURES
• • H
• • • • 5-7)
MUST BE
• • • • • • • • USED IN
PAIRS.
kNCHORCAPACITYADJUaIMenr rvncmuua:
(DP„)X ( ANCHOR CAP.eo,,\ ANCHOR CAP.,.,
MULLION CAP.,a.a.,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 MAYBE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
1) SEESHEET 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 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125•
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO
BEAT LEAST .125" THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW •2' X 6' X .25'
THREADS BEYOND THE MATERIAL. #10  ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S. OR 410 S.S. MULLION
PRODUCT REVISED
as comp)ying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
By /C
�`t ANY LYN/y
a • �10EN@E'• ����
No. 58705
%pO� -• SATE ; 1V
'A.LNW)Q ybtiz� P.E.
FL P.E.# 58705
TABLE14A
Mufflon CapacitV Table slRt '
Opening Widih (for vwerWU llyspmi drg
mWIans) orOpentng HeIgM (torhWcli ga*Vaming MLGorls)
W In so In 701n W In
RectanguYar 7rap'Trlmq. RectargNar TTaprldang. Rbetmwla T2prl-n9. Rectan9uler Top/Tderp.
901n t001n 120 In 1401. 160 In
R-d-19wer 7r4pRAerg. Rectengumr T2p'Merg. Reelangdar Trbp(Illag. Rectarpuer TrayTdalg. Re0lmgular 7a-frog
Loading Loadirg Loedug L0a8rp Lodding Loatlllg Loading loading
116"7c2.11"
L-ding Lnedag Loading Loading LOadln9 LoadOg Lmdlrg Lodding
Lmdl'g Loading
Y..126" Alum
Tube Mull
a
z•
dig$
',�
b'
&
+�'
s
L�
$
-.
1s
�
8��is
Fix-
§
'�`SS
i
``�o�-g�.
4
dc
@
42 h
144.2
SM
167.0
428
12a2
526
14&9
419
1030
SO
1369
414
90.1
526
134.6
411
all
526
134.1
411
121
526
1341
411
601
sm
134.1
411
81.5
528
134.7
411
45.1
526
130.1
411
481n
966
403
108.0
333
90.5
400
90.T
323
69.0
403
B8.4
320
fi0.4
403
81.4
317
63.7
403
79.1
315
463
403
736
314
40.3
403
362
78.6
314
2W
3q.5
�.4
403
302
76.8
635
314
283
30.2
25.7
403
36Z
7fl6
635
374
283
W.6ZS in
541n
B2.3
67.9
362
318
91.0
74.1
3D7
267
6aH
56.5
3R
316
79.3
642
294
Z81
58.8
48.5
362
318
71.9
57.7
�9
256
51.5
m4
36Z ,
316
67.2
M5
286
253
45.7
37.7
362
318
64.6
W.8
284
250
412
339
S62
318
836
435
283
2d9
343
3t8
m
24.2
31B431
248
21.2
316
49.1
248
W In
49.5
230
W.1
218
4t2
75B
45.7
214
25.3
25B
40.7
Z10
3Q9
Z66
37.2
207
27.5
266
34.9
204
247
2S6
33.4
203
.3
20.8
258
17.7
258
322
201
15.5
268
322
201
J
Win
427
234
46.6
200
35.6
234
39.1
795
30.5
234
34.7
192
28.7
234
31.6
189
23.7
234
29.4
168
21.4
234
28.0
237
164
169
17A
1S5
234
213
26.6
22.2
183
167
15.3
133
234
213
26.5
220
1B9
16B
13.4
11.6
231
213
220
1 68
,f 66h
372
213
39.4
183
31.0
213
337
179
28.5
213
29.8
176
232
213
2T.0
1T3
20.E
213
25A
170
18.8
213
72 in
28.8
178
�-I
185
23.9
179
25B
152
20.4
179
225
149
17.9
179
263
147
15.9
179
18.7
145
78in
Z0.3
161
25.4
140
20.3
i;W
21.a
131
17.4
161
19.0
136
15.2
161
17.0
133
78 in
225
152
23.6
133
la e
152
lag
1317
161
1 152
1 17.5
1 128
TABLE 14B
glmsirdte:
Xncnvr
2.A CO-te
°.aya..,.>
Cac.
,ouw .ram
4000a CMU
F91ed Ct4r1
PTWow
Meta
5/16'Eko
51
1/4°SS ElcO 5/76'Elco
114'SS FJco
9t 1
A10 Steil a125ta1
7112 S1er'I
Areho[TypG
31,6•Eko Utrdem 114•Etc0111r 11
UOram
3116"Etco UttraeOn V4•Eko Uttrecm �¢�y Ulfr4LOn
AggeC;aor
S10SIe5) 3cr
semwto�
AnehorCUP PaMMs
3118'
7• 2-7/2" 1• &72• 7 3-VB•
2
848• 0.54•
0.32d°
Ed3e DLstarsepnk
1• 2-tY1 7° 2.12•
7
1-lee 1-VI• 7-'11r- 1-V4° bv4• 14/4•
2•
t-9l8'
EmbWMent k
13fa• 7�4• 1;L'4' 1�l4'
75W 23
Mas
540 as To wA 7W 169 748 gxi BfibIIL1
iW211x
6B21ns ea5 ns
7430 ms
a A(Ztmm@ Mn.O.C-102t5Afg*CgPS/
.tk
78011a Mim 690 tte
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:
(OP,•,) X r ANCHOR CAP.,'- _ ANCHOR CAP.-
`MULLION CAP.,,a,,,,,,,,,,,)
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAYBE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1:
- 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
• • ' O HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF .745"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04T 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 #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 1" S.S. OR 410 S.S.
A
n�
PRODUCT REVISED
as cometying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/2612021
By
Mlaml-Da�Product Control
%tIll111rr
``'�`�ON GE SF/l�F%i
ATE �`
•'ItORIDI!.••'•
'O�1NAL ENG��•
A. L7N1viIIIR �, P.E.
FL P.E.# 58705
TABLE 15A'
Mullion CapacityT•hle (IbsRt2
Opening Width ( crvertimly-sparring
mullions) or Opening Hoight (torhoft taty-6pannirg mullions)
501n
60 in
70In
BO in
50 In
too in
120 (n
1401n
1601A
326' 30
gulIngLmdkp
fiecmnglla4�1.
Reclangular
Traplideng.
Losdng
RedengWa
loading
'Oaprldmlg.
Loadrg
Rectangular
Leadng
TrapriIR
Lcalnedltg
ReetenguU
Tr4PRdaig.
Lmdrm
WctagWar
Leadn9
Traprnang.
Loaning
RKWgula
Loaft
hapmt-W.
Luadn9
Rectanguar
Loedn9
TreplTderr9.
Leedng
Fiectaneular
Lowing
11epRdeng.
Imdng
DEG. AL
a
8
oa
&
m
r
$
46Y
Zi$
za
d�
r@
Q�
c
@@
�6
�cS�a
qg
a'
Sp5�
?X
f
P�
S��
1s5
[z,
dK
c4P
ii
�@
�6
A4�
t�
d�K
€
6
F
o^
ci�
g`
�Z¢
o
@
c�
c
8
g�
¢
a
3
§�_
S q�
`s'P..
b'eBAYMULL
c3�
s�
q
�d
s�
f�.
75dA
o�
gq
dd
€
g
4
�_
�g
`�Z
kg��
d
$ia
42in
40 N
170.0
170.0
6W170.0
708
170.0
524
170.0
744
850
170.0
170.0
478
fi81
170.0
170.0
860
9�
170.0
f70.0
US
830
170.0
1T0.0
992
1133
170,0
170.0
170.0
170.0
1116
1275
170.0
170..0
621
677
170.0
170.0
1240
1417
170.0
170.0
521
600
170.0
1522
1408
1522
170.0
170.0
621
sea
170.0
130.5
1725
1622
170.0
170.0
621
680
149.1
114.2
1740
1522
170.0
170.0
6Z1
680
50.626N
170.D
747
170.0
5W
170.D
T'll
896
170.0
631
1709
10M
170.0
684
170.0
1195
--
170.0
1345
170.0
747
164.2
1443
170.0
756
1369
14e3
170.0
756
117.3
1/43
170,0
75B
to2.6
1443
170.0
756
61 N
170.0
797
170.0
812
B56
170,0
651
170.0
1116
170.0
764
170.0
1275
170.0
160.4
1353
170.0
037
144.3
1353
170.0
856
1203
1353
170.0
861
103.1
1353
170.0
861
902
1353
170.0
881
BON
170.0
B86
170.0
701
170.0
1067
170.0
7a1
1fi7.0
1218
170A
578
146.1
1218
170.0
128.9
1218
159.8
936
116.9
1218
1521
924
97A
1218
146.1
913
83.5
1218
145.7
913
73.1
1218
140.1
913
63 in
170.0
930
170.0
745
170.0
lite
170.0
850
150.2
-
168.8
933
131A
1150
153.0
11S.a
1150
141.9
898
105.1
1150
1342
885
879
1160
126.7
871
75-1
1150
1262
8T0
65.7
1150
1282
870
68 in
170.0
g74
1T0.0
709
152.4
1648
165.8
B81
130.E
1048
146.6
664
1143
1045
133.1
101.6
1048
123.4
839
91.4
1048
116.6
830
762
1048
199.4
M
65.3
1040
7082
818
57.1
1D18
1082
810
C
72N
1;0.8
680
1{7.8
TB4
117A
880
126.0
748
100.8
8B0
110.•
734
88.0
800
f00.0
78.2
880
92.0
712
70.1
B80
882
703
68.7
BBD
792
693
50.3
880-
76.5
688
44.0
880
76.4
fie8
78N
118.7
J80
125,1
690
59.0
TSO
INA
076
65.5
790
03.3
563
74.8
790
83.9
66.5t24
790
713
635
492
790
65.1
624
42.6.
790
S2J
$19
37.4
790
61.5
617
857
923
760
98.1
60
79.1
750
85.9
SM
69.2
750
T7.11
e1.6
760
65.7
605
462
76D
5BA
590
399
750
562
588
34.6
750
5,90N963
ge N
59A
495
74.4
61.1
500
443
60.1
49.5
563
495
829
61.5
491
435
61.6
424
663
495
54.8
44.8
483
42T
4ii
31-1
563
4s5
da9
39.91
40.1
33.D
T41629.7
563
495
40.9
33.2
462
409
30.0
2C8
6B3
495
962
29.1
452
400
35.a
21.2
683
495
33.3
26.6
445
394
lib
18.6495
563
3L0
25.0
/42
380
IOB In
41.7
'391
42.6
353
34.8
391
36.8
30
29.8
301
31.1
342
26.1
391
27.67
272
391
225
328
17.4
391
19.7
321
14.9
381
17.6
316
111 In
388
370
39.2
335
32.0
370
-0
330
275
370
28.6
325
24.0370
26.3
D
21.4
370
20.9
312
16.0
37D
18.1
305
120 N
30.4
317
30.9
288
263
317
26.0
284
21.7
317
225
280
19,0
317
18,9
276
taB
Zi4
144In
17.6
220
17.8
2M
TABLE 158
6 bstlete.
27k Comrele
Anchor capacity
Mic Cow.HAOOW
Table bs
rw1u
Filled CMU
PT Wood
Mete1
Anchor Clip patterns
Embednad (Nk
13l4'
13l4•
T6
1.314'
2'
1-1fP
1.714�I-IWJ
1.114
11f4•
Y
1
12Anahaa
@ S Min. O.C. / R)
2a5An{de Cops / (F10. 1S
950 ks
380 ax
49014s
B90lbs
1700 [be
270 Me
2SO Iha
374 lbs
720 ke
946 are
341 8rs
442 Me5604
1120 ms
Archvs 3S Mhc O.C. f R) 2c5 Angle CfiPs / (FIg. 2):
T80 bs
780Iha
7901bs
1870 roe
2525 Ns
5/0 tbs
5001hs
74B Ibs
9801W
iB9216s
692 01s
8851hs
13270u
16801bs
Anchors ®271'An81e Cli f(rig. r
11201bs
11201be
958lbo
224B IM
2264 keWA
840ft02210.6
u5f1fi'Eko
1/4. 6s Eko5I78'
ElcT14'
SS Eloo
g10 fifes(
%12 Steel
S72 Sigelnprty3I78'EboUllaoon
114•ElooUltraconEItS
Eloo UMrmon
1/4Ekolllmon
ApgieCtor
ulraoon(GEege
3-ve•r
z^
3-1re'
z•
D.4a•
D.s4•
0.3za•
09:mnca 0n71rz-vr
SIe'
�/8•
wees
FIGURE 1:
FIGURE 2:
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 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. WOO➢ SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125'
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK (18 GAUGE). STRUCTURALSTEEL TO BE AT
LEAST.125'THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP)X(ANCHOR CAP., ,,,,,,\ANCHORCAP.-
`LLIONUSE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED•CORRESPONDING TO AN
ACTUAL PRESSUREREOUIREMENTFORTHE
PENING, WHEN IT IS LOWER THAN THEMUWON
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
30' BAY
MUWON
Z
NDZO
U
PRODUCT REVISED
as complying with the Florida
Building CodeNOA-Nu.17-0630.01
Expiration Bate 05/2612021
By
Mlami-0�e Product Control
pN`f LYNA(
FNo.58705
S ATES'()/VAL EN."�A. LY iN11iAtiL1LER, P.E.
FL P.E.# 58705
TABLE IUA
Mullion Capaolly Table bslR2
Opaning Width (torveltip%sparring
mWow) or Opening Height ((ilr hod2wia%y-Spemrg mWdnorls)
50 inT435i?0.0
So in
70 In
6o in
901.
100 b
120 in
1401n
1601n
3.26" 46ding
TWap/rarpdu
laadsigLaaAn9
Trap/Tdang•
RvInnO f
Load'mg
TreplTrIam,
Lowing
RectanaWu
LoadmB
T-'rdan9.ReclaWpder
Loading
Leading
LOaAng
ReetaTropleng.
LOadng
wading
RectagularTrap/TAen9,
Loatl
Laedn9
RetangWar
Laadng
Trap/ideng.
Lcadg
Rech.9 u
lowing
T1ap/Tdnng.
tmdng
DEO.AL.�,
MULL�@
rR-l.,nVlw
�
��
u..
ci
0�
�
d`K
3
��
f
a
=u
�vtu
E
'd
dr�
€La�
s���
Ecd`a�'
;����
>;
•-a3BAY
�@u
utL
P2 In
110.0
B�
170.0
0
744
170.0
478
170.0
BBB
170.0
508
170.0
092
170.0
519
170.0
1110
170.0
521
170.0
1240
Ina
621
170.0
14M
170.0
521
170.0
17351871
17a0
521
48m
170.0
103
17D.00
BSD
170.0
584
170.0
892
170.D
63D
170.0
1133
170.0
661
17LO
1275
170.0
677
170.0
1417
170.0
680
163.7
1637
170.0
680
140.3
1637
17I1.0
880
IW7
170.0
630
50.6251n
170.0
747
1T0.00
898
170,0
831
17DD
1018
t70.0
684
170.0
- 1105
170.0
TM
170.0
1345
iT40
747
170.0
1494
170.0
75B
1i7.1
1562
170.0
75B
128.1
1562
170.0
758
110.4
+552
170.0
758
541n
1700
797
170.0
612.
1T0.0
056
170.0
881
170D
1118
170.0
754
170.0
12T5
170.0
803
170,0
1434
1709
837
1562
149
170.0
89
129.3
140
•170.0
861
110.8
1455
170D
861
07.0
1455
170.0
861
601n
170.0
8&9
170.0
701
170.0
1063
170.0
797
170.0
124D
170.0
876
157.1
1309
170.0
944
139.7
1309
170.0
998
125.7
1309
153.5
Bed
100.8
1309
157.1
882
89.8
13119
157.1
e82
78.8
1308
15Z1
9B2
63 in
170.0
ON
170.0
745
17D.0
1118
170.0
650
f829
1247
170.0
940
142.1
1247
18/.5
887
12a,7
1247
1528
885
114.0
1247
1M.3
952
95.0
1247
1382
B36
31A
1247
135.7
935
71,3
1247
13&7
935
r�
as
170.0
074
170.D
789
170,0
1169
170.0
90
148.4
1190
1627
965
129.9
1190
147.9
045
115A
1190
13&5
928
103.9
1190
I2&4
014
88.8
1190
119.5
eB6
742
ilea
118.1
ON
84.9
1190
118A
BE
e
721n
161b
101D
169.E
877
734.7
1070
144.6
858
t15A
1010
1272
842'
Y01.0
1010
114.7
878
89.8
1010
10i6
817[e-8.7
1M0
98.9
807
87,3
1010
809
795
67.7
1010
87.8
780
50.5
1010
81.7
759
J
761n
137A
906
143.8
7B2
114.5
908
1220
775
96.1
BOB
107.1NaS.9906808
96.2
749
7&3908
88.2
738
908
823728
67.3
906
74.7
71B
48,1
808
71.x
716
42B
908
.,
0�
78 in
127.1
e61
1326
754
1059
861
1125
77B
80.E
BBl
BB.B88t
88.5
713
70.0
881
BID
703
887
75.4
694
53.0
861
BB.i
681
45A
861
94.5
8T5
39.T
861
&1.
BD in
027
8/6
a9.4
57l
68.8
646
721
564
59.1
616
629
618
5&1
545
48.0
SW
509
537
-
47D
53D
316
646
41S
519
29.5
Ue
382
511
25.8
SM
36.5
507
86 in
6B2
588
T0.1
SOB
SB.B
588
58.1
409
48.7
568
51.4
568
45.8
403
37.956841.4
478
568
3&1
470
28.4
668].4
439
24.3108In
47.9
442
48.9
405
39.9
449
412
399
342
449
35.7
449
31.7
337
25.6
449
2&8
17.1
44.7
425
45.0
385
36.8
425
37.9
37a
31.5
425
328
425
29.1
367
24.5
425
15.8n35,5
331
29A
354
29.6
325
249
364
25.5
364
228
317
19.4
384
20S
313
364
i67
309
1441n
202
253
10.4
233
16.8
253
17.1
230
TABLE 166
Anchor
Capacity Table Iba
3ob5trate: 27k Cancrete
3.5k Cam
Hog-CMU
FaW CMU
PT Wood
Mew
SWt6' Eko
1/4- SS Eko
UW E -
lW SS Eko
010 Steel
812 Steei
012 sted
Anchor Type: 3/16- Eko Ufosca"
1/4' Eko Uth.-
lavacon
Me, Ek" Lilt-
1/4' Eko Ulheccn
Ag92GaWor
Ulhacon
AgmrG Wl
Screw (G5)
Screw (GS)
Sumr Me)
Anchor Clip Patterns
1'
2-112'
3-+re•
r
2•trz•
r
z•1n•
2'
}v8•
7
0.48'
0.64'
0.324'
Etl0a Gs1aroe0nl:
Ernhedmeld Dn): 1314'
13r4•
1.3f4•
1314•
7
1-11'r
1.114-
}1/4'
1-1l4`
1414'
i•1/4'
7
1318'
13re'
reAes
2 AnCMro QQ S. Min O.C.! (2) 2X5 AngL mPs I (Fig. i): 390165
380 bs
4501bs
890 0We
1700 ars
2701hs
280 fba
354 ms
7401hs '
37d Ibs
72016s
9461bs
M. 8xs
4421hs
ks
4 Anch0. QQ 3.5' Mirt 0.Q 1(2) 215 Angle COW 1(FIg. 2) 780 Q14
78O ks
7901bs
10701hs
2525 Rs
3401hs
5601be
WA
11201bs
7481bs
SSO IM
1592 Its
B821hs
8851M
11201bs
...
• n O.C/ (22Annt CW (Fg.310
AMro Q2M
1120he
95 ms
WA
1059b
WA
1320 k
7 h
16d016s
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 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 G•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 STEEL TO BEAT
LEAST .125' THICK AND A36. ALL ANCHORS I111TO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18A S.S. OR 410 S.S.
ARl.r1UR \rN1'N1,11 i NwuJr
(DP,®) X ANCHOR CAP.,,\ =ANCHOR CAP.,,,
MULL.,
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 CAPACMYTABLE,
o
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❑
!n
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ZaOo
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0
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
NY LYNNse
,yj''•,
_ * No. 58705
TATE F70
(V�`
r is q
/A 2YNN ry71 LEf31P E.
FL P.E.# 58705
CnI
�I
W
1.000" I--- 1.000"
{ 1.000° - --{ 1.000° r-- .125-
125'
5'
2.750° 2.750" .126" 3.125.123.18V
.125' 125'
r
5002.000• 2.00D" zss•
126' L 375' • . "I .
r
VX2°X.125'MU TLUON 1- X 2• X.375' MULLION V X 2.75' X.375°MULUON 1'X2.75"X.650'MULLION 1'X 3.125" X.5'MULUON 1.25•X3.188"X 285'MULLION
6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6ALUM, 6083-T6 ALUM. 6063-T6ALUM. _
XSECTION X•SECTION XSECTION XSECTION XSECTION X•SECT ON
II STANDARD CUP
2 000'
6063-T6 ALUM.
XSECTION
I
.125"
4
5.500' 3-4----_cru_T HERETO J
375"
BE
.375-LIE4EMIN.
MIN DETAILF,SHE
...........
-------.r----
- A
L_ -_--JI LR______
�- STANDARD CLIP
6063-76 ALUM.
CENTER OF ANCHOR HOLE MUST UE TOPVIEW
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 5.17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER+ 1/16".
.375°
.375^ MIN.
MIN.
- --------�
r---- i---___
I I I
I I
I
I I
I I I B
I I I I
I
2.125'
U-0UP
6063-T6 ALUM.
XSECTION
125"T
- .7410" F--
E
.338"MIN.
A I U-CLIP
6063•T6 ALUM.
TOPVIEW
Z
NTEROF ANCHOR
LEMUST LIE
THIN THE DASHED
BOUNDARY. SEE
SHEETS 5-17 FOR THE
ANCHOR O.C.
DISTANCE MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
DIAMETER + 1/16°.
2X5 ANGLE CLIP
6063-T6 ALUM.
2.00" XSECNON
125'
�5.000'
376" MIN.
-- -- --
?X5ANGLE CLIP
6063-T6 ALUM.
TOPMEW
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5.18 FOR THE
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER+ 1116'.
Mull Dimension (sheet
PGT Part#
Mullion
Std. Clip
Offset Clip
U-Clip
Angle Clip
1" X 2" X.125• (5)
66805
666113M
6661118M
666243M
666511 M
1" X2" X.375' (6)
666OD6
666114M
6661119M
I 666244M
666512M
V X 2.75" X.375" (7)
66607
666115M
6661120M
666245M
666513M
1" X2.75" X.650" (8)
66608
666118M
6661121M
666246M
666514M
V X3.126" X.500" (9)
66637M
6661116M
6661114M
666242M
666515M
1.25' X3.188" X.265' (12)
66641M
6661117M
6661113M
666241M
6MS16M
1.26"X211"XA25"(18)
I M70
I N/A
N/A
NIA
668517M
C OFFSET CLIP NOTES:
25• 6063•T6 ALUM.
I TOPVIEW 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
.740'44--i
EE 2) SEE SHEETS 6-9, 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
TAR[ F A
Dimension
Value pn)
For Mulllon:
A
1.625
2'
Aluminum 1'Xnum
Tube Mullion
B
2-654
C
0.895
D
0.740
A
1.125
VAlumfium Aluminum
Tube Mullion
B
2.404
C
0.635
D
0.490
A
1.875
1" X275"' X
376 Aluminum
Tube Mumon
B
3.000
C
0.757
D
1.118
A
1.312
T X 2.75" X
.650'
Aluminum
Tube Mullion
B
3.000
C
0.476
D
0.836
A
2000
1" X3.125" X
.500' Alum
Tube Mull
B
2637
C
0.B63
D
1.137
A
2.625
X.2X385" Allumum
.2
Tube Mull
B
3.262
C
0.B62
D
1.762
1.813
!1.26• X 2.11'A
21° Alumube Mull
PRODUCT REVISED
as comPlyin with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05126/2021
By
MIamF � Product Control
�\1 IjN 1LYIViv
*?'� .•'• LIGENSF'• ���� %
, No. 58705
FL P.E:8705
1.25" X 3.25° X .100" 126" X 3.25" X .624°
MULLION MULLION
5m5-T5 ALUM. 6005-T6 ALUM.
X-SECTION X-SECTION
/+
i
1 i
6053-TO AL
STANDAROCU
116063-TU ALUM
125
740'
{�{ 125"
I
2.125"
u-CUP
8063-T6 ALUM.
X-SECTION
126"J
.375"
6,b00°�
'T'-MULLION
CUT HERE TO
6063-76 ALUM.
063-T6
37�
3.125"-j _CREATE FLLIP, SEE •375°
XSECTION
MIN
I DETAILF,SHEET4
1.250"
1 I I I
i I I 1
2.875°�
I I I 1 I
I I I I
I I I F
3.94'
I I I I I
I I I I
.100°
I I I I
624°
rt L STANDARDCLIP
--('
CENTER OF ANCHOR HOLE MUST LIE 6053-T6 ALUM.
-^1 .820' F
WITHIN THE DASHED BOUNDARY. SEE TOPV EW
1.25"X 3.94'X.624'
SHEETS 10.17 FOR THE ANCHOR O.C.
MULLION
DISTANCE. MAXIMUM ANCHOR HOLE
6005-T5 ALUM,
DIAMETER: ANCHOR DIAMETER+ 11160.
XSECTION
r-'-.•-r-4
.226"J [--.981--1
375°
MIN.
I I
I I
I I I
I I
I I
I I
L J I
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,
375'
I
I
I
I I
H
OFFSET CLIP
6063 T6 ALUM.
TOPVIEW
ON Q
w,6
I A
2.000° 2X5 ANGLE CLIP
6063•T6 ALUM.
XSECTION .125" N
Z ;NFU
A
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 10.20 FOR THE
ANCHOR O.C. DISTANCE MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER+ 1/16•.
'375'
CENTER OF
ANCHOR HOLE
I
MUST LIE WITHIN
THE DASHED
BOUNDARY. SEE
F
SHEETS 10.17
FOR THE
ANCHOR O.C.
DISTANCE
MAXIMUM
.
ANCHOR HOLE
DIAMETER:
ANCHOR
DIAMETER + 1116'.
U-CLIP
6063-T6 ALUM.
TOPVIEW
TAR] F r:
Oimenslon
Value (in)
For Mullion:
F
3.687
1' C4" X
G
1.000
.126"
Aluminum
H
2.680
1
3.000
Tube Mullion
F
3.187
1"X4'X
G
0.767
.375"
Aluminum
H
2.430
I
3.000
Tube &'R"
F
2.250
125'
G
0.750
X.1w,
Aluminum
H
11500
I
3.250
Tuba Mullion
TAR] F r` r..nK1T
Dimension
Value (in)
For Mullion:
F
G
1.938
0.500
1.25 X 3,25
X.624"
Aluminum
Tube Mullion
H
1
1.438
3.250
F
G
Z025
1.126
1.25' X 3.94"
X.624'
Aluminum
Tube Mullion
H
1
1.500
3250
F
2. 113
30' Be MUII
F
2.676
45° Ba Mull
MIN.
2X5 ANGLE CLIP a d'O s.0
6063-T6 ALUM. d' mD'
TOPVIEW M'� ��
PRODUCT REVISED
as comptyln , with the Florida
Sullding Code
NOA-No. 17-0630.01
0
Expiration Date 05/26/2021
K� By
Mfaml ade uc Control
z
z
..111{11111//•.
Mull Dimension
(sheet#)
PGT Part#
Mullion
Std. Clip
ONaet CUP
U•CI]p
jAngleCUP
1°X4-X.125-(10)
69364
666111M
6651122M
666241M
666518M
1° X4° X.375' (11)
68610
666112M
6NI123M
666=M
6WS19M
1' X4' X.375''P (11)
1,26- X3,25' X.100° (13)
1.25" X3.25' X.624" (14)
66653
20160120312
20161120316
666112M
6661127M
S661128M
6661123M
6661124M
6661125M
666242M
6662410M
6662411M
66S519M
6665115M
6665116M
1.25- X3.S4" X.624' (15)
20162
6661117M
6661126M
GM41M
666517M
30 Degree (19j
66649
WA
WA
WA
6665110M
45 Degree (20)
FOE-
WA
1 A
N/A
6865111M
z
* : No. 58705 .'
6 �Z
1/ "ONAL EN.�`.
oA.
LYNN IMILLER, P.E.
u
FL P.E.# 58705
Mull Dimension
(sheet#)
PGT Part#
Mullion
Std. Clip
U-Clip
Angle Clip
2"X4"X.25"(16)'
66602
666261M
666271M
6665112M
2" X6" X,25" (17)
66604
666262M
666272M
6665113M
STANDARD CLIP
2.000° 6063-T6 ALUM.
X-SECTION
NOTES: I
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.
CUTHERETO
3.500" cREATE F-CLIP, .375'
.375° CC _SEE DETAIL F.
MIN. r SHEETd MW
---- -- -------I
I
I I
1 I
4.000"
I I
I
3.438'.250"2"
0211-
X 4X.25'MULLION6063•TS
ALUM.X-SECTION
-----------------
L_ STANDARDCUP
CENTER OF ANCHOR HOLE MUST LIE 6053-T6 ALUM.
WITHIN THE DASHED BOUNDARY. SEE TOPMEW
SHEETS 16-17 FOR THE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER ANCHOR DIAMETER+ 1/16'.
r--2000"— i
.375°
MIN.
3.500"—II
CUr HERETO
CRTEF•CLI
rSEEDETAILF,
SHEETd
375„
MIN-
----- --
-
------
I
L-------�
I
I
I
I
I
I
I
I
I
I
I _
I
I
I
I
I
T-
I
I
I
I
I
I
I
--r
I
I
4.68
YXB'X25"
I
I
I
I
I
I
� 'I I
MULLION
j
608376 ALUM.
I
XSECTION
I
STANDARD
CUP
606346 ALUM.
TOP VIEW
Lj U•CLIP 2X5ANGLECUP
2 125'6063-T6 ALUM. 606346 AL N
XSECTION 2.000•.125" .125'i-1.4913-4
.375'
I
+ 3.438"
I
U-CLIP, 6063•TO ALUM.
CENTER OF ANCHOR HOLE MUST LIE
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 1'17 FOR THE ANCHOR D.C. _
DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER ANCHOR DIAMETER i 1116'.
.375°
.I
I
1
U-CLIP
6063-T6ALUM.
USED FOR 2" X 6' MULLION, SHEET 17
TOPMEW
�5.000` 375'
MIN.
T- -----------T.
I I
I 1
I I
I
I I
L--------I
I
3.4I35" I
I i L I -j MINMIN
2XS ANGLE CLIP
CENTEROF ANCHOR HOLE MUST LIE 6063•T8 ALUM,
WITHINTHEDASHED BOUrt'DARY.SEE TO".,
SHEETS 16-17 FORTHE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER ANCHOR DIAMETER + 1/16•.
6.438"
I
F----------------
I
I
I
I
1
I
I
I
I
I
I
I
I
I
I
I
MIN.
I
Of
'o
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration "_te 5/2612021
BY z .
Miami—
a Product Control
I 1111111i
I
LYNIv
� � ��;.•'� L10EN$F ?Ji��
No.58705 , '
.375"
v`
----------- MIN. -; t
2X5 ANGLE CUP i�s'F��RIDi`•.•'G\��
6063-T6ALUM. s70NAL EN�•�•
TOPVIEW A. LY NtWI!�K P.E.
FL P.E.# 58705
EXAMPLE
72'
MUWON
LENGTH
1: SINGLE VERTICAL
NO ANCHORS
—SEE
PrcNESTRAnON
PRODUCTS
APPfiovAL\
NOIwcHORS IN
3Y
��
OPENING
MULLION
IN HEAD
m`01
SEE
mrroOW SILL
3Y
MULL WIDTH
WIDTH
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4. THE OPENING REQUIRESA DESIGN PRESSURE OF+6(3.0/-60.0 PSF.
1) INITIALLY ASSUMING THAT A 1- WIDE MULLION IS SUITABLE,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 MULUON TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1WAND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF +60.01-60.0 PER IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE
FROM TABLE 3A, SHEET 7, THE T X 2.75' 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 .650° MULLION (LENGTH - 72, OPENING WIDTH - 70') HAS A DESIGN PRESSURE OF+(-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LES.
2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 912 ANCHORS AND THE ZX5
ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LES. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL.
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILLAPPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE.INSTALLED IN ACCOFDANCE 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 SE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:
836 LRS
(60 pSF) X 524.9 LBS (MAY 8E USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B)
) =
72.7 PSF
m
®off o
off` m
a L
i
tO
N
d• m F
ZU
O 3
� � ]
o F
W CD co
DO CO
to
~ L
9L m `
Z
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2.3/8%THE OPENING REQUIRES A
p 3 2L
,C
O ��
DESIGN PRESSURE OF+50.0/S5.0 PSF.
FOR THE VERTICAL MULLION:
~ Q N
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,
Z
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL
U) aJ pm Ec
a
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50,0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
U7 J w
EXAMPLE 2: MULTIPLE MULLIONS
' SEE DETAILS,
FROM TABLE 3A, SHEET 7, THE 1°X 2.75'X .375° MULLION (LENGTH = 108", OPENING WIDTH = 807 MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS +/--15.1 PSF
LIJ d
Of
MULLwIDTH-1t- SHEETS 2.3
'AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
SSSCCC Q
W
FROM TABLE 12A, SHEET 16, THE 2' X 4" X .250° MULLION (LENGTH = 108°, OPENING WIDTH = $01 HAS DESIGN PRESSURE OF+/.64.7 PSF WHICH EXCEEDS THE REQUIREMENTS
a E Z
gio
FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
-7 $ .. M s.0
€�'mD
BECAUSE IT IS NOW KNOWN THATTHE MULLION WILLADD 2" TO THE WIDTH OF THE MULLED UNfT,THE ADJUSTED OPENING WIDTH IS 36-+3V+2'-74°, NOT 73" AS PREVIOUSLY
g
g
3 FENESTRATION DETAILS,
PRODUCTS SHEETS
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
PRODUCT REVISED
APPROVAL 24
THE 73" DIMENSION (35-1/2"+35-1/2°+2°=73").
as eom I I' Wlth the Florida
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2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED
Building Code
NOA-No. 17-0630.01
CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
!ER CAL I
I
USING THE STANDARD CLIP WITH (6) 3/16° ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-1/2- GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
o Expiration Date 05 6/2021
MULLION ` SEE -SEE
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
LENGTH
a DETAILS, DETAIL E.
SHEETS 24 SHEET3
FOR THE HORIZONTAL MULLIONS:
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OPENING
HEIGHT
BECAUSE THE VERTICAL MULL WILL BE A2° X 4" X.250° MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MUWONS, ALTERNATIVELY, ANOTTiT3Z
HORR
MULLION72"
MULLION TYPE COULD BE CHOSEN.
THE MULLION LENGTH IS 38' AND THE OPENING HEIGHT IS 32"+72"+2°=106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE
N
0
1)
USED. FROM TABLE 12A, SHEET 16, THE 2° X4" X.250° MULLION (Q LENGTH = 42% OPENING HEIGHT = 120-) HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
SEE
DETAILS,
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8°
Z
SHEETS
WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE USING THE 2X5 ANGLE CLIPS WITH
I I I I 1 I
23
(4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED
T
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ANCHOR CAPACITY OF 521 LBS.
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'
36-, HCR7- 3e•, Hoaz 4) FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR
MULL LENOTH MULL L�'GTH CAPACITY IS 1074 L8S WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE,.FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE
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ANCHOR TYPE IS A 912 STEEL SCREW,
.*.: No. 58705'
OPENING WIDTH FORVERIICAL MULL
FROM THE ABOVE STEPS. OUR MULUON DESIGN PRESSURE IS:
+/-64.7 PSF FROM THE VERTICAL MULUON;
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+/-170.0 PSF FROM THE 36"HORIZONTALMUWON ATTACHINGTO CMU;
' +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULUON (INTERSECTION)
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THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOU).D APPLY TO ALL OF THE MULLIONS.
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VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
PRODUCT BE INSTALLED IN
} !`lS70A/AL
P.E.
1
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION
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ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
FL P.E.# 58705
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III% i
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF VERTICAL
MULLION
EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING:
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"4444
HINGED
DOOR
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im
/
/
LOADING OF VERTICAL MULLION w � cot � �p
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)ACING OF HORIZONTAL MULLION Q a ti
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PRODUCT REVISED
as eom lying with the Florida
Building Code
ItoA-No. 17.0630.07
Expiration Date 05/26/2021
OADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
NOTES:
By
Mla .-0 a Pro uct Control
1) DRAWINGS ARE
RERE5I�ITAl IONS OF TYPICAL
PWFtCONFIGURATIONS.
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
THOSESHOWN.
2) IF THE LOADING TYPE CANNOT
• ��
BE DETERMINED, USE
PW RECTANGULAR LOADING.
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3) SEE PRODUCTS' APPROVAL FOR
T} . NO. 58705
•� �•
ACTUAL ANCHOR LOCATIONS.
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LOADING OF HORIZONTAL
AS MIII��` P.E.
MULLION
FL P.E.# 58705