HomeMy WebLinkAboutNOAMIAMI-DADE _ . MIANII DADE COUNTY
e PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy
Lawson Industries, Inc.
8501 NW 90 Street BY
Medley, FL 33166 1$ Lucle counh,
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 ac epted by Miami -Dade County RER Product Control Section to
be used in Miami Dade County and other areas whe e allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this
product or material tested for quality assurance purposes: If this product or material fails to. perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to .revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.-
DESCRII'TION: Clipped Extruded Aluminum �ube Mullion w/ and w/o Steel Reinforcement — L.M.Y.
APPROVAL DOCUMENT: Drawing No. LAW-ML-1001 Rev D, titled "Aluminum Tube Mullions" sheets 1
through 10 of 10, dated 04/27/10 and last revised on NOV 21, 2017, prepared by manufacturer, signed and sealed by
Thomas J. Sotos, P.E., bearing the Miami-Dadei County Product Control Revision stamp with the Notice of
Acceptance number and expiration date by the Miarlhi-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. See Non -reinforced mullion tributary width (W) VS span and type in sheet 3. See reinforced mullion tributary
width (W) VS span and type in sheet 5. See mullion types and properties in sheets 2 & 4.
2. See clip anchors type selection in sheet 10 and installation in sheets 6 thru 9.
3. Lower design pressure of the mullion and/or glazing product may control for the entire assembly and to be
reviewed by AHJ.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
.INSPECTION: A copy of this entire. NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No.17•-0222.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
rtuartt•r3ana couNrir NOA No.17-1212.24
c e Expiration Date: May 30, 2018
Approval Date: February 01, 2018
Page 1
AAflOD3379 AR#0911105
APPROVED [] REVISE & RESUBMIT
® APPROVEDA'; X;RECTED E] REJECTED
This reviara is only for general cerfonnance 111.9 design concept of the
pmiNl and gene al compliance with a o infonilati0n given in the contract
dc~_rnens . Co-1 �,tions er cDrrcments rrxda on the s; op d:-wings during
this rv�Jiz�r do rot reliel'e 0'ce e�nfractorfrom compliance with tho regUre-
rra.:s of tea pans and Approval of a specgc item shall not
in elude approval e-f an assembly of which the item is a component Con-
truior is responsible for. Dimensions to be confirmed and correlatad at the
jab sire; Info. -oration that pertains solely to the fabrication processes or to
the means, methods, techniques, sequences and procedures of construc-
tion: coo dination of the work of all other trades: and for performing all work
in a safe and satisfactory mariner.
DOTE: +'%i —BY:� -
Lawson Industries, Inc.
8501 NW 90 Street
Medley, FL 33166
SCOPE.
This NOA is being issued under the applicable rules an
documentation submitted has been reviewed and acce
be used in Miami Dade County and other areas where pa
This NOA shall not be valid after the expiration date A
(In Miami -Dade County) and/ or the AHJ (in areas of
product or material tested for quality assurance purpos
manner, the manufacturer will incur the expense of su
suspend the use of such product or material within
acceptance, if it is determined by Miami -Dade County
meet the requirements of the applicable building code.
This product is approved as described herein; and ha
including the High Velocity Hurricane Zone. -
DESCRIPTION: Clipped Extruded Aluminum Tube
APPROVAL DOCUMENT: Drawing No. LAW -TV
through 10 of 10, dated 04/27/10 and last revised on hjl
Thomas J. Sotos, P.E., bearing the Miami -Dade CIc
Acceptance number and expiration date by the Miami -I
MISSILE IMPACT RATING: Large and Small M
Limitations:
1. See Non -reinforced mullion tributary width (W) VS
width (W) VS span and type in sheet 5. See mullion
2. See clip anchors type selection in sheet 10 and instal
3. Lower design pressure of the mullion and/or glazing
reviewed by AHJ.
LABELING: Each unit shall bear a permanent label
following statement: "Miami -Dade County Product Co
RENEWAL of this NOA shall be considered after
change in the applicable building code negatively affec�
TERMINATION of this NOA will occur after the ex
materials, use, and/ or manufacture of the product or pri
for sales, advertising or any other purposes shall autc
section of this NOA shall be cause for termination and r
ADVERTISEMENT: The NOA number preceded by
expiration date may be displayed in advertising literati
done in its entirety.
INSPECTION: A copy of this entire NOA shall be pr
shall be available for inspection at the job site at the req
This NOA revises NOA No.17-0222.13 and consists a
approval document mentioned above.
The submitted documentation was reviewed by Ishaq L
MIAMI�DADE COUNTY
FILE Co
instal
NIIAfvII-DADE COUNTY
PRODUCT CONTROL SECTION
(RER) 11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.eov/economy
i regulations governing the use of construction materials. The
:ed by Miami -Dade County RER Product Control Section to
[lowed by the Authority Having Jurisdiction (AHJ).
ited below. The Miami -Dade County Product Control Section
her than Miami -Dade County) reserve the right to have this
-s. If this product or material fails to. perform in the accepted
oh testing and the AHJ may immediately revoke, modify, or
their jurisdiction. RER reserves the right to revoke this
Product Control Section that this product or material fails to
been designed to comply with the Florida Building Code,
Mullion w/ and w/o Steel Reinforcement — L.M.I.
1001 Rev D, titled "Aluminum Tube Mullions" sheets 1
121, 2017, prepared by manufacturer, signed and sealed by
ity Product Control Revision stamp with the Notice of
le County Product Control Section.
Impact Resistant
span and type in sheet 3. See reinforced mullion tributary
types and properties in sheets 2 & 4.
in sheets 6 thru 9.
product may control for the entire assembly and to be
ith the manufacturer's name or logo, city, state, series, and
-ol Approved", unless otherwise noted herein.
renewal application has been filed and there has been no
ig the performance of this product.
iration date or if there has been a revision or change in the
:ess. Misuse of this NOA as an endorsement of any product,
naticalIy terminate this NOA. Failure to comply with any
noval of NOA.
ie words Miami -Dade County, Florida, and followed by the
e. If any portion of the NOA is displayed, then it shall be
vided to the user by the manufacturer or its distributors and
est of the Building Official.
this page I and evidence pages E-1, E-2 and E-3, as well as
inda, P.E.
NOA No.17-1212.24
Expiration Date: May 30, 2018
Approval Date: February Ol, 2118
y Page 1
1. Evidence submitted in previous fides.
A. DRAWINGS
1. Manufacturer's die drawings and sections.(Submitted under NOA's No. 02-0501.OS & 95-
2. Drawing No. LAW-MIL-1001, titled "Aluminum Tube Mullions", sheets 1 through 10 of 10,
dated 64/27/10, with revision C dated 02/16/17, prepared by manufacturer, signed and sealed
by Thomas J. Sotos, P.E.
B. TESTS
1. Tensile Test report on 0.10" thick wall iluminum tube mullion, prepared by Hurricane
Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per
ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05�
2. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked up drawings and installation diagram of 120" span aluminum tube mullions
with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc.,
Test Report No. HETI 02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda,
P.E.(Submitted under NOA No. 02-050-1.05)
3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of 120" span aluminum tube mullion
with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc.,
Test Report No. i3ETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Sella,
P.E. (Submitted under NOA No. 02-0501.05)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum sliding glass door,
prepared by Hurricane Engineering & "IL esting, Inc., Test Report No.
IIHETI-02-1718, dated 8/27,102, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA Na,. 02-0501.0S)
5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass door,
prepared by Hurricane Engineering & Testing,. Inc., Test Report No.
RETI-02-1717, dated 08/27/02, signecj and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass door,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 01/31/96,
signed and sealed by Gilbert Diamond, P.E.(Submitted under NOA No. 95-121Z09)
7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings andmstallation diagram of two aluminum horizontal sliding
windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared
by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 02/13/96, signed
and sealed by Gilbert Diamond, P.E.(Submitted under NOA No. 95-1212)
��-
Ish q I. Chanda, P.E.
Product Control Examiner
NOA No.17-1212.24
Expiration Date: May 30, 2018
Approval Date: February 01, 2018
E-3
Lawson Industries, Inc.
OF
CE
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared
by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by
Thomas J. Sotos, P.E.(Submitted under! NOA No.12-0127.07)
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, comp l . g with the FBC 5tn Edition (2014), dated February
17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E.
2. Statement letter -of no financial interest, dated 05/20/12, issued, signed and sealed by Thomas J.
Sotos, P.E.(Submitted under NOA No. 2-0127.07)
3. Laboratory compliance letter for Test Reports No. HETI-02-1714, HETI-02-1716, HETI-02-
1717, HETI-02-1718, dated 8/27/02 and HETI-024071, dated 09/16/02, all issued by
Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz Seda, P.E.
(Submitted under NOA No. 02-0501.00
4. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and FTL-1383,
dated 02/13/96, both issued by Fenes I ation Testing Laboratory, Inc., signed and sealed by
Gilbert Diamond, P.E.(Submitted unde NOA No. 02-0501.05)
5. Letter from manufacturer requesting a 1-year extension to allow time to perform verification
test, dated 04/07/17, signed by Nelson Erazo.
G. OTHERS
1. Notice of Acceptance No. 14-0908.08 issued to Lawson Industries, Inc. for their Clipped
Extruded Aluminum Tube Mullion w/ IQ w/o Steel Reinforcement — L.M.I.", approved on
11/06/14 and expiring on 05/30/17.
2. One year approval, subjected to success verification test.
2. New Evidence submitted. 7
A. DRAWINGS
1. Drawing No. LAW-ML-1001 Rev D,
10, dated 04/27/10 and last revised on
sealed by Thomas J. Sotos, P.E.
Note: This revision consist of editorial
B. Test
1. None.
C. CALCULATIONS
1. None
E-2
"Aluminum Tube Mullions" sheets 1 through 10 of
21, 2017, prepared by manufacturer, signed and
of FBC 17 (6th Edition) code compliance.
A:1 \ . 0, '_ , S'
Islinq I. Chanda, P.E.
Product Control Examiner
NOA No.17-1212.24
Expiration Date: May 30, 2018
Approval Date: February 01, 2018
Lawson Industries, Inc.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC
11/17/17, prepared by the manufacturer,
2. Letter from manufacturer requesting a 1
test, dated 04/07/17, signed by Nelson. E
17-0222.13)
G. OTHER
1. This NOA conditionally revises # 17
verification test.
E-3
Economic Resources (RER).
17 (61 Edition) and "No financial interest" dated
ped and sealed by Thomas J. Sotos, P.E.
ar extension to allow time to perform verification
;o, Senior Design Engineer (Submitted under file #
.13, expiring 05/30/18, subjected to successful
Ish q I. Chands, P.E.
Product Control Examiner
NOA No.1'7-1212.24
Expiration Date: May 30, 2018
Approval Date: February 01, 2018
ANCHOR/CLIP
GLAZING
PRODUCT
ANCHOR/CLIP HORIZONTAL MULLION
3
VERTICAL
VERTICAL
MULLION
MULLION
GLAZING
GLAZING
GLAZING
z
PRODUCT
PRODUCT
PRODUCT
ANCHOR/CLI
i
W1
W2
MULLION SPAN
W3
WIDTH (W) = W7 + 12 + W3
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
rn
ANCHOR/CLIP
/
COUNTY APPROVED' IMPACT AND NON -IMPACT PRODUCTS.
c
HORIZONTAL MULLION
o q
RECTANGULAR ALUMINUM TUBE MULLIONS
GLAZING
USING MULLION PROPERTIES ONLY
^ h
M
e
_
3
PRODUCT
3
a e
+ N
1
GENERAL NOTES:
moo Q
o
3 i
i.•
N
3
1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE
HE
3
Z
�/
�i
OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-61h
Z
< y
+ N
Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
J 0 O
Z I>r
II
3
2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
z o
APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD, WATER
m o.= i!
:] w o
3
INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC.
O ji
II
3. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS,
z
6
GLAZING
;
INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED.
ti
i
PRODUCT
3
4. WOOD BUCKS BY DTHERS, MUST BE ANCHORED PROPERLY 70 TRANSFER
=
LOADS TO THE STRUCTURE.
z
~
5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT
()
w
TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR S UCCO.
6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
® HH
v
�5 C
7, A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
WOOD ANCHORS ONLY.
y
I A'1
8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS.
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
\y w
6 �
t
MULLION SPAN
THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4.
N V
4
gCg
RAI II 1 In. P. 11 10
•
-'E-
ANCHOR/CLIP ANCHOR/CLIP
HORIZONTAL. MULLION
12
VERTICAL
MULLION
z
GLAZING GLAZING o a
PRODUCT PRODUCT N
- GLAZING
' PRODUCT
3
GLAZING
I GLAZING
PRODUCT
PRODUCT
oz
w
3
VERTICAL
N
MULLION
ANCHOR/CLIP
W7 ,•
W2
MULLION SPAN
wt + w2 I WIDTH (W) = wt + w2
2 2
TYPICAL MULLION ARRANGEMENTS
Q
I. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
��l( I��"yVVIII
l OF 10 FOR DETAILS AND NOTES.
�
g
REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET
ry �d^
t
4 OF 10 FOR DETAILS AND NOTES.
m <
' REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS - - �
3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS
w
3
6, 7, B. & 9 OF 10 FOR DETAILS AND NOTES.
oL L e
+ w
' REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS o
a
ao
x U U 4
a
F
.TtoDutrueyyr�
U o � $
c
O
a+�Pb'bLsrW t6eAToeib
fttelM1-w1v21�2,• 2e1
- .�.,s'8
lsl.-
a 3q&a%%` ir9sd
w e 9 ,.• ......, ' Pi
s��� �w
'�oaAr<tclms
e
o w o o'
2X MULLION CLIP
606J-T6
NOTCH L-
'
�•L•
OPTIONAL
a o
-1 .750 F--
IX MULLION CLIP
6063-Tfi
�I 4
NOTCH
OPTIONAL
FL. MIN.
.D6z� I.sDD
4.00 .115 1.732
3.000 3.062 3
2 X 4 TIMCAL
STD. TUBE WINDOW FRANE
MULLION II'
.IBBr` 1.062--I LIAM1. 881�156r1I.
A62�
2 X 6 1 X 4 1 X 3 1 X 3
STO. TUBE CUSTOM CUSTOM MULLION CUSTOM MULLION
MULLION 6063-T6 6063-T6 6063-T6
Ixx: 2.070 in! Ixx: -1.000 in Ixx: 0.950 in
Sxx: 1.035 ins Sxx: 0.667 ins Sxx: 0.633 ins
—2.OD0
(FLANGE FRAME) (FIN FRAME) (FLANGE FRAME)
STANDARD TUBULAR SHAPES F�g000—�I
—TYP. WALL = .125 ALL I
ALLOY e 6063-76 I� ��1.00.12
TLAII . �I
-GLAZING PRODUCT 1 1
MULLIONS CONTAINING
TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR
FASTENERS SIZES AND SPACING
CLIP LENGTH
MULL
"L"
1 X 2
1.688-
1 X 3
2.688.
1 X 4
3.688'
2 X 4
3.688-
2 X 6
5.688'
1
STD. TUBE MULLION
LLL
2X6
6063-TS J-TB
LLx
4
IXX: 2.070 In.
STD. TUBE MULLION
STD. TUBE MULLION
Sxx: 1.035 ins
6053-Tfi
6063-T6
Ixx: 8.280 in`.
Ixx: 2.980 in
Sxx: 2.750 ins
Sxx: 1.490 ins
I X 2
CUSTOM MU
6063-T6
Ixx: 0.370 in
Sxx: 0.370 ins
(FIN FRAME)
I X 3
STD. TUBE MULLION
6063-T6
Ixx: 0.950 in4
Sxx: 0.633 ins
2.000
L.07862 t
1A
1 X 2
CUSTOM MULLION
6063-T6
Ixx: 0.330 in
Sxx: 0.330 ins
(FLANGE FRAME)
�DUCITREVIMS
mpbissFft the Fkdh
U
o g
o Tfi,
Io Io h
m
Nab C! z G
NA
Zw c o f3 ra
oz o z
om0�1;
' a o
a a o
1
2 z
E. m £
o
® Q1 V3
� 1 INN�1 C Lzz7
W � 6
U � E
,—,1
o
X 2
W
STD, TUBE MULLION
x x
6psJ-Ts
Ixx: 0.330 in
Sxx: 0.330 in
'• v
�
�
�
$
m
t
z
2i a
RECTANGULAR ALUMINUM TUBE MULLIONS
INSTRUCTIONS: USING MULLION PROPERTIES ONLY
USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
STEP I DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR oPENINc. AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
•STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
REOUIREYENTS.
S E 3 USE CONNN.ECTION TO MULUON AS PER PRODUCTAPPNOTES
.STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET
1. ALL CLIPS AND ANGLES ARE TO FIT USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE.
SNUG INTO TUBE MULLIONS.INTMSTEDESIGN
IGNAB�NC MORE THAN DESIGN LOAD SPECIFIED 2• MULLIONS MAY BE ORIENTED VERTICALLY OR
ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUGUSING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY.
6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 bF 10 FOR TYPICAL MULLION
ANCHOR DETAIL AT SHEET 9 OF ' . _ MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS.
��dAt0NOOJGfQlODOaCefW4atpffr(.1(DNOmmb4WAO(JIOAlVG0OIlVW�lFJ+AO��CaOfO0fnNN(�fn(firfirfirN
N�rn0000000(arn000000WrOoo0000000000g000000X
+OOGOppr��+DapCOGOOGUr00OOD000OGOOGOG00oOAINm41firNN(T
0000000000000,o'o000000o000
OpOOOOGOOOOOOOOgOCO00G00000C00C00W
00oo0opX
��Vj�G�O
CD
Ol W
VmC'thWoWGC�(.10)utOO
<D
IJD7�1
VN(Jf0
V V
tJ ODmmQQ��(nWOOA
X
NWNWfVTNAAOlWOIVAyODNX
WWOVCrzflrClfJ0VWND
Ate[
9� CC
N oC FF
nc� coF
z
MULLION_j
SPAN
C
O
rn
o \
C - \
C �� nl
O
Z nz
w
oti
n a
� o
C
W2 W7 0
��k N�
� zmc• �N �
m r ~ S
_ D no D
Z
m
oA p
1 0 =O g o
;u Z m Z
i D
N y O
mp
N} Z Z m Z
N rD" fn m
r
_ D Z
N ;1 N
D t% bi
O co
rri O
m
Z
O---------------------------------------------
1
S N
N
N
J. SOTOSPROFES ONAL ENGINEER
FL C.ra,clan tHs sheetQ®�• I77���,/T^11iLJ� 9N {�}' ®1 9' 8501 N.W. 90 ST.
57ai5 ',. B- Revised dote ror the FBC-2014 MEDLEY, FLORIDA 33166
N •C. Compliance w/ FEC 5th Edition (201a) PH No. (305) 696-8660
D. Compliance w/ FBC 6tn Eddmn (zOI7) MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS
N. RAzo oa 27 to ALUMINUM TUBE MULLIONS
Oo.aww.a•N. ERAZO n/o1/17 UNREINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES
LAW—ML-1001 sM'c 3 OF 10
ME-
THOWAS
X M 1I I ON Cup
6063-T6
NOTCH 'L
OFIONAL
0
--1 .750 f
1X MULLION CLIP
6063-T6
�s s
NOTCH
OPTIONAL
ANGLE CLIP
6063-T6
2 X 6
,TD. TUBA
MULLION
STANDARD TUBULAR SHAPES
TYP. WALL a .125' ALL
ALLOY _ 6063-T6
(PICAL
_AZING PRODUCT
—3.000 4.000 1—
MULLIONS CONTAINING
TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR
FASTENERS SIZES AND SPACING
CLIP
LENGTH
MULL
-L"
1 X 2
1.688'
1 X 3
2.688'
1 X 4
3.688'
2. X 4
3.688'
2 X 6
5.688'
1. ALL CLIPS AND ANGLES ARE TO FIT
SNUG INTO TUBE MULLIONS.
2. WHERE ANGLES ARE NOT FIT SNUG
INTO TUBE MULLIONS, SEE OPTIONAL
ANCHOR DETAIL AT SHEET 9 OF 10.
71-_— .125 1.000
A62J .688
.125
A.000
4.0003.625
.IBB�I .102
1.062
1 X 4 1 X 4
CUSTOM MUI ION STDSTD. TUBE MULLION
6063-TS 6063-T6
Ixx: 4.709 in 'I'm: 4.709 inl
Sxx: 2.355 in! Sxx: 2,355 in3
(FLANGE FRAME)
D.C.
3l2 1400
1s00 !�
J .125 .688 C r ~
F
�— .129 1D o q z
o
10
e
1.732
.115 N O (T r4 p
3A00 �002.688 3A00 3A62 m o Z V
aq
ZJZ o zN
II I F
i6-�II 102
F-I.062- 1 X 3 1.108 ,a
STD. TUBE MU�ON 1 X 3 a o s
i X 3 6063-i6 CUSTOM MUI ION �7 z 3
CUSTOM MULLION 6063-T6
6063-T6 4 Ia F C
Ixx: 2.168 in. . E
Ixx: 2.168 ina . 3 Ixz: 2.218 n.4 z
�
3 Sxx: 1.445 in. �Sxx: 1.445 In, Sxx: 1.479 in. z j E-
(FLANGE FRAME) G
V (FIN FRAME) M Z ra
O• `�, rn
® 7 1n
r� U) ¢ IS
W C
N A 2
PwDuCI'ftHVPS$@
� �4�IltiC�
FsPI �Date_s}3o�18
EbaF vfwmt ��1eL �
2 X 6
2 X 4
STD. TUBE MULLION
STD. TUBE MULLION
6063-TB
6063-T6
Ixx:19.648 int
Ixx: 7.649 in
Sxx: 6.549 MT!
Sxx: 3.025 in
RECTANGULAR A UMINUM TUBE MULLIONS
INSTRUCTIONS:
USING MULLION PROPERTIES ONLY
USE CHARTS AND GRAPHS AS FOLLOWS.
STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING.
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD
COUNTY APPROVED IMPACT AND NON PRODUCTS.
REQUIREMENTS.
-IMPACT
STEP 3 UPERCONNECTION 70 MULLION AS PER PRODUCT
NOTES.
STEP 4 SPECIFY MAXIMUM SLAM SPACING.
1. REFER TO THE GENERAL NOTES ON SHEET
USING CHARTS ON SHEET 5 OF 10 SELECT MULUON SIZE
STEP WITH DESIGN
1 OF 10 FOR BUILDING CODE COMPLIANCE.
RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
2_ MULLIONS MAY BE ORIENTED VERTICALLY OR
TAP 6 ON NG ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR C �
SHEET 9 C SELECT ANCHOR TYPE YRTH DESIGN RATING
HORIZONTALLY.
3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE.
ARRANGEMENTS OR STACK CONFIGURATIONS.
z �N
g
N yQjn,1�
S "
o � e
` � m
m
P 3
u � o
i
jo
*.-3El9 Ti'3.
f>a gjr
�y N
iif W Fes- �:
T,
o
,'0
O
m
m
3
c
r
O
2
va
1
m
r
A
m
m
tJ m
o a
m N
m O
A W
W
N m
O A
m N
m O
A m
CON
m
O A
m N
m O
A m
V
m
V m
N m
m q
O A
A A
m N
W W
m O
N
A m
C
S
3
o
r
m
W
m
V
�
m
r
m
W
�
y
z
V
V m
OD 0+
W
m m
m m
y
+
O
m W
A 0
0 0
0 o
0+
N
N
N W m
W V O
m
O
m m
O O
m m
O O
N W
A m
A m
V 0
m m
0 0
m m
0 0
m m
0 0
m m
0 0
m m
0 0
m m
0 0
m m
0 0
m m
O O
m m
O
X
N+O
W mNtn
O00
C)
mOD+
W OO
GGGG
O
0lJ
V G
00000
G
O OO
G
GOoo
O00
O
C
W
0
0 0
0 0
0 0
0 0
0 o
X
m
0
m m
0 0
mmm
0 0
m
0 0
mmmm
0 0
0 0
m m
0 0
m
0
m m m
0 0 0
mmmm
0
0 0
m
0 0
m m
0 0
m m
0 0
m m
O O
m m
O O
m m
O O
m m
O O
m m
O O
m m
O O
m m
O O
m m
O O
m m
O O
N
X
G
G G
G G
G G
G G
G G
G o
G
G G G
G
G G
G G
G G
o G
G G
G o
G G
G G
G G
G G
G G
G G
G G
A
fn
to mtT
mmtn
mmNm
mN
mmmm
mm
mm
m
mm
mm
m mmmm
mm
mmm
N
0
O
0 0
G
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
mmmm
0 0
0 0
mmmm
0 0
0 0
X
O
O O
C O
0 0
0 0
O O
O G
G G
O
G O
O O
O O
O G
Q G
O G
O O
G G
O O
O O
O O
O O
O G
m
V
mNmO
V m
m m
A A
mNmOA
W W
N
m
V V
mNmO
m m
ACINm
OAoo
V
WN
m m
mOAmN
gt�
mOACO
mN
mOA
OONmOA
m
S
F
3
o
�
m
C
r
m
m
A
r
a
z
i
mmmONmOmmOO+WmmNmWm
N
NN
W W
Am
+NNN
N W
W Amp�
m N
mNmmNmm�V
W W
W AAm
��ll
m�
NOAfO
NN
tmOm
t'Dil���
IJ (.�
W.P
ioN
to Oo
�I 4f
i0 GOl
w
G of+G
G m
IJ Gif
:_.
try,
ins
V o.O
�I
�I Ga'viG
X
W
W
(Jm
W W
G
W
W OJ
y
m
m W
m �
W m
VJt00
m m
D
++
mmm
m
X
JN
N
mil
isN
-iV
O�
�,,,,NG+IJGOC
0000
GGCG
A
AmmmVV,p
m
W m
A+
m+
''
O N
m V
m m
0 'N
N m
0
+
++
++
+
+
+
NW
+O+fOd
� ���
00
GtC
m+Nm
W
OOOO
;�G
GO
O AW
O W
W
W 01m
m 00000
OGGGG
00
00
O O
CG
O 0000
O OCOO
O
G
[)O
GOO
O X
A
N
W A
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m m
m �'
A.m
0000
G
000C]
GOG
O
GO
OOOG
G OG
OO
OOOGO
GO
OOO
OOGO
000002.x
OOGO
m
m
N m
O A
m N
m O
A m
m N
m 0
A m
N m
O�
m m
N m
O A
Of N
m
V V
m m
mm A
a W
W N
O•
O
A m
m N
m O
A DD
N m
O A
m S
E
3
c
r
y
D
2
m
�?
�`�
mm
N
AtW.f
iom
'tn+in
m0
mm
NrntW.tA
X
U:
tO
W +
NG
OA00
W
_
A[n[
OFV
0
n m
-1
m
r
MULLION A
SPAN m
2
O
A
O
m
0
1
C
m
c tR
rr, 3
C
2 r
m% O
D m
z o
A
O
2
C
i
Zm CIO m= 41,
o m�—n�aR n
2 U y z D
w
O�� �m
i c
II oz A ' 0) m
= O B
m O _ m Z
mZ7 Z D A
Ny A m_
N} m z m > 2
f zarN czi
fn
Z
y y N
D En
O
m
m
O
Z1
m
z
i
m
O
pm�
AA nNZi
N
�N
C
7'HOMA9 J. SO OS
PROFESSIONAL ENGINEER
c, Rb
�
e • ••�+'S • •err' A' - No chnn a this sheet
•• < , o� 8501 N.W. 90 ST.
225 B - Redsed ante For the FBC-20w LL 1l ®1 V MEDLEY, FLORIDA 33166
u ,z; i]VDUs-rR Es.: I c. PH No. 305 696-8660
1 a C. Com Hance r/ FBC 5th Edition (207 ( %
S OF 4a D. Complbece ./ FBC 6lh Edition (2017) MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS
P ? ev: ow nn Wn
°'�• p ,:��y,�� N. ERAZO os zv to ALUMINUM TUBE MULLIONS
N. ERAZO u/o x REINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES
DAT _ 0 •N aNc..0 0 s m.: n.a ' n f..�. xurnn. o u ^a t•� LAW-ML-1001 sn..o b of 30 A—
[:4
0
z�0
W2
W1
" MIN.
ANCHOR
5/16' TAPCONS MIN. EDGE DIST.
5/16' TAPCONS
MIN. WOOD PENETRATION 1-1/2' MIN. WOOD PENETRATION 2-3/16" CONCRETE OR h CLIP (T ON EACH WING) 1 PER AN 4" JjOULOW BLOCK SINIfi' TAPCONS 5IN16' TAPCONS O gf
1-3/4' MIN. EMBED INTO MASONRY 1-3/4' MIN. EMBED INTO MASONRY O fn p
IN" 4 PER CUP (2 ON EACH WING) 2 PER ANGLE O O GG
m to z j
�� I I 1 M� • 1 I \Z I PMI � V r7 Oy
n� mom c
o O
I• I a I_ I: moo � � m
II II jl 11 II II II II ? J 2 Z '4 a
IL--0 n n 2 7/16" a 11 n n o 0 C p
}� Tx FLanllc CUP ii n n z x 2 x 1/6' a 11 H it M1 m x Z ui
2 BY 1 I u u ALUM ANGLE MIN. :i it II 11
WOOD BUCK I 1 I I I -'-'--------- WOOD BUCK j• 'j IX FLOATING CLIP 11 11 ALUN2ANCLE6• `� W •�
I I I I N I I I 1 U U ? '
O �66
I I I I 1 1
1 I
/ 5/16- TAPCONS ANCHORS TYPE V (INTO BLOCK) U
1-12- NIN. W000 PENETRATION ti N
1 PER ANG ANCHORS TYPE 'G' (INTO CONCRETE) z 4 z z
4 ANCHORS THRU iX BUCK w
ALL CLIPS AND ANGLES 70 FIT SNUG
INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK ]
iv
I I TAPCONS MAY BE HEX OR FIAT HEAD. 1"x4" & 2"x4" MULL �'11 a 6 a
C 3
MIN. EDGE DIST. (~ a tt
II n 2-3/15" CONCRETE OR U) S 9
ii 4' HOLLOW BLO K 5/16• TAPCONS C z ;
SINTO' TAPCONS Z Z
- I'1 I I 1-0/4=NIN.-EMBED-INTO-NlSONRY 1-J/4'-MIN.-EMBED-INTO-NASONRY-
2 BY II II 2 % 2 % 1/B' 2 PER CUP (1 ON EACH WING) 1 PER ANGLE Qy
WOOD BUCK 11 I I AWN ANGLE N u u v
Il �z \z
� ALL CUPS AND ANGLES TO FIT SNUG •I `� � •n �
INTO TUBE MULUONS. f Q
TAPCONS MAY BE HEX OR FLAT HEAD. •' 1 I v w $ o
ANCHORS TYPE 'A' •4 - F9 � �\
u l l n I I w 8^ !!!
2 ANCHORS INTO WOOD
t 11
lay IL_JI N U 4
--------- WOOD WOOD BUCK 'Ir j IX FLOATING CUP II 11 ' ALUM 2ANGLE6• N m
5/16- TAPCONS 1 I LL iv 5/16- TAPCONS N I 1 U U \ \
1 1/4" MIN. 1-1/2' MM. W000 PENETRATION 1-1/2- MIN. WOOD PENETRATION
EDGE DI T. 4 PEA CLIP (2 ON EACH WING) 2 PER ANGLE
i o 0
�Z Nz ANCHORS TYPE 'C' (INTO BLOCK) a
I I .-� •-� I ' �Z ANCHORS TYPE 'F' (INTO CONCRETE,
2 ANCHORS THRU 1X BUCK ;777737B7SE„A_
II II I I I I I v INTO CONCRETE OR BLOCK
1 1/4" MI ii ii 11 11 _
------------- l ii ii 2 x 2 X 1/6• i i oz_r` -. a L` my
I �FLOATING CLIP I I I I ALUM ANGLE 1 1 PRODUCE mPo® �+ r7 N
\ WOOD BUCK i I 'l U It
1 bY1dIn8M t4ri a71N71t1 _�° W N
I 1 1 I I 1----------- ACCC
I I plta7ba97tC O mg!In • (..i -'I
ANCHORS TYPE 'B' ALTERNATE ��� Er.ed ° > °f:•.• , •.�„�Ff`'
4 ANCHORS INTO WOOD ANCHOR LOCATION
5/I6' TAPCONS
MIN. EDGE DIST. 1-3/4" MIN.EMBED INTO MASONRY MIN. EDGE DIST. y
2 PER CUP (1 ON EACH WING) 5/I6• TAPCONS 2-3 5/16• TAPCONS O 5/16• TAPCONS
2— 4r'�yH-OLL-O-Wp'I�'BLO KOR 1-3/4' MIN. EMBED INTO MASONRY TE OR 1_3/4' MIN. EMBED INTO MASONRY 1-3/4- MIN. EMBED INTO MASONRY Q 00
3 1 4" 1 PER ANGLE 4• OLLOW BL CK 4 PER CUP (2 ON EACH WING) / 2 PER ANGLE b t00 C F
• MIN
L , m 0 nC 53
do
it li ii ii i ii II II Zoz C Z a
u n CONCRETE\.R n 11 I q n 11 m a o
ETE Oft
CONCRETE OR 1I1.L.-�I CEMENT BLOCK jl II 2 % 2 X 1 I`2� IL-�I CEMENCONCT 8 OCK II Ij .a
N--------- CEMENT BLOCK f 11 I I ALUM ANGLE 1"---------- 11 I I ALUM2ANGLEB• E.
j FLOATING CLIP I'I u N I FLOATING CUP u U
1 1 1 1 I I I 2 7 16 1 1 1 I 1 a 2�l Z
i i 1 1 I 1 MIN.
Q F
3 1 4" � (6
a
v MULL MIN. MULL ®Z < z z
T:^ Z ,
p. vi
ANCHORS TYPE 'D' INTO BLOCK (n M
ANCHORS TYPE 'C' (INTO BLOCK) (
u i ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'G' INTO CONCRETE) "a a
2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK
1 "x4" & 2"x4• MULL N x f_________.i
I I ALTERNATE MULL IL
I I ANCHOR LOCATION
MULL-
-FLOATING CUP
II I II 1 _____________ I� I
jl jJQ II CONCRETE OR if_l ry 0'\
CEMENT BLOCK II II u - pp
I 1 11 II 1. op p�
II 11 g
It 11
at•
0
•1 I I•
5/16' TAPCONS a z �I• d m 13
1-3/4 MIN. EMBED • 1• I • h
INTO MASONRY
2 PER CUP -
E E
(I ON EACH WING) INTO TAPCONS i I E
I-3 4' MIN. EMBED INTO MASONRY ti d 1T
1 I I I B12 SMS / dTi
I I 1 1 2 PER ANGLE 4 PER CLIP (2 ON EACH WING)
c I I 1
h ri a a
I I li II II \� 6°+4Ar,.AH EaBEPB'TAdP
With the
ALL CLIPS AND ANGLES TO FIT SNUG �7wiil+ P �'+' az 6•'.�'
I 1 I I i i i i LMd1op Qrmu it is 1v,
INTO TUBE MULLIONS. ADTpwA No( (21 mm'�°'•Ga; �7 a O �,�,
,. TAPCONS MAY BE HEX OR FLAT HEAD. ffiPlsatlootl���.,.t1lL1l Wll 6
Z •'r' .°I CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED C°4 oz j
• 1 1 1 WITH ALKALI —RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR I"'a °g e'''•••
WATER —WHITE METHACRYLATE LACQUER.
5/161NiOPCONS MASONRY PIER ANGLE P.
MIN. EDGE DIST.
I/16" CONCRETE OR
"" HOLLOW 3-3/4"
MIN.
3/4"
2X6 MULL
5/16• TAPCONS
1-3/4' MIN. EMBED INTO MASONRY
4 PER CUP (2 ON EACH WING)
CLIP LENGTH
MULL
"L"
2 X 4
3.688'
2 X 6
5.688'
//-2X6 MULL 5/16• TAPCONS
1-3/4" MIN. EMBED INTO MASONRY
4 PER CUP (2 ON EACH WING)
1 3/4"
MIN.
2X6 MULL -
I r7 ``_________-- e • M
MIN. EDGE DIST.
2-3/16" CONCRETE OR
CLIP LENGTH
MULL
2 X 4
3.68B'
2 X 61
5.688'
5/I6• TAPCONS
u
"
1-3/4" MIN. EMBED INTO MASONRY
O
4 PER CUP (2 ON EACH WING)
C
OF ti
M °0 fhi
z
00 o0 O
�z
z
w
zi
Z n
�= c
z a
z
o
MULL
F
] W
5/16• TAPCONS
.�
2
d G 2
1-3/4• MIN. EMBED INTO MASONRY
z
4 PER CUP (2 ON EACH WING)
E � g
MIN.
� U �
z
Z
y y
T`")
MIS LULL
I
W
Q E.,
-
m
a
__=====___
a a
3-3/4• — — —
MIN.
ANCHORS TYPE 'E' (INTO BLOCK)
5 11/16" ALL CLIPS AND ANGLES TO FlT SNUG
INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE)
ANCHORS TYPE 'E' (INTO BLOCK i TAPCONS MAY BE HEX OR FAT HEAD. WOOD
4 ANCHORS THRU 1X BUCK
ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE OR BLOCK
ANCHORS INTO CONCRETE o, BLOCK WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2"X6" MULL SHOWN
2"X6" MULL SHOWN WATER -WHITE METHACRYLATE LACQUER.
rastrnucrpg
szn
yaza:
•�t�� �
9y3
o
MIN. EDGE GIST.
2-3/16" CONCRETE OR
4" HOLLOW BLOK
12 -7/16"I !
5/16• TAPCONS
1-3/4• MIN. EMBED INTO MASONRY 3-3/4`
4 TOTAL (2 ON EACH WING) MIN.
11 I I I I
I I I I
I 1 I I
/-2t4 or 2f6 Null I I i I
1 1 I I 2X 2 %1/4•
LJ LJ ALUM ANGLE
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER -WHITE METHACRYLATE ULCOUER.
MIN. EDGE DIST.
2-3/16" CONCRETE OR
LOCATION OF SCREWS CONNECTING
AN
TO TUBES WHERE ANGLES
- — - ARE-NOT-FlT--SNUG-fNTO TUBE --- —
MULLIONS.
5/I6- TAPCONS
1-3/4• MIN. EMBED INTO MASONRY 4 PI
2 PER ANGLE
2 X 2 X I/e'
ALUM ANGLE
OPTIONAL ANCHOR DETAIL
ANCHORS INTO CONCRETE OR CEMENT BLOCK
CLIP LENGTH
MULL
"L"
1 X 2
1.688'
1 X 3
2.688'
1 X 4
3.688'
2 X 4
3.688'
2 X 6
5.688'
1. ALL CUPS AND ANGLES ARE TO FIT
SNUG INTO TUBE MULLIONS.
2. WHERE ANGLES ARE NOT FIT SNUG
INTO TUBE MULLIONS, SEE OPTIONAL
ANCHOR DETAIL AT SHEET 9 OF 10.
9 14 S.MS
2/ CHANNEL, I -TUBE MULLION
012 F.H. S.M.S. f
2/ SIDE
I/6. THICK ALUIV CHANNEL 1
LENCTH TO FIT SNUG I i
INTO MULLON . � TUBE MULLION
TUBES MAY BE NOTCHED
AS SHOWN TO ALLOW INSTALLATION
OF CUP ANGLE
CAW( JOINT AFTER ASSEMBLY
— —
#14 FH SMS
2 PER CLIP
ACCESS HOLE 1-I/2''O.C. MIN.
1
THIS SCREW CAN BE I '
INSTALLED IN EITHER
I '
#12 FH SMS
I
DIRECTION �p
1 '
2 PER CUP
I
W
I
I I
.PER
MM,
I
I
j
1-3/4' % 2' X 1/8• (FOR 23Y NBE)
ilQ011DCTE
3/4• % 2• X 1/6' FOR (1BY TUBE)
m•_�A�)�
ALUM ANGLE
�... Y
CUT TO FIT SNUG INSIDE TUBE
M
ANCHORS TYPE 'I'
METAL TO METAL CONNECTION
USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION
ALL CLIPS AND ANGLES TO FIT SNUG
INTO TUBE MULLIONS.
TAPCONS MAY BE HEX OR FLAT HEAD.
y
0
U
m C
E"
M 3
z
N O T rJ
(Y
O
h
z�z
02 z
Z
c
z a
msa
0
-3 a
o
i
W o
�
e
F 3
(n o
IWIyy W
W �
IL
U
cF
a
U
�TN11 �
m u.
A o s z z�
] rc E F
I,4'9gy9�ffi!l�2F{ � Pess
y CM ���• 0 �� .
��
� `���W
m
BASiJ!$
�
S
�t
�p ('
0
k
i5
n
m
oai
nCm
�B�,aBESISSSiSiSiSB----ESKESiSiSEScm$1S6ES8fSSSESSSVJESSSiS(SSSJSFS(S1S�47
'c
C
g
m yz
'�"A
o
'3`3�Y'iSES(SE4odi4$i4iSi5d��iS�£SiSfSiSfSfSoi9£S15�15oFSiSiSiSo$i4�ISi5lSx
O
Z
,
_ _
s s�—
R
I
RTICAL MULLION
6-
SPAN
F
a
W2
W1
�
$
I
A
Cn A CN N
y
Z
A
_
Z Z S An moo
n [m m , m
=
Am
V
+ N
+YY+V
NN NN
w w
,. mm
JN
mm,p
+fNif�
N
41
SjG
{{�D
N W
VV
O �OW3
NN
AV
(J /.
SEk$g$
m mm
O-N+Y
INJ
U V
t4J44tt
O-A
WW
ai fin$
fn
SEm
$
D
•p'-'ID Oy %2C7
'
R
�Vz,a: C)z 01 M,
j
FS'U"i5'l�.+"i&618
�$�$i
�"i 8'Yd8`B
Fi
(9 Pii
$im$$w�+®(d
f9
W
Zo
3ffi(SPSC3
y$g"$�$S
lava
8S�$GSMS
F$8�
:9O
$Ri98
��8Sfn
Op=O DD01
p�Af�mOoo$�Srym�g�siS���m�S—M
$�Is�m�iSF$Rm��$��m�Se�akfS$i4a�o
I5$�'n
in
r O £ <0 R.
o:;MLOz
g
wE�BdgiSISSS+mmm�;
�iSd�����
(�tSofS�ESESAN
f515iSISIS$In
o
o0*A
to yz�v1�
�a$�P♦e�ESEs
aa�s�®®��
I
Zama
$(3fBQ®�(6aofPf9821Y®8�'6�1m
d
O� O
�Wm�z>x z
rp
i988�$$g
8
$NS988a
i.
4Qm$iSf4E5
S.mlRf98aQ3$(514Sj�8i98
m
fd±9$£4S5$c)
_
�mmD�
z p�
I
gNacI'z6,ini
'8�368o�ISSSiS
8S9SBg�
B
�oi4�wN
14i4tSiS
iS���g75l9�SStSSSIS
x
{ zpA
0 0O�m0�
$'��&�SR81ti4tg8��S3SmgS�&SfB�88'oFYESmPJm�P9i390.$b"S?—
* m to 71
rrm
.p 2 Z
VV
VV Ca
pq1 faw,
Cp
LLff
yy .V1
OqOq
N
Ly
I,J
C1
N yy
Y N
,1
Rq
L
Lf t,1
M
O
N
N
N
V ImpS
fd
t m
1J
O
N �1
W iD
fu t
ma�ea
t Yi
mq
N
m
fu
�
t
N
it
fJ y
A N
!!
m
D
N+
A4f1
fNJJ [VJJ
JO >N
ll�--------------------------------------
n�
NN
tmu
nNF3 Na
taVu
>N
tVuu
aN-----------------------------------------
nA t0n0
5�
6
�
7c'ni7
i
yS
ffi',ova..Ati"rmm$g$�$Sion"m8m�i;iS�$SY6f3i$�>�$F3i9Pn$Yu'Yo'S:iJB-mi'mS`b'Mai
1s• p�1°
�E;f£R3ffi�885�SS$$
&n�mf3Qi3ggSSE&21Z.,8
m
m
s~
r
N
dQl9WfdBfaSB(B��
HI
ISE36ii@GKf8�8o8Ei8)Sd$8t98C18�Y�6Sfdu�gS�Ri��
-j
W-818E-
THOMAS.
PROPESSIO
,P6
50 5
L ENGINEER
q 2f
N�k3:�YJ�iA3(�81SNi3£&Sn&:jsA
Y�'milt'AEssoffg'g818is&ags
Zia
:t
�4a
`.V
p. °
11 47f• ° RM.fan
eQ�h%✓q'
Mol.a•
A' - No than a this she t
LA
�/T
SA=i
@ /8501 N.W. 90 ST.
5225
B' -Rev seal dote for the FBC-tow
d �
9MEDLEY, FLORIDA 33166
C. Compliance w/ FBC Sth EOitian (2014)
ivDus szxEPH
No. (305) 696-8660
A
E OF :° .w
D. Compliance w/ FBC 6th Edition (2017)
MANUFACTURER OF QUALITY
ALUMINUM WINDOWS AND CLASS DOORS
.=
QP>' \w� Rm4tl
Dy
�
N. ERAZO
N. ERAZO
Dnb D—
cat 004/22�7/10
ALUMINUM
CLIP/ANCHORS
TUBE MULLIONS
flwWon
V}�
LK�L•
11/01/17
DESIGN
PRESSURE CHARTS AND GENERAL NOTES
\\�\�� D Saa4: ProEapl R.filmc. Num6.n D—W R — SM.L R.v4(en �:
----- ! LAW-ML-1601 10 OF 10 c'
I