HomeMy WebLinkAboutNOA # 20-0814.10MIAMI•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building
Lawson Industries, Inc.
8501 NW 90 Street
Medley, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to perform
in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the
right to revoke this acceptance if it is determined by Miami -Dade County Product Control Section that this
product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.
APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" sheets 1
through 10 of 10, dated 04/27/10, with revision F dated 08/10/20, prepared by manufacturer, signed and
sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
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.18-0529.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 and
E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 20-0814.10
Expiration Date: May 30, 2023
Approval Date: October 15, 2020
T101081,20 Page 1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 02-0501.05 and 95-1212.09)
2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sheets 1 through 10
of 10, dated 04/27/10, with revision E dated 05/14/18, prepared by manufacturer,
signed and sealed by Thomas J. Sotos, P.E.
(Submitted under NOA No. 18-0529.03)
B. TESTS
1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of 108-1/2" span aluminum
2" x 4"tube mullion with no reinforcement, prepared by Hurricane Engineering &
Testing, Inc., Test Report No. HETI-18-6036, dated 05/04/18, signed and sealed by
Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 18-0529.03)
2. 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 108-1/2" span aluminum
2" x 4"tube mullions with no reinforcement, prepared by Hurricane Engineering &
Testing, Inc., Test Report No. HETI-18-6037, dated 05/04/18, signed and sealed by
Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 18-0529.03)
3. 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" horizontal span and
74" vertical span, 2" x 6" aluminum tube mullions with C4 x 4.5 steel channel
reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-18-6038, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 18-0529.03)
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 120" horizontal span and
74" vertical span, 2" x 6" aluminum tube mullions with C4 x 4.5 steel channel
reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-18-6040, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 18-0529.03) '
/ Manuel Perez, P.E.
rj Product Control Ex n r
NOA No. 20- 814.1
Expiration Date: May 30, 3
Approval Date: October 15, 2020
E - 1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
B. TESTS (CONTINUED)
5. Tensile Test report on 0.10" thick wall aluminum 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)
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 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. 02-0501.05)
7. 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. HETI-02-1716, dated 8/27/02, signed and sealed by
Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05)
8. 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 & Testing, Inc., Test Report No.
HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
9. 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.
HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
10. 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. 95-1212.09)
11. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation 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 Diam P. .
(Submitted under NOA No. 95-1212.09) ?
Manuel Perez, P.E.
Product Control ExamMr
NOA No. 20- 814.10
Expiration Date: May 30, Nf3
Approval Date: October 15, 2020
E-2
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 611
Edition (2017), prepared by manufacturer, dated 05/24/18, signed and sealed by
Thomas J. Sotos, P.E.
(Submitted under NOA No. I8-0529.03)
D. QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with the FBC 6t' Edition (2017), and of
no financial interest, dated November 17, 2017, issued, signed and sealed by Thomas
J. Sotos, P.E.
(Submitted under NOA No. 17-1212.24)
2. 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-02-T071, 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. 02-0501.05)
3. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and
FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc.,
signed and sealed by Gilbert Diamond, P.E.
(Submitted under NOA No. 02-0501.05)
4. Laboratory compliance letter for Test Reports No.: FTL-3619, FTL-3620, FTL-3621,
FTL-3622, FTL-3623, FTL-3624, FTL-3625, FTL-3626, FTL-3627, all dated .
11/27/02, issued by Fenestration Testing Laboratory, Inc., and signed and sealed by
Joseph C. Chan, P.E.
(Submitted under NOA No. 03-0128.06)
G. OTHERS
1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their
Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement —
L.M.I.", approved on 02/01/18 and expiring on 05/30/18.
J Manuel Perez, P.E:
fJ Product Control Ex" n r
NOA No. 20- 14.10
Expiration Date: May 30, 3
Approval Date: October 15, 2020
E-3
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sheets 1 through 10
of 10, dated 04/27/10, with revision F dated 08/10/20, prepared by manufacturer,
signed and sealed by Thomas J. Sotos, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 71h Edition (2020), dated
August 03, 2020, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E.
G. OTHERS
1. Notice of Acceptance No.18-0529.03 issued to Lawson Industries, Inc. for their
Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.,
approved on 06/14/18 and expiring on 05/30/23.
Manuel Perez, P.E
Product Control Ex n r
NOA No. 20- 814.1
Expiration Date: May 30, 3
Approval Date: October 15, 2020
E-4
ANCHOR/CLIP
GLAZING
PRODUCT
3
ANCHOR/CLIP HORIZONTAL MULLION
r
VERTICAL
VERTICAL
MULLION
MULLION
GLAZING
GLAZING
GLAZING
2:
PRODUCT
PRODUCT
PRODUCT
�1
ANCHOR/CLI
�
\
I
W1
W2
W3
MULLION SPAN
WIDTH (W) = W1 + wz + W3
2
3
} N
3
II
3
2
ANCHOR/CLIP ANCHOR/CLIP
HORIZONTAL MULLION
VERTICAL
MULLION
GLAZING
PRODU T GLAZING
Ili PRODUCT
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
:ONTAL MULLION
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
GENERAL NOTES:
1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE (2017-6th Edition & 2020-7th
+ N
Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
3:
APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
II
3. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS,
_
INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED.
3
4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
_
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
WOOD ANCHORS ONLY.
B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4.
GLAZING
PRODUCT
Ix
I,
GLAZING
GLAZING
PRODUCT
PRODUCT
o
z N
VERTICAL
MULLION
ANCHOR/CLIP
W1
W2
MULLION SPAN
WIDTH (W) = w1 2 W2 WIDTH (W) = wl z w2
TYPICAL MULLION ARRANGEMENTS
MULLION & CLIP NOTES:
1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
2 OF 10 FOR DETAILS AND NOTES.
* REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET
4 OF 10 FOR DETAILS AND NOTES.
* REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS
6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES.
* REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0814.10
Ex Iration Date: 5130 2023
sy
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Bui ding Code
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MULLION N w x .�, O. q o
2X MULLION CLIP I I r ro o
6063-T6 .189rI 102 Lr I-1.000-i .156 I 102 IL �1.000�i
6.000 F-L062-i I.18B I--1.."A LIB8 z X
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1 X 4 1 X 31 X 3 1 X 2 1 X 2 W FCUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION w6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 C F 1nIxx: 2.070 in4 Ixx: 1.000 in4 Ixx: 0.950 in4 Ixx: 0.370 in4 Ixx: 0.330 in4 USxx: 1.035 in3 Sxx: 0.667 in� Sxx: 0.633 ink Sxx: 0.370 in3 Sxx: 0.330 in3 'z20(FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME)rn
j STANDARD TUBULAR SHAPES
:I TYP, WALL = ,125" ALL
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ALLOY = fi063-T6 �1.000�
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GLAZING PRODUCT 124 0 1 125 [♦ CF'j a
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6063-T6 1 X 4 1 X 3
MULLIONS CONTAINING STD. TUBE MULLION STD, TUBE MULLION STD. TUBE MULLION
✓'L'� L TYPICAL GLAZING PRODUCTS sos3-rs 6063-T6 6063-T6 I o o
NOTCH 2 X 6 L2 X 4 a a 4 a o o
OP ZONAL Ixx: 2.070 in. Ixx: 0.950 in. Ixx: 0.330 in. r
HORIZONTAL OR VERTICAL 3 3 3 r" m 9 m o 0
Sxx: 1.035 in. Sxx: 0.633 in. Sxx: 0.330 in. -tla a � - a s
STD. TUBE MULLION STD. TUBE MULLION a } # ° ; Fu e SEE WINDOW OR DOOR APPROVAL FOR u w m
FASTENERS SIZES AND SPACING 6063-T6 6063-T6 c
o a Ixx: 8.280 in4 Ixx: 2.980 in4 d g _ _ _ z 2i w
Sxx: 2.760. in1 Sxx: 1.490 MI!! E E E
a
j� RECTANGULAR ALUMINUM TUBE MULLIONS f ° " W
/ �' USING MULLION PROPERTIES ONLY a
•C\ INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULUONS ARE RATED FOR LARGE MISSILE IMPACT s �.� ,".••• •-�3y �s�
i ^
- AND CAN BE USED WITH ALL LAWSON'S"MIAMI-DADE x�w
STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. w
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
STEP 2 USE APPROVED GLAZING PRODUCTS MEERNG ABOVE LOAD F v N ' ,
TNOOTCH REQUIREMENTS. o T,� e_'
PnONASTEP 3 USE CONNECTION TO MULLION AS PER PRODUCT w . :1a La y'G
APPROVAL. NOTES:
F-�..MIN. STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET `oU
2.000 USING CHARTS ON SHEET 3 OF 70 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. om� ,La.•. �.
1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ��F: ^•T Y,�•
SNUG INTO TUBE MULLIONS. IN STEP i ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR r�
ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY, a ,•. L1• I
I 6063-TB INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
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CLIP LENGTH
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103PL1O�\
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DATE----01 V Q� \1�
t4relallecae�ca .
A' - Revlsed date for the FBC-2010
8501 N.W. 90 ST.
LA WS ON MEDLEY) FLORIDA 33166
,
I"T2T-T RIESINC. PH No. 305 696-8660
MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS
'B' - Revlsed dote For the FBC-2014
C. Compliance w/ FBC 5th Edition (2014)
D. Compliance w FBC 6th Edilion (2017
E. DP Loads capped at 125pst
F. Compliance w/ FBC 7th Edition (2020)
N. ERAZO
Du
ALUMIN
UNREDJFORCED TUBE MULLGNSUDESIGN BPRES PRESSURE MULLIONS
AND GENERAL NOTES
.d.
N. ERAZO
Dabd10
OB 10/20
R°W°fan GwL• F
S-4,
R duot RaJwnw� NumDm Draudrp NumEen L&W-ML-1001 "' 3 OF 10
'L
2X MULLION CLIP
6063-T6
ix MULLION CLIP
6063-T6
NOTCH
OPTIONAL.
a o
NOTCH
F-�OPTIONAL
.125 MIN.
2.000
LANGLE CLIP
I 6063-T6
F-2.000
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
2.689'
1 X 4
3.688'
2 X 4
3.688'
2 X 6
5.688'
1. ALL CLIPS AND ANGLES ARE TO I'll
SNUG INTO TUBE MULLIONS.
2. WHERE ANGLES ARE NOT FIT SNUG
INTO TUBE MULLIONS, SEE OPTIONAL
ANCHOR DETAIL AT SHEET 9 OF 10. .
.125
.062
4.000
.188�I 102
k-1.062�
1 X 4
CUSTOM MULLION
6063-T6
Ixx: 4.709 in
Sxx: 2.355 in3
(FLANGE FRAME)
2 X 6
STD. TUBE MULLION
6063-T6
Ixx:19.648 in4
Sxx: 6.549 in3
.688
1 X 4
STD. TUBE MULLION
6063-T6
Ixx: 4.709 in
Sxx: 2.355 in
2.000
F1.625;
FIE
4.000
3.625
2 X 4
STD. TUBE MULLION
6063-T6
Ixx: 7.649 in
Sxx: 3.825 in3
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS.
STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING.
STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD
REQUIREMENTS.
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL
STEP 4 SPECIFY MAXIMUM SHIM SPACING.
USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE
STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS
STET ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
�{II IIj^ 312
.06 I I .125
3.000
.156rI {02
F L062 -I
1 X 3
6063-T6
Ixx: 2.168 in
Sxx: 1.445 in3
(FLANGE FRAME)
1.000
,688
F1 _T
125
3.000
L
1 X 3
STD. TUBE MULLION
6063-T6
Ixx: 2.168 in
Sxx: 1.445 ins
1 X 3
CUSTOM MULLION
6063-T6
Ixx: 2.218 in
Sxx: 1.479 in3
(FIN FRAME)
PRODUCT REVISED
m
as complying with the Florida
a °
Building Code
2
NOMNo. 20-0814.70
a i
Ex (ration Date: 5/3012023
m
ey:
a �
Miam ado Producit'Co trot
,
R
RECTANGULAR ALUMINUM TUBE MULLIONS
3�z
a
USING MULLION PROPERTIES ONLY
'`
]-THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
a
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
ors
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS_
FVN
..3
m W�.•o,?
NOTES:
;�y
L'I
1. REFER TO THE GENERAL NOTES ON SHEET
o od
r
1 OF 10 FOR BUILDING CODE COMPLIANCE.ma
.'
2. MULLIONS MAY BE ORIENTED VERTICALLY OR
HORIZONTALLY.
a
°t
3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
ARRANGEMENTS OR STACK CONFIGURATIONS.
F 4
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IONS
Width(w)
MULL SPAN
1 X 3
1 X 4
2 X 4
2 X 6
W idth w
MULL SPAN
1 X 3
1 X 4
2 X 4
2 X 6
Width w
MULL SPAN
1 X 3
1 X 4
2 X 4
2 X 6
18
38- 318"
125.0
125.0
125.0
125.0
18
74-1/4"
125.0
125.0
125.0
125.0
18
120"
44.0
95.7
125.0
125.0
24
125.0
125.0
125.0
125.0
24
139.5
125.0
125.0
125.0
24
33.0
71.8
116.6
125.0
3D
125.0
125.0
125.0
125.0
30
111.6
125.0
125.0
125.0
30
26.4
57.4
93.2
125.0
36
125.0
125.0
125.0
125.0
36
93.0
125.0
125.0
125.0
36
22.0
47.8
77.7
125.0
42
125.0
125.0
125.0
125.0
42
79.7
125.0
125.0
125.0
42
18.9
41.0
66.6
125.0
48
125.0
125.0
125.0
125.0
48
69.7
125.0
125.0
125.0
48
16.5
35.9
58.3
149.7
54
125.0
125.0
125.0
125.0
620
134E
125.0
125.0
54
31.9
51.8
133.1
60
125.0
125.0
125.0
125.0
125.0
125.0
6028.7
46.6
119.8
66
125.0
125.0
125.0
125.0
�172
125.0
125.0
SS
26.1
42.4
108.972
125.0
125.0
125.0
125.0125.0
125.0
7223.9
38.9
99.878
125.0
125.0125.0
125.0
42.9
93.2
125.0
125.0
78
22.1
35.9
92.1
18
50-518"
125.0
125.0
125.0
125.0
18
84"
128.4
125.0
125.0
125.0
18
132"
33.1
71.9
118.8
125.0
24
125.0
125.0
125.0
125.0
24
96.3
125.0
125.0
125.0
24
24.8
53.9
87.6
125.0
30
125.0
125.0
125.0
125.0
30
77.1
125.0
125.0
125.0
30
19.9
43.1
70.1
125.0
36
125.0
125.0
125.0
125.0
36
64.2
139.5
125.0
125.0
36
16.5
35.9
58.4
125.0
42
125.0
125.0
125.0
125.0
42
55.0
119.5
125:0
125.0
42
-
30.8
50.0
128.5
48
125.0
125.0
125.0
125.0
48
48.2
104.6
125.0
125.0
48
27.0
43.8
112.5
54
125.0
125.0
125.0
125.0
54
42.8
93.0
125.0
125.0
54
-
24.0
38.9
100.0
60
125.0
125.0
125.0
125.0
60
38.5
83.7
135.9
125.0
60
-
21.6
35.0
90.0
66
147.7
125.0
125.0
125.0
66
35.0
76.1
123.6
125.0
66
19.6
31.8
81.8
72
78
135.3
125.0
125.0
125.0
72
32.1
69.7
113.3
125.0
72
-
18.0
29.2
75.0
124.9
125.0
125.0
125.0
78
29.6
64.4
104.6
125.0
78
-
16.6
26.9
69.2
18
57"
125.0
125.0
125.0
125.0
18
96"
86.0
125.0
125.0
125.0
18
144"
25.5
55.4
89.9
125.0
24
125.0
125.0
125.0
125.0
24
64.5
140.1
125.0
125.0
24
19.1
41.5
67.5
125.0
30
125.0
125.0
125.0
125.0
30
51.6
112.1
125.0
125.0
30
15.3
33.2
54.0
138.6
36
125.0
125.0
125.0
125.0
36
43.0
93.4
125.0
125.0
36
-
27.7
45.0
115.5
42
125.0
125.0
125.0
125:0
42
36.9
80.1
130.1
125.0
42
23.7
36.5
99.0
48
125.0
125.0
125.0
125.0
48
32.3
70.1
113.8
125.0
48
20.8
33.7
66.6
54
137.0
125.0
125.0
125.0
54
26.7
62.3
101.2
125.0
54
18.5
30.0
77.0
60
123.3
125.0
125.0
125.0
60
25.8
56.1
91.1
125.0
60
16.6
27.0
69.3
66
112.1
125.0
125.0
125.0
66
23.5
51.0
82.8
125.0
66
15.1
24.5
63.0
72
78
102.6
125.0
125.0
125.0
72
21.5
46.7
75.9
125.0
72
-
-
22.5
57,8
94.8
125.0
125.0
125.0
78
19.9
43.1
70.0
125.0
76
-
-
20.8
53.3
18
63"
125.0
125.0
125.0
125.0
18
108"
60.4
131.2
125.0
125.0
18
150"
22.6
49.0
79.6
125.0
24
125.0
125.0
125.0
125.0
24
45.3
98.4
125.0
125.0
24
16.9
36.7
59.7
125.0
30
125.0
125.0
125.0
125.0
30
36.3
78.7
127.9
125.0
30
29.4
47.7
122.6
36
125.0
125.0
125.0
125.0
36
30.2
65.6
106.6
125.0
36
24.5
39.8
102.2
42
130.5
125.0
125.0
125.0
42
25.9
56.2
91.4
125.0
42
-
21.0
34.1
87.6
48
114.2
125.0
125.0
125.0
48
22.7
49.2
79.9
125.0
48
18.4
29.8
76.6
54
101.5
125.0
125.0
125.0
54
20.1
43.7
71.1
125.0
54
16.3
26.5
68.1
60
91.3
125.0
125.0
125.0
60
18.1
39.4
64.0
125.0
SD
23.9
61.3
66
83.0
125.0
125.0
125.0
66
16.5
35.8
58.1
147.0
66
21.7
55.7
72
76.1
142.4
125.0
125.0
72
15.1
32.8
53.3
134.8
72
19.9
51.1
78
70.2
131.4
125.0
125.0
78
30.3
49.2
124.4
78
18.4
47.2
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'GLAZING TYPICAL MULLION ARRANGEMENTS _ 3�'%'C •..`••,•L'1... e`.
VERTICAL PRODUCT �.� .3 ICJ. eh� e
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GLAZING GLAZING < ��' PRODUCT REVISED .; a,. :w a �• Z
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VERTICALLY OR HORIZONTALLY. Building Code :•� a?fie
GLAZING GLAZING NOA-No. 20-0814.10 oN '�� Z
INTERPOLATION BETWEEN WIDTHS ALLOWED 4.
PRODUCT PRODUCT Ex Iration Date• 5/30/2023 ®`e`'' e•. `,����
W1 + W2 ey Qf °' � f54g444� WWI
W7 W2 I WIDTH (W) = 2 Mlam ade Prod-rCo trot 6
MULLION SPAN Ca
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L
II
5/16- TAPCONS
1 1/4" MIN. 1_1/2" MIN. WOOD PENETRATION
CUP (I ON EACH WING)
2 BY
WOOD BUCK
5/16- TAPCONS
1-1/2- MIN. WOOD PENETRATION
1 PER ANGLE
X FLOATING CUP
5/16- TAPCONS
1-1/2' MIN. WOOD PENETRATION
1 PER ANGL
_I
MIN. EDGE DIST.
2-3/16" CONCRETE OR
4" JOLLOW BL CK
2X 2X 1/8'
ALUM ANGLE
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I I I I
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WOOD BUCK
II II
U U
ALUM ANGLE
ALL CUPS AND ANGLES TO FIT SNUG
INTO TUBE MULLIONS.
TAPCONS MAY BE HEX OR FLAT HEAD.
ANCHORS TYPE 'A'
2 ANCHORS INTO WOOD
5/16- TAPCONS
5/16' TAPCONS
IIN. WOOD PENETRATION
:LIP (2 ON EACH WING)
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CUP II II ALUM ANGLE
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ALL CLIPS AND ANGLES TO FR SNUG
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INTO CONCRETE OR BLOCK
INTO TUBE MULLIONS.
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MIN. EDGE DIST.
2-3/16" CONCRETE OR
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1-3/4' MIN. EMBED INTOf'ONRY 1-3/4' MIN. EMBErP
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e i 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK
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MIN. EDGE DIST.
y
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ALL CLIPS AND ANGLES TO FIT SNUG
C •�• N
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INTO TUBE MULLIONS.
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rn f=i o
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PRODUCT REVISED
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as complying with the Florida
Building Code
o ti
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CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
NOA-No. 20-0814.101
ter• I
IWITH
IZiNR'Y
ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
Fx (ration Date• 5/30/2023
P4WATER-WHITE
METHACRYLATE LACQUER.
3
o.•1-3/4-
MIN. EMBED
Miam ade ProduyYCo trol
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- 1 PER ANGLE
I
Ll
MIN. EDGE DIST.
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ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY I
ANCHORS INTO CONCRETE or BLOCK WITH ALKALI- RESISTANT COATINGS, SLI(
2'X6' MULL SHOWN [ WATER -WHITE MET14ACRYLATE LACQUER.
MIN. EDGE DIST.
2-3/16" CONCRETE OR
4.. HOLLOW BLO K 3-3/4"
5/16- TAPCONS
1-3/4- MIN. EMBED INTO MASONRY
Ij"M1N.
• 4 PER CUP (2 ON EACH YANG)
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>:
0
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WOOD BUCK
2X6 MULL
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--------------------------------
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1 3/4"
MIN.
u
Z
L.INGTH
3.688'
5.688'
2X6 MULL
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1,
H
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ANCHORS TYPE 'E' (INTO BLOCK)
'LES TO FIT SNUG
\1
)NS. BY
ANCHORS TYPE 'H' (INTO CONCRETE
:S
�s
OR FLAT HEAD WOOD BUCK
4 ANCHORS THRU 1X BUCK
INTO CONCRETE OR BLOCK
PROTECTED
0 MASONRY TO BE 1E 2"X6" MULL SHOWN
:H AS BITUMINOUS PAINT OR
R
E
r
......... .
C%I 0
PRODUCT REVISED
as complying with the Florida•Building Code
ot
NoA-No 20-0814.10
Ex ti DatejASIL:X012023
Z7�trot
E.
MIN. EDGE DIST.
2-3/16" CONCRETE OR
4" HOLLOW BLOCK
2 -7/16" !
5/16" .TAPCONS
1-3/4" MIN. EMBED INTO MASONRY 3-3/4"
4 TOTAL (2 ON EACH WING) MIN,
a
Z \Z
MIN.
2x4 or 2xG Mull
j i I I
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2 X 2 X 1/4"
______________J
I
I
1
LJ LJ
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ALUM ANGLE
CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
WITH ALKALI -RESISTANT COATINGS, SUCH
AS BITUMINOUS PAINT OR
WATER -WHITE METHACRYLATE LACQUER.
MIN. EDGE DIST.
2-3/16" CONCRETE OR
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES WHERE ANGLES N X
ARE NOT FIT SNUG INTO TUBE \
MULLIONS.
I 5/8"(2)
L_ ___________ __
5/16- TAPCGNS #14 SMS I 3
1-3/4- MIN. EMBED INTO MASONRY 4 PER ANGLE I
2 PER ANGLE
2 X 2 X 1/8"
ALUM ANGLE
OPTIONAL ANCHOR DETAIL
ANCHORS.INTO CONCRETE OR CEMENT BLOCK
CLIP LENGTH
MULL
"L"
1 X 2
1,688'
1 X 3
1 X 4
2,688'
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.
# 14 S.M.S.
2/ CHANNEL [TUBE MULLION
#12 F.H. S.M.S. II
2/ SIDE i
1/8- THICK ALUM CHANNEL I I
LENGTH TO FIT SNUG
INTO MULUON j TUBE MULLION
TUBES MAY BE NOTCHED I I
AS SHOWN TO ALLOW INSTALLATION I I
OF CUP ANGLE
CAULK JOINT AFTER ASSEMBLY
#14 FH SMS
2 PER CUP
n\ ACCESS HOLE -I 1_1/2' O.C. MIN.
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ANCHORS TYPE
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USE CHARTS FOR ANCHOR TYPE T TO VERIFY CAPACITY OF CONNECTION mhZie
•Y? X: I -
PRODUCT REVISED
as complying with the Florida
Building Code
'-
No.
ALL CLIPS AND ANGLES TO FIT SNUG NOA-20-0814.10���
'r = •'•L �a'`
INTO TUBE MULLIONS. Ex Ira6 Date: 5/30/2023 o
TAPCONS MAY BE HEX OR FLAT HEAD. Bty - a
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W
W
Mlam pads Produc,YCo trot
A
ANCHOR
TYPES
ANCHOR
TYPES
ANCHOR
TYPES
Width
MULL SPAN
A'
B
C
D
E
F
G
H
I
width
MULLSPAN
q
B
C
0
E
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G
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ANCHOR/CUP
ANCHOR/CUPS
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HORIZOMAL
MULLION -o
{
E
E
g
ANCHOR CLIP NOTES:
a
.
ti
o w
p1.
FOR CLIP TYPES AND ANCHOR CONDITIONS REFER
4•
o
_VERTICAL
MULLION
J
TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES.
aa`' td�?ivoA.
2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE
GLAZING
PRooucr
GLAZING
PRODUCT
Z
Q
�D
-- a
3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN
'�• `:''s✓
U- �
`a",•;
LQi°t
THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. ymm
? O:kl
FN
o
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4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
�a ,
CLIP
LOCATIONS AT HEAD, SILL OR JAMB ENDS. PRODUCT REVISED .;�
%Q
•�
,ANCHOR
as complying with tha Florida m z
5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED.
y '
Building Code �..�
5�
NOA-No. 20-0814.10 o m
r�
.......
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Wl
W2
HORIZONTAL MULLION
Ex IratlonDate: S130/2023'
a
SPAN
Br
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MULLION
TYPICAL MULLION
CLIP ARRANGEMENTS
CLIP ARRANGEMENTS
Mlam adeProduetC trot
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SPAN
A
B
C
D
E
F
G
H
I
1B
36318
12s.00
125.00
125.00
125.00
125.oD
125.00
125.00
12s.00
125.00
18
741I4
-
90.72
125.00
125.00
125.00
125.00
125.00
125.00
125.00
125.00
18
120
58.13
112.27
129.07
125.00
125.00
144.27
12s.00
125.00
12s.00
2d
30
131.65
125.00
125.00
725.00
125.00
125.00
125.00
12s.00
125.00
24
68.04
136.08
125.00
725.00
125,00
12s.00
125.00
125.00
125.00
_ 2!
42.10
8420
96.80
145.60
125.00
108.20
125.00
125.00
115.70
105.32
125.00
125.00
125.00
125.00
125.00
125.00
125.00
125.00
30
54.43
108.86
125.16
125.00
125.00
139.89
125.00
125.00
149.59
30
33.68
6736
77.44
116.48
125.00
86.56
130.2A
125.00
92.56
36
42
87.77
125.00
125.00
125.00
125.OD
125.00
125.00
125.00
125.00
36
45.36
90.72
104.30
125.00
125.00
116.58
125.00
125.00
124.88
36
28.07
56.13
6453
97.07
129.00
7213
108.53
14420
77.13
75.23
125.00
125.00
125.00
125.00
125.00
125.00
125.00
125.00
42
38.68
77.76
89.40
734.48
125.00
99.92
125.00
125.00
106.85
_
_ 42
24.06
48.11
55.31
83.20
110.57
61.83
93.03
123.60
66.11
4S
54
65.82
131.65
125.00
125.00
125.00
125.00
125.00
125.00
125.00
48
34.02
68.04
7822
117.66
125.00
87.43
131.56
125.00
93.49
48
21.05
42.10
48.40
7280
96.75
54.10
81.40
108.75
57.85
58.51
117.02
134.53
125.00
125.00
125.00
125.00
125.00
125.00
54
3024
60.48
69.53
104.58
138.99
77.72
116.94
125.00
83.11
_
_ 54
18.71
37.42
43.02
fi4.71
86.00
48.09
7236
%.13
51.42
6D
66
5286
105.32
121.08
125.00
125.00
125.00
725.00
125.00
144.72
60
27.22
54.43
62.58
94.19
125.09
69.95
10524
139.83
74.80
60
16,Bd
33.68
38.72
58.24
77.40
4328
65.12
86.52
46.28
47.87
95.74
110.D7
125.00
125.00
125.00
125.00
125.00
131.56
66
24.74
49.48
56.89
85.57
113.72
83.59
%.66
127.12
68.00
%
15.31
30.62
3520
52%
70.38
39.35
59.20
78.65
42.07
72
78
43.86
87.77
100.90
725.00
125.00
125.00
125.00
125.00
120.60
72
2268
45.36
52.15
78.44
10424
58.29
87.7D
116.53
62.33
72
14.03
28.07
3227
,48.53
64.50
36.07
54.27
72.10
38.57
40.51
81.01
93.14
140.09
725.00
104.11
125.00
125.00
111.32
78
20.94
41.B7
48.14
72.40
9622
53.81
80.%
107.56
57.54
78
72.95
25.91
29.78
44.80
5954
33.29
50.09
66.55
35.60
18
50 518
133.06
125.00
125.00
125.00
125.00
125.00
125.00
125.00
125.00
18
84
90.18
125.00
125.00
125.00
125.OD
125.00
725.00
125.00
725.00
_
_ 18
132
51.03
102.%
717.33
125.00
125.00
131.15
125.00
125.00
140.24
24
99.79
125.00
125.00
125.00
125.00
125.00
125.00
125.00
125.00
24
60.14
120.29
138.29
125.00
125.00
125.00
125.00
125.00
725.00
?A
38.Z7
76.55
88.00
132.36
125.00
98.36
148.00
125.00
105.18
30
36
79.83
125.00
125.OD
125.00
125.00
125,00
125.00
125.00
125.00
30
48.17
96.23
110.63
125.00
125.00
123.66
125.00
125.00
132.23
_
30
30.62
6124
70.40
105.89
140.73
78.69
118.40
125.00
64.15
66.53
133.06
125.00
125.00
125.00
125.00
125.00
125.00
t25.00
36
40.10
80.19
92.19
138.67
125.00
103.05
125.00
125.00
110.19
_ 56
25.52
57.03
58.67
86.24
117.27
65.58
98.67
131.09
70.12
42
48
57.02
114.05
131.12
126.00
125.00
146.56
125.00
125.00
125.00
- 42
34.37
68.73
79.02
118.86
125.00
88.33
132.90
125.00
94.45
42
21.87
43.74
5029
75.64
100.52
5621
84.57
112.38
60.10
49.90
99.79
114.73
125.00
725.OD
128.24
125.00
725.00
137.13
46
30,07
60.14
69.14
104.00
13821
77.29
11629
125.00
82.64
48
19.t4
3627
44.00
88.18
87.95
49.18
74.00
98.32
52.59
64
44.35
88.70
101.98
125.00
125.00
113.99
125.00
125.00
121.89
54
26.73
53.46
61.46
92.44
122.86
68.70
103.37
737.33
73A6
54
17.01
34.02
39.11
58.83
78.18
43.72
65.78
87.39
46.75
60
66
39.92
79.83
91.78
138.05
125.00
102.59
125.00
125.00
109.70
6U
24.06
48.11
55.31
8320
110.57
61.83
93.03
123.60
66.11
�
ts.31
30.62
3520
5295
70.3fi
39.3s
59.20
78.65
42.07
36.29
72.58
83.44
125.50
725.00
9328
140.33
125.00
99.73
66
21.87
43.74
50.29
75.64
100.52
56.21
84.57
112.36
fi0.10
_
_ 66
19.92
27.83
32.00
48.13
63.97
35.77
53.82
71.50
38.25
72
78
33.26
fi6.53
76.48
115.04
125.00
85.49
128.83
125.00
91.42
72
20.05
40.10
46.10
69.33
92.14
51.52
77.52
703.00
55.10
72
12.76
2552
29.33
44.12
58.64
32.79
49.33
fi5.55
35.06
30.71
61.41
70.60
706.19
141.13
78.92
118.74
125.00
84.39
78
18.51
37.01
42.55
64.00
85.05
47.56
71.56
95.08
50.86
_
78
11.78
23.55
27.OB
40.73
54.73
3027
45.54
60.50
32.36
18
57
118.18
125.00
125.00
125.00
125.00
125.00
125,00
125.00
125.00
16
96
70.17
740.33
125.00
125.00
125.00
725.00
125.00
125.00
125.00
_
_ 18
144
46.78
93.56
107.56
125.00
125.00
120.22
125.00
125.00
728.56
24
30
88.63
125.00
125.00
125.00
125.00
125.00
125.00
125.00
125.00
24
52.63
10525
121.00
125.00
125.00
135.25
12s.00
125.00
144.63
?A
35.08
70.17
80.67
121.33
125.00
80.17
135.67
125.00
96.42
70.91
741.67
125.00
12s.00
125A0
125.00
125.00
125.00
125.OD
30
42.10
84.20
96.80
145.60
125.00
10820
125.D0
125.00
115.70
_
_ 30
28.07
56.13
6453
97.07
129.00
72.13
108.53
14420
77.13
36
42
59.09
118.76
135. 86
125. 00
125.00
125.0 0
125. 00
5 00
t2 .
125.00
36
35.08
70.17
80.67
121.33
125.00
90.77
135.67
125.00
96.42
3fi
29.39
46.78
$3.78
60.89
107.50
60.11
90.44
120.17
64.28
50.65
10129
116.45
125.00
125.00
130.17
125.00
125.00
139.19
42
30.07
60.14
69.14
104.00
138.21
77.29
11629
125.00
82.64
_
42
20.05
40.70
4fi.10
69.33
92.14
51.52
77.52
103.00
55.10
48
54
44.32
88.63
101.89
125.00
125.00
113.89
125.00
125.00
121.79
46
26.31
52.63
60.50
91.00
120.94
67.63
101.75
135.19
72.31
_
48
17.54
35.08
40.33
60.67
80.63
45.08
67.83
90.13
48.21
39.39
78.78
90.57
13623
725.00
701.24
125.00
125.00
10826
64
23.39
46.78
53.78
80.89
107.50
60.11
90.44
120.17
fi428
56
15.59
31.19
35.85
53.83
71.67
40.07
80.30
80.1t
42.85
60
66
35.45
70.91
81.52
122.61
125.00
91.12
137.09
125.00
97.43
60
21.05
42.10
48.40
72.80
96.75
54.70
81.40
108.15
57.85
_
60
74.03
28.07
3227
48.53
6450
36.07
54.27
72.10
38.57
3223
64.46
74.11
111.46
148.13
82.83
724.63
725.00
88.57
66
19.14
38.27
44.00
66.18
87.95
49.18
74.00
98.32
52.59
_
_ 66
12.76
25.52
29.33
44.12
58.64
32.79
49.33
6s.55
35.06
T2
78
29.54
59.09
67.93
102.18
135.79
75.93
114.25
725.00
87.19
72
17.Sd
3s.08
40.33
60.67
80.63
45.08
67.83
90.13
4821
72
11.69
23.39
26.69
40.44
53.75
30.06
45.22
60.08
32.74
27.27
54.54
62.70
94.32
125.94
70.09
105.46
14D.11
74.95
78
16.19
32.38
37.23
56.00
74.42
41.62
62.62
83.19
44.50
_
76
10.79
2159
24.82
37.33
49.62
27.74
41.74
55.46
29.67
16
63
108.92
125.00
125.00
125,00
125.00
125.00
125.00
125.00
125.00
18
108
6237
124.74
143.41
725.00
125,00
125.00
125.00
125.00
125.00
18
150
44.91
89.81
10325
125.00
125.00
115.41
173.65
125.00
123.41
24
30
80.19
125.00
125.00
125.00
125.00
125.00
125.00
125.00
125.00
24
48.78
93.58
107.56
125.00
125,00
12022
125.00
12s.00
128.56
24
33.68
67.36
77.44
116.48
125.00
%,56
13024
125.00
92.56
64.15
128.30
147.50
125.00
125.00
125.00
125.00
125.00
125.00
30
37.42
74.84
86.04
129.42
125.00
96.18
144.71
125.00
102.84
30
26.94
53.89
61.95
93.18
123.84
69.25
1D4.19
136.43
74.05
36
42
53.46
t06.92
122.82
125.00
125.00
137.40
125.OD
125.00
146.92
36
31.19
62.37
71.70
107,85
143.33
80.75
120.59
125.00
85.70
36
22.45
44.91
51.63
77.65
103.20
57.71
88.83
115.36
61.71
45.82
91.fi5
105.36
125,00
125.00
117.77
125.00
125.00
125.93
42
26.73
53.48
61.46
92.44
122.Bfi
68.70
103.37
137.33
73.46
_
_ 42
19.25
38A9
4425
%.56
88.46
49.46
74.42
98.88
52.89
48
64
40.10
80.19
92.19
t98.67
125.00
103.05
125.00
125.00
110.19
46
23.39
46.78
53.78
80.89
107.50
60.71
90.d4
120.17
64.28
48
16.84
33.68
38.72
58.24
77.40
43.26
65.12
86.52
46.28
35.64
71.28
81.95
12328
125.00
91.60
137.82
725.00
97.95
64
20.79
41.58
47.60
71.90
95.56
53.43
80.40
108.et
57.14
_ 64
14.97
29.94
34.42
51.77
68.80
38.47
57.88
76.91
41.14
60
66
32.08
64.15
73.75
110.93
147.43
82.44
124.04
125.00
88.15
60
18.71
37.42
43.02
64.71
86.00
48.09
72.38
98.13
51.42
60
13.47
26.94
3D.98
46.59
61.92
34.62
52.10
69.22
37.02
29.16
58.32
67.05
100.85
134.03
74.94
112.76
149.82
80.14
66
17.01
34.02
39.11
58.83
78.1E
43.72
65.78
87.39
46.75
_
66
1225
24.49
28.16
42.36
5629
31.46
47.36
62.92
33.66
72
78
26.73
53.46
61A8
92.44
122.86
88.70
103.37
137.33
73.46
T2
15.59
31.19
35.85
53.93
71.67
40.07
60.30
80.11
42.85
72
11.23
22.45
25.81
38.83
51.60
28.8s
43.41
57.68
30.85
24.67
49.35
Sfi.73
85.33
113.41
83.41
95.41
128.77
67.81
78
14.39
28.79
33.09
49.78
66.15
36.99
55.68
73.95
39.56
_
76
10.36
20.73
23.83
35.84
47.63
26.63
40.07
53.24
28.48
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