HomeMy WebLinkAboutProduct Approval (3) i
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MIAMI-DARE MIAMI-DADS COUNTY
�i Im PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599
INMEYPTANCE OA www.miamidade.gov/economy
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
Cod i cl di t e i el ci urr'c a e.-
ESCRIPTION: Clip ed Extruded Alumi um T b ull'on w/an w o �Tube
i fo ce e t—LPRO DO U :Drawing No.LAW-ML-1001,titled"AluminuMullions"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.,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.
SSILE 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 and renews NOA No.17-1212.24 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.18-0529.03
QMIAMDADERMOUNTY 1�g Expiration Date: May 30,2023
Approval Date: June 14,2018
Page 1
i
I
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 Is No. 02-0501.05 and 95-121Z09)
2. Drawing No. LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10
of 10, dated 04/27/10,with revision D dated 11/21/17,prepared by manufacturer,
signed and sealed by Thomas J. Sotos,P.E.
B. TESTS
1. 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. 024501.05) -
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. 02-0501.05)
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.HETI-02-1716, dated 8/27/02, signed and sealed by
Rafael E. Droz-Seda,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&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)
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.
HETI-02-1717,dated 08/27/02, signed and sealed by Rafael E.Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
Manuel Perez,
Product Control Exa .
NOA No.18-0ine
Expiration Date: May 30,2023
Approval Date: June 14,2018
E-1
• i '
Lawson'Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (coNTuf=E •
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. 95-1212.09)
7. 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 Diamond,P.E.
(Submitted under NOA No. 95-121Z09)
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
f 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
i 1. None.
i
i
F., STATEMENTS
1. Statement letter of conformance, complying with the FBC 6th Edition(2017), and of
no financial interest,dated November 17,2017,issued, signed and sealed by Thomas
J. Sotos, P.E.
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.
I 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)
Manuel P ,P.E.
Product Control xa iner
I NOA No. 1 29.03
Expiration Date: May 30,2023
Approval Date: June 14,2018
E-2
i
Lawson Industries,Inc.
� NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS(CONTINUED)
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
I Joseph C. Chan,P.E.
(Submitted under NOA No. 03-0128.06)
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. 17-0222.13 issued to Lawson Industries,Inc. for their
Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement—
L.M.I.", approved on 04/13/17 acid expiring on 05/30/18.
2. One year approval, subjected to successful verification test.
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 E dated 05/14/18,prepared by manufacturer,
signed and sealed by Thomas J. Sotos,P.E.
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.
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&
i Testing,Inc.,Test Report No. HETI-18-6037, dated 05/04/18, signed and sealed by
1 Rafael E.Droz-Seda,P.E.
Manuel Pere
Product Control E mine.
NOA No. 18- 9.
Expiration Date: May 30,2023
Approval Date: June 14,2018
E-3
i
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B: TESTS.(CONTINUED)
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.
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.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 6tn
Edition (2017),prepared by manufacturer, dated 05/24/18, signed and sealed by
Thomas J. Sotos,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. None.
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.
i
I
i
Manuel 11'erez,11-
Product Control Ex i r
NOA No. 18 52 03
Expiration Date: May ,2023
Approval Date: June 14,2018
E-4
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THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT y
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE C
ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. o
0
GLAZING HORIZONTAL MULLION m °
PRODUCT _ RECTANGULAR ALUMINUM TUBE MULLIONS e m y
USING MULLION PROPERTIES ONLY
ANCHOR/CLIP HORIZONTAL MULLION GLAZING V
PRODUCT r 3 GENERAL NOTES: o
cV 1- THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3°' y Z
REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-5th Edition&2017-6th =y c 3 03 a q
+ w Ec%on)INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). z Z a
ra
VERTICAL VERTICAL 11 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE m i a tt O m o
3 APPUCABLE FLORIDA BLDG. CODE REQUIREMENTS I,E: WIND LOAD, WATER V
MULLION MULLION c a
INFILTRATION.FORCED ENTRY RESISTANCE. SAFEGUARDS ETC.
II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON—IMPACT APPLICATIONS, Z C
zz GLAZING 3 _ INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. W y
GLAZING GLAZING GLAZING a¢ L] 4-WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER z
PRODUCT PRODUCT PRODUCT rn PRODUCT LOADS TO THE STRUCTURE. Q E� w
5.ANCHORS SHALL BE AS LISTED,SPACED AS,SHOWN ON DETAILS,ANCHORS U �" ro
c
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. v
a
ANCHOR/CLI 5. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS a
+ j z
ARE NOT PART OF THIS APPROVAL.
7-A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USEO IN DESIGN OF
' WOOD ANCHORS ONLY. W C
B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, HN
wi W2
W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET V U
MULLION.SPAN THE REQUIREMENTS OF THE FLORIDA BLDG. CODE.— SECTION 2003.8.4. (-, 10 y E
MULLION SPAN U)
W1 + W2 + W3 'MULLION & LIP NOTES:
WIDTH (W) = z a
- 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET �
2 OF 10 FOR DETAILS AND NOTES. g
ANCHOR LIP ANCHOR/CLIP REFER TO SHEET 3 OF 10 FOR MAX- MULL'DESIGN PRESSURE CHARTS a r o m
-.1 HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET G' r a� I
4 OF 10 FOR DETAILS AND NOTES. 4 m o ao
- REFER TO SHEET 5 OF 10 FOR MAX- MULL DESIGN PRESSURE CHARTS r -
GLAZING 3. FOR CLIP TYPES-AND ANCHOR CONDITIONS REFER TO SHEETS L 9 '0 3 y I
VERTICAL PRODUCT 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES.
MULLION + w • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS LL
GLAZING GLAZING �d m
PRODUCT PRODUCT N l GLAZING GLAZING II' _ •_ a z z. ,
PRODUCT PRODUCT o a
j g
VERTICAL y ¢ " c " @
ANCHOR/CLIFL, MULLION _
ANCHOR/CLIP
i "M
i'
W1 W2 wi.
W1 12 Hipdy�'�i O O
yY MULLION SPAN
PRODUCT REVISED v M 0:a•S
- as complying wiW the Florida e� .v. O ���•
Building COde x
WIDTH (W) .= wt + w2 WIDTH (W) = wT 2 w2 Acxcplm¢No1B•�j ,O�j
-
2 e ion Date �pZ o�,
II yIIt{Ilit{{ {{{♦♦♦♦ 6 TYPICAL MULLioN ARRANGEMENTS Pr°d
o
i
3.690 L
.125
C
La05 --.11111t1II a.000 A � to
g 1 �r
.I56 TYP. � T
300 .50 Qqq
W
4.000 .
.115 Z
3.000 p
-
co -
3.062 3.000 .115 0 M Q q J
2 X 4 TYPICAL 2.000 1.732 2.062 2A00 z r ! z a
�4s00 -1 STD. TUBE WINDow FRAME I o f Z q O
MULLIONLLr _JI. m a � a a o
7X MULLION CLIP II II II I
6063-T6 .186r 102 IL F�1.000+7 •1� I 102 F�IA00-i .156r A7B II`� ]
F-L062-I l.le0 1-1.062� 1.1R8 �1.062-a .' y
NOTCH 2•� 6.Doo 2 X 6 1 X 4 1 X 3 T X 3 1 X 2 1 X 2 W 2
�•L' on,
NAL .
STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION N 5 E
MULLION 6063-T6 6063-T6 6063-76 6063-T6 6063-T6 < E. M C
_ Ixx: 2.070 in .Ixx: 1.000 in`. Ixx: 0.950 in`. Ixx: 0.370 in Ixx: 0.330 ina. F g
a o Sxx: 1.035 in Sxx: 0.667 ina Sxx: 0.633 ina Sxx: 0.370 in� Sxx: 0.330 ina ®Z U
0 2.00a (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) ~ Os 02
STANDARD TUBULAR SHAPES imthe "7 0.
o I F•---2000� v-
I TYP.WALL= -I T6 ALL I L000 &��.8 CD&l the FlonxW
ALLOY 6063-76 r �'11
I � .I25 Acce Lea No 1
.750 TYPICAL ExP fiOn Dale iy a
GLAZING PRODUCT 124 I�1.000-I T, W�„I V j yyE
i I .125Mia+n 5 I
�anoD -I 2 #
zAoo - D
I.125 2250 _!. r .125
. 4n00 �z
I 6A00 3000
.125 g
2 n0o
a.500 LL m
anon
1X MULLION CLIP zwo 3.004 a,oDo 3�
IU
6063-T6 1 X 4 1 X 3 1 X 2 4 r -
MULLIONS CONTAINING STD. TUBE MULLION STD. TUBE MULLION STD. TUBE MULLION
` NOTCH L TYPICAL GLAZING PRODUCTS 2 x 6
6o63-T6 6063-T6 6063-Tfi
oPnONAL HORIZONTAL OR VERTICAL Z X 4 Ixx; 2.070 ina Ixx: 0.950 in. Ixx: 0.330 ina « « P c
Sxx: 1.035 in. Sxx: 0.633 in. Sxx; 0.330 in. o 0
STD. TUBE MULLION �T TUBE MULLION a° s s c <
a SEE WINDOW OR DOOR APPROVAL FOR S m
6063-T6 6063-T6
FASTENERS SIZES AND SPACING w
a - Ixx: 8.280 in Izx: 2.980 in a o ,`o z z 1d
o _ � o
Sxx: 2.760 in} Sxx: 1.490 in e E
u u° o 0
L.� CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS
�/ ✓L' INSTRUCTIONS: USING MULLION PROPERTIES ONLY 8
\ \ MULL "L" gWUttgv
I X 2 1.688' USE CHARTS Arlo GRAPHS As FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT m 09,���i •H��P'O
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE t
STEP I DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. m��OCR•.••••••••••.;�/p
1 X 3 2.688• COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. oT0>0.�`�; +�3 G
STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE L04D
NOTCH > 1 X 4 3.688• REQUIREMENTS. �� •y C4
OPTIONAL 2 X 4 3,688' :STEP �E CONNECTION TO MULLION A5 PER PRODUCT NOT C
APPROVAL --� -' �•.A,11 H W
325 MIN. 2 X 6 5.688' STEP 4 SPECIFY LWIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET o O•
z.GGD USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE, o
1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED • .�d`�it
SNUG INTO TUBE MULLIONS. IN STEP t aeovE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR F o*,• ��o`
2. WHERE ANGLES ARE NOT FIT-SNUG USING ANCHOR TPES Ory SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. y ° "••.' (}-�a°•
ANGLE CLIP 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 •e+"�� 14
6063-T6 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE - 4
I---2.G00-I ANCHOR DETAIL AT SHEET 9 OF 10. ARRANGEMENTS OR STACK CONFIGURATIONS. a
TUBMULLIONS TUBE MULLJONS TUBE MULUONS W
Width w MULL SPAN 1X2 iX3 C iX4 2X4 2X6 Width w MULL SPAN 1X2 1X3 1X4 2X4 2X6 Width w MULL SPAN 1X2 1X3 1X4 2X4 2X6 z -
18 125.0 125.0 125.0 125.0 18 28.3 81.5 125.0 125.0 18 19.3 42.1 60.5 125.0 p
24 125.0 125.0 125:0 125.0' 125.0 24 21.2 61.1 133.2 125.0 125.0 24 - 31.5 45.4 126.2 0 c a a
30 123.0 125.0 125.0 125.0 125.0 17.0 48.9 125.0 125.0 30 - - 25.2 36.3 100.9 tO h
36 102.5 125.0 1 125.0 125.0 125.0 36 40,7 88.8 127.8 125.0 36 - 21.0 30.3 $4.1 M v o
42 87.9 125.0 125.0 125.0 125.0 34.9 .76.1 109.5 125.0 42 18.0 25.9 72.1 N o p G o
48 38.3/8" 76.9 125.0 125.0 125.0 125.0 1 48 74-1l4" 30.6 66.6 95.8 125.0 48 120" - 15.8 22.7 63.1 m o N Z a
54 68.3 13Z6 125.0 125.0 125 0 54 27.2 59.2 85.2 125.0 64 20.2 56.1 v
60 61.5 123.9 125.0 125.0 125.6 GD 24.4 53.3 76.7 144.2 60 - 18.2 50.5 z r 3 a y
66 55.9 112.6 125.0 125.0 125.0 66 22.2 48.4 69.7 131.1 66 16.5 45.9 w
= c z x
72 51.3 103.2 125.0 125.0 125.0 72 20.4 44.4 63.9 120.2 72 15.1 42.1 W= 2 o
78 47.3 95.3 126.0 10.0 125.0 78 18.8 41.0 59.0 110.9 78 38.8
18 89.3 125.0 125.0 125.0 125.D 18 56.3 122-6 125.0 125.0 18 31.6 45.5 126.4 'D 1
24 67.0 125.0 125.0 125.0 125.0 24 42.2 92.0 132.4 125.0 24 23.7 34.1 94.8
30 53.6 142.3 125.0 125.0 125.0 30 - 33.8 73.6 105.9 125.0 30 19.0 27.3 75.8
36 44.6 118.E 125.0 125.0 125.0 36 - 28.1 61.3 88.3' 125.0 36 15.8 22.7 63.2 ¢ F
42 38.3 101.7 125.0 125.0 125.0 42 24.1 52.6 75.7 125.0 42 - 19.5 54.2
4B 60.618" 33.5 89,0 145.4 126.0 125.0 48 84" 21.1 46.0 66.2 140.8 48 132" 17.1 47.4 E. :2 a
54 29.8 79.1 129.2 125.0 125.0 64 - 16.8 40.9. 58.8 125.2 54 15.2 42.1 z rn
a z z
60 26.8 71.2 116.3. 125.0 125.0 60 - 16.9 36.8 53.0 112.7 60 - - - - 37,9
66 24.4 64,7 105.7 125.0 125.0 66 15.3 33.4 48.1 102.4 66 34.5 Ul 5
72 22.3 59.3 96.9 139.5 125.0 72 - 30.7- .44.1 93.9 72 31.6 p y
78 20.6 54,7 89,5 128.8 125.0 78 28.3 40.7 86.7 78 - 29.2 m
18 62.6 125.0 125.0 125.0 125.0 18 - 37.7 82.1 118.3 125.0 18 .24.3 36.0 97.4 C m
24 46.9 135.1 125.0 125A 125.0 24 28.3 61.6 88.7 125.0 24 18.3 26.3 73.0 N EJ
30 37.5 108.1 125.0 125.0 125.0 30 226 49.3 71.0 125.0 30 21.0 58.4 (n rru
36 31.3 90.1 125.0 125.0 125.0 36 - 18.8 41.1 59.1 143.8 36 17.5 48.7 ? m
42 26,8 77;2 131.1 125.0 125.0 42 16.2 35.2 50.7 123.2 42 15.0 41.7 i
48 57" 23,5 67.5 114.7 125.0 125.0 48 96" 3D.8 44.3 107.8' 48 144" - 36.5 l t
54 20.9 60.0 101.9 146.8 125.0 54 27.4 39.4 95.8 64 - 32.5 H y
60 18.8 54.0 91.7 132.1 125.0 60 24.6' 35.5 . 86.3 60 29.2. i
66 17.1 49.1 83.4 120.1 125.0 66 22.4 32.3 78.4 66 26.6
72 15.6 45.0 76.5 110.1 125.0 72 20.5 29.6 71.9 72 24.3 N $ o b
78 - 41.6 1 70.6 101.6 125.0 78 19.0 27.3 66.3 78 22.5 um Z 3:
18 46.3 133.4 125.0 125.0 125.0 18 26.5 57.7 83.1 125.0 18 31.0 86.1 - - o��
24 34.8 100.0 125.0 125.0 125.0 24 19.9 43.3 62 3 125.0 24 - 23.3 64.6
30 27.8 80.0 125.0 125.0 125.0 30 15.9 34.6 49.8 136.3 30 18.6 -
36 23.2 66.7 125.2 125.0 125.0 36 - 28.8 41.5 113.6 36 15.5 43.1 c
"
42 19.9 57.2 107.3 125.0 125.0 42 - 24.7 35.6 97.4 42 36.9 3 LL LL o 0
48 63" 17A 50.0 93.9 135.1 125.0 48 108" 21.6 31.1 85.2 48 150" 32.3 ' It i = N
64 15A 44.5 83A 120.1 125.0 64 19.2 27.7 75.7 54 28.7 i d "
60 40.0 75.1 108.1 125.0 60 17.3 24.9 68.1 60 25.8
66 36.4 68.3 98.3 .125.0 66 - 15.7 22.7 62.0 66 23.5 x c
72 33.3 626 90.1 125.0 72 20.8 56.8 72 21.5 a.m c3 d W 4
.78 30.8 57.8 83.2 125.0 78 - 19.2 52.4 78 19.9 o !
HORIZONTAL MULLION
,,,,.,,..,. i
='cIAZINc TYPICAL MULLION ARRANGEMENTS ���bj * �iv�y�
VERTICAL
PRODUCT 3 - w`-.,, -,,.... ••j�,
MUWON ARCHES TO BE INSCRIBED my -0 �,
INSIDE RECTANGULAR SHAPE F ?: 1
Z O7Sin.•�
GLAZING ctnZuuc LD Zd NOTE: r ° di ¢:E1
PRODUCT PRODUCT -la MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED pRODucrTtRVISEv ,• z 11{t
5N VERTICALLY OR HORIZONTALLY. �c"mply gw;tnLteFlorida < G�O p Oj�f,
GLAZING GLAZING Building�� G y M I
PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) Accepm<ei�
_. ..._ E .on Bate �jQ?3 Fa ♦ice � ..-: I
WIDTH ( `W` __ WI +-W2 By a ♦ •'�..p'4,,,'`, "-w
WI W2 I MULLION SPAN _I 2 Mi product of O
i
1.690
T� .125 4000
.062J .688 312 1.000 1.500 fq
.I56 TYP. __ •125 .0621 rI
- .688 O F
�- 777���--- .125 p Z
3Aoo I F m y Q
1.405 4.000 I .IS I.732 F Q�
4-000 3A00 to O- 41 p
2 X 4 3A00 D0 3A62 C o
4A003,6M 2b88 00 G G v
STD. TUBE h a
TYPICAL ;I`.`�.. [z�
1- 4.500 --•i MU I WINDOW FRAME Z�Z z ; y
z
2X MULLION CLIP .189 .156r �-l.000 .0 of Z o
6063-T6 IO2 IL I 102 IL
1A62-i F-1.062-I 1 X 3 1.188 U I
NOTCH 'L'� 6400 STD. T 1 X 4 1 X 4 STD. TUBE MULLION 1 X 3 0
�•L• OPTIONAL U I N STD. TUBE MULLION 1 X 3 6063-T6 CUSTOM MULLION W z �
CUSTOM MU6LLION 6063-T6. CUSTOM M I N 6063-T66063-T
6063 V
Ixx: 4.709 in Ixx: 4.709 in4 I a Ixx: 2.168 in Ixx: 2.218 in4 F
2.168 in.
Sxx: 2.355 in3 Sxx: 2.355 in,
3 Sxx: 1.445 in3 Sxx: 1.479 in� y
$xx: '1.445 in. Fa
a 1----2A00� V 9
(FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) ®H N g
o STANDARD TUBULAR SHAPES I� - 55
TYP.WALL=.125•ALL I iseo0� (n o 'gc O
ALLOY a 6063-T6
0:
.750 I' TYPICAL C Mt j
GLAZING PRODUCT
F M 6
j
'1� V O I 1625� ?
2.000 lzs z.zso
4.000 `
1�N
1 &1 112 S.M.S.
4500 012"O.C. 4.000 •125. d
_ c I
1X MULLION CLIP 3.000 4.000 3.625
6063-T6
MULLIONS CONTAININ 5 W W "8 uo
'L•� "L"� TYPICAL GLAZING PR UCTS caxs.a
NOTCH o u :E -
\ OPTIONAL HORIZONTAL O ERTICAL °
PRODUCE REVISID r 4 o
o SEE WINDOW 0 OR APPROVAL FOR ay complyi0g with the FMnda o 0
2 X 6 2 X 4 Build,ac°aa
FASTENE SIZES AND SPACING Aca
o STD. TUBE MULLION STD. TUBE MULLION 6x;lat Die �IDZ3 $ _
6063-T6 6063-T6 2 ,`B u
5 z° rc
Ixx:19.648 in; Ixx: 7.649 i Y ade x o u° o
Sxx: 6.549 in. Sxx: 3.B25 in.
.L.� \ .L•' \ CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULL Sa
MULL °L•• INSTRUCTIONS: USING MULLION PROPERTIES ONLY e
AND GRAPHS AS FOLLOWS.
1 x 2 1.688' USE STEP 1 DETERMINE�DESIGN LOAD REDURED FOR PARTICULAR OPENING. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT m 0�ee0rj`,*•"�3j�f � K
1 X 3 2.688• AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE m`� .' �.
,,STEP 2 USE APPROVED GLAZING PRODUCTS MEL[ING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. k+ u' �•'1�
NOTCH 1 X 4 3.688, REOUIREMENTS. G'0Lii N O O J
OPTIONAL 2 X 4 3.688' STEP USE CONNECTION TO MULLION AS PER PRODUCT NOTE myxi}� N �•aa-
APPROVAL -�- � Sll N ;a',4,!
.I- IN. 2 X 6 5.688• STEP 4 SPECIFY MAXIMUM SHIM saaclNc. 1. REFER TO THE GENERAL NOTES ON SHEET aozu•` v,��`r'
2400 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. or�f r:
I 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED L of SNUG INTO TUBE MULLIONS. IN STEP t ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR. Fo y
2. WHERE.ANGLES ARE NOT FIT SNUG HORIZONTALLY, a I
'ANGLE CLIP, USING ANCHOR TYPES ON SHEET.5 THRU 9 AND-ANCHOR CHARTS -p, •
I 6063-T6 INTO TUBE MULLIONS,-SEE OPTIONAL � 6 ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10•FOR TYPICAL MULLION
V---zn00� ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP i ABOVE ARRANGEMENTS OR STACK CONFIGURATIONS. a
I
STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS
rn
Width w MULL SPAN 1X3 1X4 2X4 2X6 Width w MULL SPAN iX3 1X4 2X4 2X6 Width w MULL SPAN 1X3 1X4 2X4 2X6 y F ••
18 125.0 125.0 125.0 125.0 18 125.0 125.0 125.0 125.0 18 44.0 95.7 .125.0 125.0 c z j
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 0 0
30 125.0 125.0 125.0 125.0 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 n �. o
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 < o
48 38-3/8' 125.0 125.0 125.0 125.0 48 74-1/4" 69.7 125.0 125.0 125.0 1 48 120 16.5 35.9 58.3 149.7
54 .0 125.0 125.0 125.0 S4 620 134.6 125.0 125.0 64 31.9 51.8 133.1 e< e e
60 1 12.9.0 125.0 125.0 60 55.8 121.2 125.0 125.0 60 28.7 46.6 119 i 3 W a b
66 125.0 25.0 125.0 125.0 66 50.7 110.1 125.0 125.0 66 26.f 42.4 8.9 _�= c Z zq
72 125.0 1 125.0 125.0 '72 46.5 101.0 125.0 125.0 72 - 23.9 38.9 99.8 n w= 2 ct o
78 125.0 125.0 *25.00 125,0 78 42.9 93.2 125.0 125.0 78 22.1 92.1 co z a Z .~Jim o
18 125.0 125.0125.0 18 128.4 125.0 125.0 125.0 18 33,1 71.9 116.8 125.D24 125.0 125.0 . 125.0 24 96.3 125.0 125.0 125.0 24 24.8 53. 87.6 125.0 2 rn
30 125.0 125.0 125.0 .0 30 77.1 125.0 125.0 125.0 30 19.9 .1 70.1 125.0 W a 3
36 125.0 125.0 125.0 125. 36 64.2 139.5 125.0 125.0 36' 16.5 35.9 58.4 125.0 F z
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 WSW, 125.0 125.0 125.0 125.0 84" 48.2 104.6 125.0 125.0 48 13Z' 27.0 43.8 1125
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 z Q z N
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 - ® m z
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
72 135.3 125.0 125.0 125.0 72 32.1 69.7 . 113.3 125.0. 72 18.0 29.2 75.0 N o
78 124.9 125.0 125.0 125.0 78 .6 64.4 104.6 125.0. 78 16.6- 26.9 69.2 �W � z '
18 125.0 125.0 125.0 125.0 18 86. 125.0. 125.0 125.0 8 25.5 55.4 89.9 125.0 j m
24 125.0 125.0 125,0 125.0 24 64.5 40.1 125.0 125.0 24 19.1 41.5 67.5 125,0 (� F 6
30 125.0 125.0 125.0 125.0 30 51.6 11 125.0 125. 30 15.3 33.2 54.0 138.6 (n ;
36 125.D 125.0 125.0 125.0 36 43.0 93.4 )25.0 .0 36 - 27.7' 45.0 115.5i Z a
42 125.0 125.0 125.0 125.0 42 36.9 80.1 125.0 42 - 23.7 38.5 99.04857" 125.0 125.0 125.0 125.0 48 96" 32-3 70.1 125.a-, 48 14,C 20.8 33.7 86.654137.0 125.0 125.0 125.0 64 28.7 6232 0 i 54'
18.5 30.0 77.0 z a
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 1121 125.0 125.0 125.0 66 23.5 .0 S2.8 125.07 66 15.1 24.5 63.0 < Y
72 102.8 125.0 125.0 125.0 72 21.5 46.7 75.9 125.0 22.5 .57.8 R G <a:
7 94.8 125.0 125.0 125.0 78 19 43.1 70.0 125.0 78 - - 20.8 53.3 m"
18 125.0 125.0 125.0 125,0 18 .4 131.2 125.0 125.0 18 226 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 15.9 35.7 59.7 125.0 g"
30 125.0 125.0 125.0 125,0 30 36.3 78.7 127.9 125.0 30 29.4 47.7 1226 = t
y n G 4
36 125.0 125.0 125.0 125,0 36 30.2 65.6 106.6 125.0 36 24.5 39.8 1022 a m 4 a
42 130.5 125.D 125.0 125.0 42 25.9 56.2 91A 125.0 42 21.0 34.1 87.6
48 63" 114.2 125.0 125.0 125.0 48 108" 22.7 49.2 79.9 125.0 48 150" .4 29.8 76.6 e a m s m m
54 101.5 125,0 125.0 125.0 201 43.7 71.1 125.0 54 16. 26.5 68.1 " z z
60 91.3 125.0 125.0 125.0 60 18.1 39.4 64.0 125.0 60 9 61.3 �� .E .E 3
66 83.0 125.0 125.0 125, 66 16.5 35.8 58.1 147.0 66 - 2. 55.7 : .4
72 76.1 1424 125.0 0 72 15.1 328 53.3 134.8 72 19.9 51.1 FFa
78 70.2 131.4 125.0 125.0 78 30.3 49.2 124.4 78 18.4 4. EY 59 e c
NORRONTAL UULUON
R D G 3 TYPICAL MULLION ARRANGEMENTS m ���PO� ".........�3,y�Py�
VERTICAL -
MULLION ARCHES TO BE INSCRIBED Z
Z MSIDE RECTANGULAR SHAPE �- O m4, N u.
o z NOTE: y
PRODUCT DUCT �(L MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED "` UT a�X�
N PRODUCTREVISFD
GLAZING GLAZING 3 VERTICALLY OR HORIZONTALLY. .,,mplyiugrrilhdxFlmida
PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) BuiidingC.&
docDala
WIDTH (W) W1 +"W2 - - By a ,,•''y��didtt+••...',,,to�e
W1 W2 MULLION SPAN 2 Nmu m' ^� o
5/16'TAPCONS 5 16'TAPCONS MIN. EDGE DIST.
-
1 1/4" MIN. 1-1/2'MIN.W600 PENETRATION 1-1/2-MIN.WOOD PENETRATION 2-3/16" CONCRETE OR y
EDGE DIST. 2 PER CUP(1 ON EACH WINC) 1 PER AN 4" OLLOW BL CK 5/16'TAPCONS 5/16•TAPCONS O EE
1-3/4-MIN. EMBED INTO MASONRY 1-3/4-MIN.EMBED INTO MASONRY O m
3/4" 4 PER CUP(2 ON EALH W NG) 2 PER ANCLE 1D e Q F
MIN. ^m y z
1 �Z 1 I I Z •I 1 \Z 1 M I y o
1 .• 1 •�1, ..I I a m 0 0 Q U J
II II II II 3 1i
ZW e o fn Z "
X u D 11 II II q
4� IL_JI n n 2 7/16 u q ii ii o'00 z R z
_________ L=JI I I 11 2 X 2 X 1/8- II 11 I I I I m M a. Q, o
I I 1X FLOATING CUP I I I I ALUM ANGLE x MIN. II II I I I I m a
ly 1 I 2 BY I I U U 1 BY IL__JI II II .] 6
I I I I I I ----_---- (, i) 11 I I 2 X 2 X 1/8' a F I
\ WOOD BUCK I ---- WOOD BUCK 1 1 1X FLOATING CUP qW '
1 I I 1 I I II II ALUM ANGLE
I 1 1 1 1 1 \ 1 1 I 1 U Lj
1 I I 1 I I Z W z 33
Q
3/4" MIN. 5/16'TAPCONS ANCHORS TYPE V (INTO BLOCK) U F
EDGE DIST. 1-1/2'MIN.WOOD PENETRATION 4 Z
1 PER,vTc ANCHORS TYPE 'G' (INTO CONCRETE) ®� j z
4 ANCHORS THRU iX BUCK b m
ALL CLIPS AND ANGLES TO FIT SNUG 4, y
INTO-CONCRETE OR BLOCK c ,,
INTO TUBE MULLIONS. t"X4" & 2"X4" MULL UI
TAPCONS MAY BE HEX OR FLAT HEAD. (i]
a
y -y y y
U
MIN- EDGE DIST.
1 1 n n 2-3/16' CONCRETE OR Ul
1 1 i i i R
HOLLOW BLO K 5/16-TAPCONS 5/16'TAPCONS 1-3/4'MIN.EMBED INTO MASONRY 1-3/4-MIN.EMBED INTO MASONRY1 1 2 BY 11 I 2 X 2 X 1/B' 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE Q ?
r---------- WOOD BUCK I I I I ALUM ANGLE _r
1 1 I.I U • \Z 1 \Z I `�
I 1 ALL CLIPS AND ANGLES TO FIT SNUG 'I n ' • '� g
ALTERNATE INTO TUBE MULLIONS. e e
ANCHOR LOCATION _ TAPCONS MAY BE HEX OR FLAT HEAD. i1 I n o n is
ANCHORS TYPE 'A'
_ = o
2 ANCHORS INTO WOOD 11 II I1 I I „ w 3
X II 11 II 11 H c N I
Q II II
1BY A IL_ II II
_ 1 --`----- WOOD BUCK j' 'j IX FLOATING CUP II 11 ALUM 2ANGLE ad• m m N p
5/16'TAPCONS j j U U u v < i o 1 1 4" MIN. 1-7/2'MIN.WOOD PENETRATION 5/16'TAPCONS
E E DI T. 4 PER CUP(2 ON FACH WINO 1-1/Y MIN.WOOD PENETRATION I I a Sa
2 PER ANGLE
-
•o ' % ' o
az rc E E a
ANCHORS TYPE 'C' (INTO BLOCKS
\Z N Z ANCHORS TYPE 'F' (INTO CONCRETE) ¢ m U
Q
2 ANCHORS
OR BLOCK RIBUCK INTO CONCRETE
I I I•
. I I11
ii m°�ti,,��''"•• •:;yi`j,.4i� I—
X 1 1/ J11 . unINL_JII 11 2 X 2 X 1/B'4' / 1 •y N �`:.�
I FLOATING CUP II II ALUM ANGLE / 1 � 'V -,�`•
1 1 U U m '''_..6•,n
\ i WOOD BUCK i i i i a 1 PRODUCTREVISFD V o �>-
i mc- Curia lh fie Florida
I I Acaep -T•b
ANCHORS TYPE 'B' ALTERNATE L is rime ,a`OAAo• e`�<<' .
4 ANCHORS INTO WOOD ANCHOR LOCATION Hj;�,; ct Yrl"'1'- , a
G]
(
5/16"TAPCONS
MIN. EDGE DIST. 1-3/4'MIN.EMBED INTO MASONRY MIN. EDGE DIST. 03
2 PER CUP(1 ON EACH WING) 5/16"TAPCONS 2-3/ E OR 5/16"TAPCONS 5/16'TAPCONS %
2-3 OR 1-3/4'MIN.EMBED INTO MASONRY 1-3/4-MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY Q In �xE$
4 HOLLOW BLO K 3 1 4" 1 PER ANGLE 4" OLLOW BL CK 4 PER CUP(2 ON EACH WING) 2 PER ANCLE u1 m O F
MIN. 3 4" '^ ry z
.'. •t MIN
Wn
••I •I' L , z>d Q rn z
it Ii Ii it u' q n 11 z q Z a
2
II II CONCRETE OR 11 11 X II II CONCRETE OR I I I I °0 X oo- 3 O o
CONCRETE OR III-j CEMENT BLOCK 11 II '2%2% 1/B" IL-� CEMENT BLOCK II II a 6
--------- CEMENT BLOCK E' •1 11 I I ALUM ANGLE I -- 1 '`�
_____ L q 11 11 2%2 X LE f-
--- I 1 11 11 ALUM ANGLE i •�• C7
CLIP U U N I - FLOATING CLIP 1 I U U Z Z
1 1 1 1I I 1 - 1 I 1 1 I
i i i i i i 2 7 16 I I I I I W o aa
I ILo
I MIN.
a
Ll
1
\-FLOATING
MIN.
aZ uULL ®~ C z 2 6
• .I. r] r. � rn
ANCHORS TYPE 'D' INTO- BLOCK r�Ul m 5 a
ANCHORS TYPE 'C' (INTO BLOCK) C 1 W z ¢ F
ANCHORS TYPE 'F' (INTO CONCRETES ANCHORS TYPE 'G' (INTO CONCRETE) a o
2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK (� Q. a B
1"x4" & 2"x4" MULL Q O
r_________1 ALTERNATE MULL • I-1 2 z
ANCHOR LOCATION
NULL Q v4 G r
q
1 I I I 1 I 1 I ~ 8
E
jr---------1 �1 ¢ FLOATING CUP S
-
11 I N CONCRETE OR -_+ lu n w .I�
11 1 I CEMENT BLOCK
IL---- 1 II 11 1i
c Ca
00
• II II i r - w vl g d � .
I I11 I S �
5/16"TAPCONS Z I' I• P
1-3/4'MIN.EMBED . I • '.I• M_ 1 , 1"'
INTO MASONRY _ S e z
2 PER CUP �Z 3
(1 ON EACH WING) 5/16"TAPCONS i 1 I V cg o
1-3 4'MIN.EMBED INTO MASONRY 3�
I 1 I I 212 R A 4 PER CUP ) i s m Cl c ui d
I 1 1 I 2 PER ANGLE (2 ON EACH WINC
I a 1
M1 r1 ¢ i
I *
y
I I 1 1 I I I I � ♦♦♦♦, b��°O°
1 I 11 I I 11 ALL CLIPS AND ANGLES TO FIT SNUG �dJ N O O
10
INTO TUBE MULLIONS. o aa
TAPCONS MAY BE HEX OR FLAT HEAD. 41 - -� M '«
.:I. < OR
.HODUCT REVISED Zvi
!�• vg1:
as complying with dw Florida ; y
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Duild'P1g Code zotl1i-ti �!i♦♦ I
I M - I • •I WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR AeoePr>mr<1'L0� '0 F"o��� • ♦ ^-' I i
WATER-WHITE METHACRYLATE LACQUER. E lion Dale a ••
5/I6'-TAP CONS'1-3/4'MIN.EMBED By F
INTO MASONRY- 1 PER ANGLE M1,amt Cl Im
MIN. EDGE DIST. - MIN. EDGE DIST.
2-3/16" CONCRETE OR 2-3/16" CONCRETE OR
4" HOLLOW BLO K 3-3/4" 5/16•TAPCONS 4" HOLLOW BLO K 3-3/4" 5/16•TAPCONS h
MIN. 1-3/4•MIN.EMBED INTO MASONRY MIN. 1-3/4•MIN.EMBED INTO MASONRY
4 PER CUP(2 ON EACH WING) 4 PER CLIP(2 ON EACH WING)
15 CQ4r- 222
CLIP LENGTH
f MULL "L" m a n 2 w m
2 X 6 5.688' X I z z
f Z
a i I 1BY Y ao a a O o
f 1 2X6 MULL 5/16•TAPCONS N WOOD BUCK I
1 a a
f = 1-3/4•MIN.EMBED INTO MASONRY \ 2X6 M T.Fj ..]
f V 4 PER CUP(2 ON EACH WING) .f V 5/16•TAPCONS p
f----------------------------- f 1 1-3/4•MIN.EMBED INTO MASONRY W z
1 1 3/4" 1 4 PER CUP(2 ON EACH WING) p
1 i
I I MIN. /1 a � F I
MIN. . E
3/4" I a
® rn j
O Q 2X6 M - ,q W
CLIP LENGTH 2X6 MULL y 1 W ¢ F
2X6 MULL c )M
f=----------- MULL "L"
"5
i a 2 X 4 3 6' f.------------ C)
(i cFi a 6
\i
T .- 2 X 6 568B' \i (Q u
a.. _ 2
--------------
------- Q
3-3/4'. = 1z 5 m
N N N Y
MIN.
ANCHORS TYPE 'E' (INTO BLOCKS
S 11/16" ALL CLIPS AND ANGLES TO FIT SNUG " W W oo
INTO TUBE MULLIONS. AN RS TYPE 'H' INTO CONCRETE Wood euDB'Ic „ ,;
ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAP,
4 ANCHORS THRU 1X BUCK " « E m o 0
ANCHORS TYPE 'H' (INTO CONCRETE CLI )R ANGLES CONNECTED DIRECTLY TO MASONRY i0 8E PROTECTED TO CONCRETE OR BLOCK a $s o
6" MULL SHOWN c v a
ANCHORS INTO CONCRETE or BLOCK
H ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
2"X6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. 5
0
z s E E
2yEE� U U O� m
��4L,�o11uueuoe+e'i a
• �",� r b � s%Zd'
PRODUCT REVISED <
•�. p ;
- rs comPlyirlg with the Florida o w[a
building
Amptznct
E i�tio
By d yao.s cZ1:. G7
Mi Product - F
a
c
MIN. EDGE DIST. 5/16'TAPCONS
2-3/16" CONCRETE OR 1-3/4'MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH
4" HOLLOW BLOCKt4.TOTAL(2 ON EACH WING) MIN. 03
MULL "38 c m
1 X 2 1.6B8' � � F I' 'y ro I X 3 2.688' z
I X 4 3.688' Nam a w
J cm a c
qo
2 X 4 3.666' rn 2 z m
2 X 6 5.688' 30 h
2 MIN.16" zxa or z:s Mull i i i i 1. ALL CLIPS AND ANGLES ARE TO FIT =J= o Z za
e i i i i i 2 x 2 x t/4" SNUG INTO TUBE MULLIONS. o 0 2 p
LJ LJ ALUM ANGLE 2. WHERE ANGLES ARE NOT FIT SNUG m a Z .] o
I I I INTO TUBE MULLIONS, SEE OPTIONAL .]
ANCHOR DETAIL AT SHEET 9 OF 10. .o
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED B 14 S.M.S. o aga
*C"NELTUBEULUON .i
WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER-WHITE METHACRYLATE_(ACQUER. -- () e E- E
Za
MIN. EDGE DIST. ~ ci Z ..
2-3/16" CONCRETE OR 1 r4
a" HOLLOW BLO K r o Q
B12.F,H.2/ �W1/B'THICK ALUM LENTHTO FINTO LUON E,TUBES MAY BE NOTCHEDROAS SHOWN TO ALLOW INSTALLATION , U
OF CLIP ANGLE 6
CAULK JOINT AFTER ASSEMBLY
� Z
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES WHERE ANGLES cl
ARE NOT FIT SNUG INTO TUBE a 1 1 I , B2 PEAR C IP gg
MULLIONS. 1 1 I I ACCESS HOLE t_ d -
I 1/2'O.C.MIN. Q
1 g/g„�2� i i < n o m
----- w -
, L- ----------- -'1
5/16'TAPCONS 114 SMS e c a
1-3/4-MIN.EMBED INTO MASONRY 4 PER ANGLE I •I a s a§ 3
2 PER ANCLE I I m r w w y 4 p
N
/ a a
ALUM2ANGLEB THIS SCREW CAN BE 1 I N N
INSTALLED IN EITHER O I I B12 FH sus , 1
DIRECTION �p�! I I 2 PER CUP , u a
7'O.C.MIN. 1 I a 9 m I
o Z Z
I , I , y� C _ = o ? I
=_ -==7------ it S u o a 3
a m u o
1-3/4'%2'%1/0"(FOR TBY TUBE)
m3/4'%2'%1/8'FOR(tBY TUBE) , c
I ALUM ANGLE 11 CUT TO FIT SNUG INSIDE TUBE
----- ANCHORS TYPE 'I' w
METAL TO METAL CONNECTION Ems.,�.w•'• � ''l"7'p:}
- - USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION
3-3/4- PRODUCCREVISC�
/ FA CLIPS AND ANGLES TO FIT SNUG "i"loyi-s �a so"S•S l �a
MIN. O TUBE MULLIONS.
AccedGlPtaSrlCa No Lai Fay ls ',Z,''•+.,c,.,,
1 MIN. - -- OPTIONAL ANCHOR DETAIL - - - _ _ CONS-MAY BE HE OR,FLAT HEAD. _ ExpRanov4itEee;[7`-S`'t�'� EI. -
ANCHORS INTO CONCRETE OR CEMENT BLOCK By
Miam ade Product Ca C
Ll
ANCHOR TYP ANCHOR TYP ANCHOR TYPES I
Wldth MULL SPAN AI B C D D I E 4 F G I H I 1 Width MULLSPAN A B C D E f F 0 H. 1 NMI MULL SPAN A 1 13 1 C I D 1 E 1 F I G I H I I G
18 125.0012500 12500 0 175.OD 125 90 00 725.OD 18 .72 1 .00 125.W 12500 Tag125.00 125W 125DO 18 56.13 11227 129.07 125.00 125.00 144.27 125.00 12500 125,00 C e
24 131.65 125.00 125.00 125AD 125.00 125.00 125.00 125.00 125.00 24 68.04 136.06 125.00 125.DO 125.00 12500 12500 125.00 125.00 24 42.10 8420 90.80 145.80 125.00 108.20 125.00 125,00 115.70 0 T{i
30 105.32 125.00 125.00 12500 125.00 125.00 12SOO 125.00 125.00 54.43 1 6 125.00 125.00 125.00 125.00 149.59 30 33.68 6T36 77.44 116.48 125.00 89.56 13024 12500 9256 '�e C c
36 87.77 125.W 12500 12500 12500 725.00 125.W 12500 125.00 36 45.38 .72 104. 2500 125W fi 2500 imOD 124.66 36 28.07 56.13 ti4.53 97.07 129.00 7213 10OL53 14420 77.13 n m h F o ••
42 )573 12500 125W 12500 12500 125.00 12500 12500 125.W 38.88 77.78 8140 134.46 12SOO 99.92 125.00 12500 10SW 42 24.08 48.11 5531 6320 110.57 81.83 9303 123.W 6fi11 '^m g o
48 38318 65.82 131.65 125W 125.00 12500 125.00 12500 125.OD 125.00 48 741/4 34.02 66.04 7822 117.66 12500 97.43 131.56 125W 9349 48 12D 21.05 42-10 48.40 728D 9fi75 54.10 81-40 108:15 57.85 v~i oQ v z o
64 53.51 117.02 134.53 125.00 12SOO 125.00 125W 125W 125DO 54 30.24 60.46 69.53 104.58 138.99 77.72 116.94 125W 83.N 54 18.71 37.42 43.02 64.71 8fi00 48.09 7236 -%13 51.42'
SO 52.66 105.32 121.08 125.00 125.00 125.00 125W 12500 144-72 W 27.22 54.43 6258 94.13 12509 69.95 10524 139.93 74W W 16.84 33.68 38.72 5824 77.40 43.28 65.12 M52 4fi� O1 Jo o Q
66 47.87 9S74 11007 125.00 12500 12500 12SOO 12SOO 131.56 66 24.74 49.48 Sfi89 85.57 113.72 6359 9568 127.12 MOO 66 15.31 30.62" 3520 5295 70.36 39.35 5920 7865 4207 3"v
72 43.88 8).77 100.90 12500 12500 12500 125W 125W 120.W 72 TL68 45.36 5215 7844 104.24 5829 87.70 11fi53 6233 72 14.03 28.07 = 4853 64.50 38D7 54.27 7210 38.57 Z>- a fn U h
78 4051 81.01 9314 140.09 125.00 104.11 125W 125.00 111.32 78 2D.94 41.87 48.14 7240 9822 53.81 W95 107.66 57.54 78 12.95 2591 29.78 4480 59.54 33.29 50.09 6555 35.W o c.z O O z
18 133.06 125.00 12500 125.00 125.00 125.00 125.00 125.00 125.00 18 80.19 12500 125.OD 125.00 125.00 125-00 12500 1250D 12EOO 18 51.03 10206 117.33 125.00 125.00 131.15 125.W 1?500 14024 w 2
24 99.79 12500 125W 12i.00 12500 12500 125W 125.00 125W Zt W.14 120� 13879 12500 125.00 125-00 125.00 125.00 125W 24 3827 76.55 88.00 13236 125.00 90.38 14800 125.00 IM18 °�° a .4 y o
30 79.83 125.00 125.00 125.00 125.00 125.00 125W 12500 12,500 30 48.11 96-M 110.63 125.00 125.00 123.66 125.00 125DO 1E 30 30.62 61.24 70.40 105.89 140.73 7869 118.40 125.00 84.15 '7 C
36 66.53 133.06 125W 125.00 125.00 125.00 125.00 12SOO 12500 36 40.10 60.19 92.19 138.67 12500 10305 125.00 125.00 11019 36 25.52 51.03 58.67 8824 117.V 65.58 98.67 131.09 70.12
42 57.02 114.05 131.12 125.00 125.00 146.56 125.00 12SW 125.00 42 34.37 68.73 78M 118.85 1250D 88.33 13290125.00 9445 42 21.97 43.74 5029 75.64 1W52 5621 S4.57 112.36 6010
48 50518 49.90. 9979 114.73 12500 12500 12824 12500 12500 137.13 48 84 30.07 60.14 69.14 1D4.00 13821 7729 116.29•125.00 8264 48 132 19.14 3827 44.00 66.1E 87.95 49,18 74.00 9832 5259
64 44.35 8870 101.98 125.00 125.DO 113.99 12500 1250D 121.89 64 26.73 S3.48 61.46 9244 12288 68.70 103.37 137.33 73.46 64 17.01 34.02 39.11 5883 7818 43.72 6578 ST.39 4fi75 e E 6
W 3992 7R83 91.78 138.05 12500 10259 125.00 125.00 109.70 60 24.06 48.11 5531 8320 11057 61.83 93.03 123W 6fi11 60 15.31 3D.62 3520 5295 7036 3935 5920 78-65 4207 Uy F � E I1I1
66 35M 7258 83.44 125.50 125.00 93.26 140.33 125.00 99.73 66 21.87 43.74 50.29 7564 100.52 5521 84.57 11736 6OL10 66 13.92 27.83 3200 4813 63.97 35.77 53.82 71M 38.25 H V a I
72 3325 66.53 76.48 115.04 12500 85.49 12B.83 125W 91.42 .72 2D.05 40.10 4810 .69.33 9214 51.52 77.52 103.00 55.10 72 12.76 25.52 29.33 44.12 5564 3279 49.33 65.55 3506 0' 2 41
78 30.71 61.41 70.60 105.19 141.13 78.92 118.74 125.00 64.39 78 18.51 37.01 4255 6400 85.05 4T.56 71.56 9508 50.85 78 11A 23.55 21.08 4073 5413 3027 45.54 6050 3236 ® cr o
18 118.18 125.00 125.00 125DO 125.00 12500 125.00 125.00 12500 18 70.17 140.33 125.00 125W 125.00 12500.12500 125W 12500 18 46.78 93.56 107.56 125.00 125.00 120.22 125.00/25,00 128.56 N C 5 h
24 88.63 125.00 125.00 125.DO 125.00 125.00 125W 12500 125W 24 5263 10525 121.00 125.00 1250D 13525 12500 125.00 144.63 2A 35.08 70.17 80.67 121.33 125.W M17 13567 125.00 96.42 6 O
30 70.91 141.81 125.00 125-DO 125.00 125.00 125.00 12500 125W 30 4210 84�7 96.80 145W 125.00 10820 12SOO 12500 115.70 30 28.07 55.13 64.53 97.07 129.00 7213 10853 14420 77.13 W rn
36 59.09 118.18 13S86 125.00 125.00 125.00 12EOD 125-00 125W 36 35.08 70.17 80.67 121.33 12SOD 90.17 13567 125.OD 96.42 36 23.E 48.78 53.78 80.89 107.50 W.11 90.44 12017 64.28 N~N C 04
42 50.65 10179 11fi45 12500 125.00 13017 125W 12500 139.19 42 30.07 W.14 W.14 104.00 138.21 7729 116.29 125W 8264 42 20.05 .40.10 46.10 69.33 M14 51.52 77.52 103.00 55.10 W W
48 57 44.32 8863 101.89 12500 12500 11389 12500 125W 121.79 48 96 25.31 52.63 W.W 91.00 120.94 67.63 101.75 135.19 7231 48 144 17.54 35.08 40.33 6067 M63 45.08 67.83 90.13 4821 F Q z 2
54 39.39 78.78 90.57 13fi23 125.00 10124 125.00 125.00 10826 64 23.39 46.78 53.78 M89 107.50 W.11 90.44 120.17 6428 64 15.59 31.19 35.65 5393 71.67 4007 6030 6011 4285
W 35.45 7091 81.52 122.61 125D0 91.12 137.09 125.00 97.43 W 21.05 4210 48.40 *7280 96.75 54.10 81.40 108.15 57.85 60 7a.03 28.07 3211 4853 6450 3fi07 54.27 7210 385! ��fJ' 2 a
66 MM 64.46 7411 111A6 14813 6283 124.63 125W 88.57 68 19.14 3B27 44.00 M18 S795 '4918 74.W 9832 5259 66 1276 25.52 29.33 4412 5364 3279 49.33 6555 3506 `1 Q Lei
72 29.54 59.09 6793 10216 13579 7593 11425 12500 81.19 72 1754 35.08 40.33 6087 M63 45.08 67.83 90.13 48.21 72 11.69 23.39 26-89 40.44 E375 30.08 4522 60.08 3214 y e
78 27.77 54-54 8270 9432 12534 70.09 105.46 140L11 74.95 78 16.19. 32.38 37.23 '58GO- 74.42 41.62.6262 83.19 44.50 78 10.79 21.58 24.82 37.33 49.82 27.74 41.74 5545 29.67 r�.l
18 106.92 125.00 125OD 12400 12500 125.00 125W 12500 12SOO .18 6237 124.74 143A1 125.00 125W 12500 125DO 125.00 125.00 18 44.91 89.81 103.25 125.00 125.00 11541 173.65 12500 123.41 g
24 8119 125.00 125.00 125.00 125.00 125.00 125.OD-125W 125.00 24 46.78 93.E6 107.56 125.00 125.00 12D.22 125.00 12SOO 128.55L48150
33.68 67.35. 77.44 110.48 125.00 86.56 13D.24 125.00 9256
30 64.15 128.30 147.50 125.00 125.00 125.00 12500 25.00 125DO 30 37.42 74.84 86.04 129.42 125W 9618 144.71 12500 1028426.94 53.89 61.95 9318 123.84 6925 104.19 13843 74.05 = = o m
36 53.46 106M 122.92 1250D 125.00 137.40 125.00 125.00 146.92 36 31.19 62.37 71.70 107.85 143.33 80.15 120.59�1250D 8S702245 44.91. 51.61 7T65 10120 57.71 8fi83 11536 61.71
42 45.82 91.65 105.35 125.00 125-00 117.77 125.00 125.00 12593 42 20.73 53.46 61.46 92" 17L86 68.70 1D337 137.33 734619.75 38.49 44?5 ffi58 8848 4946 7442 9888 5289 io
48 63 40.10 8019 9219 13867 12500 10305 12500 125W 110.19 48 108 23.39 46.78 5378 8089 107.50 W.11 90.44 120.17 64.28 16.64 33.68 3872 58.24 T7.40 4328 6512 85.52 4628 �66 35.84 71.2d 87.95 12326 1750D 91.W 13782 725W 9795 ti4 20.7941.58 4780 71.90 9556 53.43 80.40 105..81 57.1414.97 29.94 34.42 51.77 6880 3847 5788 7891 41.14 " wl60 32.08 64.15 73-75 11093 147.43 82.44 124.D4 125.00 88.15 60 18.71 -37.42 430Z 6471 Bfi00 4809 7236 96.13 51.421347 2694 3098 4659 61.92 3462 52.10 69- 37.0266 29.16 5832 67.05 100.85 134.D3 74.94 17276 1496E B0.14 66 17.01 34.02 39.11 5883 7818 4372 65-78 87.39 46.7512.25 24.49 28.16 4235 5129 31.48 4736 6252 3366 " o
72 23.73 a 61.48 9244 12286 68.70 103.37 137.33 73.46 72 15.59 31.19 35.85 5393 71.67 4007 W30 8011 4211511M 2245 25.81 38.83 51.60 2885 43.41 5768 30.8578 24.67 4935 5873 8533 11341 U41 95.41 12677 67.81 78 14.39 28.79 3309 4978 6615 3fi99 55.66 7395 39.5610.36 20.73 23.83 3584 47.63 Zfi63 40.07 5324 2848 c v x x c aS
a � m
� m u
ANCHOR/CLIP ANCHOR/CUP
o
HORIZONTAL MULLION sZ E c J S
ANCHOR CLIP NOTES: u c 3E
' GLAZING ��
VIERTICAL o S' PRRODUCT : ` 3t 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER Y
MULLION TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. , *144a4i ,'
�z ' 0 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE L`�
GLAZING GLAZING Q ,I A: L` y
PRODUCT PRODUCT a. ,ctazlNG cLA21Nc -1 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN �,.` O.•••••••••... -
^ PRooucr PRODUCT m a 3 THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. m ~� a`;-
cHOR/cu w <N 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ��h N p•
> ANCHOR/CUP F LOCATIONS AT HEAD, SILL OR JAMB ENDS. eRu N
N. ` w 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODOCI RSVISFn
Oy
as c-plyi-g with the Rmi& c g, j•1= \+•�f�::.
Ouildivg Code y u�>''
W7 W2 HORIZONTAL MULLION A�yD 8• Q.O3 Fw
SPAN - - - _ °• 41it
4T ••f q43<<� WI
TYPICAL MULLION CLIP ARRANGEMENTS �/ a
Miem'IDadc 71vr4uCt Ca