HomeMy WebLinkAboutProduct Approval (4) i
M tAM t•DADE MIAMI-DADE COUNTY
o 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
N -CEPTANCE A O www.miamida4 .gov/economy
Lawson In ustries,Inc.
8501 NW 90 Street
Medley,FL 33166
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
CSEESMNatg�
urr'c e o e.-
ded Aluminum Tube ull'on w/anawing 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.,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.
ISSILE 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 I 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.
i NOA No. 18-0529.03
MIAMI•bA�E COUNTY
. , Expiration Date: May 30,2023
f Approval Date: June 14,2018
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 Is 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 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 ES,signed and sealed by Rafael E. Droz-Sella, 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. 02-0501.05)
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 EmyfineV
NOA No.18-0
Expiration Date: May 30,2023
Approval Date: June 14,2018
E-1
I
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (coNTINUED)
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. 954212.09)
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, complying with the FBC 61h 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 BETI-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)
Manuel Ga
P.EProduct ControlfinerNOA No. 9.03
Expiration Date: May 30,2023
Approval Date: June 14,2018
I E_2
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
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 and 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 05/14/19,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 05104118, 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&
Testing,Inc.,Test Report No.BETI-18-6037, dated 05/04/18, signed and sealed by
Rafael E.Droz-Seda,P.E.
Manuel l'ere
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 611,
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.
Manuel erez,
i Product Control Ex i r
NOA No. 18 52 .03
Expiration Date: May ,2023
Approval Date: June 14,2018
i E-4
I
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS.
GLAZING HORIZONTAL MULLION 0 c
PRODUCT F RECTANGULAR ALUMINUM TUBE MULLIONS h
3 USING MULLION PROPERTIES ONLY ^ m `�
ANCHOR/CLIP HORIZONTAL MULLION GLAZING :"
3 PRODUCT 3 V,
f + N GENERAL NOTES: m a N R F
' �� z C a
w 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE
t• t 3. 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-51h Edition&2017-6th Z y - h
~ - + N Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). z z a
VERTICAL VERTICAL II 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE w= Z CA
Z o
MULLION MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD, WATER m o_ .] V o
INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. z
II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS. G
2 cV INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. +�,
GLAZING GLAZING GLAZING �¢ GLAZING w v;
PRODUCT PRODUCT PRODUCT j a o PRODUCT 4. WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER V Z S
= LOADS TO THE STRUCTURE. ¢ E-
5.ANCHORS SHALL BE AS LISTED, SPACED AS,SHOWN ON DETAILS,ANCHORS yU F v dF
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. [a V ¢ x
ANCHOR/CLI 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS Z a
_ ARE NOT PART OF THIS APPROVAL. o•
7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF PI
(n o
WOOD ANCHORS ONLY. l W a C,
8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, `�'
Wt W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
MULLION SPAN
MULLION SPAN THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4.
WIDTH (W) = WT + W2 + W3 �MULLION & CLIP NOTES:
2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
2 OF 10 FOR DETAILS AND NOTES. z I
,ANCHOR/ LIP ANCHOR/CLIP • REFER TO SHEET 3 OF 10 FOR MAX. MULL'DESIGN PRESSURE CHARTS
` HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET
4 OF 10 FOR DETAILS AND NOTES.
GLAZING ` REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS _ a
oq '
�
3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS
PRODUCT W "
VERTICAL 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES.
MULLION + w • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS m a
Z
GLAZING GLAZING z
PRODUCT PRODUCT �w GLAZING GLAZING 0 0 9 z z.�
PRODUCT PRODUCT o z N = E E 9
:I< 3 �c u
VERTICAL D In m c o -i
ANCHOR/CLI MULLION =
ANCHOR/CLIP ~o
� `��gpungq
W1 b
W2 '� cm%A� .,• ...LL '�y r
wt r wz az`6���q
W MULLION SPAN _ -fO b cc.
PRODUCT REVISED ,a�ryj N O�a.
u complying with the Florida Q®. �J 0
WIDTH (W) .= wt + w2 ( ) = wt + wz BuildingCoN /8.0 �h 2
WIDTH W anCode S 4.0 .7
2 _ _ - - 2 n'
2ion
TYPICAL MULLION ARRANGEMENTS na; DsaePnauM rrrrlcrb r.3
0
i
i
1
i
1.690 .125
h
.062 1.500
.156 TYP. 0`_2 .125 c
ro
3.000 1.500
1.405 I a.000 4.000 .115 1.732 y a O Z o
I 3.000 3A62 3.000 .I15D O
-{I J O C
2 X 4 TYPICAL 2.000 2 2.062 3 4" m y
WINDOW FRAMEI j 2.000 Z} Z
F
� STD. TUBE I o o z p O
4.500 co
MU_-LION -1I w 3: Z o
102 I I f m ja
Lt, k Q a.
7X MULLION CLI -000 .I56 7
-T6 6063 IBB L6 �1062 rL-FL N
z I
'L'� NOTCHOPTIONAL •L•� -6.000 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 W F +}
STD, TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION N m
�II_LION 6063-T6 6063-76 6063-T6 600-TS 6063-T6 < E_ 1n
IX'
2.070 in4. Ixx: 1.000 in' Ixx: 0.950 in4 Ixx: 0.370 in Ixx: 0.330 in4 () 6, N, U
Sxx: 1.035 in3 Sxx: 0.667 in3 Sxx: 0.633 in3 Sxx: 0.370 in3 Sxx: 0.330 in3 Z e Z u a
a I--z.DaO- -1 " J
(FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME (FLANGE FRAME) m m
a REVISE[)
c I STANDARD TUBULAR SHAPES 1-zoao-y a<°°•.lying lviLh the Florida /7- (Q O .�O U
TYP.WALL y .125'ALL 1 I Buile n.Co& �/ I d
I.000 d
ALLOY a 60fiJ-T6 � � _ � O
II .125 ActtFT
.750 TYPICAL C•xPiGLAZING PRODUCT .124 ~II.000I (t)
DIA00 I.125 2250 _ Hy1
2.000 4.000 H �_
3
I 6.000 3A00
125
4.500
L L 2D� p
4ADDLl
1X MULLION CLIP 2.000 3.000 a.opo gos�
6063-T6 1 X 4 1 X 3 1 X 2 Uy - 6 n�' 30
MULLIONS CONTAINING STD. TUBE MULLION STD TUBE MULLION STD. TUBE MULLION W W
6063-T6 6063-T6 5
•L• L" TYPICAL GLAZING PRODUCTS 6063-76 4
NOTCH \' 2 X 6 2 X 4 Ixx: 2.070 in Ixx: 0.950 in4. 1 : 0.330 in. « 9°
(� OPTIONAL HORIZONTAL OR VERTICAL
Sxx: 1.035 in3 Sxx: 0.633 in3 Sxx: 0.330 in3 0 $
STD. TUBE MULLION STD. TUBE MULLION � 'm ° : ° � w
a a SEE WINDOW OR DOOR APPROVAL FOR 6063-T6 6063-T6
FASTENERS SIZES AND SPACING 4 4 u ti x w
o a Ixx: 8.280 in. Ixx: 2.980 m. _ 8
J �Z E u
Sxx: 2.760 in. Sxx: 1.490 in.
Z I U U O m
CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS
�•L•� �'L"� USING MULLION PROPERTIES ONLY
MULL ^L^ INSTRUCTIONS:
USE CHARTS AND GRAPHS As FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT y�9��'��r,eFf3�Dpss
I X 2 1.668' MC 4p4 °^°°° °°°3�
AND CAN BE USED WITH ALL LAWSON'S MIAMI-OADE p
STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. °r yi Q � Wr ti
1 X 3 2.688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. NU A
STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD ' p [(7
NOTCH 1 X 4 3.688' REQUIREMENTS. ny N d o f
OPTIONAL STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT NOT ,�° In °'�3�
2 X 4 3.688' APPROVAL. "�'.mayIn
.125 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. I. REFER TO THE GENERAL NOTES ON SHEET 410 �•
2.aa0 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. or v �v
-- 1. ALL-CLIPS AND ANGLES ARE TO FIT ST P 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED x r°• m° •. . ,• 1
SNUG INTO TUBE MULLIONS. ��-IN STEP 1.ABOVE.- 2. MULLIONS MAY BE ORIENTED VERTICALLY OR F-a ,o ^e
HORIZONTALLY. 1
ANGLE CLIP 2• WHERE ANGLES ARE NOT FIT SNUG STEP 6 USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS it °C%t,
6063-T6 INTO TUBE MULLIONS. SEE OPTIONAL �ON SHEET 9.SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET i OF 10 FOR TYPICAL MULLION r.,; ••c'-
ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. O
TU MULLIONS TUBE MULLIONS TUBE MULLIONS m
Width w MULL SPAN 1X2 1X3 1X4 2X4 2X6 Width w MULL SPAN 1X2 1X3 1X4 2X4 2X6 Width w MULL SPAN 1X2 iX3 1X4 2X4 2X6 o z
18 E25. 125.0 1 125.0 125.0 18 28.3 81.5 125.0 125.0 125.0 18 19.3 42.1 60.5 125.0
o a
24 125.0 125.0 125.0 125.0 24 21.2 61.1 133.2 125.0 125.0 24 31.5 45.4 126.2 m c a e
30 125.0 125.0 125.0 125.0 30 17.0 48.9 106.5 125.0 125.0 30 25.2 36.3 100.9y
36 125.0 125.0 125.0 125.0 36 40.7 88.6 127.8 125.0 36 21.0 30.3 84.1 n vo
42 125.0 125.0 125.0 125.0 42 34.9 76.1 109.5 125.0 42 18.0 25.9 72.1 N o T. v ca o
48 38.3f8" 76.9 125.0 125.0 125.0 125.0 48 74 1f4" 30.6 66.6 95.8 125.0 48 120" 15.8 22.7 63.1 N Z
�72
68.3 137.6 125.0 125.0 125.0 64 27.2 59.2 85.2 125.0 64 - 20.2 56.1v61.5 1239 125.0 125.0 125.0 60 24.4 53:3 76.7 144.2 60 18.2 50.5Z55.9 112.6 125.0 125.0 125.0 66 22.2 48.4 69.7 131.1 66 16.5 45.9 z o C,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= ` g
78 47.3 95.3 125.0 125.0 125.0 78 18.8 41.0 59.0 110.9 78 _ 38.8 00> a a o
18 89.3 125.0 125.0 125.0 125.0 18 56.3 122.6 125.0 125.0 18 31.6 45.5 126.4 j N
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 Z 14 I
#12,13,14 w a
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 a
#15,16,17
36 44.6 118.6 125.0 125.0 125.0 36 28.1 61.3 88.3' 125.0 36 15.8 22.7 63.2 � `
42 ❑ 36.3 101.7 125.0 125.0 125.0 42 - 24.1 52.6 75.7 125.0 42 - - - 19.5 54.2 F ur k
60.5I8" 33.5 89.0 _ 125.0 125.0 48 84" 21.1 46.0 66.2 140.8 48 132" 17.1 47.4 c
64 29.8 79.1 129.2 125.0 125.0 54 18.8 40.9. 58.8 125.2 54 15.2 42.1 e Z Z gg
60 #18&19 26.8 71.2 16.3. 125.0 125.0 60 16.9 36.8 53.0 112.7 60 37.9 ® o o a
66 24.4 64.7 105.7 125.0 125.0 66 - 15.3 33.4 48.1 102.4 66 - - _ 34.5 a 7 d
72 22.3 59.3 96.9 139.5 125.0 72 - 30.7. .44.1 93.9 72 31.6 6
78 20.6 54.7 89.5 128.8 125.0 78 28.3 40.7 86.7 78 29.2 W m
18 62.6 125.0 125.0 125.0 125.0 18 37.7 82.1 118.3 125.0 18 24.3 35.0 97.4 5
24 46.9 135.1 125.0 125.0 125.0 24 28.3 61.6 88.7 125.0 24 18.3 26.3 73.0 E 5
F Lei
30 37.5 108.1 125.0 125.0 125.0 7 30 22.6 49.3 71.0 125.0 30 - 21.0 58.4 (n 4
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 2 0
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 A z
48 57" 23.5 1 67.5 1 114.7 125.0 125.0 48 96" - - 30.8 44.3 107.8' 48 144" - - - 36.5 w
64 20.9 60.0 101.9 146.8 125.0 54 27.4 39.4 95.8 54 32.5 z z g
60 18.8 54.0 91.7 132.1 125.0 60 - 24.6 35.5 86.3 60 - - - - 29.2. d
66 17.1 49.1 83.4 120.1 125.0 66 22.4 32.3 78.4 66 26.6 < a^
72 15.6 45.0 76.5 110.1 125.0 72 20.5 29.6 71.9 72 24.3 R $ a d
78 - 41.6 70.6 101.6 125.0 78 19.0 27.3 66.3 78 22.5 mc c8 Qo
26.5 57.7 83.1 125.0 18 31.0 86.1
18 46.3 133.4 125.0 125.0 125.0 18 ` -
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 a « W 4
30 27.8 80.0 125.0 125.0 125.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7 o -
36 23.2 66.7 125.2 125.0 125.0 36 - 28.8 41.5 113.6 36 15.5 43.1 m m
42 19.9 57.2 107.3 125.0 125.0 42 24.7 35.6 97.4 42 - 36.9 a $ N
46 63" 17.4 50.0 93.9 135.1 125.0 48 108" 21.6 31.1 85.2 48 150" 32.3
54 15.4 44.5 83.4 120.1 125.0 64 19.2 27.7 75.7 54 28.7
40.0 75.1 108.1 125.0 60 17.3 24.9 68.1 60 25 8 A.
> ` z z
60 _ °
66 36.4 68.3 98.3 125.0 66 15:7 22.7 62.0 66 23.5 : a m m !
72 33.3 62.6 90.1 125.0 72 20.8 56.8 72 21.5 < m u d W
78 30.8 57.8 83.2 125.0 78 19.2 52.4 78 19.9 o Z'
e
AZINc HORRONTAL MULLION TYPICAL MULLION ARRANGEMENTS m ,,��g ,#..... !�
• OVERTICA ,.• 4�
PRODUCT 3 '•yt$`
ULLIONL ARCHES TO BE INSCRIBED p= a,•�N LL
Z INSIDE RECTANGULAR SHAPE o • d Q Q.�..
Z mrw�rj b S: e
ctAzwc cuzwc ¢ NOTE: M
PRODUCT PRODUCT -�a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED oI:ODUCI'REVISED -' ;�.
i VERTICALLY OR HORIZONTALLY. am y�O•Z.
N N with the Florida m J1.V !�d
ns complym8 ¢�`d• v•
GLAZING GLAZINGINTERPOLATION BETWEEN WIDTHS ALLOWED` a°'IdmE IS"D •fi r, sm.S g�ti j
PRODUCT PRODUCT / Acap'•enee Ab L�v/4.�5 E•a�'�__ _ __ _ _ __ _ _ ___ _ -_ C•. itatiat DMC C II, ��
WIDTH (W) = W1 + Wz _ 0. •�`�•(�6ti�a�\�
Q
W7 W2 I 2
MULLION SPAN _I Mt ade Product OT G
1.690 L .125 1000 -
.062� .688 III^3l2 1.000 r
y
-- .125 .06 1 1 .125 .688 0 ..
.IS6 TYP. R O O
.125e O z
n A h 6
3.000 c
1.405 4.000 .IS v~I C z4.000 W
31100 DD2 3 ^ C V
2 X 4 4.0003.625 3A00 2.688 to p o ¢ •�
STD. TUBE
�v zt
TYPICAL L 0
�'• h G 2
WINDOW FRAME Z a
�4.500 Z O
2X MULLION CLIP .1es - .1s6�
I-1.000-� 2 a O � O
6063-T6 IO2 I IO2 1 X 3 LIB's U I
2 X 6 LD6z F--Lo6z STD. TUBE MULLION o
Z: g
rcH L 6.000 STD. TUBE 1 X 4 1 X 4 1 X 3 2 0 I
U I N STD. TUBE MULLION 1 X 3 6063-r6 CUSTOM MULLION ?
CUSTOM MULLION 5053-T6. CU TOM M fi063-T6a6053-T6 .a 4 6063 4Ixx: 2.168 in4Ixx: 2.218 in4. s„ E- zF
Ixx: 4.709 In. Ixx: 4.7D9 in. 1 2.168 in.JJySxx: 1.445 ina JUo o ssSxx: 2.355 in, Sxx: 2.355 in, xx: 1.445 in. Sxx: 1.479 in. 'z V E-
2(FLANGE FRAME) (FIANCE FRAME) (FIN FRAME) Hrn STANDARD TUBULAR SHAPES Imo- k, to a
TYP.WALL=.IPS"ALL I 15800� N O 6
ALLOY 6063-T6 U
.750 II TYPICAL FI j Eli 1
GLAZING PRODUCT
V V $
_T 1ea z.000 e
1.000 ] Z
1.625 k
z.Doo .125 2,2sa : J � e E
4.000
I z g
I 6.000 #12 S.M.S. d
012"O.C. 4.000 .125
4.500 '
1X MULLION CUP 3.oaa 4.000 3.625 luo pp'
6063-T6 a q\
MULLIONS CONTAININ m Y W W
✓'L'� L TYPICAL GLAZING PR UCTS caxs.4 N = `" -
NOTCH W
OPTIONAL C HORIZONTAL 0 ERTICAL PRoouC;REVISED $ d m o
R9 CUM1111y'li4j with the FI-M3 * \ \ N N
a SEE NDOW 0 OOR APPROVAL FOR Building Code c a s 3 4y Sy
FASTENE SIZES AND SPACING STD WI . TUBE MULLION STD. TUBE MULLION Acapi�ee lJO r8'� 4•Q3 C c c m w I
® a Ex Brisu o-4te 4023 .5e o o w
z z
6063-T6 a 606J-T6 i ' v
E E J I
Ixx:19.648 In, Ixx: 7.649 i 4
n. M yde t ;F' u u o
L•� CLIP LENGTH Sxx: 6.549 in? Sxx: 3.825 in a m t5 6 w i
L• RECTANGULAR A MINUM TUBE MULL S g
MULL "L'• INSTRUCTIONS: USING MULLION PROPERTIES ONLY
\ j7;11t111T1J//
1 X 2 1.688' USE CHARTS AND GRAPHS AS FOLLOWS.
THESE MULLIONS ARE.RATED FOR LARGE MISSILE IMPACT a:�Q°�,••'' Pr�dpr
ST P 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. _
] X 3 2.688' AND T P USE APPROVED GLAZING PRODUCTS MEET NG ABOVE LOAD COUNTYCAPPROVEDAN BE E MPAICT AND NONTH ALL S--OMPAC7APRODUCTS. c A. 'fir Ln %L b'�Tb1a'
NOTCH I. X 4 3.688• DADE
REQUIREMENTS, a Z N•♦_ N d
OPTIONAL 2 1( 4 3.688' STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT NOTES: y':,
APPROVAL. 'e�E
.125 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAxIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET
2.000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. o i-'•� +'?=I
1 _ 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2, MULLIONS MAY BE ORIENTED VERTICALLY OR F p >'� ter`I
ILL SNUG INTO TUBE MULLIONS.- -- IN STEP 1 ABOVE. HORIZONTALLY., a °�. '••'"1 T� I
ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG -USING ANCHOR TYPES ON SHEEt 5 THRU 9 AND ANCHOR CHARTS t'T
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 •OT'1 �I
--znaD� 6063-T6 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS.
a
I
I
STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS
rn
Width w MULLSPANI 1X3 I 1X4 2X4 2X6 Width w MULL SPAN iX3 1X4 2X4 2X6 Width w MULL SPAN 1X3 1X4 2X4 2X6 Q z ••
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
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 a o a
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 77 a
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 r"10 �. w
42 125.0 125.0 125.0 125.0 1 42 79.7 125.0 125.0 125.0 42 18.9 41.0 66.6 125.0 v~i oa o o c
48 38-318' 125.0 . 125.0 125.0 125.0 48 741/4" 69,7 125.0 125.0 125.0 1 48 120" 16.5 35.9 58.3 149.7 m o N r
64 5.0 125.0 125.0 125.0 54 62.0 134.6 125.0 125.0 54 - 31.9 51.8 133.1 4 ro Q a
60 12 . 125.0 125.0 125.0 60 55.8 121.2 125.0 125.0 60 28.7 46.6 119 z a 5 j
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 _ o o z a
72 125.0 1 125.0 125.0 '72 46.5 101.0 125.0 125.0 72 23.9 38.9 99.8 o w= 2 o
78 125.0 125.0 125.0 125.0 78 42.9 93.2 125.0 125.0 78 22.1 3 92.1 oo 2 a J o
18 125.0 125.0 0 125.0 18 128.4 125.0 125.0 125.0 18 33.1 71.9 OT16.8 125.0 j
24 125.0 125.0 125.0 125.0 24 96..3 125.0 125.0 125.0 24 24.8 53. 87.6 125.0 % W
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 a m a
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 5 y
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 Q F
48 50-518" 125.0 125.0 125.0 125.0 84" 48.2 104.6 125.0 125.0 48 132" 27.0 43.8 112.5 wo
64 125.0 125.0 125.0 125.0 54 42.8 93.0 125.0 125.0. 54 24.0 38.9 100.0 z e z
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 ® o z
66 147.7 125.0 125.0 125.0 66 35.0 76.1 123.E 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 C
78 124.9 125.0 125.0 125.0 78 .6 64.4 104.E 125.0. 78 16.6- 26.9 69.2
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 I
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 (� E l
30 125.0 125.0 125.0 126.0 30 51.6 11 125.0 125. 30 15.3 33.2 54.0 138.6 (n I
36 125.D 125.0 125.0 125.0 36 43.0 93.4 125.0 .0 ' 36 - 27.7 45.0 115.5 2 c {
42 125.0 125.0 125.0 125.0 42 36.9 80.1 1 125.0 42 23.7 38.5 99.0 z II{
48 57" 125.0 125.0 125.0 125.0 48 96" 32.3 70.1 11 125.D': 48 144" 20.8 33.7 86.6
54 137.0 125.0 125.0 125.0 54 28.7 62.3- 1.2 (L'. 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. 60 16.6 27.0 69.3 g
66 112.1 125.0 125.0 125.0 66 23.5 .0 82.8 125.0" 66 15.1 24.5 63.0
72 102.8 125.0 125.0 125.0 72 21.5 46.7 75.9 125.0 22.5 .57.8 r o b�
78 94.8 125.0 125.0 125.0 78 19 43.1 70.0 125.0 78 20.8 53.3 m <3 n
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 __ 4
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 m 2
30 125.0 125.0 125.0 125.0 30 36.3 78.7 127.9 125.0 30 29.4 47.7 1226 -
`o e
36 125.0 125.0 125.0 125.0 36 30.2 65.fi 106.6 125.0 36 24.5 39.8 102.2 r a m LL
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 63" 114.2 125.0 125.0 125.0 Vo
108" 22.7 49.2 79.9 125.0 48 150" .4 29.8 76.6 ' ' o
54 101.5 125.0 125.0 125.0 20.1 43.7 71.1 125.0 54 16. 26.5 68.1
o `o a ti
60 91.3 125.0 125.0 125.0 18.1 39.4 64.0 125.0 60 - 3.9 61.3 y o ' =
66 83.0 125.0 125.0 125. 66 16.5 35.8 58.1 147.0 66 2 . 55.7 x°, o m
72 78.1 142.4 125.0 .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
HORIZONTAL MULLION a`ti�7�Nlitrr0�'` ¢
s%'GLAZING _ TYPICAL MULLION ARRANGEMENTS o ap05 •fit ��y/off
PROD
VERTICAL UCT 3 �a,`O•�• •• a'Y�
-MULLION ARCHES TO BE INSCRIBED
Z INSIDE RECTANGULAR SHAPE �o"pj�y N O •",bgl
m !_ N "
GLAZING G INC zi¢ NOTE: �F
PRODUCT oOUCT moo_ MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED FRODUCFREVISED •� 'a
VERTICALLY OR HORIZONTALLY. .seomplyj>gwith the FI-M3
GIAZINC GLAZING al.ildin6 Cud. o I
PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) pco.pL�ceTb/S- O F:1••,O•• •t l_E.pFmdoc Datc a �j''',,r`�. •,..'S`,aa��a "
w1 w2 WIDTH (W) = w1 + w2
2 By rttt .
MULLION SPAN N1ixri .de t o G
Gl
\ 1
MIN. EDGE DIST.
5/16'TAPCONS 5/16"TAPCONS 2-3/16" CONCRETE OR
1 1/4" MIN. 1-1/2'MIN,WOOD PENETRATION 1-1/2'MIN.W00D PENETRATION Ul
EDGE DIST. 2 PER CUP(1 ON EACH WING) I PER ANGLE 4" OLLCK C
5/I6'TAPCONS 5/16"TAPCONS O V)
1-3/4-MIN.EMBED INTO MASONRY I-3/4'MIN.EMBED INTO MASONRY
4 PER CLIP(2 ON EACH WING) 2 PER ANGLE C E
MIN. I ro C0 y Z
N I \Z
1 \� I , - •: •'1 •. • - i'1 .. to G QN
C G
m O l0 Z W m
Z>` B: Tn z
I I I I i 1 • zZ
µ_J 27/16 Mw .ii i xzxl/e' MIN, x 'z a
1--------- IX FLOATING CUP I I I I ALUM ANGLE 'L-JI
T3.G<<
.oC'IBy
L L ----'------ U 2%2%1/8'
CWOOD RUCK WOOD B j J]ALUM ANGLE O
I I I I 1 1 1 I I I IJ LI \ z 3
I I 1 I I I 1 I j C> a
3/4" MN. ANCHORS TYPE V (INTO BLOCK) U F
5/16"TAPCONS
EDGE DIST. 1-1/2"MIN.WOOD PENETRATION �i �1 ] z Z
1 PER ANGL ANCHORS TYPE 'G' (INTO CONCRETE) .+ z 2
- - - 4 ANCHORS THRU 1X BUCK ® �D a
ALL CLIPS AND ANGLES TO FIT SNUG 'o
INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK (n o C I
iv 1"K4" & 2"X4" MULL
IMF
TAPCONS MAY BE HEX OR FLAT HEAD. W w a
0
MIN. EDGE DIST. f+ a E
1 1 u n 2-3/16' CONCRETE OR Sul aIG
1 1 I I I 4' HOLLOW BLO K 5/15"TAPCONS 5/16"TAPCONS 1•J 2
1 1 11 II 1-3/4'MIN.EMBED INTO MASONRY 1_3/4'MIN.EMBED INTO MASONRY
/ 1 2 BY 11 Ij 2 x 2 x 1/B" 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE '
F---------- WOOD BUCK U II.II ALUM ANGLE a C H d
I I 1 I 'I \Z •I I \Z I
ALL CLIPS AND ANGLES TO FIT SNUG n n C
ALTERNATE INTO TUBE MULLIONS. N N 1z eC
ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. J— •I 1 U Z
ANCHORS TYPE 'A'
2 ANCHORS INTO WOOD
X IL
11
'By
IL_J II 11 J! •' U ° r
-------- I%FLOATING CLIP I I 11 2%2%LE r
I - WOOD BUCK I I II II ALUM ANGLE
5/16'TAPCONS 5/16"TAPCONS 1 1 I i IJ Li c a • 4 a
1 1/4" MIN. 1-1/2"MIN.WOOD PENETRATION 1-1/2"MIN.WOOD PENETRATION I
E GE DI T. 4 PER CUP(2 ON EACH WINO) 2 PER ANGLE I I I I I I .� _
o o 0 0
N N ANCHORS TYPE 'C' (INTO BLOCK) �Q I; o
Ej
\z ANCHORS TYPE 'F' (INTO CONCRETE)
n2
INTO CONCRETE 2 ANCHORS RORI BLOCK
K
IL=JI ••i� Ln k`•..`�,�}N
'� FLOATING CLIP II I I 2%2 X 1/B" E 1 PRODUCT REVISED l-�V Q '��
------------- F______---� .. Uu la slyer with the Fimlda
I I I I I ALUM ANGLE 1 1 .0 t- •.-;: 1
�, 11 \.Y I I LI LI 1 1 '4••T
\ WOOD BUCK 1 i I I A 1
No
SA
C. S4,g
"'3 Fy"��ia�j•a•• �`q tC�O
ANCHORS TYPE 'B' ALTERNATE Qy �':,,• • °` F
4 ANCHORS INTO WOOD ANCHOR LOCATION a�
5/I6'TAPCONS ca ,
1-3/4-MIN.EMBED INTO MASONRY MIN. EDGE DIST.
MIN. EDGE DIST. 2 PER CLIP(1 ON EACH WING) 5/I6"TAPCONS 2-3/ TE OR 5/16-TAPCONS 5/16-TAPCONS
X�' jII • •I 1II n$. ,"
CON 1. ••IhI1 1I aIlI IlII 1 N 1I , .a ro •I •I1III III•NIII.IIIII.. r 11IIII IIII aIIIl II1III..
I NoO OW�Jf„I•/=d+O0 I ,2'�YORQ
2-3 OR 1-3/4-MIN.EMBED INTO MASONRY 1-3/4-MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO Q�•
aw yyN.JCVW
PER ANGLE 4 OLLOW BL CK a PER CLIP(2 ON EACH WING) 2 P
4 HOLLOW BLO K 3 1 4" 0 F
34 M yy
OM Z
zaZZ
CRETE II II X CONCRETE OR IL_JINT BLOCKCEME -< TI.TIN.
/B'CO 2%2% 1/B- mJI ONLOK II II AU ANGLE -- - L U UMCEMENT B II II AL ANGLE FLOATING CLIPUU 2 716 cup
MIN. I I E-I I E
F
MULL L3M V
MULL ..
xBqE.00.•`,a
�
mr-Ij]
-
®.. a z
Z m r4
• ..I.'•:: M� w a
ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE V (INTO' BLOCK) ¢ F
1 •1 ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETE)
1 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK
1"K4" & 2"%4" MULL cQ x z
-----------1 MULL • Z Z y
I I ALTERNATE 6
I I ANCHOR LOCATION C
MULL
1 I I I Q. I I I 1 FLOATING CUP d
II 1 ;.-• I i I I
1 1 li i -------------
II 1 < II I N CONCRETE OR If-TI Ia 1° m a\
II 1 J< I \ CEMENT BLOCK 11 II V
I� 1—JIIL� II II a oo
IL----
d S W W
• 1 17 1 I .. • • a •I. I• IN I: 3 t
5/16'TAPCONS I .I•• M? r 1 a 1.. L N e
IN.EMBED • U y _ z z
INTOM MASONRY j o u
a -9
2 PER CUP E E
(1 ON EACH WING) 5/16"TAPCONS 1 iJ cJ o
I I I ®12 SMS 1-3/4-MIN.EMBED INTO MASONRY 2 PER ANGLE 4 PER CUP(2 ON EACH WING) p
I I S �
I r___•11 h ri
I I I \a0
[ALL
CLIPS AND ANGLES TO FIT SNUG h n LL C4 O NTO TUBE MULLIONS. H APCONS MAY BE HEX OR FLAT HEAD. W t p1 2
I- , " • .I .• - .KODUCT REVISED a !;• C �;"63 I
_ as CoMplying with the Florida X in
�"• If CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Ouild'u1;Cadt Fru�R��i� - •• �� I
• I - r1 WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR Ac P="Nod •0 ,� -•'
_ WATER-WHITE METHACRYLATE LACQUER. -- - --- - E. .rahou Dale - - _ °• ••qg 4t - �I
5/16-TAPCONS 1-3/4•MIN. EMBED BV 6
INTO MASONRY- I PER ANGLE b11AID1 CI 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
/ 1-3/4-MIN.EMBED INTO MASONRY MIN. 1-3/4-MIN.EMBED INTO MASONRY yypp
MIN. 4 PER CUP(2 ON EACH WING) 4 PER CLIP(2 ON EACH WING) 5 p
z
ro CLIP LENGTH 1 Nam o a
C 1• MULL moo e w m
0
X 1 i 2 X 4 3.688' 3 c2
m p S 2 X 6 5.688' z a Z a y
\ d +1+ E j w a =O o
V 2X6 MULL 5/16"TAPCONS y�N BUCK
1 WOOD BUCK ` •'0 F I I
d = 1-3/4"MIN.EMBED INTO MASONRY \ ! 2X6 M 5/16'TAPCONS z
i 4 PER CUP(2 ON EACH WING) ' 1 1-3/4"MIN.EMBED INTO MASONRY .2„
-_-----_ 1 3/4" 1 1 4 PER CUP(2 ON EACH WING) j p a
MIN. -----------------------------1 E E
I I MIN. a
I I U E, •�• F 5
3/4 i i v rn x
2X6 M
- CLIP LENGTH 2X6 MULL a c E-
2X6 MULL d I„I W 4
f�----------- MULL
a
2 X 4
I \Z 2 X 6 5.688' "Z Z z i
n _
------------ n Q 2 a
----------- z
a o
3-3/4" m $ gagC
MIN. 0 0�
5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' (INTO BLOCK)
INTO TUBE MULLIONS. AN RS TYPE 'H' INTO CONCRETE Wood BUCK -
ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. * m
4 ANCHORS THRU 1X BUCK o 0
TO CONCRETE OR BLOCK
ANCHORS TYPE 'H' (INTO CONCRETE) CLI OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 6" MULL SHOWN
ANCHORS INTO CONCRETE or BLOCK H ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER-WHITE METHACRYLATE LACQUER. g o 0
2"X6" MULL SHOWN to E E J y g
xl E.
0 s 8
Ga °� Li O W 1
..........
o, N °
mm b .0
PRODUCE REVISED :.. O t-
a complying with the Florida
Eoildmg Code o +gyp„%
Acceptance No JB- 0 F�q, •• � I
E.piratio Dale m ?9,` • .4 t. I
aP4i.
Ivti a Product Co E-
Ca
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 BLOCK 4 TOTAL(2 ON EACH WING) MIN.
MULL "L" o N .
a 1 X 2 1.688' e C o
? I n 1 X 3 2.688'
1 X 4
2 X 4 3.688' m p u1 2 Z
o e 00 am
e i i i i i 2 X 6 5.688'
2 7/16" t I I I I 1. ALL CLIPS AND ANGLES ARE TO FIT Z W ' a
e MIN. t 2.4 ar 2.6 Mull I I I I
t I I I I I SNUG INTO TUBE
zx /a MULLIONS. o w= 2 0
2x 1
___________J Li LJ ALUM ANGLE 2. WHERE ANGLES ARE N07 FIT SNUG m a ,� o
I I I I INTO TUBE MULLIONS, SEE OPTIONAL '-•� e j
i ANCHOR DETAIL AT SHEET 9 OF 10. j o =
ti Cr7 Z �
® 14 S.M.S. o a
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED z/CHANNEL TUBE MULLION � E.
WITH ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR a E. @
WATER-WHITE METHACRYIATE LACQUER. U F F
------- -------- z 3 In
---- z
MIN. EDGE DIST ------- '--- ® Q'
2-3/16" CONCRETE OR (p o a y
4' HOLLOW BLO K #12 F.H.S.M.S. C1416 6-
2/SIDE I I W
_ 1/8'THICK ALUM CHANNEL I ry j U
LENGTH TO FIT SNUG W
INTO MULLION TUBE MULLION
TUBES MAY BE NOTCHED
• ( I I+�7 AS SHOWN TO ALLOW INSTALLATION , U
OF CUP ANGLE
LOCATION OF SCREWS CONNECTING _ CAULK JOINT AFTER ASSEMBLY Q
ANGLES TO TUBES WHERE ANGLES B14 c+ FH SMS
X l
ARE NOT FIT SNUG INTO TUBE a I I o I• I 2 PER CLIP M 9
OLUONS. ACCESS HOLE O.0 MIN.
d
1
5/8"(2) i i ----- --- ----- ----- o C g m j
5/16•TAPCONS 014 sus 3"
1-3/4•MIN.EMBED INTO MASONRY 4 PER ANGLE I I I y s W c co
w n c
2 PER ANGLE i I ______
o {
m yUm, a i
2 X 2 x 1/8• THIS SCREW CAN BE I 1 V V w iv
• ALUM ANGLE O INSTALLED 0 iTALLERECTION N EITHER i i 21PERHCUPS
1 I 1'O.C.MIN. I I u m Z I 2 n i
E E .�
a
a
• E
1-3/4-X 2-X 1/8-(FOR 28Y TUBE)
' Z 3/4'x 2•x 1/8'FOR(1BY TUBE)
ALUM ANGLE
r1 CUT TO FIT SNUG INSIDE TUBE
__ ___'------ ANCHORS TYPE
• METAL TO METAL CONNECTION ooN;,;, �� •'4:',`I„1�„,.,..,
USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION
PRODUCT RIEVISFD
ALL CLIPS AND ANGLES TO FIT SNUG 0.ildin C.d.
�camplpingwilhtheFirnd°
_ MIN.- _ _ _ INTO TUBE MULLIONS. AcccPtxna Now' 21I 0 a `ate i
OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. PxpiratimDatc
MIN. a
6p
ANCHORS INTO CONCRETE OR CEMENT BLOCK Miami ada product Cc q
I
AN OR TYPES ANCHOR TYPES ANCHOR TYPES I
Width v MULL SPAN A I B I C D E I F I G I H I Width NA MULL SPANI A B C D E F G H I 1 Width MULLSPAN A B C Q E F G H I y _,
18 125.OD 1250D 125.00 125.00 12500 12500 125.00 18 90.72 125.00 125.00 12500 125.00 125.DO 125.00 12500 125.00 18 56.13 11227 129.07 125.00 125.00 144.27 125.00 125.00 125.00
24 131.65 125.00 125.00 125.OD 125.00 125.00 125.00 125.00 125.00 24 68.04 135,08 125.00 12600 125.00 12EOO 125.00 125.00 125.00 24 42.10 84.20 96.80 145.60 125.00 10820 126.00 125.00 115.70 0
30 105.32 125.00 125.00 125.00 125.00 125.00 12500 125.00 12500 30 54.43 108.88 125.16 125.00 12600 13989 12800 125.00 149.59 30 33.68 67.36 77.44 116.48 125.00 86.56 130.24 125.00 9256 tO m
36 87.77 125.00 125.00 125.00 125-00 125.00 125.00 125.OD 125.00 36 45.36 90.72 104.30 12500 125.00 11658 125.00 125.00 124.66 36 28.07 55.13 84.53 97.07 129.00 7213 10653 14420 77.13 n m y E. e j
42 7523 125.00 125.00 125.00 125.00 125.00 12500 125.OD 125.00 42 38.88 T7.76 89.40 134.46 125.00 99.92 125.00 12SOD 106.85 42 24.06 48.11 55.31 8320 110.57 61.83 93.03 123.60 66.11 '�� v o
48 36318 B5.ffi 131.E 12500 125.00 12500 12500 12500 72500 72500 48 74114 34.02 68.04 7822 11T66 12500 87.43 131.56 125.00 9349 48 120 21.05 4210 48.40 7280 95.75 54.10 81AO 103.15 57.85 v~i C3 e V z o
54 58.51 117.02 134.53 12500 12500 125.00 125.00 12500 1260D 54 30.24 60.4E 69.53 104.58 138.99 77.72 11694 125.00 83.11 64 18.71, 37.42 43.02 64.71 8600 48.09 7236 95.13 51.42
�60 52.65 105.32 121.08 12500 125.00 125.00 125.00 12500 144.72 60 2722 54.43 6258 94.13 12509 69.95 10524 139.83 74.80 60 16.84 33.68 38.72 58.24 77.40 43.28 6512 8652 4628 o ¢ W
47.87 9574 110.07 12500 125.00 125.00 12500 12500 131.56 66 24.74 d9.48 5689 85.57 11372 63.59 95.68 12T12 8600 66 15.31 30.62 35.20 5245 70.36 39.35 5920 7865 4207 3
43.88 8777 100.90 125.00 125.00 12500 125.00 125.00 120.60 72 2268 45.36 5215 7644 104.24 5029 87.70 11653 6233 72 1403 2B.07 3227 4653 54.50 3807 54.27 72.10 38.57V] C7 40.51 81.01 9314 140.09 125.00 104.11 1250D 125.00 111.32 78 20.94 41.87 48.14 7240 9622 5381 60.95 107.68 5754 78 12.95 2591 29.78 "..80 59.54 33.29 50.09 65.55 35.60 o p Z C O z
18 133.06 125.00 125.00 125.00 125.00 125.00 125.00 12500 12500 18 80.19 125.00 125.00 125.00 125.00 125.00 125.00 12500 125.00 18 51.03 10206 117.33 125.OD 125.00 131.15 125.00 125.00 14024 'o
J 24 99.79 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 27 60.14 12029 13829 125.W 12500 125.00 125.00 125.00 125.00 24 3827 76.55 88.00 13235 125.00 98.36 148.00 125.00 10518
3171 79-83 12500 125.0 12BOD 12500 125.00 30 48.11 96D 110.63 125.00 125.00 1Zi.66 125.00 125.00 13223 30 30.62 6124 70.40 105.89 140.73 7669 11840 12500 84.15 '7 C g i
36 60.53 133.06 1MOD 125.00 125.0 125.00 25.00 125.00 125.00 36 40.10 63.19 9219 138.67 12500 10305 125.00.125.00 110.19 36 25.52 51.03 58.67 88,24 117.27 65.58 96S7 131.09 70.12 Z x
57.02 125.00 1250 a 12500 12500 12500 42 34.37 68.73 7902 116E& 125.00 8833 13290 125.00 94.45 d2 21.87 43.74 5029 75.64 10D.52 58.21 84.57 11236 60.10 m O
505'8 49.90. 12500 125.00 12500 125.00 137.13 48 84 30.07 60.14 69.14 104.00 138.21 7729 1162912500 8264 48 132 19.14 3827 44.00 6818 87.96 49.18 74.00 9632 5259
Li4 44.35 8.70 101.98 125.00 125.00 113.99 12500 125.00 121.89 54 25.73 53.46 61.46 92" 12280 68.70 103.37 137.33 7346 64 17.01 34.02 39.11 58.83 7618 43.72 BS78 8T39 46.75 < E-F 5
60 39.92 79.83 91.78 138.05 125.00 a 125.00 125.00 109.70 60 24.06 48.11 55.31 83.20 110.57 61.83 93.03 123.60 6611 60 15.31 30.62 3520 5295 70.36 39.35 5920 7665 4207 0 F � fn
fib 36.79 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 5621 84.57 11236 60.10 66 13.92 27.83 3200 48,13 6397 35.77 53.82 71.50 38.25 .� ^ C
72 3326 66.53 76.48 115.04 125.00 85.49 12863 12500 91.42 .72 2D.05 40.10 46.10 69.33 9214 51.52 77.52 103.00 5510 72 12.76 25.5E 29.33 44.12 58.64 3279 49.33 65.56 35.05 H j z CL F
78 30.71 61.41 70.60 105.19 141.13 78.92 118.74 125.00 64.39 78 18.51 37.01 42.55 64.00 85.05 4T.56 71.56 9508 50.86 78 11.78 23.55 27.08 40.73 54.13 3027 45.54 6D.50 3236 ® m z
18 118,18 125.00 125.OD 125.00 12500 125.00 125.00 12500 12500 18 7OA7 140.33 125.00 125.00 128OO 12500.125.00 12500 12500 i8 46.78 93.56 107.56 125.00 125.00 120.22 12560 125.00 128.56
23 8B.63 125.00 125.00 125.00 12500 12500 1250D 125.00 125.00 21 52.63 105.25 121.00 125.00 125.00 13525 12SOO 125.00 144.63 24 35.08 .70.17 80.67 121.33 125.00 90.17 135.67 125.00 96.42 1 �1f1 O � o !
30 70.91 141.81 125.00 125.00 12500 125.00 12500 12aOD 12500 30 42.10 8420 9880 14560 125.00 10820 125.00 125.00 115.70 30 28.07 56.13 64.53 97.07 129.00 7213 10653 144.20 '77.13 11 W
36 59.09 118.18 135.86 125.00 125.00 125.00 125.00 125.00 125.00 36 35.08 70.17 80.67 121.33 12500 90.17 135.67 12500 96.42 36 23.39 48.7E 53.78 80.89 107.50 W.11 90.44 120.17 64.28 N~N C
42 50.65 101.29 116.45 125.00 125.00 130.17 12800 125.00 139.19 42 30.07 60.14 69.14 104.00 138.21 7729 11129 125.00 8264 42 20.05 .40.10 46.10 69.33 9214 51.52 7752 103.00 55.10 W F S
48 57 44.32 8663 161.89 125.00 125.00 113.89 125.00 125.00 121.79 48 96 25.31 52.63 60.50 91.00 120.94 67.63 101.75 135.19 7231 .48 144 17.54 35.G8 40.33 60.67 80.63 45.08 67.83 90.13 48.21 F ¢ Z j
54 39.39 78.78 90.57 13623 12500 10124 125.00 125.00 108.26 64 23.39 46.78 53.78 80.89 107.50 60.11 90. 120.17 64.28 54 15.59 31.19 35.85 5393 71.67 40.07 %30 80.11 4285 j x
60 35.45 70.91 81.52 12261 125.00 91.12 137.09 125.00 97.43 60 21.05 4210 4840 7280 9675 54.10 81.40 10815 57.85 60 14.03 28.07 32.27 48.53 64.50 3607 5427 7210 3657 2 �'
66 3223 84.46 74.11 111.46 148.13 8263 124.63 12500 88.57 fib 19.14 36.27 44.00 6618 0795 49.18 74.00 9&32 5259 66 12.76 25.52 29.33 44.12 5864 3279 49.33 6555 3506 Q Fri
72 �.54 59.09 6793 1ffi16 13579 75.93 11425 12500 81.19 72 17.54 35.08 40.33 60.67 BD63 4508 6783 90.13 48.21 72 17.69 Z3.39 26.89 40.44 5375 30.06 4622 60.08 3214 yy 8
78 27.27 54.54 6270 9d.32 125.34 70.09 10546 140.11 74.95 78 18.19. 32.38 37.23 "58.00- 74.42 41.62 .6262 6319 44.50 - 78 10.79 21.59 24.ffi 37.33 49.ffi 27.74 41.74 55.48 2967 M ,�
18 106.92 125.00 1250D 1250D 12500 125.00 12500 12500 12600 18 ffi.37 124.74 143.41 125.00 125G0 12500 12500 12500 12500 18 44.91 89.81 103.25 125.00 125.00 11647 173.65 12500 123.41 g
24 80.19 125.00 125.00 125.00 12500 125.00 12500 125.00 125.00 24 46.78 93.56 107.56 125.00 12500 12D22 125.00 125.00 128.58 24 33.68 67.36. 77.44 116.48 125.00 85.56 130.24 125.00 9256
30 64.15 128.30 147.50 125.00 125.00 12600 12500 2800 12500 30 37.42 74.84 B6.Od i29.42 12600 9618 144.71 12500 10284 30 26.94 53.89 61.95 9318 123.64 69.25 104.19 13843 74.05 N N ry tip
36 53.46 106.92 122.92 125.00 12500 137.40 125.00 125.00 146.92 36 31.19 82.37 71.70 107.85 143.33 80.15 120.59 12500 8570 36 22.45 44.91 51.63 77.65 103.20 57.71 86.83 IIE36 61.71 # #j
42 45.82 91.65 105.36 125.00 125.00 117.77 125G0 12500 125.- 42 25.73 53.46 61.46 9244 IM86 68.70 10337 137.33 73.46 42 19.25 38.49 4425 66.56 M46 49.46 74.42 98.88 5289
48 63 40.10 80.19 9219 138.67 125.00 103.05 125.00 12500 110.19 48 108 ..23.39 46.78 5378 80.89 107.50 6D.11 9044 120.17 64.28 48 150 16.64 33.68 38.72 .58.24 T7.40 43.28 65.12 8652 4628
64 35.64 71.28 81.95 123.26 12600 91.60 137.82 125.00 97.95 64 20.79 41.58 47.80 71.90 95.56 53.43 8040 106.81 57.14 64 14.97 29.94 34.42 51.77 68.80 38.47 6788 76.91 41.14 m « W '^
60 32.08 64.15 73.75 N0.93 147A3 82-44 12d.04 12500 88.15 60 18.71 37.42 43.02 64.71 8600 48.09 7236 96.13 51.42 60 13.47 26.94 30.98 4659 61.92 34.62 5210 6922 37.02 o ;n m
65 29.16 S132 67.G5 100.85 134.03 74.94 11278 149ffi 80.14 66 1TG7 34.02 39.11 5683 78.18 4372 6578 07.39 4675 68 1225 24.49 28.16 4236 5629 31.48 47.36 6292 3366
72 26.73 51 61.46 9244 12286 68.70 103.37 13733 73.46 72 15.59 31.19 35.85 5393 71.67 40.07 60.30 80.11 4285 12 1123 2245 25.81 38.83 51.60 2885 43.41 5T68 30.85 E o 0
78 24.67 49.35 5873 8533 11341 63.41 9641 12677 67.81 78 14.39 28.79 33.09 49.78 M15 38.99 55.66 73,95 39.56 78 10.36 2D.73 23.83 35.84 47.63 2663 40.07 5324 28.48
i u u m m
" c c " _ 2i m
4ANCHOR/CLIP 'ANCHOR/CUP �z o o u
-- HORIZONTAL MULLION E o m'
GLAZING ANCHOR CLIP NOTES: $
VERTICALo PRODUCT 3 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER 3a m U a
MULLION TO SHEETS 6 7 8, & 9 FOR DETAILS AND NOTES.� , , ,`1j/lflflffJpJl
O 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE �"�� * ,��
GLAZING GLAZING 2 6 7i a �� •
PRODUCT PRODUCT -J O- GLAZING GLAZING 1 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN W�%A; •'����� ��•N�1S�'4�
F U' PRODucr PRODUCT Ja 3 THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. �p�o' ,o EL
¢Ln 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER Ozsy N Vi�is
cHOR/cu > ANCHOR/CUP F LOCATIONS AT HEAD, SILL OR JAMB ENDS. TmS�rti w 'x 1
5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUC[REVISET) ash. ?O`
as co.^.tplyi%will,the Flmeda 3-•1=
Building Code zu'",:-
W i W2 A�cel+tzace TIo 8• `�,p3 F'p✓y�' fJ F Q,t`
HORIZO SAL MULLION J #_
TYPICAL MULLION CLIP ARRANGEMENTS M�a l3 dcYadul^ o
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