HomeMy WebLinkAboutUntitledProduct Approval (4) i T
RECEIVED
JUN o 4 019
2 FILE
10_ 2
�
MIAMI. a County,Permitting
MIAMI-DADS COUNTY
141611131 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
=NEPTANCE E NOA www.miamidadLgov/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
Code i cludin t o i h Vel ci u 'cane o e.-
ESCRIPTION: Clip ed Extruded Alum' um Tube ull'on w/an w o t�Tube
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.
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 1 and evidence pages E-1,
E-2,E-3 and E4,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.18-0529.03
MIAMI•CPA13E COUNTY Expiration Date: May 30,2023
6130 Approval Date: June 14,2018
Page 1
5
T
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 02-0501.05 and 95-1212.09)
2. Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10
of 10, dated 04/27/10,with revision D dated 11/21/17,prepared by manufacturer,
signed and scaled 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. 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 Exa ine
NOA No.18-0
Expiration Date: May 30,2023
Approval Date: June 14,2018
E-1
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (coNTlNUED)
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 NDA 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 NDA No. 95-1212.09)
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 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.
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 Controlxa iner
NOA No. 1 29.03
Expiration Date: May 30,2023
Approval Date: June 14,2018
E-2
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
4. Laboratory compliance letter for Test Reports No.: FTL-3619,FT1-3620,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 NDA 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 05/14/18,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&
Testing,Inc.,Test Report No.HETI-18-6037,dated 05/04/18, signed and sealed by
Rafael E. Droz-Seda,P.E.
Manuel Pere .
Product Control E mji
NOA No. 18-
Expiration Date: May 30,2023
Approval Date: June 14,2018
E-3
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.
Manuelerez, .
Product Control Ex ir
NOA No. 1S 52 03
Expiration Date: May ,2023
Approval Date: June 14,2018
E-4
i
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. c
GLAZING HORIZONTAL MULLION o
PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONS e
3 USING MULLION PROPERTIES ONLY
ANCHOR/CLIP HORIZONTAL MULLION TU
LAZING
3RODUCT to o O w $
rte` /•_`� �, + NGENERAL NOTES: E
N 4 V ¢ a
j 3 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE Z
3 h
•� % •••�, f 31,
REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-S1h Edition&2017-6th z> (n a
+ n Edition)INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). z° C4 Z C
VERTICAL VERTICAL J II 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE w x 2 O z o
MULLION MULLION 3 APPUCA13LE FLORIDA BLDG. CODE REQUIREMENTS I.E:WIND LOAD. WATER o_ .~a-7 W o
INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC.
z z II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS. 2 z I
2 n INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED.
GLAZING GLAZING GLAZING of¢ GLAZING 3 W vi
PRODUCT PRODUCT PRODUCT j En PRODUCT 4.WOOD BUCKS 8 �,
1 OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER v Z
3 LOADS TO THE STRUCTURE. Q E-• w
I=- 5.ANCHORS SHALL BE AS LISTED,SPACED AS,SHOWN ON DETAILS.ANCHORS U F w
C] EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 7i V Z
ANCHOR/CLI 3 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
• 1 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF N o j
t f WOOD ANCHORS ONLY. W C a
8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, HN
Wl W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET yq j d
MULUON SPAN' MULLION SPAN THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4•
U) g
WIDTH (W) = Wt + W2 + W3 MULLION & CLIP NOTES: Q F
z 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET Z
2 OF 10 FOR DETAILS AND NOTES. F
ANCHOR/CLIP ANCHOR/CLIP • REFER TO SHEET 3 OF 10 FOR MAX. MULL'DESIGN PRESSURE CHARTS _ _, o a
a n
�! HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET N r a�
4 OF 10 FOR DETAILS AND NOTES. 4
GLAZING ' REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
PRODUCT 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS w w
VERTICAL ti� ' 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES.
MULLION + a • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS LL a
z •�•• � `�•- 3 D a i i N < I
a F
GLAZING GLAZING o¢
PRODUCT PRODUCT ova GLAZING GLAZING I' ,� z z."
PRODUCT PRODUCT o zQ 3 Lgg u u o o gg I
m
VERTICAL ti c
� t
ANCHOR/CLI MULLION =
ANCHOR/CLIP I-
o
� ,`pW�u�gry4
W 1 I�• W2 / °' ..LL bey
W W1 MULLION SPAN W2 A6bv'q O O
PRODUCT REVISED M C:z
as complying with the Florida G .
WIDTH (W) .= w1 + w2 WIDTH (W) = ode
w1 + wz P.,i 18-05 q,
2 2 Er'ration Duce
TYPICAL MULLION ARRANGEMENTS IByL Dade Pnxtoct ��+lenasa 43
E
d
0
I
{
1.690 L
•125
.062 1.500 Q Y
ASS TYP. � � .125 Ip� Q
3.oQA L500 h I Q W ap
FT-062
1.405 4A00 4.000 .115 1.732 .125 p w C Z p
3.000 3.062 3.000 .115
O1..Io e w
�Q I�v i
2 X 4 TYPICAL 2.000 i.TI32 2.062 E2.000 Z y iG Z N
STO• TUBE WINDOW FRAMEUl I ( z° a y
�a.5AG� MUL I N -j 0 W Ms z o
2X MULLION CLIP jjj •.•1 a
6063-T6
ABS �1.000� .1% ,192 E1.000� .t56� .078 ,7
6A00 L�2 Li88 1.062 LieB �IA62 Z
NOTCH 'L'� 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 W S
STD. TUBE W
\f
CUSTOM MULLION CUSTOM MULLtON CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION y
6063-T6 6063-T6 6063-1`6 6063-T6 6063-T6 a F
Ixx: 2.070 in Ixx: 1.000 irq txx: 0.450 in.. 4xx: 0.370 in4 Ixx: 0.330 inq. F
a Sxx: 1.035 inJ Sxx: 0.667 in3 Sxx: 0.633 in3 Sxx: 0.370 in Sxx: 0.330 in.
0 2A00 3 j Z v
(FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) Z m :, N
o ED
STANDARD TUBULAR SHAPES 1---2A00--y �� plying th'ihs Florida O .3
TYP,WALL=.125'ALL 1 I 1.000 Buil,ng Code L V
Lj ALLOY. 6063-T6 .125 A trace M 1 Z .
I Exp' Liao Dale j a
.750 i TYPICAL
GLAZING PRODUCT t I�1.000�y $y
-`� •124 I I .IZSMiam
10 �8.000� LOOD � Z
2.000 .125 2250 D 4A00 .125
z
_i 6.000 3.000
4500 o r o
4A9d
1X MULLION CLIP 2.000 10D01 4.000 L iL o p
4 G p Kmp
25
6063-T6 - 1 X 4 1 X .3 1 X 2
MULLIONS CONTAINING STD. TUBE MULLION STD. TUBE MULLION ,STD. TUBE MULLION w « y N 3
• � 6063-T6 6063-TG t
L' L' TYPICAL GI,.AZING PRODUCTS 6063-76
NOTCH 2 X 6L 2 X 4 • 4 4 r W LL c1 c
OPTIONAL HORIZONTAL OR VERTICAL.. Ixx: 2.070 in' Ixx: 0.950 i} Ixx: 0.330 i y 0
Sxx: 1.035 in. Sxx: 0.633 in. Sxx: 0.330 in. N
0 o SEE WINDOW OR DOOR APPROVAL FOR STD. TUBE MUL,J ION STD. TUBE MULLION 'O s
6063-T6 6063-76 s m o
FASTENERS SIZES AND SPACINGq q u S o o z Z w
0 o Ixx: 8.280 in. Ixx: 2.980 in.
Sxx: 2.760 in3 Sxx: 1.490 in3 ' A,
k l I U s P q
� CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS
L L"
MULL ^L^ INSTRUCTIONS: USING MULLION PROPERTIES.ONLY a a
�'}ttllfltrylaA
1 X 2 1.688'
USE CHARTS AND cRAPHs As FOLLOWS. THgND CANSE LIBE USED ONS ARE WTHE ALLOLAWSONESMMtAME OADECT � �s°',5••,�'••'�'��?r
STP 1 DETERMINE DESIGN LOAD REOUIRED FOR PARTICULAR OPENING. (",, •fiG�i
1 X 3 2.688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. ra t
STEP 2 USE APPR04ED GLAZING PRODUCTS MEETING ABOVE LOAD a� 'tp !y M ar.d`yS M
NOTCx 1 X 4 3.688' REQUIREMENTS. •y N O O J
OPTIONAL S7 P USE CONNECTION TO MULLION AS PER PRODUCT
2 X 4 3.688' -F' APPROVAL. NOT
.125 MIN. 2 X 6 5.688' STEP 44 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET ao 0.
USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. o . i
2AD6 1. ALL CLIPS AND
ANGLES ARE TO FIT STP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP I ABOVE.
2. MULLIONS MAY BE ORIENTED VERTICALLY OR
SNUG INTp TUBE MUWONS•
2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY.
ANGLE CUPSTEP
r'a F
6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL ST PP ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET T OF 10 FOR TYPtCAI. MULLION
ANCHOR DETAIL AT SHEET 9 OF 10, MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. ao
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78 70.6 101.6 125.0 Q 34z
Is 46.3 133.4 125.0 125.0 125.0 18 26.5 57.7 83.1 -125.0 18 31.0 86.1 -2 a Ko
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
27.8
30 F7 80.0 125.0 125.0 125.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7
15.5 43.1
36 212 66.7 125.2 125.0 IF5.0 36 28.8 41.5 11&6 1 36
99 24.7 35.6 97.4 42 - 36.9
42 19.9 57.2 107.3 125.0 125.0 42
48 63" 17A 5110 93.9 MA 125C 48 108" 2`L6 31.1 85.2 48 ISO"
32.3
64 15.4 44.5 83.4 120.1 125.0 54 19.2 27.7 75.7 64 28.7 r c 4
I &1 3
60 40.0 75A 125.0 60 17.3 24.9 68.1 so 25.8
E
- F,125.0 1 66
66 36.4 68.3 983, 66 15.7 .7 -R.0 23.5
--1 - ---
.8
r--72 -33.3 62.6 90.1 125.0 72 _8 72 21.5 '9
L .78 1 30'8 57.8 83.2 125.0 L 78 19.2 5;9 8 A 19.9
r--HORIZONTAL MULLION '011tuatto,
!
617AZIN TYPICAL MULLION ARRANGEMENTSgoa,
0
PRODUCT
VERCAL
MULLTIION 15--ES TO BE INSCRIBED ems,,Z 0. m
INSIDE RECTANGULAR SHAPE co 0 4>1 i6l-
GLAZING GLAZING O
PROD NTE cc!
PRODUCT LICT moo. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCT REVISED ^<+*(n Na ol*M 0;
5. VERTICALLY OR HORIZONTALLY. plyi-Twigft �2
GLAZING GLAZINGElUitdinr Code
PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) -D
iraflon
j wl + W2 41 E41
MULLION SPAN
W1 W2 WIDTH (W) = 2 Mi ed.Pmdmt at E,-
i
1.690 L 1.000
T .125
A62J .688 312 11000 1.500 r/1
C _
.156 TYP. •I25 Ar 62 .125 AB8 p F
.12s to e O z
u, y
3.000 n°� y a
1.405 d.000 l5 1.732 o
41000 31000 000 3.062 N o C! V o
2 X 4 4.0003.625 31000 2.688 m C y <
STD. TUBE TYPICAL i y 6
I � WINDOW FRAME =Y Z GO n
1.- 4.500---moi
�Z g z
�o i o
0 W= ` O
2X MULLION CLIP r IL �-1A00-� ro s a .� o
6063-T6 2 X 6 .188 ;-1.062-1 •156 L 62-1 1 X 3 I.IeB a �
NOTCH 'L"� -13
6.000 STD. TUBE 1 X 4 STD. TUBE MULLION 1 X 3 w
'L' OPTIONAL U I N 1 X 4 STD. TUBE MULLION 1 X 3 6063-T6 CUSTOM MULLION `• z
CUSTOM
MTU�LLION 6063-T6. CUSTOM M N 6063-T6
Ixx: 4.709 iIn Ixx: 4.709 in 1��2.168 in Ixx: 2.168 in; U S„ H z
Ixx: 2.218 in vi
3 3 3 Sxx: 1,445 in. Sxx: 1.479 in� .F,
a _J Sxx: 2.355 in. Sxz: 2.355 in. xx: '1.445 in. Z p P
o a 2.000 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME)
3 In
STANDARD TUBULAR SHAPES - G, .`7 rn 4
TYP.WALL= 125'ALL 1I�2.000�I N a O
ALLOY fi06}-T6 I 1.580I a U
.750, I� TYPICAL I"I C u)
GLAZING PRODUCT
.180 2.000 N C L) E
1.000 1.625 /N 2 I
2.000 .125 2.250
4.000
f�s',ll M O
I 6.0(10 112 S.M.S. G$6
4500 012.O.C. 4.000 •125. r a n o m
00,
1X MULLION CLIP 3.000 4.000 3.625
6063-T6 4 c r c m
MULLIONS CONTAININ
'L•� ,� TYPICAL GLAZING PR UCTS c4xs.a `- - 1
NOTCH Y1 iO
OPTIONAL HORIZONTAL O ERTICAL
PRODUCT REVISED
ss 4dmplyh4 with the Florida ' o o
a SEE WINDOW O OR APPROVAL FOR 2 X 6 2 X 4 3uildiog Cade t& v t >< 0 510, yS
FASTENE SIZES AND SPACING A10T No
9 Q3 m °u m
a ® STD. TUBE MULLION STD. TUBE MULLION Exyra S ; o o z z 61
6063-TS tiOa Die �2� - -
6063-T6 - -
Ixx:19.648 in Ixx: 7.649 in M �e >; a c a I
• CLIP LENGTH Sxx: 6.549 in� Sxx: 3.825 in
L• L' RECTANGULAR ALU MINUM TU MULL S
USING MULLION PROPERTIES ONLY
MULL "L" INSTRUCTIONS: L`;ITuurir�a
1 X 2 1.688'
USE ctuRTs AND GRAPHS as FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT a m`0+,`�.• .. 3 �1�'0
STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. Ids
1 X 3 2.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE o a 5+
STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS, o N O C;,,••�
NOTCH 1 X 4 3.688' REQUIREMENTS. }�
OPTIONAL STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT v�w,,a?a, IY;4C
2 X 4 3.688' APPROVAL NOTES: �.tu n ° �w
.125 MIN. 2 X 6 5:688' STEP SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET �Q` -.0 1
2.000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE.
1. ALL CLIPS AND ANGLES ARE TO FIT STEP SWITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2, MULLIONS MAY BE ORIENTED VERTICALLY OR Fm w „ '7:1
SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. �F I
ANGLE CLIP HORIZONTALLY, a Ir✓ I
2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS 'w J('t;
I 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 66 ON SHEET 9:SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION rayl; m1
21000----1 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. a
a
I
I
STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS vl
Width w MULL SPAN 1X3 1X4 2X4 2X6 Width w MULL SPAN 1X3 1X4 2X4 2X6 Width W MULL SPAN 1X3 1X4 2X4 2X6 z o
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 o z
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 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
y
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 h z 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 v~i a e o 0 a
48 38-318' 125.0 125.0 125.0 125.0 48 74-114" 69.7 125.0 125.0 125.0 48 120" 16.5 35.9 58.3 149.7 z Z - Z
54 5.0 125.0 125.0 125.0 54 62.0 134.6 125.0 125.0 54 31.9 51.8 133.1 v
Z
60 12. 125.0 125.0 125.0 60 55.8 121.2 125.0 125.0 60 28.7 46.6 119 =r 5
66 125.0 25.0 125.0 125.0 66 50.7 110.1 125.0 125.0 66 26.1 42.4 S.9 w z0 c Z d
72 125.0 1 125.0 125.0 72 46.5 101.0 125.0 125.0 72 23.9 38.9 99.8 w= v 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 co 2 a J m o
18 125.0 125.0 0 125.0 18 128.4 125.0 125.0 125.0 18 33.1 71.9 15.8 125.0 a -D N
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
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 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 y a 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 Q E- 0 £
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 c
64 125.0 125.0 125.0 125.0 5442.8 93.0 125.0 125.0. 64 24.0 38.9 100.0
60 125.0 125.0 125.0 125.0. 60 38.5 83.7 135.9 125.0 60 21.6 35.0 90.0 ®~ o 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
78 124.9 125.0 125.0 125.0 78 .6 64.4 104.6 125.0. 78 16.6- 26.9 469.2 W (!
18 125.0 125.0 125.0 125.0 18 86. 125.0. 125.0 125.0 25.5 55.4 89.9 125.0 j w
24 125.0 125.0 125.0 125.0 24 64.5 40.1 125.0 125.0 Or 24 19.1 41.5' 67.5 125.0
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 o
36 125.0 125.0 125.0 125.0 36 43.0 93.4 125.0 JKO ' 36 27.745.0 115.5 ] a
42 125.0 125.0 125.0 125.0 42 36.9 80.1 k0o'125.0 42 23.7 38.5 99.0 Q0
48 57" 125.0 125.0 125.0 125.0 48 96" 32.3 70.1 125.0'.: 48 144" 20.8 33.7 86.6 54 137.0 125.0 125.0 125.0 64 28.7 62.3 0: 54 18.5 30.0 77.0 � i
60 123.3 125.0 125.0 125.0 60 25.8 56.1 91.1 125. 60 16.6 27.0 69.3 F
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 .57.6 N ti a
78 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 ' .2 ao
24 125.0 125.0 125.0 125.0 24 45.3 98.4 125.0 125.0 24 16.9 36.7 59.7 125.0
30 125.0 125.0 125.0 125.0 3036.3 78.7 127.9 125.0 30 29.4 47.7 1226
36 125.0 125.0 125.0 125.0 36 30.2 65.6 106.6 125.0 36 24.5 39.8 1022 s a m o
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" 114.2 125.0 125.0 125.048 108" 22.7 49.2 79.9 125.0 48 ISO" 4 29.8 76.6 v°
64 101.5 125.0 125.0 125.0 20.1 43.7 71.1 125.0E72
16. 26.5 68.1
` ` y z m
60 91.3 125.0 125.0 125.0 60 18.1 39.4 64.0 125.0 3.9 61.3 "3
66 83.0 125.0 125.0 125. 66 16.5 35.8 58.1 .147.0 - 2 . 55.7 x e e ;
fia ' v v o a m
T2 76.1 142.4 125.0 .0 72 15.1 32.8 53.3 134.8 - 19.9 51.170.231.4125.0 125.0 78 30.3 49.2 124.4 18.4 4
HORIZONTAL MULLION
''�&AZING _ TYPICAL MULLION ARRANGEMENTS �� ,••�.�'y�
VERTICAL PRODUCT 3: .��QS.••�•• ,•f
MULLION ARCHES TO BE INSCRIBED vi z
Z INSIDE RECTANGULAR SHAPE Fes,p yGlq MM-
7
clAzwc c<NG ¢ NOTE: y n
PRODUCT ...I O_ •v•+BI u7'
�� MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
N PRODUCTREVISED '
VERTICALLY OR HORIZONTALLY. "s..plyiFI
ng�vilhtbe =W.
GLAZING GLAZING
GRAZING GRAZING (INTERPOLATION BETWEEN WIDTHS ALLOWED) BMilaingCO&
Acceptance Too O
pin
Wl W2 WIDTH (W) a Wl + W2 BYDace °i '''��I��iP/1D! •••gg,,,'ee E�.,I
_ MULLION SPAN I 2 Mian' ede
d
Ll
5/Ir'TAPCONS MIN. EDGE DIST.
5/16'TAPCONS
1 1/4" MIN. 1-t 2'MIN.W000 PENETRATION 2-3/16" CONCRETE OR
/ 1-1/2'MIN.WOOD PENETRATION t7
EDGE DIST. 2 PER CLIP(1 ON EACH WING) I PER ANGLE 4" OLLOW BL CK 5/16'TAPCONS 5/16'TAPCONS C y
1-3/4'MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY
3/4" 4 PER CLIP(2 ON EACH WING) 2 PER AN
b e O E
MIN. '� h 0
N ao Z
N<1T V 4
co
N Z o
II II II 11 Z w Z h
X II 11 II
I L__ _ II II II 11 O p Z
11 JI � 0
I I I I 2 7/16•
I 1 1%FLOATING CUP I I 11 ALUM ANGLE X MIN. I I I I t I 11 00
N I I 2 BY 1 1 U U ¢ IL_JI II II a 6
\ 1 I WOOD BUCK 1 1 I 1 - ----- WOOD BUCI�C 'i t%FLOATING CUP 1:
I I 2 x 2 x 1/B' I
1 1 1 I 1 1 N 1 --_-_-- I I f U U ALUM ANGLE j
D
z
I I I 4i
Ql F
Q
3/4" MI"' 5/16'TAPCONS ANCHORS TYPE 'D' (INTO BLOCK) U F
EDGE DIST. 1-1/2MIN,woaD PENETRanoN ANCHORS TYPE 'G' (INTO CONCRETE) ® a z z
I
PER ANGL
5,; w
ALL CLIPS AND ANGLES i0 FIT ANCHORS THRU 1X BUCK T SNUG - INTO CONCRETE OR BLOCKr Q p Q F
INTO TUBE MULLIONS. 1'k4" & 2"x4" MULL �11
TAPCONS MAY BE HEX OR FLAT HEAD. ryryW E-
MIN. EDGE DISI,
II n 2-3/16' CONCRETE OR (n S
4" HOLLOW BLO K 5/16'TAPCONS 5%16'TAPCONS Z Z
I I I I 1-3/4'MIN.EMBED INTO MASONRY
1 1 I
I 1 2 BY I I I I 2 X 2%1/8' 2 PER CUP(1 ON EACH WING) 1-0/4'MIN.EMBINTO
I`----------i WOOD BUCK It 11 ALUM ANGLE
I I U U •I a Q �F'I
ALL CLIPS AND ANGLES TO FIi SNUG INCI '
><
ALTERNATE INTO TUBE MULLIONS. <_ n m
ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. ••I
I I N N N �.1i.1V
ANCHORS TYPE 'A'
2 ANCHORS INTO WOOD ji N II 11 m « g I
U tT ii
Imo, IL__JI
_-_-__-_ 11 i1 z x z x tE r
5/Ifi'TAPCONS N I WOOD BUCK 1 i 1%FLOATING NP L'I I'_'I PLUM ANGLE « �, �. a
1 1/4" MIN. 1-1/2'MIN.WOOD PENETRATION 1- 5/16'TAPCONS \ I I I I I l a s A o yg
E GE 01 T. 4 PER CUP(2 ON EACH WING) 1/2'MIN.WOOD PENETRATION I t I I I I a
2 PER ANGLE I I I I I 1 L
-Z p
i t p 0 0 0 0 I
C-4z N Z ANCHORS TYPE 'C' (INTO BLOCK) a m o W g '9 F I
ANCHORS TYPE 'F' (INTO CONCRETE) gI op- 1p 2 ANCHORS 3
tl 11 II It ' la INTO CONCRETE RORIBLOCK
K �,Q`�,e��`1i7b�Js,,.'•'•'F�,
I II 11
X 1 1/4" MI ii ii ii ii �� �. .. .,,`�,✓ o
IL_JI :i! H
Y"N
__ ___ II 11 2 U 2 X 1/B" 1 1 'UJ N �- t'•tt
I 1 \.Y FLOATING CLIP LI u ALUM ANGLE i ; �'• ;;�~!n
\ WOOD BUCK 6 PRODUCT REVISFU U O '
I I I 1 15 Curl With IIIC Florida / •'.'4
F_---_-----i Duildm Code =
I I Accx:pinnce IJo mom"o
y J e7
G''rsfio L)mc 3 c'Oo,/y�'•••. ,+ .
ANCHORS TYPE 'B' ALTERNATE a ,/AOF!(a`e:
ANCHOR LOCATION DI 1•• El
4 ANCHORS INTO WOOD Miami eProduct 4
5/15'TAPCONS
1-3/4'MIN.EMBED INTO MASONRY MIN. EDGE DIST.
M�,I''N``.�.EDGE DIST. 2 PER CLIP(1 ON EACH NTNG) 5/16'TAPCONS 2-3/ TE OR 5/16'TAPCONS 5/16'TAPCONS
2-3p-�o—ovrtO OR 1-}/4'MIN.EMBED INTO MASONRY 1-}/4'NIN.EMBED INTO MASONRY 1_}/4'Mw.EMBED INTO MASONRY F_
4"Fr3
BL CK o O w
4' HOLLOW BLO K 3 1/4" 1 PER ANGLE 4 PER CUP(2 ON EACH WING) 2 PER ANGLE 1O m F ¢
MIN. NN to y z
n ' m
• • a - •. _ � •.. uFi o to � 14 o
' o 0
•
L L zry � m z t.
II II I I I I D II I I I I WIZ q z' .4 „
X 11 11 CONCRETE\.R I I I I X I i I I I I II f a
CEMENT BLOCK II II Q �I-�i CONCRETE OR I I II a `a
CONCR\OR 1L-1j CEMENT BLOCK II11---____-- ( - n 11 2 x 2 x 1/e' - n 11 z x z x 1/e' a p 6
CEMENT BLOCK I 1 11 11 ALUM ANGLE 1 -- -------- 1 1 11 I I ALUM ANGLE
I I I 1 CUP U U N 1 FLOATING CLIP 1 I U U '� Z
I I I I1 I \ 1 I 1 I I I ti W Z
I I 1 I 1 I I 2 7/16 I 1 I I I �' p 6
I I 1 1 I I MIN.
F
a E
\-FLOATING
- a MIN. uuLL z < Z Z
z o
.I.••' M ® •�' W fi
ANCHORS TYPE 'D' (INTO BLOCK � a'
ANCHORS TYPE 'C' (INTO BLOCK) ) W m ¢ F
ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETE) :Z4, u
i 7,11" L 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK4 ANCHORS INTO CONCRETE OR CEMENT BLOCK (i E.. C
1"x4•• & 2"x4•• MULL x------- MULL ' Z Z E
ALTERNATE
I I ANCHOR LOCATION �l
MULL Ly
1 I 1 I I 1 H q
I i I 1 I I I I 8
X'
FLOATING CUP
-------------
1 Ir_T
N CONCRETE OR j_-
CEMENT BLOCK
jr-11
i it m
11 1 I! If L c 60
11 I I a L w w �8
1 ..t • I ` N � I
5/16'TAPCONS ' Z
1-}/4'MIN.EMBED , • I • '.I` j 1 • 1.•. • V ._ v Z x
INTO MASONRY 0 0
2 PER CUP i IY O E s
(1 ON EACH WING) 5/16'TAPCONS
1 I
717 /12 SMS 1-3/4'MIN.EMBED INTO MASONRY
I I 1 I�2 PER ANGLE 4 PER CUP(2 ON EACH WING) �' w
1 1 ¢ b ¢ ¢
M1 h v JC 1/
��3
I I 11 II II �.Yj•,.••••••...,� y
I II < m��WO��•� IL A;-
11 11 ALL CLIPS AND ANGLES TO FIT SNUG O Oy
I 1 11 11 11 INTO TUBE MULLIONS. ' t�
• TAPCONS MAY BE HEX OR FLAT HEAD. T". N * �•
�• .HODUCT REVISED O
as complying with the Florida '.
• c z CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Buildnlg Code
• 1 1 •I WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR A=Pt-W Nod '0 E•o I
WATER-WHITE METHACRYLATE LACQUER. E tion Dut. a14•,•Iq¢ •qq , j
5/16'TAPCONS'1-3/4'MIN.EMBED By F
INTO MASONRY- 1 PER ANGLE MPmi Ct O
l
MIN. EDGE DIST. MIN. EDGE DIST.
2-NHOLL
" OR 2-3/16" CONCRETE OR
5/16•TAPCONS 4" HOLLOW BLO K 3-3/4" 5/16'TAPCONS y '
3-3/4"
1-3/4'MIN.EMBED INTO MASONRY MIN. 1-3/4'MIN.EMBED INTO MASONRY
MIN. 4 PER CUP 2 ON EACH WING O
4 PER CUP(2 ON EACH WING) ) G w `
It I T. ..:
mzi •'ham NO rn V a O
CLIP LENGTH ,
d y' MULL "L" ° 0 o Q w r4 a
x j 2 X 4 3.688' cy
2 X 6 5.688' y Z z° o z a
0
1 1 2X6 MULL 5/16'TAPCONS N d WOOD BUCK = F I1
!I = 1-3/4'MIN.EMBED INTO MASONRY \ S2%6 U
a '
d y 4 PER CUP(2 ON EACH WING) d 5/16'TAPCONS Z " D
_____ _____ d y 1-J/4'WN.EMBED INTO MASONRY
r---------------- 1 3/4" j�1 y 4 PER CLIP(2 ON EACH WING) p d
MIN. r-----------------------------= 1 3/4" a F j 1
MIN.
3/4.. 1 I �., .4 z f
I
m
_ 2X6 M J _ -•
2X6 MULL O CLIP LENGTH 2X6 MULL _ W ¢ E_
H W a
%----------- MULL
a a 2 X 4 8' Gam----------- f'I v a
Z \z a 0
I - 2 X 6 �2i a cxi z I
M
3-3/4" o m
r "<
MIN. c �
•co_
ANCHORS TYPE 'E' (INTO BLOCK) W .
5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG r
INTO TUBE MULLIONS. 'H' INTO CONCRETE wooO e�BY r
ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. 2 a
4 ANCHORS THRU 1X BUCK « .", E 2
ANCHORS TYPE 'H' (INTO CONCRETE) CLI OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED TO CONCRETE OR BLOCK c = 8
a " r4 ra
ANCHORS INTO CONCRETE or BLOCK H ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR 6" MULL SHOWN
2'X6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER.
�z° c E E
0
1101,118j,.0
�N a3.1�o'epe
' O
PRnUCT REVISED
w complying with the Flmida o iP
Building Code ¢ " ?Y•-•
Arocptance No 18• p s n`�' r. o '- I
ars
Mi Product Co a
L1
MIN. EDGE DIST. 5/16-TAPCONS
2-3/16" CONCRETE OR 1_3/4'MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH
y
4' HOLLOW_ OW BLOCK 4 TOTAL(2 ON EACH WINO) MIN. o ••
I�1 MULL "L" ro m C r4 .
a 1 X 2
1.668' e y O
.:I' \ 1 X 3 2.688' n m h o
n � n 1 X 4 3.688' yon o a o
2 X 4 3.688' .0 u1 2 W
1 �
2 X 6 5.688' 31i�
i 2 7/16" i i i i i 1. ALL CLIPS AND ANGLES ARE TO FIT Z cz
w o o
r MIN. r za4 ar 2i6 Mull I I I I p
1 r I I I ISNUG INTO TUBE MULLIONS. o o @
1 I I I I 2X2x t/4" Mf
LJ ALUM ANGLE 2. WHERE ANGLES ARE NOT FIT SNUG
LJ
I I I I INTO TUBE MULLIONS, SEE OPTIONAL
1 I ANCHOR DETAIL AT SHEET 9 OF 10. j o
2 w z
ti
' �
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/ I4 S.M.S./CHANNEL TUBE uuwoN :z, O
E.
WITH ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR a E-F E
WATER-WHITE METHACRYLATE LACQUER. ------- U
_
M a Z q
MIN. EDGE DIST. ------- -------- ® m'
2-3/16 CONCRETE OR ® ¢ N rz
o -3 g
4" HOLLOW BLO K 112 F.H.S.M.S. (���r-' Q E-
2/SIDE
1/8'THICK ALUM CHANNEL I ~�yy C, o
LENGTH TO FIT SNUG I 1 W U
INTO MULLION I I TUBE MULLION E V \
TUBES MAY BE NOTCHED I 1 0
h AS SHOWN TO ALLOW INSTALLATION a V
OF CUP ANGLE
LOCATION OF SCREWS CONNECTING "+ CAULK JOINT AFTER ASSEMBLY Q
ANGLES TO TUBES WHERE ANGLES
\X 114 M SMS �z
46
ARE NOT FIT SNUG INTO TUBE ¢ I I 1 I 2 PER CLIP v
MULLIONS. I I I I ' 4S.R-
E. LE 1_1/2.O.C.MIN. '
- O '
1 I „ I I m I
I 5/8�2� l l --- ----- -----
I
c o
5/16'TAPCONS •-
114 SMS I I o -
1-S/4"MIN.EMBED INTO MASONRY 4 PER ANGLE w w n$ a
2 PER ANGLE 1 I r
1 I _ _-_-_ ______ _____ H I
N
• _ -1I2%2 X 1/B' THALUM ANGLE ISDIRECRECTI 21PER CUPSI cI 1'O.C.MIN.I
I I Ey IF y Ir
u
st 1-3/4-X 2-X 1/8'(FOR 2BY TUBE) 56
3/4'X 2-X 1/8'FOR(1BY TUBE)
ALUMIGLE
CUT TO FIT SNUG NSIDEATUBE'77 '''�,:
-- ---7III Hf I
------
ANCHORS TYPE '1'
METAL TO METAL CONNECTION o
USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION
r PRODUCT REVTSFD °�cd•+J:9�A_-_ I_ ,mss: .,,':
;e cmltplylrgt with Ik 11pTida o m, N_ fp.-
3-3/4-
'`-
3-3/4" ALL CLIPS AND ANGLES TO FIT SNUG llui nplyi-s cs-�FY`o
MIN. INTO TUBE MULLIONS. Acmptans N-AG-0-w'rpr'%,
r'S o .�•ir'^••�•�•' J`�e
1 3/4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. ExpiraimDaaMIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK q
• i
ANCHOR TYPES ANCHOR ANCHOR TYPES I
Width MULLSPAN A S C I D E F G H I Width MULLSPAN A B C D E F O H I Width MULLSPAN A 13 C D E F G H 1 4q
18 125.00 125.00 125.00 125.00 12500 125.00 125.00 18 90.72 125.00 125.00 125.00 125.00 125.00 18 58.13 11227 129.07 125.00 125.00 144.27 125.00 125.00 125.00 a0
131.85 125.00 125.0 125.00 12500 125.00 68.04 125.00 125. 125.00 125.00 125.00 24 42.10 84.20 96.80 145.80 125.00 10820 12500 125.00 115.70 m
30 105.32 125.00 125.00 125.00 125.0 125.00 25.00 125.00 125.00 30 54.43 108.86 125.16 125.00 125 139.89 12500 125.00 149.59 30 33.68 67.36 77.44 116.48 125.00 86.56 13024 125.00 9256 m 2
36 87.77 125.00 1250 125.00 12500 125.00 45.38 12500 125 12500 12500 124.66 36 28.07 55.13 64.53 97.07 129.00 7213 10853 144.20 7713 n m y E-
42
o '
42 7523 125.00 12500 12500 125.00 15.00 125.00 12500 125.00 42 38.88 77.76 ER40 134.46 12500 99.92 12500 12500 10@85 42 24.08 48.11 55.31 83.20 110.57 61.83 9303 123.60 66.11 '^ V O
48 383!8 65.82 131.65 125.00 15.00 12500 15.00 12500 12500 12500 48 74174 34.02 68.04 78.71 117fi6 125.00 8743 131.56 1500 9349 48 120 21.05 4210 48.40 7280 96.75 54.10 81.40 10&15 57.85 vii c v o
64 58.51 117.02 134.53 1500 12500 15.00 125.00 12500 12500 54 30.24 60.48 69.63 10456 138.99 7772 11&94 15.00 83.11 56 18.71, 37.42 43.02 64.71 85.00 48-09 7236 9&13 51.42 O¢ O a c I
60 52.65 105.32 121.08 15.00 125.00 12500 1500 12500 144.72 60 2722 54.43 62.58 94.13 12509 00.95 10524 139.83 74.80 60 16.84 33.68 38.72 5824 77.40 4328 65.12 88.52 4628 O1 of o e m
66 4787 95.74 110.07 1500 1500 15.00 1500 125.00 131.55 66 24.74 49.48 5&89 8557 113rz 6359 95.68 177.12 6@00 66 15.31 30.62 3520 5295 7136 39.35 59.20 78.65 4207 3" 03 7+zj y
72 43.86 87.77 100.90 1500 1500 1500 1500 12500 120.60 72 2268 45.36 5215 78.44 104.24 5829 87.70 11@53 6233 72 14.03 28.07 3227 4853 64.50 3@07 54.27 7210 38.57 Z W c a T/] o
78 4051 61.01 9314 140.09 1500 104.11 1500 12500 111.32 TB 20.94 41.87 4814 7240 9&22 5381 80.95 107.56 5754 78 12.95 591 29.78 44.80 59.54 33.29 50.09 65.55 35.60 o Jo Z A4 ZO ❑
18 133.06 15.00 1500 15.00 1500 15.00 15.00 1500 12500 18 80.19 15.00 15.00 15.00 15.00 1500 1500 15.00 12500 18 51.03 10205 117.33 15.00 15.00 131.15 1500 1500 14024
24 99.79 15.00 1500 1500 1500 1500 1500 1500 12500 21 60.14 12129 138.5 1500 1500 1500 15.00 15.00 125.00 24 3877 78.55 88.00 13236 15.00 98.36 148.00 1500 10518 •-7 m
_No_ 79.83 1500 150 1500 12500 125.00 30 48.11 9623 110.63 1500 1500 12366 1500 1500 13223 30 30.62 61.24 70.40 105.89 140.73 7869 118.40 1500 84.15
36 66.53 133.06 1500 15.00 150 15.00 15.00 1500 12500 36 40.10 80.19 92]9 13&67 1500 10305 1500 1500 110.19 36 5.52 51.03 58.67 8824 117.27 6558 98.67 131.09 70.12 Z v 3
57.02 15.00 1500 1500 12500 125.00 42 34.37 68.73 79.02 118.86 1500 88.33 13290 15.00 94.45 42 21.67 43.74 50.5 7564 100.52 58.21 84.57 11236 60.10 rA
48 5098 49.90 99.79 114.73 1500 1500 12824 1500 12500 13713 48 84 30.07 00.14 00.14 104.00 138.21 7729 11&29•1500 8264 48 132 19.14 36.27 44M 6&18 87.95 49.18 74.00 9832 5259 y
64 44.35 68.70 101.96 125.00 1500 113.99 1500 12500 121.89 64 26.73 53.48 61.46 9244 12288 68.70 103.37 137.33 7346 54 17.01 34.02 39.11 58.83 78'18 43.72 65.78 87.39 48.75 Q F N F
60 39.92 7983 91.78 13805 15.00 10259 15.00 125.00 109.70 60 24.08 48.11 %31 8320 110.57 61.63 93.03 17160 69.11 60 15.31 30.62 35.20 5295 70.36 3935 5920' 7865 4207 U
66 36.5 7258 83.44 1550 15.00 93.5 140.33 12500 99.73 66 21.87 43.74 50.79 7564 100.52 5821 84.57 11236 60.10 66 13.92 27.83 3200 48.13 0..91 3577 5382 71.50 38.5 z a i
72 3326 6653 7648 115.04 15.00 8549 128.63 12500 91.42 .72 21.05 40.10 4510 69.33 9214 51.52 T7.52 103.00 55.10 72 12.76 5.52 79.33 44.12 58.64 3279 49.33 65.55 35.06 I..1 Z
78 3D.71 61.41 70.60 105.19 141.13 78.92 11874 15.00 84.39 78 18.51 37.01 '4255 64.00 85.05 47.56 71.56 95.08 50.86, 78 11.78 23.55 27.08 40.73 54.13 3727 45.54 60.50 3236 ® Or
18 118.18 15.00 125W 15.00 1500 1500 1500 1500 12500 18 70.17 140.33 15.00 15.00 1500 1500.1500 15.00 15.00 18 46.78 93.56 107.56 15.00 15.00 120.22 1500 1500 12856 N o a m
74 88.63 15.00 15.OD 15.00 1500 1500 1500 1500 12500 24 52.63 105.5 12200 15.00 1500 13525 1500 1500 144.63 74 35.08 .70.17 60.67 121.33 15.00 90.17 1 13567 1500 9@42 6 ❑
30 70.91 141.81 1500 1500 15.00 1500 1500 1500 12500 30 4210 84.21 9580 14560 12500 10820 1500 15.00 11570 30 28.07 56.13 64.53 97.07 179.00 7213 10&53 144.20 77.13 W ti
36 59.0.9 118.18 13586 15.00 1500 15.00 1500 125.00 12500 36 35.08 70.17 80.67 121.33 15.00 90.17 135.67 15.00 9642 36 23.39 46.78 53.78 8089 107.50 60.11 90.44 120.17 64.26 N~N C p
42 50.65 10129 116.45 1500 125.00 130.17 1500 125.00 139.19 42 30.07 60.14 69.14 104.00 138.21 77.29 11&29 1500 8254 42 20.05 .40.10 46.10 00.33 9214 51.52 77.52 103.00 5510 W � !:
48 57 44.32 8863 101.89 1500 1500 11389 1500 12500 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 35.08 40.33 6067 80.63 4508 67.83 90.13 4821 F ¢ Z
64 39.39 7878 90.57 13623.1500 10124 1500 125.00 10826 64 23.39 46.78 5378 80.89 10750 60.11 90.44 120.17 64.28 64 15.00 31.19 35.65 5393 71.67 40.07 60.30 83.11 4285 N x
60 35.45 70.91 81.52 17261 1500 91.12 137.09 12500 97.43 60 21.05 4210 4840 7280 96.75 54.10 81.40 10&15 57.85 60 14.03 26.07 3227 4853 6450 35.07 5427 7210 3857 Z 0' gg
66 3223 6IL46 74.11 111.46 148.13 8283 124.61 1500 88.57 66 19.14 3877 44.00 WAS 87.95 4918 74.00 9832 5259 66 1276 5.52 5.33 44.12 5864 3279 49.33 6555 3505
72 5.54 `.409 67.93 10218 135.79 75.93 11425 1500 81.19 72 17.54 35.08 40.33 60.67 8063 4508 67.83 9@13 4&21 72 11.69 23.3.9 26.89 40.44 5375 30-06 4522 60.08 3214 y�, _a
78 2777 54.54 6270 9432 12534 70.09 10546 140.11 74.95 78 18.19. 32.38 37.23 '56.00- 7442 41.62 .6262 8319 44.50 78 10.79 21.59 24.82 37.33 49.62 27.74 41.74 55.46 29.67 M
18 106.92 15.00 1500 1501D 1500 15.00 1500 1500 12500 18 62.37 124.74 143.41 125W 1506 1500 15.00 1500 12500 18 44.91 89.81 103.5 15.00 15.00 11541 173.65 1500 123.41 g
74 80.19 15.00 1 1500 1125.00 1500 1500 15.00 1125.00 12500 24 46.78 93.56 107.56 1500 1500 1 12122 15.00 15.00 128.56 24 33.68 67.35. 77.44 115.48 15.00 86.56 13024 15.00 9258 lz
30 64.15 128.30 147.50 15.00 1500 1500 1500 2500 125.00. 30 37.42 7484 86.04 1 129.42 1500 9&18 144.71 1500 10284 30 26.94 53.89 61.95 9318 123.84 6925 104.19 13843 74.05 N N
36 53.46 100.92 12292 1500 1500 137.40 1500 12500 146.92 38 31.19 62.37 71.70 107.85 14333 80.15 121.59 1500 8570 36 2245 44.91 51.63 7765 103.21 5771 8&83 11536 61.71
42 45.82 91-65 10535 1500 15 5
.00 117.77 100 1500 125 72
93 42 25.73 63.46 61.45 9244 185 68.70 103.37 137.33 7346 42 19.5 25 38.49 446DW 88.46 4946 74.42 98.88 5289 m v a m
48 63 40.10 80.19 9219 138.67 1500 10305 1500 125.00 110.19 48 108 ..23-39 46.78 5378 80.89 107.50 60.11 90.44 120.17 64.28 48 150 16.64 33.68 38.72 58.24 77.40 4328 6512 8552 4628 w o m s �� ;
64 35.64 71.28 81.45 12326 1500 91.00 137.82 12500 97.95 64 21.79 41.58 4780 71.90 9556 5&43 80.40 106.81 57.]4 64 14.97 29.91 34.42 51.77 8&80 3@47 57.88 7&91 41.14
60 32.08 64.15 7375 110.93 147.43 8244 124.04 12500 88.15 60 18.71 37.42 4302 64.71 88.00 4809 7236 9&13 51.42 60 13.47 5.94 30.98 46.59 61.92 34.62 5210 0022 3702 " ii e
66 0.16 5832 6705 100.85 134.03 74.94 11276 14982 80.14 66 17.01 34.02 39.11 5&83 7818 4372 6578 87.39 4&75 68 1225 24.49 26.16 4236 5629 31.48 47.36 0.92 3366 r " m v
R 75.73 53.46 81.46 9244 17288 68.70 1(13.37 13733 73.46 72 1559 31.19 35.85 5393 71.67 40.07 60.30 80.11 4285 rz 11.23 2245 S.Bt 36.63 51.00 28.85 43.41 57.68 30.85 : 0 0
78 24.67 49.35 5@73 8533 11341 6341 95.41 12@T7 67.81 78 14.39 28.79 33.09 49.78 6&15 3&99 55.66 73.95 39.58 78 10.38 70.73 23.83 35.84 47.63 2&63 40.07 53.24 2848
o o w
u �
ANCHOR/CUP ANCHOR/CUP 31- E E J
HORIZONTAL MULLION = E U o
ANCHOR CLIP NOTES:
GLAZING 'tea
VERTICALO PRODUCT 3 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER c a
MULLION J TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. aaaµqu�nq���
z ` 0 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE aog * •���N44
GLAZING GLAZING Q P:
PRODUCT PRODUCT :. (L ,cuLZINc cLazlNc 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN wC'�O ••.••• �. d.
U N PRODUCT PRODUCT 2 Z 3 THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. _ g" �:i",o a
¢V) 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER � y N .3
ANCHOR/CU > ANCHOR/CUP F LOCATIONS AT HEAD, SILL OR JAMB ENDS. a's Ul w *
9' �;O2+
1 w 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCT REVISED
�
as complying with Lha Flnridn oa '�•1= .., j
IWIdi.S Cod.
Wt W2 ,~ Asce{•taNa 8• 9.03 F'o-'✓�'7i'
HORIZONTAL MULLION 1023
SPAN a qi�q* P•taaaaar131
TYPICAL MULLION CLIP ARRANGEMENTS D3 a
Miem'IPadc FrnQn[t'"
. i