HomeMy WebLinkAboutProduct Approval (4) mug q _4
MIAMI-DARE -DADE COUNTY
Q Q)RPUCYTNTROLSECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 2ER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION RECEIVETnTm 2590 F(786)315-2599
NE OA www. iamidade. 'ov/econom
.0�,,CF��J�EPTANC
awsonIn ustries,IncMAY 2 2019
501 NW 90 Street
edley,FL 33166 ST. Lucie County, Permitting
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
CVe cludi the Hi h Veloci urr'ca e Zo e.-
RIPl'on w/an w o to 1 ei fo ce e t—LO DO + T: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.,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.
�I�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'l 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.
MIAMI•DADE COON Y NOA No. 18-0529.03
Expiration Date: May 30,2023
U Approval Date: June 14,2018
Page 1
7
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 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-02-171.8, 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. 02-050.1.05)
Manuel Perez,
Product Control Exa finer
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 (coNrnvuFD)
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 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 611 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 Control(Exaitiner
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,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 05/14/18,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 mine
NOA No. 18- 9.
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-Sella, 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
L Anchor verification calculations and structural analysis,complying with FBC 61h
Edition(2017),prepared by manufacturer, dated 05/24/18,signed and sealed by
Thomas J. Sotos,P.E.
D. QUALITY ASSURANCE
I. 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 crez,
Product Control Ex i r
NA No. 18 52 .03
Expiration Date: May ,2023
Approval Date: June 14,2018
E-4
FTHESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
ANCHOR/CUP ROVED IMPACT AND NON-IMPACT PRODUCTS.
ANCHOR/CUP I COUNTY APP
GLAZING HORIZONTAL MULLION RECTANGULAR ALUMINUM TUBE MULLIONS C4
PRODUCT -3
USING MULLION PROPERTIES ONLY
ANCHOR/CUP HORIZONTAL MULLION
GLAZING'
PRODUCT GENERAL NOTES:
+ _T
1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-5th Edition&2017-6th
Z). ca L
+ Edi ion)INCLUDING HIGH VELOCITY HURRICANE ZONE(HVH z z
VERTICAL VERTICAL 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE .8 :it 2 z
MULLION MULLION APPLICABLE FLORIDA BLOC. CODE REQUIREMENTS I.E'. WIND LOAD. WATER 'o 2
INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. -13
II Z
3.MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.
z INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED.
M L DII BI-
GLAZING GLAZING GLAZING GLAZING 3� P;
c:) 4.WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
IMPACT
'7G MISSILE
7DA
).S MIAMIE� DE
TUpc I "PACT PRODUCTS.
PRODUCT PRODUCT PRODUCT PRODUCT LOADS TO THE STRUCTURE. -4 ;D
5.ANCHORS SHALL BE AS LISTED,SPACED AS.SHOWN 014 DETAILS,ANCHORSa
EMBEDMENT TO WE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, z
z :� .
ANCHOR/CUP--j 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS z
ARE NOT PART OF THIS APPROVAL,
7,A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
WOOD ANCHORS ONLY,
8. MATERIALS INCLUDING BUT NOT LIMITED TO I STEEL OR METAL SCREWS,
W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
MULLION SPAN THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4, 22
MULLION SPAN
WIDTH (w) Wl + W2 + w3
M ULLION & CUE NOTES
2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
2 OF 10 FOR DETAILS AND NOTES.
-ANCHOR/CUP ANCHOR/CUP REFER TO SHEET 3 OF 10 FOR MAX. MULL-DESIGN PRESSURE CHARTS
F
STEEL REINFORCEMENT REFER TO SHEET zj G HORIZONTAL MULLION 2. FOR MULLIONS WITH
4 OF 10 FOR DETAILS AND NOTES.
REFER 10 SHEET 5 OF 10 FOR MAX. MUII DESIGN PRESSURE CHARTS 4
GLAZING 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS
VERTICAL \PRODUCT 6. 7. B. & 9 OF 10 FOR DETAILS AND NOTES. p 6 G -
REFER -o e! fE
MULLION TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS
&
:3(n
GLAZING GLAZING
g v
PRODUCT PRODUCT GLAZING GLAZING �9 z A =
O . 3
E E
PRODUCT PRODUCT Zom
ANCHOR/CLI VERTICAL LO
MULLION ANCHOR/CLIPP
WI W2 Ou U.
W2 �q 0 0
W MULLION SPAN
PRODUCT REVISED
complyin with the Florid. 0.
Wl + W2 Wt + W2 Building
WIDTH (W) WIDTH (W) =
2
TYPICAL MULLION ARRANGEMENTS
1
169R
.125
462 1.500 4
.156 TVP, - Ar- 62 .125 §+
1 2 o O
3400 �- 4504 '22
h c '
M 1 ¢ ..
1.405 4.000 4.000 .ISS 1.732 r fit •125 N Q U p o
z
3.000 3.062 3.000 .IIS
Lj 1
2 X 4 TYPICAL 2.000 1.732 2462
H2.000
�4sa0---) STO. TUBE
WINDOW FRAME z W o o z ca y
MULLION o of p
2X MULLION CLIP ( ( a z o
6063-T6 .188 702 1•^1.000 .156 I 1021.DOO+d .156TI A78 fL a 6 l
6400 1.062 I.188 i�L062 2.188 L1.062-7
�'L' OPTIONAL L 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 ? W
STD. TUBE CUSTOM MULLION CUSTOM MILLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLIO
6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 ye E- In
Ixx: 2.070 in4, Ixx: 1.000 ina Ixx: 0.950 in` Ixx: 0.370 in Ixx: 0.330 irt4. ggY
Sxx: 1.035 in3 Sxx: 0.667 in3 Sxx: 0.633 in3 Sxx: 0.370 in3 Sxx: 0.330 in3 `�
2.00D w Q 2 u
c (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) 3
a I to
STANDARD TUBULAR SHAPES 2000 ttEV1SFI3 ��y, �_
I TYP.WALL- .125`ALL qlu o-e•'ith the Fhxitn ]'"�,,(If C] ^R
II ALLOY 6063-76 �1400� !� }
.i25 E t-m m I .
.730 i � TYPICAL � E%PI lion Dao_ ��¢}ry N 4.7
z
GLAZING PRODUCT
.124 1.000-I q 6r a
Y H U a
.125Miam a roduet
.125 (�}
IXGo
2A00 2254 1 �I.DOR V a E
9400 .125
'I 6.000 3.000 2 g-
.125
4 L=l
2 GOD
5 G ar
o
1X MULLION CLIP 2.oRR aoRR 4400 4.00014
6063-T6L L o a ea
L•�,,� _� Lf
MULLIONS CONTAININGTUBI;,MULLION STD. TUBE MULLION STD. TUBE MULLION
NOTCH L TYPICAL GLAZING PRODUCTS 6063-1`6 6063-76 6063-T6 w a
OPTIONAL HORIZONTAL OR VERTICAL2 X 6 2 X 4 Ixx: 2.070 in lxx: 0.950 in° I= 0.330 itJE_ j LI- a
STD. TUB.. MULLION STD, TUBE MULLION Sxx: 1.035 in3 Sxx: 0.633 in} Sxx: 0.330 in3
SEE WINDOW OR DOOR APPROVAL FOR 6063-T6 6063-76 a v A o c
FASTENERS SIZES AND SPACING -
a* o I= 8.280 in Ixx: 2.980 int
Sxx: 2.760 in3 Sxx: 1.490 in3 s z° ati pp u 1
,L,� .L•� CLIP LENGTH RECTANGULAR ALUMINUM TUBE MU LIONS
MULL "L" INSTRUCTIONS: USING MULLION PROPERTIES ONLY
USE CHARTS AND GRAPHS AS FOLLOWS. 111611111PI1
I X 2 1.668' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT Iz ,e>>tit�� a j� I
D
MI
I
ON'S ADE
WSMA -
S X 3 6,(78@' S7 P 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. AND CAN BE USED WITH ALL LATEP eee�6J•,o•"
LSE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD
' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. a� /�
NOTCH 1 X 4 3.68@' REOUIREMENTS. N � �,:y►,.
T-- OPTIONAL rbnyl 'Ul .-4
2 x 4 3.6@@« TFp ,3 D�sPROVNNNECTON TO MULLION A5 PER PRODUCT NOTES w
' 4.37 IA
125 MIN. 2 X 6 5.688' SPECIFY MMMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET
2A00 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. o • ,'-
.1lti.
1, ALL CUPS AND ANGLES ARE TO FIT STEP
5IN S EP ION RATING MORE THAN DESIGN LOAD SPECIFIED xm ✓"�' I
SNUG INTO TUBE MULLIONS. w STEP 1 ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR 6'0>
2. WHERE ANGLES ARE NOT FIT SNUG HORIZONTALLY. m d
ANGLE CUP USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS a 1�
I 6063-T6 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 t,. y 4�'°�` T•7
f--2A00� ANCHOR DETAIL AT SHEET 9 OF 10._ MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. 6
TU 3E MULLIONS TUBE MULLIONS TUBE MULLIONS
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27.880"' 1750 125.0 125.0 30 15.9
34.6 49.8 136.3 30 18.6 51.7
36 212 66.7 125.2 125.0 125.0 36 - 28.8 41-6 F13.6 36 15.5 43.1
_19_9 57.2 -IMT" 125.0 125.0 42 24.7 35.6 97.4 42 - _36.9
4817A 50.0 93.9 135.1 125.0 48 1081, 21.6 31A 85.2 48 150" 32.3
64 F 71 15.4 44.5 83.4 120.1 125.0 54 19.2 27.7 75.7 64 28.7
40.0 75.1 108.1 125�O 17.3 24.9 so
60 25.8
66 36.4 68.3 98.3 .125.0 66 15.7 22.7 62.0 66 23.5 ii
33 61.6 901 1250 72 v
78 72 20�8 56.8 21.5
08
57.8 83.2 125.0 78 19.2 52.4 78 19.9
HORR014 MULLION
TYPICAL MULLION ARRANGEMENTS m
PRODUCT so of
-VERTICAL LARCHES TO BE INSCRIBED MULLION INSIDE RECTANGULAR SHAPE IA. 1!�-,
z co 0 *S
GLAZING NOTE: mlis
GLAZING J-�r W41 %a
PRODUCT PRODUCT MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED E-PODUCTRFVISED
In C-4 the Florida w
VERTICALLY OR HORIZONTALLY. a �
GLAZING GLAZING B'Idi Cosa g�ti
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
PRODUCT PRODUCT
DNA
Wl , W2 BY t
Wl W2 MULLION SPAN 2 Mi aft
1.690 .125 1.000
.062. .688 312 1.000 1500 rn
(n
.156 TVP. __ .125 .Or 62 •688 0 F
17-z
.125 o O Z3-0001.405 . 0 IS1.732Z
4-000 3AOD 000 3.062 •o W
2 X 4 4.0003.625 0 2.688STD. TUBEImTYPICAL Za
4.500 YlINOOW FRAME Z z
2X MULLION CLIP �M= Z O'06J-T6 .188�I .102 .156 1 .I �IA00 m
d 2 X 6 1062 IF-1062 1 X 3 13,
NOTCH •L• \ 6.000 STD. TUBE 1 X 4 STD. TUBE MULLION 1 X 3 D o �
F r
OPTIONAL 1 X 4 Z z- ;
U I N STD TUBE MULLION 1 X 3 6063-r6 CUSTOM MULLION ti w z i
CUSTOM MULLION 6063-TG.
6063-T6 CUSTOM M N 6065-T6
6063
4 Ixx: 2.166 in� < �„ F 2
Ixx: 4.709 in`. Ixx: 4.709 in' I . 2.168 in. 3 Ixx: 2.218 ir.
3 Sxx: 1.445 in. 3 F o
!-�2.00D--1 Sxx: 2.355 in3 'Sxx: 2.355 in� xx' 1.445 in. Sxx: 1.479 in. I F
a (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) ®H j z m
rn
s STANDARD TUBULAR'SHAPES S
II TVP.WALL=.125'ALL I' 1.5ao »{ k, Q y
ALLOY 6063-T6 I 1.580 I �N U �U
.750 I TYPICAL
GLAZING PRODUCT W ? a
.180 I� --•�{ � V u
XT
0 I 1,625-1
2-000 •12528s0E ;
u
I 6.000 112 S.M.S.
0112'O.C. 4.000 •I25 S i
4.500
1X MULLION CLIP
3.000 4.000 3.625
6063-T6 u
N \
MULLIONS CONTAININ
L• NOTCH C TYPICAL GLAZING PR UCTS C4)Il4L[
r w y
OPTIONAL HORIZONTAL 0 ERTICAL 4
PRODUCT REVISED
o a SEE WINDOW O OOR APPROVAL FOR as compyi+g with Iho Florida
FASTENE SIZES AND SPACING 2 X 6 2 X 4 luddma COde !8, c a m x o yS
® o STD. TUBE MULLION STD. TUBE MULLION Accep'mxNO 4Q3 V N @ c .,
6063-Tfi 6063-Tfi ExP:reltOa Uzle ��3 S P_ e ' Z Z m
Izz:19.648 in; Ixx: 7.649 ink by o&1d e? or, 0 3
Sxx: 6.549 in. Sxx: 3.825 in, m E
CLIP LENGTH a W I
RECTANGULAR ALUMINUM TUBE MULL S m u m a F t
MULL -L" INSTRUCTIONS: USING MULLION PROPERTIES ON Y
1 X 2 1.688' USE CHARTS AND GRAPHS AS FOLLOWS. °`',j1;11449� v7'i,
STP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT my�°O 5.•'° ' �r
1 X 3 2.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. •�� N .►`-
NOTCH I X 4 3.688' REOUIREUENTS.
7�
op
PONAL RZ
$7 p USE CONN ON i0 MULLION AS PER PRODUCT H?I,.II
2 X 4 3.688' p APPROVAL NOTES:
.125 MIN.
Lf__X 6 1 5.688' 1 STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET Qo r;•` G q'�
2-000
USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE i OF 10 FOR BUILDING CODE COMPLIANCE. �>
I 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED � �•, •`•°• ,• �+.
IL SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR . Fo °e
ANGLE CLI 2. WHERE ANGLES ARE NOT FIT SNUG HORIZONTALLY, m i :;•�+ ;
USING ANCHOR TYPES ON SHEET 5 THRU 9 AND ANCHOR CRAM y i• Y(•
I 6013-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 •rl;.;
�--2-000--1 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. a
� l
STEEL REINFORCED REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS
07
Width(w) MULL SPAN IX3 IX4 2X4 2 x B Width(w) MULL SPAN 1X3 IX4 2X4 2X6 Width(vA MULL SPAN 1X3 IX4 2X4 2X6 Q:In E-
0 C4
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 Q z
-- -
125.0 126,0 125.0 125.0 24 139.5 125.0 125.0 -f25.0 24 33.0 714 116.6 125.0 Q
30125.0 125.0 725.0 125.0 30 111-6 125.0 125.0 125.0 30 26.4 57.4 93.2 125.0 CO m
36 1250 125.0 126.0 125,0 36 93.0 125.0 125.0 125.0 36 22.0 47.8 77.7 125.0 NN z
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 M~Oa o 0
"
74-114 69.7 M.0' 125.0 125.0 "1 48 120 16.5 35.9 5&3 149.7
48 38.�31W 125.0 125.0 -T25.0 125.0 48 Z
64 5.0 126.0 125.0 125.0 54 MO 1 134,6 125.0 125,0 64 31.9 51.8 133,1
.IK t
60 �1!2 M
125.0 1 125.0 125.0 60 55.8 121.2 .0 125.0 60 28.7 46.6 119
66 15.0 NQ25,0 1 125.0 125.0 66 50.7 110.1 125.0 125.0 66 26.1 42.4 Aq
72 125.0 125,Q 1 125.0 125.0 '72 125.0 72 23.9 38.9 99.8 00 c
0
78 125,0 125.0 125.0 125.0 78 42.9 1 93.2 125.0 125.0 78 22.1 3,5,f 92.1
18 .125,0 125.0 TNJO 125.0 .18 128.4 125.0 125.0 125.0 18 33.1 71,9 ;o16,8 125.0
24 125.0 125.0 125.0 1250 24 96.3 125.0 125.0 125.0 24 24.8 53.0 87,6 125.0
30 125,0 125.0
125.0 30 77.1 125.0 125.0 125-0 30 'Oda
36 125.0 12-6.0 12-5.0 K2 19�9 '01 70A 12&0
36 64.2 139.5 125.0 125.0 36, 16.5 35.9 58.4 125.0 p z
42 125.0 126.0 125.0 125.042 55.0 119,5 125.0 125.0 42 30.8 50,0 128.5
- " "
so.sta125.0 125.0 125.0 125.0 1 84 48.2 104.6 125.0 125.0 48 132 27.0 43.8 112.5
48 :D
64 125.0 126.0 125.0 125.0 54 42.8 910 125.0 125.0. 1 54 24.0 38.9 100.0
60 125.0 1250 125.0 125.0. 60 38.5
�A 38.5 83.7 135.9 125.0 60 21.6 35,0 '90.0 Z
66 147.7 125.0 125.0 125.0 35.0 76.1 123.6 125.0. G6 19�6 31.8 8t8 a
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 -N9S.6 64.4 104.6 125.0. 78:Z 16.6- 26.9 69.2
18 125,0 125.0 125.0 125.0 18 86-51- 125.0 125.0 125.0 25.5 55.4 89.9 1254
24 125.0 125.0 125.0 125.0 24 64.5 NL40.1 125.0 125.0 24 19.1 415 67.5 125.0
30 125.0 125.0 125.0 125.0 1 30 51.6 112�� 125.0 125.90 30 15,3 33,2 50 138.6 1:4
125.0. 125,0 125.0 125.0 1 43.0 93.4 ' - I
36 36 �,125.0 J6.0 96 27.7 45.0 115.5
42 125.0 125.0 125,0 125.0 42 36.9 80.i
O�125.0 42 23.7 38.5 99.0 vQ
48 57 125,0 125.0 125.0 125.0 48 32.3 70.1 .Q- 48 IIA 20.8 331 86.6
64 137.0 125.0 125.0 125,0 64 28.7 602.3 k2 11 Z5
!� a 54 18.5 30.0 77.0
60 123.3 125.0 125.0 125.0 60; 25.8 56.t000 91.1 12�Sln 60 1616 27.0 69.3
66 112.1 125.0 125.0 12&0 23.5 5e.'O 82.8 125.0- '%,-66 15.1 24.5 610
72 102-8 126.0 125.0 125.0 72i 21,5 oo'461 75-9 125.0 - 22.5 �57.8 0
;s;
-04.8 125�O --T2s7o- 8 78 -
78 125�O C8 1%V 43.1 1 70.0 _125.0 20.8 53.3 m c
79.6 1 a z
125.0 125�O 111 060.4 131.2 J M.0 125.0
Is 125.0 12&0 22-6 49.0 25.0
24 125.0 125.0 125.0 125.0 24 Zr 45.3 98.4 125.0 125.0 24 16.9 36.7 59.7 125.0 A
30 125.0 125.0 125.0 125.0 30 36.3 78.7 127.9 125.0 30 - 29.4 47.7 122.6
36 125.0 125.0 125.0 125.0 36 30.2 65.6 106.6 125.0 36 24.5 39.8 102-2
42 130.6 125.0 125.0 125.0 42 25.9 56.2 91.4 125.0 1 42 -`N 21.0 34.1 87.6
48 63" 1142' 125.0 126.0 125.0 48 108" 22.7 I 49.2 79.9 125.0 48 150.1 - �& 29.8 75.6 c
54 125.0 Sff
101.5 125.0 125.0 20.1 43.7 71.1 125.0 54 26.5 68.1
E ai
"sa.
60 91.3 125.0 125.0 125,0 60 181 394 64.0 125.0 60 9 61.3
35.8 58.1 147.0 66
66 83.0 1 125.0 1 125.0 125.V. 66 16.5 2 55.7
72 761 1 142.4 1 IT25..50 47jg,00� 72 15.1 32.8 5&3 134.8 72 19.9 1.1
.78 1 1 70.2 1 131.4 1 1 78 30.3 49.2 124.4 78
f-HORIZONTAL MULLION
-I MULLION ARRANGEMENTS N TYPICAL
G . .........
VERTICAL PRODUCT
MULLION ARCHES TO BE INSCRIBED
z 0
INSIDE RECTANGULAR SHAPE U.
C,z NOTE:
GLAZING
PRODUCT MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
X.U1c;T In
PRODUCTREVISED
VERTICALLY OR HORIZONTALLY. __M;Ayig wilh the Florida
CLAZ 11 NC GLAZING (INTERPOLATION BETWEEN WIDTHS ALLOWED) Building Code'
PRODUCT PRODUCT 40
E.W! lion Date re
+ W2
Wl W2 WIDTH (W) B y:
MULLION SPAN 2 t
5/I6•TAPCONS MIN. EDGE DIST."
1-1/2 2- ,
1 1/4" MIN. 5/16TAPCONS CONCRETE OR
H
"MIN.( O 1-1/2"MIN.WOOD PENETRATION 3/16"
EDGE DIST. 2 PER CLIP(I ON EACH WING)PENETRATION I PER ANGLE 4" OLLOW BL CK 5/16"TAPCONS 5/16"TAPCONS co rn
1-3/4'MIN. EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY W
3/4 4 PER CUP(2 ONOWING) 2 PER ANGLE Imp C EIN. �I M .. ~Or4ml.
II II 3 a<v
II 11
II Ii I I 11 Z Y c/1 Z y
II II 11 11 II 11 J Z7r C
�L-�1 11 I I 2 7/16" II II II II p O O (]
---------- IL' ;/ I I I I 2 X 2%
1 1%BOATING CLIP I I I I ALUM ANGLE x MIN. II I I I I 11 >:
(N 1 1 2 BY 1 I QIL JI
\ I I WOOD BUCK I I IJ LI ' By L I I II ALUM2ANG1 8•
____ ____-- „7
I 1 I I 1 - -- WOOD BUCK I I IX FLOATING CUP
1 I I 1 I 1 N I I 1 1 U U
A
1 1 \ I I I I W Z
j I
Lo
1 I
V � I
EDGE D" MIN.
TAPCONS
5/16 ANCHORS TYPE 'D' (INTO BLOCK) U
2
ry F `y F
1-1/2"MIN.WOOD PENETRATION H V In i
PER ANLL ANCHORS TYPE 'G' (INTO CONCRETE) ®I ?
4 ANCHORS THRU 1X BUCK °r w S
ALL CLIPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK C F
iv INTO TUBE MULLIONS. 0
�Z 1T, 2
TAPCONS MAY BE HEX OR FLAT HEAD. 1"x4" & 2"x4" MULL><
MIN. EDGE DIST.2-3/16" CONCRETE OR �4HOLLOW BLO K - 5/16•TAPCONS 5/16"TAPCONS1-3/4'WN.EMBED INTOMASONRY 1-3/4'MIN.EMBED I2 BY " 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE
r----------i WOOD BUCK I I I I ALUM ANGLE
U U z
a
1 I ALL CLIPS AND ANGLES TO FIT SNUG • 'I n • '�f
ALTERNATE INTO TUBE MULLIONS. •� o v n
ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. ••I I I o N H o u d
m v �o�o
ANCHORS TYPE 'A'
2 ANCHORS INTO WOOD 11 11 11 11
_
11 II 11 11 p m
� 18Y IL_JI
2 x 2 x I/e' m
I - WOOD BUCK I I IX FLOATING CUP II II ALUM ANGLE
5/18•TAPCONS N I I I I V L1 ~ n N N
1 1/4" MIN. 1-1/2'MIN.WOOD PENETRATION 5/16"TAPCONS \ 1 I I I I 1
4 PER CUP t-1/2'MIN.W000 PENETRATION I I s a
E GE DIST. (2 ON EACH WINO) 2 PER ANGLE 1
LO
az rc E c
S2� Z ANCHORS TYPE 'C' (INTO BLOCK) w>1 <
^� a� . �,? ANCHORS TYPE 'F' (INTO CONCRETE)
j
2 ANCHORS THRU 1X BUCK ++rejjfl'I"'1J3;,�
n n INTO CONCRETE OR BLOCK a 4`^ �' b�:,,�k
ii ii ii ii y°iq C�•'• '•�%r ~ r
IL-JI I I I II 1 41 N e'y";N
------------- 2 x 2 X 1/8"
N 1 I 2 BY I I FLOATING CLIP U U
I I I I ALUM ANGLE
\ I I WOOD BUCK I I I I I 1 "TL e I.:,
1 I I I 1 t PRODUCT'REVISED. u O Ij"Y 4
I 1 I 1 1 1 t----------- n cor.,plyirg with the Florida
I 1 Building Code oTq ;1 •'=I
1 Acapisncc No JIB' Q F Q'•.� .'•!(.J,�� I
L. 'rsfio IDsrc •L17L3 ��a��•" U.e°`
ANCHORS TYPE 'B ALTERNATE a AAlFriai1�
4 ANCHORS INTO WOOD ANCHOR LOCATION 3y t!. Q
Misrli +dc Pro uct
cz
5/16•TAPCONS
MIN. EDGE DIST. 1-3/4•MIN•EMBED INTO MASONRY MIN. EDGE DIST, y -
2-j OR 2 PER CLIP(i ON EACH WING) 5/16'TAPCONS 2—j� TE OR _ 5/16•TAPCONS 5/16•TAPCONS Q N
1-3/4'MIN.EMBED INTO MASONRY 4" OLLOW BL CK 1-3/a MIN.EMBED INTO MASO0�;
1_3/4•MIN. EMBED INTO MASONRY
4' HOLLOW BLO K j 1/4" 1 PER ANGLE 4 PER CUP(2 ON 2 PER ANGLE e m O F
,MIN. 1141 '�°m y 0
•I .I' o y z m
•• .I 1' • I i• I . •1• M • I I o M) C Z o
ra
• . . 1 • • 2O M UI 2 yn
L II II II I -1 Z z a
�� a 0
X II II CONCRETE\.R I I 11 x T� ..
< CONCRE\OR :1ILCEMENT BLOCK II II _ Q _�� CONCRETE OR II II w 2 a a `3 0
I --------- CEMENT BLOCK j' J l i i i ALUM2AN(XEB g I ------------ CEMENT BLOCK I I I I �, a
I I II II ALUM ANGLE
N I I 1 I CUP U U N I im '
2 1/11
i FLoannc CLIP 2 S
1 I ' ' MIN. I I 1 1 V ] E
\-FLOATING
j 1 4" Ea. g
• 'a z MIN. MULL z Q z z S
ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'D' (INTO BLOCKS N < F
/ I ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETE) j
2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK
1".4" & 2"x4" MULL Q 0
ALTERNATE MULL INFS1 ' 2
I 1 ANCHOR LOCATION FT Z 6
MULL
1 I I I X I I I I ~ e
FLOATING CUP a
II 1 Ir-T
jl j p Q li (V CONCRETE OR
r dv
CEMENT BLOCK
1 u
boa
II II
b
.• •� • • I� • +I • -• T • I • I SbmLL
•
T. 5/16"TAPCONS
-3/a MIN.EMBED
I • M 1 . m
INTO MASONRY ' i Z
2 PERCLIP ."•.z° rc E E 3 S
(1 ON EACH YIINC) TAPCONS �
I I 1 I d12 SN.S 1-3/4'MIN.EMBED INTO MASONRY I u° o
c i I 1 2 PER ANGLE 4 PER CUP(2 ON EACH WING)
I II
I I I I I I 11 AO`y••,•• • •,•�,��
m Ori ...�
ALL CLIPS AND ANGLES TO FIT SNUG o
oalA �q n O O;
INTO TUBE MULLIONS. y w •� a'�
TAPCONS MAY BE HEX OR FLATD. < %O wZ
.I n .nOOUCT REVISED aF•!:• O v3g�:
No
.0 comPlyilg5 with Uw Florida
Z CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Uaddoac.e =�?� =•��Q�::; ' I
I Mf I I WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR [ mhon D ` n F"a l`�� • ,e\
WATER-WHITE METHACRYLATE LACQUER. wh7
ItE pT ml
5/16'TAP DNS 1-3/4'MIN.EMBED @y
INTO MASONRY- I PER ANGLE mesas Ede
Ll
• -
t
MIN. EDGE DIST,
MIN. EDGE DIST. 2^3/16" CONCRETE OR
2-3/,16" CONCRETE OR 5/46-TAPOONS
4' HOLLOW 8LO K 3_3/4" 5/16^TAPCONS 4 H4l.t.OW BLO K 3-'3/4 1-3/4"MIN.EMBED INTO MASONRY
1-3/4•MIN.EMBED INTO MASONRY I4(� MIN. r-4 PER CLIP(2 ON EACH WING) 14 co
MIN. 4 PER CLIP(2 ON EACH WING) p e
4 I+ I V M(O Taj) ez
\z M ! C a o
4 ` «1 CLIP LENGTH 1 y d° o a w
•.. L.- . a . ,. ...
MULL "L" �- 3 o v tWa
X 2 X 4 3.688' i� d o (n a y
a z p ZO
1 i 2 X 6 5.688' o p
2 � o
N 1 t 1
a
d 1 2X6 MULL 5/16•TAPCONS N d WAD�� ; 2%6 M 5/16•SAPCONS '� p
a 1 1-3/4 MIN,EMBED INTO MASONRY a
4 PER CUP(2 ON EACH WING) 4 W x
1 t 1 4 4 PER CLIP(2MONOEACH YANG)INTO MASONRY
O
—__—__
N-------- 7 3 4" 1 t
1 1 / 1 3/4" e
I I MIN. h---------------------------- I MIN, a E
1 tLENGTH 3/4Z
(Dzxs M CLIP2x6 MULL
2X6 MULL : ~ a
._... ..-- �------------ •' MULL "L" '• �
.... .. _---__ F 0 t
a 2 X 4 8. G ---------- 4 (i v x
- 2 X 6 5.688' Z i x F
M „ - M a i 2 Q z CC
U a
- - i
tj
3-3f4.. m e c E o a o
MIN, w
ANCHORS TYPE 'E' (INTO BLOCK) W w
5 11/16" ALL CLIPS AND ANGLES TO.FIT SNUG
INTO TUBE MULLIONS. AN RS TYPE 'H' INTO CONCRET wood aucK ° -
ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT "PAD.
4 ANCHORS FHRD IX BUCK
TO CONCRETE OR BLOCK
ANCHORS TYPE 'H' (INTO CONCRETE) CU OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 6MULL SHOWN 0 3 "
ANCHORS INTO CONCRETE or BLOCK H ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR u u o 2i
2'X6" MULL SHOWN WATER-WHITE MEIW,CRYLATE LACQUER.
U i O tl
6 a4 U � vi
tea, ........
y�'tea O'•��'•
ARODUC[REVISED
ca carz412yi>;¢with sip Ffotida ,+��i_."t�
Doilding Cak y�fn�'l ,� I
Acceptxncs
B.ePi�ti D..•4e � � q�.. �T'"��,r,D I
Y
Mi ^PTodacs Cu
A {
i
MIN. EDGE DIST. s/18'TAPCONS
2-3/16" CONCRETE OR 1-3/4-MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH
4 HOLLOW BLOCK a TOTAL(2 ON EACH WINO) MIN. Cli
o ••
MULL "L" c m
I X 2 1.688' '� F
�z
•.I' .1 n 1 X 3 2.688' M m z
1 X 4 3.688' N oa o a c
2 X 4 3.688' m o,� 2 w m
t t i i i i 2 X 6 5.688' g e
2 -7/16° i i i i i 1. ALL CLIPS AND ANGLES ARE TO FIT Z w o p Tn z
A MIN. t 2aa or 2x8 Mull 1 1 I I 6
i i i i i 2%2% 1/4' SNUG INTO TUBE MULLIONS. o o Z 2 O -
_ ________J LJ LJ ALUM ANGLE 2. WHERE ANGLES ARE NOT FIT SNUG
m�.a
1 I I I INTO TUBE MULLIONS, SEE OPTIONAL
ANCHOR DETAIL AT SHEET 9 OF 10.
Ell
0
ti
8 14 S.M.S. m O
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/CHANNEL TUBE MULUON Im E-
WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR Q E_
N
WATER-WHITE METHACRYLATE LACQUER. U
F ti i
TSIDE
------- z v z
. z
MIN. EDGE DIST. --=---- � -
2-3/16" CONCRETE OR _ yyy4HOLLOW 8L0 K 812 F.H. E-2/ ^1/8.THICK ALUM LENGTH TO VIINTO TUBE MULLIONTUBES MAY BE NOTCHED1AS SHOWN TO ALLOW INSTALLATION
_ OF CUP ANGLE
CAULK JOINT AFTER ASSEMBLY
LOCATION OF SCREWS CONNECTING e .4
ANGLES TO TUBES WHERE ANGLES iv ^ z i
ARE NOT FIT SNUG INTO TUBE a I 1 1 1 82 PEER CUP ly
MULLIONS. I I I I ACCESS HOLE 1-1/2.O.L.MIN.
^ I I O 1 1 I
c e n o
1 I 5/8"(2) I I _____ _ ___
L_ ___________ --
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.7 CUT TO FIT SNUG INSIDE TUBE 1n 1'"T•T:.
—_ --_]------ ANCHORS TYPE '1'
• METAL TO METAL CONNECTION wZe'dv'' - `-t•
USE CHARTS FOR ANCHOR TYPE Y TO VERIFY CAPACITY OF CONNECTION
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Bedding Code
MIN. INTO TUBE MULLIONS. Accepta�Pmdmt
1 3/4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HE% OR FLAT HEAD. ExpirahB ANCHORS INTO CONCRETE OR CEMENT BLOCK Mimii q
ANCHOR Es ANCHOR TYPES ANCHOR TYPES
2-2A
MULL SPAN A B C D E F G H I Width MULLSPAN q 13 C 0 E F G H I Width 14ULLSPAN q B C D E F G H I y
125.00 72500 125.00 125.00 125.00 725.00 12500 78 90.721125-001125.001125.001125.00 125.00 125.00 125.00 125.00 18 56.13 11227 729.07 125.116 125.00 144.27 125.00 125.00 125.00
131.65 125.00 725.00 125.00 125.00 12500 725,00 12500 125.00 24 68.04 136.08 125.01 12500 125.00 12500 125.00 12500 125.00 2A4210 84.20 96.80 145.00 125.00 108.201 125.00 125,00 115.70 1D5.32 12500 125.0 25.00 125.00 12500 30 5443 108.66 125.16 125.00 12500 139.89 125.00 125.00 149.59 30 3368 67.36 77,44 116.48 125.00 86.56 130.24 125.00 9256 87.77 125.00 125.00 125.00 1250 125,00111-10,11111,10). 125.00. 36 45.38 90,72 104.30 12500 12500 11658 12500 12500 124.66 36 29.07 56.13 64.53 97.07 129.00 7213 108.53 144.20 77.13 M m h W
42 7513 12500 12500 12500 12500 12500 125.00 42 38.88 77,76 89,40 134.46 12100 99.42 12500 12500 10685 42 24.06 48.11 55.31 8320 110.57 61.83 93.03 123.00 6811 "t o
48 3$3!8 85.82 131.65 725.00 125.00 125.00 12;1.00 12500 125.00'125.00 48 74114 34.02 68.04 78.22 117.00 125.00 87.43 131.56 125.00 9349 48 120 21.05 42.10 48.40 7280 96.75 54.10 81.40 10875 57.85 a e V z o
54 58.51 117.02 134.53 12500 12400 125.00 125.00 12500 175.00 54 30.24 60.46 69.53 10458 138.99 77.72 118.94 125.00 8311 64 18.71- 37.42 43.02 64.71 MOO 48.09 7236 96.13 51.42 0¢ O `4
W 52.65 105.32 121.08 125.00 125.00 125.00 12500 125.00 144.72 60 27.22 54.43 GZ58 94.13 12509 69.95 105.24 139.83 74.80 60 16.84 33.68 38.72 5824 77.40 43.26 6512 86.52 4628 o ¢ r 1
66 47117 95.74 110.07 125.00 125.00 125.00 12500 125.00 131.56 66 24.74 49.48 5689 85.57 113.72 63.59 95.68 12712 88.00 66 15.31 30.62 35,20 5295 70.36 39.35 59.20 7865 4207 3 I`R y w a^
72 43.88 8777 100.90 12500 12500 125.00 12500 125.00 120.00 72 22.68 45,36 5215 78.44 104.24 5829 8770 71653 6233 72 14,03 28.07 32.27 4853 64.50 3807 54.27 72.10 38.57 =>- V1 U
78 40.51 81.01 9314 140.09 12500 104.11 12500 125.00 111.32 78 20.94 41.87 48.14172.40 1 9822 1 5381 I 8096 1107.561 57.54 76 12.95 25.91 1 29.78 44.83 1 59.54 1 3329 1 50.09 1 68.55 1 35.6 1 o Z O z
18 133.05 125.00 12500 125.00 12500 125.00 125.00 12500 12500 18 00.19 125.00 17x`.00 125.001125-001125.00112500 125.00 12500 18 51.03 10206 117.33 125.00 125.00 137.75 125.00 175.00.74024 ''�= Z O ¢ o
24 99.79 125.00 12500 125.00 12500 125.00 12500 125.00 125.00 24 60,14 17029 138.23 175.00 12500 175.00 125.00 125.00 12500 2f 3827 78.55 68.00 13236 125.00 98.38 14800 115.00 10578 a a N o t
80 79.63 12500 12500 125.00'125.00 12500 12500 30 48.17 X23 770.63 12500 125.001123-661125.001125.00113223130 30.62 61.2a 70.40 105.89 140.73 78.69 118.40 12500 84.15 j E t
36 66.53 133.06 125.00 125.00 125-0 125.00 25.00 125.00 12500 36 40.10 80.19 9219 138.67 12500 103.05 12500 125.00 11019 3fi 21.52 51.63 58.67 8824 117.27 65.58 98.67 131.09 70.12 11}
57.02 72500 125.0 2500 12400 12500 42 3437 68.73 7902 776.86 725.00 88.33 13240 125.00 94.45 42 21.87 43.74 5029 7564 700.52 56.21 84.57 11236 60.10 L 7 v 3
48 50578 49.90 99.79 114.73 12500 12500 128.24 12500 12500 137.13 48 84 30.07 60.14 69.14 104.00 138.21 7729 116.29'12500 8264 48 132 79.14 38.27 44.00 66.16 87.95 49.18 74.00 98.32 5259 V � C
64 44.35 88.70 101.98 125.00 12500 113.99 12500 125.00 121.89 54 26.73 53.46 61.46 9244 12286 68.70 10337 13733 7346 54 17.01 34.02 39.11 5883 7818 43.72 6578 8739 4875.
W 39.92 79.83 9118 138.05 125.00 10259 175.00 125.00 109.70 60 24.06 48.11 55.31 83.20 110.57 61.83 1X1.03 123.00 6811 60 15.31 30.62 35.20 5295 70.36 39.35 59.20 78.65 4207 (�
66 36.21 7258 83.44 12550 125.00 93.28 140.33 12500 99.73 66 21.87 43.74 50.29 7&64 100.52 5521 84.57 11236 60,10 - 6fi 13.92 27.63 3200 48.13 63.97 35.77 53.82 71.50 38.75 U a x
72 3326 M53 76.48 115.04 125.00 85.49 12863 12500 91.42 .72 20,05 40.10 46.10 69.33 9214 51.52 77.52 103.00 55.10 72 12.76 25.52 29.33 44.12 5664 3279 49.33 65.55 3506• H j z n' F tr
78 3D.71 61.41 70.60 10619 141.13 7892 118.74 125.00 64.39 78 18.51 37.01 4255 64.00 8505 4756 71.56 9508 50.86 78 11.76 23.55 27-48 4673 54.13 3027 45.54 6050 3236 V
78 118.16 125.00 725.00 125.00 12500 12500 12&00 12500 12500 18 70,17 740.33 125.00 125.00 12560 12500 125.00 12500 17500 18 48.78 93,56 107.56 725.00 725.00 720.71 12500 125.00 128.56 0 5
21 88.63 125.00 12500 125.00 12500 12500 12500 12500 125.00 24 52.63 105.25 121.00 125.00 125.00 13425 12500 125.00 144.63 24 35.08 70.17 80.67 121.33 125.00 90.17 13&67 12500 96.42 d o
30 7091 141.81 125.00 12500 125.00 12&00 125.00 125.00 125.00 30 4210 84.27 9a8D 14&W 12500 10820 12500 125.00 115.70 30 28.07 56.13 64.53 97.07 129.00 7213 110&53114420 77.13 W 04 y
36 68.69 118.18 13586 125.00 125.00 125.00 12500 125.00 12500 36 35.08 70.17 80.67R121.33 125.00 90,17 135.67 125.00 96.42 36 23.39 48,78 53,78 80.89 107.50 60.11 90.44 120.17. 64.2842 50.65 101.2) 116.45 125.00 125,00 13617 12&00 12&00 139.79 42 30.07 60.14 69.14 138.21 7729 11629 125.00 8264 42 20.05 40,10 46.10 69.33 9214 51.52 77.52 103.00 551048 57 44.32 886! 101.89 125.00 12500 113.89 12&00 12500 121.79 48 96 29.31 52.63 00.50 120.94 6763 101.75 135.19 7231 48 144 17.54 35.08 40,33 60.67 80.63 45.08 6783 90.13 4821 V z54 39.29 78.78 90.57 135.23 12500 101.24 12500 125.00 108.24 64 23.39 46.78 53.78 107.91 60.11 90.44 120.17 66.28 5d 1559 31.19 35.85 53.93 71.67 4607 00.30 00.11 4285jW 35.45 70.91 87.52 12267 1250Q 91.12 137.09 12500 97.43 60 21.05 4210 48.40 9675 54.10 81.40 10815 57.85 60 14.03 28.07 32.27 4853 64.50 3607 5417 7210 38.5766 329 &1.46 74.11 11146 1-08.13 8263 124"63 12500 86-57 66 - 19,14 3827 44.00 6795 49.18 7400 98.32 5259 65 12.76 25.5 29.33 44.12 5864 3279 49.33 6555 350572 2954 00,09 67.93 10216 135.79 7&93 11415 12500 81.19 72 1754 35.03 40.33 8663 4508 67.83 90.13 48.21 72 1169 23.39 28.89 4644 5375 3006 45.22 80.08 3214 yy78 77.27 54,54 6270 94.32 125.34 70.09 10546 140.11 74.9`., 78 16.19 32.38 3723 74.42 41.62 .6262 8319 44.50 76 10.79 27.59 24.ffi 37.33 49.62 27.74 41.74 5&4fi 29.67 �H {{
18 708.92 125.00 12500 12500 12&00 125.00 12500 72500 12500. 18 62.37 124.74 14341 125.00 12&00 125.00 125.00 12500 125.00 18 112-.2524.49
89.87 103.25 125.00 125.03 115.411173.65112&001112341 g {
24 80.19 125.00 125.00 12500 12500 12500 125.00-12&00 125.00 2d 46.78 �Ci.56 107.56 125.00 72400 12722 125.00 125.00 128.56 24 67.36. 77,44 116.48 125.00 86.56 130.24 12400 9256 64.15 ' 125.00 125. 125002500 12500 30 37-42 74.84 86.04 129.42 12500 9618 744.71 125.00 10284 30 53.89 61.95 9318 123.84 69.25 104.19 13843 74.0536 53.48 106.92 12292 125.00 1250 13740 2500 125.00 146.92 36 31.19 62.37 71.70 10785 14333 80.15 120.59 125D0 8&70 36 44.91 51.63 7765 103.20 5777 86.83 71538 61.71 45.82 2500 1250 .t 2500 125.00 125.93 42 25.73 53.46 61.45 9244 12286 68.70 103.37 13733 7346 42 38.49 44.25 66.56 88,46 49.46 74.42 9888 52,89 40.10 00.19 9219 738.67 725.00 10305 12&00 12500 110.19 48 108 ..23.39 46.78 5376 00.69 107.50 00.11 90.44 120.17 6418 48 150 33.68 38.72 58.24 77.40 4328 6512 8652 46264 ���� 35.64 7128 81.95 123.26 125.00 9100 13782 12500 97.95 54 20.79 41.58 47.80 71.90 9556 53.43 00.40 108.81 57.14 6'4 0.9434.42 51.77 8880 3847 5788 76.41 47.1460 3208 64.15 7375 170.93 747-43 8244 124.04 12&00 88.15 60 18.71 37.42 4302 64,71 8600 48.09 7238 9813 5142 60 2694 30,96 46,59 61.9234.625210 6812 37.02n 65 29.16 5832 6705 70085 134.03 74.94 11278 14982 80.14 66 17.01. 34.02 39.71 5883 7818 4372 6578 87.39 46.75 68 24.49 2816 4236 5629 31.48 47.36 6292 33.6972 29.7351.46 61.46 9244 17288 68.70 10337 13733 7346 72 15.59 31.19 3585 53.93 71.67 40.07 00.30 80.11 4285 72 245 25.81 38.63 51.00 2885 43.41 5768 30.8578 2467 49.35 58.73 B&33 71341 6341 95.41 12677 6781 70 14.39 28.79 33.09 49.78 68.15 36.94 55.66 7395 39SB 78 0.73 23,83 35.84 47.63 2863 40.07 5324 2848 c 'o : s a �a
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ANCHOR/CUP
ANCHOR/CUP
- HORIZONTAL MULLION
z z E E
ANCHOR CLIP NOTES: ;
GLAZING
VERTICAL z PRo6ucr 3 I. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER
LD
MULLION J ' TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES.
O +1111111111//j� t
GLAZING GLAZING �¢ 0 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE .� `+++ •�it••Fl���io� 1
PRooucr PRODUCT D GLAZING GLA2INC 1 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN �.��0;• •,��'/4f,
�f71
PRODUCT PRooucT �a3 THE DESIGN LOADS REOUIRED FOR PARTICULAR OPENING. 6 •zg�.
ANCHOR/cu w avaL 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER oz� C3 C4 LL A-4 Of.
> ANCHOR/CLIP LOCATIONS AT HEAD, SILL OR JAMB ENDS. m W �•Qy
5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. p$oouClPEvisEn z`u_. O.O.
31 complying with ltw Phnidn 8�',,•.1 Y �•�,�..
007 002 +-, iluilding code
HORIZONTAL MULUONJ AW`n= B• 1� r-a �,',�, •. ++ "" I
SPAN �11f+= a i4j4j1 "pn1t++�+ Cd
I
TYPICAL MULLION CLIP ARRANGEMENTS
Minn'?^ndc Pam4tKY � j
f
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