HomeMy WebLinkAboutProduct Approval (4) . �
U I
M IAM I•DADE MIAMI-DADE COUNTY
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
IN EPTANCE OA www.miamidade.gov/economy
son In ustries,Inc.
NW 90 Streetley,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(!n 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
ode i cludin t o Hi h Vel ci u 'c e o e.-
ESCRIPTION: Clip ed Extruded Aluminu T be ull'on w/an w o to 1 ei fo ce �sheets
PRO DO :Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions" l
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
j Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
i 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 aftef the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA No.17-1212.24 and consists of this page 1 and evidence pages E-1,
E-2,E-3 and E-4,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
i
NOA No.18-0529.03
MLAMI•DADE COUNTY Ig 1 t Expiration Date: May 30,2023
Approval Date: June 14,2018
Page 1
i
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 02-0501.05 and 95-121Z09)
2. Drawing No. LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10
j 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-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 .
NOA No.18-0ine
Expiration Date: May 30,2023
Approval Date: June 14,2018
1;-1
i
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Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (coNrnvuED)
6. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-1376,
dated 01/31/96, signed and sealed by Gilbert Diamond,P.E.
(Submitted under NOA No. 95-1212.09)
7. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
along with marked-up drawings and installation diagram of two aluminum horizontal
sliding windows mulled at top with a 90"span mullion and a 45"high fixed window
on top,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-1383,
dated 02/13/96,signed and sealed by Gilbert Diamond,P.E.
(Submitted under NOA No. 95-1212.09)
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. 12-0127.07J
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)
i
Manuel P ,P.E.
Product Control xa 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 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.
I
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.
I
2. NEW EVIDENCE SUBMITTED
A: DRAWINGS
1. Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10
i 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.
i
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. IIETI-18-6037,dated 05/04/18, signed and sealed by
Rafael E.Droz-Seda,P.E.
!
i
I
Manuel Pere
Product Control E mine.
NOA No.18- 9.
Expiration Date: May 30,2023
Approval Date: June 14,2018
E-3
I
I
i
Lawson Industries,Inc.
1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
i
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 61h
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
I 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 Perez,, .
Product Control Ex i r
NOA No. 18V,2023
03
i
Expiration Date: May
1 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
ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS.
o
GLAZING HORIZONTAL MULLION o e
PRODUCT F RECTANGULAR ALUMINUM TUBE MULLIONS y
ANCHOR/CLIP HORIZONTAL MULLION N GLAZING USING MULLION PROPERTIES ONLY
3 PRODUCT
G
m ul Z F+ W o
O ENERAL NOTES:
( N 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE �`.n ¢ z s
REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-5th Edition&2017-6th =y ca
a q
+ N Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). _ Z o z a
VERTICAL VERTICAL 11 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE O
0 z
MULLION MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E:WIND LOAD, WATER a ^� V o0
3: INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. a z
II 3. MULLIONS ARE APPROVED FOR IMPACT.AND NON-IMPACT APPLICATIONS,
O z = N INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED.
GLAZING GLAZING GLAZING ¢ GLAZING 3 W rri S
PRODUCT PRODUCT PRODUCT j,ai, PRODUCT 4.WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER z
3 LOADS TO THE STRUCTURE. N r 6
F- 5.ANCHORS SHALL BE AS LISTED,SPACED AS.SHOWN ON DETAILS,ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. �a V z
ANCHOR/CLI 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
• ARE NOT PART OF THIS APPROVAL.
7.A LOAD DURATION INCREASE W ALLOWABLE STRESS IS USED IN pESIGN OF T _ (�
WOOD ANCHORS ONLY. fl�A�T U) a d
B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS,
Wl W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET �' j
MULLION SPAN
MULLION SPAN THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4. (� a 6
WIDTH (W) = Wl + W2 + W3 MULLION & CLIP NOTES: �{Q
2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET z
' 2 OF 10 FOR DETAILS AND NOTES. g
ANCHOR/CLIP 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.
- • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS °
`• GLAZING _
VERTICAL PRODUCT 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS y I
MULLION 6, 7, 8, & 9 OF 10 FOR .DETAILS AND NOTES.
� '`
+ • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS m 6
GLAZING GLAZING za a o
PRODUCT PRODUCT Dtan GLAZING GLAZING II ' ; o o
PRODUCT PRODUCT o z N =� 74
E
c
�a 3 3 :zuuo o
VERTICAL In
ANCHOR/CLI MULLION m u c w
ANCHOR/CLIP o
3
m. •............;yi
W1 W2 ;' `���' to_IL %
w WI MULLION SPAN W2 v??GOP c P1 j6
PRODUCT REVISED M �• I
W 1 + W2 W 1 + W2 az 0.
con pll wish the Florida C `a
WIDTH (W) •= 2 WIDTH (W) = 2 ncceptanaerlolB•D�j q, '
Ezn'tatiw Date r o • .,. I
TYPICAL MULLION ARRANGEMENTS
I
- - Mi Dede product ��t1111111 1�,, per.,
• O
1s9D L .
.lzs
C
A62� 1500 -
062 0
.I56 TYP.
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0
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31000 1.500 M a'0 h o
I.a05 aA00 4.000 1.732 c C c
062 ,125 N a tb G A,
-115 o¢ z
3.000 3.062 3.000 115
2 X 4 TYPICAL
7X MULLION CLIP z0oo z z.o6z 2200 Z y Tn
---as6° z y
1�
STD. TUBE WINDOW FRAME o o i oa z0
M ION
6063-T6 .1BBr IO2 I-1.000-I ' 102 �IA00-7 .156-rI A70 a a 1
l F--1.062� I.168 F�L062� LIBB F-1.062 Z 7
NOTCH •L' 6A00 2 X 6
OPTIONAL 1 X 4 t X 3 1 X 3 i X 2 1 X 2 []
STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION V m
M ION 6063-T6 6063-TS 6063-T6 6063-T6 6063-T6 'e E- m
Ixx: 2.070 in Ixx: 1.000 ina, Ixx: 0.950 ina, Ixx: 0.370 iri Ixx: 0.330 ina, F = N
a Sxx: 1.035 ins Sxx: 0.667 ins Sxx: 0.633 ins Sxx: 0.370 ins Sxx: 0.330 ins xi v O
(FLANGE FRAME) (FIN FRAME) -(FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) ~ u y
Z U
I ZD
STANDARD UBULAR SHAPES l--2.000----1zj
TIP.WALL T_.125'ALL 1 I r, � awl s� odda
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�I ALLOY a 6063-T6 .325 A-1 lance M( C A
i Exp' won Dale ¢ I
.750 I � TYPICAL ,
GLAZING PRODUCT L-IA00'•{ B „jj
.124 I I .1ZSMiam N < 4
�8A00--y
�° I I.000
2-0OD .125 225D �-�.�. r .125 a I
4.000 z
I 6.000 3.000Ll p
I .125 C
2.000
4.500
4A00
1X MULLION CLIP 2-000 3.000 aAoO L g q$e
6053-T6 1 X 4 1 X 3 1 X 2 « u o a a$-So
MULLIONS CONTAINING STO. TUBE MULLION STD. TUBE MULLION STD. TUBE MULLION r w w n y
TYPICAL GLAZING PRODUCTS 2 X 6 6063-T6 6063-T6 6063-Tfi 4 m m
NOTCH
OPTIONAL HORIZONTAL OR VERTICALL 2 % 4 Ixx: 2.070 in� Ixx: 0.950 in4 Ixz: 0.330 in.
Sxx: 1.035 ins Sxx: 0.633 ins Sxx: 0.330 ins o o
STD. TUBE MULLION STD. TUBE MULLION °i a° s s o < `�
o a SEE WINDOW OR DOOR APPROVAL FOR C m
6063-T6 6063-T6
FASTENERS SIZES AND SPACING a a u Z Z m
c Ixx: 8.280 in. Ixx: 2.980 in. > $
Sxx: 2.760 ins Sxx: 1.490 in Z y
2 I I V U O m m
JMIN.
CLIP LENGTHRECTANGULAR ALUMINUM TUBE MULLIONSUSING MULLION PROPERTIES ONLY
'< MULL ••L" INSTRUCTIONS:usE cHARTs AND GRAPHS As FDLLows. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ��� addod1 X 2 1.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADS m esoj ,,•••••• �il� 'STEP 1 DETERUINE DESIGN LOAD REpU1RED FOR PARTICULAR OPENING. m�� Q 1 X 3 2.688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. q �}STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LMD z1h: 11 A"y1+
1 X 4 3.688' REQUIREMENTS. h� •p N O ST P USE CONNECTION TO MULLION AS PER PRODUCT NOT '�. .2 X 4 3.688' APPROVAL. --� "'1x wy w ;Z.122 X 6 5.688' .STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEETO•
USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE.2-000 . ALL CLIPS ANDANGLES ARE TO FIT ST P WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFILU NUG INTO TUBE MULLIONS. IN STEP I ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR2, WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES•ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY.IINTO TUBE MULLIONS, SEE OPTIONAL � ON SHEET 9,SELECT ANCHOR TYPE PATH"DESIGN RATING 3. REFER-TO SHEET'1 OF 10 FOR TYPICAL MULLIONF� ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS, O
TUBE MULLIONS TIIRP N11 B I QNS TUBE MULLIONS m
m
Width w MULL SP151.3
1X3 1X4 2X4 2X6 Width w 1X2 1X3 1X4 2X4 2X6 Width w MULL SPAN 1X2 1X3 1X4 2X4 2X6 z
18 125.0 125.0 125.0 125.0 18 28.3 81.5 125.0 125.0 125.0 18 19.3 421 60.5 125.0
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 m O a s
30 125.0 125.0 125.0 125.0 17.0 48.9 125.0 125.0 30 25.2 36.3 ttk1.9 n h z
36 125.0 125.0 125.0 125.0 36 40.7 88.8 127.8 125.0 36 21.0 30.3 84.1 n N o
42 125.0 125.0 125.0 125.0 - 34.9 109.5 125.0 42 - 18.0 25.9 721 N c o c o
48 38-318" 125.0 125 0 125.0 125.0 46 74114" 30.6 66.6 95.8 125.0 48 120" 15.8 227 63.1 c N 2 a
S4 137.6 125.0 125.0 125.0 64 27.2 59.2 85.2 125.0 54 20.2 56.1 4 v 4 ai s
60 123.9 125.0 125.0 125.0 60 24.4 53.3 76.7 144.2 60 - 18.2 50.5 Z En � N
66 112.6 125.0 125.0 125.0 66 22.2 48.4_ 69.7 131.1 66 16.5 45.9 Z c Z =
72 103.2 125.0 125.0 125.0 72 20.4 44.4 63.9 1202 72 15.1 42.17g 95.3 125.0 125.0 125.0 78 - 18.8 41.0 59.0 110.9 78 38.8 m a 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 m
24 67.0 125.0 125.0 125.0 125.0 24 42.2 92-0 1324 125.0 24 23.7 34.1 94.8 2 m 1
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 Y oa a
36 44.6 118.6 125.0 125.0 125.0 36 28.1 61.3 88.3' 125.0 36 1518 22.7 63.2 ,a
42 38.3 101.7 125.0 125.0 125.0 42 24.1 52.6 75.7 125.0 42 - 19.5 54.2 rn
48 60-Sir 33.5 89.0 145.4 125.0 125.0 48 64" 21.1 46.0 66.2 140.8 48 132" - 17.1 47.4 F o
64 29.8 79.1 129.2 125.0 125.0 54 - 18.8 40.9. 58.8 125.2 54 152 421 M e Z z
60 26.8 71.2 116.3. 125.0 125.0 60 16.9 36.8 ' 53.0 112.7 60 37.9 �y o
66 24.4 64.7 105.7 125.0 125,0 66 15.3 33.4 48.1 102.4 66 34.5
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 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 a a j
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 F E 33�
30 37.5 108.1 125.0 125.0 125.0 30 22.6 49.3 71.0 125.0 30 - '21.0 58.4 Y
36 31.3 90A 125.0 125.0 125,0 36 18.8 41.1 59'1 143.8 36 17.5 48.7 �j� z ao
42 26.8 772 131.1 125.0 125.0 42 16.2 35.2 50.7 123.2 42 15.0 41.7 Z
48 57, 23.5 67.5 114.7 125.0 125.0 48 96" - 30.8 44.3 107.8' 48 144" - - - 36.5 j
64 20.9 60.0 101.9 146.8 125,0 54 - 27.4 39.4 95.8 64 32.5 r z
60 18.8 54.0 91.7 132.1 125.0 60 24.6 35.5 . 86.3 60 29.2.
66 17.1 49.1 83.4 12.0.1 125,0 66 22A 32.3 ' 78.4 66 26.6 -
72 15.6 45.0 76.6 110.1 125.0 72 20.5 29.6 71.9 72 24.3 $ $ aG
78 - 41.6 70.6 101.6 1950, 78 19.0 27.3 66.3 78 22.5 3�
1B 46.3 133.4 125.0 125.0 125.0 18 26.5 57.7 83.1 125.0 18 31.0 86.1
24 34.8 100.0 125.0 125.0 125,0 24 19.9 A3.3 02.3 125.0 24 23.3 64.6 " r• u W n$ $
30 27.8 80.0 125.0 125.0 125.0 30 15.9 34.6 A9.8 136.3 30 18.6 51.7 o „ -
36 232 66.7 125.2 125.0 125,0 36 - 28.8 41.5 113.6 36 15.5 43.1 M u m
42 19.9 57.2 107.3 125.0 125.0 42 24.7 35.6 97.4 142 MX
48 63" 17.4 50.0 1 93.9 135.1 125.0 48 108" 21.6 31A 85.2 48 ISO" 32.3 e a s s m
84 15.4 44.5 83.4 120.1 125.0 64 19.2 27.7 75.7 64 28.7
60 40.0 75.1 108.1 125.0 60 17.3 24.9 68.1 60 25.8
66 36.4 68.3 98.3 .125.0 66 15.7 227 620 66 - 23.5 x9'
72 33.3 62.6 90.1 125,0 72 20.6 56.8 72 21.5 gRR m c W
78 - 30.6 57.8 63.2 125.0 78 192 524 78
e
HORIZONTAL MULLION 0llllll111118s, '
GlAZ4NG _ TYPICAL MULLION ARRANGEMENTS m wog,..#•��:�3Nf�!�4
VERTICAL PRODUCT 3 ��'� ••a��i
MULLION ARCHES TO BE INSCRIBED c Zm�O;(�Ip LL-AK4
Z INSIDE TO
SHAPE o a.,�,; C4 I.`F� '
o Z NOTE: ,y.�` to t
GLAZING GLAZING ¢ "'"��fl! M Q; 1
PRODUCT PRODUCT �a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODucrxBvlssD
7 to N with the Florida o s,:V j&
3 VERTICALLY OR HORIZONTALLY. �e�+an^B ay W(�:�
CUBING GLAZING Buddln3 Code om !
PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) AaePa�cetb�8• fir, Sao I
'en Date Lll�r1�35 oa ice, ,��
.. _ W t + W2 - - - BY Ptoduel of - n' ••k •P 1111�� �I _ I
W1 WIDTH W`W2 I MULLION $PAN =
2 Mf a
C] �
i
i
1.690 -cL- .125 I
312
.062J •688 1A00
1500 114 rn
.156 TYP. rITYPICAL
•125 A 62 •688 O F.125 C4.DDO .1S1.732 ~G M z4.000 3.000 000 3.062 m2 X 4 4J1003,625 3,000 2.688 STD. TUB
WINDOW FRAME z r U) 17
V- 4.500
J Z p z z
2X MULLION CLIP .tear .156-T-- oo-� 00 m a -3 1.3
o
6063-T6 2 X 6 102 '+III 302 II''' 1 X 3 I.18B a a
NOTCH 'L'� 6.060 STD. TUBE 11X64 1 X 4 �t.o62-7 STD. TUBE MULLION 1 X 3 Z C) �
�'1.•, OPTIONAL LA I N STD. TUBE MULLION 1 X 3 ��-T6 CUSTOM MULLION W 3
CUSTOM�JM 6LLION 6063-T6. CUSTOM M I 6063-T6 V a
a a Gam 4 Ixx: 2.168 in Ixx: 2.218 in Ixx: 4.709 in. Izx: 4.7D9 in. I . 2.168 in.
J 3 J Sxx: 1.445 in3 Sxx: 1.479 irJ
Sxx: 2.355 in. Sxx: 2.355 in. SXx: 1.445 in. v v
c o o V---�•2.000--i (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) ®I"I ra g
4i STANDARD lU8UW2 SHAPES rn 6
TYP.WALL .125"ALL I'�-2.�0~ rr (Q O "3 O
ALLOY- 6063-T6 r15
I f a d U
.750. I' TYPICAL LI
GLAZING PRODUCT (r j a
I: 0
2.000 . 2.250
4.0006.0DO 4.000 .1254.500 z1X MULLION CLIP 3.000 4.000 1625 „6063-TG MULLIONS CONTAININ'L• CTYPICAL GLAZING PR UCTS
NOTCH
OPTIONAL HORIZONTAL 0 ERTICAL m « "
PRODULi REVISED « m
ore to plyo4 With the Florida
o SEE WINDOW OR OR APPROVAL FOR 2 X 6 2 X 4 3Milding Code a s s m
FASTENE SIZES AND SPACING Acc491 �fa Q•� m m
a o STD. TUBE MULLION STD. TUBE MULLION EnoiitAti0n174tc
6063-T6 6063-T6 z0 •-' ' mm
Ixx:19.648 in. Ixx: 7.649 in Y Ade a
CLIP LENGTH Sxx: 6.549 ir� Sxx: 3.825 ire
L' /L' RECTANGULAR ALUMINUM TUBE MULL S a
r INSTRUCTIONS: USING MULLION PROPERTIES ONLY
MULL "L" �t;µuuryrpF
1 x 2 1.688' USE CHARTS AND GRAPHS As FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT m e°°'0�.• A��,�4�
STEP 1 GEfERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. maa
1 % 3 2.668' 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. Q� •�� in LL
NOTCH 1 X 4 3.688, REQUIREMENTS• p y N O CO.. �-�
T- OPnONAL STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT yam•'¢ rY;a
1 2 X 4 3.688' -�-APPROVAL. NOTES: F �.tli vl y
.125 MIN. 2 X 6 5.698' STEP 44 SPECIFY MUIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET sQu•` �.r 0
2.000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE.
I 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5WRH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
L 2. MULLIONS MAY BE ORIENTED VERTICALLY OR
SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. o t •'t-'C I
ANGLE CLIP HORIZONTALLY.
IN WHERE ANGLES ARE NOT. FIT SNUG USING ANCHOR-TYPES ON SHEEP 6 THRU 9 AND ANCHOR CHARTS a ('
I 6o63-rfi INTO TUBE MULLIONS, SEE OPTIONAL ST P 6 ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION tart, W�
ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE ARRANGEMENTS OR STACK CONFIGURATIONS. a
A
1
.l
STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS
rn
Width w MULL SPAN 1X3 1X4 2X4 2X6 Width w MULL SPAN 1X3 I 1X4 2X4 2X6 Width w MULL SPAN 1X3 1X4 2X4 2X6 C o ¢
18 125.0 125.0 126.0 125.0 18 125.0 125.0 125.0 125.0 18 44.0 95.7 .125.0 125.0 c 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 c
30 125.0 125,0 IA95A 125.0 30 111.6 125.0 125.0 125.0 30 26.4 57.4 93.2 125.0 D h j
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 M z g
q2 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 ao M o C3 o
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 5113 149.7 ie 2
54 5.0 125.0 125.0 125.0 64 62.0 134.6 125.0 125.0 64 - 31,9 51.8 133.1
60 1 125.0 125,0 125.D 60 55.8 1212 125.0 125.0 60 28.7 46.6 119 i r a c!] a h I
66 125.0 25.0 125.0 125.0 66 50,7 110.1 125.0 125.0 66 26,1 42.4 8.9 Z0 z
72 125.0 1 125.0 125.0 �72 46.5 101.0 125.0 125.0 72 23.9 38.9 99.8 0 W= 2 cJ
78 125 0 125.0 125.0 125.0 76 429 93.2 125.0 125.0 78 22.1 3. 92.1 m�a g a m o
1g 125.0 125.0 0 125.0 16 128.4 125.0 125.0 125.0 18 33,1 71.9 116.8 125.0 j N
24 125.0 125.0 125.0 *121.
24 96.3 125.0 125.D 125.0 24 24,8 53. 87.6 125.0 ` a
30 125.0 125.0 125.0 30 77.1 125.0 125.0 125.0 30 19.9 .1 70.1 125.0
36 125.0 125.0 125.0 36 64.2 139.5 125.0 125.0 36' 16.5 35.9 58.4 125.0 .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 F
qg 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 F � w
64 125.0 125.0 125.0 125.0 54 42.8 93.0 125.0 125.0. 64 24.0 38.9 100.0 H Q Z
60 125.0 125.0 125.D 125.0. 60 38.5 83.7 135.9 125,0 60 21.6 35.0 90.0 �y z
66 147J 125.0 125.0 125.D ss 35.0 76.1 .123.E 125.0.. 66' - i9.6 31.8 81.8 a g
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 59.2 l6 1 H rn
18 125.0 125.0 125.0 125.0 18 86. 125.0. M.0 125.0 8 25.5 55.4 89.9 125.0 m
24 125.0 125.0 125.0 125.0 24 64.5 40.1 125,0 125.0 24 19.1 41.5' 67.5 125.0 (y F k
30 125.0 125.0 125.0 125.0 30 51.6 11 . 125.0 125.V 30 15.3 33.2 54.0 138.6
36 125,D 125.0 125.0 125,0 36 43.0 93.4 125.0 .0' 36 27.7 45.0 115.5j a
42 125.0 125.0 125.0 125.0 42 36.9 86.1 1 125,0 42 23.7 38.5 99.0 `y Q z a
48 57" 125.0 125.0 125.0 125.0 48 96" 32.3 70.1 11 125.G" 48 144" 20.8 33.7 86.6
54 137.0 125.0 125.0 125.0 54 28.7 62.3• 01.2 Q i 54` 18.5 30.0 77.0 Z a
so 123 3 125.0 125.0 1250 60 25.6 56,1 91.1 125 0 60 16.6 27.0 69.3 F
66 112.4 125.0 125.0 125.0 66 23.5 ,0 82.8 125.0 66 15.1 24.5 63.0
72 1O28 125,0 125.0 125.0 72 21.5 46.7' . 75.9 125.0 - 225 .57.8 o H
78 94.8 125.0 125.0 125.0 1 78 1W 43.1 70.0 125,0 78 - 20.6 53,3
18 125.0 125.0 125.0 125.0 16 .4 131.2 125.0 125.0 18 226 49.0 79.6 125.0 =
24 125.0 125.0 125.0 125.0 24 45.3 98.4 125.0 125.0 24 16.9 35.7 59.7 125.0 " W
30 125.0 125.0 125.0 125.0 30 36.3 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 39.6 1022
42 F1305 125,0 125.0 125.0 42 25.9 56.2 91.4 125.0 42 21.0 34.1 87.6 a N
48 63" 125.0 125.0 125.0 48 108" 22.7 49.2 79.9 125.0 48 1501, .4 29.8 76.664 125.0 125.0 125.0 20.1 437 71,1 125.0 54 16. 265 681 fi 60 125.0 125.0 125.0 60 18.1 39.4 64.0 125.0 60 9 63 Viz°66 125.0 125.0 125. 66 16.5 35.8 58.1 147.0 66 - 2. 55.7 a', , g $ m
72 76.1 142.4 125.0 0 72 15.1 32.8 53.3 134.8 72 19.9 51,1 53�< m ci o
.78 70.2 131.4 125.0 125.0 78 - 30.3 49.2 124.4 78 18.4 4. q W 1
NORIZONTAI MUUJON /�
s%'clazlNc til TYPICAL MULLION ARRANGEMENTS a •`9;•,"• 4
VERTICAL PRODUCT 3 - ..�0 •.•/a'l�i
MULLION ARCHES TO BE INSCRIBED pZ,q Qom•
Z IN51DE RECTANGULAR SHAPE LpO ft.�in
CC4 O c a's
m N
GLAZING G LNG ¢ NOT yF N Q:d
PRODUCT Go � N MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCTREVISFD
VERTICALLY OR HORIZONTALLY. as complying with the Florida
GLAZ C GLAZING
PRODUCT PRODUCT INTERPOLATION BETWEEN WIDTHS ALLOWED co
Building Code !8, O smX. „
tiou Dace ���� •,• • ,,,1� '
WIDTH (W) wt + W2
W1 W2 I 2 _ BY o, /�I/J/ftD!•••, 1�,,
MULLION SPAN o� d
C]
MIN. EDGE DIST.
5/16'TAPCONS 5/16'TAPCONS h
1 1/4" MIN. 1-1/2'MIN.WOOD PENETRATION 1-1/2'YIN.WOOD PENETRATION 2-3/16" CONCRETE OR
_ EDGE DIST. 2 PER CUP(1 ON EACH WING) I PER AN 4" OLLOW BL CK 5/16"TAPCONS 5/16'TAPCONS O% N a
1-3/4'YIN.EMBED INTO MASONRY 1-3/4'YIN.EMBED INTO MASONRY
3/4" 4 PER CUP(2 ON EALH W NG) 2 PER ANGLE o C F
MIN. '^m y 0
(V a a M CO y Z
Z\
4
O M O
II 11
II II 11 II II II II 11 ?J Z C z a
IL_JI I I II 2 7 16" II II 11 II o 0 Z O
_________ I.-'.1 I I 11 2 x 2 X 1/8' II 11 I I I I In W=
f l 1x FLOATING CUP I I 11 ALUM ANGLE x MIN. II II 11 11 a0`i a g ..]
N 1 1 2 BY I I u u I �. IL_;I II 11 a s
I 1 I 1 1 I lf' J II II 2 x z x 1/9'
\ 1 1 WOOD BUCK 1 I 1 I • 1 _____________ 1 WOOD BUCK 1 ; 1X FLOATING CUP I1.11 U ALUM ANGLE `�
I I 1 1 I 1 04 Z '$"'' C
I 1 1 1 z iC
i I I I I I a pq
3/4" MIN. >,
EDGE DIST. a 6
5/16'TAPcoNs ANCHORS TYPE 'D' (INTO BLOCK) U F
1-1/2'MIN.WOOD PENETRATION ANCHORS TYPE 'G' (INTO CONCRETE) ®z a z z
1 PER AN o
4 ANCHORS THRU bX BUCK Ed_ ALL CLIPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK `� °•
INTO TUBE MULLIONS.
1"x4" & 2"x4" MULL
1 \z 1 I TAPCONS MAY BE HEX OR FLAT HEAD. W C C a I
MIN. EDGE DIST, f+ cFi a E
1 1 n u 2-3/16 CONCRETE OR Ul a
4" HOLLOW BLO K 5/16'TAPCONS 5/16'TAPCONS Z
1-3/4'MIN.EMBED 11 r7N.G)�
R Z G '
I I 11 1-3/4'MIN.EMBED INTO MASONRY C
1 1 2 01' I 2 X 2%1/8' 2 PER CUP(1 ON i PER ANGLE �Q
----------1 WOOD BUCK jllUl' 1' ALUM ANGLE �Z .ALL CLIPS AND ANGLES TO FIT SNUGALTERNATE INTO TUBE MULLIONS.ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. 1 I I•a $ H $ r+a
ANCHORS TYPE 'A'
2 ANCHORS INTO WOOD I1 II
IBM IL_JI
( 1 i i i i z x z x 1/ p °
5/16'TAPCONS CONScV i I WOOD BUCK i i 1X FLOATING CUP V LI ALUM ANGLE �' e ` tv
/ / 1-1/2'MIN.WOOD 1PENTETRATION
1 1 4" MIN. 1-i 2'MIN.WOOD PENETRATION \
E GE DI 4 PER CUP(2 ON EACH WING) 2 PER ANGLE I 1 I
1 �o w 1
\Z N z ANCHORS TYPE 'C' (INTO BLOCK)
�z ANCHORS TYPE 'F' (INTO CONCRETE)2 ANCHORS
¢ W
j1. 11 tI 11 10 INTO CONCRETER ORI BLOCKK
11 II I I I I W,O: •• l7`�J
X 1 1/4" MI ji ij
n n op :�
Q IL__JI II II 1 1 Y4 Ul rN I
2 x 2 X 1 8" a... 1
FLOATING CLIP I I I I ALUM ANGLE In
1 1 In ••�
11 2 BY I I u u 1 1 •, T' :,�
\ i i WOOD BUCK i I i i 1 1 PRODUCTREVISED U
1 I -- plyYg I 1 I 1 _____---1 :t1 Nm 1YiM1111C F7vIida
I 1 1 1 13uiiding Code ,p•' 3 6
ANCTERTEHORS TYPE 'B' ,,o�°''
4 ANCHORS INTO WOOD ANCHORALOCAT�ON N1lmti PF uc1 FYFe:`;1 e c
- 1
5/16"TAPCONS
MIN. EDGE DIST. 1-314'MIN.EMBED INTO MASONRY MIN. EDGE DIST• y ••
2 PER CUP(1 ON EACH WING) 5/I6"TAPCONS 2-3/ E OR _ 5/16'TAPCONS 5/16•TAPCONS 0
2-3 OR 1-3/4"MIN.EMBED INTO MASONRY 4" OLLOW BL CK 1-3/4 MIN•EMBED INTO MASONRY 1-3/4-MIN.EMBED INTO MASONRY
IN O Q W
4 HOLLOW BLO K 3 1 4" 1 PER ANGLE 4 PER CLIP(2 ON EACH YANG) 2 PER ANGLE ro F
M .
1 --------- i 'I1I 11 1I I1I •I 'I I I I I 1 _ MIN4"f. •1 M 'I I111 1f1 UI11l11 11 1I 1II II1 , oO]WJ'nO=pmOZ-
3pQhQ
"r7
IL"J CONCRET II II CONCRETE 11
CONCRETE OR CEMENT BLOCK 2 X 2 X 1/6" 1 -- -__ CEMENT BLOCK 11 I1 2 X I/B' D3'Fr^QJoO1
aII 11 ALUM ANGLE 11 II ALUM AN
CEMENT BLOCK O 11 1 GLE O"•p"'N FLOATING CUP IS LI N I 1 1 LI Lf O
2 7 16 I FLOATING CLIP
1 1LAj
f 1 I MIN. I 1 1 1 1 V CA F
E- B
.. MULL 3 1 4" V It ::I' ... MIN. MULL
z
W
ANCHORS TYPE 'C' (INTO BLOCK] ANCHORS TYPE 'D' (INTO BLOCK) x a E-
ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETE) " a °;
2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1`
1 1 1"x4" & 2"x4" MULL N 0
t----------y
I I ALTERNATE MULL '
I I ANCHOR LOCATION 6
NULL
1 1 I 1 I I F, q
1 1 1 1 I I 1 I 8
1 -------- 1 I 1 X I I I , "
d -+ �' I i I I FLOATING CUP
t fr
\ CEMENT CONCRETE OR hJ
BLOCK
. I "I . I • O N
5/16"TAPCONS Z y I
1-3/4'MIN.EMBED • 1 ' h� , •.1.•. • s H
INTO MASONRY yy u `> c
2 PER CUP tl i E .E I!
(I ON EACH YANG) 5/16'TAPCONS Z' E cE o
1 1 I 1 112 SM5 1-3/4'MIN.EMBEO INTO MASONRY
I I 1 I 2 PER ANGLE 4 PER CUP(2 ON EACH WING) b i
c 1
41 b.9 s-f
If m P ...........•,�,�Ly JJ
I I I I I I I I vl (4 h M b
ALL CUPS AND ANGLES TO FIT SNUG �p3 O O
I I II 11 I1 INTO TUBE MULLIONS. _Ma I
TAPCONS MAY BE HEX OR FLAT HEAD.
_ ,:ODUCT'REVISED
complykq with tho Florida n qti.
• aNS1-3/1"
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTEDWITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT ORWATER-WHITE METHACRYIATE LACQUER. NY IN.EMBED BbLytwl t O
INTO MASONRY- I PER ANGLE
MIN. EDGE DIST. MIN. EDGE DIST.
2tHOLL�O�W
3/16" CONCRETE OR 2-3/16" CONCRETE OR
_. BLO K 3-3/4" 5/16'TAPCONS 4" HOLLOW BLO K 3-3/4" 5/16'TAPCONS Ell '
1-3/4'MIN.EMBED INTO MASONRY MIN. 1-3/4'MIN. EMBED INTO MASONRY yypp
MIN. 4 PER CLIP(2 ON EACH WING) 4 PER CUP(2 ON EACH WING) F p
z o
CLIP LENGTH
MULL "L" of o Q z o
x j 1 2 X 4 3.688' 3" y ❑ '
❑ 2
P 2 X 6 5.688' _ =Jo o z zy
N 1 1 a
Q (= 1 N W= Z p
\ t 1 2X6 MULL 5/16-TAPCONS N ! WDDD
p 1} 1-3/4'MIN.EMBED INTO MASONRY \ It 2X6 M 5/16"TAPCONS �
A 1 4 PER CUP(2 ON•EACH WING) .l 1 1-}4 MIN.EMBED INTO MASONRY t
_________r__--___ __ 1 1 3/4" 1 11 4 PER CUP(2 ON EACH WING)
I .7
E-
MIN. f----------------------------- 1 3/4" Q s I
MIN. E"' � E I
()
3/4"
V z
z
Q.
CLIP LENGTH 2%6 MULL
2X6 NULL w 0.
N
------ MULL i
z a 2 X 4 3 B' G^----------- cFi a E
i - 2 X 6 5:688' 2 j V z
O - ►-aq z F
3-3/4" N N N n ilp
MIN. m voice
ANCHORS TYPE 'E' (INTO BLOCK) W a a
5 11/16" ALL CLIPS AND ANGLES T0. FlT SNUG H W
INTO TUBE MULLIONS. AN RS TYPE 'H' INTO CONCRETE wood Buck t - -
ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. a
4 ANCHORS THRU IX BUCK
TO CONCRETE OR BLOCK p N o0
ANCHORS TYPE 'H' (INTO CONCRETES CLI OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 6' MULL SHOWN a o s m ra'1
ANCHORS INTO CONCRETE or BLOCK H ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR u = z z m
2'X6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. o 0 0
�z n E E
ye 8 u
41
vino ,yW b 4K
..cc;dCc•
z�
PRODUCT REVISED C .
es complying wild the Florida o 44`
building Code .��- I
Acxpvnw No 18+ 0 513' o •�[ I
E<lrimtio D..te _ �� E-rc +iaP- " •+??."•.e I
h1i P[oduct Co a
O
MIN. EDGE GIST. s/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 WINO) MIN.
I��I C
MULL "L"
°a d, 1 X 2 1.618' G o c
.. }: 1 X 3 2.688• "M1i m Z o_
I X 4 3.688'
2X4 3.688• ��� @ z 154
2 X 6 5.688• go y
M 2 MIN.16" 2.4 o.2,6 Mull i i i i 1. ALL CLIPS AND ANGLES ARE TO FIT Z z' p Z ¢ n
i i i i 2 x 2 x t/4• SNUG INTO TUBE MULLIONS. c o Z Z
LJ LJ ALUM ANGLE 2. WHERE ANGLES ARE NOT FIT SNUG m a Z .] o
I 1 I I INTO TUBE MULLIONS, SEE OPTIONAL a s
ANCHOR DETAIL AT SHEET 9 OF 10. j o
ti
I
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED B�14 o
2/CHANNEL
TUBE MULLION V ,J E.,
WITH ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR ¢ E-' � F
WATER-WHITE METHACRYLATE LACOUER D €
------- -------- U V .5 2 $
H j z
MIN. EDGE DIST. ------ ---=---- ® v
2-3/16" CONCRETE OR T / y
4" HOLLOW BLO K 012 F.H.S.M.S.
. 2/ AN I I a
1/8•THICK ALUM CHANNEL I
LENGTH TO FIT SNUG
a INTO MULUON TUBE MULLION V a B
TUBES MAY BE NOTCHED
AS SHOWN TO ALLOW INSTALLATION 2 Z g
OF CUP ANGLE € 1
LOCATION OF SCREWS CONNECTING
• CAULK JOINT AFTER ASSEMBLY ^ .4N ¢
ANGLES TO TUBES WHERE ANGLES c+ y
ARE NOT FIT SNUG INTO TUBE #14 FH SMs
I 1 I I 2 PER CLIP 3
MULLIONS. i i - 0 _ i i ACCESS HOLE t-1/2.O.C.MAIN, $
b
a �
0
I N N n
m e u o ra
5/16•TAPCONS 1 3 I w o
/14 SMS
1-3/4-MIN.EMBED WTO MASONRY 4 PER ANGLE i I d w w N 3 o w l 2 PER ANGLE i I ______ _____ ______ _____ t 8
i I i t y m y
2x2x t/e• I
TNIS SCREW CAN BE
ALUM ANGLE INSTALLED IN EITHER I I d12 FH SMS I 1 e
O DIRECTION I I 2 PER CUP 1 t o m m
I I 1'O.C.MIN. 2i m
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< 1-3/4"x 2-X 1/8•(FOR 28Y TUBE) a m ci c 6 lI
? 3/4'X 2•X 1/8•FOR(1BY TUBE) 6 I
h ALUM ANGLE TS✓i^
M%7 CUT TO FIT SNUG INSIDE TUBEca
ANCHORS TYPE '1'
METAL TO METAL CONNECTION
USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION rn ,-q..�,
PRODUCT RE'
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az E `-. y `/•" I 1
3-3/4" ALL CLIPS AND ANGLES TO FIT SNUG CoI,0,*B With the FIV&2 co,fittudmgCode t2�INTO TUBE MULLIONS. AcaloMIN. r-t!/'`,
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1 T3/4"IN. - OPTIONAL ANCHOR DETAIL - TAPCONS MAY BE HEX OR-FLAT HEAD. ExpoahoaDJto ��rlese:el"',",�k° FI
ANCHORS INTO CONCRETE OR CEMENT BLOCK BY ¢
Mien edo Product Co q
1
i
ANCHOR TYPES ANCHOR TYPES ANCHOR TYPES
Width MULLSPAN A B C D E F G H I T4874
A B C D E F O H I WI th MULL SPAN A. B C D E F O H 1 q
18 13.00 125.OD 12SO0 12500 12500 125.00 125.OD 125.00 125.OD90.72 .00 12500 175.00 12&00 12500 12500 125.00 18 56.13 11227 129.07 125.00 125.00 14427 12500 12&00 12&00 j
24 131.65 125DO 12500 125.00 12&00 12500 125.00 12500 125.0066.04 135.08 125.00 12500 125.00 12500 12500 12S00 12540 24 42.10 8420 96.80 145.80 125.00 10620 125.00 125.00 11570 o C 'I
30 1D5.32 12500 12500 125.00 125.00 125.00 125.00 125.00 125.0054.43 108.86 125.16 125.00 12500 125.00 125.00 149.59 30 33.68 67.36 77.44 116.48 125.00 86.56 130.24 125.00 9255 to C
36 87.77 125.OD 12500 1200 125.00 125.00 12500 125.OD 125.004536 90.72 104.30 2&00 12&00 11fi58 12500 12500 124.66 36 25.07 55.13 64.53 97.OT 129.00 7213 108.53 14420 77.13 n m y E-- o '
42 7523 125.00 12500 12500 125.00 725.00 12500 12500 125.0038.88 134.46 12i00 99.92 12500 12500 10fi85 42 24.08 48.11 55.31 8320 110.57 61.83 93D3 123.60 6611 z I
48 38318 65.82 131.65 125.00 12500 12500 125.00 12EOO 12&OD 12ra0034.02 6604 7OL22 117.65 12500 87.43 131.56 125.00 93.49 48 120 21.05 4710 48.40 7280 M75 54.10 81.40 108.15 57.6554 5851 117.02 134.53 12500 12500 125.00 125.00 12500 12&DO 30.24 60.48 69.53 104.58 138.99 77.72 116.94 12500 83.11 64 18.71• 37.42 43.02 64.71 8100 48.09 72.36 96.13 51.42 0¢ a
W 52.66 105.32 121.08 12500 12500 125.60 12SO0 1 1250D 144.72 60 27.22 54.43 6258 94.13 125.09 69.95 10524 139.93 74.80 60 16.84 33.68 38.72 5824 7740 4328 6&12 80..52 4628
66 4757 9&74 110.07 125.0D 12500 125.00 12500 125.00 131.50 66 24.74 49.48 5fi89 S&57 11872 6359 9&68 127.12 6800 66 15.31 30.62 3520 EZ95 70.36 39.35 5920 7865 4207
72 43.86 87.7/ 100.9D 12500 12500 12500 12500 12500 120.60 72 2268 45.36 5215 78A4 104.24 5629 8770 11653 6233 72 14.03 26.07 32Z/ 4653 64.50 3607 5427 7210 36.57 z o h
78 4051 81.01 9314 140.09 125.00 104.11 12SOO 12500 111.32 78 20.94 41.87 4814 7240 9fi22 5881 M96 107.56 57.54 78 12.95 2591 29.78 "S0 59.54 33.29 50.09 68.55 35.60 0 o z O p c
16 133.06 12500 12500 125.00 1ZS00 125.00 12500 12500 12500 18 80.19 12500 125.00 12500 11S110 12500 72500 12500 12500 18 51.03 10206 117.33 125.00 125.00 131.15 12500 12500 14024 m a J < o
24 99.79 125.00 12500 125.00 12500 125.00 125.00 12500 12500 24 60.14 12029 138D 12EOO 125.00 125.00 125.00 125.00 12500 24 3827 713-55 88.00 13235 125.001 98.36 1 14600 125.00 10518
30 79.83 125.00 12500 125.00 12500 12500 12SOD 12500 12SD0 30 48.11 9623 110.63 12500 125.00 1Zi66 125.00 125.00 13223 30 30.62 6124 70.40 105.89 i40.73 7869 118.40 12500 84.15 j a
36 68.53 13306 12500 12&00 125.00 125.00 12500 12500 12500 36 40.10 80.19 9219 138.67 125.00 10305 12500 125.00 110.19 36 25.52 51.03 58.67 8BL24 117.27 6S58 98.67 131.09 70.12 ` I
42 57.02 114.05 131.12 12S00 12500 146.56 12500 125.00 125-00 42 3437 68.73 79.02 118.85 12&00 86.33 13290 125.00 94.45 42 21.97 43,74 50.M 7564 100.52 5621 64.57 11236 60.10 W U
48 50 US 49.90 99.79 114.73 12500 125.00 12824 12500 12&00 137.13 48 84 3D.07 60.14 69.14 1D4.00 138.21 TT29 116.29125.00 8264 48 132 19.14 3827 44.00 6fi18 87.95 49,18 74.00 98.32 5259 m
64 44M 68.70 101.98 125.00 12500 113.99 12500 12&OD 121.89 54 26.73 53.48 61.46 9244 122.66 68.70 10337 137.33 7846 64 R17.01 34.02 39.11 5883 78.18 43.72 6578 87.39 46.7560 3992 79.B3 91.7E 13805 125.00 10259 125.00 12500 109.70 W 24.06 48.11 5&31 83.20 111157 61.83 9303 123.60 66.11 60 30.62 3520 M95 M36 39.35 5920 7865 4207 Uy66 3629 7258 8344 12550 12500 9326 14033 12500 9973 66 21.87 43.74 5D.29 7564 100.52 5fi21 84.57 11236 60.10 66 27.83 32.00 48,13 63.97 35.77 53.82 71.50 3825 7233� E653 76.48 t15.04 125.00 8549 178.83 72500 91.42 .72 20.05 40.10 4610 .69.33 9214 51.52 7752 103.00 SS70 72 2552 29.33 4412 5864 3279 4933 65.55 3SOG I..I j 2n'7fi 30.71 61.41 70.60 10fi19 141.13 7892 11874 12500 8439. 78 1B51 37.01 42$ 6d.00 8&05 4756 7t.66 9&08 50.8G TB 23.55 27.08 40.73 59.13 3027 4554 80.50 3236 ® m ,�" z
18 11818 12500 125.00 125.00 12SOO 12500 125.00 12500 12500 18 70.17 14033 125.00 12500 12500 12500.12&00 12500 12&00 18 93.56 107.56 125.OD 125.00 127.22 125-00 12500 128.56 Y in24 88.63 125.OD 12500 125.D0 12&00 125.00 12ROD 12S00 125.00 24 5263 10525 121.00 125.00 12500 135.25 125.00 125.00 144.63 24 70.17 80.67 121.33 125.00 90.17 13567 12500 96.42 I �l N c30 70.91 141.81 125.00 12SDO 125.OD 125.00 12500 12500 125.00 30 42.10 8420 9&80 14SW 125.00 10820 125.00 12SO0 115.70 30 55.13- 64.53 97.07 1D.00 7213 1G853 144.20 77.13 1�)W 03
36 59.09 118.18 135.86 12500 125.00 125.00 12500 12500 12SOO 36 35.08 70.17 80.67 121.33 12500 90.17 13557 125.00 9E42 36 23.39 46.78 53.78 80.89 107.50 60.11 90.44 120.17 84.28 N~N C
42 50.65 10129 116.45 12500 125.00 130.17 17500 125.00 139.19 42 30.07 60.14 69.14 1D4.00 138.21 7729 11629 125.00 8264 42 20.05 .40.10 46.10 69.33 SZ14 51.52 77.52 10300 5S70 1,
48 57 44.32 88.63 101.89 125.00 125DD 113.89 12500 12&00 121.79 48 96 25.31 52M 60.50 91.00 120.94 67.63 101.75 135.19 7231 .48 144 17.54 35.08 40.33 W.67 M63 4508 67.83 90.13 4821 Q z
64 39.39 7878 90.57 131323 125.00 10124 12500 125.00 10B28 !id 23.39 46.78 5178 80.89 107.50 60.11 9044 120.17 6428 54 15.59 31.19 35.85 5393 71.67 40.07 60.30 80.11 4285
60 35.45 70.91 81.52 12261 125.00 91.12 1137.09 12500 97.43- 60 21.05 4210 48.40 7280 96.75 54.10 81.40 10815 57.85 60 14.03 28.07 3227 48.53 64.50 36.07 5427 7210 38.57
66 32E- 64.46 74.11 111.46 148.13 8283 124.63 12500 8857 68 19.14 3827 44.00 6.18 97M 49A8 74DO 9832 2-59 66 1276 25.52 29.33 44.12 58.64 3279 49.33 6S55 3SC6 Q U
72 29.54 5409 6793 t0216 135.79 75.93 11425 12&00 Bt.19 72 17.54 35.08 4OL33 60.07 8OL63 4508 67.63 90.13 48.21 72 11.69 2339 26.89 40.44 53.75 30.06 45-22 60.08 3214 yy _a
78 27.27 64.54 6270 9IL32 12534 70.09 10546 14011 74.95 78 16.19. 32.38 37.23 '55.00- 74.42 41.62 .6262 8319 44.50 78 10.79 21.59 24.82 37.33 49.62 27.74 41.74 5546 29.57 N
18 106-% 125.00 125.OD 12500 12500 125.00 12500 12500 12SOO 11H 6237 124.74 143.41 125.00 12500 12500 125.00 12500 12500 18 4491 89.81 10325 125.00 125.00 115.41 173-65 12500 123.41 g
24 80.19 125.00 '12500 125.00 12500 12500 125.00 12500 125.00 24 46.78 93.56 107.56 125.OD 12500 12D22 125.00 125.00 128.56 24 33.68 67.36. 77.44 116.48 125.00 K56 13D24 125.OD 9255
30 64.15 128.3D 147.50 12500 125.OD 12100 1HID 2500 12500 30 37.42 74.84 8804 129.42 12500 9fi18 144.71 12500 10264 30 26.94 53.69 61.95 9318 123.64 6925 104.19 13843 74.05 N r
36 53.48 105.92 122.92 12S00 12500 137AO 12500 125.00 14692 36 31.19 MW 71.70 107.85 143.33 80.15 120119 12&00 8570 36 2245 44.91 51.63 77.65 10320 57.71 Sfi83 11536 61.71
42 45.82 91.65 105.30 12500 125.00 117.77 12500 12500 12S93 42 25.73 0.46 61.46 9244 IM66 68.70 IM37 137.33 73.46 42 1925 38.49 4425 66.56 8846 49.46 74.42 9888 5289 m i
4 0 �
48 63 40.10 80.19 9219 t38.67 12500 10805 12500 12500 110.19 48 108 ..23.39 46.78 5378 60.89 107.50 W.11 90.44 120.17 64.28 48 150 18.84 33.68 38.72 5824 77.40 4328 6512 6052 4828
•• 64 35.64 71.2E 81.95 12326 125.00 91.6D 137.82 12500 9795 64 2D.79 41M 47.80 71.90 9S56 53.43 80.40 106.81 57.14 64 14.97 29.94 34.42 51.77 6880 3B.47 57.88 7691 41.14
60 32DB 84.15 73.75 110.93 t47.d3 8244 12d.04 12&00 66.15 60 18.71 37.42 43.02 64.71 66.00 4809 7236 96.13 51.42 b'0 13.47 2894 3096 4fi59 61.92 34.62 5210 �22 37.02 o m m
66 29-16 5832 67.05 100.81 134.03 74.94 11776 14RM W.14 66 17.01 34.02 39.11 5883 78-18 43.72 65.78 87.39 4675 68 1225 24.49 28.16 4235 5fi29 31.48 4736 6292 3366 Y m m '6
72 25.73 5346 61.48 9244 12288 6870 103.37 137.33 73.46 72 15.59 31.19 35.85 5193 71.67 40.07 60.30 80.11 4285 72 11.23 22.45 25.8t 38.83 51.60 28.85 43.41 57.68 30.85 0 0
78 24.67 4935 56.73 SE33 11841 M41 95.41 12fi77 67.81 78 14.39 28.79 33.09 49.78 6615 3S99 5&66 7395 3958 78 10.36 20.73 23.83 3584 47.63 2663 40.07 53.24 2848 ` a° i a o N
C b y R.
ANCHOR/CUP TPRODUCTP.,�,O-DZI
�i E E J
L ORIZONTAL•MULLION a U u a
ANCHOR CLIP NOTES: f
i $am ci c �.i � 4
VERTICAL ZO �`f , 3 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER e Y
-muLUON TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES.� \\\�Itlltttl///j/
. O zJ 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE � ••GLAZING GLAZING Q mPRODUCT PRODUCT a aING 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN �,< ••••• •'•�' UCT Ma 3 THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. �e a�:Q n 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER o, y aR/cuv LOCATIONS AT HEAD, SILL OR JAMB ENDS. •ru w _
w 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCFREVISFn
az eo.•nplying wiLS the Floridn
w1 wz �. - - aRw�e�ra- 8• 4:03- fe�oy � •= ` :'
HORIZONTAL
MULLIONSPAN
- - klpsetiau Dal � ' y ��illj/j*••P•\,\\\t\�
TYPICAL MULLION CLIP ARRANGEMENTS Mien 71edePadK4 . o