HomeMy WebLinkAboutProduct Approval (9) RECEIV=1
!
JAN 10 2019
M IAM 1-RADE SI'. Lucie County, - E COUNTY
e 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 y
N EPTANCE OA www.miamida4 .gov/economy G.:
Lawson In ustries,Inc.
8501 NW 90 Street PYI.li
Medle ,FL 33166LE t
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 ! ji
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 Itj
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 i;
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 !ii
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 S
Ippludin the Hi h Veloci urr'cane Zo e.-PTION: Clip ed Extruded Aluminum Tube ull'on w/an w o to 1 ei fo ce esheets
PROV DO : Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions" 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. fi
FISSILE 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, ,; i
series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted a
If
herein. k'`
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 " i2 i g
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, fi?
�jINSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its f
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA No. 17-1212.24 and consists of this page 1 and evidence pages E-1,
E-2,E-3 and E-4,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez P.E.
NOA No. 18-0529.03 3
CKAMIoe oe GoM'M=1 Expiration Date: May 30,2023 `
Approval Date: June 14,2018
Page 1
fIl} �f
Lawson Industries,Inc. f
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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) j
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,
ij,• f
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 f�
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 j
and sealed by Rafael E. Droz-Seda,P.E.
(Submitted cinder 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 j!
Y g P �
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. it
(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 I};
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 b Rafael E.Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05) Y
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Manuel Perez, ) {f
Product Control Exaine
NOA No. 18-0
Expiration Date: May 30,2023 :
Approval Date: June 14,2018 z;.
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Lawson Industries,Inc. ;
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
6. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 i
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,
t;.
dated 01/31/96, signed and sealed by Gilbert Diamond,P.E. If
(Submitted under NOA No. 95-1212.09)
7. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 �' 'i
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, F
dated 02/13/96, signed and sealed by Gilbert Diamond,P.E.
(Submitted under NOA No. 95-1212.09)
C. CALCULATIONS i!
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)
,i
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER). 1
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) ` = I
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., j #�
signed and sealed by Gilbert Diamond, P.E. L 1
(Submitted under NOA No. 02-0501.05) {
Manuel P ,P.E.
Product Control xa finer �f
NOA No. 1 29.03
Expiration Date: May 30,2023 :i;f:• ;:ij
Approval Date: June 14,2018
E-2 riff
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Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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F. STATEMENTS (CONTINUED) :is
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 I§
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) !� '•z
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 i
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. f
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 t ,
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&
.fit.
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 'i !
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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 I
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 z.
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. :11
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 61" t
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) �!
`i
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. None. {'
u' t
G. OTHERS 'f
1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their 1
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.
J
'Ic
Manuel erez,
Product Control Ex ni r
NOA No. 1852 .03 (
Expiration Date: May ,2023 !?!'' f
Approval Date: June 14,2018
E-4 ^
77
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT t
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE "
ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS.
GLAZING HORIZONTAL MULLION RECTANGULAR ALUMINUM TUBE MULLIONS ° o
PRODUCT 3 Sn y
LANCHOR/CLIP HORIZONTAL MULLION L— pc
LAZING USING MULLION PROPERTIES ONLY ^on Q
3 0- + NGENERAL NOTES: o a N i r4
'^ o 0 < o
3 N 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 y Z
REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-5th Edition&2017-6th Z> CO a h
+ r Edition)INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). .i o z X.
VERTICAL VERTICAL II 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE roi w z Z Z o
MULLION MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD, WATER au f o_ .] r4 o
� INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. o j
z II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, 2 z �
2 N _ INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED.
GLAZING GLAZING GLAZING z GLAZING 3 > w
PRODUCT PRODUCT PRODUCT j m PRODUCT 4. WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER j ] Z
LOADS TO THE STRUCTURE. Q to
5.ANCHORS SHALL BE AS LISTED. SPACED AS,SHOWN ON DETAILS,ANCHORS y w G
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Fr V 5 0
i
ANCHOR/CLI 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS j Z a
ARE NOT PART OF THIS APPROVAL. ® Q, a d
7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF y (n o J a
WOOD ANCHORS ONLY.
B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, 1�11 SNi k1
Wl W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET V.5 5
MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4.
N F
WIDTH (W) = Wt + W2 + w3 MULLION & CLIP NOTES: �A I
2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
2 OF 10 FOR DETAILS AND NOTES.
ANCHOR/CLIP ANCHOR/CLIP ' REFER TO SHEET 3 OF 10 FOR MAX. MULL'DESIGN PRESSURE CHARTS d
HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET N r o ap
_ 4 OF 10 FOR DETAILS AND NOTES. 4 m ;�
GLAZING REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS _ g a a
PRODUCT 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS W "
VERTICAL 3. 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. `c
MULLION + r REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS m
O O �
z •�. I - 3 ai i I
GLAZING GLAZINGzj
LANCHOR/CLIP-)
ODUCT PRODUCT a GLAZING GLAZING
PRODUCT PRODUCT O z 3 p E E
U U
VERTICAL D N
MULLION
ANCHOR/CLIP
0
.
wi W2
AZ� •y Z
o rL b
W Wt w2
MULLION'SPAN '. •q ¢ ds'
PRODUCT REVISED '
ac con5plyi.g with the Florida a� •O 0
Wt + W2 W1 + W2 g
WIDTH (W) = 2 WIDTH (W) _ A-plan.N. -OS 4.0
2 u'ratioa Dat_ i-o� .,• I
TYPICAL MULLION ARRANGEMENTS Mi Dad.product a ,y 'r `',```,e FI
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_._ _ _ _.___.. _ _.. _ _-.�_;_: �r._z--'=-� -- �... ___ _�'�x-__�.. .... �,.T _ -�aur2 . '>;.�c:_r-.��-.-^ �._�a ,:t=-�..._.._._..�ar_'-• ...
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1.690 0
1.500 �
.062 .0` 62 .p Q
.125 �
.156 TYP. M V o
LS00
3.000r 062 .125 I�il o V z o
4.000
F
2 rn a
1.405 >- ¢ V.
.000 3.000 3.062 3.000 115
2.000 1.732 2.062 2.000 Z Y z Z •2'
TYPICAL Z
.STD.XTUBE
WINDOW FRAME N W= Z 2 Cj o
-4.S00---1 MULLION IIL L4L---JJ L4
I I o0 a 'a3 a
2X MULLION CUP .1e9� bl.DOD� zs6�l .lOz �-1.000-1 .ls6rl .ala IIS j vi
I IL IFS b 1.062�I Z
6063-T6 L-1162�-I 1.1 B 1.062 1.188 Z w
A 6.000 1 X 3 1 X 3 1 X 2 1 X 2 j �1 �
NOTCH 'L• \ 2 X 6 1 X 4 CUSTOM MULLION CUSTOM MULLION N
�•L-� OPTIONAL STD TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION 6063-rfi 6063-T6 E s
6063-T6 6063-16
MULLION 6063-76 4 4 • Ixx: 0.330 in` U (�., � w
Ixx: 1.000 in. Ixx: 0.950 in. Ixx: 0.370 in.
Ixx: 2.070 in`. 3 s Sxx: 0.330 it `� j z v 3
Sxx: 0.667 in3 Sxx: 0.633 in. Sxx: 0.370 in. r+
Sxx: 1.035 in3 FIN FRAME) (FLANGE FRAME) Cr cn p
(FIN FRAME) (FLANGE FRAME) ( D. d
vi EVlSFl7 r� o a v
Plyingevith the Florida d
STANDARD TUBULAR SHAPES 2.000-^i Duild oCor: 0
TYP.WALL= .125'ALL I U
.125 Acce lance z I - tot! W a a
C•xpi lion Daft
ALLOY 6063-T6 F � C
It TYPICAL I-1.000�{ Ry H V yg
.750 I GLAZING PRODUCT I I .125Miam a CProduct j £
124 U1 y
2400
r�-III I11II 1.000 I I-1.ODD .125 Q� 0
2A00
.125 2250
3.000 g
6.000
i .tzs 2.000 _ m
4.500 41100 o i�
1X MULL ION CLIP 2.000 3.000 4.000 1 X 3 7 X 2 •. 4 a$ o z
6063-T6 a ' L c
MULLIONS CONTAINING LLION STD, TUBE MULLION STD. TUBE MULLION
6063-T6 6063-T6 LL _
�.L.� L•� TYPICAL GLAZING PRODUCTS 2 X 6 2 X 4 -4 4 Ixz: 0.330 in°In. Ixx: 0.950 in. .3 ✓nTCHNAL HORIZONTAL OR VERTICALL 3 3 Sxx: 0.330 .n.in. Sxx: 0.633 in. " °STD TUBE MULLIONDTUBEMULLIOo �,
SEE WINDOW OR DOOR APPROVAL FOR 6063-T6 6063-T6 u s
FASTENERS SIZES AND SPACING 4 4 '
a
Ixx: 8.280 in. Ixx: 2.980 in. a i o o
Sxx: 2.760 in3 Sxx: 1.490 in'
a m ti o vi .
RECTANGULAR ALUMINUM TUBE MULLIONS ' a
CLIP LENGTH USING MULLION PROPERTIES ONLY
•L•� INSTRUCTIONS: yeen�tor+ray ¢ a
MULL "L" USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT m o'c & b1�3Qsy
1 X 2 1.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE 4c q6; °°°'°•••.NjQS'r
1 X 3 2.688' ZF-
STP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTIcuLAR OPENING. COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. oZ �° 4L A,Zo
TS EP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD y 'yam N 0 �°.�„1'xv
NOTCH 1 X 4 3.688' REQUIREMENTS. 33�a' 60 w °s[�
OPTIONAL STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT NOTES: y2'�'*'1'1 O.
2 X 4 3.688' APPROVAL. 1. REFER TO THE GENERAL NOTES ON SHEET :2-
.125 MIN. 2 X 6 5.688' STEP 4 SPECIFY MA%IMUM SHIM SPACING.
USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. n
2.000 1. ALL CLIPS AND ANGLES ARE TO FIT STP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR F a • • "'''�6 BI
c
SNUG INTO TUBE MULLIONS. IN STEP I ABOVE. HORIZONTALLY. °• is. ,'C
2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS
Rr.•I,., '•t Ems.,
L ANGLE CLIP INTO TUBE MULLIONS. SEE OPTIONAL STEP 6 ON SHEET 9.SELECT ANCHOR TYPE WITH OESICN RAT NG 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLLON a
606s-T6 ARRANGEMENTS OR STACK CONFIGURATIONS. o
ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP t naovE.
TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS
Width(&j_MULL SPAN IX2 IX3 (_IX4_1 2X4 I 2X6 Width W MULL SPAN IX2 IX3 IX4-') 2X4 2X6 Width(WI MULL SPAN IX22X4 2X6 0
__.LX 3 _IX 4 z
18 125.0 _72-5-0 IS '125.0
18 125.0 1250 8 3 19.3 42.1 60.5
24 125.0 125.0 125.0 125.0 125*0 24 VERT E22 61.1 133.2 125.0 125.0 24 3t5, 45.4 1262
VERT 1 0 r
30 #18,19,20 1 23.0 125.0 l_i254__ 125.0 125.0 --ALL- #30&31 17 48'9 125.0 125.0 30 25.2 36.3 100.9 z
� 125.0-) 125.0 125.0 ( 36 40.7 127.6 125.0 36 21.0 30.3 84.1
1027
87.9 125.0 125.0 125.0 34.9 109.5 125.0 42 18.0 25.9 72.1
2
76.9 <
125.g,!& 125.0 125.0 1 125.0 418 30.6 66.6 95.8 125,0 48 120" 15.8 22.7 63.1 cc-'R
125�O 1_V_r_Q 59.2 85,2 125.0 - 20.2 56.1
68 3 --IT7.6 '4 27.2
t 123.9 125.0 125-Or 125 0 60 244 53.3 76.7 144.2 18.2 50.5 B12
55.9 112.6 2 48.4 69J '131.1 16.5 45.9 z
Z 0
.2 125.'0 125.0 125.0 �2 15.1 4Zi
-125.0 Sr
7, 66
72 - 2 0* 120.2 72 z
78 mw�11 r4 .
78 47.3 95.3 125.0 125.0 125.0 18.8 41.0 59.0 110.9 7 - - 3�7.8 W
45.5 126.4
31.6
18 89.3 125.0 125.0 125.0 125.0 18 56.3 122.6 125.0 2570 18
24 67.0 125.0 125.0 125.0 125.0 24 422 92.0 132A 125.0 24 23.7 34.1 94.8 >
'26 1 25'0
125-0
125.0
5_0
IC12
30 63.6 142.3 125.0 125.0 125.0 30 33.8 73.6 105,9- 125.0 30 19.0 27.3 75.8 OQ 0.
36 44,6 118.6 125.0 125.0 125.0 36 28.1 61.3 88.3* 125.0 36 15.8 22_7 63.2 z
E-
42 38.3 101.7 125.0 125.0 125.0 42 24A 52.6 751 125.0 42 - 19.5 54.2
In
48 50-5/81, 33.5 69.0 145.4 125.0 125.0 48 21.1 46.0 66.2 141181 48 132" 17.1 47.4 E 14
64 29.8 79.1 129.2 125.0 125.0 64 18.8 40.9 58.8 125.2 64
15.2 42.1
z
60 26.8 71.2 116.3 125.0 125.0 60 16.9 36.8 53.0 112.7 60 37.9
66 24.4 64.7 105.7 125.0 125.0 66 15.3 33.4 48.1 1024 ge 34.5
-
72 22.3 59.3 96.9 139-5 125.0 72 - 30.7 44.1 93.9 72 31.6
78 20.6 54.7 89.5 128.8 125.0 78 - 2113 40.7 86.7 78 29.2
18 62.6 1 125.0 125.0 125.0 125.0 16 37.7 82.1 118.3 --126.0 18 24.3 35.0 974
E-
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 Ci tj ,
30 37.5 108.1 125.0 125.0 125.0 30 216 49.3 71.0 125.0 30 -21.0 58.4 V) iz W
36 31.3 90.1 125.0 125.0 125.0 36 18.8 41.1 59!1 143.8 36 17.5 48.7
42 26.8 77.2 131.1 125.0 125.0 42 16.2 35,2 50.7 123.2 42 15.0 41.7
48 57" 23.5 67.5 1 114.7 125.0- 125.0 48 96, 30,8 44.3 107.8 48 144" - 36.5 z co
54 20.9 60.0 101.9 146.8 _125.0 54 27.4 39,4 95.8 - 325H 14 z 14 1
60 18.8 54.0 91.7 132.1 125.0 60 24.6 35.5 86.36
0
E - 29.2
es 17A 49.1 83.4 120.1 125.0 66 22.4 32.3 78.4 26.6 1 66
72 15.6 45.0 76.5 110.12 20.5 29.6 71.9 125,0 72 72 24.3 n if
78 - 41.6 70.6 101.6 125.0 78 19.0 1 27.3 66.3 78 22.5
18 46.3 133.4 125.0 125.0 1 125.0 18 26.5 57.7 83.1 125.0 18 31.0 Sal 8.8 -
24 VERT 34.8 100.0 125.0 125.0 125.0 24 19.9 43.3 62.3 125.0 1 24A-4
23.3 64.6
30 27.8 80.0 125.0 125.0 125.0 30 I&S 34.6 49.8 136.3 30 18.6 61.7
36 #27&2$ 23.2 66,7 125.0 125.0 36 28.8 41.5 113.6 36 15.5 43.1
42 19.9 57.2 107.3 T 125.0 125.0 42 24.7 35.6 97.4 42 - 36.9 i &
17.4 50.0 135.1 125.0 48 106" 21.6 31.1 85.2 48 150" 32.3
c
64 15.4 44.5 83.4 120.1 125.0 54 19.2 27.7 75.7 64
28.7
0
60 - 40.0 75.1 10111 125.0 60 , . Z. .5! 1 17.3 24�9 68.1 60 25.8 . .
z . ,
, E E
66 36.4 98.3 .125.0 66 151 22.7 62.0 66 23.5 1z
::72
72 33.3 62.6 90.1 125.0 72 _
20.8 21.5
78 30.8 57.8 83.2 125.0 78 19.2 _524 L 711 19.9
r-HDRIZONTAL MULLION
0 ai
TYPICAL MULLION ARRANGEMENT on• .. ...gv
::�;�ELAZr o,
T�z" .. W
,
VERTICAL
PRCOulN:T 1 -1,
-MULLION Ll ARCHES TO BE INSCRIBED 'z 93 11
Z
INSIDE RECTANGULAR SHAPE CO c'J 0
cd
wl
0
GLAZING GLAZING wo
PRODUCT BEVIS
PRODUCT In MULLIONS RATED IN T i HESE CHARTS MAY BE ORIENTED Vilh
pf
VERTICALLY OR HORIZONTALLY.
GLAZNG GLO42DUINCGT (INTERPOLATION BETWEEN WIDTHS ALLOWED) B
in d
Al 0
PRODUCT PRio.
w 4c
Wl W2
FWIDTH (W) Wl + W2
1 2 Nii eacFroaucL
MULLION SPAN
__-�_._.._-_.. -.--_..�._....-_-_.-� ..- __.._w2T`_=--•- _ __'.---- .x••3-4 __ _� ._.Lt...t_S�+`t]3_,'-y.. __... __ r- _.- .T23�_`r�_-'��:
1.690 L i
.125 1.000
.062 .688 312 1.000
L500 �
I .156 TYP. rlIlAL
•125 'Or 62 ,125 •686
.125 z Z
-I( o 3.000 I eMn a1 3C05 4.000 •1l5 1732 H,< U Z
4.00 3.0 F 3.000 3.0622 X 4 4.0003.625 3.000 2.688STD. TUBE 3:�v
MU I N WINDOW FRAME Z>• 173
•73 F y
4.500 p o Z Z O Z
.188r 102 .56� 102 1000 m'a •] M o
2X MULLION CLIP �--. -•�
6063-T6 2 % 6 b W
1.062 062 1 X 3 1.198 W
NOTCH •L•� .000 STD. TUBE 1 X 4 STD. TUBE MULLION 1 X 3 Z
•L-
OP
MULLION 1 X 4 STD. TUBE MULLION 1 X 3 6063-T6 CUSTOM MULLION `' W z
COST OOM 3MU�LLION 6063-T6. CUSTOM MULLION 6063-T6
6063-T6 t E-
4 s 4 Ixx: 2.168 in. Ixx: 2.218 in z E
Ixx: 4.709 in. Ixx: 4.7D9 in. Ixx: 2.168 in.
a a I Sxx: 2.355 in� Sxx: 2.355 in� Sxx: 1.445 inS Sxx: 1.445 in. 3 U
I---- 3 Sxx: 1.479 In.
2.000 (FIANCE FRAME) (FLANGE FRAME
(FIN FRAME) ®�' j z W
0 � N
STANDARD TUBULAR SHAPES a 6 6
TYP.YALE_ .125'ALL .580 N D O
ALLOY 6063-T6 1.580 I r-' a 4 U
I W
.75Q I� TYPICAL N fn
GLAZING PRODUCT _ [, J O•
'� .160 2.000--II �
. �0 1625 I 2 I
2.000 .125 2.250 n
4.000 N
I 6.000 /12 s.Ms. d
012.O.C. .000 .125.
4.500 1
r n o pa�
1X MULLION CLIP 3.000 4.000 3.625 „ o I
6063-T6 4 `e
A MULLIONS CONTAINING ' i
/` H L TYPICAL GLAZING PRODUCTS C4x5.4
4nOPNOTCZe�,TIONAHORIZONTAL OR VERTICALrRoouclmideSEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 3uildin CodeFASTENERS SIZES AND SPACING A.?P.Mu No f STD. TUBE MULLION STD. TUBE MULLION Exrvaft aDzte 4DL3. w
6053-TG 6053-T6 Z Z
1x::19.648 ink Ixx: 7.649 in: p}.
CLIP LENGTH
Sxx: 6.549 in Sxx: 3.825 in� . . 6 6 w
•L• L" RECTANGULAR ALUMINUM TUBE MULLIONS a
INSTRUCTION USING MULLION PROPERTIES ONLY
MULL "L'• ttt;tttW:lp�7
1 X 2 1.688" USE CHARTS AND GRAPHS AS FOLLOWS. �1 .# •�Js��Ap�,e
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT W. )••••• •••I'
ST P 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING m�J��:'
1 X 3 2.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE :•+. td ,+:7,'•
USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. � 'c� �r N'
NO 1 X 4 3.688'
STEP ZREQUIREMENTS. Fp0W•W3 N �0lC...d.�,r-•
OPTIONAL STP USE CONNECTION TO MULLION AS PER PRODUCT rn•a,•rti an 1�+° !Y: .`i_.
2 % 4 3.688' NOTES:F4
_.
APPROVAL. 'e
•c•
.125 MIN. 2 X 6 5.688' P 4 PECK-MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET so'u•• ��09"
2.000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. oNi'•�
. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2N•V f(A. •t.I
2. MULLIONS MAY BE ORIENTED VERTICALLY OR . P•f•• e
SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. HORIZONTALLY. c °�� •+{. • Ys'-14 y I
ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 5 THRU 9 AND ANCHOR CHARTS d N
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 - •rIi`: W
I•-2noo� ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. E-
0 4
- I
STEEL REINFORCED TUBE MULLIONS -TTEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE M LUONS
cl)
-r2X4
W
Width(w) MULL SPANT-i-x-3-1 IX4 2 X 4 I 2 X 6 Width(w) MULL SPAN IX3 IX4 2 X 4 2 X 6 Width MULL SPAN I X 3- 1 X 4 2X6 E-
0 '.
18 125.0 125.0 125.0 125.0 18 125.0 125.0 125.0 125.0 . C,
i
24 125,0 125.0 125.0 125.0 24 139.5 125.0 125.0 125.00 18 44.0 95.7 1250 0 24 33.0 71,8 116.6 125.0 10 Q
w <
30 125.0 125.0 125.0 125.0 30 111.6 125.0 125.0 125.0 30 26.4 57.4 93.2 125.0 .
36 125.0 125.0 125.0 125.0 36 93.0 125.0 125.0 125.0 36 22.0 47.8 77.7 125.0
w
42 125.0 125.0 125.0 125.0 42 79.7 125.0 125.0 125.0 _41. 18.9 41.0 125.0 ~^o
M
10
48 38-318" 125.0 125.0 125.0 125.0 48 74-114" 697 1250 125.0 125.0 46 16.5 35.9 1 583 149.7 R
rn 9 MS C
54 125.0 125.0 M.o 12&0 54 125.0 125.0 31.9 133.1
60 125.0 125.0 125.0 125.0 60 125.0 125,0 60 liORIZ28.7 46.6
119.8 c)
66 12-5-0- 1250 125.0 125.0 66 125.0 125.0 66 #17&19-20 - 26.1 2,4 108.9 0 Q
Z Q c,
'6,5 35" I
3,-9
28.7
26 1
72 125.0 125.0 125.0 125.0 '72 125,0 125,0 72 23.9 1 38.9 99.8 00 �Iz
In w x C-) 0
78 125.0 125.0 125.0 125.0 78 125.0 126,0 78 221 1 3E9 921 to 7 CL w
18 125.0 125.0 125.0 125.0 18 128.4 125.0 125.0 125.0 18 33.1 71.9 J 116.8 125.0
'S
24 125.0 125.0 125.0 -125.0 24 96.3 125.0 125.0 125,0 24 24.8 53.9 87.6 125.0 V)
30 125.0 125.0 125.0 Mw W.0 30 77.1 125.0 125.0 125.0 30 19.9 43,1 70.1 125.0 55 w
21a 1
36 125.0 125.0 125.0 125.0 36 64.2 139.5 125.0 125,0 36 16.5 35.9 58.4 125.0 �D z
42 1250 125,0 1 125.0 125.0 1 42 55.0 119.5 125.0 12&o 42 - 30.8 50.0 128.5 I I
48 50-6181, 125.0 125.0 125.0 125.0 48 84" 48.2 104.6 125.0 125.0 48 132' - 27.0 43.8 1125 E, ww
64 125.0 125.0 125.0 125.0 64 42.8 93.0 125.0 125.0 54 - 24,0 3&9 100,0 z Z
Q�
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 Z
c, 0
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 32.1 691 113.3 M.O. 72 - 18,0 29.2 75.0
78 124.9 125.0 125.0 125.0 78 29.6 64.4 104.6 125.0. 78 16.6- 26.9 69.2
18 125.0 125.0 125.0 125.0 18 86.0 125.0. 125.0 125.0 18 25,5 55,4 89.9 125.0 m
E-
24 125.0 125.0 125.0 125.0 1 24 64.6 140.1 125,0 125.0 24 19.1 41.5 67.5 125.0 EH
30 125.0 125.0 125.0 125.030 51.6 111
2.1 125.0 125.0 30 15.3 33.2 54.0 138.6
36 125.0• 125.0 125.0 125.0 36 43.0 93.4 125.0 125.0 96 - 27.7 45.0 115.5 L)
42 125.0 125.0 125.0 125.0 42 36.9 80.1 130,1 125.0 42 23.7 38.5 99.0
48 57" 125.0 125.0 125.0 125.0 48 96" 32.3 70.1 1118 125.11: 48 1".. 20.8 33.7 86.6
54 137.0 125.0 125.0 125.0 64 28.7 62.3 101.2 125.0. 64 18.5 30.0 77.0 H W
60 123.3 125.0 725.0 125,0 60 25.8 56.1 91.1 125.0- 60 16.6 27.0 1 69.3
66 112.1 125.0 125.0 125.0 66 215 51.0 82.8 125.0- 66 12.1 24.5 63.0
72 1018 125,0 125.0 125.0 72 21.5 46.7 75.9 125.0 72 22.5 .57.8 G G aY
78 94.8 125.0 125.0 125.0 78 19.9 43.1 70.0 125,0 73 20.8 53.3 mum
18 125.0 125.0 125.0 125.0 18 60.4 131,2 125.0 125,0 18 22.6 49.0 79.6 125.0
125.0 125.0 125.0 125.0
24 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 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 1 106;6 125.0 36 24.5 39.8 102.2
42 130.5 125.0 1 125.0 125.0 42 25.9 56.291.4 125.0 42 21.0 34.1 87.6
48 63" 114.2 125.0 1 125.0 125.0 1 48 11081, 22.7 49.2 79.9 1250 48 150,
18.4 29.8 76.6
S4 2 0 125.0 125.0 54 20.1 43.7 71.1 125.0 16.3 26.5 68.1
z z
60 91.31- .0 125.0 1250 60 1811 39.4 64.0 12&o 60 - 23.9 61.3 3
'E E
25 0 6 1 66 21.7 55.7
76.1 t 66 16,5
- 13.3 1348 72
6 5.0 '125.0 .0 35.8 58.1
L
72N - 19.9 51.1
--63.0 125 16.5
142.4 125.0 125.0 15.1 32.8
78 70.2 131.4 125.0 125 7 - 30.3 49.2 124.4 78 18.4 47-2
HORIZONTAL MULLIONle.
TYPICAL MULLION ARRANGEMENT
VERrrAL PROD
MULLION ARCHES TO BE INSCRIBED
Z INSIDE RECTANGULAR SHAPE un 0U.
c1l 0.
z NOTE:
GLAZING GLAZING 0 m< 44
PRODUCT PRODUCT MULLIONS RATED IN THESE CHARTS MAY BE ORIENTEDpRoDucrilEvIsED
D tn N
> VERTICALLY OR HORIZONTALLY. cmplying%v*,Ih The fl-ida
CLAZ NO GLAZING
PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED)
Q.
Acceptance Na [-W.Wi�WIDTH (W) 2 .f�flflrrp .........
WI + W2
12
--MULLION SPAN
rl 7Q,
5/16'TAPCONS MIN. EDGE DIST.
1 1 4" MIN. 5/Is'TAPCONS 2-3/16" CONCRETE OR
/ 1-1/2'MIN.WOOD PENETRATION 1-I/2-MIN.WOOD PENETRATION I.Ico
- EDGE DIST. 2 PER CLIP(1 ON EACH WING) I PER ANGLE 4" HOLLOW BLpGK 5/16'TAPCONS 5/16'TAPCONS O
Ij�Ij 1-3/4'MIN. EMBED INTO MASONRY1-3/4'MIN, EMBED INTO MASONRY
3/4 4 PER CLIP(2 ON EACH W NG) 2 PER ANGLE e O E
MIN. Z I y z "
N I \Z I I \Z I �ao Q •� �
I 1 ' - r'1 rrl • IF/1 V W 40
1 1 I I I J O Q C7
I II �I 4v y I I I I I I I i> En G r?
x ii n II n n W o _
IL_JI II II II II 0 o z z
II u 2 7/16" 2 0 o
-------- Ix FLOATING CUP II II 2%2 x I/8" Q MIN. II It
li it m�
I - I I I 11 I I ALUM ANGLE
\ 1 I WOOD BUCK u 1 er =j ii ii z x z x T/B' 4
1 ------------- I WOOD BUCK Ix FLOATING CLIP
I L I I I I ALUM ANGLE �
•� ❑
i' LI
D3
E-
3/4"
3/4" MIN. 5/16-TAPCONS ANCHORS TYPE V (,INTO BLOCK) 1U F
EDGE DIST. 1-1/2'MIN.WOOD PENETRATION Fa V •`J Z
1 PER ANLL ANCHORS TYPE 'G' (,INTO CONCRETE) �� a z
4 ANCHORS THRU 1X BUCK m i
ALL CLIPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK
iv INTO TUBE MULLIONS. 1"x4" & 2"x4" MULL < E'
I \� 1 I TAPCONS MAY BE HEX OR FLAT HEAD. N1W a
W j V
MIN. EDGE DIST.
I 1 i i i 2-3/16" CONCRETE OR hN j u
I I I I 4" HOLLOW BLO K r 5/16'TAPCONS 5/tfi'TAPLONS ✓ Z z
II II 1-3/4'MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY A G 1
/ 1
1 1
A 1 2 O II II 2%2 x 7/B' 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE
f---'--'--�I WOOD BUCK I I L I ALUM ANGLE e
If
I u u •I 'v - z �
I I I I \Z 1 \Z I
ALL CLIPS AND ANGLES TO FIT SNUG n- S
ALTERNATE INTO TUBE MULLIONS. I
ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. •1
ANCHORS TYPE 'A'
2 ANCHORS INTO WOOD
X II II II II � o 'G _N h
IBY IL_JI IL II 2 x 2% m °
I - WOOD BUCK I 1%FLOATING CLIP I I I I ALUM ANGLE •' I` I` o O
5 16 TAPCONS _ 5/16'TAPCONS N I I I 1 'J L' �' a i
1 1/4" MIN. 1-1/2'MIN.WOOD PENETRATION \
4 PER CUP 1-I/2 MIN.W000 PENETRATION I I 1 L 1 I rl
E GE DIST. (2 ON EACH WING) 2 PER ANGLE I 1
( 90 o 0 0
ANCHORS TYPE 'C' (INTO BLOCK) 2a m o m
\Z Z a ANCHORS TYPE 'F' (INTO CONCRETE)
2 ANCHORS THRU 1X BUCK �njj117i't�i+..
INTO CONCRETE OR BLOCK a �t`M� ...... :
ii a ii ii ya 0:' iug
IL_JI I1 I I I 1 4 •
I - I I FLOATING CLIP I I I I ALUM ANGLE I t "y � N Y'
N I I 2 BY I UU 1 1
\ I 1 WOOD BUCK I I I I A 1 PROUl1CT REVISED •"{�
1 I 1 1 I I I 1 liu�ldillg C°devlth the Florida •i
I 1 Acttpiancc N4,5
0E 'ANCHORS TYPE 'B' ATERNATE Qr;, • ,4 ANCHORS INTO WOOD ANCHOR LOCATION
Ca
5/16-TAPCONS '
1-3/4•MIN.EMBED INTO MASONRY MIN. EDGE DIST.
MIN. EDGE DIST. C
2 PER CLIP(1 ON EACH WING) 5/16"TAPCONS 2-3/ E OR 5/16•TAPCONS 5/16•TAPCONS Q
2-3 6R OR _3/4'MIN.EMBED INTO MASONRY a' OLLOW BL CK 1-3/4'MIN.EMBED INT04CI 1-3/4'MIN.EMBED INTO MASONflY C W
4' HOLLOW BLO K 3 1/4" 1 PER ANGLE � 4 PER CLIP(2 ON 2 PER ANGLE �m F �
li___M
IN. 3 4 M m y z
o . •I .1 o MIN. � < o
'I n- I' .I I ^ p r4
AD
O O U] r
L L 34� a
I I I I I I I I I I I I I I I ?-A p O 6 y
II II II II II II II II o�
II 11 11 II II II II II W= 2 co
X II II CONCRETE\OR I I 11 X I II II CONCRETE OR I I I I m f d 3 a �
CONCRETE OR IL-�I CEMENT BLOCK II II ¢ IL_JI CEMENT BLOCK II II .-] d
---____-- -� I I n 2 x 2 x 1/B' s C-J I z x z x 1/e j n D
CEMENT BLOCK I I I I I I ALUM ANGLE I - -------' I I I I I I ALUM ANGLE �9 O
1 i I I u u - I I I u u
1 I I I FLOATING CUP I 1 I 1 FLOATING CUP I I I r \ z r
I 1 I 1 1 1 I 2 7/16 I I I I I �' w o
I I 1 I I I 1 MIN. I I I L4_1
I 1 1 F
MULL 3 1 4" yU V
MIN. MULLIN-I
ANCHORS TYPE 'D' INTO BLOCK) 6
ANCHORS TYPE 'C' (INTO BLOCK) C �W ¢ F
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 U) x
I`--------- ALTERNATE i MULL 2
1 I
I I ANCHOR LOCATION ^ 6
MULL AFyy.I
I I I I o
I I I 1 X I I I I
jj---------j -•
FLOATING CUP
_____________ I I v <
Ij f `ry CONCRETE OR -� N N ods
CEMENT BLOCK
II 1 II II 4 b o c
« w
5/16. t7APCONS Z m a m
1-3/4'MIN.EMBED I I• M I '• > I.•
INTO MASONRY = _
2 PER CUP a i a E E
(1 ON EACH WING) x i do mi m
5/16 TAPCONS um U
72 SMS 1-3/4•MIN.EMBED INTO MASONRY e¢ c
I E 2 PER ANGLE 4 PER CUP(2 ON EACH WING) �' -
1 I I I _ e A a`
AZ
I I 11 II II
y z�O• ..a b
In'
it ALL CLIPS AND ANGLES TO FIT SNUG f }'_q n
INTO TUBE MULLIONS. M •# K� I
TAPCONS MAY BE HEX OR FLAT HEAD.
< 0:
• I; I' .KODUCT RBVISFD
as complying wix'1 Uw Florid. x inp c
• "• `f'• I I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Ouil61&Code
• I n� I I WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR Attcplallct
WATER-WHITE METHACRYLATE LACQUER. E. Talion Dalc 'Lp7�
LIE 4t CI
5/I6•TAPCOI I-}/6-MIN.EMBED BY F•
INTO MASONRY- t PER ANGLE MiamII ale ucl <
MIN. EDGE DIST. MIN. EDGE DIST.
2-3/16" CONCRETE OR 2-3/16" CONCRETE OR
4" HOLLOW BLO K 5/16'TAPCONS 4' HOLLOW BLOCK 3-3/4" 5/16'TAPCONS h `
3-IN. 1-J 4 MIN.EMBED INTO MASONRY
1-P/4MIN.EMBED INTO MASONRY MIN, /
MIN. 6 PER CUP(2 ON EACH WING) 4 PER CUP(2 ON EACH WING)
O N
z m m to z
. 1 .. I h� n m .7 •� o
CLIP LENGTH a o v a`
!
MULL "L" 10
In 2 m o e
U y
! Z 2 X 4 3.688'
a 1 2 x 6 5.668' i i z o Z a
! 1 x 1 9 p o 2 p
d 1 2X6 MULL 5/16'TAPCONS N ! WOOD BUCK ; Ems-. 11 t
+ = 1-3/4'MIN.EMBED INTO MASONRY \ 1 1 2X6 M 5/16"TAPCONS ra ra �
p -_-_---_- ( 4 PER CLIP(2 ON EACH WING) ! 1 Z I
----------------------------
PER
1 1-J/4'MIN.EMBED INTO MASONRY Cs? z T
I I 1 3/4" ! 1 4 PER CUP(2 ON EACH WING) j m p a
MIN. f-----------------------------1 1 3/4" < E-
i MIN. a
z V � Z i
I I
z
p.
® cr
_ 2X6 M
2X6 MULL O CLIP LENGTH 2x6 MULL _ 7 W ¢ F i
G------------ MULL "L" j Ei
`*
�- -
2 X 4 3 8' ------ E+ Q a2x6 5.688' �Zj � z a I �r ) 2 a
e
0 ---------- - ----- n z
3-3/4"
MIN. o �
ANCHORS TYPE 'E' (INTO BLOCK) i w wio
5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG r
INTO TUBE MULLIONS. AN RS TYPE 'H' INTO CONCRETE wooO BuclYc t -
ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. i 4 u m
4 ANCHORS THRU 1X BUCK 0 0
TO CONCRETE OR BLOCK w v°
ANCHORS TYPE 'H' (INTO CONCRETE) CLI OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED s z
"fi� MULL SHOWN e a o m
ANCHORS INTO CONCRETE or BLOCK H ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR N m
WATER-WHITE METHACRYLATE LACQUER. .`-
z z
2'X6' MULL SHOWN i o 0
E E y �
•b•`�'fr
q N
PR6DUCrtZEVISEo ''[
as complyiR¢with the Florida
Ruildmg Code y. I
Accentzlla No�8• 0
E.7ri:atia Date ��
a 3ryafi_' i
RY .
[zT
Ca 1
MIN. EDGE DIST. 5/16-TAPCONS
2-3/16" CONCRETE OR 7-3/4-MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH h
4" HOLL, OW BLOCK - 4 TOTAL(2 ON EACH WIND) MIN. o
MULL
a1 X 2 1.688' h of
n 1 X 3 2.688' n e
1 X 4 3.688' I�il Qo c c
2 X 4 3.688' m o u1 2 pZj
J(] C V Jm
i i i i i i 2 X 6 5.688' 3 y c y
1 _ I
2 MIN.16 244 0.2.6 Mull i i i i 1. ALL CLIPS AND ANGLES ARE TO FIT _ Z C Z a
o t I I 1 1 2%2 X t o SNUG INTO TUBE MULLIONS. o W= 2 0 0
i_____________� Li LJ ALUM ANGLE 2. WHERE ANGLES ARE NOT FIT SNUG m M a `D o
I 1 I 1 INTO TUBE MULLIONS. SEE OPTIONAL ^a < I
ANCHOR DETAIL AT SHEET 9 OF 10. j o
m O 6
®14 S.M.S.
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/CHANNEL-, TUBE MULUON F• •�
WITH ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR E-
p
WATER-WHITE METHACRYLATE LACOUER.
------- --------
H V Z x
., z -- .
------
MIN. EDGE DIST. - -----'-- _ �
2-3/16' CONCRETE OR
4' HOLLOW BLO K ®12 F.H.S.M.S. I /p t N ¢ E-
2/SIDE I I
_ 1/8-THICK ALUM CHANNEL 1 j U
• LENGTH TT FIT SNUG
INTO NULLION TUBE MULLION
Z TUBES MAY BE NOTCHEDi (�f 4 C
• 1+ F� i
AS SHOWN TO ALLOW INSTALLATIONOFCUP ANGLECAULKJOINT AF1ER ASSEMBLY G
LOCATION OF SCREWS CONNECTING Q �, i
ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE ¢ I I l• I y14 FH SNS Z e
2 PER CLIP
-\,
I 1 I I ACCESS HOLE 7-1
MULLIONS. .- I I I I /2.O.C.MIN. a 1
• - O - I I
I 5/8"(2) i i ----- - --- ------ o - ' - -
----- m o
L_ ---------------
#14
____ _-
5/16'TAPCONS ]i14 SMS 3� w - ¢ L
1-3/4-MIN.EMBED INTO MASONRY 4 PER ANGLE I I I t W -o Q o N
v v
a w v q
2 PER ANGLE
-
�
2 X 2 X 1/8- THIS SCREW CAN BE I 1 Y o N N 1
ALUM ANGLE I 12 FH SMS t I M a s t
INSTALLED IN EITHER I A I [
0 _ DIRECTION q�/I I I 2 PER CUP I
W�I i 1 1.O.C.MIN.
• __ ___7______ xxy ci _E o
Ir y y Ira 1-3/4'%2'X I/8-(FOR 20Y TUB) C¢ m t+ o w
• n Z 3/4-X 2'X 1/e'FOR(1BY TUBE)-/Ec 6 i
ANGLEALUM
17 CUT TO FIT SNUG INSIDE TUBE o.tF1 1'T'1+
-] ANCHORS TYPE
METAL TO METAL CONNECTION F V Nt,-
3-3/4-
0.ildi
USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTIONA.PRODUCT REVISEDacJ„Sd`:-Xm '-3/4" ALL CLIPS AND ANGLES TO FIT SNUG ohe Flortdn 11uLding CodeINTO TUBE MULLIONS. A—PWa Tao'sTAPCONS MAY BE HEX OR FLAT HEAD. Bx-pi'mi-fYJmt 3/a" OPTIONAL ANCHOR DETAIL ' aj , :4I
MIN. By a
ANCHORS INTO CONCRETE OR CEMENT BLOCK N9i:an' adn Product Catrprl, 0
i
I
ANCHOR TYPES ANCHOR TIP. ANCHOR
N Nth MULL-SPAN A B C D E F G I H I Width MULL SPAN q 4r 13 C D E I F G H I I Width MULLSPAN A 0 B C D D I E F I G I H 1 y
78 125.00 125.00 125.00 0 125.00 1125.00 125.00 18 90.72 1 12500 125.00-IM-0 125.00 12500 125.00 18 56.13 ll .07 125.OD 125.00 1 .7 125.00 125.00 MOO �
24 131.65 125.00 125.00 125.00 12500 125.00 125.00 12500 125.00 24 68.04 136.08 125.00 125.00 12500 12500 125.00 12500 125.00 24 42.10 8420 98.80 145.60 125.00 10820 12500 12500 11570 0
105.32 1 125.00 125.00 7 12500 125.00 125.00 54.43 12500 12500 12500 125.00 149.59 30 33.68 67.36 77.44 116.48 125.00 86.56 13024 12500 9256 h e
36 87.7/ 125.00 125.00 25.00 12400 125.00 125.00 12500 125.00 36 45.36 90.72 104.30 2500 125.00 11658 125.00 12500 124.66 36 29.07 56.13 64.53 9707 123.00 7213 101153 744.20 77.13 n m !q E-
-T523
o
7523 12500 12500 125.00 12501) 125.00 38.88 77.7 40 134.46 12500 125.00 12500 10685 24.06 8320 110.57 9303 123.60 6611 F"1 U Z
48 383!8 65.82 131.65 125.00 2400 12500 125.00 125.00 12500 125.00 48 74114 34.02 68.04 7871 117.66 12500 87.43 131.56 125.00 9349 48 720 21.05 4210 48.40 7280 9675 54.10 81.40 10815 57.85 Ino o
58.51 12500 125.00 D 12500 125.00 12500 54 30.24 60.48 80.9 104.58 138.99 77.72 116.94 12500 8311 18.71 64.71 8800 7236 96.13 51.42 o o W¢
60 52.66 105.32 121.08 2500 125.00 125.00 12500 12500 144.72 60 27.22 54.43 6258 94.13 125.09 6995 10524 139.63 74.80 60 16.84 33,68 38.72 5824 77.40 43.28 6512 86.52 4628 o ¢ W
47.87 .7 125.00 125.00 72500 125.00 131.58 66 24.74 49.48 58.80 8557 113.72 63.59 95.60 12712 6800 66 15,31 30.62 3520 5295 70.35 39.35 59.20 78.65 4207
72 43.88 87.77 100.90 125.00 12500 12500 125.00 12500 120.00 72 2268 45.36 52.15 7844 104.24 5829 87.70 116.9 6233 72 14.03 29.07 3227 4853 64.50 MOT 54.27 7210 38.57 ul
Z
78 40.51 81.01 9374 140.09 12500 104.11 125.00 125.00 111.32 - 78 20.94 41.87 4814 7240 9622 5381 80.96 107.58 57.54 78 12.95 25.91 29.78 44.80 59.54 33.29 50.09 66.55 35.60 o Jo Z C 2
16 133.06 125.00 12500 125.00 125.00 125.00 12500 12500 12500 18 80.19 125.00 125.00 125.00 125.00 12500 12500 12500 12500 18 51.03 10206 117.33 125.00 125.00 131.15 125.00 12500 140.24 Z
21 99.79 125.00 12500 125.00 725.00 725.00 12500 12500 72500 24 80.14 1209 1389 12500 12500 12500 12500 125.00 12500 74 38Z7 78.55 88.00 13236 125.00 98.36 148.00 12500 10516 c� F, I
30 79.83 125.00 125.00 125.00 12500 12500 125.00 12500 125.00 30 48.11 9623 110.63 125.00 12500 12366 125.00 12500 13223 30 30.62 6124 70.40 105.89 140.73 78.69 118.40 12500 84.15 z -�
36 66.53 133.05 125.00 12500 12500 125.00 12500 125.01) 125.00 36 40.10 80.19 9219 138.67 12500 103.05 125.00 125.00 110.19 36 25.52 51.03 58.67 88.24 117.9 65.58 9867 131.09 70.12 ` W U
42 57.02 114.05 131.12 125.00 125.00 146.56 12500 125.00 125.00 42 34.37 60.73 79.02 118.86 12500 88.33 13290 125.00 94.45 42 21.87 43.74 509 75.64 100.52 %.21 84.57 11236 60.10
48 50578 49.90 90.79 114.73 125.00 12500 128.24 125.00 12500 137.13 48 84 30.07 60.14 69.14 10400 138.21 779 176.29•12500 8264 48 132 19.14 38.27 44.00 6818 BT.95 4918 74.00 9832 5259 v a
54 44.35 80.70 101.98 I 125.00 125.00 113.99 12500 125.00 121.89 64 26.73 53.46 61.46 9244 17286 68.70 10337 137.33 7346 64 17.01 34.02 80.11 5883 7818 4372 6578 8739 46.75 ¢ E- N !:
60 80.92 79.63 91.78 138.05 1125.00 10259 1 12500 1125.00 109.70 60 24.06 48.11 5531 1 8320 110.571 61.83 1 9303 12360 68.11 60 15.31 30.62 35.27 5295 70.36 39.35 59.20 7865 4207 U
66 369 7258 8344 125.50 12500 9325 140.33 12500 99.73 65 21.87 43.74 9.29 7564 10OL521 5521 84.57 11236 6010 66 13.92 27.83 3200 4813 63.97 35.77 9.82 71.50 38.25 z y a
n 3325 65.53 7648 115.04 125.00 8549 128.83 12500 91.42 .72 20.05 40.10 46.10 69.33 9214 51.52 77.52 103.00 5510 7212.78 25.522 29.33 44.12 %64 3279 49.33 65.55 35.05
78 30.77 61.47 70.60 706.79 141.13 7892 178.74 125.00 84.39 1 TS 18.51 37.01 4255 6400 85.05 4756 71.56 9508 5086 78 11.78 23.55 27.00 40.73 54.13 3027 4554 80.50 3236 ® C. ," 2 g
z
18 118.18 125.00 125.00 125.00 12500 12500 125.00 12500 125.00 18 76.17 140.33 125.00 125.00 12500 12500 12400 12500 12500 18 46.78 93.56 10756 125.00 125.00 120.22 12500 12500 128.56
24 88.63 125.00 125.00 125.00 12500 125.00 125.00 125.00 125.00 24 W-63 10525 121.00 125.00 125.00 13525 125.00 12500 144.63 24 35.08 70.17 80.67 121.33 125.00 9017 13567 125.00 96.42
30 70.91 141.81 12500 12500 12400 125.00 12500 12500 12500 30 4210 8420 96.80 14660 12500 10820 125.00 125.OD 11570 30 28.07 58.73 6453 97.07 129.00 7213 108.53 144.20 77.13 In
36 59.09 118.18 135.86 12500 12500 125.00 12500 12500 12500 36 35.08 70.17 8067 121.33 12500 90.17 135.67 12500 96.42 36 23.39 46.78 53.78 80.89 107.50 60.11 90.44 12017 64.28 ry j o
42 50.65 101.29 116.45 125.00 12500 13017 12500 125.00 139.19 42 30.07 80.14 80.14 104.00 138.21 77.29 11629 125.00 8264 42 20.05 40.10 46.10 69.33 9214 51.52 77.52 103:00 5510
48 57 44.32 8863 101.89 1125.0012aOO.500 113.89 12500 12500 121.79 48 96 25.31 52.63 6050 91.00 120.94 67.63 101.75 13619 7231 48 144 17.54 35.08 40.33 60.67 80.83 45.08 67.83 90.13 48.21 Q z
6439.3978.76 9057 5.00 10124 12500 12500 10828 64 23.39 48.78 978 80.89 10750 80.11 90.44 120.17 6428 64 75.59 31.19 35.85 5393 71.67 4007 6030 8011 428560 35.-05 70.91 81.52 250091.12 137.09 12500 97.43 60 21.05 42.10 4840 7280 9675 54.10 81.40 10815 5785 60 14.03 2807 3227 489 64.50 3607 5427 7210 3857fib 32.23 6446 74.11 4813 8283 124.63 12500 8857 66 19.14 3827 44.00 66.18 87.95 49.18 74.00 98.32 5259 66 1276 25.52 29.33 44.12 5864 3279 49.33 6555 35.06 �72 29.54 59.80 67.93 35.79 7593 114.25 12500 81.19 12 17.54 35.06 40.33 60.67 ffi63 4508 67.83 9013 4821 72 11.80 23.39 26.89 4044 5375 30.06 4522 80.08 321478 27.27 54.54 6270 534 70.80 10544 140.11 74.9578 16.19 32.39 37.23 '58.00- 74.42 41.62 6282 63.19 44.50 78 10.79 21.59 24.82 37.33 '4962 27.74 41.74 5646 29.6718 106.92 125.00 12500 2500 12500 12500 125.00 12500 18 82.37 124.74 143.41 125.00 12EOO 12500 125.00 125.00 125.00 18 41.91 89.81 103.25 125.00 /25.00 115.41 173.65 12500 12341
21 80.19 125.OD 12500 500 12500 125.00 125.00 12500 24 46.78 9356 107.55 125.00 12500 12022 125.00 125.00 128.561 24 33.68 67.36. 77.44 116.48 125.00 8656 130.24 125.00 9256
30 64.15 128.30 147.50 1125.00 12500 12500 12500 12500 12500 30 37.42 74.84 6604 129.42 125.00 96.18 144.71 12500 10284 30 25.94 9.89 61.95 90.18 123.84 69.25 104.19 138.43 74.05
36 9.48 1065,22. 32
92 12500 12500 125,00 12500 14692 36 31.19 0..37 71.70 107.85 143.33 80.15 120.59 12500 85.70 36 22.45 44.91 51.63 77.65 103.20 57.71 8683 11538 61.71 ; 5
42
45.821 91.65 105. 11125GO 12500 117,77 25.00 12500 12593 42 23.73 9.46 61.46 9244 12286 68.70 103.37 137.33 7346 42 1925 38.49 4425 66,58 8846 49.46 74.42 98.88 5289 `o a ep
63 40.10 80.1 19 13867 125.00 1 125.00 125.00 110.19 48 108 ..23.39 46.78 5378 80.89 107.50 6D.11 90.44 1211.17 64.28 48 150 18.81 33.68 38.72 58.24 77.40 43.28 65.12 8652 46.28 « - - •` - e
54 O 35.64 7118 81.95 12326 125.00 91.60 137.82 12500 97.95 64 211.79 41.58 47.80 71.90 95.56 9.43 80.40 106.81 57.14 54 14.97 39.94 34.42 51.77 61180 38.47 5788 7691 41.14 i
60 3208 6415 7375 110.93 147.43 8244 124.04 12500 WAS 80 1831 37.42 4302 64.71 86.00 48.09 7236 9813 51.42 60 13.47 x.94 30.96 48.59 81.92 3462 5210 8071 37.02 o v`Ji -
66 29.16 5832 6705 100.85 134.03 74.94 71276 149.82 80.14 66 17.01 34.02 39.11 5883 78.18 4372 6578 87.39 46.75 6fi 12.25 24.49 28.16 4236 5629 31.48 47.36 6292 L33.66 I
72 26.73 5346 61.46 9244 12288 6870 103.37 137.33 73.46 72 15.59 31.19 35.85 5393 71.87 40.07 80.30 8011 4285 72 11.23 2245 25.81 3883 51.60 28.85 43.41 5768 30&5
78 24.67 49.35 5673 85.33 113.41 6341 9541 128.77 67.81 78 14.39 28.79 33.09 49.78 68.15 38.99 5566 7395 39.58 78 10.36 20.73 23.83 3584 47.63 21163 40.07 924 28.48 ` v° i s
z z �
ANCHOR/CUP ANCHOR/CLIP -z o o J !
HORIZONTAL MULLION
ANCHOR CLIP NOTES: ' E
GLAZINGa
v6RnG4 z 3 o
PRODUCT ` I. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER w e 1
MULLION J TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. pNdutigi
:2z g 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE ,,��y1•. ....
GLAZING GLAZING 9 x♦�0 7.
PRODUCT PRODUCT O-N GLAZING GLAZING 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN �,,�::•••• '•.¢jsi
;;(I PRODUCT PRODUCT ¢3 THE DESIGN LOADS REOUIRED FOR PARTICULAR OPENING. _ op
~ ¢vai 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER Di.z N
ANCHOR/CLI w U waT C4
> ANCHOR/CLIP LOCATIONS AT HEAD, SILL OR JAMB ENDS. dw w * •z:
w 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. RRODUCrREVISFD �t0
'� .,il) � .s canPtY1R'd widx the noddn o
w1 Wz 13.4da 0.09 9.03 foe` s
HORIZONTAL MULLION
SPANtl;tirat..Dara �'/j' a ��i��`'I ••p•1't�ito�
W
TYPICAL MULLION CLIP ARRANGEMENTS nY '�dehrudnY - a a
Ca