HomeMy WebLinkAboutProduct Approval (4) MIAMI- MIAMI-DADE COUNTY
WAWA�+ 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
CE OAwww.miamidade.eov/economv
Lawson Industries,Inc.
8501 NW 90 Street
Medley,FL 33166
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section
(In Miami-Dade County) and/ or the AHJ (in areas other than Miami-Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocily Hurricane
CRIPTION: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement—L.M.I.
APPROVAL DOCUMENT: Drawing No. LAW-ML-1001 Rev D, titled "Aluminum Tube Mullions" sheets 1
through 10 of 10, dated 04/27/10 and last revised on NOV 21,2017,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
Acce mance n mber and expiration date by the Mismi-Dadf.. un Product Control Section.
SIZE IMPACT RATING: Large and Small Missile Im act Resis
Limitations:
1. See Non-reinforced mullion tributary width(W)VS span and type in sheet 3. See reinforced mullion tributary
width(W)VS span and type in sheet 5. See mullion types and properties in sheets 2&4.
2. See clip anchors type selection in sheet 10 and installation in sheets 6 thru 9.
3. Lower design pressure of the mullion and/or glazing product may control for the entire assembly and to be
reviewed by AHJ.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and
following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to cothply 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 NOA No. 17-0222.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3,as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda,P.E.
M Mi onnE COUN� NOA No. y 30, 018
� Expiration Date: May 30,2018
Approval Date: February 01,2018
��� Page I
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files.
A. DRAWINGS
1. Manufacturer's die drawings and sections.(Submitted under NOA's No. 02-0501.05& 95-
1212.09)
2. Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10 of 10,
dated 04/27/10,with revision C dated 02/16/17,prepared by manufacturer, signed and sealed
by Thomas J. Sotos,P.E.
B. TESTS
1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane
Engineering&Testing,Inc.,Test Report No. HETI-02-T071, dated 09/16/02, tested per
ASTM E8, signed and sealed by Rafael E.Droz-Seda, P.E.
(Subnutted 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)
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)
t �►, i . .�.-
lsh q 1.Chanda,P.E.
Product Control Examiner
NOA No.17-1212.24
Expiration Date: May 30,2018
Approval Date: February 01,2018
E- 1
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,prepared
by manufacturer, dated 05/17/10 and updated on 01/25/12,prepared, signed and sealed by
Thomas J. Sotos, P.E.(Submitted under NOA No. 12-0127.07)
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance,complying with the FBC 5th Edition(2014), dated February
17,2017, issued, signed and sealed by Thomas J. Sotos,P.E.
2. Statement letter of no financial interest, dated 05/20/12, issued, signed and sealed by Thomas J.
Sotos,P.E.(Submitted under NOA No. 12-0127.07)
3. 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 NDA No. 02-0501.05)
4. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and FT1r1383,
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)
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. 14-0908.08, issued to Lawson Industries, Inc. for their Clipped
Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.", approved on
11/06/14 and expiring on 05/30/17.
2. One year approval, subjected to successful verification test.
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. LAW-ML-1001 Rev D,titled"Aluminum Tube Mullions"sheets 1 through 10 of
10,dated 04/27/10 and last revised on NOV 21,2017,prepared by manufacturer,signed and
sealed by Thomas J. Sotos, P.E.
Note:This revision consist of editorial changes of FBC 17(6t'Edition)code compliance.
B. Test
1. None.
C. CALCULATIONS
1. None
Is aq I.Chanda,P.E.
Product Control Examiner
NOA No.17-1212.24
Expiration Date: May 30,2018
Approval Date: February 01,2018
E-2
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 to FBC 2017 (61 Edition)and"No financial interest"dated
11/17/17,prepared by the manufacturer, signed and sealed by Thomas J. Sotos,P.E.
2. Letter from manufacturer requesting a 1-year extension to allow time to perform verification
test,dated 04/07/17, signed by Nelson Erazo, Senior Design Engineer(Submitted under file#
17-0222.13)
G. OTHER
1. This NOA conditionally revises # 17-0222.13, expiring 05/30/18, subjected to successful
verification test.
sok .(3,_�.�.-.
ish q 1.Chands,P.E.
Product Control Examiner
NOA No.17-1212.24
Expiration Date: May 30,2018
Approval Date: February 01,2018
E-3
THESE MULLIONS ARL RATED FOR LARGE MISSILE IMPACT p
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE y
ANCHOR/CLIP ANCHOR/CLIP COUNtt APPROVED•IMPACT AND NON-IMPACT PRODUCTS. c
GLAZING HORIZONTAL MULLION o p
PRODUCT 3 RECTANGULAR ALUMINUM TUBE MULLION
ANCHOR/CLIP HORIZONTAL MULLION USINGMULLION PROPERTIES ONLY n m 3 0
GLAZING
PRODUCT
+ N ; ENERAL NOTES:
N 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 4 Z
REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-5th Edd!on h 2017-6th Z
+ N Edllion)INCLUDING H04 VELOCITY HURRICANE ZONE(HVHZ). Z OZ q
MULLIONVERTICAL VERTICAL II 3 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE u= 2 O z $
MULLION APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD, WATER m a ! V
S'v INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. _ G jT
ZI 11 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, z �
gl = N INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. fd < I
GLAZING GLAZING GLAZING �id F_ GLAZING 3
PRODUCT PRODUCT PRODUCT a. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER j DO z S
ai 3 PRODUCT = LOADS TO THE STRUCTURE. a n z
5.ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.ANCHORS U i
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. V, 7
ANCHOR/CLI L 3 6 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE OETALS j Z ar
ARE NOT PART OF THIS APPROVAL. .y
7.A LOAD DURATION INCREASE IN AL,OWABLE STNESS 6 USED IN DESIGN OF
! WOOD ANCHORS ONLY. l�ll
�• d
w1 W2 W3 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWSx
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET J <
THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4. F U
MULLION SPAN MULLION SPAN V a ,
WI + W2 + W3
WIDTH (W) = 2 MULLION do CLIP NOTES
AOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
d OF !;% FOR DETAILS AND NOTES,
ANCHOR/CLIP ANCHOR/CLIP REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS f
HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET N R r 2 {
4 OF 10 FOR DETAILS AND NOTES. m o o `
GLAZING REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 4
PRODUCT ; 3. FOk CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS W W
MU
RLION 3 6, 7, 8. & 9 OF 10 FOR DETAILS AND NOTES. -
+ N REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS d S
Z
GLAZING GLAZING Oz a m
PRODUCT PRODUCT �� GLAZING GLAZING
PRODUCT PRODUCT of 3 3 u }
VERTICAL N F vlsec m o 1
ANCHOR/CLI MULLION _ Roulu
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ANCHOR/CLIP s, .ti► R.eak
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- - N W
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w1 + w2 WIDTH (W) = w1 + w2 i�N
2 z & ate
TYPICAL MULLION ARRANGEMENTS &
F
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2 X 4 TYPICAL 2.000 1.732 2.062 3h
F- 4.500--1 STD. TUBE
WINDOW FRAME 2.000 ;i,:- O z W
MULLION �i p Z v
2X MULLION CLIP T I I I V11 MO+x Z O O 0
606J-T6 .108J I 102 IL I�1-000+1 -��� X02 �L000-I .136 078 IL� a 6 O
6.000 F^1.062-1 1.188 -L062- 1.188 L 1-062 vi E
�•L• OPnoTN�L L 2 X 6 7 x 4 1 X 3 1 X 3 1 X 2 1 X 2 2 y I
STD. TUBE CUSTOM MULLION STOM M ION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION a D3 S
MULLION 6063-T6 6063-T6 6063-T6 6063-T6 6063-76 t F q
Ixx: 2.070 in4. Ixx: 1.000 ink Izx: 0.950 in Ixx: 0.370 in`. Ixx: 0.330 in: h
c L2.aoo� Sxx: 1.035 in' Sxx: 0.667 ins Sxx: 0.633 ins Sxx: 0.370 ins Sxx: 0.330 ins 3 a
(FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) z U
I STANDARD TUBULAR SHAPES I•�- •: y
I TYP.WALL 125'ALL I 2A�� A• = 3
DUCE REYIS(9 ((f O ¢ U
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ALLOY 6063-76 I-1.000 ,123 K K � W C
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GLAZING PRODUCT •n
.124 �L000 II f. J
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2.000 .123 2250 � �� L-1.0001 I-I
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6AW z
3.000
t25
4.500
1X MULLION CLIP 2000 3.000 aA00 4.000
606]-T6 L L-j
1 X 4 1 X 3 1 X 2
MULLIONS CONTAINING STD. TUBF MULLION STD. TUBE MULLION STD, TUBE MULLION d "'
L NOTCH C L TYPICAL GLAZING PRODUCTS 2 x 6 6063=6 6063-T6 6063-T6 N
OPTIONAL HORIZONTAL OR VERTICAL 2 X 4 Ixx: 2.070 in Ixx: 0.950 in Ixx: 0.330 in r r +
Sxx: 1.035 ins Sxx: 0.633 ins Sxx: 0.330 ins S
STD, TUBF MULLION STD, T B MULLION Y $ , N c
SEE WINDOW OR DOOR APPROVAL FOR 6065-T6 6063-T6 • s ra r M
FASTENERS SIZES AND SPACING • • c
Ixx: 8.280 in. Ixx: 2.980 ma. Fs .9 .2 2 i
Sxx: 2.760 ins Sxx: 1.490 ins
E I V U� •
CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS
MULL "L"
INSTRUCTIONS: USING MULLION PROPERTIES ONLY t ii i
USE CHARTS AND cawHs AS Follows. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
I X 2 1.688' AND CAN BE USED WITH ALL IAWSON�S MIAMI-DADE
1 X 3 2.688' STEP 1 DETERMINE DESIGN LOAD REOIxREO FOR PARTICULAR OPENING. w C>•••.•••••••••••y�
COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCT$.
NOTCH I X 4 3.688' S E 2 RUSE EGUIREME SD CIwZING PRODUCTS MEETING ABOV[LOAD V ;-. .• n, aL i
� =
OPTIONAL �••
2 X a3.686' STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT n�cc N
APPROVAL. NOTES: >. -': � MI Cc
.125 MIN. 2 X 6 5.688' STEP4 MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET _ II-
SPECIFY '
2.000 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. o`A AS• �:•��`' I
1. ALl CLIPS AND ANGLES ARE TO FR 5TFP WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY ORWH
ERE ANGLES ARE
6063-TS
63-6LIP AN
TUBE MULLIONS, SEE OPT ONAL FIT G �ON SHE�_i 9�SELECT ANCHOR TYPES ON R ET I TYPE WITH ANCHOR
H DESIGN RAINCHARTS HORIZONTALLY, a •. I,ss� O
STEP
3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION zat
�2A00� ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. 6
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PL / 55225
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•a• - No cho this.sheet
;.',yt•'. 8501 N.W. 90 5T.
Revised date fon the FBC-2014 LA WS ON MEDLEY. FLORIDA 33166
pl :52'15 ly LJS'I•IZ E I1vC.
C.Compuonce r/FRC 5th Ed�lion(2014) PH No. (305) 696-8660
D.Compibnce./FBC 6th Edition 20171 /MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS
N. ERAzO 04/27/10 ALUMINUM TUBE MULLIONS
n P.1:•'t��: N. ERA20 11/o1/1/ UNREINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES
`V'••••••••p` �� AMw.w L.w4 d.Wr: /n1u.f R./•nti.MnM: OrMN MunM: dNN:
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Z g zrn
2X MULLION CLIP T I T
6063-T6 .1�J 102 .156J I 102
A 2 X 6 I462 I�LG62 1 X 3 1.169 U I
I--\- NOTCH 'L' \ 64� T T 1 % 4 1 X 4 STD. TUBE MULLION 1 X 3 Y
606J-T6 Z
�•L• OPTIONAL M I N STD. T IB�F M41LLIGN 1 X 3 CUSTOM M I L ION z
CUSTOS}M 6LION 6063-T6 .CUSTOM MULLION 6063-TG j DO C
6063-T6 F vJ
.4 Ixx: 2.168 in! - .a
Ixx: 4.709 ink Ixx: 4.709 in Ixx: 2.168 In. y Ixx: 2.218 In. 0r z
.3 y
Sxx: 1.445 In. Sxx: 1.479 in� � a E
Sxx: 2.355 i Sxx: 2.355 In. Sxx: 1.445 .n.
I--2.000--1 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) o 4 Z W
STANDARD - ULA'R.125'SHAPES � �I N
ALL WALL 6 .125•ALL I 1.580 I ¢ O
ALLOY 6063-T6 I ox
.750 I TYPICAL 67 U
GLAZING PRODUCT j 6.
L, � 3
.180 2.000 E U V
1-000
2.000 .123 2.250 I t-1-625-1
x.000 � y
I z �6-000 01:S.M.S.
4.500 012.O.C. 4-000 .125
1X MULLION CLIP 3.000 x.000 3b25
6063-T6L FRODUC T 9HV�P6Tfl� m F
MULLIONS CONTAINING LAw gC i4 alc d W W
TYPICAL GLAZING PRODUCTS C4xs.a hxeplA.aNa !7-;z12.zy
NOTCH C SyIin64r DAT, K I
OPTIONAL HORIZONTAL OR VERTICAL I
w�� N S
o! SEE WINDOW OR DOOR APPROVAL FOR
o FASTENERS SIZES AND SPACING STD. TUBE MULLION STD. TUBE MULLION t x O0 0
6063-T6 6063-T6 .5
f� Ixx:19.648 in Im 7.649 in
•L•' \ CLIP LENGTH Sxx: 6.549 in3 Sxx: 3.825 in� c ci c
--
RECTANGULAR All TUBE MULLION
INSTRUCTIONS:
PULL "L" USING MULLION PROPERTIES ON v I
i USE CHARTS AND GRAPHS AS FOLLOWS.
1 X 2 1.688"
STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTCUUR OPENING. THFSF MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
1 X 3 2.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-GAGE `w t ;• y�4
STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COJNTY APPROVED IMPACT AND NON-IMPACT PRODUCT$, yZa�<3' m M'
_NCTCN 1 X 4 3.688" REOUIREMENTS. Oy L;�.'TV q Q O_:• I
OPTIONAL STEP USE CONNECTION TO MULLION AS PER PRODUCT N T �'�'� IQj
n W CC
2.X 4 3.688' APPROVAL. O ES: w F
-�
zs ww. 2 X 61 5.688' STEP 4 SPECIFY MAxmuu SHIM SPACING. REFER TO THE GENERAL NOTES ON SHEET
2-000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. <c
L 1. AL_ CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 1 , N
SNUG 'NTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR �Fa 2
ANGLE CUP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THau 9 AND ANCHOR CHARTS HORIZONTALLY.
a r,• r^••,i�, I
6063-T6 INTO TUBE MULLIONS. SEE OPTIONAL STEP 6ON SHEET 9.SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLIONIT I
-2-000--I ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. a
0
STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS
Width w MULLSPAN 1X3 1 X 4 2 X 4 2 X 6 Width w MULL SPAN 1X3 1 X 4 2 X 4 2 X 6 Width w) MULLSPAN 1X3 1X4 2 X 4 2X6 n
18 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 18 44.0 95.7 150.0 150.0 o z
24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 0 o a
30 150.0 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0 30 26.4 57A 93.2 150.0 �°e y z
36 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150.0 36 22.0 47.8 77.7 150.0
42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42
18.9 41.0 68.8 150.0
48 38-318" 150.0 150.0 150.0 150.0 48 74-1/4" 69 7 150.0 150.0 150.0 48 120" c
18.5 35.9 58.3 149.7 c n 2
54 150.0 150 0 150.0 150.0 54 62.0 134.6 150.0 150.0 54 31.8 51.8 133.1 0 <
60 150.0 150.0 150.0 1 150.0 60 55.8 1 121.2 150.0 150.0 60 28.7 46.6 119.8 3 4 y rn F
66 150.0 150.0 150.0 150.0 66 50.7 110.1 150.0 150.0 66 28.1 42.4 108.9 = i o y
a
72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150.0 72 23.9 38.9 99.8 0 2 u
78 150.0 150.0 150.0 150.0 78 42.9 1 93.2 150.0 150.0 78 22.1 35.9 92.1 m i a -1 o
18 150.0 150.0 150.0 150.0 18 128.4 150.0 150.0 150.0 18 33.1 71.9 116.8 150.0 ' S 7
24 150.0 150.0 150.0 150.0 1 24 96.3 150.0 150.0 150.0 24 24.853.9 87.6 150.0 2 = N
30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 W a =
36 150.0 150.0 150.0 150.0 36 64.2 139.5 150.0 150.0 36 16.5 35.9 58.4 150.0
42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 30.8 50.0 128.5 F v
48 50-5/8" 150.0 150.0 150.0 150.0 48 84" 48.2 104.6 150.0 150.0 48 132" 27.0 43.8 112.5 j o
54 150.0 150.0 150.0 150.0 54 42A 93.0 150 0 150.0 54 24.0 38.9 100.0 �
60 150.0 150.0 150.0 150.0 60 38.5 83.7 135.9 150.0 60 21.6 35.0 90.0 0 0 z
66 147.7 150.0 150.0 150.0 66 35.0 76.1 123.6 150.0 6619.6 31.8 81.8 a o
72 135.3 150.0 150.0 150.0 72 32.1 69.7 113 3 150.0 72 18.0 29.2 75.0 (n c
78 124.9 150.0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 16.6 26.9 69.2 W
18 150.0 150.0 150.0 150.0 18 86.0 150.0 150.0 150.0 18 25.5 55.4 89.9 150.0 a j m
24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 19.1 41.5 67.5 150.0 F F
30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 30 15.3 33.2 54.0 138.6 (n c
36 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 - 27.7 45.0 115 5 ] 2
42 150.0 150.0 150.0 150.0 42 36.9 80.1 130.1 150.0 42 23.7 38.5 99.0 o
48 57" 150.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 48 144" 20.8 33.7 86.6 ►�1 ? a
54 137.0 150.0 150.0 150 0 64 26.7 62.3 101.2 150.0 54 18.5 30.0 77.0
60 123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 16.6 27.0 69 3 d`
66 112.1 150.0 160.0 150.0 66 23.5 51.0 82.8 150.0 66 15.1 24.5 63.0
72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 22.5 57.8 N
78 94.8 150.0 1-667-- 150.0 78 19.9 43.1 70.0 150.0 78 20.8 53.3 R & �
18 150.0 150.0 150.0 150.0 16 60.4 131.2 150.0 150.0 16 22.6 49.0 79.6 150.0
24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 16.9 36.7 59.7 150.0 sl W W a
30 150.0 15D.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 - 29A 47.7 122.6 �
36 150.0 150.0 150.0 150.0 36 30.2 65.6 106.6 150.0 36 24.5 39.6 102.2 m
42 130.5 150.0 150.0 150.0 42 25 9 56.2 91.4 150.0 42 21.0 34.1 67.6
48 63" 114.2 150.0 150.0 150.0 48 1081• 22.7 49 2 1 79.9 150.0 48 150" 18.4 29.8 76.6
64 101.5 1500 150.0 150.0 F 54 20.1 43.7 71.1 150.0 54 18.3 26.5 68.1
60 91.3 150.0 150.0 150.0 6018.1 39.4 64.0 150.0 60 23.9 61.3 i r' ° o
66 83.0 150.0 150.0 150.0 66 18.5 35.8 58.1 147.0 66 21.7 55.7
72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 19.9 51.1 5 c
78 70.2 131.4 150.0 150.0 78 30.3 49.2 124.4 78 18.4 47.2
HORIZONTAL MULLION
='cuzlNc _ TYPICAL MULLION ARRANGEMENTS ts�!
VERTICAL PRODUCT 3 m ` r..g y? 're
MULLION
MULLION ARCHES TD BE INSCRIBED Olin -•.N/Il��
z INSIDE RECTANGULAR SHAPE �UCf qEy� o a. ••iK7.
pb
O z NOTE
UK pyp16 m m l�Lr- b:o}
GLAZING GLAZING J<
-'••""6 eOde Y' `:� �„ Q
PRODUCT PRODUCT -� MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED g�Ne 17-IZ12
cuzNc cuzlNc 3 VERTICALLY OR HORIZONTALLY. 8i°°mg =� p:
n
PRODUCT PRODUCT �
(INTERPOLATION BETWEEN WIDTHS ALLOWED) �� 0
S
W1 + W2 °• J
wi w2 WIDTH (W) _
_ MULLION SPAN � 2
0
MIN. EDGE DIST.
5/16'TAPCONS 5/16'TAPCONS 2-3/1.6" CONCRETE OR h ..
1 1/4" MIN. 1-1/2'MIN.WOOD PENETRATION 1-1/2•MIN.WOOD PENETRATION 4" OLLOW B�CK
EDGE DIST. 2 PER CUP(1 ON EACH WING) 1 PER ANGLE 5/16'TAPCONS 5/15'TAPCONS C
1-3/4•MIN. EMBED I4N�1 .
'-J/t MIN.EMBED INTO MASONRY p Q W
3/4" 4 PER CUP(2 O 2 PER ANGLE O
MIN. r1 m TTI
n .• I n� Cu-_2 7/16"Lr -J 1%FLOATING CLIP IIf2 X 2 % 1/B QII II ALUM ANGLE x MIN. 1i L2 x Y 1 8" F Erf2 /2 BY I I U U OATING CUP I I AL'JN ANCL£ m
\ 1 I WOOD BUCK 1 I ; �____-___--__ . 1 WOOD BULK I I U U_ � C
A.
3/4" MIN. 5/16.TAPCONS ANCHORS TYPE 'D' (INTO BLOCK) z �, `
EDGE DIST. 1_./p'NLN.woOD1PPER LN ANCHORS TYPE 'G' (INTO CONCRE'E) j z ?
ALL CLIPS AND ANGLES 70 FIT SNUG 4 ANCHORS THRU 1X BJCK
INTO CONCRETE OR BLOCK
N INTO TUBE MULLIONS. 1"x4" do 2"%4" MU-1-
Z
C Q
TAPCONS MAY BE HEX OR FLAT HEAD. ac
rat a
.,I I' _ a
MIN. EDGE DIST.
1 i I, 11 -3/16" CONCRETE OR 2
1 1 11 I I 4" HOLLOW BLO K 5/16'TAPCONS 5/16'TAPCONS V 2 Q
1 1 II II 1-J/4•MIN,EMBED INTO MASONRY 1-3/4"MIN.EMBED INTO MASONRY �1
'1 1 II 11 2 PER CLIP�1 ON EACH WING) 1 PER ANGLE j
2 BY II II 2%2 X 1/6- Z
,f_________1 WOOD BUCK U u ALUM ANGLE -
i ALL CUPS AND ANGLES TO FIT SNUG
ALTERNATE INTO TUBE MULLIONS. • r -
ANCHOR LOCATION TAPCONS MAY 8E HEX OR FIAT HEAD.
Jl
ANCHORS TYPE 'A' n II N W 'a
2 ANCHORS INTO WOOD a II 1 i
j1 II _
xp q u I I
CKlay 1x FLOATING CLIP ii II ALUM ANGLE
WOOD BUCK 1 I
5/16'TAPCONS 5/t 6•TAPCONS I I I I 1 • A K
1 1 4' MIN. 1-1/2"MIN.WOOD PENETRATION 1-1/2'MIN.WOOD PENETRATION 1 I I I I 1 y 5e5 m
E GE DI T. 4 PER CLIP(2 ON EACH WING) 2 PER ANGLE I I i _ q
ANCHORS TYPE 'C' (INTO BLOCK) o
ANCHORS TYPE 'F' (INTO CONCRETE)
n1 ^11•
• 2 ANCHORS THRU IX BUCK
INTO CONCRETE OR BLOCK
Z Kx
1 1/4" MI n ii n 11 1 1 (0(--�0
x
11 11 N
N4�
Q It_ll jl II 2%2% 1/8" I 1 1'ROYUC( �" VlJ
m FLOATING CUP I I ALUM ANGLE 1 OO�POT.L WMr*. '•:V O
2 BY I I U U -
I
WOOD SUCK I 1 1 I 1 1 bWA1a{Cs4 �1.f1/4oV y N
I 1 1 ' <clpheXeN.)�-�Zr2.2y N /
I
o
ANCHORS TYPE 'B' ALTERNATE
F
4 ANCIORS INTO WOOD ANCHOR LOGTION In
5/16•TAPCONS Y
MIN. DGE DIST. 1-3/4"MIN. EMBED INTO MASONRY MIN. EDGE DIST. y
2 PER CUP(1 ON EACH WING) 5/16•TAPCONS 2-3/ TE OR 5/16 TAPCONS
2-3 OR 1-3 4•WIN. EMBED INTO MASONRY I-3 4"MIN.EMBED INTO"-SON 5INTO TAPCONS C
/ 4" OLLOW BL CK / 1-3/4'MIN.EMBED INTO MASONRY
4 HOLLO LO K 3 1/4* 1 PER ANGLE 4 PER CLIP(2 ON EACH WING) 2 PER ANLL wt0 C4
MIN. 4" n m y z
a A- i
MIN _ .. n 3 e 2
• r7 - • I 1 • v rn< V C r<
L 1 O C C 2
�o� x W
L 4v v
• 1 ` Z> Tn z
II II II 1 gm,
II II .-J Z Z11li II h W x CO
CONCRETE CR I I 11 IC - 2 2IL-JI CEMENT BLOCK 11 II < CONCRETE ORm1 a ..1CONCRETE OR ._. I II 2 X 2 X 1/B• 2 CEMENT BLOCK 11 II -46O________CEMENT BLOCK tl II ALUM ANGLE I -_ 2 L 2 K 1/B' ELOATING CLIP U U RdTINc CUALUM ANGLEi 2 p
2 7 16 i i i k W Z =IMIN. I 1 , a E-
MUL N. MULL ®� R "7 Z
Pi
Il
ANCHORS TYPE 'C' TO BLO K ANCHORS TYPE 'D' (INTO BLOCK) 0 O a F
ANCHORS TYPE 'F' INTO ONCR T ANCHORS TYPE 'O' (TNTC CONCRETES a a
1 2 ANCHORS INTO CONCRETE OR CEMEN LOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK
1 i 1"K4" & 2"K4" MULL
r----------+ x
I 1 ALTERNATE MULL ^W U L
I I ANCHOR LOCATION x Z
MULL 4
1 I I I 1 I
1 1 1 1 1 I I I
1 I I 1 X 1 I 1 1
1�--'------1 1 I
Ll" FLOAnNG CLIP
CNCRETCEMENT
" , I •? is�• ••. I• � • 1
T. -
/- '5/16'TAPCONS vI-3/4.41N.EMBED , •INTO •NRY jp2 PER CUP
(1 ON EACH WING) 5/16• CONS
I 1 /12 SMS 1-3/s'MIN.EMBED INTO RY m [.i C•
1 1 I i 2 PER ANGLE 4 PER CLIP(2 ON EACH WI I
I I 1
'
1 >xxQ
1 1 11 11 II 3 .,`t�,4:Si1t*'I•afP° I
I II <¢ rD6DLCf AEVt&6+D m q�_ ?'-, .. •'/ �,i''i
�� ALL CLIPS AND ANGLES TO FIT SNUG +vilY r4 fN"•M4 o Z
INTO TUBE MULLIONS. APaNp f7-121?.2u mm G .ri N p•• !' ;
TAPCONS MAY BE HEX OR FLAT HEAD. Date W tL 1
le
11
aCLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
• n 1 WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR N o�L��••.• ``y I I
WATER-WHITE METHACRYLATE LACQUER.
5/16'IAPCONS 1-3/4•MIN.EMBED o. °°°1jhf1 ItLAI,,i` =11
INTO MASONRY - 1 PER ANGLE < j
D
13/16"
N. EDGE DIST. MIN. EDGE DIST.
CONCRETE OR 2-3/16- CONCRETE OR 6
OLLOW BLD K 3-3/4' s/16'TAPCONS 4' HOLLOW BLO K 3-3/4" 5/16'TAPCONSMIN. 1-3/4'MIN. EMBED INTO MASONRY I�•-�— MIN. —1-3/4-MIN. EMBED INTO MSO O4 PER CLIP(2 ON EACH WING) • PER CLIP(2 ON EACH WIN O Fz < ?u y O
m y z
CLIP LENGTH I MULL "L. + o o
x i 2 X 4 3.688' 1 - y
sZ 2 X 6 5.688' a = = c o p z
tN 1 x i O
\ I i c
' i 1 ICY i mi a ! J S
+ 1 2x6 NULL 5/16'TAPCONS N + W000 BUCK < I
( '_3/4 MIN.EMBED INTO MASONRY \ ; 2x6 MULL J a 2
i ♦PER CUP(2 ON F/ TAPCONS 1CN WING) 5/16'
j 1-3/i MIN.EMBED INTO MASONRY �, I
0
`j a
' I 1 3/4' 4 PER CUP(2 ON EACH WING) = Cs7 p =
MIN. r--------------'--- ----------- 1 3/4- � E,
3/4
MIN.
I ' S
v J
e Z Z
J
h
O 2x6 M
2x6 MULL
CLIP LEN H 2X6 MULL ¢ F
-
--- n
MULL
v ---------- w j v
`a 2 X ' G --------- v t
\z 3.688\z
^f 6 5.688' z j u
----------- 7-1
••- -
O ----------- - n t
3-3/4" -
r « p(
MIN. � t •• � .Q .`4
ANCHORS TYPE 'E' (INTO BLOCK)
5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG - w 3
INTO TUBE MULLIONS. A H R TYPE 'H' INT CONCRETE)
ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. WOOD Bua Y
4 ANCHORS THRU 1X BUCK
ANCHORS TYPE 'H' ( NTO CONCRETE) S OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE OR BLOCK
ANCHORS INTO CONCRETE of BLOCK
ITH ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR 2'X6- MULL SHOWN g m
2'X6- MULL SHOWN WATER-WHITE METHACRYLATE LACOUER.
' Li
c
Ra rR �'D PVH o+'`•'
5�euheX CPd. Al°M'
m m n ."BEd t0 It. 6
co 0
it
N.
z
oma �
C41�tiM1 F d d'
'q� ♦ I
A
MIN. EDGE DIST. 5/16-TAPCONS
2-3/16" CONCRETE OR 1-3/a"MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH y
4" HOLLOW BLOCK a TOTAL(2 ON EACH WANG) MIN.
MULL 'L" oo In
1 X 2 1688' m$ c F_
nZ - \Zem y O
• I - I - ••i- - - 1 n l X 3 2.688• $o0 3 z c
1 X 4 3.688' vii<m o
o � o
2-X 4 3.688' m ocN 2 z o
i _ i ii ii 2X6 5.688' 3i y v
2
MIN. 1 I I I I 1. ALL CLIPS AND ANGLES ARE TO FIT Z 1Y.1 0 o N e
2va o•2x6 4ull I I I I
J 2 ,'Z.,
I I 1 1 SNUG INTO TUBE MULLIONS. C -
1 I I I I 2 x 2 x 1/a" m u= ? O ! O
L_____________J L: LJ ALUM AND
2. WHERE ANGLES ARE NOT FIT SNUG
I I INTO TUBE MULLIONS, SEE OPTIONAL m a
I i ANCHOR DETAIL AT SHEET 9 OF 10. Z a
- 2 In s
w
Z 0<
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED *CHAIINrLTUIIE1NTUBE MULLION V € 3
WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER-WHITE METHACRYLATE IACOUER. F 6•
------- �1 e z y
MIN. EDGE DIST. --------
MIN.
CONCRETE OR ® m
a" HOLLOW BL K r q I^ O a
/12 F.H. `J�u'
2/
N
1/8"R11CN ALIAI C �LENGTH TO FlINTO TUBE MULLIONTUBES MAY BE NOTCHED I O
• T CUOWN PPANTO ALLOW INSTALLATIONI , U i
CAULK JOINT AFTER ASSEMBLY
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES WHERE ANGLES iN §
ARE NOT FIT SNUG INTO TUBE N i
\�S5 /Ia FH SMS
2 PER CLIP
MULLIONS. 2 I i i i ACCESS HOLE 1-1/2'O.C.MN F
I 1 ?.
1 I 5/8"(2j 1 1 _____ _
L_ ___________ _J
c
5/16'fAPCONS /ls SMS 1 }"
1-3/4"MIN.EMBED INTO MASONRY 4 PER ANGLE
2 PER ANGLE I I
1 __ _;
• 2%2 x 1/8' i e M m
' ALUM ANGLE THIS SCREW CAN BE I T
O INSTALLED IN EITHER I /2 FH SMS
' DIRECTION 1 1 2 PER CUP
I I I"O.C.MM. I 1 S C
u
w c
� 1 I I a 2 t
. I
• _ ___7------ 3� ' o a 'r
• 'd 1-3/4"x 2-x 1/8'(FOR 20Y TUBE) "RUCTYgy,� a c 1
p\j ? 3/4"x 2"x 1/8-FOR(18Y TUBE) �*8-*IK ply
I ALUM ANGLE &-kaAy O'yA
• n CUT TO FR SNUG INSIDE TUBE r+,erENlyLti 1V�I ZTZ Z•L � 4 olslfttritol/E
, es
+
• �h 7 ` % •Uti
...-. I
• _- ___J_-__-_ ` j
ANCHORS TYPE I' m .+'A`'
• METAL TO METAL CONNECTION , C'40 N •••\O
USE CHARTS FOR ANCHOR TYPE 'I'TO VERIFY CAPACITY OF CONNECTION vl�•��2 04 adC.
3-3/4" ALL CUPS AND ANGLES TO FIT SNUG
MIN, INTO TUBE MULLIONS.
OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. a �• 3 _,:' f
ANCHORS INTO CONCRETE OR CEMENT BLOCK a
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