HomeMy WebLinkAboutProduct Approval (3) I
MIAMI—DADE MIAIVII-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
(CL+' QA www.miamidade.gov/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.L
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
.Acceptance mberqnd expirntinn efign byflip Miami-DadeProduct Control Section.
SIZE IMPACT RATING: Large and Small Missile Im act Renis
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 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 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 I. Chanda,P.E.
rnnrvase couNrY NOA No.17-1212.24
a
•. Expiration Date: May 30,2018
Approval Date: February 01,2018
1 Page 1
r
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
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-NIL-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-Sella,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)
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.FT1-1376, dated 01/31/96,
signed and sealed by Gilbert Diamond,P.E.(Submitted under NDA No. 95-1212.09)
7. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked-up drawings and installation diagram of two aluminum horizontal sliding
windows mulled at top with a 90"span mullion and a 45"high fixed window on top,prepared
by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383,dated 02/13/96, signed
and sealed by Gilbert Diamond,P.E.(Submitted under NOA No. 95-12112)f / (\
Ish q i.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 5"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. 12-012 7.07)
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 NOA No. 02-0501.05)
4. 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)
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(6th 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(611 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.
bh q I.Chanda,P.E.
Product Control Examiner
NOA No.17-1212.24
Expiration Date: May 30,2018
Approval Date: February 01,2018
E-3
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE h '
ANCHOR/CLIP ANCHOR/CLIPCOUNTY APPROVED-IMPACT AND NON-IMPACT PRODUCTS. c
GLAZING
0
HORIZONTAL MUlL10N o
PRODUCT 3 RECTANGULAR ALUMINUM TUBE MULLIONS ; h
ANCHOR/CLIP HORIZONTAL MULLION TP
LAZING USING MULLION PROPERTIES ONLY F n y
3 N RODUCTENERAL NOTES: W
' , w 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 4 e Z
�.• ! ,i 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-5N Ed;tim& 2017-6th =y R <
VERTICAL` VERTICAL II + N Edition)INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). c c= z -
2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE N w= Z O z o
ra
MULLION MULLION 3 APPLICABLE FLORIDA SLOG. CODE REOUIREMENTS LE:WIND LOAD, WATER o�o_ ! .] V o
3 INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. I O
z II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS. 2 <
GLAZING GLAZING GLAZING Q r GLAZING ; INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. W k
PRODUCT PRODUCT PRODUCT 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER a S
--
3 w 3 PRODUCT v LOADS TO THE STRUCTURE. t F
5.ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.ANCHORS U �• w
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. V. <z I
ANCHOR/CLI L 3 J 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL. Qv Gt1' 1
i 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
I
J
WOOD ANCHORS ONLY.W1I MULLION SPAN W3 MULLION SPAN1
8. MATERIALS INCLUDING BUT N07 LIMITED TO STEEL OR METAL SCREWS. w
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET V I
THE REOUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4. ,Ie
{
WIDTH (W) = WI + W2 + W3 MULLION & CLIP NOTES
2
'OR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
3 OF 10 FOR DETAILS AND NOTES.
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 SHEETf' � q 4 OF 10 FOR DETAILS AND NOTES. N Q R E
GLAZING REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS s '
IF VERTICAL PRODUCT 3 N 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS t '�
' `, 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. = I
MULLION + + REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS 5�
GLAZING GLAZING <
PRODUCT PRODUCT an GLAZINJG ' GLAZING II ; .4 € z z !i
PRODUPRODUCT o f 3
VERTICAN
ANCHOR/CLI MULLION m x PRODUCrlu
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p c PblaL with the F6.khkkT
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W W1 MULLION SPAN W2 Pia/�t °o"H�:�'' C4
WIDTH (W) = 2 C.
{ TYPICAL MULLION ARRANGEMENTS '�-• Q rI
a
0
Ib90
125 Ib
h
.062 1.500
. -
.156 TYP -- � .125
3.000 1.500 h b ! y o
1.605 .000 3-000 .115 1.732 1-062 .125 o IO C11 WO o
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3.000 3.062 3.000 .115 I a 0'n Z -� •
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2 X 4 TYPICAL 2.000 1.732 2.062
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MULLION o o z C z O
2X MULLION CLIP Z
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6067-T6 .IBBr 102 FL� LLow�•I .156 I 102 IL �I.000J 156r
NOTCH 'L' \ 6.000 1.1.062-i 1.188 4-1.062-•I 1.188 �1A62+1 i Z
�'L' OPTIoNAL 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 �' [r3 O s
STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION �3 3
MULLION 606}-i6 6067-T6 6063-i6 6063-T6 5063-T6 t Ems., a
Ixx: 2.070 in Ixx: 1.000 in Ixx: 0.950 in Ixx: 0.370 in Ixx: 0.330 in In
_ I Sxx: 1.035 ins Sxx: 0.667 ins Sxx: 0.633 ins Sxx: 0.370 ins Sxx: 0.330 in� //���I
4•-2AD0� (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) 0 Z u
I STANDARD TUBULAR SHAPES 2.000 IL
3
I TTP.WALL .125'ALL DUCE REVIB[9 IVT�I N O •� U
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ALLOY 6063-T6 11 1 125 wiN fib Fill"u a d w C p
0 TYPICAL 1 GLAZING PRDDUCT 6 a01 -(ZLZ�ZZ{ j
.123 F^1.DOD-I Llh�..�� rj � i
.125 S
1-000 �2A00�
CAied Z
2.000 .125 2256 _ _ 1.000-I
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2000
3.500
n r
1X MULLION CLIP z.0oo 3.606 3.066 3-000
6063-T6
MULLIONS CONTAINING STD. TUBE MULLION STD. TUBE MULLION STD. TUBE MULLION '• .i. "' "'_ +
NOTCH .L.� TYPICAL GLAZING PRODUCTS 6053-TG 6061-T6 6063-T6 c c m n
\ OPTIONALC HORIZONTAL OR VERTICAL 2 X 6 2 X 4 Ixx: 2.070 in Ixx: 0j L .950 in. xx: 0.330 in`. i $
STD. TUBE MULLION Sxx: 1.035 ins Sxx: 0.633 ins Sxx: 0.330 ins N
STD. TUBE MULLION
• SEE WINDOW OR DOOR APPROVAL FOR 6063-76 6063-T0 m of
FASTENERS SIZES AND SPACING
• Ixx: 8.280 in. Ixx: 2.980 in g i .`9 .`9 = z
Sxx: 2.760 ins Sxx: 1.490 in
u fa a j
_ , d u_)J
CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS :ku
MULL "L"
INSTRUCTIONS: USING MULLION PROPERTIES ONLY
!1T�6Fi1s
1 X 2 1.688'
USE CHARTS AND GRAPHS AS FOLLOWS. THAESE ND MULLIONNS ARE RATED USED W TH ALLO LA RGE MISSILE-
W DADE IMPACT Sl c,
0CAN oA
1 X 3 2.668' +STEP 1 DETERMINE DESIGN LOREO xRED FOR PARTICULAR oPEruNc. COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. ems G1�
STEP 2 USE APPROVED C1A21NG PRODUCTS MEETING ABOVE LOAD V (`S~� •'LL, A• �
NOTCH 1 X 4 3.688' REOUIREMENTS.
OPTIONAL p:OPTIONALI 2 X 4 3.688' CONNECTIONAa I
USE TO MULLION AS PER PRODUCT NOTES• ry W CC'- 1
v+ r
.125 41N. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET
2-000 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. m�G• �t`Gu�'"` II
L 1. ALL CLIPS AND ANGLES ARE TO IT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR s
ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. se
6063-T6 INTO TUBE MULLIONS, SEE OPTIONALSTEP 6 ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RAnNc }. REFER TO SHEEP 1 OF 10 FOR TYPICAL MULLION �' '•A1 �Ls1
I-- SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS.
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8501
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PROFFS ONAL ENGINEER - OIVO O)
FL I C. ;� 55225
T AWS,
L N.W. 90 ST.
' •B• - R-i ed dote for the FBC-2014MEDLEY, FLORIDA 33166
FI y5225 N VS'1'R E N PH No. (305) 696-8660
- C. Compfwnc!r,/f8[ Stn Edaion(201�)
" 7.Compiionca w/ 9C 6tn Edition(2017) MANUFACTURER OF QUAL/TY ALUM/NUM WINDOWS AND GLASS DOORS
x, eRAzoo�i zz to ALUMINUM TUBE MULLIONS
~ N. ERAZO a.).u%o%r UNREINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES
�FS•........��t"`yam
DATE 1 `t "'
LAW-ML-1001 3 of Io c
1.690
A25 1.00J
.062 b88 �� I '3l2 IA00 V
J I 1.300 In rn
.156 TTP. __ .125 D62 .123 .688 0: qF'
T .123 b O Z T
3000 n S y < FF
L105 1.000 .113 1.732 n o z o
1.000 2 X 4 1.000 7.625 3.000 3•.688 3.000 �3.062 �C N ? V o
3 4 n e z
T TY
MULLION TYPIUL
1.500 ---•i WINDOW FRAME
IZMJI �z p Z
2X MULLION CLIP IBer �1A00-I m 2 IL O S
6063-T6 t02 102 .] M
L1A62� 1 X 3 1.188
/ NOTCH •L" 6.000 T 1 X 4 1 X q STD. TUBE MULLION 1 X 3 ?
�•L• OPTIONAL MULLION STO. TUBE MULLION 1 X 3 6053-�G CUSTOM M I I ION •r z
CUSTOM MULLION ira
6063-T6 6063-T6 CUSTOM MULLION ��-T6 V a
606]-T6
.1 1 Ixx: 2.168 IA 1
Ixx; 4.709 In. Ixx: 4.709 in. Ixx: 2.tfi8 in Ixx: 2.218 in. � z,
3 3 Sxx: 1.445 in3 3 0. o
0 o Sxx: 2.355 in. Sxx: 2.355 in. Sxx" 1.445 in3 Sxx: 1.479 in. J
12.000--1 (FIANCE FRAME) (FLANGE FRAME) (FIN FRAME) O
STANGARD TUBULAR SHAPES
TYP.WALL- .125'ALL H1�2.000- C J y
ALLOY- 6063-T6 I 1.580 I �/'� a RC1
750 �I v D U
TYPICAL
GLAZING PRODUCTco
L,
F12,��
2 000 E e
1.000 II--
2.000 .125 2250
_J. I.Oao � 2
I I.
I 6.000- 1.300 1.000 .1231XMULLIONCLIP3.000 1.000 3.623 '.' (v6063-T6 MULLIONS CONTAININNOTCH CTYPICAL GLAZING PRODUCTS . SxrptaWctaNeO,LZ1?'Zy a
- �8
OPTIONAL HORIZONTAL OR VERTICAL
-1-�CtiYHI. o
SEE WINDOW OR DOOR APPROVAL FOR 2 X fi 2 X 4 A A
It
i o m r
FASTENERS SIZES AND SPACING STD. TUBE MULLION STD, TUBE MULLION " z xi
6063-T6 6063-T6 >
a n
Ixx:19.648 int. Ixx: 7.649 ink f g ; 1 I
CLIP LENGTH Sxx: 6.549 in3 Sxx: 3.825 in3
RECTANGULAR ALUMINUM TUBE MULLION �< � p
NULL
INSTRUCTIONS:
"!," USING MULLION PROPERTIES ONLY
USE CHARTS AND GRAPHS AS FOLLOWS. 'r 7llr`<
1 % 2 1.688' THESE VULLIONS ARE RATED FOR LARGE MISSILE IMPACT s y>�t J .•'°" � /'
STEP 1 DETERMINE DESIGN LOAD REOUIRED FOR PARTICULAR OPENING.
1 X 3 2.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DARE
STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS, x'Z M' a!'••
NOTCH 1 X 4 3.688' REQUIREMENTS. ytv
OPTIONAL STFP USE CONNECTION TO MULLION AS PER PRODUCT A vii al Q
2.X 4 3.666' S E 3 APPROVAL.
.123 MIN. 2 X 6 5.686' STEP 4 SPECIFY MAXIMUM SHIM SPACING. - t. REFER TO THE GENERAL NOTES ON SHEET
p v•
2.000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE.
1. ALL CLIPS AND ANGLES ARE TO FIT STEP WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED �i
2. MULLIONS MAY BE ORIENTED VERTICALLY OR
SNUG INTO TUBE MUWONS. IN STEP 1 ABOVE. la .tV j I
2. WHERE ANGLES ARE NOT FIT SNUG HORIZONTALLY.
ANGLE CLIP USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS i E p•°YI> I
I
S063-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
1 2.000--1 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS.
D
STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS
Width(w) MULLSPAN 1X3 1 X 4 2 X 4 1 2 X 6 Width w M_ULLSPAN 1X3 1 X 4 2 X 4 2 X 6 Width w) MULL SPAN 1X3 1X4 2 X 4 1 2 X 6 y '
18 150.0 1 150.0 150.0 150.0 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 57.4 93.2 150.0 e y <a'
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 ^ w
Ci y
42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 H<.1
a r
48 38-318. 150.0 150.0 150.0 150.0 48 744/4" 69.7 150.0 150.0 150.0 48 120" 16.5 35.9 58.3 149.7 10 p z 0
64 150.0 150.0 150.0 150.0 54 62.0 134.6 150.0 150.0 64 31.9 51.8 133.1 .9a o <
80 150.0 150.0 150.0 150.0 60 55.8 121.2 150.0 150.0 60 28.7 48.8 119.8 k 3
66 150.0 150.0 150.0 150.0 66 50.7 110.1 150.0 150.0 6628.1 42.4 108.9 = z0 o Z <
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 0 2 O
78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 78 22.1 35.9 92.1
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 !1115
24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 Z s
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 D m 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 a/8" 150.0 150.0 150.0 150.0 48 84" 48.2 104.8 150.0 150.0 48 132" 27.0 43.8 1 112.5 U
54 150.0 150.0 150.0 150.0 54 42.8 93.0 150.0 150.0 64 24.0 38.9 100.0 rte~N e Z
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 v z
66 147.7 150.0 150.0 150.0 66 35.0 76.1 123.6 150.0 66 19.6 31.8 81.8 o EEE
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 a a
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 C
18 150.0 150.0 150.0 150.0 18 86.0 150.0150.0 150.0 18 25.5 55.4 89.9 150.0 a j w
24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 19.1 41.5 87.5 150.0 [. F
30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 30 15.3 33.2 54.0 136.6 (� 4
96 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 - 27.7 45.0 115.5 ] Z u
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 Q 0
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 z z
54 137.0 150.0 150.0 150.0 64 28.7- 62.3 101.2 150.0 54 - 18.5 30.0 77.0
60 123.3 15D.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 16.6 27.0 69.3
66 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 66 15.1 24.5 63.0 e
72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 22.5 57.8 R R
78 150.0 1 150.0 78 19.9 43.1 70.0 150.0 78 20.8 53.3 os
18 150.0 150.0 150.0 150.0 18 80.4 131.2 150.0 150.0 18 22.6 49.0 79.6 150.0 W 3�
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 f W $
30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 29.4 47.7 122.6 " r
m
36 150.0 150.0 150.0 150.0 36 30.2 85.8 108.6 150.0 36 24.5 39.8 102.2 JET'
42 130.5 150.0 150.0 150.0 42 42 „ N
48 63" 25.9 56.2 91.4 150.0 21.0 34.1 87.8 S
114.2 150.0 150.0 150.0 48 108" 22.7 49.2 79.9 150.0 150 18.4 29.8 76.6 F a e e m m$
54 101.5 150.0 150.0 150.0 54 20.1 43.7 71.1 150.0 18.3 28.5 88.1 4 = o
60 91.3 150.0 150.0 150.0 60 18.1 39.4 64.0 150.0 23.9 61.3 2
66 83.0 150.0 150.0 150.0 66 16.5 35.8 58.1 147.0 21.7 55.7 € '
72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8
j74 - 19.9 51.1 a78 702 131.4 150.0 1500 78 30.3 49.2124.4 18.4 47.2
HORIZONTAL MULLION
="cAZINc _ TYPICAL MULLION ARRANGEMENTS
VERTICAL PRODUCT 3 m .:tir'• 'S; t•"$?tib/
MULLION ARCHES TO BE INSCRIBED ?PODti m2V� •• .-..•,-/ 1,
= INSIDE RECTANGULAR SHAPE fib�D
GLAZING GLAZING 0¢ NOTE: µ-BeQ�R1t4
PRooucr PRooucr -1 0. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED �enWAeceNe / -12/2.2y
GLAZING cLwz,Nc 3 VERTICALLY OR HORIZONTALLY. Oj
PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED)
Y11d y. ••(� �
wtw2 WIDTH (W) = w1 + w2 ° I
_ MULLION SPAN 2 "9'•••,
5/16'TAPCONS MIN. EDGE DIST.
1 1/4" MIN. 1_1/2•MIi
PENETRATION s/16'TAPcoNs 2-3/16" CONCRETE OR Y
1-1/2"MIN.WOOD PENETRATION y
EDGE DIST. 2 PER CING) 1 PER ANGLE 4" DLLGK 5/76'TAPCONS 5/16'TAPCONS OO m {
1-3/4"MIN. EMBED INTO MASONRY 1-�/4'MIN.EMBED INTO MASONRY p C it
3/4" 4 PER CUP(2 ON FACH WNO) 2 PER ANGLE P D F
MIN. „m^I m y z i
O m C O
4� V
n II n
II II II II II II II J Z z s
u n II
_y n II 2 7/16" ii ii ii ii r W x Z y0y m
2 x 2 X 1/6'
• IX FLOATRIG CLIP 11 11 ALUM ANGLE MIN. 11 11 I I I I O dUK U U --- I 1 I X FLOATING CUP l i i t 2 x 2 x 1/6' .] 1 '
1 1 ---------- WOOD BUCK I 1 11 I I ALUM ANGLE E•
I 1 I I U U
1 I I IIA 1 1 1 I 1 1 1 ` E*7 Z t
1 1 I I I 1
4 j F S
MIN. s/16"TAPCONS ANCHORS TYPE 'D' (INTO BLOCK
EDGE ) �ry
1-1/2'MIN.WOOD PENETRATION \)4 V Z
' PER""GL ANCHORS TYPE 'G' (INTO CONCRETE) z - S
4 ANCHORS THRU 1X BUCK o- j yi
ALL CLIPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK T a
INTO TUBE MULLIONS. 1"x4" & 2"x4" MULL
I \2 1 , TAPCONS MAY BE HEX OR FLAT HEAD. 4.
MIN. EDGE DIST. rL\1 cl`i a
11 n -3/16" CONCRETE OR w s
1 1 i i i i 4" HOLLOW BLOK 5/I6'TAPCONS 5/16'TAPCONS 2 z
1 1 II II
1-34-MIN.EL�ED INTO MASONRY
1 1 II II / 1-3/4"NLN.EMBED INTO MASONRY
r_________� 2 BY II 1 11 1 2%2 X 1/6' 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE `
WOOD BUCK 11 ALUM ANGLE _ �(
u U
I I I I
i ALL CUPS AND ANGLES TO FIT SNUG n n
ALTERNATE INTO TUBE MULLIONS.
ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. L_ I I • it \
ANCHORS TYPE 'A'
s
2 ANCHORS INTO WOOD i ii i i i N i
jl 11 11 11 � n c
, IL_JI 11 II 2
�, e
``'� IX FLOATING CLIP 11 11 2 X 2%LE ✓ i1i1
5/16"TAPCONS 5/16'TAPCONS
1 ________- i WOOD BUCK f I U u ALUM ANGLE r Ig
1 1 4" MIN. 1-1/Y MIN.wpOp PENETRATION 1-1/2'MIN.WOOD PENETRATION
E GE DI T. 4 vER cLly(2 ON EACH WING) 2 PER AN 1 I 1 0
= � oo I
ANCHORS TYPE 'C' (INTO BLOCK) o
�? ANCHORS TYPE 'F' (INTO CONCRETE)
2 ANCHORS THRU 1X BUCK 1I6l1171f 1:•;21
INTO CONCRETE OR BLOCK ���°t i n
•,......,...,•i�..,r
FiNG
II IIm ♦n 11 'r II I!?ALUM
2 X 2 x 1/e' 1fm $ N_____________ CUP II II ALUM ANGLE 1 1 ROAUCE Z +2 BY U U 1 1 3+cuaplyyftl6.iRE�( .N ^ems p
WOOD BUCK i I I I 1 1 bnWiog CodeOp ,,:r N
I 1 1 I 1 I A-_________i A:cePiaece N.1 N
7-1212.2y
I I i i .-y.alflYN Ytrtt G Fid'' ' V",•CJI
ANCHORS TYPE 'B' ^r.FO`'o
ALTERNATE 'b0
4 ANCHORS INTO WOOD ANCHOR LOCATION E-
0
I
5/16'TAPCONS Y
MIN. DGE DIST. I-3/4'MIN.EMBED INTO MASONRY MIN. EDGE DIST. y
2 DER CUD(1 ON EACH WING) 5/16"TAPCONS 2-3/ TE OR 5/16'TAPCONS 5/16'TAPCONS o
2-3 OR _
1-3/4*MIN. EMBED INTO MASONRY 1-J 4"MIN.EMBED INTO MASON RT O
/ a" OLLOW BL CK / 1-3/4'MIN.EMBED INTO MASIXJRY O C
4 HOLLO LD K } 1 4 I PER ANGLE 4 PER CUP(2 ON EACH WINO) 2 PER ANCL M1 1D
4MIN. 4 'D h Z
MIN
Z
y4 v � zV
I I II II II 11 -I Z 0 Z
1; 11 CONCRETE OR 1; If X II 11 II 11 O W Mm I, a O
Q 11 11 11 11 h O
CONCRETE OR 1:=;; CEMENT BLOCK II II li__JI CONCRETE 1; ;; _ "a a
CEMENT BLOCK `f 1; II ALUM2ANGLE B• CEMENT BL00c II II 2%2 X 1/9'
11 11 ALUM ANGLE
\ I I I 1 FLOATING CUP U U N i __ ________ I FLOATING CLIP 1 I U U
2 7/16 1 I 1 1 2 W Z� i
I ; L-41
I 1 MIN.
MULL S 1 4"
MIN. MUL �i Z
a .. � z
i
ZANCHORS
TYPE 'D' (INTO BLOCK) c'1 �` o
ANCHORS TYPE 'C' TO BLOCK 1 a
ANCHORS TYPE 'F' INTO ONCRET PE 'G' (INTO CONCRETE) a
2 ANCHORS INTO CONCRETE OR CEMEN LOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK a
1"W k 2"114" MULL ••�T g�
ALTERNATE MULL AJ 2 Z
1 1 ANCHOR LOCATION F{f
MULL 7N
1 I I 1
1 1
FLOAnNG CLIP
II 1 . II I ___-_______
C'_ .
11 1 II I CONCRETE OR N
CEMENT BLOCK II II
d I JI.
If II
Zo
s/12
6"TAPCONS ~ I • e A r�.1
v 4u
1-J/4'MIN.EMBED � • 1'• I• h� � :• I " c
INTO MASONRY - =
2 PER CUP -FF E 1
(1 ON EACH WING) 5A16` ONS
I 1 012 SMS 1-3/4'MIN.EMBED INTO Ry 2
I I 1 I 2 PER ANGLE 4 PER CLIP(2 ON EACH WI lr o ji
1
M1 N �
�C illlllg
Es g
t�i
I I II II 11
IJ7 i; a IkB➢LCFIiEy�fp ii
1 1 n n II ALL CLIPS AND ANGLES TO FIT SNUG 6�dM NeH4ri� o-� r' O.P .
�8 Q4h 2 'v vT
INTO TUBE MULLIONS. AnmNo f7-(?I�.ZtF �m�'G N
TAPCONS MAY BE HEX OR FLAT HEAD. Daft
WZ
a CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY 70 BE PROTECTED what x
• n I WITH ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR / Foy �o/�'••. ,
WATER-WHITE METHACRYLATE LACQUER. ,,`gg•gIF 14ggqqqqqqI
TAPCONS 1-3/4'MIN.EMBED F-
INTO wSONRY- 1 PER ANGLE O
MIN. EDGE DIST. MIN. EDGE DIST.
3/16' CONCRETE OR 2-3/16' CONCRETE OR P
h
HOLLOW 8L0 K 3-3/4" 5/16•TAPCONS 4' HOLLOW BLOCK 3-3/4' S/,/4Ty N. EMBED INTO o
MIN. 1-3/4'u1H. EMBED INTO MASONRY MIN. a a¢a Gua (((
4 PER CLIP(2 ON EACH WING) (2 ON EACH WIN C N
o C4 F
h z
CLIP LENGTH t < a
..- N O M) O
0o r z o
1 NULL "L" L_ ° 0 o e v
2 X 4 3.688' 3 `� y c �
ssj 3!$ 2 X 6 5.688' ti 1 Z i a z
\ 1 j I t8r m 1 a - O g
1 2X6 MULL 5/16_TAPCONS N WT100 BUCK F II
1-3/4•MIN.EMBED INTO MASONRY \ 2X6 DULL 41
4 PER CLIP(2 ON EACH WING) 5/16'TAPCONS ,z 0z
I
_____________________________
1-3/4-MIN. EMBED INTO MASONRY W z ;
' I 1 3/4' 1 4 PER CUP(2 ON EACH WING) j p 5
MIN. F------------------ ----------� 1 3/4' p. 3
i i
3/ MIN.a• 1 I U 3 �
Z
Or 14
O 2X6 M _ _ C .-a y
2X6 MULL CLIP LEN H 2X6 MULL
CUP
NULL D v
z v 2 X 3.688' C^----------- d z
\i e o
6 5.688' u
n _
- -- - -
3-3/4" S y n e
N M lr y
MIN.
!071
ANCHORS TYPE 'E' (INTO BLOCK) W h
5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG i "' 4
INTO TUBE MULLIONS. A HORS TYPE 'H' INT CONCRETE WOOD BLACK V
ANCHORS TYPE 'E' (INTO BLOCKS TAPCONS MAY BE HEX OR FLAT HEAD. i « e y
4 ANCHORS THRU 1X BUCK
INTO CONCRETE OR BLOCK N
ANCHORS TYPE 'H' (INTO CONCRETE) S OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED X X c
ANCHORS INTO CONCRETE or BLOCK ITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2"X6" MULL SHOWN g Y
2'X6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. -" ` o G
i z
PRO
rc
N47 1`.
. tae....,�''1 rpt
fitrwisea Z.
Cadet t4 Fk,.4 mmn .........
L4 b• w
Eam:y nl -'z/2.Iy Z�.:E�
4c
a �r ••••. Q 5 �I
AA,Ad�All, 11 PA`��� a
t
MIN. EDGE DIST. 5/16-TAPCONS
2-3/16" CONCRETE OR 1-3/4•MIN.EMBED INTO MASONRY 3-3/4•' CLIP LENGTH
y
4" HOLLOW ILLO�CK a TOTAL(2 ON EACH WING) MIN. qo "
MULL
r a 1 X 2 1.688' e m C
1 X 3 2.688' n.1 h z o �
1 X 4 3.688wig M, o
f4
2 X 4 3.688' m p v1 2 W a
i i i i i i 2 X 6 5.688' 3" .M. y c `;
2 MIN. 6 i i i i i 1. ALL CLIPS AND ANGLES ARE TO FR Z W a c z
L4 Or 2+6 Mull 1 1 1 1 �JZ 0 r
SNUG INTO TUBE MULLIONS. o o -
i 1 i i 2x 2x 1/s' W= Z o
L_____________J u u ALUM ANGLE 2. WHERE ANGLES ARE NOT FIT SNUG m z a � .. ',
I I I I INTO TUBE MULLIONS, SEE OPTIONAL
I I I I ANCHOR DETAIL AT SHEET 9 OF 10. j
I I I I
Z T
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED *SNUG
%14 NELTUBE MULLION m
WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR t E-
WATER-WHITE METHACRYLATE LACQUER
____ �ZVaZMIN. EDGE DIST. - a2-3/16" CONCRETE ORaHOLLOW BL K 012 F.H.2/ � a1/B� LENG ALUM C 3LENGTH TO flW \INTOTUBE MULLION Cl f
Z TUBES MAY BE NOTCHED
• • I . 1 17 AS SHOWN TO ALLOW INSTALLATION , G
OF CUP ANGLE 2 zLOCATION OF SCREWS CONNECTING CAULK.gINT AFTER ASSEMBLY -c
ANGLES TO TUBES WHERE ANGLES �`+ /14 FH SMS
ARE NOT FIT SNUG INTO TUBE I I , I 2 PER CLIP
MULLIONS. i i i i 'SSS HOLE 1-1/2''D.C.MIN.
O ----- -----
L-------------_ 1 I
1 1 ry p
-i
I I
5 RY/16-TAPCONS /ta$M$ j 3" i I. } O
_ I
1-3/4'MIN.EMBED INTO MASON4 PER ANGLE I 1 ^
2 PER ANGLE 1 I u v r
W W�
I I ------ ----- ------ ----- m
r ;
r �
• � I 1 I r r p p
2 X 2 X 1/8' THIS SCREW CAN BE I I 1•l N j
ALUM ANGLE INSTALLED IN EITNER I /12 FH SMS I $ t • !{
O DIRECTION qlp I� 1 2 PER CUP I m �o
IY�6 I 1 I-O.L.MM. I I Z t p
V HS
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I 1 I yM. -d 4
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• __ _____
d 1-3/4'X 2-X 1/6'(FOR 2BY TUBE) �OBtTt T'yEyy� a • U p
_ 366
z 3/4•x 2'z 1/8'FOR(IBY TUBE) il�pid�
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a
':•'.. __ ___'------ ANCHORS TYPE '11 .'�� '''•'......,N/���
g
METAL TO METAL CONNECTION In -•gyp O�
USE CHARTS FOR ANCHOR TYPE •I• TO VERIFY CAPACITY OF CONNECTION m���'O p ` Cr
3-3/4-
ALL CLIPS AND ANGLES TO FIT SNUG
MIN. INTO TUBE MULLIONS. H•c �N�r
1 3/4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. a •• b .•'wa yj
MIN. �
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PN No. (305) 696-8660
C.Compioncl. i'8C 5th Edd_on(2014)
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