HomeMy WebLinkAboutNotice of Acceptance 54. <. . }:
M IAM 1 DADE It MIAMI-DADE COUNTY
PINY , '' 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
N1Q EPTANCE (NOA) www.miamidade.gov/economy
Lawson In ustries,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 i cludin:the i:h Veloci urfcane Zo _e.-
1 ESCRIPTION: Clip s ed Extruded Aluminum Tube ull'on w/ani w o tel•l 'ei fo ce e.t—L . .��•
A 'PROV• DO I T: Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions"sheets 1' Lij
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 thea®
Notice of Acceptance number and expiration date b the Miami-Dade County Product Control Section.
ISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA No. 17-1212.24 and consists of this page 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.
r::= i,---.+ -
"t ill
; NOA No. 18 0529.03
,, MIAMI•DADE COUNTY z'' i Expiration Date: May 30,2023
APPROVED /6 0)1 j
/ Approval Date: June 14,2018
Page 1
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 02-0501.05 and 95-1212.09)
2. Drawing No. LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10
of 10, dated 04/27/10,with revision D dated 11/21/17,prepared by manufacturer,
signed and sealed by Thomas J. Sotos,P.E.
B. TESTS
1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane
Engineering&Testing, Inc.,Test Report No. HETI-02-T071,dated 09/16/02,tested
per ASTM E8,signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
2. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked-up drawings and installation diagram of 120"span aluminum tube
mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane
Engineering&Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed
and sealed by Rafael E. Droz-Seda,P.E.
(Submitted under NOA No. 02-0501.05)
3. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of 120"span aluminum tube
mullion with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering
&Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by
Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.
HETI-02-1718, 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)
91162-
Manuel Perez, '
Product Control Exa
NOA No. 18-0 '-' :
Expiration Date: May 30,2023
Approval Date: June 14,2018
E-1
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
6. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376,
dated 01/31/96, signed and sealed by Gilbert Diamond,P.E.
(Submitted under NOA No. 95-1212.09)
7. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked-up drawings and installation diagram of two aluminum horizontal
sliding windows mulled at top with a 90"span mullion and a 45"high fixed window
on top,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383,
dated 02/13/96, signed and sealed by Gilbert Diamond,P.E.
(Submitted under NOA No. 95-1212.09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
prepared by manufacturer, dated 05/17/10 and updated on 01/25/12,prepared, signed
and sealed by Thomas J. Sotos, P.E.
(Submitted under NOA No. 12-012 7.07)
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 6th Edition (2017), and of
no financial interest, dated November 17,2017,issued, signed and sealed by Thomas
J. Sotos, P.E.
2. Laboratory compliance letter for Test Reports No. HETI-02-1714, HETI-02-1716,'
HETI-02-1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02,
all issued by Hurricane Engineering& Testing, Inc., signed and sealed by Rafael E.
Droz-Seda,P.E.
(Submitted under NOA No. 02-0501.05)
3. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and
FTL-1383, dated 02/13/96,both issued by Fenestration Testing Laboratory, Inc.,
signed and sealed by Gilbert Diamond, P.E.
(Submitted under NOA No. 02-0501.05)
', '• ,
Manuel P ,P.E.
Product Control xa mer
NOA No. 1 29.03
Expiration Date: May 30,2023
Approval Date: June 14,2018
E-2
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
4. Laboratory compliance letter for Test Reports No.: FTL-3619,FTL-3620, FTL-3621,
FTL-3622, FTL-3623, FTL-3624,FTL-3625, FTL-3626,FTL-3627, all dated
11/27/02, issued by Fenestration Testing Laboratory, Inc., and signed and sealed by
Joseph C. Chan, P.E.
(Submitted under NOA No. 03-0128.06)
5. Letter from manufacturer requesting a 1-year extension to allow time to perform
verification test, dated 04/07/17, signed by Nelson Erazo.
G. OTHERS
1. Notice of Acceptance No. 17-0222.13 issued to Lawson Industries, Inc. for their
Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement—
L.M.I.", approved on 04/13/17 and expiring on 05/30/18.
2. One year approval, subjected to successful verification test.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10
of 10,dated 04/27/10,with revision E dated 05/14/18,prepared by manufacturer,
signed and sealed by Thomas J. Sotos,P.E.
B. TESTS
1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
along with marked-up drawings and installation diagram of 108-1/2" span aluminum
2"x 4"tube mullion with no reinforcement,prepared by Hurricane Engineering &
Testing, Inc.,Test Report No. HETI-18-6036, dated 05/04/18, signed and sealed by
Rafael E. Droz-Seda, P.E.
2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of 108-1/2"span aluminum
2"x 4"tube mullions with no reinforcement,prepared by Hurricane Engineering &
Testing, Inc.,Test Report No. HETI-18-6037, dated 05/04/18, signed and sealed by
Rafael E. Droz-Seda,P.E.
t 6 /
Manuel Pere •...
Product Control E .mine
NOA No. 18-1 9.1
Expiration Date: May 30,2023
Approval Date: June 14,2018
E-3
I
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 202-941
along with marked-up drawings and installation diagram of 120"horizontal span and
74" 6"
4 5 steel channel
vertical span, 2"x aluminum tube mullions with C4 x
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. I
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of 120"horizontal span and
74"vertical span,2"x 6"aluminum tube mullions with C4 x 4.5 steel channel
reinforcement,prepared by Hurricane Engineering&Testing, Inc., Test Report No.
HETI-18-6040, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017),prepared by manufacturer, dated 05/24/18, signed and sealed by
Thomas J. Sotos,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. None.
G. OTHERS
1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their
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.
IL'Ltd, _I-i- _ 6 1'
Manuel 'erez, .
Product Control Ex. 1 r
NOA No. 18 I `.03
Expiration Date: May I,2023
Approval Date: June 14,2018
E-4
•
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE t741
ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. o
GLAZING • HORIZONTAL MULLION o 0
PRODUCT 3 RECTANGULAR ALUMINUM TUBE MULLIONS Lo
ANCHOR/CLIP -HORIZONTAL MULLION GLAZING USING MULLION PROPERTIES ONLY M V 2
•
to o e to a
� + a GENERAL NOTES: m r7 2 F
>y o
t t, ! 3 3 1, THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE ,a t7 '
_ t" r REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-5th Edition&2017-6th • -e y
+ N Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). Z_s z eA z a
VERTICAL VERTICAL II 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE o oZ
` C O m
z
MULLION : MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD, WATER m i= .] V o
INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. o It
II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS,
= N INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED.
GLAZING : GLAZING GLAZING o¢ I- GLAZING • 3 w o
PRODUCT ; PRODUCT PRODUCT j N PRODUCT 4. WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER VCO Z
i
LOADS TO THE STRUCTURE. ^ Q F F
5.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS Ui
• `,' 3 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Z V t=1 2 z
• ANCHOR/CLIP-"1 i . 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 1•+ j z a
C''
,l� ARE NOT PART OF THIS APPROVAL. - t E
.... ) _ • 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF (n • o a j
II WOOD ANCHORS ONLY. 6
W1 --=-I I W2 • ,-' W3 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, W
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET 6
MULLION SPAN
MULLION SPAN THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4. [..I V a
(n j
WIDTH (W) = Wt + Z2 + W3 MULLION & CUP NOTES: .' Q 1
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
HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET' i.N E R
__ 4 OF 10 FOR DETAILS AND NOTES. m m c c v o¢o
REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 4
LAZING �� M w = -_ j
PRODUCT ; 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS y
MULLION r ---••., •-•, 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. 4 0 � � __
I
A
L
+ REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS m m '
GLAZING z
GLAZING o
N D u B !�.]
PRODUCT PRODUCT tan GLAZING GLAZING II' o o z z_"
PRODUCT PRODUCT o z B� ' E E •
3.6c_
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VERTICAL �N a m u o w . L ti`0
' ANCHOR/CLI' MULLION _ @ F
ANCHOR/CLIP o
W1 I(`' W2 W1 `•--`-` Wz .K6,---
:�••• •a 6h-�j�.'
W MULLIONISPAN 01`'- 0�.�J
PRODUCT REVISED IO
.0 complying with the Florida -.go i': N �'. 0,a•Z
WIDTH (W) .= wt + W2 WIDTH (W) = wt + W2
Building Code l8,� s •
� `,,,+';•�� I
Acceptance No S 9♦7
2 ? Ex'ration Date f,,F?P,r x-23 [-e; �— RT:+ 1
TYPICAL MULLION ARRANGEMENTS ay di,e a�.,• 6 ,y"�Sr+rer— eaea ���,, [4I
F
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1.690
L_ .125 .-_ --__- __. _ _
062 1.500 p
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2X MULLION CLIP I ii
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.188 1-1.000+1 .156 102 F--1A00-1 .156 078 -- >a .4 C
6063-T6 102 {L `c G -I
/t 6.000 1.062--I --LISS 1.062 --LIDS-, 1.062.+ O `.�'�* z
/ NOTCH 'L' 2 X 6 1 X•4 1 X 3 i X 3 1 X 2 i X 2 W g
'L' OPTIONAL . ., STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION O CIQ MULLION 6063-T6 6063-T6 fi663-T6 6063-T6 6063-T6 : R E• 00
Ixx: 2.070 in. Ixx: 1.000 in° Ixx: 0.950 in, Ixx: 0.370 in Ixx: 0.330 in. 5.U Sxx: 1.035 in. Sxx: 0.667 in a Sxx: 0.633 ina Sxx: 0.370 ina Sxx: 0.330 in' Zw U
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`I 2000. (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) H Cr .i-o,� y6Y
\�M,/ STANDARD TUBULAR SHAPES I. --S Pmq R(FUUyingwithtCT he C • y q a-1
TYP.WALL -TN ALL 1 2.0� I a>ulu n➢tYC dC�•ilh the Florida W o 6 Q
�,r-./'�(-`"`�•Y"`y� ALLOY a 6087-T6 x1.000-j •
C z - c 1 .125 Atttl Lance No f i 1 ,�¢
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L_(= GLAZING PRODUCT 1.000.1 R /�� aatt77 F C
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1.01I00 1.000- I1 L
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6.00
3000 " 3
2.000 O
4,500 -o 17 n m
4.000 ) a y n `'?v
1 X MULLION CLIP 2.000--- 3.000-- 4.000-, iI .,3�
ta, o G•$o
6063-T6 1 X 4 1 X 3 1 X 2 = ' e
MULLIONS CONTAINING 5TD, TUBE MULLION STD. TUBE MULLION STO. TUBE MULLION m S w w y
--"\
L•� TYPICAL GLAZING PRODUCTS ( 6063-76 6063-T6 6063-76 H o w 3 r
�� NOTCH L
OPTIONAL C HORIZONTAL OR VERTICAL Ixx: 2.070 Int. Ixx: 0.950 inIxx 0.330 in •« « m E .1
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Sxx: 1.035 in� Sxx: 0.633 ina Sxx: 0.330 in"! - .x ` a 5 1 a N
��\�/ SEE WINDOW OR DOOR APPROVAL FOR STD' TUBE MULLION STD. TUBE MULLION �' g , s a g w m
\7/ / \r" FASTENERS SIZES AND SPACING 6063-T6 4 fip6J-T6 a o 2 .2 Z
Ixx: 8.280 in. lxx: 2.980 in -
a i
Sxx: 2.760 in. Sxx: 1.490 in i 'z p o E '' t
.-"\.1 .L-" \ CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS 1? V ci o U i 3 i
/ USING MULLION PROPERTIES ONLY
// //// MULL "L" INSTRUCTIONS:
USE TI CHART$AND GRAPHS AS FOLLOWS. THESE
HAND CANLIONS ARE BE USED WITHD ALLR LARGE SON'SMMIAMIE DRDECT oa°�,cs q` f"��3��+
ytrAr
11 X 2 1.688' p
1 1.,.# ' / STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. z,v° . ��"•. J C+� }�
1 X 3 2.688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. o A a?-;rrc.-.
STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD +Q •tU uy W d �it�
NOTCH L X 4 3.688' REQUIREMENTS. RE L, N 0 'J....., .
OPTIONAL STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT
2 X 4 3.688' APPROVAL. NOTES: „� w ,
425 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET ...-
"4.5.t,..0"'"."---a' -..0K O"•��
USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. '' N'�.,, j.
2.000 1. ALL CUPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
1 SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR o s . _mow,, oo I
Ie HORIZONTALLY.
ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USINO ANCHOR TYPES ON SHEET 6 IOTA 9 AND ANCHOR CHARTS a' •''..:-T:'t V:" W
I softs-T6
INTOOW
TUBE MULLIONS, SEE OPTIONAL STEP 6 ON:HET TC 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION •I'
2.000 ANCHOR DETAIL AT SHEET 9 OF TO. MORE THAN THE DESIGN LOADS$PECIFl€0 IN STEP 1 ABO E. ARRANGEMENTS OR STACK CONFIGURATIONS. O
-TUBE MU,LLIONS--'• -- -- ------- --- - --1-UBE MULUONS --TUBE-MULL1ONS- --- -- -
--
Width w MULL SPAN 1 X 1 X 3 11 .,,1 X 4 2 x 4 2 X 6 _ Width(w) MULL SPAN 1 X 2 1 X 3 ,.,/*--1 X 4 ') 2 X 4 2 X 6 Width(w) MULL SPAN 1 X 2 1 X 3 LI,X 0 2 X 4 2 X 6
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54 68.3 137.6 125.0 125.0 125.0 54 _ - 27.2 59.2 85.2 125.0 54 • • •
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60 61.5 123.9 125.0 125.0 125.0 60 24.4 53.3 _ 76.7 144.2 60 - _ - - 18.2 50.5 3 :'•-•
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[ 36 ] 44.6 118.6 4 125.0 ' 125.0 125.0 36 - 28.1 61.3 - 88.3' _ 125.0 36 - . 15.8 22.7 63.2 ...., z
11111M111111 38.3 101.7 125.0 125.0 125,0 42 .. 24.1 52.6 75.7 125.0 42 - - - 19.5 54.2 ''' •• E- 0
M E
48 50-518" 33.5 89.0 145.4 125.0 125,0 48 84" - 21.1 46.0 66.2 140.8 48 132" - - - 17.1 47.4 0
54 29.8 79.1 129,2 125,0 125,0 54 - 18.8 40.9. 58.8 125.2 54 - - - 15.2 42.1 Z
1111EMM 26.8 71.2 116.3 125.0 125.0 60 - 18.9 36.8 ' 53.0 112.7 60 - - - - 37.9
31.0
ME24.4 64,7 105.7 125.0 125.0 66 - 15.3 33.4 48.1 _ 102.4 66 - - - 34.8, - -
EMI 22.3 59.3 96.9 139.5 125.0 72 - - 30.7 . 44.1 93.9 72 - - -
IN 20.6 54.7 89.5 128.8 125.0
N
62.6 125,0 125.0 125.0 125.0 78
-
28.3 40.7 86.7
37.7 82.1 118.3 _ 125.0 7818 .' -
, - - - 29.2
18 - Es)
- 24.3 35.0 • 97.4
MUM 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 [-I ti 4-. i
30 37.5 108.1 125.0 125.0 125.0 • 30 - 22.6 49.3 71.0 125.0 30 - , - - 21.0 58.43in Z 2 1
o ,
6 31.3 90.1 125.0 125.0 125.0 36 - _ 18.8 41.1 ' 59..1 143.6 36 - - - 17.5 48.7 ,
NEM 26.8 77.2 131,1 125,0 125.0 42 - 16.2 35.2 50.7 123.2 - 42 - - - f 15,0 41.7 N1
MEM 57" 23.5 67.5 114.7 125.0 125.0 48 96" - - 30.8 44.3 107.8' . 48 144" - - . - - 36.5 k..:.Z z 4:
•&-, a ,
WEI 20.9 60.0 101.9 146.8 125.0 54 . - - "27.4 39.4 95.8 54 - , - 32.5 .
z R .
60 18.8 54.0 91,7 132.1 125.0 60 - - 24.6 35.5 86.3 60 - - - - 29.2. o 1
66 17.1 49,1 83.4 120.1 125.0 66 22.4 • 32.3 78.4 66 - , - - - 26.6
IMEEM 15.6 45.0 • 76.5 110.1 125.0 72 . - - 20.5 29.6 71.9 72 - , - - - 22.5
- -
24.3 ; •;;•-
- 41.6 70.6 101.6 125.0 78
- - 19.0
46.3 133.4 125.0 125.0 125.0 18 27.3 _ 66.3 78
26.5 57.7 83.1 125.0 •
18
-
-
-
31.0 86.1 9 9 i
,
1111 34J 100.0 125.0 125.0 125.0 24 - 19.9 413 62.3 125.0 , 24 - - 23.3 64.6
30 27.8 80,0 125,0 125.0 125.0 30 - 15.9 34.6 49.8 136.3 30 - - ' 18,6 51,7 6
INTIE 23.2 66.7 125.2 125.0 125.0 36 • - _ - 28.8 41.5 113.6 36 - - .
- ' 15.5 411 i ' u ki °
Wall 19.9 57.2 107,3 125,0 125.0 42 - 24.7 35.6 97.4 42 - - .... lc ,... ,,. ; c, o
.. -.... fc..1 .
48 63" 17.4 50.0 93,9 135,1 125,0 48 108" - - 21.6 31.1 85.2 48 150" - - - - 32,3 N -... t.1 . g g
54 15,4 44,5 83.4 120,1 125.0 54 - - 19.2 27.7 75.7 54 - - - 28.7f, w
60 - 40,0 75,1 108,1 125.0 60 - - 17.3 24.9 68.1 60 - - - - 25,8 q i t ,; h' .
66 - 36.4 _ 68.3 98.3 .125.0 66 - - 15.7 22.7 62.0 , 66 - - - - ,
NM - 33.3 62.6 90.1 125.0 72 - - - 20.8 56.8 72 - ,
- - - 21.5 I:, . .
.78 - 30.8 _ 57.8 83,2 125.0 78 - - - 19.2 52.4 78 - - -. . - , 19.9 1,-. ;- onui 1 I
- . _ HORIZONTAL MULIJON .01t% %%
. _
7 ----*- TYPICAL MULLION ARRANGEMENTS %%%% # 1:4411•,‘
,, PRODUCT 1111 .i ce 44 Act,........ ..
...._VERTICAL . I ,,,t.1 et:5c. ....*,C,
MULLIONARCHES TO BE INSCRIBED u.41•4•5.,1.
IN9DE RECTANGULAR SHAPE .2 gpo,/40 it
0
0 z . NOTE: ./ m ""'• --,'S : -
CLAZiNG CIAZING 71<
PRODUCT PRODUCT ..-1 Ct. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED .
PRODUCT REVISED 4.)
0 V,
VERTICALLY OR HORIZONTALLY. .complying with the i
Floridada ,
GoA2ING GLAZING Building Cod. 14,.. Z Di,...,....-- 01 4•efl..•
PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) Acccozw..No 4 4;4-, .•clz3el,:.1.0 • -...t.'• '''•• i
E.ication Dtc •IFIFC 16 *-',1t1 .4.0,- r--..,1-..k, 1
w, W2 1
I MULLION SPAN I WIDTH ON) = WI + W2
2 fe r r.
By ,/lid-•-•-• J
m..--I ade Procloct ....10 AL 401° al
B-.
a .
0
-
I .
1
•
-1.690-- --____ _ _
2 " �_, _- _1.000- ____ __
.062-17/
f - .666 312 "1.00: -LSDD tq N
.. _. _ .156 TYP. - Q.
�� • f:=�1 .125 x.062 r 125 OF11�1 wllI I rT_ I25 n o O Z
0%;$$A,sP •nllatap`aldR' / jf
1 r' . m
3.000 i t ',1,
cc y 6-..
1.405- 4.000 I _15 s- 1.732 .n fg 2
4.000 i 3800 % 00 - ,i 3.062 co
rn ao.o C3 6z7 02X4 % 4.0003.6253.000 / .i O¢^ C O v2.688 / mONZ�� •� 1 STO. TUBE ICAL : 3J oMULLION / / `vh ai/ WINDOW FRAME /� ZY _
4.500 I c ii inW � 7+'_el
ii 1___ i.,iA ,,Iii, f O 1. O Z Q O z a2X MULLION CLIP .leer 136-1-L.,02_11_ --1.188-ima .� o6063-T6 102 X1 X 3 ^-•1.169 '•'T IP
I2 X 6 wNOTCH 'L'.\ 6.000 ¢ST�D. TUBE1.062 1 X 4 1.D62STD. TUBE MULLION 1 X 3
OPTIONAL y�AEULLIQN 1 X 4 STD. TUBE MULLION 1 X 3 6063-T6 CUSTOM MULLION. z
�� CUSTOM MULLION w
(� 6063-T6. CUSTOM M ION 6063-T6 V 0:
6063-T6 6063
int. a Izx: 2.168 int 4 F' ow
G
hoc: 4.709 In. Ixx: 4.709 in. •
I . 2.168 in` Ixx: 2.218 in, �„ z
Sxx: 1.445 in3 F o I
kt.,
�/- � ISxx: 2.355 in� Sxx: 2.355 in� Sxz: 1.445 in. Sxx: 1.479 in. � E.\/ I--2.000�•I ) (FIN FRAME) C c4I(FLANGE FRAME) (FLANGE FRAME ¢ z W
/ STAwBULAR SHAPES m
ttP.WALL .125•ALL 2.000 • O
ALLOY= 6063-T6 1.560 Cif)
O
1 dl
TYPICAL C � I
` �-GLAZING PRODUCT 1
1 r - 1-34.
U gC
::1 2.000C E
o F1.625---11dS £
.125-.- 2.250 {{l ., - --4 iu//,
2.000 I�\ .=> »VJ Q 5
'I�'pyll ,I�l 4.000 )44‘,,,,,-
r
r}l TA'- ��i�i Q I
. III v 101 r
J
7 f L 6.000 #12 S.M.S. j d I
012.O.C. 4.000 ---;-.125,
4.500
i • .4 a "
IX MULLION CLIP 3.000 4.000 - �2 3.625 % 1-'4 - oo"p i
6063-T6
•
MULLIONS CONTAININ�,.� ? d t W W o y I
'L•� �'L"d\ TYPICAL GLAZING PRc}v6CTS C455.4 j • o a N m 0
NOTCH
Ic-�j NOTCH
,�� HORIZONTAL ORRTICAL
! 0.,,,,,,,I PRODUCT REVISED „ m
. 4' �)1 �s complying wish Lhc Florida - - o $ o
7SR OR APPROVAL FDR sSIZES AND SPACING Acte Lttttm Nlo 11761.1.°5r,:;&51D23
mm m wSTD.• c 68ETfiULLION STD. 5 68ETfiULLION 5x11erPatiOm7N%k u12 a z Ixx:19.648 in4 Ixz: 7.649 int Y /�� ' I z? 6 E o ,6,
L. •
� •L'......\,,,,,,, CLIP LENGTH 3 • r.'... ado roduct
Sxx: 6.549 In. Sxx: 3.825 in. > a m o m m €
• RECTANGULAR ALUMINUM TUBE MULL 6'S a a 2 '
�/ � INSTRUCTIONS: T 1tT�u,yp !
MULL USING MULLION PROPERTIES ONLY
I 1 X 2 USE CHARTS AND GRAPHS AS FOLLOWS. . .,%ts iT '1'.I!
�. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT IY is 5••'•' •• :';-..tv
•
/ STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. �y Q .:h f'y
1 X 3 STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTYAND CAPPROVEDAN BE EMPAICT AND NONTH ALL S--IIMPACTAPRODUCTS. ,202:)„.,ca �•• • o a`
NOTCH I X 4 �" N Q Ll', ^�"
J.
== REQUIREMENTS. O , .
OPTIONAL 2 X 4 -:: STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT NOTES: Hd� •, 1 +Y .t"i i
APPROVAL. a,•L VI
.125 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAZIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET acci -U%�v^Q_ ";'
2.000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. iirk r� +'1.-:I
1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED VERTICALLYm,
2. MULLIONS MAY BE ORIENTED OR , t u
SNUG INTO TUBE MULLIONS. IN STEP t ABOVE, o e� y.• ?:
ANGLE CLIP • 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS •
a
HORIZONTALLY. In / I
I 6063-T6 INTO TUBE MULLIONS. SEE OPTIONAL TS EP 6_ON SHEET 9.SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION •r:;:;.,•_ wl
2800
ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. a
2
, i
STEEL REINFORCED"TUBE MULLIONS__ - - `--- STEEL REINFORCED TUBE MULLIONS -- - --STEEL-REIN FORCED TUBE MULLIONS - - --- - ---- --- rn-- ---=
\ Width(w) MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 Width(w) MULL SPAN_ 1 X 3 1 X 4 2 X 4 2 X 6 Width(w) MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6C o 4
18 125.0 125.0 125.0 125,0 18 125.0 125.0 125.0 125.0 18 44.0 95.7 .125.0 125.0 a z E
- I - 125.0 125,0 125.0 125.0 24 139.5 125.0 125.0 125.0 24 33.0 71.8 116.6 125.0 o O a 1 .
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 n m ti m =.'
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 n i y• . z
•42 125.0 125.0 125,0 125.0 42 79.7 125.0 125.0 125.0 42 18.9 41.0 66,6 125.0 1~i1 o m CS o 0
48 38-318' 125.0 125.0 125.0 125.0 48 74-114" 69.7 125.0 125.0 125.0 48 120" 16.5 35.9 58.3 149.7 o2 trt2 y
1 54 "1.25.0 125.0 125.0 125,0 54 62.0 134.6 125.0 125.0 64 - 31.9 51.8 133.1 al•a v a a
60 I 125 125.0 125.0 125.0 60 55.8 121.2 125.0 125.0 60 - 28.7 46.6 119: z r v) a 4
66 125.0 25.0 125.0 125,0 66 50.7 110.1 125.0 125.0 66 - 26,1 42.4 08.9 = a Z z
72 125.0 15x.0 125,0 125.0 72 46.5 101.0 125.0 125.0 72 - 23.9 38.9 99.6 0 w= 2 O o o
78 125.0 125,0 125,0 125,0 78 42.9 93.2 125.0 125.0 78 - 22,1 3 92.1 m s - a o I
18 125.0 - 125.0 12&p 125.0 18 128.4 125.0 125.0 125.0 18 33.1 71.9 ' 116.8 125,0 j y .1
24 125.0 125.0 125,0 125,0 24 ( 96.3 125.0 125.0 125.0 24 24.8 53. 87.6 25.0 1 In I
30 125.0 125.0 125.0 • .0 30 77.1 125.0 } 125.0 125.0 30 19.9 .1 70.1 125.0 a (
36 125.0 125.0 125.0 125.E 36 64.2 139.5 125.0 125.0 36' 16.5 35.9 58,4 125,0 e F z I
42 125.0 125.0 125.0 125.0 42 55.0 , 119.5 125.0 125.0 42 30.8 50.0 128.5 5 i
48 50-518" 125.0 125.0 1250 125.0 1 '• 84" 48.2 , 104.6 125.0 125.0 48 132" AMIM - gU ,. K3 1
64 125.0 125.0 125.0 125.0 64 42.8 93.0 125.0 125.0 54 - 24,0 38,9 100,0 • z C
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 H v .- o 1
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 - tc a 1
72 135.3 125.0 . 125.0 125.0 72 32,1 69.7 . 113.3 125.0. 72 • 18.0 29.2 75.0 Cr)
r)N Q
78 . 124.9 125.0 125.0 125.0 78 '.6 64.4 104.6 125.0. 78/. - 16.6- 26.9 69,2 l - 1 W w 72
18 125.0 125.0 125.0 125,0 18 86. 125.0 . 125.0 125.0 (8 25.5 55.4 89.9 125.0 m
24 125.0 125.0 125,0 125.0 24 64.5 40.1 125.0 125.0 / 24 19.1 41.5' 67.5 125.0 H t1 EE- t
30 ( 125.0 125.0 125.0 125.0 30 51.6 11 . 125.0 125 30 15.3 33.2 54.0 138,6 (n 1 C t
36 125.0 , 125,0 125,0 125.0 36 . 43.0 93.4 125.0 0 36 - 27.7 45.0 115.5 ] 2 a
42 125.0 125.0 125.0 125.0 42 35.9 80.1 13E Q 125.0 42 - 23.7 38.5 99.0 - •
j ' o 1
48 57" 125.0 125.0 125.0 125.0 48 96" 32.3 70.1 11 125,0' 48 144" - 20.8 33.7 86.6 " z lc.
54 L137.0 125.0 125.0 125,0 54 28.7 62.3 01.2 ' Q'. 54 - 18.5 30.0 77.0 'Z
60 123.3 125.0 125.0 125,0 ' 60 25.8 56.1 ' 91.1 125.0 60 - 16.6 27.0 69.3 F
66 112.1 125.0 125.0 125,0 , 66 23.5 .0 82.8 125.0- \66 - 15,1 24.5 63.0 Q p
72 102.8 125.0 125,0 125.0 72 21.5 46.7 . 75.9 125.0 �2� - - 22.5 57.8 FT, r r ,-:•Z
78 94.8 125,0 125,0 ' 125,0 78 19.• ' 43.1 , 70.0 125.0 78 \ - - 20.8 53.3 m 1:1:
18 125,0 125.0 125.0 125.0 18 •1.4 131.2 125.0 125.0 18 \ 226 49.0 79.6 125,0 'T o = `8 "
W
24 125.0 125,0 125.0 125,0 24 45.3 98.4 125.0 125.0 24 \\\ 16.9 36.7 59.7 125.0 d E W .1-0, 4
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 N o h A -
36 • 125,0 125,0 125.0 125.0 36 30.2 65.6 106.6 125.0 3624.5 39.8 102.2 a m ib.' °
42 ' 130.5 I 125.0 . 125.0 ' 125.0 42 I 25.9 56.2 , 91.4 125.0 42 - 21.0 ' 34.1 ' 87.6v N N
48 63" 114,2 125,0 125.0 125.0 48 108" 22.7 49.2 79.9 125.0 48 150" - "18.4 29.8 76.6 5 a ' ' 8 2
54 101.5 125.0 125.0 125,0 ^'• 20.1 43.7 71.1 125.0 54 - 16. 26.5 68.1 m
60 1 91.3 125.0 125,0 125,0 60 18.1 39.4 64.0 125.0 60 - - 3.9 61.3 -..a. ' o 'n o ' Z
66 83.0 125.0 125.0 125,1 66 16.5 35.8 58.1 147.0 66 - - 2711=11.5.7 �? ' u u° o S m "
72 76.1 142.4 125,0 ,0 72 ' 15.1 32.8 , 53.3 134,8 72 - - 19.9 51.1 ' gc m u c o g 4
78 70.2 131.4 125.0 125,0 78 - 30.3 49.2 124.4 78 - - 18.4 4 .
- HORIZONTAL MULLION 8%EETOt/ I
// ;%' ZiNG 3 TYPICAL MULLION ARRANGEMENTS m ,`,.``'J ..... 37.,����6
a_MULLION / I ARCHES TO BE INSCRIBED 2441.0/'0O'' • V I
Z INSIDE RECTANGULAR SHAPE S c..7.. H N - u.O C(......„0,
��_
o z NOTE: ;?2,7
}}'' aGLAZING NO TbQ�d�IPRODUCT ODUCT �� NMULLIONSRATED IN THESE CHARTS MAY 8E ORIENTED PRODUCT REVISED : MT .;:74:::::::117.!
�.-.,gym. fVERTICALLYORHORIZONTALLY, ocomplyingwilhlhcFlornla 1� Oq
X
PRODUCT
PRODUCT INTERPOLATION BETWEEN WIDTHS ALLOWED) 0u0�"g�Od` '1-'3°4...
u4 '.' j
PRODUCT PRODUCT
Wi W2 I WIDTH (W) W1 + W2
BY r : ��//Jatt7t.,' °y���� E�-.I
F MULLION SPAN 1 2 Mixri Pc.. ECow-°J^J Q 1
V
i
I
- ---- - --- -- - -- -- MIN--EDGE-DIST.
5/16'TAPCONS 5/16"TAPCONS - CO ---
1 1/4" MIN. 1-1/2'MIN.WOOD PENETRATION 1-1/2'MIN.WOOD PENETRATION 2-3/16" CONCRETE OR
EDGE DIST. 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE 4" OLLOW BLCK 5/16'TAPCONS 5/16"TAPCONS O
1-]/d"MIN. EMBED INTO MASONRY 1-]/6'MIN.EMBED INTO MASONRY 6PERCLP(2ONEACHW NG) to 11 r .;_____ •i ..pen re J —"�■r � oG. / oI IIS ' 2 J
n��1� ����� ��Td� .oM.. Q V
— ii 1■1—, 1�7■rte... > a co z h
X I I I I I I �J z 0 7-. C
tx FZOATING CLIP 2 x 2 x 1/8' X 2 MIN.6• i I ii m h o-3 0 '- - o
ALUM ANGLE
nl I` I 2 BY U Li ¢ - L-i I I .-7 6
I , BY L.-�) I I 2 X 2% te 1
\ WOOD BUCK WOOD BUCK 1x FLOATING CLIP II ALUM ANGLE a O
N I U Z Z •
I
\ I s. E]
1 O 0:1 p. .1
Q
3/4" MIN- 5/,6'TAPCONS ANCHORS TYPE 'D' (INTO BLOCK) `yU t a 4
EDGE DIST. 1-1/2'MIN.WOOD PENETRATION Fr V Z =
1 PER ANAL ANCHORS TYPE 'C' (INTO CONCRETE) . -' z $�
- I
ALL CLIPS AND ANGLES TO-
4 ANCHORS THRU 1X BUCK cr I II 1"x4" & 2"x4" MULL ``�,(�1 Q
ittlrel
\_z TAPCONS MAY BE HEX OR FLAT HEAD.
rj
• "�■r- MIN. EDGE DIST. H u Cd t
2-3/16• CONCRETE OR Ihn c7. S i
4" HOLLOW BLO K 5/16"TAPCONS 5/16"TAPCONS ✓ Z
• 1-2/4"MIN.EMBED INTO MASONRY I-3/4'MIN.EMBED INTO MASONRY NQ <
2 BY 2 X 2 X 1/6' I 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE •
•
f -1 WOOD BUCK ALUM ANGLE Y •
u u a -.d.
v 3
\z \z
ALL CLIPS AND ANGLES TO FIT SNUG •• •. : i
ALTERNATE INTO TUBE MULLIONS. ' • ,
ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. �• a A u r o --....az:
ANCHORS TYPE 'A' I"�■�..• -1---4• - - \.\
2 ANCHORS INTO WOOD a `$�
I
r 1 I
X 1 1 I H y n b '-
_
I
1 1BY L-� _2%2% 1 u u
•1 '' WOOD BUCK (' ') I%FLOATING CLIP I /. •' y i1.5:
".
5/16'TAPCONS (V I I U U ALUM ANCLE r iv
5/16"TAPCONS ••••...
m j
1 1 4" MIN. 1-i 2'MIN-WOOD PENETRATION \ I I I s s
/ / I-1/2'MIN.WOOD PENETRATION I I I
EIGE DI T. 4 PER CUP(2 ON EACH WING) 2 PER ANGLE 1 I r
UE
I' � 22 l�l�°� ANCHORS TYPE 'FNTO CONCRETE)u\ IL.' f w� IQpf ( 4 a t
- ` � %•-",■r :'�■r�,L� ll� 2 ANCHORS THRU 1X BUCK ,,toot.0Ii.•'1rs,
T II 1 �Q■ INTO CONCRETE OR BLOCK �•� , •b= .•
I1 1 I fin_ �.Cy. •: .,:�y, �
IQ Y .cv
N I I 2�, FLOATING CLIP U U ALUM2ANGl.E B' '1."f 1f OL:--';n
\ i i WOOD BUCK PRODUCT REVISED ,{ U L• >sr,
111E•
•
1 I f 1 as complying with the Florida o Vii} • ,�-;;`:
1 I Building Code 7
1 AClxpience No IE• y. FQ••.• • .•K(•�•'?-
G••'ra:io,Dare,,,,,,!, (,p'[3 �'a4•( 1
ANCHORS TYPE 'B' ALTERNATE /� °'°�;i ;I'F? e�°' wl
4 ANCHORS INTO WOOD ANCHOR LOCATION Mi ''�eP �t -",• • F
-W..'••••
J K a
Miami A a fhoduct ,
•
5/16"TAPCONS - _
- __ ___ _ _ _ __ _ -___ - __
1-}/4"MIN.EMBED INTO MASONRY • MIN. EDGE DIST.
MIN. EDGE DIST. 2 PER CUP(1 ON EACH WING) 5/16-TAPCONS 2-3/ TE OR _ 5/16-TAPCONS 5/16'TAPCONS
_ 2-3 " OR 1-}/4-MIN.EMBED INTO MASONRY 1-}/4 MIN.EMBED INTO MASONRY l-}/4•MIN,EMBED INTO MASONRY N yI
a' oLLow BL GK o c w
4' HOLLOW BLO K 3 1/4" 1 PER ANGLE 'o
4 PER CLIP(2 ON EACH WING) 2 PER ANGLE to F
MIN. I 3/4.. .o m y z— •
• .I ..-" : MIN. A . n I ¢ J o
• • . . O"-sm.)
C CW!
47
r4C4 0.6'
. . LL '417-11. '..i-4 .. ..:. .. fl=111r1l! '. 3 L . —7:06"im,"--. 1—•••-a6.- — . ...-1E—P!:— = ' al z
I 1 I I
I I /` 111 I 1 I o O Z 0 z G
X - I I CONCRETE OR J X I CONCRETE OR 1 2 O
L- CEMENT BLOCK ¢ L-� CEMENf BLOCK I o_ `I C o
CEMENT BLOCK 1:"-J ALUM2ANGLEB ;1 I A2 U 2 X 1E j = o 2
I ALUM ANGLE
of I FLOATING CUP U U 04 I FLOATING CLIP U U ,p0
I
I I 2 7/16 I I W z 3
MIN. 1 1 v F
-. _•1.________L._ -i-�- —L-'�-L ¢ F Ems. E
MULL 3 1/4 �{U F N i
. a MIN. MULL z z
z
ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'D' ONTO' BLOCK) ""1 W 'z''' ¢ F
ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'C' (INTO CONCRETE) 1H
2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK H �. a
1'x4" & 2"x4" MULL (I) x 1
~ 1 ALTERNATE MULL • Z
ANCHOR LOCATION . Z E
Q "' 6 k
I MULL
•` 1 I �(Nyyyy�J
v I
1 1 n
l ,I 6' FLOATING CUP C
I -1 <
XI I N CONCRETE OR G-� N o n u
11 I
CEMENT BLOCK a
L.---
� —w-1.1--:-:.-:.-:.- - ' :,- al e _ 000
F.
. I I�I�II IMI1/1I. Z EE.
nc
,I' ll
o L „ c
I, 5/16"TAPCONS1.
1-}/4"MIN.EMBED 2 > c o
m
INTO MASONRY 3z a E - J2 PER CUP
(1 ON EACH WING) A 1
5/16'TAPCONS ' V U a
I I 112 SMS EACH 1-3/4"MIN.EMBED INTO MASONRY Tj0, ;a Ci o vi 3
I 172PER ANGLE 4 PER CUP(2 ON WING) q C t
b
S 1.,
_c d:0. • a a• 1.-.I.
u.
i1 • ALL CLIPS AND ANGLES TO FIT SNUG Fq N 0 O%
INTO TUBE MULLIONS. 2:
"�+MI`"'. TAPCONS MAY BE HEX OR FLAT HEAD. 4A 1111 'n # < O.7•r=
r z . • 0
:000CT REMISED �a rS��:
• IA complying wid11Iw Florida rn .! dj_
• ((I Z CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED enacting Cad<
F.0. .'Qj����;;
• • . M- WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR Acaptmce No�' O E-' • .•7 ♦ I
1('( .
WATER-WHITE METHACRYLATE LACQUER. •
AE.irallooD°,2..Frik'H' 4 a •••• �,
5/16'TAPCONS I-}/a"MIN.EMBED By .11c„ fie• ‘ E'
A INTO MASONRY- 1 PER ANGLE Miami BAdC w At '' 0
-
--- - -- -- - - --- --- -- -- -- ____ MIN._EDGE_DIST.— _____ _
----
2-3/16" CONCRETE OR 2-3/16" CONCRETE OR ----
4" HOLLOW BLOCK 5/16-TAPCONS 4" HOLLOW BLO K 3-3/4" 5/16"TAPCONS -
3 3/4,.
-- MIN. 1-3/a MIN.EMBED INTO MASONRY MIN. 1-J/4'MIN.EMBED INTO MASONRY gF
4 PER CLIP(2 ON EACH WING) /1,7 4 PER CLIP(2 ON EACH WING) 0 g
- I •' 1 I �z n m 1n z o
I CLIP LENGTH r warn v .4
• "� ` MULL �L� d __ •
. .�' : m z N O w m
X - 1 2 X 4 3.688' �) .... 3 o M o ;,
c 2
2 X 6 5.688' X + i zo C z Q y
\ E
+ o
1 1• 01 o
N N 2 2 O '
tBr 1 ao�a .... I.-.•a
206 MULL 5/1 6'TAPCONS WOOD BUCK 1 '_2 'K I
1-3/4-MIN.EMBED INTO MASONRY \ 1 1
♦PER CUP(2 ON EACH WING) N 4 2X6 M 5/16•TAPCONS .� G I
1 1-3/4'MIN.EMBED INTO MASONRY Z
1 3/4" ;
4 PER CLIP(2 ON EACH WING) S M p ¢ I
IMIN. r 1 3/4" a En.. .� e
1 MIN. a '
3/4" 1z v E.<
i 1
®M a z
2xs u f` • m .
•I — CLIP LENGTH 2X6 MULL C z ¢ E-E-
..11:12,2==2X6 MULL - - — W H 43 O.
MULL "L" II:
.444o
a c 2 X 4 3 8' ( v r2 ..
\Z \Z C Q S
I 2 X 6 5.688' \z ] 0 "
i -
3_3/4 '.• •
•1I 1.- . - N . n .a u.,S 1
MIN. a iIIC
v E g, 3333 I
ANCHORS TYPE 'E' (INTO BLOCK) t, 2 W W '_ 1 1
5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG r I
INTO TUBE MULLIONS. AN ORS TYPE 'H' (INTO CONCRETE) WOOD BuB?
ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. s ' ;, u -6
4 ANCHORS THRU 1X BUCK " .°• e m o
ANCHORS TYPE 'H' (INTO CONCRETE) Co 0
o
LI TO CONCRETE OR BLOCK OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED W ' ' o <
ANCHORS INTO CONCRETE or BLOCK
H ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR 6' MULL SHOWN c u m ra
2"X6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. u - _ _ z z r''
12 ¢ E E
IL E
1¢ m6awg3. i ec ,
011,149,./8,844 Ig '
c
V ;b_y �N° 4i u p,y
•
• ' PRODUCT REVISED :1 o 1
' es complying wi11t the Florida .o .
O
•
Building Cole oy .:•.'1 a� 1
Expired° L'erc _.F o, 3 F c By a I
rj/ Q I:7.µ
Mi • •c Product Corer" Es
I. 0 I
I
I
1
•
MIN. EDGE-DIST.
5/16'TAPCONS - --- -' "—
2-3 16CONCRETE OR
/ 7-y/4'MIN.EMBED INTO MASONRY 3-3/a' CLIP LENGTH- "- - -- --
4'HOLLOW BLOCK 4 TOTAL(2 ON EACH WING) MIN. • rrg
7 "
I MULL o
„L„ o
o 21
IgMI !1/X91 a 4- 1 X 2 1.688' tO H Fo—
M 1 X 3 2.688' M 1 y
-1 o
a
• 1 X 4 3.688' tit o o, o a m
=11.11111.11= n=DRi�' 2 X 4 3.688' 0 o Z
in o� e w
CD u
2X6 5.688' 3'J"o.° Q of
IQ o q
2
MIN. 2.4 or 2a6 Mull 1. ALL CLIPS AND ANGLES ARE TO FIT .-,z p Z a
2 X 2 X 1/4' SNUG INTO TUBE MULLIONS. 0 0 2 0
L J LJ LU ALUM ANGLE 2. WHERE ANGLES ARE NOT FIT SNUG m m o. a 03 o
INTO TUBE MULLIONS. SEE OPTIONAL r3 a
ANCHOR DETAIL AT SHEET 9 OF 10. ,-..3I
o,
w Z 3
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/ ED
C S.M.S. . 0 j
CHANNEL TUBE MULLION H.
WITH ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR ¢ F. C
WATER-WHITE METHACRYLATE LACQUER. �„ F. L
F a
.tii
Z 2 .
i
MIN. EDGE DIST. =M a Cr m S
2-3/16" CONCRETE OR . I�•'�_1I^- T,, O T.
4" HOLLOW BLOCK #12 F.H.D.M.S. I1 I .. GO]u/ a 6 EE-•
2/SIDE 1� {� C
1/8 THICK ALUMO CHANNEL I a j U
LENGTH TO RT SNUG t
INTO MULLION , TUBE MULLION P V C C
C TUBES MAY BE NOTCHED - - (I) S
• •' .,. rte) AS SHOWN TO ALLOW INSTALLATION ry 0
. OF CUP ANGLE
LOCATION OF SCREWS CONNECTING •
CAULK JOINT AFTER ASSEMBLY ✓ Q G I
ANGLES TO TUBES WHERE ANGLES ,x R., L #14 FH SMSmm Z
ARE NOT FIT SNUG INTO TUBE - a 1 I lit
2 PER CLIP MULLIONS. 1 1 / ACCESS HOLE 1_1/2.0.G.MIN. n
L_ J 11'14 d
5/16'TAPCONS 3' " o 2 3\
114 SMS 0 ......i _ 4 45;
- oo n
1-3/4'MIN.EMBED INTO MASONRY 4 PER ANGLE V W
2 PER ANGLE
m
1 c u m m J
•• - 2 X 2 X 1/B' THIS SCREW CAN BE _ v " N N
ALUM ANGLE INSTALLED IN EITHER I I #12 FH SOS 1 a S X <
_ O- �,,. DIRECTION qlj+� I I 2 PER CUP , 2,1 a e m
• �
11111 r rW 11 1'O.C.MIN. ' - J z Z3ZEE °
�i1�,1i11■11� �' i u o m l• 1-3/4"X 2'X 1/D'(FOR 2BY TUBE) I. • J c I.i f iZ 3/4-X 2'X 1/B'FOR(t BY TUBE) 2 55 c_ ALUM ANGLE A A IL A CUT TO FIT SNUG INSIDE TUBE
r _a
ANCHORS TYPE 'I' °
m
METAL TO METAL CONNECTION y2:a
0111-i
, USE CHARTS FOR ANCHOR TYPE 'T TO VERIFY CAPACITY OF CONNECTION m c-• 1',.;'_1•.,1_
y=A.:.•.
PRODUCT REVISED ao1�•: _u ''''.'.,;'''6;1
;o comptyino with the Florida
3-3/4" ALL CLIPS AND ANGLES TO FIT SNUG s w-4.','•1.:"..'
Building Code F1`-4.',:.4:1 ..
MIN. INTO TUBE MULLIONS. • Acccptemx No�'0 2' O o ° '• •• ^-I
. 1 3/4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. Expiration btc°41 :9 I a. '•Q` -a° _�
MIN. _ i1 '�'<<itr_f i`'`'°' a
ANCHORS INTO CONCRETE OR CEMENT BLOCK • BY ✓OJU
Miami jade Product Co• . q
•
-- ANCHORTYPF^„-------- -- _.---- --- ANCHOR-TIP __ ANCHOR TYPES '
Width(w}MULL SPAN A 4B C D 0 E F G H I Width(w)MULL SPAN A CB C J D E 1 F ) G H I Width(4 MULL SPAN A B C D E F G H I - y- -- ----
18 125.00 l` 125.00 1 .0 125.00 125.00 125.00 18 90.72 721 (0 125.00 125.00 125.00 125.00 125.00 18 56.13 11227 129.07 125.00 125.00 144.27 125.00 125.00 125.00 2
24_ 131.65 125.00 125.00 125.00_125.00 125.00 125.00 125.03 125.00 24 66.04 136.08 125.00 125.00 125.00 125.00 125.00 12500 125.00 24 42.10 84.20 96,80 145.60 125.00 108.20 125.00 125.00 115.70 0
30 105.32 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 30 54.43 108.80 125.16 125.00 12500 139.89 12500 125.00 149.59 30 33.68 67.36 77.44 116.48 125.00 86.56 130.24 125.00 9256 ',,,o o 49
36 67.77 125.00 125.00 125.00 12500 125.00 125.00 125.00 125.00 36 45.36 93.72 104.30 125.00 12500 11658 12500 12500 124.66 36 28.07 56.13 64.53 97.07_129.00 7213 10653 144.20 77.13 „^t m y F ¢
42 7523 125.00 125.00 125.00 125.00 125.00 125.00 12E00 125.00 42 38.88 77.76 8540 134.46 12500 99.92 125.00 125.00 10685 42 24.06 48.11 55.31 8320 110.57 61.83 93.03 123.60 60.11 "1 1 O
48 38318 65.82 131.65 12500 125.00 12500 125.00 125.00 125.00 12500 48 74114 34.02 68.04 7822 117.66 12500 87.43 131.56 125.00 9349 48 120 21.05 42.10 48.40 7280 96.75 54.10 81.40 108.15 57.85 in o¢ •
e 3 2 o
54 58.51 117.02 134.53 12500 12500 125.00 125.00 12503 125.00 54 30.24 60.48 69.53 10458 138.99 77.72 116.94 125.00 83.11 54 18.71• 37.42 43.02 64.71 86.00 48.09 7236 96.13 51.42 0E 00 o !a I
60 52.66 105.32 121.08 12500 125.00 )25.00 12500 125.00 144.72 60 27.22 54.43 6258 94.13 125.09 69.95 10524 139.83 74.80 60 16.84 33.68 38.72 5824 77.40 4328 6512 86.52 4528 O1 of o 2 13 e • Tai
66 47.87 95.74 110.07 175.00 125.00 125.00 12500 125.00 131.56 66 24.74 49.48 5689 85.57 113.72 67.59 95.68 127.12 68.00 ' 66 15.31 30.62 35.20 5295 70.36 39.35 59.20 78.65 4207 3 I`v rn Z
72 43.88 87.77 100.90 12500 125.00 12500 12500 125.00 120.65 72 7268 45.36 5215 78.44 104.24 58.29 87.70 11653 6233 72 14.03 28.07 32.27 48.53 64.50 3607 54.27 7210 38.57 Z>La 0 03 0 h
78 40.51 81.01 9314 140.09 12500 104.11 12500 12500 111.32 78 20.94 41.87 4814 7240 96.22 5381 80.96 107.56 57.54 78 12.95 25.91 29.78 44.80 59.54 33.29 50.09 665,5 35.60 •--1 Z O ZO 0
18 133.06 125.00 125.00 125.00 12500 125.00 125.00 12500 12500 18 80.19 125.00 125.00 125.00 125.00 12500 12500 125.03 12500 18 51.03 10206 117.33 125.00 125.00 131.15 125.00 12500 140.24 m,a • J ¢ o
24 _99.79 125.00 12500 12500 12500 12500 12500 125.00 125.09 24 60.14 12029 13829 12503 12500 12500 125.00 125.00 125.00 24 3827 76.55 88.03 13236 125.00 98.36 148.00 12500 10518 -4 en
'�- 79.83 1 125.00 12500 '125.00 125.00 125.00 30 48.11 9623 110.63 12500 125.00 123.66 125.00 125.00 132.23 30 69.62 61.24 70.40 105.89 140.73 7869 118.40 125.00 84.15a a „�I, I
( 38 ) 66.53 133.08 12500 25.00 125.0 125.00)125.00 12500 12500 36 40.10 60.19 9219 138.67.125.80 10305 12500 12500 110.19 36 25.52 51.03 58.67 88.24 117.27 65.58 98.67 131.09 70.12 2 C¢C
1 I
42 57.02 114. .12 125.00 125.00 146.56 125.00 12500 125.00 42 34.37 68.73 79.02 118.86 12500 88.33 13290 125.00 94.45 42 21.87 43.74 50.29 75.64 100.52 5821 84.57 11236 60.10 1 W v
48 49.93 99.79 114.73 12500 12500 128.24 12500 12560 137.13 48 84 36.07 69.14 69.14 104.00 138.21 7729 11629'12503 8264 48 132 19.14 38.27 44.03 6618 87.95 4918 7400 9832 5259 La ra n
64 44.35 88.70 101.98 125.00.125.00 113.99 12500 125.00 121.89 54 26.73 53.46 61.46 9244 12286 68.70 103.37 137.33 7346 54 17.01 34.02 39.11 5883 7818 43.72 6578 87.39 4575 IT e E-. j 1
60 29.912 79.83 91.78 138.05 125.00 10259 125.00 125.00 109.70 60 24.06 48.11 55.31 83.20 110.57 61.83 93.03 123.60 6611 60 15.31 30.62 35.20 5295 70.35 39.35 59.20 7865 4207
66 3629 7258 83.44 12550 12500 93.28 140.33 12500 99.73 66 21.87 43.74 50.29 7564 100.52 5621 84.57 11236 60.10 • 66 13.92 27.83 3200 48.13 63.97 3577 53.82 71.50 38.25 z s ] a N
72 3326 66.53 76.48 115.04 125.00 85.49 128.63 12500 91.42 .72 20.05 40.10 46.10 .69.33 9214 51.52 77.52 103.00 5510 72 12.76 25.52 29.33 44.12 58.64 3279 49.33 65.55 35.06 N '• Z O' o
78 30.71 61.41 70.60 106.19 141.13 78.92 118.74 125.00 64.39 78 • 18.51 37.01 4255 64.00 8505 47.56 71.56 95.08 50.86 78 11.78 23.55 27.08 40.73 54.13 3027 45.54 60.50 3236 ® m 0 I
18 118.18 125.00 125.00 125.00 125.00 125.00 125.03 125.00 12500 18 70.17 140.33 125.00 12500 125.00 12500 12400 125.00 125.00 18 45.78 53.58 107.56 125.00 125.00 120.22 125.00 125.00 128.56 • rn- f
24 _88.63 125.00 12500 125.00 12500 12500 12500 12500 125.00 24 52.63 10525 121.00 125.00 125.00 13525 12500 12400 14463 24 35.06 70.17 80.67 121.33 125.00 9117 13567 12500 96.42 N o Q p
30 70.91 141.81 125.00 125.00 12500 125.00 125.00 12400 125.00 30 42.10 84.20 96.80 145.60 125.00 10820 12500 125.00 115.70 30 28.07 W.13 6453'97.07 129.00 7213 108.53 144.20 77.13 W 2
36 59.00 118.18 135.86 12500 125.00 125.00 125.00 125.00 12500 36 35.08 70.17 80.67 121.33 125.00 90.17 13567 125.00 96.42 36 23.69 46.78 53.78 8089 107.50 60.11 90.44 120.17 64.28 NHC 12
42 50.69 101.29 116.45 12500 125.00 13017 12500 125.00 139.19 42 30.07 60.14 69.14 104.00 138.21 77.29 116.29 125.00 8264 42 20.05 .40.10 46.10 69.33 9214 51.52 77.52 103.00 55.10 , W O
E.
48 57 44.32 88.6.1 101.69 12500 125.00 11189 125.03 125 4.3
0 E00 121.79 48 96 26.31 52.63 60.50 91.00 120.94 67.63 101.75 135.19 7231 '48 _ 144 17.54 35.08 40.33 60.67 80.63 45.08 67.83 90.13 4821 ' (
54 69.39 78.78 90.57 13523 125.00 10124 12500 125.00 108.28 54 23.39 46.78 53.78 80.89 107.50 60.11 90.44 120.17 64.28 54 15.59 31.19 35.85 5393 71.67 40.07 6030 8111 4285ti) j i
60 35.45 70.91 81.52 12261 125.00 91.12 137.09 12500 97.43 60 21.05 42.10 48.40 7280 9675 54.10 81.40 10815 57.85 60 14.03 28.07 3227 48.53 64.50 36.07 5427 7210 38.57 2 a •
66 3223 64.46 74.11 111.46 148.13 8283 12463 12500 88.57 66 19.14 3827 44.00 66.18 87.95 49.18 74.00 98.32 5259 66 _ 12.76 25.52 29.33 44.12 5664 3279 49.33 6555 3506 `A 4 U E
72 29.54 5309 67.93 10216 135.79 75.93 11425 12500 81.19 72 17.54 35.08 40.33 60.67 80.63 4506 67.83 90.13 48.21 72 11.69 23.39 26.69 40.44 53.75 30.06 45.22 60.08 3214 y 8 Iy
76 2727 54.54 6270 9432 12534 70.09 105.46 140.11 74.95 78 16.19. 32.38 37.23 58.00- 74.42 41.62 .6262 8319 4450 76 10.79 21.59 24.82 37.33 49.62 27.74 41.74 5546 29.67 .
18 10692 125.00 125.03 125.00 12500 125.00 12500 125.00 125,132 18 62.37 124.74 143.41 125.00 125.00 125.00 125.00 125.00 125.00 18 44.91 89.81 103.25 125.00 125.00 115.41 173.65 12500 123.41 1
24 80.19 125.00 125.00 12500 125.00 12500 125.00 12500 125.00 24 46.78 93.56 107.56 125.00 12500 12022 125.00 125.00 128.56 ' 24 33.68 67.36. 77.44 116.48 125.03 86.56 130.24 125.00 9206
30 64.15 128.30 147.50 125.00 12500 12500 12500 125.00 125.00 30 37.42 74.84 86.04 529.42 12500 9618 144.71 12500 10284 30 26.94 53.89 61.95 9318 123.64 6925 104.19 138.43 74.05 ° 4' l' o m
36 53.46 106.92 122.92 125.00 12500 137.40 12500 125.00 146.92 36 31.19 62.37 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 86.83 115.36 61.71
N N ?i'-:•"$•
42 45.62 91.65 105.36 12500 12500 117.77 12500 12503 12593 42 26.73 53.46 61.46 9244 12286 69.70 10337 137.33 7346 42 1925 38.49 44.25 66.56 68.46 49.46 7442 98.88 52.89 m o A a.2
48 63 40.10 00.19 9219 138.67 12500 103.05 12500 12500 110.15 48 106 . 23.39 46.78 53.78 80.89 107.50 60.11 90.44 120.17 64.28 48 150 16.84 33.68 38.72 58.24 77.40 43.28 65.12 8552 4628 o w - 9
64 35 .64 71.28 81.95 12326 12503 91.60 137.82 12500 97.95 54 _20.79 4158 47.60 71.90 95.56 53.43 8040 106.81 57.14 54 14.97 29.94 34.42 51.77 6883 38.47 57.88 7691 41.14 w f W c 6
IN
60 32.08 64.15 73.75 110.93 147.43 82.44 124.04 12500 88.15 60 18.71 37.42 43.02 64.71 86.00 48.09 72.36 98.13 51.42 60 13.47 26.94 30.98 46.59 61.92 34.62 5210 69.22 37.02 In o 35 85
66 29.16 58.32 67.05 103.85 134.03 7494 112.76 149.82 80.14 66 17.01 34.02 39.11 5883 78.18 4372 6578 87.39 46.75 68 12.25 24.49 28.16 4236 5629 31.48 47.36 6292 3366 " " c+ I. o
72 26.73 53.46 61.46 9244 12286 68.70 103.37 137.33 73.46 .72 15.59 31.19 3585 53.93 71.67 40.07 81.30 80.11 4285 72 11.23 2245 25.81 38.83 51.60 28.85 43.41 57.68 30.85 " CI 4 m4 II 0o I
78 24.67 49.35 56.73 8533 113.41 6341 95.41 12677 67.81 78 14.39 28.79 3109 49.78 5515 38.99 55.66 7395 39.56 78 10.36 21.73 23.83 35.84 47.63 2563 40.07 5324 28 c 'o s s 48 " a a
- i m
t §' o " " m
ANCHOR/CLIP o a E 2 2
ANCHOR/CLIP 32 &
j ,%' HORIZONTAL MULLION i E E a S 6
y ANCHOR CLIP NOTES: $ u° " c t 3 i
., GIliiiULZING is m Ci c ui
VERTICAL o RODUCT • 3 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER X f
• MULLION § --- TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES.
`��\l4\14111/44j,
z o 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE p° # .a� pi-
RODUGLAZING GLAZING ¢ .,1 tij�.,.•• •..�..4 ,` 1
PRODUCT PRODUCT -1O- GLAZING GLAZING D 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN tS..` 0 ...,./64.
0^ PRODUCT PRODUCT _ THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 0�+0~4i a u, A;''�rj` t
i ANCHOR/CLI. W 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER • "``5,, }y N _I^ 1
> ANCHOR/CLIP ec LOCATIONS AT HEAD, SILL OR JAMB ENDS. • m.Ol w #• Q_
' LJI`: w 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCTP.EVISEJ) '4§3,..",..-..5i �•'O� I
as complying Vide the Flartdn , = _� 1
007 W2 • Building
gCunEn No 8-�' A s ,?L7 .- I 1
.03
HORIZONTAL
MULLION f:.vruAccexti.a Gat rFT�G► + Fm %�,�Y�SZ►,`s��` I
a /4j` '141y
TYPICAL MULLION CLIP ARRANGEMENTS Mir.redePaniu03 '•'' o
• 1
i
L
III