HomeMy WebLinkAboutNotice of Acceptance \°ID`41COb17
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MIAMI DADS I MIAMI-DADE COUNTY
COUNTY ,14P1.4"; '' 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
N I I EPTANCE (NOA) www.miamidade.gov/economy
Lawson In•ustries,Inc.
8501 NW 90 Street0
Medley,FL 33166
This NOA is being issued under the applicable rules and regulations governing the use of construction LLII
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - '41-
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:t e Hi;h Vel.ci u 'c.se Zo .e.-
1 ESCRIPTION: Clip sed Extruded Aluminum Tube ull'on w/an' w o tel•l 'ei fo ce s e i t—L .
• 'PRO • DO It :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.,bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acce stance number and ex.iration 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.
,, i' k i NOA No. 18-0529.03
�? MIAMI•DADECOUNTY ,"` ro� `�g Expiration Date: May 30,2023
APPROVED 151
Approval Date: June 14,2018
Page 1
I
1
] I
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 02-0501.05 and 95-1212.09)
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 re aced b Y 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)
—' L`
Manuel Perez, '. .
Product Control Exa ine
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 09/16/02,1
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)
' 'fe,
Manuel P P.E.
Product Control iner
NOA No. 1: '29.63
''''29.63
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 I
Rafael E. Droz-Seda,P.E.
> > i
Manuel Pere
Product Control E .mine
NOA No.18-i 9.1
Expiration Date: May 30,2023
Approval Date: June 14,2018
E-3
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
3. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
along with marked-up drawings and installation diagram of 120"horizontal span and '
74"vertical span,2"x 6"aluminum tube mullions with C4 x 4.5 steel channel
reinforcement,prepared by Hurricane Engineering&Testing, Inc., Test Report No.
HETI-18-6038,dated 05/22/18, signed and sealed by Rafael E.Droz-Seda,P.E.
4. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of 120"horizontal span and
74"vertical span,2"x 6"aluminum tube mullions with C4 x 4.5 steel channel
reinforcement,prepared by Hurricane Engineering&Testing, Inc., Test Report No.
HETI-18-6040, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th i
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.
.1 //L. ... /t 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 n)
-ANCHOR/CLIP ANCHOR CLIP o 4.
/ / COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS.
GLAZING HORIZONTAL MULLION o 0
PRODUCT 3 RECTANGULAR ALUMINUM TUBE MULLIONS a O, h
\...._........
NCHOR/CLIP HORIZONTAL MULLION GLAZING USING MULLION PROPERTIES ONLY „ •
^1 v 2
3 PRODUCT 3 N a n
+ n �,• GENERAL NOTES: 0 o.. C coF o
coin 2 0
� 4.0'..
I.. ,) l ~`k i l (' • 3 , n 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE a Z
• ` 1 '\•1.:` _ 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-5 h Edition&2017-6th y
-• + N Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). _ Z c3 Z m •'
' VERTICAL VERTICAL II c W
2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE 0 0 2 O z
MULLION MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD. WATER m m a k ..7 V 9
INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. n Z 21
` II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS. a
O i N INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. 1
GLAZING GLAZING GLAZING Z F GLAZING • 3 4. WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER .� C4 oi
W
PRODUCT PRODUCT PRODUCT m PRODUCT to 5
LOADS TO THE STRUCTURE. .1 z
¢ F t1 E
I- 5.ANCHORS SHALL BE AS LISTED.SPACED AS,SHOWN ON DETAILS.ANCHORS 0 ti
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. z V ] y W
ANCHOR/CLI 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS N j Z '
k ARE NOT PART OF THIS APPROVAL ® pr ] .4 6
J 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
I ,) ,t '' I • WOOD ANCHORS ONLY. lrAn° o C a
`I `•-' 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, a H
W1 IY. W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET C 13
• MULLION SPAN
MULLION SPAN THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4. (at v a F
•
WIDTH (W) = WI 4- W2 + w3 MULLION Sc CLIP NOTES: N Q F
. 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
kft,4 z
2 OF 10 FOR DETAILS AND NOTES.
ANCHOR/CLIP ANCHOR/CLIP • • REFER TO SHEET 3 OF 10 FOR MAX. MULL'DESIGN PRESSURE CHARTS 3
' 1 HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET' •
' N o o n;dip
4 OF 10 FOR DETAILS AND NOTES. I-11' e¢o
GLAZING • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS o 03 e
RODUCT 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS w W 0
11.1
,. I i;LI i i 1 i,-
VERTICAL 3 6, 7, 8. & 9 OF 10 FOR DETAILS AND NOTES. ,; :„- to to -
MULLION + •C•4
• REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS • m a
i ,a, '
Z ` 3D a i i2 1
GLAZING GLAZING o ia da d
PRODUCT PRODUCT o vai GLAZING GLAZING II• • a z z
m PRODUCT PRODUCT o z � A E
VERTICAL 7 N ` '
' ANCHOR/CLI' MULLION m m U ti w 1 1
- ANCHOR/CLIP 1-
,, ,`sp•uurrprri
W1 ,11 J. W2 •
%.4./
�L., Ea(
�,,�Orj.• ...;t/'
• W1 -� W2 _ o'".'��"`.,�,��� a b'��'L� .'
W MULLION SPAN J 9D"q .. O;...I'•
PRODUCT REVISED '` j m•
as complying with the Florida <P .O o ^ -.
Wi + W2 WI + W2 Building Code c i 'i!';�s�
WIDTH (W) = WIDTH (W) = Acceptance
9.0 . ._
2 2 Ean' tion Date..,rT�,r 3 E'e'I0' `— I
TYPICAL MULLION ARRANGEMENTS BY JD aen �''' 'rrrrer� fr `���� Fi
o
1690 - -
.125 _ _ -..__ -____-
•
\ ..� CD
If ,,, A62� 1.500 r.062O
.156 TIP. r� niiiith.
134:1 - d25 _ oto O ¢
3.000
- ----111\14,1 161,41:4111, .A11•\�\`A11L\ql� 1.500 M 1-0 o*3 6 r ..
V �41�-.
I.405 4A� 1.732 ,[- )-.125 N C b U Z o
4.000 .115 �-
3A62 d a'n Z .•T aa
3.000 3.040 .115 L.v 'R g a
03
2 X 4 TYPICAL 2.000 1.732 2.062 2 0 Z> x y
' I STD. TUBE vnNDOw FRAME I J z 15 z w-
asd0 MULLION Ii 1
2X MULLION CLIP t I ( y t m e a O z 0
6063-T5 388 J----
,102 (••- 1^-1.000 .156�I .102 {-IA00-1 .156 ATB a I
L062---111 1.100 li-1.062 1.106-+ 1.062 0 z
NOTCH 1'A
, 6.000 2 X 6` 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 t w Ems-•• I
•L• /
OPTIONAL STp, TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION
�� MULLION 6063-T6 6003-T6 6063-T6 6063-16 6063-16 ca
D. Ems+ r7 6
• Ixx: 2.070 in Ixx: 1.000 in lxx: 0.950 ina. Ixx: 0.370 in Ixx: 0.330 in 15`„
I/��_ Sxx: 1.035 int Sxx: 0.667 in� Sxx: 0.533 in� Sxx: 0.370 in� Sxx: 0.330 in''
:"1 .7 a,
•l 2.000CZ _"t Z U
\ `I/ (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) pt
\\\ PRODUCT REVISED
STANDARD TUBULAR SHAPES 2.000-.{ acomplyilg wi0t the Fllzida o ..,-..1�
NP.WALL a.i 25'ALL l r1.000-1 DuiIA ng Code ' °'
ALLOY 6063-T6 I •125
Azar mace No 1. 7 w Z
7--- Expiration pate sown % q
.750 TYPICAL f �)
I GLAZING PRODUCT 1.000 Dy J/ f[ O
! �� .125Miaml i:,.:od*xVi 'S11 1-.•.-0.000-•---{ �`- ✓00 I I 1.W0-
2.00D .125 2250 $i:om _r 125 aAdd ,�
ODDS 3.000 3
2000
cE
4.500 ^ c
4.000 Y \=e
Ix MULLION CLIP 2.00° 3.000- 4.00-+ L `o rd IP.1
6063-16 U1 X ¢ 11
1 X 3 1 X 2 y o n'� 3
MULLIONS CONTAINING STD. TUBE MULLION STD, 7 BE MULLION ST0. TUBE MULLION i « Win " 1
A6063-16 6063-16 o m m -
j L TYPICAL GLAZING PRODUCTS 6063-T6
NOTCH Ixx: 2.070 in Izx: 0.950 in Ixx: 0.330 in M a E. ..
OPTIONAL HORIZONTAL OR VERTICAL t M In
STD. •TUBE MULLION STD. TUBE MULLION �' Szx: 1.035 in' Sxx: 0.633 in} Sxx: 0.330 in3 v° } i u
SEE WINDOW OR DOOR APPROVAL FOR o w
X1Aii•11, 41-11* FASTENERS SIZES AND SPACING 60686 6063-T6 a V ; c o e i z ry
Lxx: 8.280 in Ixx: 2.980 in. • $
\ Sxx: 2.760 in� Sxx. 1.490 in ,'. iI o , J 4
t U Cl O
CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS lit itti O W 4 1
' r �-1...."\\, USING MULLION PROPERTIES ONLY ` t
L 0-- MULL "L" INSTRUCTIONS:
11
I X 2 1.688' USE CHARTS AND GRAPHSLOADAS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT m "��a5`s �� 3j�'i
I AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADS P
STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. it_
♦ 0 �/X+r 1�
1 X 3 2.688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. a1� /. `.dd3 .r
ih
I STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD • o3 •7,U In B.1.
41I� NOTCH I X 4 3.688' REQUIREMENTS. x '02' N 0 C' ..1S4
OPTIONAL 2 X 4 3.688' STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL NOTES: 'C h 't.4;„.
:, `k'
.105 MIN. STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET Q o ''y• i O•^:
2 X 6 5.688' -�'�""
USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE I OF 10 FOR BUILDING CODE COMPLIANCE. e - '"Frr I
2'0D° 1. ALL CUPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED m m" - .�r
2. MULLIONS MAY 8E ORIENTED VERTICALLY OR A-'13.
SNUG INTO TUBE MULLIONS, w STEP 1 ABOVE. c<. ....., 1
2. WHERE ANGLES ARE NOT FIT SNUG U51N0 ANCHOR TYPES ON SHEET 6 THRu 9 AND ANCHOR CHARTS HORIZONTALLY. ce iz . .-,4.y°4 1
I
ANGLE
63-CLIP 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 -r..; w
I 0050 1 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. E-
TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS rn
-
Width OM MULL SPAN 1 X 2 1X3 { 1X4 2X4 _ 2X6 Width(w) MULL SPAN. 1X2 1X3 1X4 2X4 2X6 Width(w). MULLSPAN 1X2 1X3 L1 X4 2X4 2X6 C z
18 125.0 125.0 .' 125.0 125.0 18 28.3- 81.5 . 125.0 125.0 125.0 ' 18 - _ 19.3 42.1 60.5 125.0 0
- - o
MIMI 125.0 125.0 125.0 125.0 125.0 24 21.2 61.1 133.2 125.0 125.0 24 31.5 45.4 126.2 c a ¢
30 123.0 125.0 125.0 125.0 125.0 30 17.0 48.9 106.5 125.0 125.0 30 - - 25.2 36.3 100.9 M m h y
MEI 102.5 . 125.0 125.0 125.0 125.0 36 - 40.7 88.8 127.8 125,0 36 - - 21.0 30.3 84.1 n m o .00
87.9 125.0 125.0 125.0 42 34.9 76.1 109.5 125.0 42 18.0 25.9 72.1 ai a o
MED CO 76.9 125.0 125.0 1 125.0 125.0 48 74-114" - 30.6 66,6 , 95.8 125.0 48 120" - - 15.8 22.7 63.1 0 E�. 0 a
68.3 137.6 '.. 125.0 125.0 54 27.2 59.2 85.2 125.0 54 20.2 56.1 m 3 0 e
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 z . • 3 rn a
66 55.9 112.6 125.0 125.0 125.0 66 - 22.2 48.4 69.7 131.1 66 - - - _ 16.5 45.9 Z c,' z u
® 51.3 1032 125.0 125.0 125.0 72 20.4 44.4 63.9 _ 120.2 72 15.1 42.1 .1 W x .Z, O 0
Ell 47.3 95.3 125.0 125.0 125.0 78 18.8 41.0 59.0 _ 110.9 78 _ -- -
- - - 38.8 m 2 - a 0
69.3 125.0 125.0 125.0 125,0 18 56.3 122.6 125.0 125.0 1831.6 45.5 126.4 y
24 67.0 125.0 125.0 125.0 125.0 24 - 42.2 92.0 132.4 125.0 24 - - 23.7 34.1 94.8 I2 1
30 53.6 142.3 125.0 125.0 125.0 30 - 33.8 73.6 105.9 125.0 30 _ - - 19.0 27.3 75.8 [4 a
�s� 44.6 , 118.6 125.0 125.0 125.0 36 - _ 28.1 61.3 88.3' 125.0 36 - - 15.8 22.7 63.2 a Z 1
38.3 101.7 125.0 125.0 125.0 42 - 24.1 52.6 75.7 125.0 42 - - - 19.5 54.2 .-, .. F t, E
INECIIII 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 U A i
NMI 29.6 79.1 129.2 125.0 125.0 54 18.8 40.9. 58.0 125,2 54 15.2 42.1 % y
60 26.8 71.2 116.3. 125.0 125.0 I 60 16.9 36.8 • 53.0 112.7 60 37.9 Q, 'i. 0
66 24.4 64.7 105.7 125.0 125.0 1 66 - 15.3 33.4 48.1 1024 66 - - - - 34.5 QQ�� Z
Q ? = a
® 22.3 59.3 96.9 139.5 125.0 ,1 72 - - 30.7. .44.1 93.9 72 - - -1111 - 31,6 - f1 q d 2
20.6 54.7 89.5 128.8 125.0 78 - 28.3 40.7 86.7 78 29.2 �i w w
62.6 125.0 125.0 125.0 125.0 18 37.7 821 118.3 125.0 18 24.3. 35.0 • 97.4 x j E
MEM 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 E, F
MEM 37.5 108.1 125.0 _ 125,0 125.0 • 30 - 22.6 49.3 71.0 125.0 30 - - - 21.0 58.4 CO w p, I
31.3 90.1 125.0 125.0 125.0 36 - 18.8 41.1 59:1 143.8 36 _ - - - 17.5 48.7 r7 2 0
MEM 26.8 77.2 131.1 125.0 125.0 42 _ - . 16.2 35,2 50.7 123.2 42 - - - 15.0 41.7 , L
MEM 57" 23.5 67.5 114.7 125.0 _ 125.0 48 96" - - 30.8 44.3 107,8 . 48 144" - - - - 36.5 m
O 20.9 60.0 101.9 146.8 _ 125.0 54 '27.4 39.4 95.8 64 32.5 644 H z
60 18.8 54.0 91.7 132.1 125.0 60 - - 24.6 35.5 86,3 60 - - - - 29.2.
66 17.1 49.1 83.4 120.1 125.0 66 - - 22.4 32.3 78,4 66 - - - - 26.6 a a-
® 15.6 45.0 76-5 110.1 , 125.0 72 - - 20.5 29.6 71.9 72 _ - - - 24.3 N " r .bC
41.6 70.6 101.6 125.0 78 - 19.0 27.3 66.3 78 - - - 22.5 m _ Y 3�
46.3 133.4 125.0 125.0 125.0 18 26.5 57.7 83.1 125.0 18 31.0 06.1 4 s 1�o to
1 MEM 34,8 100.0 125.0 125.0 125.0 24 - 19.9 43.3 62.3 125.0 24 - - - 23.3 54.6 m .t W �S 1.8 0 $
27.8 80.0 125.0 125.0 125.0 30 - 15.9 34.6 49.8 136.3 30 - - - 18.6 51.7 . a A e -
I MEM 232 66.7 125.2 125.0 125.0 36 - - 28.8 41.5 113.6 36 - - - ' 15.5 43.1 t a i-2' o
I 1112M 19.9 - 57.2 107.3 125.0 _ 125.0 42 - - 24.7 35.6 97.4 42 - - - - 36.9 o o
MEM 63" 17.4 50.0 93.9 135.1 125.0 48 100" - - 21.6 31.1 85.2 48 150" 32.3 ° c s g`
Will 15.4 44.5 83.4 120.1 _ 125.0 54 19.2 27.7 75.7 54 28.7 d =
60 - 40.0 75.1 108.1 125.0 60 - - 17.3 24.9 68.1 60 - - - - 25.8 ii
MEM - 36.4 68.3 98.3 .125.0 66 - - 15.7 22.7 620 66 - - 23.5 :, , E E
8 u oa gv
INEMI - 33.3 62.6 90.1 125.0 72 - - - 20.8 56,8 72 - - - 21.5
.78 - _ 30.8 57.8 83.2 125.0 78 - - - 19.2 52.4 78 - - - - 19.9 i' m U o Z g I 1
-- - HORIZONTAL MULUON 1111111,,/1
�,1 � 11III
GLAZING _� _ TYPICAL MULLION ARRANGEMENTS x �% ..... ...
•
PRODUCT ; gul&O.••••.•. ••••
'�'C.
- MUUUJON �'. I ARCHES TO BE INSCRIBED OOZ O. ,, LL ,..1 �.
Z 1 INSIDE RECTANGULAR SHAPE s Z. •W d O 0s
g NOTE: -.%,,.e ,o _ 1
PRODUCTGODPRODUCT .O. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCT REVISED jT:u M , O
2 ; VERTICALLY OR HORIZONTALLY. �ro"a>�6""h`h`�Ofd' .H y _ ify t�rN�`
GLAZING GLAZING Building CodaL. L� o,n - • I ,
PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) Acceptance NoAvO ••7v�3 xm s • �1"' V ,
E..im+lon0de SFT,F.II N6 I 1 .,,+, j .
WIDTH W = WI + W2 Br ,i1IA_.-'-aim
.I�iI'' 1. ►ti1�1 WI
W1 II W2 I I MULLION SPAN , / 2 Mi.. ,Ado Product DI
o !
1.690-� _-_ ___ 1-000_ ___ --_ - __. ____.-.
(.125
0 `\ 062�ii .688 312 1.000- 1.500- I
N
iil
.156 TOP. r�9 .125 rA621 .125 _ Q.
_688 _ O
1 I . l25 y ...
i~\/q\�;ql�• .1�:1��Ir;��uCditi;` 1 1, �.�, l tO -�/ n 1 ce o
• ' 1.405--- 3.000 / 1.___
.j+ 4.000 / � ( .is ,1, L�3z r.:Q q z
4.000 �- / �� �1 3000 ppp / 3.062 VI o q
0 2 X 4 % 40003.625 / li 3000 2bBe - m p a O s
�� I Ti. TU: . 1, (g �.
TYPICAL !..! I/ 1, 3 D 6 2
WINDOW FRAME / 1 Z} h TTI
4.500 L:::
1 ii
I
( '� - Z Q Z F
2X MULLION CLIP 188 1DeJ .156- 152-•1 �-1.000-1 m a a 01 o
2 X 6 1 X 3 lase- IU i
1.062 I�1.062 j O 23
NOTCH •L•.\ 6.000 , STD. TUBF 1 X 4 STD. TUBE MULLION 1 X 3 a.
L' OPTIONAL NU16.1.:N 1 X 4 STD. TUBE MULLION 1 X 3 6067-T6 CUSTOM MULLION s. &] z =
6063-T6 j R1
.c"....-
�/ �j CUSTOM MULLION 6063-T6. CUST•M M ,I• V 00
a
\ �i �I/' 6063-T6 • •
a 4 X63 4 Ixx: 2.168 int. Ixx: 2.218 in! >r F Z
Ixx: 4.709 in. lxx: 4.709 in. 1 . 2.168 in. F-
1 ��/_ I I Sxx: 2.355 in? Sxx: 2.355 in? Sxx: 1.445 in� Sxx: 1.445 in3
II I-- -�! •
Sxx: 1.479 in? V o
`I�,� 2'000 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) j `L N
O
\/ \ STANDARD TUBULAR SHAPES 2000 ® ci, n 0,
1IY0 TYP.WALL .125•ALL -�'I y O "3 p
ALLOY A. 6063-T6 �1.SB0- I I ) a a U
350.- TYPICAL -. / �'11 a fn
L_ ' GLAZING PRODUCT 1 5
I =ill V U
' = ] 2.000 j d1 £E
1.000 F 11
/ ' I 1b25- I Z
2-000 .125- - 2.250 _ 1 / J j 1
y.---11
' 4.000 >.4lual,. .��.�.�. 111 i
6.000 112 S.M.S. 1
012'O.C. 4.000 .125 d
4.500 - o I
. •
• al H 'IS 1
1X MULLION CLIP 3.000 4.000 - / 3.625 m <,T� I
6063-T6 4 i I
A MULLIONS CONTAININ m y " ' 9,4 ao
...\
LA TYPICAL GLAZING PRe.UCTS C405.4 - S A -
NOTCH i I
\ // oFnoNAL ;�l/ HORIZONTAL 0' ERTICAL �,�,�,�,� "
`� / PRODUCT 4 4 m -
4 , �/ .A complying N.12.
Florida . \ N N
JII'/ 0 SEE WINDOW OR ...OR APPROVAL FOR Building Code u • x ra es
S 2 X 6 2 X 4 '� , ` o
FASTENS'• SIZES AND SPACING Acceptance Nu t� - 9�/1 "
•
STD. TUBE MULLION STD. TUBE MULLION Expiration D-Je�G */11023 = z
m
6063-T6 6063-T6 !�/I i a " " I
.4 4 tY .Jo. . J-_/ E E v
Ixx:19.648 m. hoc: 7.649 in. pada•„ t �r?I =r c a E j
CLIP LENGTH Sxx: 6.549 in? Sxx: 3.825 in? j b€€€.o . Li d W I
• L' L' ._ RECTANGULAR ALUMINUM TUBE MULL c k S C o 6 1
--- -. 'c',.:„..------- INSTRUCTIONS: USING MULLION PROPERTIES ONLY
- MULL "L" lt;tunr•rrrr
USE CHARTS AND GRAPHS AS FOLLOWS. - -,++s 41 0.&41.-0,,,
1 X 2 1.688' • a+' ,f• s
STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT m;�('c3.." •.,tt.,•:4.
• L*
1 X 3 • 2.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADS : • . o°
\ STEP 2 USE APPROVED GLAZING PRODUCTS MEERNC ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. t.9.1.1,.....‘", N O p,j
_NOTCH 1 X 4 3.688' REQUIREMENTS. �,
OPTIONAL STEP 3 USE CONNECTION TO MULUON AS PER PRODUCT - U1 +A}Q " u t1 10;
2 X 4 3.688' NOTES: ,
w N
a25 BIN. STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1, REFER TO THE GENERAL NOTES ON SHEET "'Z?-�-- �%4 v� `r'
2X6 5.688' <o.
2.000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. . ��+ : . '
I 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED sus
L 2. MULLIONS MAY BE ORIENTED VERTICALLY OR . fa11V Wil:
SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. o °t Y
• HORIZONTALLY. 4: °
1 ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 TARS WITH 9 AND ANCHOR CHARTS
I 6053-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 MULLION •t:c•I ,� m
I-L600 I ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS.
al
STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS • STEEL REINFORCED TUBE MULLIONS_
- W Idth(w) _MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 Width jw) MULL SPAN 1 X 3 1 X 4 . 2 X 4 2 X 6 Width(wJ, MULL SPAN 1 X 3 _ 1 X 4 2 X 4 2 X 6 z I o y
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 o z
125.0 125.0 125.0 125.0 24 139.5 125.0 125.0 125.0 24 33.0 71.8 116.6 125.0 ,o w q a'
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 0 m Ce-
36 125.0 125.0 125.0 125.0 36 93.0 125.0 125.0 , 125.0 36 22.0 47.8 77.7 125.01
42 125.0 125.0 125.0 125.0 42 79.7 125.0 125.0 125.0 42 1 18.9 41.0 66.6 125.0 1il Da v O c
48 38-318 125.0 125.0 125.0 125.0 48 74114" 69.7 125.0 125.0 125.0 48 120" 16.5 35.9 58.3 149.7 0 R.� `l 0 ",
rn p 0 ' 6
64 X125.0 125.0 125.0 125.0 54 62.0 134.6 125.0 125.0 54 - 31.9 51.8 133.1
60 12�13y 125.0 125.0 125.0 60 55.8 1212 125.0 125.0 60 - 28.7 46.6 119: z a 3 U)
66 125.0 25.0 ' 125.0 125.0 66 50.7 110.1 125.0 125.0 66 - 26.1 42.4 1:.9 z c z z
72 125.0 125.0 125.0 72 46.5 101.0 125.0 125.0 72 23.9 38.9 99.8 N w= Z O c. o
78 125.0_ 125,0 _ 125.0 125.0 78 42.9 93.2 125.0 125.0 78 22 1 35 ' 92.1 Ksa a .-7 m 0
-
18 125.0 125.0 •0 125.0 , 18 128.4 , 125.0 , 125.0 125.0 18 33.1 71.9 /116.8 125.0j 21 j
24 125.0 125.0 125.0 125.0 24 96.3 , 125.0 125.0 125.0 24 24.6 53 -' 87.6 125.0 0 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 ? 01 ce 3
36 125.0 125.0 125.0 125.1 38 64.2 139.5 125.0 125.0 36' 16.5 35.9 _ 58.4 125.0 .4 z )
42 125.0 125.0 125.0 125.0 42 55.0 119.5 125.0 125.0 42 30.8 50.0 128.5 " F 0 1
48 50-518" 125.0 125.0 I 125.0 125.0 •s 84" 48.2 104.6 125.0 125.0 48 132" - 27.0 43.8 112.5 t`0 o i
84 125.0 125.0 125.0 125.0 54 42.8 93.0 125.0 125.0. 54 - 24.0 38.9 100.0 z e z m
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 ' ® ".'g i I
66 147.7 125.0 125.0 125.D 66 35.0 76.1 123.6 125.0.. 66' - 19.6' 31.8 81.8 T,• 3 - {
72 135.3 125.0 125.0 125.0 72 32.1 69.7 1113 125.0. 72 - 18.0 29.2 75.0 . 0 < j
78 . 124.9 125.0_ 125.0 125.0_ 78 "29.6 64.4 104.6 125.0. 78 _ - 16.6- 26.9 69.2 . ,, r
18 125.0 T 125.0 125.0 125.0 18 86.1 125.0. 125.0 125.0 8 25.5 55.4 89.9 125.0 (� m i
I 24 1 125.0 125.0 125.0 , 125.0 24 I 64.5 40.1 125.0 ) 125.0 24 19.1 41.5' 67.5 125.0 E. t; €B ' i
30 125.0 125.0 125.0 125.0 30 51.6 11 . 125.0 125.1 30 15.3 33.2 54.0 138.6 • ((J r c £
m j
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 3
42 125.0 • 125.0 125.0 125.0 42 36.9 ' 80.1 1'1 125.0 42 - 23.7 38.5 99.0 a 2 F
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 . 1z -4'54 , 137.0 125.0 125.0 125.0 54 28.7 , 62.3 01.2 ' 0`. 54' - 18.5 30.D 77.0 _`°/~ a i
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 ,E I
66 1 112.1 125.0 125.0 125.0 66 23.5 .0 82.8 125.0') 66 - 15.1 24.5 63.0 i
72 102.8 125.0 125.0 125.0 72 21.5 46.7' . 75.9 125.0 - - 22.5 .57.8 ii n aC i
78 94.8 _ 125.0_ 125.0 125.0_ 78 19' 43.1 70.0 125.0 78 20.8 53.3 m �'�
18 125.0 125.0 , 125.0 125.0 18 1.4 131.2 125.0 125.0 18 22.6 49.0 79.6 125.0 '` ' _ if 4•' , f
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 1-,, 2 W n h
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 H : f. 5 =
35 • 125.0 125.0 125.0 125.0 36 30.2 65.6 106.6 125.0 36 24.5 39.8 _ 102.2 « ' 0 m ° 1
42 130.5 125.0 125.0 125.0 42 25.9 56.2 91.4 125.0 42 - 21.0 34.1 87.6 a , .. g $ $ I
48 63" 114.2 125.0 . 125.0 125.0 48 108" 22.7 49.2 79.9 125.0 48 150" - 4 29.8 76.6 2a ' o A A
54 101.5 125.0 125.0 125.0 0. 20.1 43.7 71.1 125.0 54 - 1k3-...,. 26.5 68.1 .� n s o ' . ,,
6060' 91.3 ' 125.0 125.0 ' 125.0 T 60 18.1 39.4 64.0 125.0 t 60 - - _ 3.9 61.3 :42 a -
66 83.0 125.0 125.0 125.1 66 16.5 35.8 58.1 147.0 66 - - 2 .' 55.7 0, . u u .A i
72 76.1 142.4 125.0 .0 72 15.1 32.8 , 53.3 134.8 72 - - 19.9 51.1 Ba I
; m •U C
__ .78 70.2 131.4 125.0 . 125.0 78 - 30.3 49.2 124.4 78 - - 18.4 4.. a' ,-,i 3
HORIZONTAL UUWON ¢ ¢ f
,,,1111111faaaf
PRODUCT TYPICAL MULLION ARRANGEMENTS El `, i5 .........
•a��V,S
• -UUWON 1 ARCHES TO BE INSCRIBED oEy� !•1� s.
Z INDITE RECTANGULAR SHAPE °""�'•h N Q•01��4
GLAZING , G Zi g a NOTE; w.µ. Y
PRODUCT --ooucT -.N MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED �, �
= N PRODUCT REVISED .
GLAZING GLAZING 3 VERTICALLY OR HORIZONTALLY. •comgyingwith tlpFlorida
a= r1r �'�q'
(INTERPOLATION BETWEEN WIDTHS ALLOWED) Building Code 0 2- > ' .1
PRODUCT PRODUCT Accept��14)J8•• /�f 0f 1.... • `., I 4
E pireli' Dale ifm AI so 1' I I`
1 W1 W2 1 WIDTH (W) W1 + w2 By ✓l!, . ..-'. ' a ���ira i•11 � wl I
MULLION SPAN I 2 Mian 1• •• I a
o
I
i
I
I
MIN. EDGE DIST. -- -- - --
5/16't 4" MIN. 5/16'TAPCONS 5/16'TAPCONS 2_3/16" CONCRETE OR
/ 1-I/2'MIN.WOOD PENETRATION 1-1/2'YIN.WOOD PENETRATION y
- ------ ---- --EDGE DIST. 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE 4" �IOLLOW BL CK
II s/I6'TAPCONS 5/16'TAPCONS En m
CC
1-3/4'YIN. EMBED INTO MASONRY -1-3/4'MIN.EMBED INTO MASONRY __
rCD
�� �� 3/4" 4 PER CUP(2 ON EACH WING) 2 PER ANGLE -m,o -q_ -_—_EG7.. iii
^ u�II� 11� �� 1LJ
di I N11'`NI' v IIIA RR 'a _II
X I II 1i II I I I ..Z 4 z '
1i=;� 2 x 2% 1/6' • 2 7/16" ii 1 II NW= 1 v�' 0 1
F-11 1X FLOATING CLIP ALUM ANGLE MIN. N I
N I 1 2 B II U U IL_r '� m�d a .a]-1 ¢
\ I 1 WOOD BUCK 1 I 1 II ALUY2ANGLEB• .4 .]
1 I I I WOOD BUCK I+ 1X FLOATING CUP � f]
I 1 I 1 N U U
__I I \ I I 1 C:1 Q
I 1 1 ` Z Qr
r.
•
3/4" MIN. 5/16"TAPCONS FI
ANCHORS TYPE 'D' (INTO BLOCK) U F E_,
Et
EDGE DIST. 1_1/2•MIN.WOOD PENETRAnON ®7 ¢ Z Z
1 PER AN' ANCHORS TYPE 'C' (INTO CONCRETE) GQGQyy
>• 4 ANCHORS THRU 1X BUCK o w
Mi... .‘1111111111.17111\I
/ 1/ ALL CLIPS AND ANGLES TO FIT SNUG k, a— I
\z `II/ ' INTO CONCRETE OR BLOCKIIINTO TUBE MULLIONS. N`� (I U' 1'•x4" & 2"x4" MULL CE- I
t/ TAPCONS MAY BE HEX OR FLAT HEAD. W_ �o�p -..� `x Y Y Y a j 0.
— ''' "L—��r-!" MIN. EDGE DIST. (~ ' a E
2-3/16• CONCRETE OR (n c.e. 2 I
4" HOLLOW BLO K ' 5/16'TAPCONSD
/ 5/I6"TAPCONSSONRY /� a SC
1-3/4"WIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY y..1 ? Z `
2 BY 2 X 2 X 1/8-
1
2 PER CUP(1 ON EACH WING) 1 PER ANGLE ` z
6- -1 W000 BUCK ALUM ANGLE - f i' 1 z
U U P T ''''''''''i---'el- lpp
ALL CLIPS AND ANGLES TO FIT SNUG ', ,. n
ALTERNATE INTO TUBE MULLIONS. .T a• ^ ` '•!AI .° ..' ` •. - ° r n
ANCHOR LOCATION ,r _ to m I
TAPCONS MAY BE HEX OR FLAT HEAD. f _ _I �„�' ^ • v N �
ANCHORS TYPE 'A' e -
2 ANCHORS INTO WOOD �- I I I I I -' w a
I I
II I r c N 1
X I I II I ! L N m ^I
Q L-, J
TAPCONS
WOOD BUCK 1x FLOATING CUP 1:.] i ALUM A GLE 1
1 1 4" MIN. 1-1/2"MIN.WOOD iPENE RAON \ I U a v° e s n N
5/I6'TAPCONS N
El GE DI T. 4 PER CUP(2 ON EACH WING) 1-1/2"YIN.WOOD PENETRATION I 1 c v c a1 y
Ida
2 PER ANGLE I I I u e
-1—__4__L._I -1-4-I--
ANCHORS
- '`: o 0 i d m
� �r� ��1111
pJuP
nI►,� \�1111M— Jp�II ---L.4.•••,01-r_
1��d�A� � ANCHORS TYPE 'F' (INTO CONCRETE) ¢ m U
� � ,•'�■�!• .„•,,,r_.!,, '. • • �° ,. 2 ANCHORS THRU 1X BUCK `L6.lTu1tt+1jo1
I II I I I I ��I. INTO CONCRETE OR BLOCK ee�„".1 ¢ b.:;.�:.
I
1 it
�(1= Cry "..... .[:•-......-,:.
X 11. 1 ii U II ..
`� FLOATING CUP II I I 2%2 N 1/B' •�''II II
• 4' n
N I I 2 BY I U U ALUM ANGLE ;y •�•��
\ I I WOOD BUCK I i i pRODUCI'REVISED •- ....,.i..:.,,,,,,,-,-
._
1 I I I 1 1- 1
Buildingat CY1Y1111a Florida C)�',�.▪ 5 ”-'7(0-4= -`1
Acceptance No/: • y I-- Oti.. ••(4e 4. 1
a••alio,pato 3F.L+iGt• s ,.�� •.. .,_
ANCHORS TYPE 'B' ALTERNATE .44 ••(c,,: a ��'.•"`L� w
4 ANCHORS INTO WOOD ANCHOR LOCATION
MiamiO C .•act a
CZ
1
•L - - --- --- - - - - -
•
5/16'TAPCONS TO
-- - -- MIN. EDGE DIST. I-3/4-MIN.EMBED INTO MASONRY • MIN. EDGE DIST.
2 PER CLIP-(1 ON EACH WING) 5/16"TAPCONS 2-3/ E OR 5/16'TAPCONS 5/16 TAPCONS C3
2-3 OR 1-3/4'MIN.EMBED INTO MASONRY( 4• OLLOW BL CK 1-3/a'MIN.EMBEDINTMASONRY 1-3/4•MIN.-E>dBEO INTO-WLSONRY o 0 - _-� _
4' HOLLOW BLED K 3 1/4" 1 PER ANGLE 4 PER CUP(2 ON EACH WING) 2 PER ANGLE ' F 4
11 MIN. I , .. M z— .
a I - I v" MIN. .. a • ,m U J o
n ,1Iyp1I� - ! \rC vii o o
^. 11 ' 11. • •I•. T I • •• •I • I• I Oo O GI
Z
t.
°lir. !!=l �_____ .. z Y v g en z F
1 I I I I I J Z C z' Q
I I W S Z
I I CONCRETE OR X I I I I m d O •� O
CONCRETE OR I
M CONCRETE OR L-1 CEMENT BLOCK 2%2 X 1/B' M ` L-J CEMENT BLOCK 2%2 X 1/B" F J
L-1L'-'J o
CEMENT BLOCK ALUM ANGLE _ I ALUM ANGLE.
•
• FLOATING CLIP LI U \ I FLOATING CLIP Li U Z
I 2 7/16 I \ I �' rii W O
I MIN. � •
1 E' J
-L-_4___L_ 4- I Ar- .4 F ti
3 1/4"
. a
MULL MIN. MULL ®z Q Z x
CW w S
' '
ANCHORS TYPE D (INTO• BLOCK) N =41r
ANCHORS TYPE 'C' (INTO BLOCK) W a ¢ 6
ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'C' (INTO CONCRETE) a
2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK N cF. a ••E
1"x4" & 2"x4" MULL p) m x 1
I- -1 ALTERNATE MULL ' a U
ANCHOR LOCATION II a
I MULL �-I
l • I I I I "v
• 1 I 1 I p
r -I r'
Q- • 1 1 FLOATING CUP C
I 1 X
Ir I I v a n c
<IQ �Ii I N CONCRETE OR I'_- B N v _ (6M1 d�
• CEMENT BLOCK 11 II m L'i
---- II II 4
II ii
a I ,\ -a aLL� oN
F- -:-.--1.
• I .•1 .. .
Q .. = a g
5/I6'TAPCONS IIII IIII •
Z r a a m m
Y �. 1-3/4'MIN.EMBED •• y y z • M !^ ,.� Z Al
Y
INTO MASONRY III '/j 3= 2 E E "' '
2 PER CUP
(1 ON EACH WING) 5/16'TAPCONS ' 1 , I o T+
I I /12 SMS 1-3/4'MV.EMBED INTO MASONRY a s ri p o p
I I 2 PER ANGLE 4 PER CUP(2 ON EACH WING)
1 1 W d 4 Y
111 III ` •�'•• • •'•' 1A,.
r Q I I_ I I � � �,�0.• �
4.•
II II' • ALL CLIPS AND ANGLES TO FIT SNUG R '03 a 0 O
t I' ,_iT�J.`i" INTO TUBE MULLIONS. y .* a2
TAPCONS MAY BE HEX OR FLAT HEAD. • ;w M 0�
• !y • .KODUCT REVISED z''.• si.�i:
•• •
- I '-'- as comptyilg will lho Florida ..
a'• CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Baitdn,g Cade zrr$4i' Q/����_;; j I
• 1 n WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR ACC4p1ffi144 Nod• 0 A T-. �i •••• . ••.`�
i WATER-WHITE METHACRYLATE COATILACQUER. B'' `hO4�I`_Friel a
•
G3
�5/I6'TO MASONRY t-3/4'MIN. EMBED By / li4 '�^LL�..` a
INTO - I PER ANGLE
Miami• 1 " T_I p
V
—•--- (2E:4.osmei,,,DIEA:i=mcr.c.0,..,iiNG)::',..,6.4...._.„. :
- - ------ -
',...„.... MIN. EDGE DIST. MIN. EDGE DIST.
2-3/16" CONCRETE OR 2-3/16 CONCRETE OR
4"1.HOLLOW BLOr
_ _ 4" HOLLOW BLOCK 3-3/4" 5/16"TAPCONS3-3/4" 5/16.TAPCONS
MIN. z _ 1-3/4"MIN.EMBED INTO MASONRY
A
17 41-YER4-.14..,,"-
4 PER CLIP(2 ON EACH WING)
1 MIN.
• LO CI)
• • • t I i .
• • ! . CLIP LENGTH
• - 0 o
tar 1-7 I
MULL "L"
co 0 n
-i a ••,C Z co
GI
›E il
0
• rn z
§ 0
o 2 X 6 5.688' 0 La a o
rl 2X6 MULL 5/16-TAPCONS 'rNi 1 W000 BUCK
1-3/4.MIN.EMBED INTO MASONRY ',. il / 2x6 HI
5/16"TAPCONS 0 M
4 PER CUP(2 ON EACH WING) .- iI
il 1-3/e MIN.EMBED INTO MASONRY
4 PER CUP(2 ON EACH WING) rra z
1 3/4" 0 xi o
n
r
i MIN 1 3/4"
0-' .--.‘ "4 E-• •:,5 E
1 •
4 1 1
i :
, MIN.
3/4" 1 i
I . : 1
1 , . : '4 Z •-•
I . .
.-., r..1
1 0 7206 Li .
- CLIP LENGTH 206 MULL I .. k. ••••• a.—
tii O .-1 ›-•
6 E-.
I ' . • " .*B.1==" - Dr)W m
206 MULL-\- • .' . H kl a.
MULL "L" c:: 1 114'.-
• ',,- . ----.. L:
• .-,- 2 X 4 3-:
• \Z
I T .
2 x 6 5.688'
I n .,• '
1 .
,....,
0 u - -- .
. •
3-3/4"
--1 .
I 111. -
k i G O ..,..'.;:,•,-9 4
MIN.
, . t 2 ',11 -i2I1 i 4
5 11/16 ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E (INTO BLOCK)
INTO TUBE MULLIONS. AN • ORS TYPE 'H' (INTO CONCRETE) 1BY f' b A A
WOOD BUCK
ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. E .. o o II
4 ANCHORS THRU IX BUCK 45. i' E
ANCHORS TYPE 'H' (INTO CONCRETE) CLI" OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED TO CONCRETE OR BLOCK 5, 5,
ANCHORS INTO CONCRETE or BLOCK H ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR r MULL SHOWN
''''
2-X6" MULL SHOWN
WATER-WHITE METHACRYLATE LACOUER.
ei 8
• p .I. e.i cil i i
• . ¢ k .
•
lollllettio
lllll at
. 4*'s •..........•,/v/A•
.r.C).." '•',..11...1.
0 -.•.za
4 -,.- ''.'- '1 -•--Q-'
• - PRODUCT REVISED
es complying with De Florida o 6- ° •L-
. Building Coda ,., -•4;`••)
No
Acceptonce / -' '4.114 a4 .
4..
Expirutio fobe 3Frir.Ze g
ul1
. By Altai .
clE-‘
1
,.•
• . ptoduct Coht9g4--
1 -
_->
•
. I
. I.
MIN. EDGE DIST. 5/I6'TAPCONS
2-3_/16" CONCRETE OR I-3/4•MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH- —-_-_-
4 TOTALW.
4."-HOLLOW HOLLOW BLOCK - (z ON EACH WING) MIN. MULL "L" c y
1 X 2 1.688' - - - -- --- - - - o W
a a nm-y---z
•'n � n 1 X 3 2.688' I,1 I o
. to
1 - . I X 4 3.688" torn c.' a s
oLd
1•1111111 �I.11�-�11� 2 X 4 3.688' m o In Z W m
J C) e U r
2X6 5.688' 3"� H o
2 MIN.16"I 244 or 246 Mull 1. ALL CLIPS AND ANGLES ARE TO FIT Z Z 0 0 a
2 x 2 x 1/4" SNUG INTO TUBE MULLIONS. o W Z
L J , U LJ ALUM ANGLE 2. WHERE ANGLES ARE NOT FIT SNUG co ll a a a o
INTO TUBE MULLIONS, SEE OPTIONAL1.
• ANCHOR DETAIL AT SHEET 9 OF 10. = M
2 [=T z
® 14 S.M.S.
CLIPS OR'ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/CHANNEL TUBE MUUJON .4 a
WITH ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR a F., ".1 E
WATER-WHITE METHACRYLATE LACOUER. U . F- €
a
•
z y Z
C'rJ Oz
MIN. EDGE 01ST. 11 m
2-3/16" CONCRETE OR . �f M A A
4" HOLLOW BLOCK 112 F.H.SM.S. I w A.
Qa
z/SIDE w
a.
1/B'THINK HLTCHANNEL C'''
ULENGTH TO FIT SNUG I
a
INTO MULLION j TUBE MULLION V C ..
TUBES MAY BE NOTCHED • (1/ -s C I
• ' ,, n 2 AS SHOWN TO ALLOW INSTALLATION • , U ,
OF CUP ANGLE rrr! 77
LOCATION OF SCREWS CONNECTING " CAULK JOINT AFTER ASSEMBLY ^ 6
IT�11=11� \\\FI
ANGLES TO TUBES WHERE ANGLES X T+,a..��Tza�om ' d14 FH OHS
ARE NOT FIT SNUG INTO TUBE ¢ I I 2 PER CLIP b
MULLIONS. I I L'4111r1111111
ACCESS HOLE 7_1/2.O.C.MIN.11AN OA5/e(2) a' R i
ad
L J m �• 'o`,z�
5/16•TAPCONS I4 SMS '3• u• , 'j$
1-3/4'MIN.EMBED INTO MASONRY 4 PER ANGLE - y . W �oE2 PER ANGLE illSNiI -- 6 4, -
ill _ii
1 v b m 4 a
•• I 2 x 2 x 1/8• THIS SCREW CAN BE ' — d N N
ALUM ANGLE I 12 FH OHS I' t v s
O INSTALLED IN EITHER I I 1
` o •C DIRECTION �A 1 z PER CUP 9 m w
w 1 1 1'O.C.MIN. u I o o f w
I z a
E E
M11■IIif1M11E1 21 8 i% o
1/ 11 tl 11 ? m Li o w
•
1-3/4-X 2'x 1/B'(FOR 28Y TUBE) pppC i• Z 3/4'X Y X 1/6'FOR(lBY TUBE) e 4 `
ALUM ANGLE
CUT TO FIT SNUG INSIDE TUBE ...„..11,1.,;,'i
.' • (, A 11 A 11 � •INIHNIUMUMIIIII
mrwww ANCHORS TYPE 'I' w �2241METAL TO METAL CONNECTION F13'N�`''', [� •1 'I '4�•''I'.�.".'" • USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION �+ ,. '+ w,'.rT„f
r .I PRODUCT REVISED a= '- %°_:.acv I
3-3/4" ALL CLIPS AND ANGLES TO FIT SNUG complying with•.lFn Florida 's A`i.5ter'-;F.,_� ` •�+''-I
fluDding Cods ' - ‘`'...•,
MIN. INTO TUBE MULLIONS. Acte No Q..* E•2 eL't, y+ 4E 7.211
. 1 3/4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. Expirationate.4-_ t Vas
a S;Ij ^','V' . cl
I MIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK BY ✓. Ai; ��' a
Mipon'aMa Product Co • LO
.
a
L
ANCHOR TYP Ss_ ANCHOR TYPES ANCHOR TYPES --- - --- -- -1
Width MULL SPAN A B C^ 0 E F G H I width(y0 MULL SPAN A B C D E F 0 H 1 Width(y4 MULL SPAN A B C 0 E F G H I y
-- - 18 125.00 .-' -i1 12500 12500 1=0'125.00 12500 125.00 18 ,90.72 125.00 125.00 125.00 125.02 125.00 125.00 12560 125.00 18 56.13 11227 129.07 125.00 125.00 144.27 12500 125.00 125.00 0o
24 131.65 125.00 12500 125.05 125.00 125.00 125.00 12500 125.00 24 68.04 136.08 125.00 12510 125.00 12500 125.00 12500 125.00 - 24 --_- --- -_- 42.10 84.20 96.80 145.60 125.00 108.20 12500 125.00 115.70 0
30 105.32 125.00 12500 125.00 125.00 125.00 12500 125.00 12500 30 54.43 108.86 125.16 12500 12500 13989 125.00 12500 149.59 30 33.68 67.36 77.44 116.48 125.00 86.56 137.24 125.00 9256 - 6--us -� - -N e
36 87.77 125.03 12500 125.00 125.00 12500 125.00 12500 125.00 36 45.36 90.72 165.30 12510 125.00 11558 125.00 12500 124.66 36 78.07 56.13 64.53 97.07 129.00 7213 108.53 14420 77.13 n m y - 19 0 '
1523 -u .-.11 125.00 125.00 25.0 12500 12500 125.00 42 38.86 77.76 8940 134.46 125.00 99.92 12500 12500 10685 42 24.06 48.11 55.31 6303 20 110.57 61.83 93123.60 6611 r M m 1 Z
/'�48 -
0 65.82 131.65 1251) 125.00 1250 12500512500 12500 12500 48 74114 34.02 68.04 78.22 117.66 125.00 87.43 131.56 125.00 9349 48 120 21.05 4210 48.40 7280 9535 54.10 8t40 10915 5785 N g e cs Z 0 I
64 58.51 . .53 12500 12500 0 12500 12500 125.00, 64 30.24 60.48 69.53 10458 138.99 7772 116.94 125.00 83.11 54 18.71• 37.42 43.02 64.71 88.00 48.09 7236 9613 51.42 o 51 2 C P.I
60 52.66 105.32 121.08 125.00 12500 12500 12503 12500 144.72 60 • 2722 54.43 6258 9413 125.09 89.95 10524 139.83 7480 60 16.84 33.68 36.72 5824 77.40 4328 65.12 86.52 46 8 0 ul o e w
66 _ 47.87 9574 110.07 175.00 175.00 125.00 12500 12510 131.56 66 24.74 49.48 5589 85.57 11372 6359 95.68 127.12 88.00 66 15.31 30.0. 3520 5295 7036 39.35 59.20 7565 4207 311 a y ro ry
72 43.88 87.77 10190 125.00 125.00 125.00 125.00 12500 125.60 72 2268 4536 52.15 78.44 10424 5829 87.70 11653 62.33 72 14.03 28.07 3227 48.53 6450 3607 5427 7210 3857 Z 8- : 07 O
78 40.51 81.01 9314 140.09 125.00 104.11 12500 12500 111.32 78 20.94 41.87 4814 7240 9522 5381 8095 107.56 57.54 78 12.95 25.91 29.78 44.87 5654 33.29 50.09 65.55 35.60 -o Z Z Z Z
18 133.06 125.03 12500 12500 12500 125.00 125.00 12500 125.00 18 80.19 125.00 125.00 125.00 12500 12500 125.00 12500 12500 18 51.03 10206 117.33 125.00 125.00 131.15 125.00 125.00 140.24 m,a z. J < g
24 _99.79 12500 12503 12500 12500 125.00 125.00 12500 12500 24 0114 12029 13829 125.00 12500 125.00 12500 12500 125.00 24 3827 78.55 88.00 13238 12500 98.36 148.00 12500 10518
DI
30 79.83 125.00 125.00 125.00 125.00 125.00 12500 12500 12500 _ 30 48.11 9323 110.83 125500 12500 12366 125.00 12500 13223 _ 30 3562 6124 70.40 105.89 140.73 7869 11540 125.00 84.15
36 66.53 13306 125.00 125.00 125.00 125.00 12500 12500 12500 38 40.10 80.19 92.19 136.67 125.00 10305 125.00 12500 110.19 36 25.52 51.03 58.67 8824 117.27 6558 98.67 131.09 70.12 W U J
42 57.02 114.05 131.12 125.00 12500 146.56 12500 12500 12500 42 34.37 6823 7902 118.86 12500 88.33 13290 12500 94.45 42 21.87 43.74 5029 7564 100.52 58.21 84.57 11236 6010
48 50518 49.90. 99.79 114.73 125.00 12500 12824 12500 12500 137.13 48 84 30.07 60.14 69.14 164.00 138.21 77.29 11629 12500 82.64 48 132 19.14 3627 44.03 66.18 8795 49.18 7400 9832 5259 Cn 4.1 M co
64 44.35 68.70 101.98 125.00 12500 11199 175.00 12500 121.89 64 26.73 53.48 61.46 9244 12288 68.70 10:3.37 137.33 7346 64 17.01 34.02 39.11 5883 787.9 18 43.72 6578 84575 !. Q E. 7 E
60 39.92 7983 91.78 138.05 12.00.102.59 125.00 125.00 109.70 _ 60 24.06 48.11 55.31 8320 110.57 61.83 93.03 12387 6611 60 15.31 30.62 35.20 5295 70.36 3935 5920 78.65 4207 05.
66 3629 7258 93.44 125.50 125.00 93.26 140.33 12510r.99.73 65 21.87 43.74 50.29 7564 100.52 56.21 84.57 11236 6010 • 66 13.92 27.83 3200 4813 6197 3517 51.82 71.50 3825 z V C
72 3326 66.53 76.48 115.04 125.00 8549 128.83 12500 91.42 .72 20.05 40.10 4510 .9.33 9214 51.52 77.52 10100 55.10 72 12.76 25.52 79.33 44.12 58.64 32.79 4933 6555 35.06 ®.I j 2 n. 3
78 30.71 61.41 70.60 10619 141.13 78.92 118.74 125.00 84.9 78 1851 37.01 4255 64.00 8505 4756 71.56 9508 5086 78 11.78 23.55 27.18 40.73 54.13 30.27 45.54 80.50 3236 o' ,�"' g A .
18 118.18 125.00 12500 125.00 125.00 125.00 125.00 12500 12500 18 70.17 140.33 125.03 12500 12500 125.00.12500 12500 12500 18 46.78 93.58 107.56 125.00 125.0) 120.72 12500 12500 128.56 y o a w
24 88.63 125.00 12500 12500 125.00 125.00 12503 12500 12500 24 52.63 105.25 121.00 125.03 125.03 135.25 125.00 125.00 144.63 24 35.08 70.17 60.67 121.33 125.00 90.17 135.67 12500 96.42 Cry]N d o I
30 70.91 141.81 125.00 125.00 125.00 125.00 125.00 12500 125.03 30 42.10 84.20 9580 14560 12500 108.20 12500 125.00 115.70 30 28.07 56.13 64.53'97.07 129.00 72.13 10853 144.20 77.13 �'11[(1 w N
36 9.09 118.18 73586 125.00 12500 12500 12500 12500 12500 36 35.08 70.17 80.67 121.33 12500 9017 135.67 1200 96.42 36 23.9 48.78 53.78 80.89 107.50 60.11 90.44 120.17 64.78 coo
0
42 50.65 10129 11545 125.00 125.00 13017 12500 125.00 139.19 42 30.07 60.14 69.14 104.00 138.21 77.29 116.29 12500 8264 42 20.05 40.10 46.10 6133 9214 51.52 77.52 10300 55.10 V v 6
48 57 44.32 8863 101.89 125.00 125.00 113.89 12500 125.00 121.79 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 6067 80.63 45.08 67.83 90.13 48.21 o Z 4
64 9.39 7878 90.57 13623.12500 10124 12500 125.00 108.26 64 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 60.11 4285 0 a oaf. x
60 35.45 70.91 81.52 12261 12500 91.12 137.09 12500 97.43 60 21.05_4210 4840 7280 9675 54.10 81.40 10815 57.85 60 14.03 28.07 3227 4853 64.50 3507 5427 7210 38.57 2 Z
66 3223 64.46 74.11 111.46 148.13 82.83 12463 12500 88.57 66 19.14 3827 44.00 66.18 87.95 4918 74.10 9E32 529 66 12.76 25.52 29.33 44.12 5864 3279 49.33 6555 3506 A ct
72 1 29.54 5109 67.93 10218 135.79 75.93 11425 12500 81.19 72 17.54 35.08 40.33 60.67 80.63 4508 67.83 90.13 48.21 72 11.69 23.39 28.89 40.44 5375 30.06 45.22 60.08 3214 Z c
78 27.27 54.54 62.70 94.32 125.34 70.09 105.46 14011 74.95 78 18.19. 32.38 37.23 '58.00. 74.42 41.62 .6262 8319 44.50 78 , 10.79 21.9 24.82 37.33 49.62 27.74 41.74 55.48 29.67 v i
18 106.92 125.00 12500 12500 125.00 125.00 125.00 12500 12500 .18 62.37 124.74 143.41 12500 12500 12500 125.00 125.00 12500 18 44.91 89.81 103.25 125.03 125.00 11541 173.65 125.00 123.41 X
24 80.19 125.00 125.00 12500 12500 12500 12500 12500 12500 24 _ 46.78 93.56 107.56 125.00 125.0) 12022 125.00 12500 12856 • 24 33.68 87.36. 77.44 116.48 125.00 8856 13024 125.00 9256 • •
30 64.15 128.30 147.50 125.00 125.00 125.00 125.00 125.00 12500 30 37.42 74.84 86.04 129.42 12500 9618 144.71 12500 102.84 30 26.94 53.89 61.95 9318 123.84 6025 104.19 13843 7465 a• = = .9
N 3 N ..'''..7,-,.•...,1:-,.
I
06 53.48 106.92 72292 125.00 12500 137.40 12500 125.00 146.92 38 31.19 62.37 71.70 107.85 143.33 80.15 120.59 12500 8570 36 22.45 44.91 51.63 77.65 103.20 5771 8683 115.36 61.71 m .. .. If
42 45.82 9t65 105313 12500 125.00 117.77 175.00 125.00 12593 42 29.73 53.46 61.48 9244 12286 68.70 10337 137.33 7346 42 1925 38.49 4425 6558 88.46 4946 74.42 98.88 5289 o o
48 63 40.10 80.19 9219 138.67 12500 103.05 12500 12500 110.19 48 108 ..23.9 46.78 53.713 8189 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 8652 4628 -• - e
54 35.64 71.28 81.95 123266 12500 91.60 137.82 12500 97.95 54 70.79 41.58 47.80 71.90 95.56 5143 80.40 10681 57.14 64 14.97 29.94 34.42 51.77 6880 3847 5788 76.91 41.14 ` r W 11' ` a
N
60 32.08 64.15 7375 110.93 147.43 8244 124.04 12503 88.15 60 18.71 37.42 4302 64.71 86.00 4809 7238 98.13 51.42 60 13.47 28.94 3198 4659 61.92 34.62 5270 60.22 3705 m -
66 29.16 5832 67.05 10185 13403 74.94 11276 14982 80.1466 17.01 34.02 39.11 5883 787.3
18 4372 65.78 89 4575 64 12.25 24.49 28.16 4236 56.29 31.48 47.36 6292 3366 ..1".
'1- (5
72 26.73 5146 61.46 9244 12386 68.70 103.37 137.33 73.46 '72 15.59 31.19 35.85 5193 71.67 4007 0130 80.11 4285 72 11.23 2245 25.81 38.63 51.60 28.85 43.41 57.68 30.85 3In ' E 0 0
78 24.67 49.35 56.73 8533 113.41 63.41 9641 126.77 67.61 78 14.39 28.79 33.09 49.78 68.15 3599 55.66 73.95 39.56 78 10.36 20.73 233.83 35.84 47.63 2663 40.07 53.24 2848 ry v° s s c mn
< N
� i ai
u
z z
ANCHOR/CUP ANCHOR/CUP 22 zASO-4. E 3 3
HORIZONTAL MULLION `i .0 1
ANCHOR CLIP NOTES: . m o -
- PROD NG 4
v6ancaL z PRDDucr 3 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER 4
MULUON o
r ! TO SHEETS 6, 7, 8. & 9 FOR DETAILS AND NOTES. 1p��utngt
7 ''• `• 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE• IX,� * -.4.,. .i
GIAZINC GUIDING Q
PROOUCi PRODUCT <C LAZING
PR DUCT PRODUCT ` 3. STHEE DESIGNHLLOADSPREQUIREDEFOR N PARTICULARROPENING. - aRy*aqC.).•• 0......
•• '•IL L.""I''
I.
H J' 2FRPj-y N ��
cc a 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER .K4* e M-4_
ANCHOR/CU' W U
> ANCHOR/CLIP F LOCATIONS AT HEAD, SILL OR JAMB ENDS. <i;�05 a '� •Z
1I w 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCT REVISED So-.1.4 0:O�
'J'� as complying with the Florida a�. `,�1 Z _ �.. 1
N......." Building Code x u}'1 p��. 1
Acceptance Na 8-•- 9.03 F �iy ';✓{ ;�';� '.
601 �? HORIZONTAL MULLION Mvir.2ionpao 5F'=i4.1► a in t' �o I
�. o. IA41 5`9� I
SPAN Dy Lh!. r. J.i'-- 4 9 a i
TYPICAL MULLION CLIP ARRANGEMENTS Misc.'Dade Paxluct .4
- t
i
6 1