HomeMy WebLinkAboutNOA # 14-0908-.08MIAM4QADE ML"H-DARE COUNTY, FLORIDA
• PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECON01-1IC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE AMUNISTRATION DIVISION T (786) 3152590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) MM.n iamidnde.Fov/econoihv
Lawson Industries, Ine.
8501 NW 90 Street
Medley, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER—
Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below.- The Miami —Dade County Product
Control Section (In. Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by. Miami —Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.
APPROVAL DOCUMENT: Drawing No, LAW—ML--1001, titled "Aluminum Tube Mullions" Sheets 01
( through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and
�✓ sealed by Thomas J. Sotos, P. E., bearing the Miarni—Dade County Product Control Section Revision stamp
with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control
Section.
MISSILE 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.
RANEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety,
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 12-0127.07 and consists of this page 1 and evidence pages E--1,1r-2 and E -3,
as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
NOA No, 14-0908.08
�,r d MIAMt DADIi COUNTYExpiration Date: May 30, 2017
Approval Date: November 06, 2014
Page 1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. 'Manufacturer's die drawings and sections.
(Submitted under previous NOA's No.'s 02-0501.05 and 95 1212.09)
2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through
10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, 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 rrirder previous 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. HE, TI-02-1714, dated 08/27/02, signed
and sealed by Rafael E. Droz-Seda, P. E.
(Submitted under previorrs NOA No. 02-0501.05)
3.
Test report 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 inch span aluminum
tube mullions 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 previous NOA No. 02-0501.05)
4.
Test report 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 alurnin- u . sliding
glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HE, TI-02-1718, dated 8/27102, signed and sealed by Rafael E. Droz-Seda, P. E. -
(Submitted tinder previous 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 underprevious NOA No. 02-0501.05)
Jaime D. Gaseon, P. E.
Product Control Section Supervisor
1
NOA No. 14-0908.08
Expiration Date: May 30, 2017
Approval Date: November 06, 2014
E-1
Lawson Industries. Inc.
,1 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 previous 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—inch span mullion and a 45"inch 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 previous 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 previous NOA No. 12-0127 07)
2. Glazing complies with ASTM E1300-04/ 09
D. . QUALITY ASSURANCE
I. Miami —Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to and complying with FBC 5'" Edition (2014), issued
by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E.
2. Department of State Certification of LAWSON INDUSTRIES, INC, as a for profit
corporation, active and organized under the laws of the State of Florida, dated
04/11/14 and filed at the Secretary of State.
3. Statement letter of conformance to and complying with FBC 2010, issued by
manufacturer, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E.
(Sttbirtitted tuuler previous NOA No.12-0127.07)
4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12,
signed and sealed by Thomas J. Sotos, P. E.
(Submitted under previous NOA No.12-0127.07)
Jaime A Gascon,'P. E.
Product Control Section Supervisor
NOA No. 14-0908.08
Expiration Date: May 30, 2017
Approval Date: November 06, 20X4
E •-- 2
t
Lawson Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (cON'UNUED)
5. Notification of Successor Engineer for manufacturer's NOA document per Section
61G15 27.001 of the Florida Administrative Code, notifying original engineer that
the successor engineer is assuming full professional and legal responsibility for all
engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18,
dated 05/20/10, signed and sealed by Thomas I Sotos, P. E.
(Submitted under,pt evious NOA No.10-0610.02)
6. Laboratory compliance letter for- Test Reports No.'s HETI02-1714,
HETI 02-1716, BETI-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, R E.
(Submitted under previous NOA No. 02-0501.05)
7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01131196, and
FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratoiy, Inc.,
signed and sealed by Gilbert Diamond, P. E.
(Submitted under previous NOA No. 02-0501.05)
G. OTHERS
1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their
Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement - L.M.12%
approved on 03/29/12 and expiring on 05/30/17.
Jaime D. Gascon, P. P.
Product Control Section Supervisor.
NOA No. 14- 0908.08
)expiration Date: May 30, 2017
Approval Date: November Q6, 2014
E-3
ANCHOR/CUP
GLAZING
PRODUCT
3
ANCHOR/CUP HORIZONTAL MULLION
VERTICAL
VERTICAL
MULLION
MULLION
GLAZING
GLAZING
GLAZING
o
PRODUCT
PRODUCT
PRODUCT
31
s
ANCHOR/CU
W1
MULLION SPAN
WIDTH (W) = Wt + W2 + W3
2
THESE MULLIONS ARE RATED FOR URGE MISSILE IMPACT
ANO CAN BE USED WITH ALL LAWSON'S MIAMI—DADE
—ANCHOR/CLIP
COUNTY APPROVED IMPACT AND NON —IMPACT PRODUCTS.
HORIZONTAL MULLION
RECTANGULAR ALUMINUM TUBETUDE MULLION
GLAZING
USING MULLION PROPERTIES ON Y
(�
PRODUC
s
GENERAL NOTES:
&
"
I
I. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE
;
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EOMON INCLUDING
HIGH VELOCITY HURRICANE
Z Z'
+'N
=
20NE (HVHZ).
2. ALL CIAZINC PRODUCTS USED WITH THESE MULLIONS MUST MELT THE
x
APPUCABLE FLORIDA BLDG. CODE REQUIREMENTS I.E. WIND LOAD, WATER
DHILTM710N. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
II
3. MULLIONS ARE APPROVED FOR IMPACT AND HDN—IMPACT APPLICATIONS,
GLAZING
INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED.
PRODUCT
4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
=
O
LOADS TO THE STRUCTURE.
S. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT 10 BASE MAIOML SHALL BE BEYOND WALL DRESSING OR SRXCO.
B. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS .
ARE NOT PART OF THIS APPROVAL
•
7. A LAID DURATION MCRME IN ALLOWABLE STRESS IS USED IN DESIGN OF
T _
WOOD ANCHORS ONLY.
I"/•,i
S. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS,
THAT COME INTO CONTACT WATT OTHER DISSIMILAR MATERIALS SHALL MEET
MULI.ION SPAN
THE REWIREMENTS OF THE 2014 FLORIDA SLOG. CODE — SECTION 20018.4.
MULLION h CUP NOTES:
1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
2 OF 10 FOR DETAILS AND NOTES.
REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
HORIZONTAL MULLION
2, FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET
4 OF 10 FOR DETAILS AND NOTES.
• REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS
1
6. 7. 8, k 9 OF 10 FOR DETAILS AND NOTES.
g 1
+
N
• REFER TO SHEET .10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS
3
�
GLAZING GLAZING II
PRODUCT PRODUCT 3�
ERTLCAL
"LION ..ANCHOR/CLIP o
WIDTH W WI + w2 wl + wz
() = 2 1 WIDTH (W) = z
TYPICAL MULLION ARRANGEMENTS
•. ............
U N
q'tWM iyfoRRVISBD
aomp awllhlimlRoHde
IrdldinDCnde pQ pp
Acttdmnallo "
0
��
r, J _
'S .;
PT
,J''•'•/
is P"N
alnrilTedSPm une of 1
t1.eNNua
ELL
�Ijjl N�
+I I�dO U01
ANGLE CUP
w63-T6
2x6 1 x 4 1 x3 1X*3
A�awl
CUSTOM MULLION CUSTOM 1 LION CUSTOM MULLION
w"-TO 6060-76 6063-76
DIx: 2.070 Ind Ixx: 1.000 Tni Ixx: 0.950 in!
6.000 91x: 1.035 irt� Sxc 0.667 in'. Sxx: 0.633 Ire
(FLANGE FFWJE) (nN FRAME) (FLANGE FRAME)
STAN TUBULAR SHAPES 2D0p
1 TYP. PULL - .126' ALL
II ALLOY . 600-70 LWO .1®
J
TYPICAL'
GLAZING PRODUCT
.T2,
2A00
,Aw
6A00
I An
—211100 3A00 /.000 4A00
MULLIONS CANTAININ • STD. T B xM I LION
TYPICA , AZINC PR )DUCTc 6083-To
2 X 6
HORIZONTAL OR VERTICAL 2 x 4 1". 2.070 Ir
SEC WINIXAN OR DOOR APPROVAL FOR wOT-TB
STD. TUBE MULLION S7D. TUBE MULLION Spot 1.035 Ind
WR
TASIENFRM SIZES AND SPACING6003-TO
Ixx: 8.280 ink Ixx: 2.980 Ind
S. 2.760 Ind Sxx: 1.49O A
1 X 2 1 x 2
CUSTOM MULLION CUSTOM MULLION
6oe3-76 8063-TS
Ixx: 0.370 ink Ixx! 0.330 Ine.
Sxx: 0.370 0 Sxx: 0.330 in3
rIAoo
P�w
L L.
1 x 3 1 x 2
STD. 1l as ,o I ION T6053 MILL I MN
waT-TB-1e waT-Te
I= 0.950 In! I— 0.330 4"
Sxx: O.&M fni Sxx: 0.330 ine.
NGTH
RECTANGULAR A MIN IM T B M I IOj9$
USING MULLION PROPERTIES ONLY
'L"
INSTRUCTIONS:
L6BB'
USE CHARTS AND ClAPIrs AS FaLOWSv
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
STEP 1 DLTFAT6NE DESIGNI/>A REquaD ron PArmcuuR oPTDxD.
AND CAN 8E USED WITH ALL LAWSON'S MIAMI-DADE
2.688'
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
3.688'
STFP USE APPROVED DLAZHD PRODUCTS UECIINO ABOVE LOAD
BEOUIREHENTS.
3.668'
STEP 3 USE CONVECTION TO UUU.X)R AS PER PRODUCT
APPROVAL
NOTES:
5.698'
FIT
STEP_I sPELTFY MAIOLIULI srou sPAHO.
USIN CHARTS ON SHEET 3 OF 10 SELECT �N SIZE
STEP 5 MIN oES,, RAnHD MORE THAN DES CH LOA SPECFIw
IN STEP I ABOVE.
USING ANCHOR TYPES ON SHEET 6 THRU o AND ANCHOR CILVi75
STEP 8 ON SHEET B, SELECT ACTOR TYPE VAn1 DESIGN RATING
MORE EET 4C DESCH LOAM WECF" N STEP I ABOVE
1. REFER TO THE GENERAL NOTES ON SHEET
I OF 10 FOR BUILDING CODE COMPLIANCE.
2. MULLIONS MAY BE ORIENTED VERTICALLY OR
HOIZ(ZONTALLY.
3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
ARRANGEMENTS OR STACK CON11GURATIONS.
GLES ARE TO
LIONS.
NOT FIT SNUG
SEE OPTIONAL
iEET 9 OF 10.
O
C,
IA90
A56 TYP.
1�-4.500
2X MULLION CUP
eoe}te 7p1_
n.• OPt� AL
1 .750 I.-
ANGLE CIIP
0o6T..Te
T
0
1
u �
y 0'n I
o& t
3 � '
z�o �
Z1
I x00x 1 X 3 I--1--me"N16a
1 X 4 1 X 4 STD. TUBE MULLION 1 X 3
CUSTOM MULLION CYO. TUBE MI1I.LIDN 1 X 3 eoaa-Ta CUSTOM MULLION
eM MU a007-ia C�SIOM MULUDN 6aM11-79
m4 Da: 2.16E in! Ixx: 2.218 Ind 6a: 4.709 in.4 1.: 4.709 In.t ha:: 2.1 2.1 BB tn.
Sn: 2.355 In' Sxx: 2.355 Irri. -=: 1.445 Ind 1.AA5 IDS sxs 1.478 M�
(FLANGE FRAME) (FLANGE FRAME) (FIN FRAME)
SHAM 2DW
ALL xse0 %'pAUJ
E112
e400 �!� W
L62S
4
F ;
4 425
asza
MULLIONS CONTAINING
§
TYPICAL GLAZING PRODUCTS
MI6.4
A
HORIZONTAL OR VERTICAL
PRODUCTRUVISED
$
SEE IVINOOIY OR DOOR APPROVAL FOR
FASTENERS SIZES AND SPAC,DHI
2 X 6 2 % 4
STD. TUBE MUWON STD, TUBE MULLION
wyrooggTAmuR FIoD�
BYRdMgCbUe
Ataepl®ta Ab ��.
eD67-m 6a6a-ie
n m
1.19.648 Ind In-. 7.649 in4
B
a
CLIP LENGTH
sm. 6.549 1n' Su: 3.825.2
�USING
a1 m,ItxRwil
RECTANGULAR ALUMINUM TUBE MULLIONS
Muu •v
INSTRUCTIONS:
USE CILNrs AND GRAPHS AS FOIJDIB.
MULLION PROPERTIES ONLY
I X 2 ).688'
,TTtetl
It
1 X 3 2,686'
STEP t DEIEtIt21E OESION LMD fa:ONRFD ry1R FARDO]M OPEMN0.
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
�`
`'�•':'
I X 4 SbB6'
STEP 2 USE APPRV&D OWNG WMDUMB BEElihtl ABOVE LOAD
REWREUEKrs.
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
2 X 4 3.686'
SiE['_A USE CONNECYO" To MULUCN AS PER PRODUCT
APPROVAL
:f
2 % 6 5.688'
CLIPS AND ANGLES ARE TO FIT
INTO TUBE MUWONS.
ERE ANGLES ARE NOT FIT OPTIONAL
USE MUWONS, SEE OPTIONAL
IR DETAIL AT SHEET 9 OF 10.
STEP 4 SPECIFY u mIum slml sPACNO.
115a10IVR CIS ON SHEET 5 OF to SELECT WADON SGE
STEP 5 YAM OE6TCN R411NO MDRE THAN DESIGN LOAD SPWnEO
A t ABOVE.
01 USING
USRIO ANCHOR TAPES ON SHEET a TNRU a SIG ANOIOR C1Wn6
9, SELECT MO ANtl A TYPE wE ONION MiPIB
9 ON E THAN
MORE TNUt THE [EseN LDAes SPEWED w STEP t ABOVE.
1. REFER TO THE GENERAL NOTES ON SHEET
1 OF 10 FOR BUILDING CODE COMPLIANCE.
2. MULLIONS MAY BE ORIENTED VERTICALLY OR
HORIZONTALLY.
3. REFER E SHEET 1 OF K FOR TYPICAL MUWON
ARRANGEMENTS OR STACK CONFIGURATIONS.
S.
�• ,,'''_`-_
a .
CZ
3 B- 31W'
604i/8"
67"
1*3d
KRB'A
UIRU@I
PRODUCT
PRODUCT
FODUCT
W1 1, W2
72
3' ROD
% PRUOUIICf
3
OlAE1ND
ONLNO
Pfl000Cf
PRODUCT
STEEL REINFORCED TUBE MULLIONS
STEEL REINFORCED TUBE MULLIONS
qq
ILL SPAN
iX3
1X4
2X4
2X0
Witlth w
MULLSPAN
1X3
1X4
2X4
2XG
74.114"
150,0
150.0
180.0
150.0
ill
120"
4460
95.7
160.0
180.0
o
e q
¢ m
• di-•
R
Q g 6 k
011 k'
i
® v
y
Ica
x
u
qq
o
c
a
6
###
k
139.5
150.0
150.0
150.0
24
33.0
71.9
116.0
15O.D
111.6
150.0
150.0
150.0
30
26.4
57.4
93.2
160.0
93.0
150.0
150.0
150,0
38
22.0
47.8
77.7
150.0
79.7
160.0
150.0
160.0
42
18.9
41.0
66.8
150.0
69,7
160.0
150.0
160.0
48
16.6
36.0
68.3
149.7
62.0
134.0
150.0
150.0
54
31.0
51.8
133.1
66.8
121.2 1
160.0
160.0 1
28.7
48,B
119.8
50,7
110A
150.0
150.0
08
-
28,1
42.4
108.9
46.5
101.0
'150.0
160.0
72
23,9
38.9
80.8
42.9
03.2
150.0
150.0
78
-
22.1
35.9
02.1
84"
128A
150.0
150.0
150.0
18
132"
33.1
71.9
116.8
160.0
98.3
150.0
150.0
150.0
24
24.8
63.9
07.6
150.0
77.1
150.0
150,0
150.0
30
10.0
43.1
70.1
160.0
64,2
139.6
15D.0
5000
36
16.5
35.9
58,4
150.0
55.0
119.6
160.0
150.0
42
30.0
5D.0
128.5
48.2
104.6
160.0
160.0
48
27.0
43.8
112.5
42.0
93.0
16D.0
150.0
64
24.0
38.9
100.0
38.6
83.7
135.9
150.0
60
-
21.8
36.0
90.0
35.0
78.1
123.6
150.0
Be
10.6
31.8
81.8
32.
B9 7
13.3
50.0
-
18.0
29.2
75.0
29.6
84A
104.0
160.0
78
-
16.6
26.9
G9,2
98"
86.0
150.0
150.0
150.0
18
141
26.5
10.1
16.3
55.4
41.6
33.2
89.0
07.6
64,0
160.0
1600
138.6
64.6
140.1
160.0
160.0
74
61.6
112.1
160.0
160.0
30
43.0
93.4
150.0
150.0
36
27.7
45.0
116.5
38.9
80.1
160.0
42
-
23.7
38.5
98.0
32.3
70.1
150.0
48
20.8
10.6
33.7
300 _
27.0 -
86.6
77.0
09.3
28.7
62.3
150.0
64
26.8
66.1
160.0
60
18.6
23.5
51.0
;75.9
150.0
88
-
16.1
24.6
83 0
LL
21.6
48,7
150.0
72
-
-
22.5
57.8.
3.
70
-
20.0
53.3OOA
131.2
18D.0WiB
160"
22.0
49.0
79.B
15D.04
150.0
10.9
3B.7
69.7
150.0
38.3
78.7
160.0
20.4
47,7
122,83D285.8108.6
i
150.0
24,6
39.8
102225.0
66.2
91.4
160.0
_
21.0
1R d
34 1
9n R
87.81Rnn
78 R
TYPICAL MULLION ARRANGLAIENTS
•
p1 .`' A .....
Q®p$�Jjj . '.,N .........
NI
LARCHES BE MSCRIS01
DODE RECDINBUI/11 SHAPE
V.
GI G
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
FRODUCTREVISED
1ylo4.Mt IhRFlodd"
. • 1
�•;'
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
AcceplMv _
A"wll1�°NyoRIB.•,
.
WIDTH (W) = WI VI2
InTMiZrV.2�mw
2
6/ID' TAPCON4 D IB' DPCDM
1 1/4� MIN. 1-I/3' MDL MOD PENETRATION I-1/x' M. NGDD POORAAM
EDGE DIST x PER CUP (1 ON GOI YANG) I PER ANOLE
\Z
---"----•'• tY 1100140 CUP
SINTO TAPCDNB
-3/4' NIN. D1BCD Mf0 IIASq
2 PEA ANMENCIE �
O —
q z
1 yZ� 1�4gY++ ; G
1 1 2%x%1 '
WOOD BUCN
Li
\
i ------------- i
WOOD 6UCk—
I'
LIx RWW QP
MIIU
1
ul
w �
s
MIN.
EDGE
OGE DIST,1-1/2•
D/ICTAPCWIB
ANCHORS TYPE 'D' {INTO BLOCK)
U
MR WOOD PDIE.IMTIDN
1 PEN Hutt
ANCHORS TYPE 'G' (INTO CONCRETE)
® �
b
-
'
-
-
ALL CLIPS AND ANGLES 70 FIT SMUG
INTO TUBE MULLIONS.
4 ANCHORS THRU 1X BUCK
INTO CONCRETE OR BLOCK
ao
�?
�
I
TAPCONS MAY BE REX OR FLAT HEAD.
1"W & 21W MULL
11
p1
MIN. EDGE DIST.
2-4' O" CONCRETE OR
4' HOLLOW BLO K
F
c
B
-,
1
----------
2 B/
I
`
2 % x N 1/D'
6/ID' Iosom 6 1B• MPCaNs
/
1-J/r ILN. Eu9E0 RNO uASY1NY t-]/4• uw. EABFD wfo R ANGLE
2 PER CLIP (1 ON DELI WBIG) 1 PER ANGLE
._�—..
YN)OD B"
I
AIVM MCI
.. ...
ALL LlIPS ANO ANGLES TO FIT SNUG
~'• '• y' ,
'1 •.' n =
I
.• I .
1 1. • ;'Ll
�
I
5
s
[
AUEIwA1E
AROIOR I 01,1
INTO TUBE MULLIONS.
1 TAPCONS MAY DE HEX OR FLAT HEAD
9ac
1 1/4' MIN. 1-1/3' IaN.
EDGE DIST. 4 PER DUP
I
ANCHORS TYPE. 'A'
2 ANCHORS INTO WOOD i
5/le TAxONS 1----_�_ wow WCR 1% FLOATINGCUP 1 1
D/IB' TAPCONS
xq PDIR �110N, I-1/3' t0% TNDD POILIRUM I I
YA'10D BUCK I! !I
ANCHOIIRSA ITYPE 'B'
4 ANCHORS INTO WOOD
x PM ANDU:
I
ANCHORS TYPE 'C' (INTO BLOCK)
.p
i uS
a (�
t
E
� •.T' � : leg
ANCHORS TYPE 'F' (INTO CONCRETE)
2 ANCHORS THRU 1X BUCK
�
Ypu
INTO CONCRETE OR BLOCK
NP IJ AWIt ANOIE
PIWDULTAGYISED
N
I
�-________
'i
1
muvnplyingtdGlNaFbAau Q' Q
BuiNInDCnda A• �OQ'OO Og
AmplmnNn �•i (/
a o 202
. {'1:.
G1
�� .;r:.•.
;?
ANCNM lOG1UN
NI a u Mw •
ilTl ti
\ _1
MIN. EDGE DIST. s/le' Tu+tous
2-3`16" CONCRETE OR 1-3/4• uw. E M POO unmum
4 HOLLOW BLO 2 PER 3tUP1 ({pt1 CACN NM0) ' 3/1V TAPCONS
/ 1-3/1. UN. EUOED ORO PASOMO'
MIN. 1 Pm ANGLE
IT-
!f' 1 1 CONCRETE OR- 1 1
3 CEMENT OR L , CEMENT BLOC( L.% I '
:N IF
____� I I FLOATING CLIP ,
•. i �^ i .:. Y011,
7k]
ANCHORS TYPE 'C' (INTO BLOCK)
ANCHORS TYPE 'F' (INTO CONCRETE)
! 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK
ALTENNATE �uul1
AN_"R LOGIION
� A
• 3/18• UMONS
1-J/�• 111x. wBEO
2 PER cur
O all
EACH TYMLy
2-3/ 6- CONCRETE OR t
4' F/4
CK s/le•vwcoxs a/Is'r�IPcoxs o
1-3/i' uRL wam Iwo vAmuRr 1-3/P N. wem Iwo WSDwzY e A
A Pw C11P (2 CHWO V 1P W 2 PER ANCf b
tl ••\z .t•• ••h '�� � o e � •d
:•t r�t� o a.,
. i•• q
a
MCREIE OR
`i q%n
E I AWN ANGIE
2 7/18 FwAroTO ttw L
MIN.
1 I
3 1/4•
I MIN.
ANCHORS TYPE 'D' (INTO BLOCK) Cn
ANCHORS TYPE V (INTO CONCRETE) `��
4 ANCHORS INTO CONCRETE OR CEMENT BLOCK `
1'x4" & 2•%4• MULL pJ
1 WLL �Q
-IInli�� 1 I
11 !I II �I _nontmo av
CONCRETE OR
coma ELM
'.I
e/I6• tAPCOIS
1-3/1• Y01. EMBED INFO LMSONNY
i PHI",(2 ON ucN M"
ALL CLIPS AND ANGLES TO FlI SNUG
INTO TUBE MULLIONS.
TAPCONS MAY BE HEX OR FIAT HEAD.
P�RODUCPIUSVIJED
' w. mtyin6 NIUuFIaWF
3 A CLIPS OR ANGLES CONNECTED DIRECT Y TO MASONRY TO BE PROTECTED nulNlin Code
ANg9pp008
WITH ALKALI -RESISTANT COATINGS, SUGN AS BITUMINOUS PAINT OR a• O L D
WATER -WHITE METTWGMATE LACQUER.
e/1aTtPOON^-3/A �. D.IBm �Hpml Pn OOOIIo�
2XO
EDGE DIST. MIN. EDGE DIST.
CONCRETE OR .2-3116' CONCRETE OR
OLLOW K 3-3/4' 4 HOLLOW BLOCK3-3/4"
MIN. 4M CUP I
&T
MIN. F Im.-M m—a.)
g
CLIP LENGTH /"Z" Ulu 2X8 IqU
""1PCM 'M14:.. ELM WO MMWW
4 PER CUP (7 ON EAml VMO)
------- — --------------------- 1 3/4.
MIN.
CLIP LENGTH
mum "v
P x S SA88'
o ANCHORS TYPE (INTO BLOW
ANGLES 70 FIT SNUG ULLIONS.
013VLJVUS J-LL6 LJ ID.LV 51muslu-1-L6. w-m-
ANCHORS TYPE 'E' (INTO L��DE HEX OR ILAT HEAD.
4 ANCHORS THRU IX BUCK
- I NTO CONCRETE OR BLOCK
ANCHORS TYPE 'H' (INTO CONCRETE) LIPS OR ANGLES CONNECTED DIRECTLY TO MA N 0 BE PR I 2"X6 MULL SHDWN
ASj'O argMT
ANCHORS INTO CONCRETE - BLOCK WITH ALKALI -RESISTANT COATINGS, SUCH INOUS PAINT OR
2'X6' MULL SHOWN CLIPS
MEMMMLATE LACW.R.
PRODUCTOUVISED
uHea
G I-- A,
eotL5Z
Ei WE F'6 .1 &P�
I �
z
0
ra z
•
4
IIN. EDGE DIST.
'16" CONCRETE OR
-HOLLOW BLO-K-.- 4 TOTAL (2 ON ECH WM) MIN.
LO VK
FE
//-2.4 2xG
L------------
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED1
WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR
WATER -WHITE METHACRYLATE LACQUER.
MIN. EDGE DIST.
2- 16' CONCRETE OR
HOLLOW
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES WHERE ANGLES
ARE NOT FIT MUG INTO TUBE
I
'v
MULLIONS.
a I ,
13
02110NAL ANCHOR DETAIL
ANCHORS INTO CONCRETE OR CEMENT BLOCK
14 SM 21 CKWEL 1 ME NUW09
J12 F.H. SJLS.
2/ SIDE
1/8' RICK AIMM GW*n
WMTH 10 Flt om
INTO U=DM I ME WLLUON
i v r x rR
ME)
I 1. x 2X ' 1.8: ey
:1
V" ANGLE
OUT TO FIT SNUG MEE ME
ANCHORS TYPE 'I
METAL TO METAL CONNECTI?N
USE CHARTS FOR ANCHOR TYPE 'e TO VERIFY CAPA= OF CONNECTION
PRODUCTAVISal)
JALL CUPS AND ANGLES
TO FIT S.U.
l=DE.UL--
NS ., BE %
T_OR FLAT HEAD.
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