HomeMy WebLinkAboutProduct Approval (2) MIAMI- MU-M—DADE COUNTY,FLORMA
mmm PRODUCT CONTROL SECTION
DEPARTIMENT Or,REGULATORY AND ECONOillIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADINUNISTRATION1 DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE' (NOA)
Lawson Industries,Inc.
9(Industries,
'c)
Street
L
01
8!L'W 90 Street
501 N -
QINVIedley,171 L 33166
COPE
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(ABJ). I
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 AW(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.
ICER 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.coniply with the Florida Building
Code,including the High Velocity Hurricane Zone.
ESCRIPTxON: Clipped Extruded Aluminum Tubc idHon Wand-sv/o Steel Reinforcement
APPROVAL DOCUME NT: 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
scaled by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Control Section Revision stamp
with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control
Section.
CIS7PACT RATINC-La
rge and Sm
' isslnpact
Resistant
B LM GcnItsh,11 �earapermale1t1abelyitIthenInufacture
es name or logo, city, state,
series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted
herein.
1M,NE WAL 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
11,RMINATION of this NOA will OCCLli-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.
ADVERTISE ME,NT: The NOA number preceded by the words Miami—Dade -County, Florida, and
followed by the expirntio'n 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 I and evidence pages E-1,E-2 and.E-3,
as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D.Gascon,P.E.
NOA
No.144
008.0 S
MIAMI-DADE COUNTY Expiration Date:No.
30,2017
J Approval Date: November 06,2014
L
Page 1
Lawson.Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBI IITTED
A. DRAWINGS
1. 'Manufacturer's die drawings and sections.
(Submitted wider previous NOA Is 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 tribe 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 previous NOA No. 02-0501.05)
2. Test report an: 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 45 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 previous NOA No. 02-0501.05)
3. Test report on: 1) Large IvEssil.e 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 wiili 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.
.(Srrb»ritted rurderpreviorusNOANo. 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 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. -
(Subrnitted under 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—rip 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 previous NDA No. 02-0501.05)
Jain e� A Gascon,P;E.
Product Control Section Supervisor
NOAH No. 14-0908.08
Expiration]Date: May 30,2017
Approval Date: Noven►ber 06,2011
E--1
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B, TESTS (CONTILNUED)
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.ITL-1376,
dated 01/31/96, signed and sealed by Gilbert Diamond, P.B.
(Subinifted an(lerprevious NOA No. 95-1212.09)
7. Test rdport orr 1) Uniform Static Air Pressure Test,Loading per FBC, AS 202-94
along with marked-up drawings and installation diagram of two alurninum 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 ReportNo.
Ii-M-1383,dated 02/13/96,signed and sealed by Gilbert Diamond,P.E.
(Subinifted un(lerprevious NOA No. 95-1212.09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 2010,
prepared by manufacturer,dated 05/17110 and updated I on 01/25/12, prepared,signed
and seated by Thomas J. Sotos,P.E.
(Subinitted it rN0141'
'n(lepreidous o.12-012Z 0 7)
2. Glazing complies with ASTM E1300-04/09
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resource's (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 01125/12, signed and sealed by Thomas J. Sotos,P.E.
(Submitted under 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 D.Gascon,P.E.
Product Control Section Supervisor
NOA No.14-0908.08
Expiration Date: May 30,2017
Approwl.Date: November 06,20k4-
Lawson Industries,Inc.
NOTICE Ol+ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (COWI Nursp)
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 J. Sotos,P.E.
(Submitted render previous NOA No.10-0610.02) _
6. Laboratory compliance letter for. Test Reports No.'s 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 previous NDA No. 02-0501.05)
7. Laboratory compliance letter for Test Reports No.'s FTI,-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 underprevious NOA No. 02--050.1.05)
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.I.",
approved on 03/29/12 and expiring on 05/30/17.
Jaime D.Gascon,P.E.
Product Control Section supervisor,
NOA No.14-0908.08
Expiration Date: May 30,2017
Approval Date: November 06,2014
E-3
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT P
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
ANCHOR/GLIB 'ANCHOR CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. o
GLAZING ��gpPIIZONTAL MULLION e q
PRODUCT 3 T,/ �.
�, RECTANGULAR ALUMINUM TUBE MULLIONS y
ANCHOR/CLIP HORIZONTAL MULLION ry � USING MULLION PROPERTIES ONLYI'R\ + GENERAL NOTES:F rn q
- ------------
0
g ! i 1. THIS PRODUCT PLAS BEE14 DESIGNED 70 COMPLY WITH THE 3 x ~
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING ¢ ,
+'(-I HIGH VELOCITY HURRICANE ZONE (HVHZ).
MULLOONVTICAL VERTICAL 11 _ N _ 2 z
1 2.ALL GLAZING Pp000CT5 USED iFi THESE MO 5 MUST MEET THE
MULLION APPLICABLE FLORIDA BLDG.CODE REQUIREMENTS LE:WINO LOAD,WATER '�7f rs ?a
( INFILTRATION,FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. •�
Z ( ^ 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS,
GLAZING GLAZING GLAZING ¢ h GLAZING rr INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. ti I
PRODUCT PRODUCT PRODUCT �v°i i PRODUCT j 4.WOOD DUCKS BY OTHERS,MUST BE ANCHORED PROPERLY 10 TRANSFER A S
/ GOADS TO THE STRUCTURE,
ImoEl
- 5.ANCHORS SHALL BE AS LISTED,SPACED AS SHOW11 ON DETAILS,ANCHORS () y
ANCHOR/CLI 3 ' EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSINO 0fl STUCCO. �y CJ
1 6. ANCHORING pR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS I•t
., ARE NOT PART OF THIS APPROVAL ® o
7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESION OF (n c
WOOD ANCHORS ONLY.
WI
O. MATERIALS INCLUDING OUT NOT LIMITED TO STEEL OR METAL SCREWS, W
W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET (Lt'
MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE 2011 FLORIDA BLDG.CODE-SECTION 2603.8.4.
�N a0.
W1 + W2 + W3
WIDTH t W} = zLLION $t CLIP NOTES
1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET z
2 OF 10 FOR DETAILS AND NOTES.
ANCHOR/CLIPANCHOR/CLIP • REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS R 2
HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 2 2 S
OF 10 FOR DETAILS AND NOTES. C L o
l GLAZIhfG
REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 9q.
VERTICAL PRODU3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS
N L
MULLION 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. L
a o
+ n REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS 9 �
o
GLAZING GLAZING
PRODUCT PRODUCT mai GLAZINGGLAZINGIt ? a z z
PRODUCT PRODUCT az w
Y
VETICA
k' I
ANCHOR/CLIP MULLION !' =N x
.i ANCHOR/CLIP r 0
4
atss::rlr::-
W1 W2
wt w2
w MULLION SPAN
LZ
WIDTH (W) + W2 wt + wz
_ PRODUCT RRY150D ��°b•:''l '� �u - ���-`'�
rtswmldYinOw1U11Su14a[idn 9x ;-s .-`-�
= 411 z WIDTH (UJ) = DIIRIKn6cad�`►��,!'� ` ��,O8 � �'
'z ACKIII116N No z'Z'6y- `�'^'
TYPICAL MULLION ARRANGEMENTS v,•• :: ;,;`_;,;:;
ifaaill•edal'mducl LUntml
Q
It96
_ .125
_ A6Z� I-SRR 4
.356 TVP. _--- A�� 62 .125 .q q
1.500 M to 0
1,405 3900 +AtlO +A06 1.732 7�06_ S25 n U' O o
F1t5 T
1.000 3.062 3.0C9 33O 1 m o
r 7
2 X 4 TYPIGV.
2.0002 2.062 ?,DDD
STD- TUBE WRioO'N F71AME I Z° ,
�+.500� -lil.
htiC4 l((lCI �_ y
2x MULLION CLiP °° a y $ a
6063-76 AHQ-r IOZ (L 1.000 '156�f( 102 L6C0 ,355r 070 (L` �-J 3
G.000
�I.06E-•i 7.100 t-IAG2 �1.I96� F7,0G?-M `�7' z �
NONAL i X41 X 3- 1 X 3 1 X 2OPRONAL Lj
clZS70M MULLION �U5TR1 M 1LLLI,ON `�US70IAMULLION CUSTOM MULLtO1J CS)STOM�If U0 6063-T6 6063-T6 6063-T6 C063-76 6063-76
Ixx: 2.070 fn{ Ixx: 1.000 in{ Ixx: 0.950 in! Ixx: 0.370 in! Ixx: 0,330 fn z ygF
a 1 Sxx 1.035 t� Sxx: 0.667 ini Sxx: 0.633 in Sxx: 0.370 3n� Sxx 0,330 ini � a
0 0 ?.DOR-------111 5
(FLANGE FRAME) (FIN FRAME)
(FLAT,, KRALIE} '{Flt1 FRAME), iflE FRAME) H U
1 aAmmlilyiu rv114lTUI+1Gxt11R 0.
j STAtmA L TUBULARA25*S31AFE:+ f---2.000 +y DIu7d8t Ca¢ t6
ALLOY�60631 8•� •IZ rtscci tr co7!o .L ""C.l�f,,,J w � C
JR.
FNt
75D .t GLAZING PRODUCT ,12+ 1.000 U0 W
if Ucd:'Ln4us7 Chn)M ('L U i
ZADO� 5
(+Too-
4,400
AOD .125 l
2.006 .125 2.250 II
� +ADD
li 6,000 t
„900 ~
i k2S /
L2
11
Y O
00
"M +A 00 +v ~
�^ 1 X MULLIO CLIP 2.90D 3.000 +,000 i.
1 X 4 // 1 X 3 L[L
e
MULLIONS
CONTAINING TU ` �U/ ON STD TU3E Mui.i.lOtJ STD TUBE MULL-IaN ra` c A
'L' 60G]-TG G003-TO ODW-T0 { .i
NOTCH' TYPICAL SzLt� IN P D CTS 2 X I
Ll
O'TUNAL HORI7.ONTAL OR VERTICAL 2 X 5 Ixx 2.07OAn. ixx: 0.950 iti tzx 0.330 ini
SID, TUBE MULLIC I 4'TD. TUBE Mlit� ""�� ini Sxx: 0.633 in Sxx: 0.330 ini e �
c o SEE VANH3YI OR DOOR APPROVAL FORv
FASTENERS SIXES AND SPACIIIG 603-166003-•76 cd v
n c Ixx: 8.280 in{ Ixx: 2.984 in{ z
Sxx: 2.760 ir� Sxx: 1:190
§i i
CLIP LENGTH $E-TAM I ARAl-1JMINUh1 TUBE MULLIONS a t"
'L• -
USING MULLION PROPERTIES ONLY K
MULL ^L" INSTRUCTiONS:
USE cHATrts AND GRAPHS As FOLLGvrs. 1iESE MULLIONS ARE RATED FOR LARGE MtSSiLE IMPACT
1 X 21 1,688' NND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE r'r
1 X 2,68B STEP i DEIERAttNE DESIGN LOADREQUIRED FOR PMGCU3AR OPENING- COUNTYAPPROVED IMPACT AND NON-IMPACT PRODUCTS. x
.STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD
HUTCH 1 X 4 3,688' REGUIRUIEttTS.
OPiIOHAI. 8 X 4 3688' USE CONNECTION TO IAULU014 AS PER PRODUCT - '' a
,STEP i 1i43E:: e.• :,
.125 MIH. 2 X 6 5.688' APPROVAL
' SPECIFY IWHILI1I SHILI SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET '+ :;`Cl_
2nDRUSING CHATITS ON SHEET 3 OF 10 SELECT UULUON SIZE I OF tO FOR BUILDING CODE COMPLIANCE. _..,
{ 1. ALL CUPS AND ANGLES ARE TQ FIT STEP 5 417111 OE3UN RATIND MORE Tmi DESIGN LOAD SPECIFIED 2, MULLIONS MAY BE ORIENTED VERTICALLY DR F
SNUG INTO TUBE MULLIONS. IN StEP I ABOVE, MULLIHORIZON MY,
AtJt•1F �1 Ip 2. WHERE ANGLES ARE NOT FIT SNUG P USING ANCHOR TYPES Off SHEET 0 7NRU 9 AND ANCHOR CHARTS
6RG3-T6 INTO TUBE MULLIONS, SEE OPTIONAL STE.. 6 uN SHEET 9,SELECT ANCHOR TYPE VMH DESIGN MMU J. REFER TO SHEET 1 OF SO FOR TYPICAL MULLION
I--aDR9--I ANCHOR DETAIL AT SHEET 9 OF 10. u6DE TKAN THE DESIGN LOADS SPECIFIED 114 STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. a
• -1
Az
TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS cQ
Width w MULLSPAN 1X2 1X3 1X4 2X4 ZX6 Width(w) MULLSPAN 1X2 1 X 3 1X4 2X4 2X6 Width w MULLSPAN 1X2 1X3 1X4 2X4 2X6
a
10 150.0 150.0 150.0 150.0 150.0 8 28.3 81.5 150.0 150.0 150.0 18 - 19.3 42.1 60.5 150.0 0
24 160.0 150.0 150.0 150.0 150.0 24 212 61.1 -133.2 150.0 150.0 24 31.5 45.4 126,2 a q
30 123.0 150.0 150.0 150.0 150.0 30 17.0 48,9 706.5 150.0 150.0 j 30 - 25.2 36.3 100.9 y
36 102.5 150.0 150.0 150.0 150.0 36 40.7 86.8 127.5 150.0 36 - 21.0 30.3 84.1 M 5 Sti
42 87.9 150.0 150.0 150.0 150.0 42 34.9 76.1 109.5 150.0 42 18.0 25.0 72.1 Gi a¢ U e
48 38.3!8" 76.9 150.0 150.0 150.0 450.0 411 74.1!4" 30.6 68.8 95.8 150.0 48 120" - 15.0 22.7 63.1 a=
54 66.3 137.6 160.0 150.0 150.0 64 27.2 69.2 85.2 150.0 54 - 20.2 68.1 3 9f M Tn y
60 61.5 123,9 150.0 150.0 150.0 60 24.4 63.3 78.7 1412 , 60 18.2 50.6 z e o 03
66 65.9 112,6 160.0 160.0 150.0 65 22.2 46.4 69.7 . 131.1 66 16.5 45.9 }
72 51.3 103.2 150.0 150.0 150.0 72 20.4 44.4 63.9 1202 72 - 15.1 42.7
78 47.3 95.3 150.0 150.0 150.0 70 18.8 d1.0 59A 111.9 L78 30.8 m�a a O
t8 89.3 150.0 156.0 1540 150.0 18 56.3 122.6 150.0 150.0 10 31.6 45.5 126A
24 57.0 150.1 150.0 160.0 150.0 24 42.2 92,0 132.4 150,0 24 23.7 34.1 94.8 Z ca I
30 53.0 142.3 150.0 150.0 150.0 30 33.8 73.6 105.9 150.0 30 19.0 27.3 75.8 pWpqq w 3
36 44.6 118.6 150.0 150.0 150,0 36 281 61.3 68.3 150.0 36 15.8 227 63.2 p
42 38.3 101.7 160.0 150.0 150.0 42 24.1 52.0 75.7- i50.0 42 - 19.5 54.2 E rn
48 60-616" 33.5 89.0 145 4 150.0 150.0 40 84" 21.1 46.0 68.2 140.8 48 132" 17.1 47.4 U
54 29.8 79.1 129.2 151.0 150.0 64 18,8 40.9 58.8 125.2 54 16,2 42.1 4 ` 2
60 26.8 71.2 116.3 150.0 150.0 11 16.9
36.8 63.0 112,7 60 _ 37.9 ® ay o
66 24.4 64.7 105.7 150.0 150.0 66 15.3 33.4 48.1 1024 65 - - 34.6
72 22.3 59.3 98.9 139.5 150.0 72 - 30.7 dd.t 93.9 72 - - 31.13 C
78 20.8 54.7 89.5 128.6 160.0 78 - 28.3 40.7 B6.7 II 78
10 62.6 160.0 150.0 150.0 150.0 11 37.7 62.1 118.3 150.0 f 111 - - 24,3 35.0 07.4 C
24 46.9 135.1 150.0 150.0 150.0 24 28.3 81.6 B8.7 158.0 1111 24 - 18.3 26.3 73.0 H v E
30 37.5 108.1 1 150.0 150.!} 150.0 30 22.6 49.3 71 A 150.0 30 - 21.0 58.4 (n
35 31.3 90.1 150.0 150.0 1 150.0 36 18.8 41.1 59.1 143.8 36 17.5 48.7 ]
42 26.8 77.2 131.1 750.0 150.0 42 18.2 35.2 50.7 123.2 42 - 15.0 41.7
48 57 23.5 87.6 114.7 150.0 150.0 40 9G" 30.8 44.3 107.8 46 144" 38.5
54 20.9 60.0 101.9 140.8 1540 54 - 27.4 39.4 95.0 54 - 32.5 1
60 18,8 54.0 91.7 1321 150.0 60 24.6 35.5 88.3 60 29.2
66 17.1 49.1 83.4 120.1 150.0 fib 22.4 32.3 78.4 66 28.6 _
72 15.8 45.0 76.6 t10.1 150.0 72 - 20.5 29.6 71.0 72 24.3
78 41.6 '70.6 101.8 150.0 78 - 19.0 27.3 66.3 78 - 22.5 E e
18 46.3 133.4 750.0 150.0 150.0 18 20 Fi 57.7 83.1 150.0 18 31.0 85.1
24 34.8 100.0 150.0 151.0 150.0 24 190 43.3 62.3 150.1 24 23.3 64.8
30• 27.8 80.0 1500 150.0 150.0 30 - 15.9 34.6 49.8 136.3 30 - 18.6 51.7 LL
36 23.2 66.7 125. 150.1 150.0 36 - 28.8 41.5 113.8 36 15.5 43.1
42 19.0 57.2 117.3 150.0 150.0 42 24.7 35.8 1 97.4 42 36.9 a a
40 63" 17.4 110.0 93.9 135.1 150.0 48 109" - 21.6 31.1 85.2 48 150 _ 32.3 i n
54 15.4 44.5 83.4 120.1 150.0 64 19.2 27.7 75.7 54 28,7
60 40.0 75,1 708.1 150.0 60 17.3 24.9 68.1 60 25.8 �z
66 - 36.4 68.3 98.3 1511.0 66 15.7 22.7 62.0 66 23.5 61 '
72 33.3 62.0 t30.1 150.0 72 20.8 56.8 72 21.6
7B 30.8 67.B 832 150.0 70 19.2 52.d 70 19.9 a
HORIZONTAL MULLION
ct,tzuu TYPICAL LtULL10N ARRAlJGE61ENTS "
4FVERTICAL :' 'PRODUCT :�` - ..v-
UULUDN ARCHES TO N INSCRIDED °1�� - };• •.,`•,d
-_....._ _... INSIDE R£CWIOUi}R SHAPE
=.
GLAZINO OWING a� NOTE �,
PRODUCT PRODUCT a MULLIONS RATED IN THESUCHARTS MAY BE ORIENTED L'GOOUCT ItGVISDR
5 to a m co��yNyIRD trillttw IIvNdn o - ^:j
cvzUla GLAZING `> VERTICALLY OR HORIZONTALLY. 1taIdlRDcaa� _ _
PRODUCT PGDDucr (INTERPOLATION BETWEEN WIDTHS ALLOWED) ACCdIR""C0 �y _�VIC 1 n
BAPImth�5r�c �•.�
W1 W2 WIDTH (W) = 2 w
w1 + wz ,B�m��ua+:rmauucu�um� •''I: '`
I MULUON SPAN I
a
I LOCO
408 .688
I F .125 11 Co fJ
.10's IYF.— [-.25 7.
_Tua
t
7.900 1.732 %
"or, -th z
030 :1.0ug 3.000 3,062O
IL T2�X4
S:TtD). TUBE
WINDOW ffwAc
1z" 1.7
0
?X IAUUI014 CUP 10113 1
Q2
X I
X
STD. TURE AULLION
Haim 'L' 1 x 4 TUBE 1 OX *ml 0003-14
OPTIMAL SJQ� TU E Ut I-ION 1 x 3
CUSTOM MULLIO 11063-T6ULLION
A 6463-Ts Ixx. 2.168 in Ixx: 2.218 In4,
xx 4.709 ir�. txx: 4.709 Ixx: 2.166 in. Sxx: 1.445 ir� Sxx: 1.479 ink u
Sxx: 2.355 in Sxx-. 1.445 ink o S X: 2-355 ink z
(FLANGE FfW.IE) (FLANGE FRAME) (FIN FRAME) ti w
ra STANDARD TUBULAR SHAPES —agoo—
TYR.WALL�,il2b*ALL tsou
ALLOY. 6093-TG W CJ
.750
GLAZING PRODUCT
E
190 _?_0D0— N m
Loca
325 2259
4z
6=3 112 SU.S.
012*D.C. 4.003 --125
4540 5
IX MULLION CUP 3.000 4.900 0043-Ts e`L
41
�LULQQfj$ CONTAINWG
TYPIC& GLAZING PRODUCTS c4xs.4
NOTC11-
I �
OPTIONAL HOR17ONTAL QFZ VERTICAL RODUCrIlEVISED
PR( j
SEE%1NDOW OR DOOR APPROVAL FOR 2 X 6
FASTENERS SIZES AND SPACING slo. TUBE MULLI STD. TUBE ION Et Ai -18 0n , 1
r
I :19.64B in! Ixx: 7.649 111!
xx: 6�5413 ins Sxg 3.B25 in�
IZA CLIP LENGTH S RECTANGULAR ALUMINUM TUBE MULLION
Nuu IV INSTRUCTIONS: USING G_.
LIMON,PROP RTI ONLY oll tI I!rtr
USE CHARTS AND OWNS AS FOLLOWS.
> I x 2 1.688. T14ESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACTI .......
I x 3- 2.6881 STEP I DEyERNINE DESIGN LOAD AEGutROD FOR PARIICULAR OPENING, AND CAN BE USED WITH ALL LAVISON'S MIAMI—DADE
ST FP 2 In1joE.Al GLA2114G PRO13UL75)ITEMIC ABOVE LOAD COUNTY APPROVED IMPACT A140 MON—IMPACT PRODUCTS, -7-
3.688' ,P'CA - —
DICK I x 4 I.EHR
opq1CnAL STLP USE UNNECTIDN TO MULLION AS PER PRODUCT m V:
Be,- NOTES
2 X 4
3.6 APPROVAL
1. REFER TO THE GENERAL NOTES ON SHEET LI
_Jas MIN. 2 X 6 5.688' SPECIFY LtolktUM SHIM SPACING,F_ I OF 10 FOR BUILDING CODE COMPLIANCE.
USING CHAINS 014 SHEET 5 OF 10 SELECT VULUOH SIZE
E9aqI ALL CLIPS AND ANGLES ARE TO VAIN DESIGN MINIM MORE 1HAH=01 LOAD SPECIFIED
FIT XIP-4 STEP I ADME. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR
SNUG INTO TUBE MULLIONS. 114 HORIZONTALLY.
ANGLE 0Up 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET G THRU U AND ANCHOR CHANTS
TUBE MULLIONS, S Ila 3. REFER TO SHEET I OF 10 FOR TYPICAL MULLION
.003-70 INTO EE OPTIONAL STEP 6 ON SHEET 9.SELECT ANCHOR TYPE vi"If DESIGN RATI
ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESICH LOADS SPECMED IN STEP I ADOVE. ARRANGEMENTS OR STACK CONFIGURATIONS.
- STEEL REINFORCED TUBE MULLIONS F-STEEL HEINFORC EDT USE MULLIONS STEEL REINFORCED TUBE MULLIONS
Width(w) MULLSPAN 1X3 T I X 4 2X4 .2X6 Width) MULLSPAN I X 3 1 IX4 2X4 2X6 Width w MULLSPAN 1 X 3 1X4 2X4 I 2X6
150.0 150.0 150.0 150.0 150.0
18 111 44.0 95.7 1 Fo�o 150.0
5"'o
24 150.0 160.0 150.0 150.0 24 139.5 150.0 15D.0 150.0 24 33.0 71.8 193
iso.'a
30 150.0 150.0 150.0 150.0 30 18390_
Me 150.0 160.0 150.0 30 26A 67•4 932 160.0
160.0
36 160.0 150.0 150.0 150.0 36 93,0 150.0 150.D 151).D 36 22.0 47.6 77 Y ID
42 150.0 ISO.D 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 56.6 150.0
U14
30. 1 6o.a 75-
48 318" 150.0 150.0 6.0 413 74-114" 69.7 150.0 150.0 150.0 1 48 120" 16.5 35.9 58.3 140-7
150.0 150.0 15U.0 160.0 54 52.0 134.6 160,0 150,0 54 1
L4 31.0 51.6 133.1
1 I'S
so 150J0 iMo 150.0 150.0 so 55.6 121.2 15oz 150.0 so 28.7 46.6 119.8 3m
66 150.0 150.0 150.0 15D.0 Be 50.7 i10.1 159.0 150.0 66 26.1 42.4 105.0
72- 150.0 160.0 150.0 150.023.9 38.9O 72 46.5 101.0 150-0 150.0 72 8sa -q
7U- 150.0 150.0 150.0 150.0 --m- 42.0 93,2 1Ro0 150.0 70 22.1 35.9 :E
I r)o.o- 150.0 15m 150.0 is 126.4 16010 150.0 150.0 is 33.1 71.9 116.8 150.0
Is- - -
24 150.0 150.0 160.0 150.0 24 96.3 150'0 150.0 150,0 24 24,8 53.9 87.6 150.0
rA
30 160.0 i50.0 1 159.0 160.0 30 77.1 150.0 160.0 15D.0 .30 19.9 43.1 70o1 150.0 j
36 160.0 160.0 160.0 150,0 36 54.2 139.6 150,0 160.0 36 16.5. 35.9 58.4 150.0 E-
42_ 150.0 160.0 150.0 150.0 42 65.0 119.5 150.0 150.0 42 - 30.8 50.0 128.6 Fa
48 60-5181, 150.0 '150.0 150.0 150.0 40 84 48.2 104.8 160.0 IMO 48 - 27,0 43.8 112.5 n 1
54- 150.0 150.0 160.0 150.0 54 42.8 93.0 150.0 150.13 54 24.0 38.0 100.0 z
- 60 21,6 0
so 15OX 150.0 150.0 150-0 so 38.6 83.7 135.9 160.0 35.0 90.0
147,7 150.0 19.0 31.8 81.8
86- 150.0 15D.0 so 35.0 78.1 123.8, 150.0 66
72 136.3 15010 150.0 1 150.0 72 32.1 Sol 113.3 150.0 72 f 18.0 29.2 76.0
ld
A&
78 1 124.9 1513.0 150.0 150.0 78 1 29.0 64.4 104.6 150.0 78 1 18.6 26.9 69,2
I8 150.0 160.0 150.0 i50.0 19 80.0 150,0 150.0 750.0 i8 25.5 55.4 99.9 i50.0
24 150.0 150.0 160.0 16D.0 24 84.5 140.1 I SQ.D 150.0 24 19x1 41.5 07.5 150.0
30- 150.0 160.0 150.0 --1-500 .30 51.0 112wi 15000 15060 30 15.3 33.2 54.0 13B.6
- 0 1
36 160.0 Mk 150.0 150.0 43.0 93A 150.0 150.0 36 27.7 45. 16�5
ac
42- 150.0 150.0 150.0 150.0 42 36.9 60.1 130.1 150.D 42 - 23.7 38.5 99.0
48 57.1 150.0 160.0 150.0 150.0 as" 32.3 70.1 113.8 150.0 1 48 144" - 20.8 33.7 86.6
94- 137.0 150.0 150.0 150.0 54 28.7 62.3 101.2 54 18.5 30.0 77.0
09.3
as 123,3 150.0 60 25.6 50.1 91.1 15010 Go 16.6 27.0
66 112.1 15G.D 150.0 160.0 Be 23.6 51.0 uZo- 150.0 66 15.1 24.5 63.0
22.5 57.8.
72 102.8 150.0 160.0 150.0 72 21.5 48.7 75.9 150.0 72
94.5 150.0 180.0 160.0 78 19.9 43.1 MG --i-6O-.E) 78 -- zu.ts 53.3
78-
18 lMo M.0 150.0 150.0 18 50.4 131.2 150.0 150.0 18 22.6 49.0 79.6 150.0
24 150,0 150.0 160.0 1 150.0 24 45.3 90.4 150.0 150.0 24 15.9 35.7 50.7 150.0
30 150,0 150.0 150.0 1 150.0 30 38.3 70.7 127.9 lao.a 30 - 29.4 47.7 122.6
48
36 150.0 150.0 160.0 15010 36 30.2 65.6 105.5 180.0 36 - 24.5 39.8 _1022
160.0 42
42 130.5 160.0 isa*o 180.0 42 25,9 5542 M4 - 2J.D 34A 87,6
40 63" 114.2 150.0 150,0 160.0 40 1 22.7 49*2 70.9 160.0 48 1501, - 18.4 29.13 76.6
54- 101.5 150.0 150.0 160.0 64 20.1 43.7 71.1 150.0 54 . 0.3 28-5 86.1
23.9 61.3-
so 1 91.3 150.0 160.0 150.0 60 18.1 39.4 Silas 15010 1 60
o
150.0 66 1470 66 21.7 55.7 i2
66 , I� -
1 72 150.0 72 15.1 32, 63.3 72 5.0 51.1
a
78- 1 70.2 131.4 1 150.0 t =u 30 49.2 1214.4 78 18,4 47.2
... . ...........
TYPICAL MULLION ARRANGEMENT
MtICAL P
ARCHES 10 13E INSCRIBED t.
MUWQN lt=E RECTANGULAR SKAPE
-7j,
<
Pnomicynsvisro qt�*
GLAZING GLA211M 3i
PROOUCT PRODUCT UL T. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED %qlll 110 r.l.rld.
m Ul
2 1 VERTICALLY OR HORIZONTALLY.
GIAZ HS CLUING (INTERPOLATION BETWEEN WIDTHS ALLOWED)
rFRCOUCTT PRODUCT
Ay CA
Wt L---j W) TH (W) Wi + W2 ooa-.n-115dl�viodlict Comm'
W2 MULLION SPAN 2
5/16'TAPCOtIS 5/16*TAPCON3 MIN. EDGE DIST, r
1 1/4" MIN. t-1 . M7li.WOOD PENETRATION / 2-3/16" CONCRETE 0
/ /'" 1-1/2-Mall.VTOOO PENETRATION 4" OLLOW BL
EDGE DST. 2 PER CLP(I CII EACH Vnita) I PER ANGLE 5/16'TAPCONS Spa-TAPCOIIS Oa
t-Jj+'MIN.EMoco ihTO MASONRY 1-3/+'t+llt.EtT3EO INTO MA50KRY Q yy
¢" +PER CLIP 2 1111 H YANG) 2 PER AItCLE w� F
iW'. 2'X
biiN t ( i i to in N �` z 5
' xcc $ kO ^C 2 7/76" ji i i i a O
Ll
---- IX TtOA11110 CUP r I ALut1 ANaEE MIN. Y _v) I r
2 6Y l I 2i t GY t, �, I r 2 X 2 X L/0' 1
WOOD BUCK i i t ______..-- moo6YICK -i YX RAh11NG CDP i y AEtitiAlraLE �
/4" M)N, ANCHORS TYPE 'D'_ (INTO 9LOCK1�y V (S
5/16-TAPCONS
EDGE 01ST. y_yn-MqT,yvoOO PEITETRATT6N \ ANCHORS TYPE 'G' (INTO CONCRETEl z
1 PER N
4 ANCHORS THRU 1X BUCK w
ALL CL ANo ANGLES 70 FIT SNUG INTO CONCRETE OR BLOCK
lNTo T116 ULLIONS. � 1 w
til �
7APCONS h(A = HEX QR FLAT HERO. 1"x4" & 2"x4" }dULL ".1 N
MIN. EDGE GIST,2-3/16" CONCRETE OR4HOLLQW BLOC{{ 5/76'TAPCONS 5/15'TAPCONS_1-3/4'MIN.EUOEO INTO LUSONRY 1-3/+-Mill.EUBED ROO MASONRYft 1 1 2 FER CUP{T 07t EAGf YAHC} 1 PETi AIiCLE , t~2 oY i i 2 X 2 X t/8' j�y!------ YTDOD B'JCK IIhlL CLIPS f.ND ANGLES TO FIT SNUG INTO TUBE MULLIONS. ''^'' - •i ' I 3` ,amu S
u
uILTxR toutlDN TAPCONS MAY BE HEX OR FLAT HERO.
ANCHORS TYPE—X t f I t w a q
2 ANCHORS INTO WOOD
(,2 X 2 x y a- Y
V100D BUCK r 1x FLOATI140 CLIP AEON ANGL y ,o
5f15"TAFCOTiS 9f15'TAPCONS `� fF-
2
..._____ I y 1 1/4" MIN. t-T/2'LY111.w000 PEHEIftAPON 1 1/2"MIN.41000 PEKEIRATI011 1E GE DI +PER CTP(2 ON EACH VAIM) MR M1711
m x z
- ANCHORS TYPE 'C' CINTO BLOCKI r
'' ``•.y i �` --z ANCHORS TYPE 'F' INTO CONCRETEI
a.,.. �
2 ANCHORS THRU 1X BUCK tttrltlrllr
INTO CONCRETE OR BLOCK _ ?'`Wt t 6l'A+'?•
.........
_ r-• ff
-.------------ FLOATDIG CUP 1 1! ALUMA17CL�
tT T y t'Rt:D
4l}DCE REVIS
C4 i WOOD BUCK i i ' r i i •rnmPYying 10,111 a Fladd6
I i i ------ tivlld!tU COd: c
} f I Acapumm Nac�'T�07
���-TT � ,`.,'' '`-}• '�
ANCHORS TYPE ALTERIUTE1;
4 ANCHORS INTO WOOD ANCROR LOCATION vita IOade Fladacl CanlmY
A
MIN. EDGE DIST. 5/16-TAPIONS ERIN. EDGE 01ST.
J 2-3/16" CONCRETE OR
2-•3/16" CONCRETE OR I.3/A-IA17.EMBED ono mso77Rr M1' OLLOW BL CK s 10-TAPCONs 5 16-TAM115 o
4' HOLLOW BED K x PFR cUP(s ott v.caE wtHp) sJso'Tu>Cmc5 J J o Us r�
3 1 M1 1-3/{ MH.EI7Bt0 IIIRI LPSOHHY 1-3/4-Int.EMBED NITO MASONRY 1-3/4'MIN.EMBED INTO MA50NAY p q .7 e
}{IN, f PER A17dE 3/4' 4 PFSt CUP(2 Oti EACH VRI(0) 2 PER A17Ui£ a O
tr t {MIN. ,t, �• {: _ M z
•t t�j� '1• ! 't .'t. i :t' :ti •Mv i IY'. i '.t. i N q P
:t•- -sa S� O 45
i 1 CO72CAE1F OR 1 I i_� GOIICAFTE GR I t
[ONCAETE OR �f= CEM£!iT BLOCK 1 ( 2 X 2 X t/B' _ C£LSFN7 BLOCK 1 1 2 X 2 X�t�[8`
CEMENT BLOCK I 1 ALULI At7GlE I -- ---'"----- 1 I MLLE All 5 q
[.3 1 -_--_-_- CUP N 2 7/16 FIOA1Nip CUP 112iIMIN. iiit4 p
\Laammr
^� MULL,
t.. '''' •' `� ANCHORS dR5 TYPE 'd` (INTO BLOC
ANCHORS TYPE 'C' (INTO E3LQQQ W a
1 ANCHORS TYPE 'F' (INTO CONCRETEANCHORS TYPE 'G' {INTO CONCRETEl
2 ANCHORS INTO CONCRETE OR CEMENT BLOCK t 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK H C o
1"x4" d 2'0" MULL N 4
i i a
F -�-----j ALTERNATE MULL ff••��
ANCHOR LOCATIONH
uuu �Z
7 1 X s
I FLOAT410 CUP a -'
_.
11 1 st I-I CONCpETE OH
CEM
11 L FtH•8LOCK 1 t
I 1 aK�
0
l
I '1 t! '4'' r.tn .I. •l
7-CONS 1• .i _ `•�°• 7•t S' -i•�' Z
1-J%4'H7
Mix.FLIBED ` Y ••t-. I "1 I - I '$
I0 MASONRY 'I
2 PER CUP
(i OH EACH WING) SJIp`TMCONS ([<
t-3/i'1106 BUSED INIO 14AS04RY 4
I I / 7t2 SL4S OLE 4 PER Cup(2 Ott EACH VAHO) dF
t it `4 g ••-1::
QI 1 °' � r3_
If
ALL CLIPS AND ANGLES T4 FIC SNUG Rh
Alp INTO TUBE MULLIONS. ' C
TAPCONS MAY BE HEX OR FIAT
I' :•-,,} ^.I I'ROD{ICTfU:YISED `�a�- `- .`,. :/.,:`=,^'
- '_'•� astmn pingn111ttlmFluelela � �
4-
Ile{IdingCadNe
Y•,;•,'Y,'+' v CUPS OR ANGLES CONNECTED DIRECT Y TO MASONRY TO 8E PROTECTED ���E• •✓ ,
�.I -• Accc{n
n WITH ALKALI-RESISTANT COATINGS,(SUCH AS BITUMINOUS PAINT OR
I WATER-WHffE IAETHACMUTE LACQUER.
5/111'TAPCOMS1-J/4'MIN.EMBED ' iNEalBI TBdo Prodpit('J1lsito �� A
11110 LIASO76RY- T PER A17GLE
MIN, EDGE DIST. MIN. EDGE DIST,
2-3/16" CONCRETE OR .2-3/16" CONCRETE OR Eq
HOLLOW BLO K 3-3/4" S/16-TAPCORS r- 4 .
4' HOLLOW SLO 3-3/4" 6/16-TAPCONS 1-3/4-MIN.EIAREO 11470 UASOURY Im
MIN. MUL EUDED 1100 MASOURf MIN. 4 PER CUP(2 Oil FAC14 WHO) Tn
C4
4 PER CUP(2 OR EACII VARG) p I
to 0
to
CLIP IX NGTH
T 0 ix'R
NITJLL 1.1:.
2 X 4 3,688' rr
2 X 6 5.GBB' Z
0
IF tri
I "woo Svc)(
2xs mulit. 5/tv facalls 0 E�
C14 2XO IAUUL :R
1-3/4 Mil.--muED Into 10SONRY 3/16'TAITCOUS >
4 PER CUP(2 014 EACH VIM) 1-3/4,L1111.EktaEO"ITO kmallRy
------------- --------------- 1 3/4" 4 PER CUP(2 ON MR YANG) ❑ Z
MIN. ------------------------------- 1 3/4" E-
MIN. 0
3/4
l:vJ �-Ul WILL
ul. LENGTH U)
CUP LE ,,,211111 MULL N
1111,IIIJU_-� 'IV, . ': ':; ul
UuLt ci
2 X 4 3,688' C4,
.It
2 x 6 5,688'
EDD
1 4: i' -
3 314' L
MIN.
ANCHORS TYPE 'E'. (INTO BLOCK
5 11/16- ALL CLIPS AND ANGLES TO FIT SNUG
ANCHORS TYPE W-ONTO CQN-C-R-ETE) v'By
INTO TUBE MULLIONS' ucy z
A14CLIORS TYPE 'E' (INTO BLOCK) TAPCQNS MAY 13E HEX OR FIAT 4 ANCHORS THRU IX SUCK
INTO CONCRETE OR BLOCK
ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2'X6'MULL sHawm
ANCHORS INTO CONCRETE or BLOCK WITH ALICALI-RESISTANT COATINGS, SUCH AS.BITUMINOUS PAINT OR
2*X6' MULL SHOWN WATER-WHITE METHACRYLATE LACQUER.
IVOI),LI"CTTIRVIM
-f
t3'.'
gvdililo-vid28
- 0 .caToVYI IT 0 7
14w
Im w IiiFF-7-AmI'vol
MIN. EDGE D)ST, 5/14'TAPCON$
2-3/16" CONCRETE OR 1-3/4'LRN.EMBED INTO LtA5011RY 3-3/4" CLIP LENGTI•I
4" HOLLOW BLO K 1 TOTAL(2 011 EACH LSTNG) MIN.
MULL "L" a rn
1 X 2 1.688'
\z I �z —
i. ' . 1X3 2.688' M� y
•• ( ` _
TX 4 3.GB8'
•M " 2
—X411
i i i 2 X G
2 -7/tfi" � i i � Z
MIN, 2x4 or 2[6 Mlull 1.ALL CLIPS AND ANGLES ARE TO FIT = o z
1 1 i i i i 2 X 2%1 'I• SNUG INTO TUBE MULLIONS. o o
i-- ------i LJ LJ ALUM AHGLC 2. WHERE ANGLES ARE NOT FIT SNUG =q p
I 1 INTO TUBE MULLIONS, SEE OPTIO14AL s
M 1 1 I ANCHOR(DETAIL AT SHEET 9 OF 10.
A I
L
OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 1 14 S.M.S• P4Z7/CFWIll0. 7L8E MU1U011
ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR^WkiiE MERbICRYLAiE LACQUER.
MIN. EDGE DIST. IL ------- ------- Z
2-3/16" CONCRETE OR ® w
4" HOLLOW BLOCK 112 F.H.-U. o
2/510E I/l
1/8'1RCK ALUM CHANNEL r I fH1
LENGTH i0 FIT SNUG ' ^ W
. d UfM MULLION I l TULLE I uLtiBN \
\2 TUBES LIAY BC NOTCHED < O
.. I '•1• I', AS SHG1Y11 TD ALLOY(11151ALLATION
OF CUP ANGLE
'i•' CAULK JOViT AFTER ASSEMBLY +�
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES WHERE ANGLES iv y •�
ARE NOT FIT SNUG INTO TUBE I I I I 12iPEI CU z
MULLIONS. 1 ACCESS NO LE 1-1/2'G.C.URL �1
M
/I8'TAPCONS 1 I u € o
"
I-J/1•lIIN.E4HEO61M0 MASONRY ;p�M pT�� 1 f a t
0
2 PER AIIGLE
1• 2 X 1% 1/G' THIS SCREVI C94 BE
ALUM NIGLE I
_ INSTALLED IN EITHER 1 f I12 FH EMS I I c 9
DIRECTION f� 1 1 2 PER CLP
O.C.MITI. I
� y x 7
t.
l
•.r= -- - 1-3/4'%2'X I/B'(FOR Ziff TUBE) a
7/4'%2'%1/8'FOR(1IIY TUBE) $$$ 2
ALVN A1KC
r� CUT TO FIT SNUG IHSIOE TUBE
ANCHORS TYPE '!' y� ��;'_- •" � :':
METAL TO METAL CONNECTION �o"'' O r'' ''N•}.
• USE CHARTS FOR ANCHOR TYPE 'I'TO VERIFY CAPACITY OF CONNECTION - Hh i -
•'i••r •��: 4 II
• I'RODUCTRBVISBIOoti"" �. '•:'J•
u cmuply'iul;wilh lite 11IGlidR •' -
3 ALL CLIPS ACID ANG ):lvldil'BCn;b oo �•_ I i
AcCq,l,Ina'Ia� �' of3
MIN. INTO TUgE MULLIONS,
-3/4" LES TO FIT SNUG
0
r�,i,R�'•nUycl' ;p��jc�
1 3/4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD.
MIN. �� ;: .' ''•`' TWr
`2- .1� �A ?� 2
ANCHORS INTO CONCRETE OR CEMENT BLOCK .:Umuil7r.Ge1',oduclCangOl C
-1;11.1O A1p N1 lei I
o fig
A5 E ITS! Q
ss 9 2 =9 Ogg gg'!gw
gl=.g gIg g a A 5: 9 9 9 Aq
1\VERTICAL MUWQ/
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THOMAS J.SOTOS
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PH No. (305) 696-8660
AUNUFACTURZ)?
OF QUAUFY Ar UA(INUJ( 117NDOIrS AND GLASS DOORS
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X ERAZO D4127/lo ALUMINFUM Tli MULLIONS
CLIP/ANCHORS DEMON PRESSURE CHARTS AND GENEM NOTES
• DATE*':�) A.-4"I-L P_n_14—x.4- LAW-11L to or 113