HomeMy WebLinkAboutDR (5) MAR 2 8 2016
PERNIITTIKIC
MIAMI,�ADE St. Lucie County, '-�L D•IIA111IDADECOUNTY
a PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) `nvw.miamidade.Qov/economy
ES Windows,LLC
10653 NE Quaybridge Ct.
Miami,FL 33138
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 a rein and has been designed to comply with the Florida Building
Code,including th g elocity Hurricane Zone.
DESCRIPTIO 4 Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT:Drawing No.MO ,titled"Aluminum Tube Mullions", sheets 1 through 9
of 9,dated 04/26/04,with revision G dated 07/14/14,prepared by Al-Farooq Corporation, signed and sealed
by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of
Acceptance number and ' ion date by the Miami—Dade County Control Section.
MISSILE IMPACT TING:Large and Small Missile Impact Resistant
LABELING: Each unit s call bear a permanent a e wr r e manu acturer's name or logo, city, state,
model/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#12-0308.37 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
Y,'r
=-
xpiration
731.06
MIAMI DADS COUNTY f /
f � Ex ,2019f A ,2014
t Page 1
ES Windows,LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die,drawings and sections.
(Submitted under NOA No. 04-0712.01)
2. Drawing No. M04--04, titled "Aluminurn Tube Mullions", sheets 1 through 9 of 9,
dated 04/26/04, with revision G dated 07/14/14, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,Type"D—A"fixed window, Grade 10,Level LV
1 per ASTM F 588-04, Side—Hinged Door Systems per AAMA
1304--02 and per FBC 2411.3.21,TAS 202-94
along:with marked=up drawings and installation diagram of windows mulled together,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-381.0, dated
05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and
sealed by Joseph Chan,P.E.
(Submitted under NDA No. 04-0712.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analy s, complying with FBC-2010,
dated 09/01/09 and updated on 07/10/14 to coimpl with FBC 51h Edition (2 4),
prepared by Al-Farooq Corporation, signed and seale by Javad Ahmad,P.E.
(Submitted partially under NOA#09-0825.03)
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None.
ManuelTP,rez,P.P.
Product Control Vxaminer
NOA Ir=a.-e4-0731.06
Expiration Date: September 16,2019
Approval Date: September 18,2014
E-1
ES Windows,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with the FBC - $th Edition (2014), and
of no financial interest, dated July 10, 2014, issued by Al-Farooq Corporation, signed
and sealed by Javad Ahmad,P.E.
2. Laboratory compliance letter for Test Reports No. ITL-3810, dated 05/16/03; FTL-
3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing
Laboratory,Inc.,all signed and sealed by Joseph C. Chan,P.E.
(Submitted tinder NOA No. 04-0712.01)
G. OTHERS
1. Notice of Acceptance No. 12-0308.37, issued to ES Windows, LLC for their Series
Aluminum Tube Mullions—L.M.I.,approved on 05/31/12 and expiring on 09/16/14.
Manuel Pere iE.
Product Control Examiner
NOA No. 1331.06
Expiration Date: September 16,2019
Approval Date: September 18,2014
E-2
i!al
jlo
z
11��1wnv_L T F8 -I
28
__ II I zr` 1
c-- =___-- --------J��� iiI i 90
F ice'
i- p m;
F
3.a00 � t nPlcaL IlGLAZING PRODUCT O
n H 4_u II p a
.0&aa I
4.DQD TYPICAL I.000 p m o
1 I I WINDOW FRAME
000
tlil___Or
11
IIII't`LiI tL 2In �I
5. v---�
1 u
6.D0� 3.000In
4.000 II a
Z I'
HAPES _O I! u
F.MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 2. ALLOY 606 - J 1. �
I AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED
IMPACT AND NON-IMPACT RESISTANT PRODUCTS. �I
- ;WII�
ONTAININYPCAL LAZING PROUCTS
RECTANGULAR ALUMINUM'TUBE MULLIONS MULLIONS CG TIGDm( >to p
USING MULLION PROPERTIES ONLY HORIZONTAL OR VERTICAL II3 a cO F
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
NOTES; Z I Z 3 J e
THIS PRODUCT HAS'BEEN DESIGNED AND TESTED TO COMPLY WITH THE 3 Z tL N
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ! I o
HURRICANE ZONE(HVHZ). i G N Q
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE ILd c14 12
APPLICABLE BUILDING CODEREQUIREMENTS I.E: WINO LOAD, WATER L_ L
INFILTRATION, FORCED'ENTRY RESISTANCE, SAFEGUARDS ETC. _----�
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE. i
• i
ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS, EMBEDMENT I�I�I sI
TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). NIIS ��L
BIB
ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS �'
ARE NOT PART OF THIS APPROVAL. oI !olm Flo
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, °c1151I
u u�,
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT ylzl�I all
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BLDG.CODE.
INSTRUCTIONS;
H T`o'o
USE CHARTS AND GRAPHS AS FOLLOWS.
"STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
r �
FOR PARTICULAR OPENING.
STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS i'
Engr:JAVA
MEETING ABOVE LOAD REQUIREMENTS.
O AHIMO PILODUC7'RBVISEp I c
. -STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CML ns cmnplying with lho PlMdn S 33 i
APPROVAL. RA PE 1.70592 Building Cada g li 3
USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH C.A.N.35D6 A—planco No p b Ii aT,
STEP DESIGN DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED �r q ' Bx'rnlinn Delo! 1°I!h II
JUI,%6 d
IN STEP I ABOVE, i Q By r±_y
USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS Miw Uzda Prt,R Cntil7e dr0win
STEP s ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING ' �� 9 D0•
AIORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. 1„�' ly M04-04 I
�s ee Fi Df—K i
1.000 r -
1.oao 323 -2.000 �.lzs I--2.000--y _,.250 ; ��
1.000 2.000 I � -Jl a i
I o,
.125 .125 .778 1.125
I I� 1
.125
4.000 .125
4.000 3.000 a A 5I
3.000 .125 0.p
5.000 6.000 V h
,378 ,7I 5.000 .125 .125 - .250 C Q
L� LU' -
IX = 1.466 IN\4 - IX= 2.975 IN\4
[X = ,950 IN\4 [X = 2.077 IN\4 SX = .977 IN\3 SX = 1.487 IN\3
SX = .674 IN\3 $ IN\3 Q Z li G
STD' MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLIO2
6063-T6 fi063-T6 6067-T6 6063-T6 �- -•-�
�2.000� IX 5.204 IN\4 IX = 8.276 IN\4 IX - 15.203 IN\4
r-125 SX 2.082 IN\3 SX = 2.758 m\7 SX =5.068 IN\3
1 In
zl
r-2.000-y 1z5 2 X 5 2 X 6 2X6 -j
STD. MULLION STD. MULLION ;.Ij VY MULLION I-iI ' n
6063-T6 - 6063-T6 6063-TG r ...
m
.125 ,720 1.690- i W
4.000 Do W
INQ
(a7.000 .125
.156 TYP. �I 0, v
I L L----i .125 2.750 3.250
J N N
2.000 Q
1.405 W g k+
IX - 1.467 IN\4 IX 2.976 w\4 I L=
SX .978 IN\3 SX = 1.488 m\3 IL--
2 X 32 X 4 3.750 �Ulk
STD. MULLION STD. MULLION �4.500� iS ojvs
6063-T6 6063-T6 NOTCHi
OPTIONAL NOTCH o��I olj«
I/2" FIE
OPTIONAL II Q
TYP.
1/2" 8
' g .
TYP. m��sI�l
.125 1
2.000 - Ed - MIN.EDGE DIST. Ed, Ed MIN. EDGE DIST.
1/2"FOR 1/4"DIA.ANCHORS 1/2"FOR 1/4"OIA.ANCHORS e c
5/8'FOR 5/I6"DIA.ANCHORS 5/8'FOR 5/18"DIA.ANCHORS Ed. o o•ryl ml h.o;-
o "d:^o
MULLION CLIP MULLION CLIP L5 g'�•u:nl ul,.'u
6063-T6 - 6063-T6
2.000--I �.. _
r'
Engr:JAVAO AHMAD PRODUCT RRVISHD o II !
CMI. m complying with the FlDrlda
Ed. FLA PE f 70592 13uWi Whig Code
CA.N. SJB 0
r AcctPlance No O
o y qq` ex irallon Date
Ed =MIN.EDGE DIST. UL 1,LO��1 r CJI L$
1/2'FOR 1/4'OIA.ANCHORS , D
y
, ulpti a Pro dColil/�!'- drawing no.
5/8'FOR 5/16'DIA.ANCHORS '
ANGLE CLIP (t M04-04 !
�sheel Q of 9 i
DESIGN LOAD CAPACITY- PSF (TUIff MULLIONS) ', DESIGN LOAD CAPACITY PSV(TURF. MULLIONS) ••DESIGN LOAD.CAPACITY - PSF. (TUBE MULLIONS) U
1 X3 1X4 1X3 1X4 1 X3 1 X4 4 Io
CUSTOM CUST03[ CUSTOM CUSTOM - - CUSTOM CUSTOM •� � II
P'INQO}P.DllLfS. WIND05Y DIMS. -- }gjND01Y DIMS. I"}
1 X 3LX 2 X 3 2 X 4.'2 X 6.2 X 0 2 X 0 1 X 3 I.X 4 2 X 3 2 X 4 2 X 6 2•X 0 2 X 6 1 X 3 1 X 4. 2 X 3 21 4 2 X 5 2 X_6 2 X 6 0
WIDTH (W)MULL,SPAN'STD. STD, STD.. STD.- STD. HEAVY. WIDTH,(Y!)I.IULL.SPAN'STD. STD. STD. ,STD. STD. STD. HEAVY WIDTH(W) AIULL.SPAN STD. .STD. STD.. ' STD. STD. .STD. � HEAVY Z isI
19-1/8' 150.0 150.0' 150.0 150.0 150.0 150.0 19-1/8' - 74.6 140.9 115.1. 150.0 150.0 150.0 150.0 19-1/8" '37.9 27.3 55.3 96.7_ 146.1 150.0 z
._.._ _...._....... -�..... __.....I_._...._... ... _ 01126-1/2' 150.0 150.0 150.0 150.0 150.0 150.0 2$-1/2' 53.8 -101.7" 83.1 146.6 150.0 150.0 150.0 26-1/2" - 27.3 - •39.9 69.8 105.5 150.030" 150.0 .150.0 150.0 150.0 150.0 150.0 30' 47.5 '89.8 73.4' 131.3 150.0 150.0 150.0 30" - 24.1 - 35.3 .61.7 93.2 150.037' '150.0 150.0 150.0 150,0 150_0 150.0 37' 38,5 72.8 59.5' 1.06.4_ 148:9: 150.0 150.0 37" - - - 28.8 50.0 75.5 138.8 0
42" 149.6 150.0 150:0_ 150:0 150.0 150.0. .150.0 42' 37.9 64.2 _ IL a
52.4 93.8 131.2 150.0 150.0 4Z" _- - - 25.2 44.1 66.5 122.3 ix G
48' 38-J/8" 130.9 150.0 150.0 150,0 150.0 150.0 150.0- '48' 74-1/4" 29.7 56.1. 45.9 82.1 114.8 150.0 150.0 48" 120' -___ -, - 22.0 38.5 58.2 107.0
---- --..._... _..__.._... _ _ 0 8 v
54" 118.3. 150.0 150.0 150.0 150.0. 150_0 150.0 54' 26.4 49.9 40.8 72.9- 102.1 .135.2_ 150.0 54' - - - - 31.7 SI.B 95.1 (� '1
60" 104.7 150.0 150.0 150.0 150.0 150.0 150.0 60' 23.8 44.9 76.7 65.6 91.8 121.7 150.0 60" - - - - 30.8 46.6 85.6 �'&YI M 8' I
__......_---_ _ _... ._. _ i I
66' 95.2 150:0 146.8 150:0 150.0. 150.0 150.0 66" 21.6 40.8 33.4 59.7 83.5 110.6 150.0 66" - - - 28.0 42.3 77.8 0 R Q O A ,
..._.-- _.._.._..__ IL..
72' 87.3 140.1 134.6 150.0 150.0 15000 150.0 72' - 37.4 30.6 Z,13 76.5 101.4 150.0 . 72' - - - - 25.7 3B.8 71.3 0 00&
m •o
19-1/8" 150.0 .150,0 150.0 150.0 15(1.0 150.0 150.0 19-1/8' 519 110.1 79.5 150.0 150.0 150,0 150.0 19-1/e" - 20.5 20:5 41.6 72.7. 115.6 150.0 Q
_- __ _.. _ W
26-1/2" 136.2 150.0 150.0 150.0 150.0 150.0 150.0 26=1/2' 37.2 79.4 57.4 116.1 150.0 150.0 150.0 26-1/2" - 20.5 - 30.0 52.5 83.4 150.0 LL 9 ut
-- -- - _ _..... �1 e
30" 120.3. 150.0 150.0 150.0 150.0 150.0 150.0 30" '32.8 70.2 50.7 102.6 143.5 150.0 150.0 30" - - - 26.5 46.3 73.7 135.4 Q ly
.37': 97.6 150.0 1500 150.0 150,0 150.0 .150.0 37' 26.6 56,9' 41.1 83.2 116.4 150.0 150.0 37' - - - 21-9 37.6 59.7 .109.8
42' 85.9 138.0 132.6 .150.0 150.0 150.0 150.0 42' 23.4 ,50.1 30.2 73.3 102.5 135.8 150.0 42' _T - - JJ.1 52.6
48" 50-5/8" 75.2 ,120.0 1,16.0 150.0 150.0 150.0 150.Q' 48' 84" 20.5 43.9 31.7 64.1 89.7 118.8 150.0 48" 132" - _- - - 29.0 46.1 84.6 _
•54' -66:8 107.3 103.1.- 150.0 150.0 150.0- 1500_ 54' 39.0 .. 28.2 57.0 79.7 105.6 150.0 54' - - - 25.7 40.9 75.2
_...__.._._................._ .._ ..._.... I to
60" 60.2 98.8 92.8 141.2 150.0 150.0 150.0 60' - 35.1 25.3 51.3 71.8 95.1 150.0 60' - - - - 23.2 36.8 67.7 Z
66" 54.7.. 87.8 84.4 128.4 150.0 -150.0 150.0 66' - 31.9 23.0 46.6 65.2- 86.4 150.0 66 - - - - 21.1 33.5 61.5 1 0
72", 50.1' 80.5 77.3 117.7 150.0 150.0 150.0 72' 29.2 21:1 42.7 59.8 79.2 145.6 72" - - - -' - 70.7 56.4- !J
19-1/8" 147.8 150.0 150.0 150.0 . 150.0 150.0 150.0 19-1/8' 74.5 74:0 53.3 100,1 150.0 150.0 150.0 19-1/8' - 21.9 72.0 56.0 a9.0 150.0 Q
i�
26-1/2' 103.8 150.0 150.0 ,150:0 1,50.0 150.0 150.0, 26-1/2' 24.9 53.4, 38.4 78.0 124.4 150.0 150.0 26-1/2" - - 23.1 40.4 64.3 118.0 I W J 0]
30' 91.7 147.2 I4I.4 150.0 150.0 150.0- 150.0 30' 22.0 47.2 34.0 68.9 109.9 145,6 150.0 30' - - _ - 20.4 35_7 56.8 104.3' DJ 1..i
37" 74.3' 119.3 114.7 150.0 150.0 150.0 150.0 37' - 78.2 .27.5 ,55.9 89.1 118,0 150.0 37" - - - 28.9 ,46.0 _84.5 Irn Q
42" 65.5 105.1 101,0 150.0 150.0 150.0 150.0 42' - JJ.7 2d.3 49.2 78.5 104.0 150.0 42' - - - - 25.5 40.5 74.5 lo n M
48' ,58' 57.3 92.0 - .88.4 134.5 150.0 150.0 15o.0 .4B' 96" 29.5 21.2 43.1 60.7 91.0 150.0 48" 144' -. - - - 22.3 35.5 65.2 I Z e
...- __......_ .- .__-_.......- --.._
54' 50.9 81.8 78.6 119.5 150.0 150.0 150.0 Sd' - •26.2 - 38.3 61.0 00,9 1411,6 54" - - - 31.5 57.9 I- 3
60" 45.8 73.6 70.7 107.6 _150.0 _150.0 150.0 60' 23.6 - _3_4.4 54.9 72.8 133.7 60" - __ _ - 28.4 52.1 i •O_
06' 41.7 66.9 fi4.3 97,8 136.8 150.0 150.0 66' 21.4 - 31.3 49.9 66.2 121.6 66" - - - - - _ 25.8 47.4
72' 76.2 61.3 58.9 09.6 125.4 150.0, 150.0 72' - - - 28.7 45.0 60.7 111.5 72" - Q IWi
L -...
19-1/8' '121.9 150.0 150.0 150.0. 150.0 150.0 150.0 19-1/8" 24.2 51.9 37.4 75.9 172.7 150.0 150.0 ARCHES TO BE INSCRIBED -�
-_" '- -' �•--' HORIZONTAL MULLION i
26-1/2' 88.0 141.2 135.7 150.0 150.0 150:0 150.0 26-1/2' - 37.5 27.0_ 54.8-- 95.8 130.2 150.0 INSIDE RECTANGULAR SHAPE 1
30" 77.7 124.0 119.9 150.0 150.0 150.0 150.0 30' - 33.1 23.9 46.4 84.6 115.0 150.0 1
oil
37' 63.0 101.2 97.2 147.9 150.0 150.0 150.0 37" - 26.9 - __.,.79.2 -68.6 93.3 150.0 %�CIAZINC ��� l oI 'f°
42' 55.5 89.1 85.6 170.3 150.0 150.0 150.0 42" - 27.7 - 34.6 60.4 82.2 150.0 ii PRODUCT 3 +
-..-.. VERTICAL of oI�
48 6J" 40.6 70.0 74.9 114.0 150.0 150.0 150.0 48' 100" - 20.7 - 70.2_ 52.9 71.9 132.1 MULLION 1o�m jo
.-....-_.._ ._. -___...
54" 43.2 69.3 66.6 101.3 141.8, 150.0 150.0 54' - --- 26.9 47.0 63.9 117.4
60" JB.B 82.4 59.9 91.2 127.6 150.0 150.0 60' - - - 24.2 -42.3 57.5 105.7 GLAZING GLAZING
_..... ._. ......__ .._._..._.-_..._-____ .PRODUCT PRODUCT 3 a i olg
d6::135.3 56.7 54.5 82.9 116.0 150.0 150.0 66' - - - 22.0 38.5 52.3 96.1 -Til
.. ___._...._ _-._..._..-_ _._.;.._ GLAZING GLAZING
72' 32.4 52.0 49.9 76.0 106.7 140.8 150.0 72' - - - 20.2 35.3 47.9 08.1 PRODUCT PRODUCT
ALL LOADS.ARE EXT,(+)/INT.(-).
o'g'$Im g
1?io 0
NOTE; 1, W1 .11 W2 I_ MULLION SPAN 5 C,o
MULLIONS RATED:IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED) En9r,JAVAD Ah'1.LA0 PRODUCTRDVISED :•I,;I: ;oil
TYPICAL MULLION ARRANGEMENTS CML nsca,llplYingwith the Flodds
_..._....-.._....__..._ D"ilding Code
Y!1 +W2 C.A.N.3538 Acceplmlcc Nof4- r, it, I f�'1
WIDTH (W) =
FLA PE Y 70592 2 I F.agimllonDalo�; Q�q I
ANCHORS TYPE 'D' AND 'E' APPLICABLE TO -� _JI_ i 5
4 5" AND 6" TUBE MULLfONS. v�u
�uL;till:ioa By -
L I -..---.--. } L' Miami Dada Product Conftal `draY/ing ^a
.ANCHORS TYPE A, 'B', 'C', 'F' AND 'G' APPLICABLE ,''JJ; ; M04-04
TO ALL'TUBE MULLIONS,
! MULLION S I _
�sheel 3 -1-9]
-DESIGN LOAD.CAPACITY -PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF U r
WINDOW DIMS. ANCHORS TYPE. ANCHORS TYPE. ANCHORS TYPE
WIDTH.(W)MULL,SPAN. A B, C D E. F. G WIDTH(IV) MULL SPAN. A D C. D E F G' WIDTH.(%Y) MULL SPAN A. B, _C -D E F G
0
19-1/8" 150.0 -150.0 150.0� 150.0. 150.0- 150.0 150.0 19-1/8- 101.0 750.0•. 139.5 150.0 . 150.0 120.6 150.0 19-1/8' .62.5 125.0 86.3 150.0 150.0 74.6 149.2 Z
26-1/2" 141.0 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2" 72.9 145.8 100.7 150.0 150.0 87.0 150.0 26-1/2' 45.1 90.2 62.3 124.5' 150.0_ 53.8 107.5 Z!
......__ -..- __......_.__.. _ qN�
30 124.6 150_0 +150.0 150.0 150.0 148.7__150.0 30' 64.4 . 128.8 89.0 150.0' 150.0 76.9 150.0 30" 39.8 79.7 55.0 110.0 137.6 47.6 95.1 `"i3!
_._. ..... --' - 4F
J7" 101.0 150.0 139.6 150,0.• 150.0 ,120.6 150.0 37" 52.2 104.4 72.1. 144.1 150.0 62.3 124.6 37' 72.3 64.6 44.6 89.2 111:6 38.5 77.1 ¢a. o ISI
. -._...._ _ _
42" 89.0 150.0 122.9 150.0 15d.0 106.2 150.0 42" 46.0 92.0 63.5 . 127.0 150.0 54.9 109.8 42' - 28.5 56.9 39.3 78.6 98.3. 34.0 67.9 0 9 !
•' : 48" 38-3/8' 77.9' .150.0 '107.6 150.0 150.0 92.9 150.0 48"�� 74-1/4' 40.2 80.5'. 55.6 111.1 139.0 48.0' 96:1 48' 120" 24.9 49.8'�' 34.4 68.8 86.0 29.7 59.4 a FO
54" 69.2 130.4 95.6 150.0 _150.0 82.6 150.0 54" 35.8 71.5 49.4 98.8 123.5 42.7 05.4 54" 22.1 44.3 30.6 61.1 76.4 26.4 52.8 0 U !
60" 62.3 124.6 86.1 IS0.0. 150.0 74_3_ 148.7 60" _32.2 64.4 44.5 88.8_ 111.2 38.4 76.9 60' __-___ 79.8 27.5_ _55.0_ 68.8 23.8 _47.6. 0 5 eh1J
66' 56.6 113.3 78.2 150.0 150.0 67.6 135.2 6fi' 29.7 58.5 40.4 80,8 107,1 34.9 69.9 66' - 76.2 25.0 50.0_ 62.5 2i.6 43.2_ 0� e4 g
72 51.9 707.0 71.7 147.7 150.0 62.0 123.9 72' 26:8 53.7 37.1 74.1 92.7 32.0 64.0 72' = 33.2 22.9 45.8 57.3 - 39.6 0 O 2 e
19-1/8" 148.1 .150.0 .150.0 150.0 150.0 .150,0 150.0 .19-1/8" 80.3 150.0 .123.3 150.0' 150.0 106.6 150.0 19-1/8" 56.8 113.6. 78.5 150.0 1'50.0 67.8 _135,6
0
26-1/2' .106.9_ 150.0 147.7 150.0 •150.0 127.8 150_0 26-1/2" 64.4 128.9 89.0. 150.0 150.0 76.9 150.0 26-1/2' 41.0 82.0 56.6 113.2 141.6 48.9 97.9 Q 3 61
30" 94.4 150.0 130.5 150.0 150.0 112.7 150.0 30' 56,9 113.8 78.6 150.0 150.0 67.9 135.9 30" 36.2 72.4 50.0 100.0 125.1 43.2 86.5 LL? Q
37` 76.6 190.0.. 105.8. 150.0 150,0 '91.4 150.0 37" _46.1 92.3.' 63.8 127.4 150.0 55.1 110.2 '37" 29.4 58.7 40.6 _81.1 101.4 35.1 -70.1 a W
42" - 67.5 .134.9 93.2 150.0 150.0 80.5 150.0 42" '40.7 81.3- 56.2 112.2 140.4 485 97.0 42' 25.9 51.7 35.7 71.4 89.4 30.9
71.1 49.1 90.2 122.9 42.5 84,9 4B- 132" 22.6 45.3 . 31.3' 62.5 - 4-
. 48"• 50-5/8' 59.0 118.0•. 81T5150:0... 150.0 70.4 Id0.9 48: g4" 35.fi ....._. - -_...,-...-_.....,•- ,78.2' 27.0 54.0
54" 52.5 104.9' 72.5 144.9, 150.0 62.6 125.2 54" Jt.6 61.2 43.7 87.7 109.2 37.7 75.5 54' _ 20.1 . 40.2 27.8 55.6 69.5 24.0 48.0
__...._. - _ .__.... ....._5 ...0
60" 47,2 94.4 85.2' 130.4 150.0 56.4 112.7 60" 28.5 56.9 39.3 78.6 98.3 34.0 67,9 fi0' -` 3b.2 25.0 50.0 62.5 21.6 47.2 !
'66" 42.9 85.9 59.3 118.5 148.3 51.2 102.5 66" 25.9 51.7. 35.7 71.4 89.4 _30:9- 61.8 66' - '_32.9 22.7 45.5 56.9 39.3 !Z!
•72" 79.3. 78.7 54.4 IOB.6 ,135,9 47.0 93.9 72' '' 23,7 47.4 32.8 65.5 81.9 ,2B.3 56.fi 7Z' - 30.2 20.8 41.7 52.1 - 36.0 0
19-1/8" 129.3 150.0. 150.0 150.0 [15
.0 150.0 150.0 19-.1/8" 78.1 1
.150.0- 107.9 150.0 150.0 93.2 150.0 19-1/8" 52.1 _104.2 71.9 143.8_ 150.0 62.2 124.7_ J
26-1/2" 93_3 :.150.0 128.9 .150.0 .0 111.4, 150.0 26-1/2' 56,4 112.8 77.9 150.0 150.0 67.3 134.6 26-1/2 37.6 75.2 51.9 103.8 120.8. 44.9 89.7 i Q
30" 82.4 150.0 113.9 150_0_ 0 98.4 150.0 30' 49.8 99.6 68.8: 137,5 150.0 59.4 118.9_ 30" 37.2 66.4 45:9- 91.7 114.7 39.6 79.3 W;_jm37" 66.8 133.7 92.3 150.0 .0 79.8 150.0 37" 40.480.8 55.8 111.5 139.5 48.2 96.4 37' 26.9 - 53.8 37.2 74.3 93.0 32.1 84.3 i 03LJ
42" 58.9 117.8 81.3 150.0' .0 70.3 140.5 42" 75.8 71.1 49.1 98.2 122.9 42.5 84.9 42' .23:7 47,4 32.8 65.5 01.9 28.7 56.6 ;Fes• 348" 58' 51.5 103.0 71.2 142.2 .0 61.5 123.0 48' 96" 31.1 62.3 43.0- 85.9 107.5 37.2 74.3 48' 144" 20.8 41.5 28.7 57.3 71.7 24.8 49.5Q^M54" 45.8 91.6 63.3' 126.4, .0 54.7 109.3 54 27.7 55.3 38.2 ,76.4 95.6 73.0 66.0 54' - Jfi.9' 25.5 50:9 63.7 22.0 44._0 QMzZ
60" 41.2 ,82.4 56.9 113.8 .3- 49.2' 98.4 60" 24.9, - 49.8 34.4 68.8 86.0 29.7 59.4_ 60' - 33.2 22.9 45.8 57.3- - 396 -Z)66" 37.5 74.9 S1.B 107.4 .4 4d.7 89.4 66' 22.6 45.3 31,3___ 62.5 78.2 27.0 54.0 68' - 30,2 20.8 .41.7 52.1 - 76.0 17072' 34.7. 68.7 47.4 94.8 .6 41,0. 82. Cj
0 72' 20.6 {1.5 28.7 57.3 71.7 24.8 49.5 72' - 27.7 - 38.2 47.8 73.0 Q Cj19-1/8' 119.0 150.0 150.0 _ ._ .0142.1 150.0 19-I/8" -69.4 138.9 95.9150:0. 150.0 82.9 150.0 ANCHOR TYPES HORIZONTAL MULLIONWA,0,C,D,E,26-1/2" 85.9 150.0 118.7 150.0 .0 1025 150.0 28-1/2` 50.1 100.2 69.2 138.4 150.0 59.8 119.6._ HFAD/SILL/JA1,185 ARCHES TO BE INSCRIBED-
30" 75.9 150.0 104.8 150.0 .0 90.6 150.0 30" 44.7 88.5 61.2 122.2 150.0 52.8 105.7 ANCHOR TYPES 1 INSIDE RECTANGULAR SHAPE
..._.._._...-_ --_- __......... __._.
37" 61.5 123.1 85.0 150.0 150.0 73.4 146.9 37" 35.9 71.8 49.6 99.1 124.0 42.8 85.7 F k C
._...__...___ ._ _.. AT JAMBS ONLY s SIS
12
42" 54.2 108.4 74.9 149.7 150,0 .64,7 129.4 42' 31,6 67.2 43.7 87.3 109.2 ,37.7 75.5
47.4 94.9 65.5 131.0 150,0 56.6 173.2 48" 95.6
.�� INC
48" 63' 108' 27,7 55.3 78.2 76.4 95.6 37.0 66.0 PRODUCT 3 S�"I I'
:'
...___.... --.._. _-......._ 6 -,VERTICAL
' c SI o
54` 42.2 e4.3 5B.2 116.4 145.6 SO.J 100:8 54' 24.8 49.2 34.0 67.9 84.9. 28.4 58.7 -MULLION o 0
_._..... _ _..____._
60" 37.9 75.9 52.4 104.8 131.0 45.3 90.6 60" 22.1 44.3 30.8 61.1 76.4 26.4 52.81
-- z \ANCHOR �Ii�I"�'il3�Io
66' 34.5 69.0 47.7 95.2 119.1 41.2 82.3 fib" 20.1_ _ 40.2 27.8 55.6 69.5_ _24.0 48.0 GLAZING GUZING. j `pETAIL/1 .N _vll
31.6 63.2 47.7 87.3 109.2 37.7 75.5 72" 36.9 25.5 50.9 53.7 22.0 44.0 PRODUCT PRODUCT
3 3
GLAZING GLAZING
PRODUCT PRODUCT
ALL LOADS ARE EXT.(+)/INT.(-). v B1S� �I
NOTE. N O,ri ry H s:v
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER vrt wz' L MuwoH SPAN W;LL
ANCHOR TYPES
LOCATIONS AT HEAD, SILL OR JAMB ENDS. A,B,C,D.E. ;
FOR-ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. AT HEAD/s Ll/Jaa6s ;
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) TYPICAL MULLION ARRANGEMENTS Engr:JAvnD n61uD PRODUCT RDVISLD I q II
CPAL recomplying lvllh the Clmldn
FLA.PE 9.70592 Building Code o I I
WIDTH (W) = WI +Wz C.A.N. 518
N. AceepinneeNo f •D 0{9 I, x
2 :.i i• C•v irnllon Dale �
ANCHORS TYPE 'D' AND 'E' APPLICABLE- TO - r' � L' �u U �
4", 5" AND 6" TUBE MULLIONS. LUL 2 B
""--- / , b11eI Dade Pro ml CouNp!-� i drOwing no.
ANCHORS TYPE 'A', V. 'C', 'F' AND 13APPLICABLE J
TO ALL TUBE MULLIONS. LAN C H O R S t M04-04
L'�� sheet 4 of g j
1/4-DIA:ULTRACONS I it
/ 1/4°DIA,�ULTRACONS 1/4'DIA.ULTRACONS '1/4"DIA.ULTRACONS � of
Imo—
Ed. 2 PER CUP (1 O�EACH WING) 1 PER ANGLE i Ed 2 1/4" MIN. a PER CLIP(2 ON EACH V'lING) 2 PER ANGLE --.—._�I 1�I
I I r 1 ! nP. o
•�1, I •...IS °MIN. r, I I Lei '!'' • I I 'I":Ij� _ .i p ` Q
( F
��!L. I'I' •,i . II, .. . 4�... 13
I I •I I ��.I I I I.J � I I I I.- I I I I 0 0 'n i
II II ..�cP
1m, jLJj FLOATING CUP II it FLOATING CLIPMULL 11 II a K
li II SNUG FR INSIDE MULL I I I1 2%2%,1/8" I 1 BY' Irl SNUG FIT INSIDEI I I 2 X 2 X 1/8" a Q
W000 BUCK 1II I I I ALUM ANGLE WOOD BUCK 1 I E
11
J g1a SMS u tJ 1 N l J �u u ALUM ANLL 8 0(m o
--- 14 SMS
__
'I I 1 I 1-3 4"O.C.MIN. 1-3 4"O.C. MIN. I 1 �.
I I I I / I I I I I I /
2 PER ANGLE I I —I I 2 PER ANGLE j j Q W
I I _...IJi I I rl h1 , J
r--
1/4°DIA.ULTRACONS 1/4"DIA.ULTRACONS •���
Ed. 2 PER CUP(I ON EACH WING) 1 PER ANGLE 1/4"DIA.ULTRACONS 1/4"DIA.ULTRACONS z
4 PER CIDP (2 ON EACH WING) 2 PER ANGLE ,O
Ed. 1"MIN. I J
zi
rnPl i �1 /
IN-
03 I,i
ii ;i "�� II I jl II •-�—.II I i Z Z 3 J m
2BY
W000 BUCK I LJ 1 FlOATINC CLIP j j j j L j j FLOATING CLIP / I J a—•
OR II 11 SNUG FIT INSIDE MULL II I I 2% 2 X I/8° 2BY Irl SNUG FR INSIDE MULL J// II II 2 X 2 % 1/e" ;QI�VI cl
N W000 II II LI U ALUM ANGLE N WOOD BUCK I� �I U V ALUM ANGLE tJ Uj GFI
I --------- I STRUCTURE j' 014 SIDS I I I _____________ I JI g14 SATS I I
1 I I I 1-3/4"O.C. MIN. I I 1 I I I 1-3/4'.O.C. MIN. I I
I I I 2 PER ANGLE I 1 1 I T i l 2 PER ANGLE I I
l LJ�d...
�'I nlx s
iEl
Ed. >i
iA ol$:$.'''.
O
1/4"DIA. ULTRACONS BY'ELCO'
SULTRACONS MAY BE HEX OR FLAT HEAD u -a o.w•�lu
SUBSTRATE Ed, =MIN. EDGE 01ST. MIN.EMBEDMENT
WOOD 1' 1-1/2"
3 Eng,.aavnu AHMAD' PRODUCTRIEVISED
I�---------'1 CONCRETE 2-1/2" 1-1/2" 'g I. 13
CML nt mmplyillB wtlh We plorlda I 4
FIA.PE L1 70592 Dllildil Code S 1I n
l.__.._...�y...........t... 2BY•WOOD BUCKS OR WOOD STRUCTURE S.G. 0.55 MIN. h '8
ALTERNATE CONCRETE _ C.A.N. 538 pcceploeca No FI $ !
• yy Ds"iid1 a Dole I d
ANCHOR LOCATION JULL11-
1 y.�
ALL CLIPS AND.ANGLES TO FIT SNUG INTO TUBE MULLIONS. A4inu!' 'mdlKl Conho,_ 1 drawing no
i CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED l
WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR / ', J I M, 4_041
ANCHORS TYPE �A I WATER-WHITE METHACRYLATE LACQUER. !
..._.....- --..._..._----- sheet 5 of 9
1/4 DIA:ULTRACONS 1/,.4 BIA,ULTRACONS 1/4"DIA.ULTRACONS Em
�� Il
LTRACONI
2.PER CUP(.i ON EACH WING) I PER ANGLE I EJ. •.4'PER CLIP(2 ON EACH PIING) 1/4"DIA..pER ANGLE �j 1
L Z IRI
IN.
//l q�:z I
•�� ; ';1; '� .. TYP.:
C.
. I• I ,T,\�. "I I I I. � � ��f �} � � I l .I I i � � � T Y,"' T�
j LJI FLOATING
CL .. I IIIII1 � 11IIIIII - 1II1II LIJI,4iIIII1I
V�
SNUG FIT IN2 2 1/'
SIUMNGLE 2 X 2 X 1/8"
11 II ALALUM ANGLE
SS VV ' L--------- " 114 r___-_-_-____ O
1-3/4"O.C.MIN. FLOATING CLIP 1 02 PER ANGLE SNUGFIT INSIDE MULL
I 14 SIA
ER ANGLE
.d PS Q jOpaWWZZWWQnt3VN�e0•iIL'MlaMQC[_F-
�I
I
Ed. I III"r n
1 In
I I I I I ,11• IJ tik
I I W J�
11 1 I I I 1 O I 1 ;DI! >L
ii i I i i 1/2"(2) +
L___ I I
M I a" I j�l3zli�
a p
LEd
J o.Q
3"MIN. � .. _._.._.__........._. NLOCATION OF SCREWS CONNECTINGANGLES TO TUBES
1/4"CIA. ULTRACONS I
2 PER CLIP (1 ON EACH WING) I I
• � I�'j� aI I�
IH ori'
ANCHORS TYPE V ei Ie
•!i APPLICABLE FOR 411, 5" AND 6" TUBE MULLIONS
1 1 0
1 1 ,N of ry;H'Y rile
y j 1/4" DIA. ULTRACONS BY'ELCO' oolo u
1 1 ULTRACONS'MAY BE HEX OR FLAT HEAD G
\ L 1 SUBSTRATE Ed. = MIN. EDGE DIST, MIN. EMBEDMENT c
L--------'1 _
Ergr:JAVAD AHNAO PRODUCT REVISED
I i CONCRETE 2-1/2" 1-I/2" CML i1h 1110 Flmi I II• II
CONCRETE f'c J000 PSI MIN. FLA,PE l'10592 building CoAe I o II 11
CA J538 Amplencc No d
n,q 2014 Bx trnllon Dnlc �� I
1 1 fr 1(. g`/, ��� � I
ALTERNATE 1................_.__. Jl�l. { DY I�Kt[d�J' �}i�
ANCHOR LOCATION ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS.
Fll A1ia11 Dade Pt ucl Co'V f �
I I RL Browing no.
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED JI
j WITH ALNAU-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR I M04-04
ANCHORS TYPE rC 1'IATER-YIHITE METHACRYLATE LACQUER._ _I (' ' (•i
sheet 6 of 9
Vel5/16'DIA.ULTRACONS 5/16'DIA.ULTRACONS _
Ed. 4 PER CUP (2 ON EACH WING) 2 PER ANGLE llp4' J��I
Ids
IIN.
��
TMP. G. �� ...�. I F Loi
O
1 1 I .II 1 I 11 11 a
4
' li
S 1 it�I ry II 11 2'X 2 X 1/8" O r
I I I I Q,O
' �-=----------- ALUM ANGLE� -'FLOATING CLIP � I
I i i i SNUG FIT INSIDE MULL ���
I i O ¢G I
I 1 I I 14 SMS I 1 ai
I I I I 4 PER ANGLE I I O
III n�
• II iz
O
• J z%: v
7
N �IUJ Q
\ I I I I im J LJ
I I �l///�777���/// I 1 _I
�O I I - F-
M
�at0 n
I I 1/2.(2) I I I M O n M I
I, L_ ___________ _J I i�ll7 •M H
Z i z 3 J m
s' i I� 3z'•-R
I j �JVINE v
Ln
L__.._........_
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES
I
I
cat
o,TIE
ANCHORS TYPE 'E' o2
Ws��aW�
APPLICABLE FOR 4"I 5" AND 6" TUBE MULLIONSjg�6 ;a
T
5/16'DIA. ULTRACONS BY'ELCO' cl o!o,mll.lu
ULTRACONS MAY BE'HEX OR FIAT HEAD
SUBSTRATE TEd, MIN: EDGE 01ST, MIN. EMBEDMENTPItODUCT'RL•VLSED
Engr.JAYW•ANMAO
III
CONCRETE 2-1/2' 1-0/4" •CML 0complyinO�Yilh[lie Plmlde
RA PE/70592 Building Code jw0-
CONCRETE = I'c m 3000 PSI MIN. A.' 3 Amplanc.No.47 hllon DW.
ALL CLIPS SAND ANGLES TO FIT SNUG INTO TUBE MULLIONS. � Mini! ado Producl'CouU
• � CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED (I I
drawin
WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR I ( f f i �'M04-04
,WATER-WHITE METHACRYLATE LACQUER. 'U ✓, L
isheet 7 0( 9�
•1/4"CIA.
1/4°DIA. ULTRACONS .1/4'DIA,ULTRACONS 1<
Ed. 2 PER CLIP(I ON EACH WING) 1 PERANCLE 1/4"DIA..ULTRACONS - r �0
'i Ed. '2 1/4`MIN. 4 PER CLIP (2 ON EACH WING) '2 PER ANGLE i 4
0 �0
\ W W 0 g C
� ,I II I I I I i i II II 1\f3 II II a
• jLJj FLOATING CLIP II II i j1 II II i 0 <
SNUG FIT INSIDE MULL �I 11 2 X,2 X 1/B" LJ FLOATING CLIP V
11 I I I I I I ALUM ANGLE 11 SNUG FIT INSIDE L1ULL I I I r
________ li i1 LI I II II
ALUM ANGLE* 0
-----------
I I AI4 SATS u ,J 0'
I I I I 1-3/4"O.C.MIN. I 1 \ I I Ilk I RI4 SMS V I 0 IL¢<
I 1 2 PER ANGLE I I I I 1 1 1-3/4"O.C.MIN. I I 04
1 LJr. j 1 1 1 2 PER ANGLE
do
ZILD e
J m
' W J
in w
I'~ (6at0 n
+ b cl I
1 � p r7 a
Z z
i 1 .<C-4 _j
ALTERNATE W
ANCHOR LOCATION
C
ANCHORS TYPE 'F' I ANCHORS TYPE 'G'
AT JAMBS ONLY I AT JAMBS ONLY IU
ooiil is
1/4"DIA. ULTRACONS BY'ELCO'
ULTRACONS MAYBE HEX OR FLAT HEAD
---_—.�
SUBSTRATE'Ed.='MIN: EDGE DIST. MIN. EMBEDMENT �--)r-- ^� r
MASONRY 2=1/2" 1-1/4" I q 11_ I Ii
Engr:JAvaD ar11uD PRODUCT RI:VLSGU I
MASONRY C-90 HOLLOW/FILLED BLOCK-!'m = 2000 PSI MIN. Cml uscOmplYingwilhfhel7mi&t i i�'
FLA.PE y,10592 OuNing Code
C.A.N.3539I n
; \eleplOn�ceW.�j_•Q 1 Q1 GALLCLIPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS, xNr0oj9 o : <
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED JUL 2.11 2014 .,ITy �
iWITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR drawing n0.
WATER-WHITE METHACRYLATE LACQUER, - i .,/j r;`. AK4iomiedc Product Con
y / J M04-041
14 SIAS
_ o
.SEE'CHART FOR QUANTITIES 'TUBE MULLION
2 m 0
O ~IZI
------ -------- 31
t IL
ANCHOR I NO.OF Q�O! M
CHARYSCREWS) Q.S
#10 FH SMS-,-, 7YPETyp
8,_�_
2/S1DE TYPE C 2 `!
1/8'THICK ALUM CHANNEL I 7YPE_ , 4 0 - O G
LENGTH TO FIT SNUG I-�I 1 I TYPE E 4 I y
INTO MULLION TUBE MULLION Q
TUBES MAY BE NOTCHED L+ I Q3
AS SHOWN TO ALLOW INSTALLATION LL zw Ed o
OF CLIP ANGLE I -�� 1 I CI
• CAULK JOINT AFTER ASSEMBLY
I I lu'I F
A14 FH SMS I
1_1/2"O.C.MIN.
ACCESS HOLE SEE CHART I I�
FOR QUANTITIES I I;
I
• I _��__J Vl i1 1
ZII e
J a h
m
W J
DO La)
THIS
SCREW CAN BE I T I E
INSTALLED IN EITHER 1 1(10 FH SMS 1, I `: ^M
DIRECTION 5 I 2 PER CLIP I I I N
li 1 I 1'O.C.MIN. I I I Z_ Z 3 'D
t
I I 1
�w��
1-3/4'X 2'X 1/8'(FOR 2BY TUBE)
3/4'X 2'X 1/8'FOR(IBY TUBE) C
ALUM ANGLE
CUT TO FIT SNUG INSIDE TUBE lb1
ANCHORS DETAIL #1 "R
0
METAL TO METAL CONNECTION j �
cNi a Nip
otl`g�I
#14 SMS/TEKS 1
SUBSTRATE Ed. MIN.EDGE 01ST,IMIN.CL TO CL SPACING Ai.. I ^
l�t'�
METAL
METAL 1/8"MIN.THK..STEEL Fy - 36 KSI MIN.
1/8"MIN.THK.ALUMINUM(6063-T5 MIN.)
Engr:JAVAD AHIMD PRODUCTREVISED a I•� '=1i
CM
FLA.PE i L 70592 Bnsocildin8Cod0mnplyin¢wilhtheFbrldo j
iIt
C.A.N.5538NnJUL 21•,2014
I t 1, on DodcPmducCCon 1
Qo droving no.
I M04-041
/� sheet 9 off 9,,