HomeMy WebLinkAboutProduct Approval (5) MI,AMU INII&MI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/eeonomv
ES Windows,LLC
10653 NE Quaybridge Ct.
Miami,FL 33138
S 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(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 s been designed to comply with the Florida Building
me uding the High Velocity Hurricane Zone.
DESCRIPTION:Extruded Aluminum Tube Mullion--L.M.I.
NT:Drawin Nouminutn 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 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,
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 entirely.
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.
r% NOA No.14-0731.06
MIAMI DAD+COUNTY If 6,1- Expiration Date: September 16,2019
kfiffir
t Approval Date: September 18,2014
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 "Aluminum Tube Mullions", sheets 1 through 9 of 9,
dated 04/26/04, with revision G dated 07/14/14, prepared by Al-FarooqCorporation,
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 Nvindow, Grade 10,Level LV
1 per ASTM F 588--04, Side—Hinged Door Systems per AAMA
1304-02 and per FBC 2411.3.2.1,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 NOA No. 04-0712.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
dated 09/01/09 and updated on 07/10/14 to comply with FBC 5th Edition (2014),
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.
(Srrbntitted 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.E.
Product Cozitrol#xaminer
NOA hto-.- 4-0731.06
Expiration Date: Septembe►-16,2019
Approval Date: September 18,2014
l;-1
A
ES Windows,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with the FBC - Stn Edition (2010, and
of no financial interest, dated July 10, 2014,issued by Al-Farooq Corporation, signed
and sealed by Javad Ahmad,P.E.
2. La ora - ate 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.
(Submifted under 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 Perezj-P;E.
—° Product Control Examiner
NOA No. 14�fl 1.06
Expiration Date: September 16,201 9
Approval Date: September 18,2014
E-2
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io
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ro
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3.000 I1L�- �1Si-__ ;r�j;l,l l,- TYPICAL d
'15.1. - lti- I•`�.�VII I� Iij�—GLAZING PRODUCT
=m L
- - ryrG
.00
0 IL c�q
4.000
Lp
ICAL I 1.000 0 al I d
�__��I WINXFRAME "�� Q v 2 a
I� �'
5.000 v �Iv Q Weil .
u
(y
6.00)0 3.000 4.000
N
Z�
0i
I.MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. I 2.000 ALLOY= 6063-T6 J, o
AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVE _J. = n
( IMPACT AND NON-IMPACT RESISTANT PRODUCTS. y.
J
MULLIONS CONTAINING TYPICAL GLAZING PRODUCT
RECTANGULAR ALUMINUM TSUBE MULLIONS 'm'vi¢ O
HORIZONTAL OR VERTICAL ~'3 D
USING MULLION PROPERTIES ONLY I:E
NOTES SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING p t7
iZN
_z
THIS
THIS PRODUCT HAS'BEEN DESIGNED ANDTESTEDTO COMPLY WITH THE Z
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE(HVHZ). _j Q N O
N ,
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE J LU N 2
APPUCA13LE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. -
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER I
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT
TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.).
ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
Vi u,Q, r
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT vlil2l 6�I
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REOUIREMENTS OF THE FLORIDA BLDG.CODE. >i
I
INSTRUCTIONS:
4 o.«ice:„lo
USE CHARTS AND GRAPHS AS FOLLOWS. .5
... _.... _.............. v ci u.of wi4 u
STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 r�
FOR PARTICULAR OPENING. 1•—,�r--'�
STEP
2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS I;
MEETING ABOVE LOAD REQUIREMENTS. E. JAVAD AVMB PRODUCTREVISED a •n I
'STEP 3 USE CONNECTION TO MULUON AS PER PRODUCT CML; ascomplying Wilh the FlAdn i
APPROVAL.
FLA PE X 70592 I ilding Cod, o ii
C.A.N.35ZS Accc lanc,No
USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH I p •Y �9 -do
II i� 1s
I�L'41 •�^14 lis'rnlinn Dat, o ,t
STEP DESIGN HATING MORE THAN DESIGN LOAD SPECIFIED G Illi I
IN STEP I ABOVE.
USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS Ry G
STEP 5 ON SHEET 4,SELECT ANCHOR TYPE WITH DESIGN RATINGA9iam Uzda Prn k CQhlhh drOWi09 n0.
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. i'� 1! `--� M04-04
a
heet 1 of1 of g,_> j
,.DDS 5,. .323 I ,.DDD �^- 2.000 125 h^'2.DOD_1-�.25D �(
� I
-"{ '1.000 1•� 12s - 1.000.339 �2.DDo� 125
.125 � f' ,0
.125 .125 C N
J�
4.000
4.000 3.000 •�
a I
3.000 .125 d'O
b_ 6.000 6.000 V
�
;
r
O
.338 .323 5.000 a O
.125 .125 .250 O IL Q ^
Ll L--j L Ix = 1.466 IN\a .IX 2.975 IN\4 O c0
O
S = .950 w\4 IX = 2.037 IN\4 $x = .977 w\3 Sx = 1.487 IN\3 m 3 4� n
S. = .634 IN\3 Sx = 1.015 IN\3 U. 6
U. V)
1 X 3 .1 X 4 1 X 3 1 X 4L sZ
STD. MULLION STD, MULLION CUSTOM MULLION CUSTOM MULLION Q w f v
6063-T6 6063-T6 6063-76 6063-T6
�2.000� IX 5.204 IN\4 IX = 8.276 IN\4 IX = 15.203 IN\4 I
-125 SX = 2.082 IN\3 SX = 2.758 m\3 $x = 5.068 IN\3
�Z� e
2 X 5 2 X 6 2 X 6
--2.000-"{ r.125 - i-_j
yr
Y STD. MULLION STD. MULLION ljEAVY UM LLION D j n
6063-T6 6063-T6 6063-T6
IJi U a
.125 .720 1.690- I W`_3 m
4.000 �� m
( Q
3.000 .125 - '~Ii 3: ,M n
.156 TYP. �1pr'4
v
I Z�Z�i-m
2.750
.125- 3.250L
- 2.000 Q �NQ
1.405 W�< +
IX = 1.467 IN\4 IX = 2.976 IN\4 L
SX = .978 IN\3 SX = 1.4B8 IN\3
2X3 2X43.710� !6
STD. MULLIONI �Im
STD. MULLION I-�-4.saod Ig�
6063-T6 6063-T6 v=il ol"I'^l a
NOTCH c'
OPTIONAL NOTCH o1'��w ~
1/2" OPTIONAL .,o�,d o
TYP. Y 1/2" u.-'ai� a
7YP. m,zI
L
a I
2.000 Ed- MIN.EDGE DIST. Ed Ed = MIN. EDGE DIST.
1/2"FOR 1/4"DIA.ANCHORS 1/2"FOR I/4°DIA.ANCHORS
5/6"FOR 5/16"OLA.ANCHORS 5/8"FOR 5/16"DIA,ANCHORS Ed. 0
MULLION CLIP MULLION CLIP
6063-T6 6063-76
i F-
Engr:JAVAD AH0M PRODUCTREVISED II•r _i ;
CMI. as complying wilh the Florida
Ed. FLA.PE 9 70592 building('ode
o CA.N.,3538 Acceptance No p •• G 4'
Lrxyyylra8on Dale ,-� ! o o I
Ed - MIN.EDGE DIST. UL ` 2O�A, Dyr� ��,7 �J
I/2"FOR 1/4'DIA ANCHORS - �
5/8'FOR 5/16'DIA.ANCHORS /J' ,�inal� 3 e 1'ro dCoJJ1l�-; df°wing n0. '
ANGLE CLIP ,�``',' :_M04-O4 I
6063-TSsheet Q of 9
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) ', DESIGN LOAD CAPACITY - PS!?(TUBE MULLIDNS) DESIGN LOAD.CAPACITY - PSF.'(TUBE At
ULLIONS)
I X3 1 X4 1X3 1 X4 1 X3 1X4 1I±aI
CUSTOM CUSTOM CUSTOM CUSTOM - CUSTOM CUSTOM .�� /'��
WINDOW DIMS. - -- -- - - WINDOW'DIMS. wif,R) W DIMS. - Iw
1 X 3. 1 X 4 2 X 3 2 X 4 $X 5..2 X 6 2 X 6 '1 X 3' 1.X 4 2 X 3 2 X 4 2 X 5 2'X 6 2 X 6 1 X 3 1 X 4. 2 X 3 2'X 4 2 X 6 2 X 6 2 X 6 .ol
WIDTH (W)MULL.SPAN'STD. STD.. STD. STD.. STD.- STD. HEAVY WIDTH,(VI)IAULL.SPAN-STD. STD. ' STD. .STD. STD. STD. HEAVY WIDTH(VI) MULL SPAN STD. .STD. STD. STD. STD. STD. HEAVY Z n �I
19-1/8" 150.0 150.0 150.0' 150.0 150.0 150.0 150.0 19-1/8" - 74.6 140.9 115.1 150.0 150.0 150.0 150.0 19-1/8" -37.9 27.3 55.3 96-7 146.1 150.0 0 /
26-1/2' 150.0 150.0 150.0 .150.0 150.0 150.0 150.0 24-1/2' 53.8 101.783.1 148.6 150.0 150.0 150.0 26-1/2" - 27.3 - ,3909 ,69.8 105,5 150.0 N��
F
30" 150.0 150.0 .150.0 150.0 150.0 150.0 150.0 47.5 73.4" 131.3 150.0 150.0 150.0 30" - 24.1 - 35.3 .61.7 93.2 150.0
37" '150.0 150.0 150.0 150.0 150.0 _150.0 150.0 37" 38.5 72.8 59.5- 1.06.4' 148.9 150.0 150.0 37" - - - 28.6 50-0 75.5 138.8 Q
IL
42" 149.6 150.0 150:0_ 150:0 150.0 150.0. '.150.0 33.9 64.2 52.4 93.8 131.2 150.0 150.0 42" - - - 25.2 44.1 66.5 122.3 C
48" 38-3/8" 130.9 150.0 150.0150.0 150.0 150.0 150.0• '48" 74-1/4" 29.7 56.1. -45.9 62.1 114.8 150.0 150.0 48" 120" - - - 22.0 38.5 58.2 107.0
_ __.....-. 0$ a
54" - 116.3 150.0 150.0 150.0 150.0. 150.0 150.0 54" 26.4 49.9 40.8 72.9 102.1 135.2 150.0 54" - - - 34.3_ 51.8 95.1 (�
60" 104.7 150.0 150.0 150.0 150.0 150.0 150.0 60" 23.8 44.9 36.7 65:6 91.8 121.7 150.0 60" - P28.5
- - 30.8 46.6 85.6 CI,1 M °
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 C IL Q<
_... - _......... - d{n-
72" 87.3 140.1 134.6 150.0 150.0 150.0 150.0 72' - 37.4 30.6 .54.7 76.5 101.4 150.0 . 72" - - - 25.7 38.8 71.3
19-1/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 51.5 110.1 79.5 150.0 150.0 150.0 150.0 19-1/8" - 20:5 41.6 72.7. 115.6 150.0__... _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 II6.1 150.0 150.0 150.0 26-I/2" - - 30.052.5 83.4 150.0 IL 230" 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... __.....__-
-37"_ 97.6 150.0 150.0 150.0 150.0 150.0 150.0 37" 26.6 56.9' 41.1 83.2 116.4 150.0 150.0 J7" - - - 21.5 37.6 59.7 .109.8 Q W el F
_ .._ ..__...._. J
42" 85.9 136.0 132.6 .150.0 150.0 150.0 150.0 42" 23.4 -50,1 36.2 73.3 102.5 135.8 150.0 42" - - - - 33.1 52.6 96.7
48" 50-5/8" 75.2 120.8 116.0 150.0 150.0 150.0 150.0 48" 84" 20.5 43.9 31.7 64.1 89.7 118.8 15000 48" 132' - - - - 29.0 46.1 84.6
54' 66.8 107.3 103,1" 150.0 150.0 150.0 150.0 54" - 39.0' 28.2 57.0 79.7 105.6 150.0 54" - - - - 25.7 40.9 75.2
60" 60.2 96.6 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 N
66" 54:7. 1 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 'o
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" - - - - - 30.7 56.4 :-1 n
19-1/8"' 143.8 150.0 150.0 150.0 . 150.0 150.0 150.0 19-1/8" 34.5 74.0 53.3 108.1 150.0 150.0 150.0 19-1/8" - 21.9 - 32.0 56.0 89.0 150.0
26-1/2' 103.8 150.0 150.0 150.0 150.0 150.0.,. 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 ' J NQ
. ...-- ._._._.. - _ _-...._ W J
30" 91.7 147.2 141.4 150.0 150.0 150.0 150.0 30" 22.0 47.2 34.0 68.9 109.9 145.6 150.0 30., - - - 20.4 35.7 56.8 104.3 M Li
37" 74.3' 119.3 114.7 150.0 150.0 150.0 150.0 37' - 38.2 27.5 55.9 89.1 118.0 150.0 37" - - - - 28.9 46.0 84.5 I U)Q
42" 65.5 105.1 101.0 150.0 150.0 150.0 150.0 42" - 33.7 24.3 49.2 78.5 104.0 150.0 42" - _ - _ - - _ 25.5 40.5 74.5 i0 n
46' 58' 57.3 92.0 .88.4 134.5 150.0 150.0 150.0 .48" 96" 29.5 21.2 43.1 60.7 91.0 150.0 48" 144' -y - - 22.3 35.5 65.2 Z M7
......_
__..._ Z
54' 50.9 81.8 78.6 119.5 ISD.O 150.0 150.0 54' - 26.2 - 38.3 61.0 80.9 148.6 54" - - - - - 31.5 57.9
- -- ---' z
60" 45.8 73.6 70.7 107.6 -150.0 150.0 150.0 60" - 23.6 - 34.4 54.9 72
_ .8 133.7 60" - = _ - - - 28.4 52.1 J Vi
66" 41-7 66.9 64.3 97.8 136.8 150.0 150.0 66' - 21.4 - 31.3 49.9 66.2 121.6 66" - - - - - 25.6 47.4 Q 04
N s w
72' 38.2 61.3 58.9 89.6 125-4 150.0 150.0 72' - - - 28.7 1 45.8 1 60.7 111.5 72" - - - 6 43.4 I W In F
- 1.9 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 24.2 51.9 37.4 75.9 132.7 150.0 150.0
-'-' - -' "--'-
ARCHES TO INSCRIBED HORIZONTAL I. LION
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 RECTANG SHAPE
7.7 124.8 119.9 150.0 150.0 160.0 150.0 30" - 33.1 23.9 48.4 84.6 115.0 150.0 1I
37" 63.0 101.2 93.2 147.9 150.0 150.0 150.0 37' - 26.9 - 39.2 "68.6 93.3 150.0 - GLAZING
-___.... _-.. .. o
42" 55-5 89. 85.6 130.3 150.0 150.0 150.0 42' - 23.7 - 34.6 60.4 82.2 150.0 ii'� PRODUCT
- 1.... .._ VERTICAL
48' 63' 48.6 78.0 74.9 114.0 150.0 150.0 150.0 48' 108" - 20.7 - 30.2, 52.9 71.9 132.1 1•1ULLION
54" 43.2 69.3 66.6 101.3 141.8" 150.0 150.0 54" - - 26.9 47.0 63.9 117.4 Z
-- ._ .___ .... C qq
60" 38.8 62.4 59.9 91.2 127.6 150.0 150.0 60" - - - 24.2 42.3 57.5 105.7 GLAZING GLAZING I
. ._.._.__.___.... _.. ........ ....................._--___ .PRODUCT PRODUCT g�
66" 35.3 56.7 54.5 82.9 116.0 150.0 150.0 66' - - 22.0 38.5 52.3 96.1 m 3
72" 32.4 52.0 49.9 76.0 106.3 140.8 150.0 72" - - - 20.2 35.3 47.9 88.1 GLAZING GLAZING
PRODUCT PRODUCT
ALL LOADS.ARE EXT.(+)/INT.(-). o"elelmig
NOTE; WI VI2 MULLION SPAN > ?Iollo
°u II
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED -
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED) Ea9r.3AVAD jo.Ij PRODUCTREVLsru �!
TYPICAL MULLION ARRANGEMENTS CML os mnplyingwith the Plodda
.. FIA PE 1 70592 Building Code !I
F___.-......-...._... Wt + W2 C.AN.3536 Acceplancc No14
ANCHORS TYPE 'D2; AND 'E; APPLICABLE TO -� JUL �X12U F'pnnllon Dale y l(}( II-
WIDTH (W) =
4", 5" AND 6' TUBE MULLIONS. 114 B J`= -
ANCHORS TYPE A, 'B', 'C, 'F AND 'G' APPLICABLE ) Ii A1/amiDudeProduclConlml drowing not
TO ALL TUBE MULLIONS. j MULLIONS J1 M04-04
heel 3 of 9 j
y
-DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 4,�
- WINDOW DIMS. ANCHORS TYPE ANCHORS TYPE. ANCHORS TYPE �!ao
VIIDTH (W)MULL,SPAN- A D. C D E.. P C WIDTH (1V) lAULL SPAN. A 11 C. D E F C• WIDTH.(W)MULL SPAN A. D. _C D E F G
19-1/8" 150.0 150.0 150.0 150.0. 150.0 •150.0 150.0 19-1/8" 101.0 150.0. 139.5 150.0 150.0 120.6 150.0 19-IX .62.5 125.0 86.3 150.0 150.0 74.6 149.2 Z jl
26-1/2" 141.0 150.0 150.0 150.0 _11 0.0 150.0 150.0 25-1/2" 72.9 145.6 100.7 150.0 1511.0 87.0 _ 150_0 26-1/2' 45.1 90.2 62.3 124.5 150.0 53.8 107,7 k Z
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
37" 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' 32.3 64.6 44.6 89.2 111:6 38.6 77.1
47." 89.0 150.0 122.9 150.0 150.0� 106.2 150.0 42" 46.0 92.0 63.5 . 127.0 150.0 42 28.5 56.9 39.3 78.6 98.3. 34.0 67.9
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 a0
54" 69.2 138.4 95.6 150.0 150.0 82.6 150.0 54" 35.8 71.5 _ 49.4 98.8 123.5 42.7 85.4 54' 22.1 44.3 30f32
1 76A 25.4 52.8 0 a
60" 62.3 124.6 86.1 150.0. 150.0 74.3_ 148.7 60" 32.2 64.4 44.5 88.9_ 111.2 38.4 76.9 60' _ _ _ 39.8 270 68.8 23.8 47.5 v G M
66" 56.6 113.3 78.2 150.0 150.0 67.6 135.2 66" 29.3 58.5 40.4 80.8 101.1 34.9 69.9 66' - 36.2 250 62.5 21.6 43.2 _ Q'. -
72 51.9 103.8 71.7 143.3 150.0 62.0 123.9 72" 26:B 53.7 37.1 74.1 92.7 32.0 64.0 72" = 33.2 228 57.3 - 39.6
19-1/e' 148.1 .150.0- 150.0 150.0 150.0 150.0 150.0 .19-1/8" 89.3 150.0 123.3 150.0 150.0 105.6 150.0 19-1/8" 56.8 113.6. 70 .0 150.0 67.8 135.6 � W�
26-1/2' 106.9 150.0 147.7 150.0 '150.0 127.6 150.0 26-1/2" 64.4 178.9 89.0. 150.0 150.0 76.9 150.0 26-1/2" 41.0 82.0 56 .2 141.6 48.9 97.9 4
_ - .- - -'- ---- _ 6.5zJO" 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 1J5.9 JO' 36.2 72.4 50 .0 125.1 43.2 86.5 Zu 2
37" 76.6 150.0. 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 .1 101.4 35.1 70.1 42" 67.5 .134.9 93.2 150.0 150.0 80.5 150.0 42" '40.7 81.36.2112.2 140.4 48.5 97,0 42" 25:9 51.7 354 89.4 30.9 61.848" 50-5 8' 59.0 118.0 81.5 150.0 150.0 70.4 140.9 98': 84" 35.6 71.1 49.1 98.2 122.9 42.5 84:9 48" 22.6 45.3 315 78.2 27.0 54.0
. / 50... 132"
54" 52.5 104.9 72.5 144.9 150.0 62.6 125.2 54" 31.6 63.2 43.7 87.3 109.2 37.7 75.5 54' 20.1 40.2 27.8 55.6 69.5 24,0 48.0
60" 47.2 9.q.4 65.2 130.4 150.0 56.4 112.7 60" 28.5 56.9- 39.3 78.6 98.3 34.0 67,9 60" - 36.2 25.0 50.0 62.5 21.6 43.2 1
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 61.6 66' - 32'.9 22.7 45.5 56.9 - 39.3 Z n
__......... ......._.. .._._._..._-_- ____..._.. ..... .- _ .. ,o
72" 39.3. 78.7 54.4 108.6 _135.9 47.0 93.9 72' - 23.7 47.4 32.8 65.5 81.9 28.3 56.6 72' 1 30.2 _ 20.8 41.7 52.1 - 36.0
19-I/B" 129.3 150.0• 150.0 150.0 150.0 150.0 150.0 19-1/8" 78.1 ,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 62.2 124.3 -1I
26-1/2" 93.3 150.0 128.9 .150.0 .150.0 111.4- 150.0 26-1/2" 56.4 112.8 77.9 150.0 150.0 67.3 134.6 26-I/2" 37.6 75.2• 51.9 . 103.8 129.8 44.9 89.7 U 4
.___._..-. __-._.I- ............. .. ._...__ .........,.. _ ._
�i
30" 82.4 150.0 113.9 150.0 ,150.0 98.4 150.0 30' 49.8 99.6 68.8 137.5 150.0 59.4 118.9 30" 33.2 66.4 45:9- 91.7 114.7 39.6 79.3 lil,J m
.-_ ...I _ ._._._..-.._
37" 66.8 133.7 92.3 150.0 150.0 79.0 150.0 37" 40.4 80.8 55.8 111.5 139.5 48.2 96.4 ,l7' 26.9 53.8 37.2 74.3 93.0 32.1 64.3 m "W
_-__._ _.... .._...__ ._
42' _58.9 117.8 81.3 150.0' 150.0 70.3 140.5 42" 35.6 71.1 49,1 98.2 122.9 42.5 84.9 42' -23.7 47,4 32.8 65.5 81.9 28.3 56.6
48" 58" 51.5 103.0 71.2 142.2 150.0 61.5 123.0 48" 96" 31.1 67..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- 49.50 n M
. M N
54" 45.8 91.6 63:3 126.4 150.0 54.7 109.3 54'- 27.7 55.3 38.2 .76.4 95.6 33.0 66.0 54' - 36.9_ 25.5 50:9 63.7 22.0 44.0
..._-- _...,. ... _..__, ._ 3 e
60' 41.2 .82.4 56.9 113.8 142.3- 49,2' 96.4 60" 24.9. 49.8 34.4 68.8 86.0 29.7 59.4 60" - 3J.2, 22.9 45.8 57.3 - 39.6 - ..
66" 37.5 74.9 51.8,. 103.4 129.4 44.7 89.4 66" 22.6 45.3 31.3 62.5 78.2 .27.0 54.0 66' - 30.2 20.8 .41.7 52.1 - 36.0 1 JI O n
72' 34.J, r94.9
47-4 94.6 118.6 41.0. 82.0 72' 20.8 41.5 28.7 57.3 71.7 24.8 49.5 72' - 27.7 - J8.2 47.8 - 33.0 `Q W N s W
19-1/8" 119.0 150.0 _150 0 150.0 142.1 150.0 19-1/8" 69.4 138.9 95.9 150.6 150.0 82.9 150.0 ANCHOR TYPES rHORIZONTAL MULLION 1 m
-A,6,C,D,E,
26-1/2" 85.9 118.7 150.0 150.0 102.5 150.0 26-1/2" 50.1 100.2 69.2 138.4 150.0 59.8 119.6
_._.._- _.......__.__ AT HEAD/SILL/JAI,IBS _ARCHES TO 8E INSCRIBED-
30" 75.9 104.8 150.0 150.0 90.6 150.0 30" 44.3 8B.5 61.2 122.2 150.0 52.8 105.7 ANCHOR TYPES I INSIDE RECTANGULAR SHAPE
37" 61.` 85.0 150.0 150.0 73.4 146.9 37" 35.9 71.8 49.6 99.1 124.0 M12.8 85.7 F&O
' AT JAMBS ONLY
64.7 129.4 42" 31.6 63.2 43.7 87.3 109.2 37.7 75.5
42" 54.2 74.9 149.7 150.0 GLAZING n
48" 6J' 47.4 65.5 131.0 150.0 56.6 113,2 48" 108' 27,7 55.3 38.2 76.4 95.6 33.0 66.0 i� I PRODUCT 3 $ol_.-. ---_..... _-.......... .__-.... VERTICAL < A �a'ul 'a
54" 42.2 84.3 58.2 116.4 145.6 50.3 100:6 54' 24.6 49.2 34.0 67.9 84.9 29.4 58.7 - AIULUON N o
__._..... _. _ _ Y 1 w
60" 37.9 75.9 52.4 104.8 131.0 45.3 .6 60" 22.1 44.3 30.6 61.1 76.4 26.4 52.8
Z ANCHOR;
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 GLAZING zd -DETAIL di
u o
._..[.90
._....__ Pft000CT PRODUCT N °'i i�rc z!�
72" 31.6 63.2 43.7 87.3 109.2 37.7 75.5 72' - 36.9 25.5 50.9 63.7 22.0 44.0 r^ 3
GLAZING GLAZING
PRODUCT PRODUCT
ALL LOADS ARE EXT.(+)/INT.(-). „oIo ql�
.o o.r SIN ois,
N TE: o.g os
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER WI Vr2 I MULLION SPAN
LOCATIONS AT HEAD, SILL OR JAMB ENDS. a e Dc,o is r ;
ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9.
AT HFAD/su/Ja.Ds
FOR l
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) TYPICAL MULLION ARRANGEMENTS Engr;JAVAO AHA4D PROD8 VISEU with the FlD
L �'I IIn
_ CMns complyiPlying dda
a I
FLA.PE Y 70592 Building Code
WIDTH (W) = 1Y1 + wz I C.A N.3538 Acccpinuce Not -Q FJ{ k II a j
2 .. I':z•irellnn Dn'7 «I 19 l
ANCHORS TYPE 'D' AND 'E' APPLICABLE TO JULl 1 �014 By,I ,< /9 '`J
4",- 5" AND 6" TUBE MULLIONS.
r`.1., bJi"I 1Dadc Pro acl'ColtltpF( !Drawing no.
ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE
TO ALL TUBE MULLIONS. . ANCHORS M04-04
sheet 4 of g
,
7
J
}
�A�
2 PER CLIP
1/4"
1 OIN•FACH�S'1 NG)CONS 1/4"DIA.PER1/4-DIA.ULMCONS ANGLE 4 PER CLIP(2 ON EAC."'NG) .1/4' O1A.2 ULTRACOPCR ANGLE --S I
._1
Ed. ( Ed, 2 1/4"MIN. l a
—"� TYP. z
• '!� I-I •3".MIN 3
• i�: TM i i 1;. 61La � j MN. ! ° ai� ,�.. I;I` ; 111 ° "• I t �I
0 p
I I a I I n. j I i I I S I I 11 0 1•i "a I
H II tt.-rr._ II II p o
N 11 tt rr. n n •tt o � I I
11-
I II II II II II II 11 C
ILJI FLOATING CUP I I I I ILJI FLOATING CLIP
IBY Ir�I SNUG FIT INSIDE MULL I II 2 X 2 X.I 1 BY' Ir'-'I SNUG FIT INSIDE IAULL J// II 11 2'X 2 X 1/8" 0 IL¢o
WOOD BUCK II I I I I I ALUA, N WOOD BUCK I I 11 I I I ALUM ANGLE 0 O�-
--------- I JI pta skis u I ------------- J Rta sAts o N
I , 1 1-3/4"O.C.MIN. I I I 1 I I 1-3/4"O.C.MIN. I I Q W;�+ �.
2 PER ANGLE I I I I 2 PER ANGLE I 1 LL Z In
in
1/4"DIA.ULTRACONS In I
2 PER CLIP 1 ON EACH WING 1/4"DIA.ULTRACONS r
( ) 1 PER ANGLE 1/4"DIA.ULTRACONS 1/4"DIA. ULTRACONS Z
Ed. 4 PER CUP(2 ON EACH WING) 2 PER ANGLE
' Ed. 1" MIN. J a m
I %jai a`� � /�,�'�'� ! � I i,� } n
rrrPi i' C f J /— <1
Jlt 7 DO '4;
ji
II Ii II I I 11 11 1? .I I I -Z Z
zeY ,i i1 f tt tt II II nrc:
1 II II II II II II -n
44000 BUCK ILJI FLOATING CLIP II I ILJI FLOATING CLIP I1 I J o
Ir-il .SNUG FIT INSIDE MULL II 2 % 2 % I B' 2 BY
OR II I I 11 I ALUM ANGLE WOOD BUCK II I SNUG FIT INSIDE MULL I I I I ALUM1/8
Q II W N a w
• WOOD 1 I ' Jt Ut
� I
-----------
STRUCTURE
J p14 SMS ---------------
I
------------- 1 i JI Aw skis u l ��JJ
I 1 1 1 1-3/4"O.C.MIN. I I I I I 1-3/4"O.C.M.N.
I I I 2 PER ANGLE I I I I I I 2 PER ANGLE
I 'A .. I I LL
! ANCHORS TYPE V t*5 �wig e
. i. Hio pla
T i
C N SIN
o., .o.^
j 1/4"DIA. ULTRACONS BY'ELCO' w pl' $'Bili
1 ULTRACONS MAY BE HEX OR FLAT HEAD �,u
ys( SUBSTRATE Ed, MIN. EDGE DIST.I MIN.EMBEDMENT
+ WOOD PRODUCTRIE tt
I`-`------ CONCRETE 2-1/2" 1-1/2° Engr:JAVAO AHI,IAO'
I I CML as complyitty wilh the Florida
T--------may- -•-l - WOOD = 2BY-WOOD BUCKS OR 14000 STRUCTURE S.G. = 0.55 MIN. FLA p 70592 Ifiiiding Code ` 1
CAN.PF 95}g Accc 4toce t.o I I
ALTERNATE CONCRETE _.Yc 3000 PSI MIN. q O Bs Nolion
ANCHOR LOCATION .JUL 2 i,2014
t 1 B
ALL CUPS AND.ANGLES 70 FIT SNUG INTO TUBE MULLIONS. t i/ Miy ms++ m&I to 11a drpwil
i CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED j C
WITH ALKALI RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR
ANCHORS TYPE 'A WATER-WHITE METHACRYLATE LACQUER. M04-04
-----�- ---........-----...- :.� `� 'sheet 5 -f 9
v
1/4'DIA:ULTRACONS 1/4'.DIA,ULTRACONS 1/4"DIA.ULTRACONS .'1'/4"DIA, ULTRACON$ �� ^�1J aol
.Ed. 2.PER CLIP (.1 ON EACH WING) I PER ANGLE .Ed. ••.4'PER CLIP(2 ON EACH WING) 2-PER ANGLE '� I
�F IZ- Q1q Izl
VV .. :. Typ..
1 �I
j1• II �\�� II I I I j ..1 �9 I Iia II _I I al I � �0 �j
tl'll ff: 0 Cj a
LJ FLOATING CLIP I I I I1 1 LJ 11 11 7 T`
SNUG FIT INSIDE MULL- I I I I 2 X 2% LE 1 1 11 11 11 2%2 X LE V 0 1+H
I I I 11 ALUM ANGLE 1 11 II ^ u U ALUM ANGLE 0'0 I"1 O
--------- #14 SMS -------------� O a¢¢ a
I I I I 1-3/4'O.C.MIN. 1 I I I I I FLOATING CLIP I I0 du t`
I I I 1 2 PER ANGLE I I I I I I SNUG FIT INSIDE MULL I I N fY
C, N
iy1asis awy c
I I I I I I 1 I I I .4 PER ANGLE I Z NT�1
I I I , I I I , I I jl i..P.l aWaiI�i
1�
p Ed. I n
11 l V)l
r- -------1 X I w 1_j m
1 ^
3
I/2"(2)�O ~ to b
IL"
..........
i Z _
u-N
v♦
v.
I J
cj—
I I Q
MIN. •''� I ..j1..._... W
to m
LOCATION OF SCREWS CONNECTING
Ed. ANGLES TO TUBES
1/4'DIA.ULTRACONS i
2 PER CLIP(1 ON EACH WING) I
0
ANCHORS TYPE
APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS1. 12i
I•�' j
i I
1 1 c a•;oj$�^ia
1 1 N aj« oil
of Wl olo
1/4"DIA. ULTRACONS BY'ELCO'
c:
1 1 ULTRACONS'MAY BE HEX OR FLAT HEAD
L---------J SUBSTRATE Ed. _ MIN. EDGE 01ST. MIN. EMBEDMENT Er. JAVAA AHA'AD 1'ItODUCT RGVISC:U
I CONCRETE 2-I/2" 1-1/2" 8°
,--. CIVIL as dvilh IIIc Plmille
•-.-i _ FLA
IPE/70582 D lil&S C°e
A. d!I n I
CONCRETE f'c•= 3000 PSI MIN.
C.A.N,3538 Acceptn.c.No
1 2.1�814BxPi.nlluu fhlc � 1I8 JUL- J
ALTERNATE 1—............._._.. i i,r1. Ry
ANCHOR LOCATION ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. �! ��'11 A11auJ Dade Pr uel Co ' dfovril
CLIPS OR ANGLES CONNECTED--0IRECTLY TO MASONRY TO BE PROTECTED ,cr, G,, I
i ng no.
WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR M04-04
ANCHORS TYPE 'C' WATER-WHITE•METHACRYLATE LACQUER. I
---- - —' 'J sheet 6 °f 9 1
Y
5/16-DIA. ULTRACONS 5/16•DIA. ULTRACONS ol
Ed. 4 PER CUP (2 ON EACH WING) 2 PER ANGLE \�
Li
•
It, IL
�.-------------1 �, ,� - = U U ALUM ANGLE � o'ppK Pl o
FLOATING CLIP 1 I Q a
I I I SNUG FIT INSIDE MULL I I Q dl
I 1 I 114 SMS 1 IIt
Q°. O N
I I I 4 PER ANGLE I I a w 3�+ 6
I I
j
I I I {b Z�'M
- I l 't I \W
l
I n 1
I I
N a
1 IZ �
J �k H
N �U
J OD
I I I I i W iJT-1/-��(2-) I`
I I I I m lil
I I O
I I
_J I _
�I0z
N
Z
I 7"
I I �
0
J o
Q �N¢ JJ
LOCATION OF SCREWS CONNECTING -�
ANGLES TO TUBES j
=I�
ANCHORS TYPE 'E'
- w.w ala
APPLICABLE FOR 4", 511 AND 611 TUBE MULLIONS y alb I'
v o mw old
rri�e��19
H
oi,J adlw
vC�u.o wll.
5/16"DIA.ULTRACONS BY'ELCO' 0
ULTRACONS MAY BE"HEX OR FIAT HEAD ^; n
SUBSTRATE Ed. -MIN: EDGE DIST. MIN. EMBEDMENT
" PIiODUCI'RTVISSD
Engr:4AVAD AHIJAO amylyingwiltherlaTda I i i
t
CONCRETE 2-1/2" CML coiI
FLA PE 1 70592 OIN Dllilding Code n
CONCRETE _ ('c =7000 PSI MIN. •.f��-A' 3�'E� ^fe,P1"1e0"aL••
8 C �.ycir.tut-Lhlla
BY v�r i=1 L•� L.J��
ALL CLIPnv adc Ptoduet Conti
1 I S AND ANGLES TO FIT SNUG INTO TUB �ytio
E MULLIONS. ! ;�c, rdrawing no.
CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED
WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR /�(' M04-04
,VIATER-WHITE METHACRYLATE LACQUER. .... 1
Isheat 7 of 9)
t
1/4"DIA.'ULTRACONS I/4"DIA. ULTRACONS .1/4"CIA.ULTRACONS I/4"DIA..ULTRACONS i\���Jiol
Ed. 2 PER CLIP(1 ON EACH 1 PER'ANGLE Ed. 2 1/4"MIN. 4 PER CLIP (2 ON EACH WING) '2 PER ANGLE Id
14
v � // (I/ nP. �C i3l
/ O o
7� �o
II II 1Y 711-
rt
1 I I.
I I II 11 I 11 - III I V� a '
ILJ( FLOATING CLIP II I I I Il_JI FLOATING CLIP II I I o
SNUG FIT INSIDE MULL 11 II 2%2 X i/B" 1��1 SNUG FR INSIDE HULL /II I I 2%2 X 7/B" O
II 11 11 11 ALUM ANGLE II 1I J/ 11 11 ALUM ANGLE O M
l J #14 SMS u u i ---------- L J yla sMs o a a
I I i I I-3/4"O.C.AIIN, I I I I I I 1-3/4"O.C.MIN. I I Q +01 r-
I I 1 I 2 PER ANGLE I I I I I I , I 2 PER ANGLE Q ,$
1Ji LJ i — 1...1,E Q 3 4' 6 I
I LLiN— gG
(A
ZI
101
_J 1 a N
J � n
W J I`
07 l
M.N
Z Z J
0
---------- 1 Q N C4 Q j
LoWIn
ALTERNATE
ANCHOR LOCATION
I '
ANCHORS TYPE 'F' i ANCHORS TYPE G °j
AT JAMBS ONLY AT JAMBS ONLY
1
4,
1/4"DIA. ULTRACONS BY'ELCO'
ULTRACONS MAYBE HEX OR FLAT HEAD c
SUBSTRATE Ed. _'MIN'. EDGE DIST. MIN.EMBEDMENT
MASONRY 2=1/2" 1-1/4"
Eng.:JA`6AD AH100 PRODUCT REVISGU
MASONRY = C-90 HOLLOW/FILLED BLOCK Pm = 2000 PSI MIN. LMl us complydllg with Blafi01i6x7 i 1 ro 33
FLA.PEP.70592 n
OaNding Code I,
C.A.N.35JId s
•\CL'eptw"IAoj
A PS AND ANGLES TO FR SNUG.INTO TUBE MULLIONS. Crpirullon DAlo 9 4
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED JllC 1 2U14 J � U
WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR i "11Y .
WATER-WHITE METHACRYLATE LACQUER. I !',v M(4iomiAJalk Product Conlial` drawing 00.
t., - w J M04-04
sheet 8 Of 9�
w
914 SMS �I
—J
SEE'CNART FOR QUANTITIES 'TUBE MULLION
. _______ 0I
�0.
0
-------(`�--------� ANCIIOR I NO.OF m
+• CHART„ SCREWS Q.
TYPE A
Q10 FH SMS ! TYPE B i3
2/SIDE /j' `TYPE C 2
1/8"THICK ALUM CHANNEL 'I I TYPE D�, C)0 ei
LENGTH TO FIT SNUG- i I TYPE E 4 I a
INTO MULLION I I TUBE MULLION Q y Q Q g
O_
0.
_
TUBES MAY BE NOTCHED Q W 3 F
AS SHOWN TO ALLOY!INSTALLATION -- IL 2 -
OF CLIP ANGLE
CAULK JOINT AFTER ASSEMBLY j i Q W tr f F
fl14 FH SMS I I lu
1-1/2"O.C.MIN.
ACCESS HOLE SEE CHART I
FOR QUANTITIES
iz
e
1 0
i -•
i iJ zu, M
:w _j m
J
W
11 — EI
THIS SCREW CAN BE I T I I 1 3 N n
INSTALLED IN EITHER I 910 FH SMS !I, j p M v
DIRECTION I 2 PER CLIP I I Z
i i I"D.C.MIN. Ii I Z�vl
LSI I _ I
aJi�;Cq
IL c141-3/4"X 2"X 1/8"(FOR 2BY TUBE)
3/4"X 2"X 1/8"FOR(1 BY TUBE)/
ALUM ANGLE
CUT TO FIT SNUG INSIDE TUBE
ANCHORS DETAIL N1
METAL TO METAL CONNECTION 21 '�
#14 SMS/TEKS
SUBSTRATE jEd. = MIN. EDGE DIST.MIN.CL TO CL SPACING u m a N
METAL 5/8"
N I^I�I�io p
METAL 1/8"MIN.THK..STEEL Fy = 36 KSI MIN. a u'ou
1/8" MIN.THK.ALUMINUM (6063-T5 MIN.)
+ I� 1
Eng,:JAVAD AHAUD PRODUCT'RGVISED ,a I 3 II
CML uscoa,,Iying with the Florida j
• FLA.PE)f 70592 BuilJing Code I g I n
C.A.N.3538 Acc<plmicc Nn ) a"
Bx imlion TMtc d �
JUL 21,:2014
`.� h11an>JDadcProduct'Con4r01� drawing no.
LLJJ//
?t,l, M04-04 I
j sheet 9 67