HomeMy WebLinkAboutProduct Approval (2) M IAM I•DADE MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA www.miamidadl.gov/economy
CGI Windows and Doors,Inc.
10100 NW 25'h Street
Miami.FL 33172
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(AHD).
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 AHJJ(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series Clipped,Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, Extruded Aluminum Tube
Mullion—L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision H dated 01/16/18,
prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, 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.
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 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# 15-0420.08 and consists of this page 1 and evidence pages E-1,E-2
and E-3,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.18-0129.08
MIAMI•DADE COUNTY Expiration Date: March 28,2023
Approval Date:March 29.2018
311�p11 Page 1
CGI Windows and Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 95-0929.39)
2. Drawing No. M95-13A,titled Series"Mullion Elevations and Details", sheets 1, 2, 3,
4,4.1 and 5 of 5, dated 11/25/95,with revision G dated 07/27/15,prepared by Al-
Farooq Corporation, signed, sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94
2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4) Small Missile Impact Test per FBC,TAS 201-94
5)Large Missile Impact Test per FBC,TAS 201-94
along with marked-up drawings and installation diagram of casement windows mulled
using a 1"x 2"x 1/8" aluminum tube mullion,prepared by Hurricane Testing Lab, Inc.,
Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2,
signed and sealed by Vinu J.Abraham,P.E.
(Submitted under NOA No. 08-0331.07)
2. Test reports on: 1) Large Missile Impact Test,Loading per SFBC,PA 201-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Hurricane Test Laboratory,Inc. Test Report No.
HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall,P.E.
(Submitted under NOA No. 95-0929.39)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC,PA 202-94
along with marked-up drawings and installation diagram of fixed windows mulled
using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering &
Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by
Hector M. Medina,P.E.
(Submitted under NOA No. 95-0929.39)
I
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FSC 51h
Edition (2014), dated 04/13/15 and 07/25/15,prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
2. Glazing complies with ASTM E1300-09
Manuef Pere7/,,P .
Product Control Exai r
NOA No.18-012 .08
Expiration Date: March 28,2023
Approval Date:March 29.2018
E-1
f
CGI Windows and Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no
financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1
and 2,issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by
Vinu J.Abraham,P.E.
(Submitted under NOA No. 08-0331.07)
3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by
Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S.
Marshall,P.E.
(Submitted under NOA No. 95-0929.39)
4.' Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane
Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina,
P.E.
(Submitted under OA No. 95-0929.39)
G. OTHERS
1. Notice of.Acceptance No. 12-1220.15,issued to CGI Windows&Doors for their
Series"Clipped"Aluminum Tube Mullion—L.M.I., approved on 02/28/13 and j
expiring on 03/28/18. j
I
I
I
W.O-
Manuel 196rez,r.E.
Product ContrAgganfiner
NOA No.18-0129.08
Expiration Date: March 28,2023
Approval Date:March 29.2018
E-2
. 1
i
CGI Windows and Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. M95-13A, titled Series Clipped,Extruded Aluminum Tube Mullion—
L.M.I.", sheets 1,2, 3, 3.1,4,4.1 and 5 of 5, dated 11/25/95,with revision H dated
01/16/18,prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad,P.E.
B. TESTS
1. None
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017), dated 10/04/17,prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance,complying with,FBC 5th Edition (2014),with FBC 6"
Edition (2017),and of no financial interest,dated October 4,2017,issued by Al-Farooq
Corporation,signed and sealed by Javad Ahmad,P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0420.08,issued to CGI Windows &Doors for their
Series"Clipped"Aluminum Tube Mullion—L.M.I., approved on 08/13/15 and
expiring on 03/28/18.
i
i
J
Manuele e
Pz,P .
Product Control a er
NOA No.18- 29.08
Expiration Date: March 28,2023
Approval Date:March 29.2018
E-3
.250-TP.
HOLE
I � .125 Z m z
d25 2.000 0
2kkF q
4.000 TYPICAL f'2 Z� g I
GLAZING PRODUCT
.000 3, O O o
IL !-2.aoo—! J.
'yAN.
1.000 L
FF�
Ix 332 IN\4 Co.
. _ O U y r {
Sx = .332 IN\3 CLIP ANGLE b/N o° m
6063-T6
1X2 MULLION a
6063-T6 p-2.000 6.000
r,125 I Q z i
I3
�
1,000 125 2,000 3.000 .000 J
^- to I
I --{� Z I o
I I aW210
3' 3'
125 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS F
F
4.000 'W' DIMENSION n s
3. ,125 HORIZONTAL OR VERTICAL c
MULLION 'W' - IN. '" 3
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
2' 1.688 F N I
3' 2.688 F.. '
MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. O ,l J v
4' 3.688 AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED O
L I-
6' 5.688 IMPACT AND NON-IMPACT RESISTANT PRODUCTS. S .O N
c c L
Is = .ssoz IN\a RECTANGULAR ALUMINUM TUBE MULLIONS
sa = .6335 IN\7 Ix = 2.9762 Iry\a I USING MULLION PROPERTIES ONLYn N €
SK= 1.4881 IN\7 ,715 NOTES: Cl
Cl
1X3 MULLION r THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE a C Z n f
6063-T6 2X4 MULLION REQUIREMENTS OF THE 2017(6TH EDITION)FLORIDA BUILDING CODE O _
6063-T6 INCLUDING HIGH VELOCITY HURRICANE ZONE HVHZ. _01..
ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE °� �¢G
1,875 .125 APPUCABLE BUILDING CODE REQUIREMENTS I.E.'WIND LOAD, WATER U O F
2,000--j 125 INFILTRATION,FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. 0 ;
1 B OR 2BY WOOD BUCKS&BUCK FASTENERS SY OTHERS, MUST BE t
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
4.000 -I ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS f
AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE
1.000 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
C7.125 MULLION CLIP FOR 1BY TUBES A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ° S g o [
CGI-383 ALL SHIMS TO BE HIGH IMPACT,NON-METAWC AND NON-COMPRESSIBLE C 6
6063-T6 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT H k ?
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
.125 REQUIREMENTS OF THE 2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS.
6,000 1700 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT,i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY c
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR o 0
4.000 '125 WATER INFILTRATION RESISTANCE ETC. a �'
INSTRUCTIONS: CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
USE CHARTS AND GRAPHS AS FOLLOWS. AND TO BE REVIEWED BY BUILDING OFFICIAL. 2
2.000 711111111//
.125 STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 \V71�1•� /�yI.O /AZi� n
FOR PARTICULAR OPENING. PRODUCT RBVISFLI ��� ��h"•••. �i�i N t
STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING --W1Ying with LAe F6orida
ABOVE LOAD REQUIREMENTS. Boilmog Code
Lu I I-
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCE AOO�pm°CO
4.000
APPROVAL
M-
Ix = 2.0374 IN\4 USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH 6y -"D .•/ 2��8;�� v
Sx 1.0187 IN\3 Ix = 8.2757 IN\4 S DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Miarni sde Pro&IC
Sx = 2.7586 IN\3 IN STEP 1 ABOVE T OF ((/� drawing no.
MULLION CLIP FOR 28Y TUBES USING ANCHOR TYPES ON SHEETS 4&5,AND ANCHOR GRAPHS % 1 :•C9\��` M95—13A
1X4 MULLION 2X6 MULLION CGI-395 STEP ONSHEEETS THE 3.1, SELCTAANCHOR
ADS HO Tt N SNP DES
SIIGBN RATING
6063-T6
6063-T6 6063-T6 ///TIII1111777 6heei 1 Of$
1 X 2 X 1/8" MULLION 1 X 3 X 1/8° MULLION 1 X 4 X 1/8" MULLION VA f
130 130 130 �4" N
120 120 120 MON
38-/8' C)
GLAZING GLAZING a F�+ = E
110 110 110 PRODUCT PRODUCT rn Q 00,
a I
56' S0-5/'MULL S AN O 0 0p
N f
100 100 100 I�W )f
4 38-3 'MULL AN 4 63' W1 W2 IM
3' {I
IL 90 a 90 a 90 a G
I I 50-5/8'MULL SP I m as m
ARCHES TO BE INSCRIBED C 6 O D
p BO p 80 p 80 INSIDE RECTANGULAR SHAPE U,0)G `
J 56' J /' w 7 Ei
t9 74-1 HORIZONTAL MULLION
w N n
W 0:-- w 70 L3 70 J 0� tt
J t
w ami f
%GLAZING
60 60 60 PRODUCT 3 O
84' a
C N f
50 50 50
s0-5/8' 74 1/4' 96 a C n
40L6S
6• 40 40 GLAZING GLAZING
PRODUCT PRODUCT O~ i
N. 108' O all
0 W
30 30 30 � .O V)
25 35 45 55 65 75 85 25 35 45 55 65 75 85 25 35 45 55 65 75 85 I MULLION SPAN 8 C
TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH-INCHES TRIBUTARY WIDTH- INCHES O N c
N(N
O
2 X 4 X 1/8° MULLION 2 X 6 X 1/8" MULLION9 3
130 130 TYPICAL MULLION ARRANGEMENTS a c z
so-5/s' WIDTH (W) = W7 +w2 C)
120 120 2 U o �{
74-1 4' n
56' 0
110 110
63'
100 700
-1/4 MULLS 4 g w w W r
a 90 a 90 Q
_
I I 96'MU 1 ON I
80 80
0
84' vg i o i a 1 0
NOTEO
70 N 7o MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED o o m 4
120' VERTICALLY OR HORIZONTALLY. 2 o a o I
(INTERPOLATION BETWEEN WIDTHS ALLOWED) 8 0.
so so w
96' 132' ``\``L711111111/T7j''''
50 50
PRODUCT REVISED 92
40 40 as—.Aybmg with the Fbmib _
Oui1dmg CoBe -�: o 'e
,zo• 2(Ii�1B-o/29,og - JaN ��
L::IL :�] o
30 132' 30 NO° -� OF ({/�� drawing no. j
25 35 45 55 65 75 85 25 35 45 55 65 75 85 By 'i�jL+s••... ,LO�•'•�, M95-13A 1
TRIBUTARY WIDTH-INCHES TRIBUTARY WIDTH -INCHES MULLIONS A4in1f° eU..ProduclC �Z/Z��o LA�L���\ sheet
2of5
r.
130. 2 ANCHORS TYPE 'A' 130 2 ANCHORS TYPE 'B' 130 2 ANCHORS TYPE 'BH' ANCHORS V
��
JB 3/8' UWON PAN >:
Of
120 U 120 120 ypm Z m n Z
MULLION Zo Q q w
110 110 110 3a �f 2 t°v 7,
50-5 GLAZING GLAZING Q
50-5 / PRODUCT PRODUCT O p`o
100 100 100
O0"
5 .
L� � 5 � 1 '
a 90 a 90 a 90 CLIP Q N n
ANCHORS 0 Z,
I I 63 I Wt W2 a Op
0
C) 6' a80 ¢ 80 Qac
o O O HORIZONTAL MULLION C W
74- 38 3/8' UWON PAN Q ru F, d
70 z 70 70 CUP ANCHORS ARCHES TO BE INSCRIBED W Z pJ N
N rn N INSIDE RECTANCUTAR SHAPE Q ly A LL 6
V):o
0 8 0 60 84 o J 0(D `✓
60 60 %-GLAZING Z VI g
g ' 96 50 5 PRODUCT 3 Q w T F
O i
50 a
1
50 ; t 50 6 ANCHOR
ETA1L Ot � n
40 40 t 40 74 7-' --
0
CGLAZING
3 3030 PRODUCT CHORS a N i
25 35 45 55 65 75 85 25 35 45 55 65 75 85 25 35 45 55 65 75 B5 E O Ci
TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES Ir MUWON SPAN •E
2 ANCHORS TYPE 'BF' 2 ANCHORS TYPE 'C' d o��
� t3o 130-. TYPICAL MULLION ARRANGEMENTS z 3 N� � €
O
I
-j`I 120 120 38-/8'Mu ONS WIDTH (W) = 2 3 0 M
off..
110 110 V o�
5 5/8' ANCHORS 'A' y
j. 0
100 100 APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
38- /8' MULLION SPkN 4 56 OR THRU 1BY WOOD BUCKS INTO CONCRETE
L 9p a 90 ANCHORS 'B'
3
I I APPLICABLE TO ANCHORS INTO CONCRETE
0 80 0 80-. 74- 4' ANCHORS 'BH' o 6 0
50- APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS B `
Z 70 70 OR THRU 1BY WOOD BUCKS INTO BLOCKS o ffi 3 6
1
0 5 0 84 ANCHORS 'BF' ' '
60 B6 APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS s
60 t0. OR THRU 1BY WOOD BUCKS INTO BLOCKS
c o
74 80 ANCHORS 'C' m o
50 APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES '^
1 '
�
40 40 t11t1111111/1j I
_ 'ice � ,e
30 30 V 8F 1'• i f
25 35 45 55 65 75 85 j
25 35 45 55 65 75 85 PRODUCT REVISED � ,• D
TRIBUTARY WIDTH — INCHES TRIBUTARY WIDTH — INCHES as..ptymgwblaWepLmda
Buildmg Code
NOTE: ANCHOR LOAD CHARTS A�ply°eeN°!B"or29.o8
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER E�ft % (y'; drawing no. f
LOCATIONS AT HEAD, SILL OR JAMB ENDS. By R 101.• e��
FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. 2 ANCHORS AT MULLION ENDS "''""' ` Prod C ' ,SS�o���IG�G�` M95-13A
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 3 of 5
Lip
130, 4 ANCHORS TYPE 'A' 130 4 ANCHORS TYPE 'B' 130 4 ANCHORS TYPE 'BH' ANCHORS U
2":\\ 120 120VERTICALZ n Z
63" 50-5 8" 38-/8" MULLIONz Q n w 3
110 74- 4" 1100 H
110 GLAZING GLAZING 3 ti 2
AN 58" PRODUCT PRODUCT �.O O\"..O
100 98 too 100 d �t{uyu
N 10' N 84" N 50-5 8 MU SPAN O C
a 90 °' 90 a 90 P �1 y r
I I 74 1/' I HORS Lr�L
p 1 • p 6. 5 W7 �LWM�2' aOCl�j
Qo 80 1 Qo 80
J J o 80 cr
z z OB 63 HORIZONTAL MU
LLIONQ dl
w Mn 70 70 12 70 CUP ANCHORS ARCHES TO BE INSCRIBED �`C Z O
p p wo 74- INSIDE RECTANGULAR SHAPE LLZ to 5
O
60 60 13"! 0 PAN
JZOZO<_
60 84 PRODUCT ��� 3 Q W f
O
50 50 50
ANCHOR
m
10" �ETaL 11 tO
40 40 40 3 = C n
GLAZING GLAZING
PRODUCT PRODUCT CUP a Vi
30 30 30 ANCHORS ~ 0
25 35 45 55 65 75 85 25 35 45 55 65 75 85 25 35 45 55 65 75 85 E O l,1
TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES �^ MULLION SPANze
v U,4 ANCHORS TYPE 'BF' 4 ANCHORS TYPE 'C' N
o
c
130 130
TYPICAL MULLION ARRANGEMENTS N�
50 5/8' 3 C-4 M
O M
120 1206. WIDTH (W) = W7 +W2 C Z�
2 a
110 110 6 " O g
100 B-3/8100ANCHORS O
4 1/4 APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
D) n1 OR THRU 1BY WOOD BUCKS INTO CONCRETE
a90 50-/8" 1 90 . 84 ANCHORS 'B'
APPLICABLE TO ANCHORS INTO CONCRETE
0 80 0 80 ,OB !
J ANCHORS 'BH' o I
0
63 u 120 APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS
70 cn w 70 t3 M AN OR THRU 1BY WOOD BUCKS INTO BLOCKS u a
o p
74-1 ANCHORS 'BF'
60 96 60 APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS i
84
OR THRU 1BY WOOD BUCKS INTO BLOCKS
50 10 50 ANCHORS 'C' °
' I. L S APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES m c
40 40 `_t1tt 111111/i��r
\\\\\Y�® AH, A7AZ i
''7•�V�i '1 !
30 30 : )�•'�yCP1dS\c'•• i n
25 35 45 55 65 75 85 25 35 45 55 65 75 85
TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES PRODUCT REVISED o 705
m complying with the Fkrida
Building Code
NOTE: nccepLnom w) .0g � = „)!�
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ANCHOR LOAD CHARTS iration Dale 1D73 : � O f
LOCATIONS AT HEAD, SILL OR JAMB ENDS. T oP lU� drawing no.
By o oP.• ��.` M95-13A 4
FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. m'_a ' _.P__'
4 ANCHORS AT MULLION ENDS �oR1A1.�\\\
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) �rrittl111,111 Shee13.1of 5
' F
° 1/4'0 ULTRACON �u
1/ANGLE °do1/4'0 ULTRACON NbTCtf VBBD BUCK m g
.TO ACCOMODATE
2%2% 1/8' 9 2 X 2 X 1 B' 2/ANGLE •CLIP,ANGLE TO MASONRY Z n m zo
ALUM ANGLE ALty
UM ANGLE 4 G
r n W
111
14 S.M.S. 8 14 S.M.S. _ 2 ALUM%ANGLE ~ Z�N
4ANGLE 2/ANGLE p v F
,d. X14 S.M.S.
3/ANGLE d N
_ __C___ __ Z ---- ___ __ 1 4"0 UELTRACON G-41 cy
MULLION Q w
LL.w U)
a
MULLION '°, J Z-u, oL
CQNCRETE OR Q W m S
MASONRY BLOCKS 0
10Y OR 2BY 1BY OR 2BY
-MULLION W000 BUCK WOOD BUCK N
MULLION
2X 2X 1/8' 2 X 2 X 1/8' ° C
ALUM AN ALUM ANGLE 2%2 X 1/8' — '^
2-5/8"LONG 2-5/8'LONG MULLION ALUM ANGLE a
d 3-5/8'LONG
-- ------
-- �' _______ e. .°a t0 W
O
a c -__i_______ .E 4
i v O 2
nLoO �.. MAX.
2 SCREWS PER SIDE,REQUIRED FOR 3" TUBE MULLIONS
CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL 1.500 °' Y
2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS MAX.
CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2"TUBE MULL °`x
o g K
MUWGN i 3 SCREWS PER SIDE REQUIRED FOR d S
4' & 6" TUBE MULLIONS {
2 X 2 X 1/8' I I
ALUM ANGLE I I [-2
14 S.M.S. m_ ____________ 1 2/ANGLE 2'MIN. 0.w w cf x p
c
II I� NOTCH ANGLES TO 111
o I� II OR RIMM BLE SILL `\ %11..1
I� II � ��;: CENS�•' �i i4 �
I �
...° Qr
PRODUCT REVISED = .7 92
w cwvlyiwB with"Raids - •�7 0 V
.:::.::::�.::':. Building Code = I
-4
'. ��eP��n 1�t " si.a8 = 2 3 20.� o
"PRECAST CONC.° d '8 I ° 1i°riO�' �..r.,,y :®••.. TA OP •�((Y` drawing
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SEE SHEET 1 FOR APPLICABLE MULUON CUP TO
1 B OR 2BY TUBE MULLIONS H !m
Ir 1 AND FOR FABRICATION OPTIONS OF MULUON CUPS •> e j
---------------,1 ` o 0
1 1 O 1
II II NOTCH CUPS TO 11111111,
II 11 MISS MARBLE SILL \\\ /j/ • p
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PRODUCT
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drawing no.
°PRECAST CONC.° 8
° 1/4'DIA.ULTRACON �C9. �M95-13A
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WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM O G vi 2
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
ACCESS HOLE a M o
2 OR 4 ANCHORS TYPE'C' METAL O a O< S
STRUCTURE
TYPICAL ANCHORS: SEE ELEV.FOR SPACING SEE SHEER 3&3.1 OR O 0 fy
FOR CAPACITY TUBE MULLION Q:M i a {
TYPE 'A'-11/4* DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy=155 KSI) Q u�z 6
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ------------ ------------- LL?o Is
1-1/2" MIN. PENETRATION INTO WOOD a m E
THRU 1BY BUCKS INTO CONCRETE 0
1-1/4" MIN. EMBED INTO CONCRETE ______________ _____________ f
TYPE 'B'-1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,FY-155 KSI) i i ti i
n
DIRECTLY INTO CONCRETE
1-1/2" MIN. EMBED INTO CONCRETE THIS SCREW CAN13E @tax 3/a FH ss ui }
INSTALLED IN EITHER I 1 PER CUP AT 1X2& 1X3 MUWON i'— 0
TYPE 'BH'—1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fy=155 KSI) DIRECTION Qjp I 2 PER CUP AT LARGER MULLIONSuj
DIRECTLY INTO HOLLOW BLOCKS W I v N s
1-1/4" MIN. EMBED INTO BLOCKS I MUWON a o=
THRU 1BY BUCKS INTO BLOCKS 1/8'THICK ALUM CHANNEL i i 1BY OR 2BY TUBES v -� e S
1-1/4" MIN. EMBED INTO BLOCKS LENGTH TO FR SNUG I 2 01 N M
INTO MUWON I I �zf �+ M
TYPE 'BF'- 1L4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fy=155 KSI) I I a c z J
DIRECTLY INTO FILLED BLOCKS p o f
1-3/4" MIN. EMBED INTO BLOCKS ¢ 6
THRU 1BY BUCKS INTO BLOCKS ANCHORS DETAIL #1
1-1/4" MIN. EMBED INTO BLOCKS METAL TO METAL CONNECTION 0
6
s
TYPE 'C'- #14 SMS OR SELF-DRILLING SCREWS (GRADE 2 CRS) C
INTO METAL STRUCTURES
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 8 122
ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 2 g= E
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - 6
U
TYPICAL EDGE DISTANCE °'
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN. ri i
INTO METAL STRUCTURE = 1/2" MIN. a
0 0
WOOD AT HEAD, SILL OR JAMBS SG m 0.55 MIN. d °
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. c c
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN.
'Y;•• oPnlo
PRODUCTREVISFID 70592 a
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Building Code
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