HomeMy WebLinkAboutProduct Approval (2) 4 M IAM I•DADE
MIAMI-DADS COUNTY
Q 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 NOA www.miamidade.gov/economy
CGI Windows and Doors,Inc.
10100 NW 25"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(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: 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, scaled 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.
t
NOA No. 18-0129.08
=MIAM[re couNTY Expiration Date: March 28,2023
Approval Date:March 29.2018 j
Pagel
i
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 At-
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)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 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 Pere ,P .
Product Control Exa i r
NOA N6. 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
I. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL.CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 511 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
expiring on 03/28/18.
Manuel rez,P.E.
Product ControUx4idiner
NOA No. 18-0129.08
Expiration Date: March 28,2023
Approval Date:March 29.2018
E-2
i
CGI Windows and Doors,Inc.
r
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 611
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.
Manuel Pe ez,P E.
Product Control a er
NOA No.18- 29.08
Expiration Date: March 28,2023
Approval Date:March 29.2018
E-3 t
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h•-1.000-^I .250• OLE
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2.000 ! Z "�n
4.000 TYPICAL Q 2 N
IIL 3• GLAZING PRODUCT
3• 3' 0 w
N
1.000
Ix = .332 IN\a 60. Q M
Sx .332 IN\3 :3
CLIP ANGLE biN V c'ui
6063-T6 a KK p
1X2 MULLION 1s H 0 a o o
6063-T6 0
I^---2.000—�{� WOO 0
125 6.000 Q w u
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II I Qwamif
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125 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
3.000125 a.000 w DIMENSION HORIZONTAL OR VERTICAL c
MULLION 'W' - IN. - -
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
2• 1.688 a c
3' 2.688 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. E O�. 1
4' 3.688 AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED I
6• 5.688 IMPACT AND NON-IMPACT RESISTANT PRODUCTS. E f
c
Ix = .ssoz m\4 RECTANGULAR ALUMINUM TUBE MULLIONS o=w o
Sx = .6335 IN\J r rn
Ix = IN\a USING MULLION PROPERTIES ONLY
1.4881 z rn"'•-
S%= 1.4881 IN\J 0
ns NOTES: o
3
1X3 MULLION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
6063-T6 2X4 MULLION REQUIREMENTS OF THE 2017(6TH EDITION)FLORIDA BUILDING CODE
6063-T6 INCLUDING HIGH VELOCITY HURRICANE ZONE HVHZ. _o
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE CD p Q w t
1.875 •125 APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD. WATER
2.000 �125 I INFILTRATION, FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. 0 P
IL 1BY OR 2BY WOOD BUCKS &BUCK FASTENERS BY OTHERS,MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS t
TO THE BUILDING STRUCTURE i
ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS
4.00o—moi AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE I
I
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.^-1.000�{ r 125 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 2
MULLION CLIP FOR 1 BY TUBES o o
IJ.
CGI-383 ALL SHIMS TO BE HIGH IMPACT,NON-METALLIC AND NON-COMPRESSIBLE.
6063-T6 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT v o a a Zi a i
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL SHALL METHE
REQUIREMENTS OF THE 2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS. L
•125 6.000
1.700--1THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT,i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY 6
4.000
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR i
Hop r
•125 INSTRUCTIONS• WATER INFILTRATION RESISTANCE ETC. ^o
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, U-1
>
USE CHARTS AND GRAPHS AS FOLLOWS. AND TO BE REVIEWED BY BUILDING OFFICIAL. -
2.000 ,125 111111111/Ir O
STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 X11
FORPARTICULAR OPENING. PRODUCT REVISED '5-0 �� •t
STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ��Nydg with the pLp a 1 ASF •`� % g
ABOVE LOAD REQUIREMENTS. Building Coda ! 1
STEP 3 LIU LUSE CONNECT ON TO MULLION AS PER PRODUCT AON��ra�8�! 08 70 2
4.000 APPROVAL kation Dwe - o a a
Ix 2.0374 IN\4 USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH By
-- - Sx = 1.0187 IN\3 - Ix = 8.2757 IN\4 - - STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
\ MlYlll ade Product C
Sx = 2.7586 IN\3 IN STEP 1 ABOVE. - T OF drawing no.
MULLION CLIP FOR 2BY TUBES USING ANCHOR TYPES ON SHEETS 4&5•AND ANCHOR GRAPHS
1X4 MULLION 2X6 MULLION CGI_ 96 STEP 5 ON SHEET 3&3.1, SELECT ANCHOR TYPE WITH DESIGN RATING 'i-S •• �1��� M95-13A
6063-T6 6063-T6 6063376 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 'PYA/�®1
I
I X 2 X 1/8° MULLION 1 X 3 X 1/8" MULLION 1 X 4 X 1/8" MULLION U
130 130 130-
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30
VERTICAL
120 12020MULLIONZ O� mm j
GLAZING GLAZING 3 2
110 110 110 PRODUCT IN rn Z a
56' 50-5/'MULL S AN p v
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100 100 100 IL G
4 38-3 'MULL E PAN 4 63• O N
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60 60 60 PRODUCT
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56' N n
40 40 GLAZING GLAZING
PRODUCT PRODUCT 0 n
3'
84• 10 O
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30 30 30 E i
25 35 45 55 65 75 65 25 .35 45 55 65 75 85 25 35 45 55 65 75 85 MULLION SPAN I a
TRIBUTARY WIDTH-INCHES TRIBUTARY WIDTH-INCHES TRIBUTARY WIDTH - INCHES 1
0 H 04 o i
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2 X 4 X 1/8"
MULLION 2 X 6 X 1/8" MULLION 3 N V)
130 130 TYPICAL MULLION ARRANGEMENTS a z }
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120 WIDTH
120 . ( ) 2 (9 ¢
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NOTE; t
w 70 .7 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED o
VERTICALLY OR HORIZONTALLY. -
1zo' 2 _
60 60 (INTERPOLATION BETWEEN WIDTHS ALLOWED) o W {
96° 132' %J1111111,A2 0
50 10 50 ®
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120• Building Code
JAN 201
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30 30 rion Dmc OF •419 dr°wlono.
25 35 45 55 65 75 85 25 35 45 55 65 75 85 1VIULLIONS A11ami edeProduclC ��SS• • .��9`a`� M95-13A
TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES i� /Q
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30 30 30 PRODUCT PRODUCT ANCHORS
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2 ANCHORS TYPE 'BF' 2 ANCHORS TYPE 'C' °'N p
130 130TYPICAL MULLION ARRANGEMENTS %to
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3 M t
120 O a
120 W1 +W2 a C - 1°
38-/8'MU UON S WIDTH (W) = 2 _ z
110 110 U
55/8' ANCHORS 'A' to U
100 100 APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
\38-5/8- MU ON SP 4 OR THRU 18Y WOOD BUCKS INTO CONCRETE
ss
CL 90 a g0 ANCHORS 'B' fr
s3 APPLICABLE TO ANCHORS INTO CONCRETE LL
So 80 a 80 ANCHORS 'BH'
2!
APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS '
N 70 SR 70 OR THRU 1BY WOOD BUCKS INTO BLOCKS
to 84
0 5 o ANCHORS 'BF' w
60 60 96 APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS
10 ' OR THRU 1BY WOOD BUCKS INTO BLOCKS
74C y o
50 50 ANCHORS 'C' 3ral N
APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURESo o W
8 1 c
40 40 L71 t1 I11t�� o
30 30 :�gi:•'V NSF'•.• ��� •° o.
25 35 45 55 65 75 85 25 35 45 55 65 75 85 PkODUCT REVISPD
TRIBUTARY WIDTH — INCHES TRIBUTARY WIDTH — INCHES — 0
at a mplyi g with the Florida
Bufldmg Code •' ° -�
- - NOTE` ANCHOR LOAD CHARTS ^cceptan.
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER 2023 �tl�
®'•, Cys drawing no.
LOCATIONS AT HEAD, SILL OR JAMB ENDS. OF sy R 1pP•.� ��:
FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. 2 ANCHORS AT MULLION ENDS Mtamt edePmduetCaeRtO
M95-13A
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) F
13o, 4 ANCHORS TYPE 'A' t3o 4 ANCHORS TYPE 'B' 130 4 ANCHORS TYPE 'BH' CUP
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50-5/'
120 120 120
3
63" VERTICAL z z
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60 60 60W-GLAZING Z
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50 50 50 '( 0
10 \ANCHOR I N
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30 30 PRODUCT PRODUCT CUP a N 1E30 ANCHORS L
25 35 45 55 65 75 85 25 35 45 55 65 75 85 25 35 45 55 65 75 85 1 _ Ori
TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES I_ MULLION SPAN0 Lu
13o 4 ANCHORS TYPE 'BF' 130 4 ANCHORS TYPE 'C' a o x
50-5/8-
TYPICAL MULLION ARRANGEMENTS z w N
120 120 " n n
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8" WIDTH (W) = Wt +W2 6 d �z�..
110 110 6 2 U �o�M
'a`3 6 O 4 J
100 38-3/ 100 ANCHORS 'A' rn U m
APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
LL 1/4 OR THRU 1BY WOOD BUCKS INTO CONCRETE
50
BO - /8' a 80 84 ANCHORS 'B'
80 0
1oa
80 APPLICABLE TO ANCHORS INTO CONCRETE
ANCHORS 'BH'
63 120 APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS g
0 70 0 70 13 M AN OR THRU 1BY WOOD BUCKS INTO BLOCKS -
U
0
74-1 ANCHORS 'BF' w
60 96 60 APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS
10 84 OR THRU 78Y WOOD BUCKS INTO BLOCKS ..
50 1 50 ANCHORS 'C' o 0
1 L S APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES '5 o _
40 40--
AN
30 �
��••• CEN
25 35 45 55 65 75 85 25 35 45 55 65 75 85
TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES PRODUCT REVLSED
as cemplyitg with the Florida - : 0 705
Build'mg Code - •` -
NOTE: - Acceptance Nb I -0 2 .D ' -2i 8 r
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ANCHOR LOAD CHARTS E. irationDate �p7? "
LOCATIONS AT HEAD, SILL OR JAMB ENDS. 7 OF ({�� drawing no.
By
FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. nti adeProdxt ''�.�5 '' C �l' � M95-13A
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 4 ANCHORS AT MULLION ENDS ��,S�ONAL ,,\
/rT1111Lt\\\ sheet 3.l of 5
ad/4'0 ULTRACON M®TCM VDOA BUCK m
1/ANGLE ". .1/4"6 ULTRACON .TD ACCOMODATE
2/ANGLE CLIP ANGLE TD MASONRY n,,, zo
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WOOD BUCK WOOD BUCK
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CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL MAX. ^.
2 SCREWS PER SIDE REQUIRED FOR 3"TUBE MULLIONS
CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL °w-o
3 SCREWS PER SIDE REQUIRED FOR a v
MULUON I i -��rc�
4" & 6" TUBE MULLIONS
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1BY OR 2BY TUBE MULLIONS o o m
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SILL•o 1/4'DIA ULTRACON By 'OLORIOp;.•' ®��
Mian Dade Product CaNrgY� '�i l� ••••
sheet 4.1 5
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WOOD SUCKS AND METAL STRUCTURE NOT BY CGI W
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE. ACCESS HOLE
cf OR
2 OR 4 ANCHORS'TYPE V METAL STRUCTURE
TYPICAL ANCHORS: SEE ELEV. FOR SPACING FOR CAPACITY MULUON 0:
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1-1/2- MIN. PENETRATION INTO WOOD THRU JBY SUCKS INTO CONCRETE
-------------
1-1/4- MIN. EMBED INTO CONCRETE
DIRECTLY INTO CONCRETE THIS SCREW CAN BE_'� #14 X 3/4 FH SMS
1-1/2" MIN. EMBED INTO CONCRETE INSTALLED IN—Eff-H RR 1 PER CUP AT 1X2&IX3 MULLION
DIRECTION 2 PER CUP AT LARGER MULLIONS 0
DIRECTLY INTO HOLLOW BLOCKS
1-1/4' MIN- EMBED INTO BLOCKS MUWON ox"
1/8-THICK ALUM CHANNEL IBY OR 213Y TUBES
THRU 1BY BUCKS INTO BLOCKS to
LENGTH TO FIT SNUG C14
1-1/4- MIN. EMBED INTO BLOCKS Iwo MULLJON 0
DIRECTLY INTO FILLED BLOCKS
1-3/4" MIN. EMBED INTO BLOCKS ANCHORa DE ll
THRU 1BY SUCKS INTO BLOCKS METAL To METAL CONNECTION
1-1/4" MIN. EMBED INTO BLOCKS
–DRILLING SCREWS (GRADE 2 CRS)
TYPE V– #14 SMS OR SELF
INTO METAL STRUCTURES
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
(STEEL IN CONTACT WITH ALUMINUM To BE PLATED OR PAINTED)
TYPICAL DGE DISTANCE >
NTO CONCRETE AND BLOCKS = 2-1/2" MIN. t
NTO WOOD STRUCTURE = 1' MIN.
INTO METAL STRUCTURE = 1/2- MIN
WOOD AT HEAD, StLL OR JAMBS SG= 0.55 MIN.
CONCRETE AT HEAD. SILL OR JAMBS Vc = 3000 PSI MIN.
Homow/nl-LED BLOCK AT JAMBS fm
PRODUCT REVISEE) 70692
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