|
DESIGN LOAD CAPACITY - PSF
<br />WINDOW DIMS.
<br />ANCIiORS TYPE
<br />WIDTH (W)
<br />MULL SPAN
<br />A
<br />B
<br />C/ D
<br />E
<br />26-1 /2"
<br />30"
<br />37"
<br />42"
<br />48"
<br />54"
<br />60"
<br />66"
<br />72"
<br />75"
<br />38-3/8"
<br />130.0
<br />112.1
<br />99.1
<br />80.3
<br />__ . .
<br />70.8
<br />61.9
<br />55.0
<br />49.5
<br />45.0
<br />41.3
<br />39.6
<br />130.0
<br />130.0
<br />130.0
<br />117.6
<br />103.6
<br />90.7
<br />_ 80.6
<br />72.5
<br />130.0
<br />130.0
<br />130.0
<br />130.0
<br />_ - -
<br />130.0
<br />123.8
<br />130.0
<br />130.0
<br />130.0
<br />130.0
<br />130.0
<br />130.0
<br />110.1
<br />99.1
<br />90.1
<br />82.6
<br />79.3
<br />130.0
<br />130.0
<br />130.0
<br />66.0
<br />60.5
<br />58.0
<br />130.0
<br />130.0
<br />19-1 /8"
<br />26-1 /2"
<br />30"
<br />37"
<br />42"
<br />48"
<br />54"
<br />60"
<br />66"
<br />72"
<br />75"
<br />50-5/8"
<br />117.8
<br />55.0
<br />75.1
<br />_ 60.9
<br />53.6
<br />130.0
<br />130.0
<br />130.0
<br />130.0
<br />121.8
<br />107.3
<br />93.9
<br />130.0
<br />130.0
<br />124.5
<br />110.0
<br />130.0
<br />130.0
<br />89.2
<br />78.6
<br />68.7
<br />61.1
<br />55.0
<br />50.0
<br />45.8
<br />130.0
<br />4-6.9
<br />41.7
<br />37.5
<br />34.1
<br />31.3
<br />30.0
<br />130.0
<br />83.4
<br />130.0
<br />130.0
<br />130.0
<br />125.8
<br />120.8
<br />75.1
<br />68.3
<br />62.6
<br />44.0
<br />60.1
<br />19-1 /8"
<br />26-- i /2"
<br />30"
<br />37"
<br />42
<br />48"
<br />54"
<br />60"
<br />66"
<br />72"
<br />75
<br />57"
<br />104.6
<br />75.5
<br />66.7
<br />54.1
<br />130.0
<br />130.0
<br />130.0
<br />130.0
<br />110.6
<br />130.0
<br />130.0
<br />97.7
<br />130.0
<br />108.2
<br />79.2
<br />130.0
<br />130.0
<br />130.0
<br />130.0
<br />47.6
<br />69.8
<br />95.3
<br />83.4
<br />41.7
<br />61.1
<br />54.3
<br />48.8
<br />37.1
<br />33.3
<br />74.1
<br />66.7
<br />60.6
<br />130.0
<br />121.9
<br />111-7
<br />30.3
<br />44.4
<br />40.7
<br />39.1
<br />27.8
<br />26.7
<br />5_5.6
<br />53.4
<br />_
<br />107.3
<br />19-1 /8"
<br />26-1 /2"
<br />30"
<br />37"
<br />42"
<br />48"
<br />54"
<br />60"
<br />66"
<br />72"
<br />75"
<br />63"
<br />94.7
<br />130'0
<br />100.1
<br />130.0
<br />130.0
<br />120.7
<br />130.0
<br />68.3
<br />60.3
<br />130.0
<br />-130.0
<br />130.0
<br />130.0
<br />88.4
<br />48.9
<br />71.7
<br />97.9
<br />86.2
<br />75.4
<br />67.0
<br />43.1
<br />63.1
<br />37-7
<br />55.2
<br />130.0
<br />33.5
<br />30.2
<br />27.4
<br />-- 25.1
<br />24.1
<br />49.1
<br />4-4.2
<br />40.2 -
<br />36.8
<br />130.0
<br />60.3
<br />54.9
<br />50.3
<br />48.3
<br />121.3
<br />110.3
<br />101.1
<br />97.0
<br />35.4
<br />M1AADE
<br />hAAA&WMIAMI-DADE COUNTY, FI,ORIDA
<br />METRO-DADE FLAGLER BUILDING
<br />BUILDING CODE COMPLIANCE OFFICE (SCCO) 140 WEST F'LAGLER STREET, SUITE 1603
<br />PRODUCT CONTROL DIVISION MIAM I, FLORIDA 33130-1563
<br />(305) 375-2901 FAX (305) 375-2908
<br />NOTICE OF ACCEPTANCE (NOA) www.buildinecodeonline.com
<br />Lawson Industries Inc.
<br />8501 NW 90 Street
<br />Medley, FL 33166
<br />SCOPF,:
<br />This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
<br />The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
<br />by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
<br />the Authority Having Jurisdiction (AHJ).
<br />This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product C;nntrol
<br />Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
<br />have this product or material tested for quality assurance purposes. If this product or material fails to perform in
<br />the accepted manner, the manufacturer will incur the expense of such testing and the AIU may immediately
<br />revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
<br />to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
<br />material fails to meet the requirements of the applicable building code.
<br />This product is approved as described herein, and has been designed to comply with the Florida Building Code,
<br />including the High Velocity Hurricane Zone.
<br />DESCRIPTION: Aluminum Tube Mullion - L.M.I.
<br />APPROVAL DOCUMENT: Drawing No. M95, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7_
<br />,
<br />prepared by Al Farroq Corporation, dated 09/28/95, with last revision on 10/19/6, signed and sealed by Humayoun
<br />Farooq, P.E., bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance
<br />number and expiration date by the Miami -Dade County Product Control Division.
<br />MISSILE IMPACT RATING: Large and Small Missile impact
<br />LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and
<br />following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
<br />RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
<br />change in the applicable building code negatively affecting the performance of this product.
<br />TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
<br />materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
<br />product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
<br />with any section of this NOA shall be cause for ten
<br />Tlination and removal of NOA.
<br />ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
<br />the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
<br />be done in its entirety.
<br />INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
<br />and shall be available for inspection at the job site at the request of the Building Official.
<br />This NOA renews and revises NOA No. 03-0225.06 consists of this page 1 and evidence pages E-1, as well as
<br />approval document mentioned above.
<br />The submitted documentation was reviewed by ,laime D. Gascon, P.E.
<br />tJ�1 (✓jf.�
<br />1
<br />DESIGN LOAD CAPACITY - PSF
<br />WINDOW DIMS.
<br />ANCHORS TYPE
<br />WIDTH (W)
<br />IMULL SPAN
<br />A
<br />B
<br />C/ D
<br />E
<br />19 -1 /8"
<br />26-1 /2"
<br />30"
<br />37"
<br />42"
<br />48"
<br />54"
<br />60"
<br />66"
<br />72"
<br />75"
<br />74-1/4"
<br />80.3
<br />58.0
<br />5.1.2
<br />41.5
<br />36.6
<br />117.6
<br />130.0
<br />115.9 _
<br />102.4
<br />83.0
<br />73.1
<br />64.0
<br />56.9
<br />130.0
<br />- 130.0
<br />130.0
<br />130.0
<br />130.0
<br />128.6
<br />114.4
<br />102.9
<br />93.6
<br />85.8
<br />82.3
<br />84.9
<br />75.0
<br />60.8
<br />53.6
<br />46.9
<br />41.7
<br />37.5
<br />34.1
<br />32.0
<br />28.4
<br />25.6
<br />23.3
<br />21.3
<br />20.5
<br />51.2
<br />46.5
<br />42.7
<br />41.0
<br />31.2
<br />30.0
<br />19-1 /8"
<br />26-1 /2"
<br />30"
<br />37"
<br />42"
<br />48"
<br />54"
<br />60"
<br />66"
<br />72"
<br />75"
<br />84"
<br />71.0
<br />51.2
<br />45.3
<br />36.7
<br />104.0
<br />130.0
<br />102.5
<br />90.5
<br />130.0
<br />130.0
<br />130.0
<br />130.0
<br />130.0
<br />113.7
<br />101.1
<br />91.0
<br />82.7
<br />75.0
<br />66.3
<br />53.7
<br />47.3
<br />41.4
<br />36.8
<br />33.1
<br />73.4
<br />64.7
<br />32.3
<br />28.3
<br />25.1
<br />22.6
<br />56.6
<br />50.3
<br />45.3
<br />20.6
<br />X
<br />X
<br />30.1
<br />27.6
<br />26.5
<br />41.1
<br />37.7
<br />75.8
<br />36.2
<br />72.8
<br />19-1 /8"
<br />26-1 /2"
<br />30"
<br />37"
<br />42"
<br />4W"
<br />54"
<br />60"
<br />66"
<br />72"
<br />75"
<br />961,
<br />62.1
<br />44.8
<br />91.0
<br />124.2
<br />89.7
<br />130.0
<br />130.0
<br />130.0
<br />129.1
<br />113.7
<br />99.5
<br />88.4
<br />79.6
<br />- 65.7
<br />58.0
<br />39.6
<br />79.2
<br />64.2
<br />56.6
<br />49.5
<br />44.0
<br />39.6
<br />32.1
<br />28.3
<br />24.8
<br />22.0
<br />47.0
<br />41.4
<br />36.3
<br />32.2
<br />29.0
<br />26.4
<br />24.2
<br />23.2
<br />X
<br />X
<br />x
<br />36.0
<br />72.4
<br />65.3
<br />33.0
<br />31.7
<br />X
<br />63.7
<br />19-1/8"
<br />26-1/2"
<br />30"
<br />37"
<br />42"
<br />48"
<br />54"
<br />60"
<br />66"
<br />72"
<br />75"
<br />108"
<br />55.2
<br />80.9
<br />58.4
<br />51.6
<br />41.8
<br />36.8
<br />110A
<br />130.0
<br />39.8
<br />79.7
<br />130.0
<br />35.2
<br />70.4
<br />57.1
<br />50.3
<br />_..
<br />44.0
<br />39.1
<br />35.2
<br />32.0
<br />29.3
<br />J28.2
<br />130.0
<br />28.5
<br />114.7
<br />25.1
<br />22.0
<br />101.1
<br />_
<br />88.4
<br />78.6
<br />70.8
<br />32.2
<br />28.6
<br />X
<br />X
<br />X
<br />-7
<br />kx_
<br />25.8
<br />23A
<br />21.5
<br />20.6
<br />64.3
<br />59.0
<br />56.6
<br />NOA No 06-0620.18
<br />Expiration Date: May 30, 2012
<br />Approval Date: November 16, 2006
<br />Page 1
<br />DESIGN LOAD CAPACITY - PSF
<br />WINDOW DIMS,
<br />ANCHORS TYPE
<br />WIDTH (W)
<br />MULL SPAN
<br />A
<br />B
<br />C/ D
<br />E
<br />19-1 /8"
<br />26-1 /2"
<br />30"
<br />37"
<br />42"
<br />48"
<br />54"
<br />60"
<br />66"
<br />72"
<br />75"
<br />120"
<br />49.7
<br />72.8
<br />52.5
<br />46.4
<br />37.6
<br />33.1
<br />99.4
<br />71.7
<br />63.4
<br />51.4
<br />45.3
<br />39.6
<br />35.2
<br />31.7
<br />130.0
<br />130.0
<br />127.4
<br />103.3
<br />91.0
<br />79.6
<br />70.8
<br />63.7
<br />57.9
<br />53.1
<br />_ ]
<br />50.9
<br />35.9
<br />31.7
<br />25.7
<br />22.6
<br />X
<br />X
<br />X
<br />29.0
<br />25.8
<br />23.2
<br />X
<br />21.1
<br />X
<br />X
<br />28.8
<br />26.4
<br />25.3
<br />X
<br />X
<br />19-1 /8"
<br />26-1 /2"
<br />30"
<br />37"
<br />42"
<br />48"
<br />54"
<br />60"
<br />66"
<br />72"
<br />75"
<br />132"
<br />45.2
<br />32.6
<br />28.8
<br />66.2
<br />47.8
<br />42.2
<br />90.4
<br />65.2
<br />130.0
<br />130.0
<br />115.8
<br />93.9
<br />82.7
<br />57.6
<br />23.4
<br />34.2
<br />30.1
<br />46.7
<br />20.5
<br />41.1
<br />36.0
<br />32.0
<br />28.8
<br />X
<br />26.4
<br />72.4
<br />X
<br />X
<br />x -
<br />x
<br />X
<br />23.4
<br />64.3
<br />57.9
<br />21.1
<br />X
<br />26.2
<br />52.6
<br />X
<br />X
<br />24.Q
<br />48.2
<br />46.3
<br />1 23.0
<br />19-1/8"
<br />26-1 /2"
<br />30"
<br />37"
<br />42"
<br />48"
<br />54"
<br />60"
<br />66"
<br />72"
<br />75"
<br />144"
<br />41.4
<br />60.7
<br />82.8
<br />59.8
<br />130.0
<br />120.2
<br />29.9
<br />26.4
<br />43.8
<br />38.7
<br />52.8
<br />42.8
<br />37.7
<br />33.0
<br />106.1
<br />-86.1
<br />21.4
<br />31.4
<br />- X
<br />27.6
<br />24.2
<br />75.8
<br />X
<br />X
<br />66.3
<br />59.0
<br />21.5
<br />X
<br />29.3
<br />X
<br />26.4
<br />53.1
<br />48.2
<br />X
<br />x
<br />X
<br />24.0
<br />22.0
<br />X
<br />X
<br />44.2
<br />42.5
<br />X
<br />21.1
<br />19-1 /8"
<br />26-1/2"
<br />30"
<br />37"
<br />42"
<br />48"
<br />54"
<br />60"
<br />66"
<br />72"
<br />75`
<br />150"
<br />39.8 1
<br />58.2
<br />79.5
<br />57.4
<br />50.7
<br />41.1
<br />36.2
<br />130.0
<br />115.3
<br />28.7
<br />42.0
<br />37.1 1
<br />30.1
<br />26.5
<br />23.2
<br />20.6
<br />25.3
<br />101.9
<br />20.5
<br />X
<br />82.8
<br />72.8
<br />x
<br />31.7
<br />28.2
<br />63.7
<br />X
<br />56.6
<br />50.9
<br />46.3
<br />X
<br />x
<br />25.3
<br />23.0
<br />21.1
<br />20.3
<br />X
<br />x
<br />X_
<br />X
<br />X
<br />42.5
<br />40.8
<br />_
<br />X
<br />ANCHORS
<br />TYPE A,B,C,D ORE
<br />ANCHORS
<br />TYPE
<br />HORIZONTAL
<br />A.B.C.D OR E
<br />MULLION ARCHES ARCHES TO BE INSCRIBED
<br />INSIDE RECTANGULAR SHAPE NOTE:
<br />GLAZING
<br />PRODUCT
<br />Z
<br />a
<br />5I(n
<br />� ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
<br />. LOCATIONS AT HEAD, SILL OR JAMB ENDS.
<br />_T FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6.
<br />(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
<br />I I
<br />MU�LLIION
<br />GLAZING
<br />PRODUCT
<br />GLAZING '�:
<br />_..
<br />\ ANCHOR
<br />ErAIL #1
<br />- ---
<br />GLAZING
<br />PRODUCT
<br />GLAZING
<br />PRODUCT
<br />ANCHORS
<br />A.B•C•D OR E TYPICAL MULLION ARRANGEMENTS
<br />T- - - -
<br />- t WIDTH /W ) _ W1 + W2
<br />\2
<br />�\ ANCHORS
<br />`A.B.C,D OR E,I
<br />W2--- '
<br />---
<br />MULLION SPAN
<br />1.500-
<br />�.062 125
<br />Ij .11s- I
<br />62 2.000
<br />2.000 1.732 2.0
<br />a000 I I ,
<br />15E
<br />!�.107181- I' 1.000 J
<br />r 1.062 �yl -1.188 a
<br />1 X 2 1 X 2
<br />CUSTOM MULLION CUSTOM MULLION
<br />6063-T6 6063-T6
<br />(FLANGE FRAME) (FIN FRAME)
<br />312
<br />062 '062 -1.500
<br />p - 125
<br />F
<br />,115 1.732
<br />I
<br />.750
<br />MULL( N CLIP
<br />6063-r6
<br />NOTCH
<br />OPTIONAL \\
<br />h
<br />a
<br />a
<br />3.000 3.000 3,062 .156 TYP,
<br />I ---1
<br />-_. -.. �-
<br />.156 J
<br />102 - -i - t.oao yl
<br />r-
<br />1.062
<br />Fes- -
<br />1 X 3 1 X 3
<br />CUSTOM MULLION CUSTOM MULLION
<br />6063-T6 6063-T6 NOTCH
<br />(FLANGF FRAMFI IFIN r0A►Jr\ OPTIONAL
<br />rr 062
<br />Y�
<br />-,312
<br />.062
<br />125
<br />4.100
<br />I
<br />102 �,
<br />i 1,062
<br />1 X 4
<br />CUSTOM MULLION
<br />6063-T6
<br />zi
<br />'Q
<br />1l 0,
<br />i In
<br />OD
<br />g
<br />01,- to'zl
<br />W IO
<br />a � N �
<br />0:o o l
<br />0 W
<br />IL
<br />(% Q
<br />0 V a
<br />0 I 0WM O
<br />0aad �+ !
<br />ro V) 0 '
<br />a
<br />NI w LL N
<br />w� L�o ztog M
<br />0014
<br />_p z N - w
<br />Hf
<br />o
<br />0
<br />0
<br />V I
<br />Z
<br />O U
<br />J z n:
<br />v
<br />WI
<br />W W
<br />Z) � -
<br />F-
<br />���LLj
<br />f7p'� m
<br />� Z M J cI
<br />Z Z 3i L`
<br />2 Oz>_a
<br />_J o � I
<br />Q�l a W J
<br />_I oo M �
<br />rlfy i'E / 16557 Pii"VCF kEYOW 1
<br />CAN. 3538 ���� a
<br />1 0 0 !.
<br />I) . drawing no.1
<br />. M95-04A�
<br />sheet 3 of
<br />125
<br />2.000
<br />2.000 -
<br />ANGLE CLIP
<br />6U63 -T6
<br />-1,690
<br />--4.500-- -
<br />MULLIQN CLIP
<br />6066-16
<br />2,250
<br />_3
<br />3.100
<br />1.405 -G1
<br />La
<br />4.000
<br />6.000
<br />2.000 -
<br />4
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<br />TYPICAL
<br />GLAZING PRODUCT
<br />Q, >
<br />II p
<br />!0�
<br />- ¢
<br />I0 H
<br />1.000
<br />O'owM 01
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<br />/ 2,000- -- 3,000 4.000
<br />STANDARD TUBULAR SHAPES li o
<br />TYP. WALL = .125" ALL
<br />ALLOY = 6063-T6
<br />V
<br />J Z o
<br />MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
<br />_ M
<br />HORIZONTAL OR VERTICAL
<br />MD
<br />w U_
<br />SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
<br />OD X
<br />1000
<br />MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. -�
<br />Z rn
<br />AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED I
<br />Z
<br />IMPACT ANU NON -IMPACT RESISTANT PRODUCTS.
<br />L
<br />0 LO
<br />RECTANGULAR ALUMINUM TUBE MULLIONS
<br />0
<br />Q
<br />Ln
<br />g
<br />USING MULLION PROPERTIES ONLY
<br />o0
<br />U
<br />THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
<br />REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING
<br />HIGH VELOCITY HURRICANE ZONE (HVHZ).
<br />e ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
<br />e APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER
<br />INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
<br />9
<br />WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
<br />LOADS TO THE STRUCTURE.
<br />ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT
<br />TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.).
<br />ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS
<br />ARE NOT PART OF THIS APPROVAL.
<br />INSTRUCTIONS: A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
<br />ANCHORS INTO WOOD ONLY.
<br />USE CHARTS AS FOLLOWS. _ - _ MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO
<br />CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
<br />STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 OF 2004 FLORIDA BI.DG. CODE SECTION 2003.8.4.
<br />FOR PARTICULAR OPENING.
<br />STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS IcngrDR. 170AYOUN FAROOQ
<br />MEETING ABOVE LOAD REQUIREMENTS. I STRUCTURES P*WUCT REV1M
<br />STEP USE CONNECTION TO MULLION AS PER PRODUCT 1 FLA. PE # 16::57 �"ado
<br />4 APPROVAL. C A.N. 353
<br />USING CHARTS ON SHEET 2 SELECT MULLION SIZE WITH Ms -OZO• I
<br />sSTEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
<br />I _ NOTCH IN STEP 1 ABOVE.
<br />OPTIONAL USING ANCHOR TYPES UN SHEETS 4 THRU 7 AND ANCHOR CHARTS T
<br />STEP 5 ON SHEET 3, SELECT MULLION CONNECTION WITH DESIGN RATING
<br />MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
<br />-} +'.0622 - 1.500- -
<br />.062 111
<br />125
<br />�115-
<br />2.000 2.000 1.732 2.062 2.000
<br />4- y
<br />156 i .078
<br />1,062 I-Y1,18B
<br />1 X 2 1 X 2
<br />CUSTOM MULLION CUSTOM MULLION
<br />6063-16 6063-T6
<br />(FLANGE FRAME) (FIN FRAME)
<br />312
<br />1I ,062 -1.500
<br />062
<br />p _125
<br />i
<br />.115 - r 1.732
<br />I i
<br />3.000 3,000 I 3.062
<br />15b J
<br />102 -
<br />h 1,062
<br />1 X 3
<br />CUSTOM MULLION
<br />6063 - T6
<br />(FLANGE FRAME)
<br />-.125
<br />-4,
<br />4.000
<br />.188
<br />1.062
<br />1 X 4
<br />CUSTOM MULLION
<br />6063-T6
<br />1,188 4
<br />1 X 3
<br />CUSTOM MULLION
<br />6063-T6
<br />(FIN FRAME)
<br />.125
<br />i
<br />2.000
<br />9_1` -
<br />L- 2.000 --
<br />ANGLE CLIP
<br />6063 - T6
<br />4.500
<br />_MULLION CLIP
<br />6063-T6
<br />NOTCH -
<br />OPTIONAL
<br />to
<br />F- - 4.500 4�
<br />MULLION CLIP
<br />6063-T6
<br />NOTCH
<br />OPTIONAL
<br />s
<br />NOTCH
<br />OPTIONAL
<br />50
<br />6.000
<br />I
<br />-2,000 --
<br />N g I'
<br />•i_
<br />6 c
<br />r drawing no. j
<br />�M95-04A I
<br />(sheet 1 of 7 ?
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<br />- �V11 �
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<br />- 2.000 -=-I 3.000 4.000 -1
<br />STANDARD TUBULAR SHAPES o
<br />TYP. WALL - .125" ALL tD
<br />ALLOY = 6063-T6 V) co
<br />a>
<br />O `O
<br />-MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
<br />,Jj Z An
<br />- v
<br />00 HORIZONTAL OR VERTICAL
<br />_W
<br />SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
<br />m u
<br />Lo
<br />--.
<br />n
<br />_
<br />MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. -,
<br />Z rn 1, 30AND
<br />CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED
<br />Z
<br />IMPACT AND NON -IMPACT RESISTANT PRODUCTS.
<br />Z
<br />-- - --- - _
<br />jj 0z o
<br />V)
<br />RECTANGULAR ALUMINUM TUBE MULLIONS
<br />Q 3 0
<br />USING MULLION PROPERTIES ONLY
<br />to o J
<br />Co- :E
<br />THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
<br />`
<br />REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING
<br />HIGH VELOCITY HURRICANE ZONE (HVHZ).
<br />ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
<br />� W W
<br />o #
<br />APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER
<br />Z o
<br />INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
<br />r_ Al 4 o o
<br />WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
<br />LOADS TO THE STRUCTURE.
<br />m m
<br />Q�
<br />C it W
<br />ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT
<br />TO
<br />U ¢ o a a
<br />rn w:i
<br />BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC_).
<br />x a
<br />ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS
<br />ARE NOT PART OF THIS APPROVAL.
<br />6 I fV .D
<br />A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
<br />INSTRUCTIONS: ANCHORS INTO WOOD ONLY.
<br />USE CHARTS AS FOLLOWS.
<br />- _ MATERIALS INCLUDING BUT NOT LIMITED T 0 STEEL/METAL SCREWS, THAT COME INTO
<br />CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
<br />p a'
<br />o
<br />N
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<br />v v
<br />o rn
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<br />o
<br />a m o o
<br />-i
<br />STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 OF 2004 FLORIDA BI.DG. CODE SECTION 2003.8.4.
<br />�
<br />- `
<br />r
<br />I 100,
<br />FOR PARTICULAR OPENING.
<br />r
<br />STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS I-'cnrnR. nUMAYOUN FAROOQ
<br />I
<br />N 'I li
<br />MEETING ABOVE LOAD REQUIREMENTS. STRUCTURES Plt� UC'T REVISM
<br />STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT I FLA. PE w 16;57 as�sono�
<br />APPROVAL i C AX 353
<br />1
<br />a
<br />o
<br />N
<br />\ 2
<br />-
<br />USING CHARTS ON SHEET 2 SELECT MULLION SIZE W11H
<br />STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
<br />IN STEP 1 ABOVE.
<br />USING ANCHOR TYPES ON SHEETS 4 THRU 7 AND ANCHOR CHARTS
<br />STEP 5 ON SHEET 3, SELECT MULLION CONNECTION WITH DESIGN RATING
<br />MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
<br />....... I o D a
<br />ns �D(oZo• I$
<br />o u
<br />drawing no.1
<br />�M95-04A I
<br />sheet 1 of 7 )
<br />ALL RIGHTS RESEIM)
<br />CORDA dt ASSOCIATES ARCHrTECTS®2008 COPYRIGHT
<br />REVISIONS
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<br />DATE:
<br />5/30/08
<br />SCALE:
<br />AS NOTED
<br />JOB NO.: 27013
<br />SHEET:
<br />A20
<br />OF
<br />22
<br />SHEETS
<br />
|