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� o� Ov R VIEWED -F6W CODE COMPLIANCE Mi®°A°E ST. L CIE COUNTY MIAMI-DADE COUNTY I I PRODUCT CONTROL SECTION BOCC01 l�l 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaade.eov/buildine Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 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: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I. APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" sheets 1 through 10 of 10, dated 04/27/10, with revision F dated 08/10/20, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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, 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 NOA No. 18-0529.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 20-0814.10 Expiration Date: May 30, 2023 Approval Date: October 15, 2020 10/08/20 Page 1 STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS o 0 a ° M to ct m o o 4 v 3 y Zo C N W = y m o a N < U ti Z r f1 Q l� H Qj 5 ] y Q H o m z W y a F Z O .4 w � wi W °{ F z o z m o 6 p w F x x o o 2 o o I k� 9 g Width w MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 _ Width w MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 Width w MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 18 38- 318" 125.0 125.0 125.0 125.0 18 74-1/4" 125.0 125.0 125.0 125.0 18 120" 44.0 95.7 125.0 125.0 24 125.0 125.0 125.6 125.0 24 139.5 125.0 125.0 125.0 24 33.0 71.8 116.6 125.0 30 125.0 125.0 125.0 125.0 30 111.6 125.0 125.0 125.0 30 26.4 57.4 93.2 125.0 36 125.0 125.0 125.0 125.0 36 93.0 125.0 125.0 125.0 36 22.0 47.8 77.7 125.0 42 125.0 125.0 125.0 125.0 42 79.7 125.0 125.0 125.0 42 18.9 41.0 66.6 125.0 48 125.0 125.0 125.0 125.0 48 69.7 125.0 125.0 125.0 48 16.5 35.9 58.3 149.7 64 125.0 125.0 125.0 125.0 54 62.0 134.6 125.0 125.0 54 31.9 51.8 133.1 60 125.0 125.0 125.0 12,90 60 55.8 121.2 125.0 125.0 60 28.7 46.6 119.8 66 125.0 125.0 125.0 125.0 66 50.7 110.1 125.0 125.0 66 26.1 42.4 108.9 72 125.0 125.0 125.0 125.0 72 46.5 101.0 125.0 125.0 72 23.9 38.9 99.8 78 125.0 125.0 125.0 125.0 78 42.9 93.2 125.0 125.0 78 22.1 35.9 92.1 18 50-5/81' 125.0 125.0 125.0 125.0 18 84" 128.4 125.0 125.0 125.0 18 132" 33.1 71.9 116.8 125.0 24 125.0 125.0 125.0 125.0 24 96.3 125.0 125.0 125.0 24 24.8 53.9 87.6 125.0 30 125.0 125.0 125.0 125.0 30 77.1 125.0 125.0 125.0 30 19.9 43.1 70.1 125.0 36 125.0 125.0 125.0 125.0 36 64.2 139.5 125.0 125.0 36 16.5 35.9 58.4 125.0 42 125.0 125.0 125.0 125.0 42 55.0 119.5 125.0 125.0 42 30.8 50.0 128.5 48 125.0 125.0 125.0 125.0 48 48.2 104.6 125.0 125.0 48 - 27.0 43.8 112.5 64 125.0 125.0 125.0 125.0 64 42.8 93.0 125.0 125.0 64 24.0 38.9 100.0 60 125.0 125.0 125.0 125.0 60 38.5 83.7 135.9 125.0 60 21.6 35.0 90.0 66 147.7 125.0 125.0 125.0 66 35.0 76.1 123.6 125.0 66 19.6 31.8 81.8 72 135.3 125.0 125.0 125.0 72 32.1 69.7 113.3 125.0 72 18.0 29.2 75.0 78 124.9 125.0 125.0 125.0 78 29.6 64.4 104.6 125.0 78 16.6 26.9 69.2 18 5T° 125.0 125.0 125.0 125.0 18 96" 86.0 125.0 125.0 125.0 18 144" 25.5 55.4 1 89.9 125.0 24 125.0 125.0 125.0 125.0 24 64.5 140.1 125.0 125.0 24 19.1 41.5 67.5 125.0 30 125.0 125.0 125.0 125.0 30 51.6 112.1 125.0 125.0 30 15.3 33.2 ' 54.0 138.6 36 125.0 125.0 125.0 125.0 36 43.0 93.4 125.0 125.0 36 27.7 45.0 T 5.5 42 125.0 125.0 125.0 125.0 42 36.9 80.1 130.1 125.0 1 42 23.7 38.5 99.0 46 125.0 125.0 125.0 125.0 48 32.3 70.1 113.8 125.0 48 20.8 33.7 86.6 64 137.0 125.0 125.0 125.0 54 28.7 1 62.3 101.2 125.0 54 18.5 30.0 77.0 60 123.3 125.0 125.0 125.0 60 25.8 56.1 91.1 125.0 60 - 16.6 27.0 69.3 66 112.1 125.0 125.0 125.0 66 23.5 51.0 82.8 125.0 66 15.1 24.5 63.0 ^ N v ^a o ^n o 72 102.8 125.0 125.0 125.0 72 21.5 46.7 75.9 125.0 72 22.5 57.8 6 T v N r N a 78 94.8 125.0 125.0 125.0 78 19.9 43.1 70.0 125.0 78 - - 20.8 53.3 ff 18 125.0 125.0 125.0 125.0 18 60.4 131.2 125.0 125.0 18 22.6 49.0 79.6 125.0 raww 24 125.0 125.0 125.0 125.0 24 45.3 98.4 125.0 125.0 1 24 16.9 36.7 59.7 125.0 L $ N w o 4 y 30 125.0 125.0 125.0 125.0 30 36.3 78.7 127.9 125.0 30 - 29.4 47.7 122.6 w e 36 125.0 125.0 125.0 125.0 36 30.2 65.6 106.6 125.0 36 24.5 39.8 102.2 o ° m 42 130.5 125.0 125.0 125.0 42 25.9 56.2 91.4 125.0 42 21.0 34.1 87.6 a '� $ 0 o 48 63" 114.2 125.0 125.0 125.0 48 1081' 22.7 49.2 79.9 125.0 48 ISO" 18.4 29.8 76.6 54 101.5 125.0 125.0 125.0 54 20.1 43.7 71.1 125.0 54 16.3 26.5 68.1 " a " < 9 2 z z 60 91.3 125.0 125.0 125.0 60 18.1 39.4 64.0 125.0 60 23.9 61.3 9 66 83.0 125.0 125.0 125.0 66 16.5 35.8 51A 147.0 66 21.7 55.7 z I i c S 5' $ 3 72 76.1 142.4 125.0 125.0 72 15.1 32.8 53.3 134.8 72 19.9 51.1¢ I o c w LL 78 70.2 131.4 125.0 125.0 78 30.3 49.2 124.4 78 18.4 47.2 HORIZONTAL MULLION r w "tttt15IA72" 5 Li. .Pr, GLAZING PRODUCT N GLAZING GLAZING PRODUCT PRODUCT TYPICAL MULLION ARRANGEMENTS __ m''o a.'Z!'°°t ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = W1 + W2 W1 W2 IF MULLION SPAN 2 pptt , O ® jp V W N PRODUCT REVISED •.W. ':a "n .CC'2 = complying with the Florida ur c Building Code NOA-No. 20-081I4.10 iratlon Date- 5I30/2023 � o ;3! •`�'°,'• -° •'" �+� Miami ado ProducXt trol 6 A 5/16" TAPCONS MIN. WOOD PENETRATION CLIP (1 ON EACH WING) 2 BY WOOD BUCK 5/16' TAPCONS 1-1/2' MIN. WOOD PENETRATION 1 PER ANGLE FLOATING CUP MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLOCK X 1/8` ANGLE 5/16- TAPCONS 5/16- TAPCONS L 1-3/4" MIN. EMBED INTO MASONRY 1-3/4' MIN. EMBED INTO MASONRY o 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE m rp \Z O 0 L OJ O Z I I I I I I I I J Z L W II II 11 II 11 II II II � = m�a g 1 BY �= j II it 2 X 2 X 1/8' WOOD BUCK I I 1X FLOATING CUP II 11 ALUM ANGLE ANCHORS TYPE V (INTO BLOCK) 5/16- TAPCONS 1-1/2' MIN. WOOD PENETRATION 1 PER ANG ANCHORS TYPE V (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK ALL CLIPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK N INTO TUBE MULLIONS. 1"X4" & 2"x4" MULL \z TAPCONS MAY BE HEX OR FIAT HEAD. MIN. EDGE DIST. II 11 2-3/16" CONCRETE OR I I I I 4" HOLLOW BLO K 5/16- TAPCONS 5/I6' TAPCONS 1-3/4° MIN. EMBED INTO MASONRY By2 BUCK 11 II 4ALL X 2 X 1/8' ALUM ANGLEU CUPS AND ANGLES TO FIT S 1-3/4° MIN. EMBE"MASONRY 2 PER CUP (1 ON EACH WINWOOD INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT ANCHORS TYPE 'A' u N u n 2 ANCHORS INTO WOOD x j 1BY --------- W000 BUCK j' `{ 1X FLOATING CUP 5/16' TAPCONS 5/16' TAPCONS [V I I U U I I 11N. WOOD PENETRATION 1-1/2" MIN. WOOD PENETRATION I I I I I I ;UP (2 ON EACH WING)-\ 2 PER ANGLE I I I A I I A x 2 X 1/8 UM ANGLE N ANCHORS TYPE 'C' (INTO BLOCKS ! . 11z ANCHORS TYPE 'F' (INTO CONCRETES¢ `• a .•,. 2 ANCHORS THRU IX BUCK o w ee;R6tt 9aJ4�:`B!� - INTO CONCRETE,OR BLOCK ,hr ,.• °°• •y/iYr�°�tm II q n II II II II II IL -AI II 11 D FLOATING CLIP I I I I 2 X 2 X 1 /8' I I I1 I ALUM ANGLE ' I 1 I 1 I 1 PRODUCT REVISEDit� EV NC.•.3 ozo m as In- J NO cN ".�.- ) Cr_I � `+ . 2 2 0Y I I LA U I 1 as complying with the Florida '" A3 •, WOOD BUCK I 1 i i U 1 Bullding Code q < I I ------- - NOA-No. 20-08'14.10 �,�. Ao y . C. 4 ' Ex Iration Date; 5/30/2023 ........... r•'d d ANCHORS TYPE 'B' ey PI 4 ANCHORS INTO WOOD ALTERNATE ANCHOR LOCATION Miam pad. ProducrC trot E� A' 5/16" TAPCONS MIN. EDGE DIST. 1-3/4" MIN. EMBED INTO MASONRY 2-3 OR 2 PER CLIP (I ON EACH WING) 5/16- TAPCONS 4 HOLLOW BLO K 3 1 4" 1-3/4" MIN. EMBED INTO MASONRY 1 PER ANGLE _ ' I M ' II. • 1 I u n n II X II II CONCRETE OR 11 11 < IL-�I CEMENT BLOCK II II g CONCRETE OR - 11 11 2 X 2 X LE • --------- CEMENT BLOCK I I 11 11 ALUM ANGLE I I I I FLOATING CUP U U I I MULL ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) o i 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK i i r----------1 � lAULL ALTERNATE ANCHOR LOCATION 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY — 2 PER CUP (1 ON EACH WING) I I I I 112 SMS I I I I 2 PER ANGLE I I II 11 II 1 I it t� 11 II I I II� II II ,'. 4. . r I CLI M I I WIT WAT 5/16" TAPCONS 1-3/4' MIN. EMBED INTO MASONRY - 1 PER ANGLE MIN. EDGE DIST. 2-3/ E 4" HOLLOW BL C TAPCONS MIN. MULL , ANCHORS TYPE V (INTO_ BLOCK ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1 "x4" & 2"x4" MULL MULL TIP ILOATING CLIP CONCRETE CEMENT BLOCK li II II II vZ ..I •I' R11 tl2" 5/16- TAPCONS I ci o d i8' _/4• MIN. EMBED INTO MASONRY s io o LL 4 PER CUP (2 ON EACH WING). „tr bAfi i3d;p6� ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. PS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED H ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR ER -WHITE METHACRYLATE LACQUER. PRODUCT REVISED - m' 3 0 ^_ D o z as complying with the Florida 01 •,�- ' �9 Building Code G • -' [.S) ,e I NOA-No, 20-0814.10 ��.a : '. •yh o` iration Date• S/30/2023 ' '• rSfd:rrdd .�..]:m�°'4 By: tfi• f'$TS� W C .lam ads ProducKC trol Ll IN. EDGE DIST. 16" CONCRETE OR HOLLOW BLOCK 3-3/4" 5/16" TAPCONS MIN. 1-3/4" MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) V ' \Z 2X6 MULL CLIP LENGTH MULL "L" 2 X 4 3.688, 2 X 6 5.688' MULL 5/16" TAPCOHS•^rn MIN. EDGE DIST. 2-3/16" CONCRETE OR CLIP LENGTH MULL %" 2 X 4 3.686' 2 X 6 5.688' 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) m o G ao 00 c M 00 c M ` NaON c 0 1O G 0, OJ O z W d o z G 2 W = ` 00M IL B MULL 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 1 IN. MIN. z �z X6 MULL _ G r, W G \z �� 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' (INTO BLOCK) I- INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2"X6" MULL SHOWN ANCHORS INTO CONCRETE or BLOCK WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2"X6- MULL SHOWN I WATER -WHITE METHACRYLATE LACQUER. �, 'v C7 ..,l Q PRODUCT REVISED O N Ctl GPI 'r: w M ' as complying with the Florida Bellding Code zo NOA-No. 20-0614.10 "°• ''- Ex iratlon Date• 5130/2023 ey o C Mlam pade Produclt'C trot MIN. EDGE DIST. 5/16' TAPCONS 2-3/16" CONCRETE OR 1-3/4' MIN. EMBED INTO 4" HOLLOW BLOCK �4 TOTAL (2 ON EACH WIN J11, I•_ a..lilyY� 2 -7/16" or 2x6 2%2X 1/4' ALUM ANGLE CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. MIN. EDGE DIST. 2-3/16" CONCRETE OR LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 5/16` 1-3/4" MIN. EMBED INTO TAPCONS #1 MASONRY 4 PER 2 PER ANGLE 2 X 2 X 1/8' ALUM ANGLE • .. r. AZZ;.. _ OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK CLIP LENGTH MULL % 1 X 2 1.688' 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.688' 1. ALL CUPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG IWO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. B 14 S.M.S. 2/ CHANNEL , rTUBE MULUON #12 F.N. S.M.S. 2/ SIDE 1 1/8- THICK ALUM CHANNEL I LENGTH TO FITSNUG I I INTO MULUON ; TUBE MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY §14 FH SMS z 2 PER CUP �1 ACCESS HOLE 1-1/2' O.C. MIN. ^van U o 0 V S W r w n N 0 3 S W q q I I 4 L � � t I I I I I 4 U U o U T I! SCREW CAN BE I INSTALLED IN EITHER DIRECTION q� I 1 I I fl12 FH SMS 2 PER CLIP I ,A y ro W I I 1' O.C. MIN. I I I � m e o c 9 2 c Z 0 E E "g E I s a ;�odi.i lC 1-3/4 % 2' X 1/8" (FOR 28Y TUBE) i 3/4' X 2' X 1/8- FOR (1BY TUBE) � a ALU. ANGLE CUT TO FT SNUG INSIDE TUBE tC?lit p'F�o, VL9;gtfy ?fir•' �A��< ANCHORS TYPE 'I' 1. METAL TO METAL CONNECTION 'I' mG1'Nip° USE CHARTS FOR ANCHOR TYPE TO VERIFY CAPACITY OF CONNECTION �� I �• PRODUCT REVISED ;� p as complying with the Florida c� Building Codem�-,. . ALL CLIPS AND ANGLES TO FIT SNUG NOA-No. 20-0874.10 INTO TUBE MULLIONS. Ex iration Date: 5/30/2023 c TAPCONS MAY BE HEX OR FLAT HEAD. A. , � By: a1 " a=.. Mlam jlade Prodaclt'C trot E9© ANCHOR TYPES ANCHOR TYPES ANCHOR TYPES _ _ o 0 O o y M a0 y M Nam C ! C rnrc n �o 3 ZJZ o �. rn O Z a z z� zq a o O o W a N C z O d Crn a E m m Z a o I e 7 2 fy��J �z r(n o N a N U jq Q 6 a 0: O 2 GG� CJ g �559 cu s i 4 a v a o� U m N W L_ 0 LL e a 3 n N N W u 3 V onaN N « S p 9 U m o 3 ANCHOR/CUP -VERTICAL zo MULLION GLAZING GLAZING Q PRODUCT PRODUCTGLAZING v ANCHOR/CU > W1 W2 TYPICAL MULLION CLIP ARRANGEMENTS ANCHOR/CUP NORRONTAL MULLION ANCHOR CLIP NOTES: 3 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE .7 .._., a 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN 2 3 THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. o�N ¢vat 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER �wm LOCATIONS AT .HEAD, SILL OR JAMB ENDS. PRODUCT REVISED •sae as complying with the Florida w 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. g o� Building Code NDA�Io. 20-0814.10 Ex I tin Date• 5/30/2023 Miamj�ade Product C trot N �� a a w m E , ti E S 0- c i.i W E LL f7 e r GLAZING { PRODUCT �\\ �o+''• ,Y�• lid �a� `° "' '°'°° n' ,�: `�• ' c� sd _=' i,;; �,,, .0 u. b'•, ': u a 7 ¢:? ,:;0 A PRODUCT GLAZING PRODUCT ANCHOR/CUP HORIZONTAL MULLION SPAN Wiath lw MULL SPAN A B C D E F G H I Width MULL SPAN q B C D E F G H I Wid1h w MULL SPAN A B C D E F G H I 18 38318 125.00 125.00 125.00 125.00 125.00 125.00 125.OD 125.00 Ili 90.72 125.OD 125.00 125.00 125.00 125.00 125.00 7Z5.00 125.00 _ 18 120 56.13 11227 129.07 125A0 125.00 144.27 125.00 125.00 125.00 26 30 131.65 125.00 125.00 125.00 125.00 125.00 125AD 125.00 24 68.114 136.08 125.00 125.00 125.00 125.00 125.OD 125.00 125.00 _ ?A 42.10 8420 96.80 145.60 725.00 108.20 125.00 125.00 715.70 105.32 125.00 125.00 125.00 125.00 125.00 125.00 125.00 30 54.43 f08.86125.16125.00 125.00 139.89 125.00 125.00 149.5950 _ 33.68 67.36 T7.44 116.48 125.00 t76.56 130.2A125.00 92.56 78 87.77125.00125.00 N125.00 125.00 12500125.00125.00125.00 36 45.36 90.72 104.30 125.00 725.00 118.58 125.00 125.00 124.66 36 28.07 56,13 6453 97.07 129.00 72.13 108.53 1442077.1342 75.23 125.00 125.00 125.00 125.00 725.00125.00 125.00 42 38.8877.T6 89.40 134.46 125.00 99.92125.00 125.00106.8542 24.06 48.11 55.31 83.20 710.57 61.83 93.03 723.60 66.11d8 65.82131.65125.00125.00125.00125.00125.00125.004874114 34.02 68.04 7822 117.66 125.00 87.43 131.58 125.00 93.49 48 21.05 42.10 48.40 7280 86.75 54.10 81.40 108.15 57.85bd58.51117.02 125.00 125.00 125.00 125.00 125.OD 125.00 66 3024 60.48 69.53 1114.58 138.99 77.72 116.94 125.00 83.11 _ 60 18.71 37.42 43.02 64.71 86.00 48.09 7236 96.13 51.42 60 66 5266 105.32 121.08 125.00 125.00 125.00 125.00 125.00 144.72 60 2722 54.43 62.58 84.13 125.09 69.95 10524 739.83 74.80 60 16.89 33.68 38.72 58.24 77.40 4328 65.12 86.52 46.28 47.87 B5.74 110.07 125.00 125.00 125.00 125.00 125.00 131.56 68 24.74 49.48 85.57 113.72 63.59 95.66 127.12 68.00 _ 66 15.31 30.62 3520 5295 70.36 39.35 59.20 78.65 42.07 72 43.88 87.77 100.90 125.00 125.00 125.00 125.00 125.00 120.60 72 22.68 45.36 78.44 10424 5829 87.70116.53 62.3372 14.03 2807 3227 48.53 64.50 36.07 54.27 7210 38.5778 40.51 81.01 93.14 140.09 125.00 104.11 125.00125.00111.32 78 20.94 41.87 72.40 8822 53.81 80.96 107.56575478 12.95 25.8129844.80 59.5433.29 50.09 68.55 35.6018133.08 5051849.90 725.00 125.00 125.00 125.00125.00 125.00125.00 125.00 1819 84 125.00 125.00 125.00125.00125.00 125.00 125.00 18 132 51.O:i 1D2.0fi 117.33 125.00 125.00131.15 125.00 125.00 14024 2499.79 725.00 125.00 125.00 125.OD 125.00 125.00 125.00 125.00 u 60.14 12029 F7.2 125.00 125.00 125.00 125.00 125.00 125.00 24 38.27 76.55 80.00132.36 125.00 98.36148.00 125.00 105.18JO 78.83 125.00 125.00 125.00 125.00 125.D0 125.00125.00125.00 30 48.119623 125.00 125.00 123.66 125.00 125.00 13223 3030.62 6124 7040f05.e9 140.7378.69 118.40 125.00.15 36 42 fi6.53 133.06 125.00 125.00 125.00 125.00 125.00 125.00 125.00 36 40.10 80.19 138.67 125.00 103.05125.00 125.00 110.1936 25.5251.0358.67 88.24 117.2765.5898.67 731.09 70.12 57.02 114.05131.12 125.00 125.00 146.56 125.00 125.00 125.0042 34.3769.73 118.86 125.00 88.33 132.9D 125.0094.4542 21.8743.74 5029 75.64 100.52 5621 84.57 112.3660.1048 54 99.79114.73125.00 125.00 128.24 125.00125.00137.1348 30.0760.14 104.00 13821 77.29 11629 125.00 82.64 48 19.14 3827 44.00 66.18 87.95 49.18 74.00 98.32 52.59 44.35 88.70 101.98 125.00 125.OD 113.99 125.00 125.00 121.89 64 26.73 53.46 61.46 92.44 122.88 68.70 103.37 137.33 73.46 tid 17.01 34.02 39.11 58.83 76.16 43.72 65.78 87.39 46.75 60 66 39.92 79.83 91.78 138.05 125.00 f02.59 125.00 125.OD 109.7D 60 24.06 46.11 55.31 8320 110.57 61.83 93.03 123.fi0 66.11 60 15.31 311.62 3520 5295 70.36 39.35 59.20 78.65 42.07 36.29 72.SB 83.44 12550 725AD 93.26 140.33 125.00 99.73 66 21.87 43.74 50.29 75.64 100.52 5621 84.57 112.36 60.10 _ 66 13.92 27.83 32.00 48.13 fi3.97 35.77 53.82 71.50 38.25 T2 7B 39.26 68.53 7fi.48 115.04 725.00 85.49 128.63 125.00 91.42 72 20.05 40.10 46.10 69.33 92.14 51.52 77.52 103.00 55.10 72 12.76 25.52 29.33 44.12 58.64 32.79 49.33 65.55 35.06 30.71 61.41 70.60 f06.19 141.13 78.92 118.74 125,00 84.39 78 18,51 37.01 32.55 64.00 85.05 47.56 71.56 95.OB 50.86 _ 78 17.78 23.55 27.08 40.73 54,13 30.27 45.54 60.50 32.36 18 57 118.18 125.00 125.00 125.110 125.00 725.00 125.00 125.00 125.00 18 96 70.17 140.33 125.00 125.00 125.00 125.00 125.00 125.00 125.00 _ _ 18 iqb 46.78 93.56 107.56 125.00 125.E 120.22 125.00 125.00 728.56 24 88.63 125.00 125.00 125.00 725.OD 125.00 125.00 125.00 125.00 24 52.63 10525 121.00 125.00 125.00 13525 125.00 125.00 144.63 _ 7A 35.08 70.17 80.67 121.33 125.00 90.17 135.67 125.00 96.42 30 36 70.91 141.81 725.00 725.00 125.00 125.00 125.00 125.00 125.00 30 4210 84.20 96.80 145.60 125.00 10820 125.00 125.00 115.70 30 28.07 56.13 64.53 97.07 129.00 72.13 108.53 14420 77.13 59.09 118.iB 135.86 125.00 125.00 125.00 125.00 125.00 125.00 36 35.08 70.17 80.67 127.33 125.00 90.17 135.67 125.00 96.42 _ 36 23.39 46.78 53.78 80.69 107.50 60.11 90.44 120.17 6428 42 48 50.65 10129 11fi.45 125.00 125.00 13D.17 125.00 125.00 139.19 42 3D.07 fi0.14 69.14 104.00 138.21 77.29 116.29 125.00 82.64 _ 42 20.05 40.10 46.10 fi9.33 92.14 57.52 77.52 103.00 55.10 44.32 86.63 101.69 125.00 125.00 113.89 125.00 125.OD 121.79 48 26.31 52.63 60.50 91.00 120.94 67.63 101.75 135.19 72.31 _ 48 17.54 35.00 40.33 60.67 80.63 45.08 67.83 90.13 48.21 64 39.39 T8.78 90.57 13623 125.OD 101.24 125.00 125.00 10826 64 64 15.59 31.19 35.85 53.93 71.67 40.0760.30 80.11 42.85 60 35.45 70.91 81.52 122.6t 125.00 91.12 137.09 125.00 97.43 6042.10 48.4072.80 96.75 54.10 81A0 106.15 57.85bD 140328.07 32.27 48.53 fi4.50 36.07 54.27 72.10 38.57683223 64.46 74.11 111.46 148.13 82.83 17A.83 725.00 88.5766 L3346.7853.7880.89107.5060.1190.44120.176428 38.2744.00fi6.18 67.95 49.18 74.00 982 52.59 66 12.76 25.52 29.33 44.12 58.64 32,79 49.33 65.55 35.06 7229.54 78 59.0967.93 102.18135.79 75.93114.25 125.00 81.197235.08 40.33 60.67 80.83 45.08 67.83 90.13 482172 11.69 23.39 26.89 40.44 53.75 30.06 45.22 60.08 32.14 27.27 54.54 62.7094.32125.94 70.09 105.46 140.11 74.95 78 32.38 37.23 56.00 74.42 41.62 62.62 83.19 44.50 78 10.79 21.59 24.82 37.33 49.62 27.74 47.74 55.46 29.67 18 63 106.92 125.00 725.00 725.OD 725.00 125.00 125.00 125.00 725.00 18 108 62.37 124.74 143.41 125.00 125.00 725.00 125.00 125.00 125.OD 18 150 44.91 89.81 10325 125.00 125.00 115.41 173.65 125.00 123.41 24 30 80.19 725.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 24 46.78 93.58 10756 125.00 125.00 120.22 125.00 125.00 128.56 24 33.68 67.36 77A4 116.48 125.00 86.56 130.24 125.00 92.56 64.15 128.30 125.00 125.00 125.00 125.00 125.00 30 37.42 T4.84 86.04 129.42 125.00 96.18 144.71 125.00 102.84 30 26.94 53.89 61.95 93.18 123.84 6925 104.19 138.43 74.05 36 42 53.46 106.92 125.00 137.40 125.00 125.00 146.92 36 31.19 6237 T1.70 107.85 143.33 80.15 120.59 125.00 85.70 36 22.45 44.97 51.63 T7.65 103.20 57.71 86.83 115.36 67.71 45.82 91.65 125.00 117.77 725.00 125.00 125.93 42 26.73 53.46 61.46 92.44 122.86 68.70 103.37 137.33 73.46 _ 42 19.25 38.49 44.25 fi6.5fi 88.46 49.46 74.42 98.68 52.89 48 64 40.1D 80.19 125.00 103.05 125.00 125.00 110.19 48 23.39 46.78 53.78 80.89 107.5D 60.11 90.44 120.17 64.28 48 16.84 33.68 38.72 58.24 77.40 43.28 65.12 86.52 46.28 35.64 71.28 125.00 91.60 137,82 125.00 97.95 64 20.79 41.58 47.80 71.90 95.56 53.43 60.40 10fi.81 57.14 _ 64 14.97 29,94 34.42 51.77 68.80 36.47 57.88 76.91 41.14 60 66 3208 64.15 147.43 82A4 124.1M 125.DD 88.15 60 18.71 37.42 43.02 64.71 86.00 48.09 72.36 96.13 51.42 60 13.47 26.94 30.98 46.59 61.92 34.62 52.10 69.22 37.02 28.16 58.32 134.03 74.94 11276 149.82 80.14 66 17.01 34.02 39.11 58.83 78.18 43.72 65.78 87.39 46.75 66 12.25 24.49 28.16 42.36 5629 31.48 47.36 62.92 33.66 72 78 26.73 53.46 61412 122.86 88,70 103.37 137.33 73.46 72 15,59 31.19 35.85 53.83 71.67 40.07 60.30 80.11 42.85 72 11.23 22.45 25.81 38.83 51.60 28.85 43.41 57.68 30.85 24.67 49.35 113.41 63.41 95.41 126.77 67.81 78 14.39 28.79 33.09 49.78 66.15 36.99 55.fi6 73.95 39.56 78 10.38 20.73 23.83 35.84 47.63 26.63 40.07 53.24 28.46 Lawson Industries, 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's No. 02-0501.05 and 95-1212.09) 2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision E dated 05/14/18, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 18-0529.03) B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 108-1/2" span aluminum 2" x 4"tube mullion with no reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6036, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 18-0529.03) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 108-1/2" span aluminum 2" x 4"tube mullions with no reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6037, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 18-0529.03) 3. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 120" horizontal span and 74" vertical span, 2" x 6" aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6038, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 18-0529.03) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 120" horizontal span and 74" vertical span, 2" x 6" aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6040, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 18-0529.03) f Manuel Perez, P.E. r Product Control Ex n r NOA No. 20- 814.1 Expiration Date: May 30, 3 Approval Date: October 15, 2020 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) B. TESTS (CONTINUED) 5. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullion with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 9. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No: HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 10. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 95-1212.09) 11. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diam P. . (Submitted under NOA No. 95-1212.09) Manuel Perez, P.E. Product Control ExCar r NOA No. 20-0Expiration Date: May 33 Approval Date: October 15, 2020 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61' Edition (2017), prepared by manufacturer, dated 05/24/18, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. I8-0529.03) 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 the FBC 611 Edition (2017), and of no financial interest, dated November 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 17-1212.24) 2. Laboratory compliance letter for Test Reports No. HETI-02-1714, HETI-02-1716, HETI-02-1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 3. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 02-0501.05) 4. Laboratory compliance letter for Test Reports No.: FTL-3619, FTL-3620, FTL-3621, FTL-3622, FTL-3623, FTL-3624, FTL-3625, FTL-3626, FTL-3627, all dated 11/27/02, issued by Fenestration Testing Laboratory, Inc., and signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0128.06) G. OTHERS 1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.", approved on 02/01 / 18 and expiring on 05/30/ 18. J Manuel Perez, P.E. jj Product Control Ex r NOA No. 20- 14.1 Expiration Date: May 30, 3 Approval Date: October 15, 2020 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision F dated 08/10/20, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. 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 71h Edition (2020), dated August 03, 2020, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0529.03 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I., approved on 06/14/18 and expiring on 05/30/23. Manuel PV30,3 Product Control NOA No.20 2 Expiration Date: May Approval Date: October 15, 2020 E-4 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT y AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE o ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. 0 HORIZONTAL MULLION RECTANGULAR ALUMINUM TUBE MULLIONS 0 a n a USING MULLION PROPERTIES ONLY Moo y o LAZING 1'p( a m v w RODUCT GENERAL NOTES: rn a .N c o c + a n z ' I i 3 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE ; REQUIREMENTS OF THE FLORIDA BUILDING CODE (2017-6th Edition & 2020-7th z >: O �'`,� co + N Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). !, z mil. II 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE n w x ,�., O W o 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.zz 5 ] I II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, ti 2 t- GLAZING N _ 3 INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. w E- PRODUCT 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER b z LOADS TO THE STRUCTURE. El 0 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS [] 'F. � _ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. �i 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN* IN THESE DETAILS ARE NOT PART OF THIS APPROVAL ri z p� � 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF p' d�7 WOOD ANCHORS ONLY. l W 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET �' U MULLION SPAN THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4. (i Ij Z 2 WIDTH (W) = W7 + W2 + W3 MULLION & CLIP NOTES: 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET Z g 2 OF 10 FOR DETAILS AND NOTES. t ANCHOR/CLIP ANCHOR/CLIP * REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS o ^ a ` c S HORIZONTAL MULLION 2_ FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET aSR 2 aN 4 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS r `� 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS n VERTICAL 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. o . MULLION + * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS Z a N GLAZING GLAZING LD PRODUCT PRODUCT II a j;i �E cJa Eqq Ti ANCHOR/CLI a a `.... W1 W2 o N ;~o 'i w a 1% e 3' 04 �! G C� oz� PRODUCT REVISED 41w ° Cv .� �:tu w F� w as complying with the Florida W1 + w2 wt + w2 Building Code C3od NDA-No. 20-0874.10 3o7N e, WIDTH (W) = 2 " WIDTH (W) = 2 Ex 'ration Date• 5/3012023 BYo w t?0 TYPICAL MULLION ARRANGEMENTS Mlam ade Product'C trot .;:sM1t�a a a ANCHOR/CLIP GLAZING PRODUCT ANCHOR/CLIP HORIZONTAL MULLION aQ. N 3 VERTICAL VERTICAL MULLION MULLION GLAZING GLAZING GLAZING J PRODUCT PRODUCT PRODUCT � ANCHOR/CLI W1 W2 W3 MULLION SPAN �r GLAZING PRODUCT � GLAZING �I GLAZING PRODUCT PRODUCT o zQ � VERTICAL � MULLION ANCHOR/CLIP � wl wz MULLION SPAN 1.690 L .125 as omplying with the Florid gui ding Codeco .062� 1500 NO No. 20.0814.1 C °d 62 Ex Iratlon Date• W 01202 .156 TYP. - - ,125 w A T gy; w h e 00 3.000 ].500 Miam pade� Produe�!'Co trol M C W o 1.405 1.732 .125 G U p w a.o6o a.000 a1s o �.. z N 3.000 3.062 3.000 .115 2 X 4 TYPICAL 4 2.000 1.732 2.062 2.000 2 > & � z h WINDOW FRAME w o O W STD. TUBE z q z L0 a.so0 MULLIONL Ln W = a o 2X MULLION CLIP I I I I IF °° o- .a o 1. 6063-T6 .100�1 io 2� h-1.000-�I .156' ,102 b1.000� .156r1 .178 �1 .7 "', Z I 6.000 III- 1.186 IF-1062 1.188 la 'L' OPTIOTNAL L 2X6 1 X4 1 X3 1 X3 1 X2 1 X2 W STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION -CUSTOM MULLION V w MULLION 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 E^ to } I I Ixx: 2.070 in4 Ixx: 1.000 in4 Ixx: 0.950 in° Ixx: 0.370 in4 Ixx: 0.330 ina. !) a I Sxx: 1.035 ina Sxx: 0.667 ina Sxx: 0.633 ina Sxx: 0.370 ina Sxx: 0.330 ina z C Z U (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME)vi ~ o j STANDARD TUBULAR SHAPES i•-2.000--i y T'" ;I TYP. WALL = 125• ALL I I I N U li ALLOY 6063-T6 �1.000�( ,125 dl W w .750j TYPICAL GLAZING PRODUCT L000 E, .124 r .125 :_]__I ° I6o A2.0OD .125 2.25Dr � .125 � a 4.000 7-- 't A _ i 6.000 3.000 til 125 2.000 0 4.500 j c o r N N 1 X MULLION CLIP 2.000 3.0004.000a.000 +.w �V oom 6063-T6 1 X 4 IU 1 X 3 1 X 2 r a .- MULLIONS CONTAINING STD. TUBE MULLION STD. TUBE MULLION STD. TUBE MULLION 6063-T6 6063-T6 6063-T6 oI: NOTCH �' TYPICAL GLAZING PRODUCTS 2 X 6 2 X 4 a a a w oPTIONAL HORIZONTAL OR VERTICAL Ixx: 2.070 in. Ixx: 0.950 in. Ixx: 0.330 in. « LL LL Sxx: 1.035 ina Sxx: 0.633 ina Sxx: 0.330 in v o a S cam,, a o SEE WINDOW OR DOOR APPROVAL FOR STD. TUBE MULLION STD. TUBE MULLION m 3 ft FASTENERS SIZES AND SPACING 6063-T6 6063-T6 v e a Ixx: 8.280 in4 Ixx: 2.980 in -,', -" Sxx: 2.760 ins Sxx: 1.490 ins $ I E E E j v 2a ; U tJ O U p L� RECTANGULAR ALUMINUM TUBE MULLIONS Q o L USING MULLION PROPERTIES ONLY INSTRUCTIONS: „�R """"`•:c.ev USE CHARTS AND GRAPHS AS FOLLOWS. :.(u THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ; . , •,.•• ••. AND CAN BE USED WITH ALL LAWSON'S -MIAMI-DADE a ,'°s STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. w � u. COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. o :4 c� cJ7 C -p STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD p LnN N at a NOTCH REQUIREMENTS. 0 22 N uy ' 6 •' OPTIONAL STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. NOTES: .:�m l2s MIN. STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET 20 m 2.000 USING CHARTS ON SHEET 3 OF 10 SELECT MUWON SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. oo , .• eq 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED�� SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR c 'r,Q� �• ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. A CLIP LENGTH MULL "L" 1 X 2 1,686' 1 X 3 2,688' 1 X 4 3.686' 2 X 4 3,688' 2X6 5.688' I TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS � c z o M y z a M I C O � til v o 10 A o moo Z > z y �Z a z m2a a a o i a � w M ti W P, z C F z �o A � x �~ z z 0 (n o �w a ro a p D E i E+ U a w �Q z z W v e n o 0 N N N N N O u *r' is�, w 'w 4 a y 4 L t N L o 4 U U o U "m t O O 3 3 u 3 z z ° `o `o si �EE3E x U U O U Q . HORIZONTAL MULLION ,iaq p�eP LAZING TYPICAL MULLION ARRANGEMENTS .-.. _.........�f sA PRODUCT MULLON \`\ ARCHES TO BE INSCRIBED c 'A'' rr N C €�e19%0'w Z INSIDE RECTANGULAR SHAPE o2e ? r=fin LD NOTE • z2 GLAZING GLAZING a PRODUCT REVISED ,t •. Gj PRODUCT PRODUCT N MULLIONS RATED IN THESE' CHARTS MAY BE ORIENTED as complying with the Florida Building Code o ci =: t7 e' VERTICALLY OR HORIZONTALLY. I r GLAZING cvslNc (INTERPOLATION BETWEEN WIDTHS ALLOWED} NOA-No. 20-0814.10 � .,J�.. , ..... t •:,' eee PRODUCT PRODUCT Ex (ration Dale• $/30/2023 O �` ' ,•,� tY .� `^, I a `}!• a I WIDTH (W) - W1 + W2 By: a :altgilEz`- W1 W2 2 Mlam pade Produc)Mo trol d MULLION SPAN Ll Width w MULL SPAN 1 X 2 1 X 3 1 X 4 2 X 4 2 X 6 Width w MULL SPAN 1 X 2 1 X 3 1 X 4 2 X 4 2 X 6 Width w MULL SPAN i X 2 1 X 3 1 X 4 2 X 4 2 X 6 18 38- 3f8" 125.0 125.0 125.0 125.0 125.0 18 74-1/4" 28.3 81.5 125.0 125.0 125.0 18 12D" - 19.3 42.1 60.5 125.0 24 125.0 125.0 125.0 125,0 125.0 24 21.2 61.1 133.2 125.0 125.0 24 31.5 45.4 126.2 30 123.0 125.0 125.0 125.0 125.0 30 17.0 48.9 106.5 125.0 125.0 30 25.2 36.3 100.9 36 102.5 125.0 125.0 125.0 125.0 36 40.7 88.8 127.8 125.0 36 21.0 30.3 84.1 42 87.9 125.0 125.0 125.0 125.0 42 34.9 76.1 109.5 125.0 42 18,0 25.9 72.1 48 76.9 125.0 125.0 125.0 125.0 48 30.6 66.6 95.8 125.0 48 15.8 22.7 63.1 54 68.3 137.6 125.0 125.0 125.0 54 - 27.2 59.2 85.2 125.0 20.2 61.5 123.9 125.0 125.0 125.0 6024.4 53.376.7 144.2 018.2 66 55.9 112.6 125.0 125.0 125.0 66 22.2 48.4 fi9.7 131.166 16.5 72 51.3 103.2 125.0 125.0 125.0 72 20.4 44.4 63.9 120.2 72 15.1 J56.160 78 47.3 95.3 125.0 125.0 125.0 78 18.8 41.0 59,0 110.9 78 18 50-5l8" 89.3 125.0 125.0 125.0 125.0 1856.3 122.6 125.0 125,0 1831.6 132" 45.5 24 67.0 125.0 125.0125.0 125.024 42.2 92.0 132.4 125.024 23.734.1 30 53.6 142.3 125.0 125.0 125.0 30 - 33.8 73.6 105.9 125.0 30 - - 19.0 27.3 75.8 36 44.6 118.6 125.0 125.0 125.0 36 28.1 61.3 88.3 125.0 36 15.8 22.7 63.2 42 38.3 101.7 125.0 125.0 125.0 42 24.1 52.6 75.7 125.0 42 19.5 54.2 48 33.5 89.0 145.4 125.0 125.0 48 21.1 46.0 66.2 140.8 46 - - - 17.1 47.4 54 29.8 79.1 129.2 125.0 125.0 54 - 18.8 40.9 58.8 125.2 54 - - 15.2 42.1 60 26.8 71.2 116.3 125.0 125.0 60 - 16.9 36.8 53.0 112.7 60 - - - - 37.9 66 24.4 64.7 105.7 125.0 125.0 66 - 15.3 33.4 46.1 102.4 66 - - - 34.5 72 22.3 59.3 96.9 139.5 125.0 72 - - 30.7 44.1 93.9 72 - - - - 31.fi 78 20.6 54.7 89.5 128.8 125.0 78 - - 28.3 40.7 86.7 78 - - - - 29.2 18 57" 62.6 125.0 125.0 125.0 125.0 18 96" - 37.7 82.1 118.3 125.0 18 144" - - 24.3 35.0 97.4 24 4fi.9 135.1 125.0 125.0 125.0 24 - 28.3 61.6 88.7 125.0 24 - - 18.3 26.3 73.0 30 37.5 108.1 125.0 125.0 125.0 30 - 22.6 49.3 71.0 125.0 30 - - - 21.0 58.4 36 31.3 90.1 125.0 125.0 125.0 36 - 18.8 41.1 59.1 143.8 36 - - - 17.5 48.7 42 26.8 77.2 131.1 125.0 125.0 42 - 16.2 35.2 50.7 123.2 42 - - 15.0 41.7 48 23.5 67.5 114.7 125.0 125.0 48 - - 30.8 44.3 107.8 48 - - - - 36.5 54 20.9 60.0 101.9 146.8 125.0 54 - - 27.4 39.4 95.8 54 - - 32.5 60 18.8 54.0 91.7 132.1 125.0 60 24.6 35.5 86.3 60 29.2 66 17.1 49.1 83.4 120.1 125.0 66 22.4 32.3 78.4 66 26.6 72 15.6 45.0 76.5 110.1 125.0 72 - 20.5 29.6 71.9 72 - - - - 24.3 78 - 41.6 70.6 101.6 125.0 78 - - 19.0 27.3 66.3 78 - - - - 22.5 18 63" 46.3 133.4 125.0 125.0 125.0 108" 26.5 57.7 83.1 125.0 18 150" 31.0 86.1 24 34.8 100.0 125.0 125.0 125.0 19.9 43.3 62.3 125.0 24 23.3 64.6 30 27.8 80.0 125.0 125.0 125.0 15.9 34.6 49.8 136.3 30 18.6 51.7 36 23.2 66.7 125.2 125.0 125.0 K48 28.8 41.5 113.6 36 15.5 43.1 42 19.9 57.2 107.3 125.0 125.0 24.7 35.6 97.4 42 36.9 48 17.4 50.0 93.9 135.1 125.0 21.6 31.1 85.2 48 54 15.4 44.5 63.4 120.1 125.0 19.2 27.7 75.7 54 28.7 60 40.0 75.1 108.1 125.0 60 17.3 24.9 68.1 60 25.8 66 36.4 68.3 98.3 125.0 66 15.7 22.7 62.0 66 23.5 72 - 33.3 62.6 90.1 125.0 72 - - - 20.8 56.8 72 - - - - 21.5 78 30.8 57.8 83.2 125.0 78 19.2 52.4 78 19.9 2X MULLION CLIP 6063-T6 'L ate. �� olio 1 X MULLION CLIP 6063-T6 T TCH OPTIONAL .I25 MIN. 2.000 L ANGLE CLIP I I+-2.000 6063-TG N 2MULL ON 6.000 STD. TUBE I STANDARD TUBULAR SHAPES -TYP. WALL = 125" ALL ALLOY = 6063-TS TYPICAL GLAZING PRODUCT 4.000 � .062 a2s 1,000 .125 312 S 2.688 1.00125 1.500 .668 .668 .6I �c1 4.000 '115 3,000 3.000 4.0003.625 00 L L_ L., F-1.000� IO2 LLI162 I 1 X 3 1.188 .te9��'o6z-�i 1 X 4156 STD. TUBE MULLION 1 X 3 1 X 4 STD. TUBE MULLION 1 X 3 6063-T6 CUSTOM MULLION CUSTOM MULLION 6063-T6 CUSTOM MULLION 6063-T6 6063-T6 4 4 Ixx: 2.6 a Ixx: 2.168 in°. Ixx- 2.218 in Ixx: 4.709 in. Ixx: 4.709 in. Ixx: 2.168 in. 3 3 3 3 Sxx: 1.445 in. Sxx: 1.479 in3 Sxx: 2.355 in. Sxx: 2.355 in. Sxx: 1.445 in. (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS caxs.a HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 FASTENERS SIZES AND SPACING STD. TUBE MULLION STD. TUBE MULLION 6063-T6 6063-T6 Ixx:19.648 in4 Ixx: 7.649 in 3 3 CLIP LENGTH "L" 1.688' P2X 2.688' 3.688' 3.688' 5.688' Sxx: 6.549 In. Sxx: 3.825 In. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL. ' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. ALL CLIPS AND ANGLES ARE TO FIT USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. IN STEP I ABOVE. 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. PRODUCT REVISED as complying with the Florida Building Code NoA-No. 20-0814.10 Ex iration Date• 5/30/2023 By Miam wade ProducIt'Co trot RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY ]THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT g AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE 6i COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. c 0 m NOTES:. 1. REFER TO THE GENERAL NOTES ON SHEET ° z 1 OF 10 FOR BUILDING CODE COMPLIANCE. c 2. MULLIONS MAY BE ORIENTED VERTICALLY OR �o HORIZONTALLY. a 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS.