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HomeMy WebLinkAboutNotice of Acceptance - imp 3-5 MIAMI DADE� MIAMI-DADE COUNTY 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 N I ; . _ EPTANCE (NOA) www.miamidade.gov/economy Lawson In'ustries,Inc. a., 8501 NW 90 Street Medley,FL 33166 This NOA is being issued under the applicable rules and regulations governing the use of construction AeL.i 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 i cludin:t e High Veloci urf cane Zo e.- ESCRIPTION: Clip'ed Extruded Aluminum Tube ull'on w/an• w o tel•1 'ei fo ce I est—L • 'PRO A DO U"i : Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions"sheets 1 through 10 of 10,dated 04/27/10,with reyision E dated 05/14/18,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 Acce.tance number and ex.iration date b the Miami-Dade County Product Control Section. ISSILE 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. Failurie 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 i+s 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 it's distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.17-1212.24 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. I� NOA No. 18-0529.03 MANMADE COUNTY .'MtR?'.°:'AP,-PROVED ::''l /60)15 Expiration Date: May 30,2023 Approval Date: June 14,2018 Page 1 t f 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 D dated 11/21/17,prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. 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) 2. 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) 3. 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) 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 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) 5. 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) Manuel Perez, Product Control Exa NOA No. 18-0 •" Expiration Date: May 30,2023 Approval Date: June 14,2018' E-1 • Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 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) 7. 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 Diamond,P.E. (Submitted under NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12,prepared, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 12-0127.07) 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 6th Edition (2017), and of no financial interest, dated November 17,2017, issued, signed and sealed by Thomas! J. Sotos, P.E. 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) j i tel Manuel P• • ,P.E.'' Product Control xa iner NOA No. 1: !'29.03 Expiration Date: May 30,2023 Approval Date: June 14,2018' E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 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 NDA No. 03-0128.06) 5. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 04/07/17, signed by Nelson Erazo. G. OTHERS 1. Notice of Acceptance No. 17-0222.13 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement— L.M.I.", approved on 04/13/17 and expiring on 05/30/18. 2. One year approval, subjected to successful verification test. 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 E dated 05/14/18,prepared by manufacturer, I signed and sealed by Thomas J. Sotos,P.E. 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 I 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. 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 I' 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. rJ li Manuel Pere •. Product Control E .mine NOA No. 18-i 9.0 Expiration Date: May 30,2023 Approval Date: June 14,2018 E-3 I Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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. 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. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017),prepared by manufacturer, dated 05/24/18, signed and sealed by Thomas J. Sotos, P.E. D. QUALITY ASSURANCE I' 1. Miami-Dade Department of Regulatory and Economic Resources (RER) II E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. 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. !i I r Ii 1j.:/i4, _f 66 Manuel 'erez, ' Product Control Ex, r NOA No. 18 I '.03 Expiration Date: May i,2023 Approval Date: June 14,2018 E-4 —_.—.- THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT h AND CAN BE USED WITH ALL LAWSON'S MIAMhOADE C ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. o 0 GLAZING HORIZONTAL MULLION RECTANGULAR ALUMINUM TUBE MULLIONS w o y- .. ca 4 PRODUCT USING MULLION PROPERTIES ONLY ?• , ANCHOR/CLIP —HORIZONTAL MULLION GLAZING vii a cl;p o to m PRODUCT GENERAL NOTES: m o,,, z o 1 (' 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE Z 2 f i 3 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-5th Edition&2017-6th z> a a \--,/ A' --.� �'', •'• + t„ Edition)INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 'z C Z W VERTICAL VERTICAL II 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE §w x2 W o : MULLION a MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS 1.E: WIND LOAD, WATER oG;:,z .al c;,+ o INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. `2 5 p .21 II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS. 2 G zi GLAZING GLAZING GLAZING 4 GLAZING ;2INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. 2 C4 vi +y PRODUCT 4.WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER V �7- z H PRODUCT PRODUCT PRODUCT 2 LOADS TO THE STRUCTURE. ' e E, 14 E I- 5.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS 0 Fg _ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Z y 0 z ' ?ANCHOR/CLI a 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS N � � � ; ARE NOT PART OF THIS APPROVAL. „� d g '• ~''• 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF p B a. 0 a " I ,, WOOD ANCHORS ONLY. Vitil 0 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, H w THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET F w 6 Wt ,,,e, Yt2 -+ W3 MULLION SPAN THE REQUIREMENTS' OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4. 2 • MULLION SPAN I} 4 I WIDTH (W) = Wi + W2 + W3 MULLION & CLIP NOTES: 1 n 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET '`� 2 OF 10 FOR DETAILS AND NOTES. sl- l ANCHOR/CLIP ANCHOR/CLIP • REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS o r ' /-- HORIZONTAL MULLION 2. • FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET' N-N R �eC �/ 4 OF 10 FOR DETAILS AND NOTES. tr 4 i ill':( ' REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS -.E:- - a L. GLAZING 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS « « w w " VERTICAL PRODUCT , 6, `- 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. ,Lo. w g MULLION ' + r • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS « V o 5 GLAZING GLAZING o zda S ' ° z PRODUCT PRODUCT _l i GLAZING GLAZING z II 0E E PRODUCT PRODUCT o z =' a a : VERTICAL _Ja- m " c i F ANCHOR/CLIP-\Y MULLION . _ -- . .. - ANCHOR/CLIP ��;`ott/1lI41 � 46 13 W1 y W2 W1 .-k W2 Q�:y4,1 •p P} QST MULLION SPANPRODUCT REVISED _ W ~, as complying with the Florida 4�� o �• Q•• -,• Building Code q.0 a s— 4 •+�� WIDTH W wt + W2 WIDTH (W) = wt + W2 Arun, �y,18.o 3 x - .-_------- ,y ( ) — E,:' tionDate u//_�°il P.F.--4. -_ :,_ �`, 2 2 BY,tffi......`�%'J:i a. ,�4-I,,I,t�l PliGi6 •�t�i,` TYPICAL MULLION ARRANGEMENTS' Mi.. Dade Product ,.<- EH . 1 • L690 .125 I` 1,��j` .062 1 1.500 O .156 iYP. j TO 6 .� =__I ���i �3�s .062 i-d25 q "------�II\���7N1U1�\gcln� a�A�\��V�1�\M1VI�I •�- "to to - 3.000 1 Fr_____ L�1'500 ;i3 ial N DI C . 1.405 It 962 4.000 _ 4.500 .ltS 1.732 7 .125 N o VO�- o c z3.000 3.062 3.000 .115 o •a m LL4 d 2 x 4 TYPICAL 2.n00 1732 2062 �+, n7 W y 4.500 1 STD. TUBS mNOGW FRAME 2.aGo Z z g Z to MULLIONI o o C1 ca 2X MULLION CLIP (( 111 to 0_ a z o 6063-16 .1611-1-L.,00 F-1A00.,,,1 •I56--1 102 '�L000_.J .156-�I 978 ..T G t '� 6.000 L OCE-. x•1.166-.. F-1.062 -1.188-- F-1.062 .1 `,�^ a OPTIONALOL 2 X 6 1 X 4 1 X 3 1 X 3 7 X 2 1 X 2 W S or '/- STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION C�7STOM MULLION CUSTOM MULLION h .4 T3 w3� MULLION 6063-T6 6003-T6 6063-T6 6063-T6 6063-T6 4 F N6 f Ixx: 2.070 int. Ixx: 1.000 in° Ixx: 0950 int Ixx: 0.370 int. Ixx: 0.330 in (} F Ni ��//�� E 2000 I Sxx: 1.035 in" Sxx: 0.667 in" Sxx: 0.633 in" Sxx: 0.370 in Sox: 0.330 in" 'Z ".1 2 5g I � \�,�\'.<" ,, (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) ~ "^ TO S � / STANDARD TUBULAR SHAPES � ` ✓ O. rn \\\ +- • •ext `EVISF.D Tn TYP.WALL=.125'ALL 1 Z�000 complying wil}1111e Florida ,F� q ,.3 U Duilu ng Cade Cry) d �r ALLOY.. 6063-16 rL000� .225 Acccrt¢nce No I; T "r ,1 .750 A. TYPICAL T- LxpitIti0n Date Z, I ' •x „. t ' 1JJ GLAZING PRODUCT re w 1.000-1 By � Fr I .125Miaml.x,, •941 'I^--8.500---{2.500 .125 2250 I I.Uno 1 ! L .1zs 4 I 1 4.000 z �I 6900 3.000 v iil¢I • 2.000 g 4,500 _ o o 15 MULLION CLIP 4200 U V r yep 2.000 - 3.000-x+ 4.000-" 4,3 6063-16 4 ,de 8 &o es's 7 X 4 1113 7 X 2 = � a� o MULLIONS CONTAINING STp. TUBE MULLION STD. TUBE MULLION STD. TUBE MULLION " : W •L•� NOTCH L•� TYPICAL GLAZING PRODUCTS 6063-T6 6063-16 6063-T6 q u w u oPTTONAL lip l/ HORIZONTAL OR VERTICAL r xz: 2.070 ini Ixz: 0.950 int. Ixz: 0.330 in° . I: •y " 4 / � STD. TUBE MULLION STD. TUBE MULLIONSxx: 1.035 in3 Szx: 0.633 in3 Sxx: 0.330 in3 ¢ D oNN '\J� '�/ SEE WINDOW OR 000R APPROVAL FOR -0 5 " 14 Ut \7/ \�/ 6063-16 6063-16 a o 2 a FASTENERS SIZES AND SPACING a a ru Ixx: 8.280 in. In: 2.980 in, a 1a - 3 Sxx: 2.760 in� Sxx: 1.490 in x c 2 1 8 O m 0 RECTANGULAR ALUMINUM TUBE MULLIONS a x /� L. CLIP LENGTH ' " " 0 3 `� _ _ �/0� USING MULLION PROPERTIES ONLY ----.--0,---e04111111,11,04:4 e - e \ rTa041,: MULL "L" INSTRUCTIONS: 1 X 2 1.688' USE CHARTS AND GRAPHS AS FOLLOWS, THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT m 4�1�a��y1 1�1ty AND CAN BE USED WITH ALL NON-IMPACTMS MIAMI-DADE 1 X 3 2.688' STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. �,�0 907,.................... ti COUNTY APPROVED IMPACT AND PRODUCTS. my !�; -N ., F. ,reNOTCH I X 4 3.688' STEP 2 RUSE EOUlR APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD Oa . w F i3 `/v IL/M. .4• OPTIONAL VfFam4> � if 2 X 4 3.668' STEP 3 USE CONNECTION TO MUWON AS PER PRODUCT NOTES: i{is K+ iAl '! ' APPROVAL '*1fc�,wy Nt% ;�• .125 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET ".,o `!'. -"'�� a' , 2.900 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE, Or ',. it 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED x14., ✓ I SNUG INTO TUBE MULLIONS. IN STEP 1 AROSE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR F.t."�� • . 1 15 ANGLE CUP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. 5.. ••'t. tA,.I' 6063-Ts INTO TUBE MULUONS. SEE OPTIONAL STEP 6 ON SHEET 9.SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET t OF 10 FOR TYPICAL MULLION w 2.000 -I ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. a ..+.., o - -- -TUBE MULLIONS I TUBE MULLIONS TUBE MULLIONS Lo Width(w) MULL SPAN _1X21X_3 1X4 2X4 _2X6 Width(w) MULL SPAN 1X2 1X3 1 1 X 4 2X4 2X6 Width(w)_MULL SPAN 1X2 1X3 1X4 2X4 2X6 q Z 18 125.0 125.0 125.0 125.0 125.0 18 28.3 81.5 125,0 125.0 125.0 ' 18 - 19.3 42.1 60.5 _ 125.0 e g o .a 3 24 125.0 125.0 ' 125.0 125.0 125.0 24 21.2 61.1 133.2 125.0 125.0 IIMMI - - 31.5 45.4 126.2 as m 0 `z 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 n m h y ..' 36 102.5 125.0 125.0 125.0 125.0 36 - 40.7 86-8 127.8 125.0 WM - - 21.0 30.3 84-1 n v o 42 87.9 125.0 125.0 125.0 125.0 42 - 34.9 76.1 109.5 125.0 MOM - - 18.0 25.9 72.1 , tri oa S o 0 ,o 48 38-318" 76.9 125.0 125.0 125.0 125.0 48 74-114" - 30.6 66.6 95.8 125.0 48 120" - - _ 15.8 _ 22.7 63.1 m a m 0 < 54 _ 68.3 137.6 125.0 125.0 125.0 54 - 27.2 59.2 85.2 125.0 54 - - - 20.2 56.1 0 o ' 60 61.5 123.9 125.0 125.0 125.0 60 24.4 53.3 76.7 144.2 60 �v 18.2 50.5 Z Y h to .4 a •66 55,9 112.6 125.0 125.0 125.0 66 - 22.2 48.4 69.7 131,1 4 - - - 16.5 _ 45.9 Z c z z-• 72 51,3 103.2 125.0 125.0 125.0 72 - 20.4 44.4 63.9 120.2 =En - - - 15.1 42.1 0 W= 2 g 78 47.3 95.3 125.0 125.0 125.0 78 18.8 41.0 59.0 110.9 38.8 m a a tZ Cl 18 89,3 125.0 125.0 125.0 125.0 18 - 56.3 122.6 125.0 125.0 - - 31.6 45.5 126.4 j N 24 67.0 125.0 125.0 125.0 125.0 24 - 42.2 92.0 132.4 125.0 - 23.7 34.1 94.8 t m I 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 P a 36 44.6 118.6 125.0 125.0 125.0 36 - 28.1 61.3 88.3' 125.0 Will - - 15.8 22.7 63.2 v Z LI 42 38.3 101.7 125.0 125.0 125.0 42 ^ - 24.1 52.6 75,7 125.0 - - - 19.5 54.2 e F 7 E 48 50-518" 33.5 , 89.0 145.4 125.0 125.0 4884" - 21.1 46.0 66.2 _ 140.8 48 132" - - - 17.1 47.4 U t... ] o 1 _ 54 _ 29.8 79.1 129.2 125.0 125.0 54 _ - 18.8 40.9. 58-5 125.2 IMilli - - - 15.2 42.1 Z `' u' 60 26,8 71.2 116.3. 125.0 125.0 . 60 - 16.9 35.8 ' 53.0 112.7 60 ' - 37.9 o 66 24.4 64.7 105.7 125.0 125.0 66 - 15.3 33.4 48.1 _ 102,4 66 _ k. a 3 d 72 22.3 59,3 _ 96,9 139.5 125.0 72 - - . 30.7. .44.1 93.9 ® - - - - 31.6 Q 78 20.6 54,7 89.5 128.8 125.0 76 28.3 40.7 86.7 - - 29.2 W 18 62.6 125.0 125.0 125.0 125.0 18 _ - 37.7 82.1 ' 118.3 _ 125,0 - - _ .24,3 35.0 • 97.4Cij a § ; 24 46.9 135.1 125.0 125.0 125.0 24 - 28.3 61.6 _ 88,7 125.0 MEI - - 18.3 26.3 73.0N F r 5 30 37.5 108.1 125.0 125.0 125.0 - 30 _ - 22.6 49.3 71.0 125.0 Dill - - 21.0 58.4 ' 0 3 36 31.3 90,1 125.0 125.0 125.0 36 - 18.8 41.1 ' 5911 143.8 0 - - - 17.5 48.7 ? g a 42 26,8 77.2 131.1 125.0 125.0 42 - 16.2 35.2 50.7 123.2 IIIIMI - - - 15.0 41.7p i t 48 57" 23.5 67.5 114.7 125.0 125.0 48 96" - 1 144" _ - - - 36.5 a • - 30.8 44.307.8 . 1 54 20.9 60.0 101.9 146.8 125.0 54 - - '27.4 39.4 95.8 MEM - - 32.5 �V z 3 60 18,8 _ 54.0 91.7 132.1 125.0 60 - - 24,6 35.5 86.3 , - - - 29.2 0 g • I 66 17,1 49.1 83.4 120.1 125.0 66 - - 22.4 32.3 78.4 66 - - - 26.6 = a c m f 72 15.6 45.0 • 76.5 110.1 125.0 72 - - 20.5 29-6 71.9 =En - - - 24.3r1 1 ti r A. 78 41.6 70.6 101.6 125.0 78 19.0 27.3 66.3ifill 22.5 --' " J:§ 18 46.3 133.4 125.0 125.0 125,0 18 - 26.5 57-7 83-1 125.0 - - - 31.0 86,1 9 - '%. a 24 34,8 100.0 125,0 125.0 125.0 24 _ - 19.9 43.3 62.3 125.0 Z - - - 23.3 64.6 a oa 2 W o h 30 27,8 80,0 125.0 125,0 125.0 30 - 15.9 34.6 49.8 136.3 MEM - - - 18.6 51.7 w ` - C V> b 36 23.2 66.7 125.2 125.0 125.0 36 - - 28.8 41.5 113.6 111MI - - - ' 15.5 43.1Y ` m U TTS ' 42 19.9 57.2 107.3 125.0 125.0 42 - - 24.7 35,6 _ 97,4 - - - - 35.9 T a a 13$ N o 48 63" 17,4 _ 50.0 93.9 135.1 125.0 48 108" - - 21.6 31.1 85.2 48 150" - - - - 32.3 g c ; a 1 1 54 15,4 44.5 83,4 120.1 125.0 54 - - 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 ;a ' ' z Z 66 - 36.4 68,3 98.3 .125.0 66 - - 15.7 22.7 62.0 - - - - 23.5 i? o o a k -Z, 72 - 313 62.6 90.1 125.0 72 - - - 20.8 56,8 ® - - - - 21.5a I o w . 1 *,6 .78 - 30.8 57,8 83,2 125.0 78 - - - 19.2 52.4 78 _ - - - 19.9 I' o 1 s .. HORIZONTAL MUWON - .- -- - - - ,t,�le#uf�f4jff�i . GLAZING _ TYPICAL MULLION ARRANGEMENTS •♦� 3 �i VERTICAL PRODUCT m ♦♦♦,��n.'"� u.•�"��,,,,, r MULLION .�1 ARCHES TO RE INSCRIBED o o:�a.. 4-l'S INSIDE RECTANGULAR SHAPE {.. >� : Z o Zya. y N 0 ©� GLAZING GLAZING o NOTE: 2 ... -tiy e PRODUCT PRODUCT a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED • PRODUCT REVISED .--t;.-:t , ECA 3 as complying with the Florida Q o tu2SV O1 tel' GLAZING GLAZING VERTICALLY OR HORIZONTALLY. D ildinsCade oam :::::-.0:7.-: 4PRooucr PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) Aacep'�''uPb IS-� '.�$_ mmaitaLioa Dale ik1S L.:.g�j '-1 i.., Iwl + w2 f'�L W1 j� W2 WIDTH (W) = sy /,�/L.-'•!_ /, wI - MULLION SPAN 2 tti-"iaode ProduU ''.ol� Ea.., O - --- - = i -/-�-1.649_c- - _ ._ _ 125 1.000 • i // � �������'''jjj'''�I .a62� i, r .668 r( 312 i.000 1.500 O7 07 .. -PNj � .125 062 I .680 125 / A F.. ��1 r 5 1 .125 o C z .156 TVP. / ,I,_+I +o Q w 655x• .W\\V%1tt4V1%\I J } �+� i.�y IrtI yo•• 14053959 15 I1.732 vi o m d .314 o 4.000 + Oa0 3A62 0+ <.0007.625 '/ 3.090 2.666 ° _ m 4 02x4 1 / WvSTD. TUBE / r + 3 U]MULLION 'TOPIow FRAME % ?J= Zcy w2X MULLION CLIP i65 .i56 }} ....6063AT5L102 •t02 1 X 3 l.I66- a a / 2 X 6 1.062- 1.062- `„s�" W ,a, 6.x00 /STD. TUBE 1 X 4 STD. TUBE MULLION 1 X 3 1 NOTCH 1' 1 < 1 X 4 1 X 3 6063-16 L' OPTIONAL ION STD. TUBE MULLION CUSTOMMULLIONEs] z %w11.7- CUSTOM MULLION m 12 / hi 6063-T6. US OM w. +N V 606J-T6 6063 • Ivy: 2.16$ i0. , int 4 t txx: 2.218 in z 1 j xx: 4.709 +n. lzx: 4.709 ;n. I, . 2.788 in. 3 "4Jijll T 3 Sxx: L445 in. Sxx: 1.479 in� '11.. g H x a I Sxx: 2.355 in. Sxx: 2.355 in. xx: 1.445 +n. Jam/ 1v /�/ �� ' 2.000 (FLANGE FRAME) - • (FLANGE FRAME) (FIN FRAME) y STANDARD TUBULAR SHAPES 21700 (ppppp'''''''�' A. "A. ., O TY?.WALL= .125"ALL �,,, CID "x ALLOY=6063-T6 1.580 Li .750 TYPICAL •,Lr Al 1 8+ L_ GLAZING PRODUCT Lx ) ii� / - 2.000 - �"�� j 43 1 t.00D -=i.6zs I I 2 2.000 325 2.250 \ :+. \\ 1 1 0.000 {�'+,.rn.:.+,i,. `�..+ �' Z I • 6.000 112 5.M,0. 012"O.C. 4.000 "*i-.125. • +�n 4.500 i - .- ',57.1 20 av E IX MULLION CLIP 3.090 4,000 -- , /•• '�4 3.625 % c 7 6063-T6 If ° •' s co MULLIONS CONTAININ ; . z t "L' -L-L"� TYPICAL GLAZING PRO/UCTS C405.4 i o �t � - ' f NOTCH \� OPTIONAL 4111111011'1' HORIZONTAL 0- RTICAL p�„,r.,, PRODUCT 4Vxo ihS69 odwith lilc flmidam '' eoaoI SEE W NDOW 4DR APPROVAL FOR Z X 6 2 X 4 3uild og Code rs.*_ 4 + 0mnaTv�M#,,e'''''' FASTENE" SIZES AND SPACINGAccerYf4600 a STD, TUBE MULLION STD. TUBE MULLION 9,1 Tv Exrrali9aDztc i���O-//S�'�►X23 u e _o o z a I 6063-16 6063-T6 '7I7 f . 'PA--;- 'z a o E "+ ix.:19.648 int lxx: 7.649 in N. .y:'bade'uduxt •'I 2, ' u u as o ' za,,A� CLIP LENGTH sxx: 6.549 in3 Sxx: 3.825 ;n3 r }` a ' e L.� L•' \ RCTANGU AR A MINUM TU: MU :.S Z ' - K '- '< MULL ^LH INSTRUCTIONS: USING MULLION PROPERTIES ONLY .01tDaltm4 \j `� _ - "" USE CHARTS AND GRAPHS AS FOLLOWS. • \;\ti yY {') 3+P,++ 1 X 2 1.688' MISSILE ;d.,.r 1- ® STEP I DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. THESE MULLIONS SEE WITHTED FOR LARGE IMPACT a4° n9ro 2688' AND CAN BE USED ALL LAWSQN S MIAMI-DADE ta 'or +1 ti �f 10 rm STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. ,} NOTCH 3.688 REQUIREMENTS. oL .'M^ d Ct 0%....1 ,'- 'OPAONAL STEP 3USE CONNECTION TD MULLION AS PER PRODUCT NOTES' ,„,:a�yr,U ,n e 5;dy.� EEO 3.688' APPROVAL. ,...,••,..: y, J O a, 1 1 025 MLN. Mn 6.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET io n-�"- "�.+ �+;-, 1 OF 10 FOR BUILDING CODE COMPLIANCE. oma. r" •.�, z�,.� „,11*..1 2000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 2.. 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR F4 , y ,•:',;e'' ti+, Wil=I SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. m �+ 1 HORIZONTALLY. .s ..,FT:... ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THOU 9 AND ANCHOR CHARTS G INTO TUBE MULLIONS. SEE OPTIONAL STEP3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 02 6063-76 Q ON SHEET 9.SELECT ANCHOR TYPE WITH DESIGN RATING 4-2.000-I ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. • 0 ,---=-- - - - STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS ,Width(w) MULL SPAN 1 X 3 1 X4 2X 4 2 X6 Width w MULL SPA N_ 1 X3 1 X4 _ 2 X 4 2 X6 Width(w) MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 Li o -. 18 125.0 125.0 125.0 125.0 18 125.0 125.0 125.0 125.0 18 44.0 95.7 125.0 125.0 o z 125.0 125,0 125.0 125.0 24 139.5 125.0 125.0 125:0 24 33.0 71.8 116.6 125.0 loo q 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 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 n e y. m 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 wow 0 0 ,, 48 38-318' 125.0 125.0 125.0 125.0 48 74-1/4" 69.7 125.0 125.0 125.0 48 120" 16.5 35.9 58.3 149.7 0 0.... 0 O 0 54 5.0 125.0 125.0 125.0 54 62.0 134.6 125.0 125.0 54 - 31.9 51.8 133.1 mon ' 60 12 125.0 125.0 125.0 I 60 I 55.8 121.2 125.0 125.0 60 - 28.7 46.6 119' =r 3 y2 y •66 125.0 25.0 125.0 125.0 66 50.7 110.1 125.0 125.0 66 - 26.1 42,4 •8.9 u o 0 y a 72 125.0 1 • 125.0 125.0 72 46.5 101.0 125.0 125.0 72 - 23.9 38.9 99.8 00 x 2 O v o • 78 125.0 125,0 125.0 125.0 78 42.9 _ 93.2 125.0 125.0 78 - 22.1 3 - 92,1 0 7 a ; 0 • 18 125.0 125.0 -0 125,0 18 128.4 125.0 125.0 125.0 18 33.1 71.9 16.8 125.0 N 24 125.0 125,0 125.0 125.0 24 96.3 125.0 125.0 125.0 24 24.8 53.• 87.6 125.0 n I I ' 30 ` 125.0 125.0 125.0 - .0 I 30 1 77.1 125.0 125.0 125.0 30 1 19.9 - .1 70.1 125,0 W c w ' o 36 I 125.0 125.0 125.0 125.' 36 64.2 139.5 125.0 125.0 36' 16.5 35.9 58.4 125.0 _ D a 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 Q F- 0 k I 48 50-518" 125.0 125.0 125.0 125.0 I 84" 48.2 104.6 125.0 ) 125.0 i ' 48 132" - 27.0 43.8 112.5 <0 t w 1 54 125.0 125.0 125,0 125.0 54 - ���tttt 0 I 42.8 93.0 125.0 125.0 54 24.0 38.9 1 W.0 ¢ z 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 C~ o 4 2 . 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 y 3 - 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 . (n o 4b' 1 78 . 124.9 125.0 125.0 125.0 78 ••.6 64.4 . 104.6 125.0. 78 - 16.6- 26.9 69.2s • 41 18 'I 125.0 125.0 125.0 125.0 18 56.' 125.0 125.0 125.0 8 25.5 55.4 89.9 1250 • a m i 24 125.0 125.0 125.0 125.0 24 64.5 40.1 125.0 125.0 24 19.1 41,5 67.5 125.0 F t E' B 30 125.0 125.0 125.0 ' 125.0 ' 30 51.6 11 . 125.0 125.' 30 15.3 33,2 54.0 138.6 e 0 1 i 36 I 125.0 125.0 125.0 , 125.0 36 43.0 93.4 25.0 ' .0 ' 56 - 27.7 45.0 115.5 2 Ca' l'l' 42 125.0 125.0 125.0 125.0 42 36.9 80.1 1 c 125,0 42 - 23,7 38,5 99.0 A e. i 1 48 57" 125.0 125.0 ' 125.0 125,0 48 96" 32.3 70.1 11 125,0': 48 144" - 20.8 33.7 86,6 z I 54 137.0 125.0 125.0 125.0 54 28.7 62.3 01.2 '•0'. 54 - 18.5 30.0 77.0 i a i I 60 123.3 125.0 125,0 125.0 60 25.8 56.1 ' 91.1 125.' 60 - 16,6 27.0 69.3 E I 66 112,1 125,0 125.0 125.0 66 23.5 W#0 82.8 125.0- 66 - 15.1 24.5 63.0 o m 72 102.8 125,0 125,0 125.0 72 21.5 46.7 75.9 125.0 22.5 57.8 & 1.,,1 n C 41-r..' 78 94.8 125.0 125.0 125.0 78 _ 19' 43.1 70.0 125.0 78 - - 20.8 53.3 1`;3� 18 125.0 125.0 125.0 125.0 18 i 131.2 125.0 125.0 18 22.6 49.0 79,6 125.0 4 - _ 'o 03' 24 125,0 125.0 125.0 125.0 24 45.3 98.4 125.0 125.0 , 24 16.9 36.7 59.7 125.0 " v W W a a o S 30 125.0 125.0 125.0 125.0 30 36.3 78.7 127.9 125.0 I 3D - 29.4 47.7 1226 A 6 3 i 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 LL ti 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 g $ 0 1 48 63" 114.2 125.0 , 125.0 125.0 48 108" 22.7 49.2 79-9 125.0 I 48 150" - :.4 29.8 76.6 a ' a m g , 54 101,5 125.0 125,0 125.0 :W 20.1 43.7 71.1 125.0 54 - 16, 26.5 68.1 2 _„ ° A 11 i z 60 91.3 125.0 125.0 ' 125.0 60 18.1 39.4 64.0 125.0 60 - - .9 61.3 12 ' 4 66 83.0 125.0 125.0 125.1 66 16.5 35.8 58.1 147.0 66 - - 2 .' 55.7 ' , 3 u° $ 1 I 72 76.1 142.4 125.0 .0 72 15.1 32.8 53.3 134.8 72 - - 19.9 51.1 5S^a m o 1 78 70.2 131.4 125.0 125,0 78 - 30.3 49.2 124.4 78 - - 18.4 __ `' - w I , a - HORIZONTAL MULLION - ,,'�9ilililfyff• GLAZING III-1 TYPICAL MULLION ARRANGEMENTS a .��a�j•....................0. I NtRTK,K PRODUCT 0 LII ...:•49... ... J.i. I "'---MULLION I ARCHES TO 8E INSCRIBED c'z z V.- INSIDE RECTANGULAR SHAPE gU: • 5/16'TAPCONS MIN. EDGE DIST. 1/4" MIN. 1-1/2'MIN.WOOD PENETRATION 1_ _ 5/ts•TAPCONS 2-3/16" CONCRETE OR EDGE DIST. 2 PER CUP 1 ON EACH WING 1/2 MIN.WOOD PENETRATION 4" ( ) 1 PER ANGLE �IOLLOW BLACK 5/I6-TAPCONS SONRY 5/I6•TAPCONS SONRY O Q _ I J MIN EMBED INTO MASONRY 3 4d 4 PER CUP(2 ON EACH WING 1-3/4•MIN.EMBED INTO MASONRY 0 0 N I ,' / ) 2 PER ANGLE e Ni. 1'II/- I1�11� MIN.LL i4 I T7 z : •• 8 .�n „A- �IIR� 117:c-4- 14111_ I. nII ° • di j isC3 i 1 II 1 I J Z C z 6 L-,' • 2 7/16" I 1 E.0 1%FLOATING CLIP ALUM2ANCLE B• x MIN. i I m h o- a r7 o 1 I WOOD BUCK I U V CN I WOOD BUCK IX FLOATING CUP LI ll 2 X 2% 1/B• W ALUM ANGLE al i � lW z r II O Ca EIicE DIST. 5/16.TAPCONS ANCHORS TYPE 4" MIN. 'D' (INTO BLOCK) U 1-1/2"MIN.WOOD PENETRATION y z z J 1 PER ANLL F1 • ANCHORS TYPE 'G' (INTO CONCRETE) I• g _ �� ALL CLIPS AND ANGLES TO FIT SNUG 4 ANCHORS THRU 1X BUCK ® °r TO 'c'-, 11� INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK (Il 0 a. 1w� TAPCONS MAY BE HEX OR FLAT HEAD. 1"x4" & 2"x4" MULL 51 F4 d n. 111111171......1.1.10011111.'- • �• _�ii/%IIII� 11d H U Lam,■r MIN. EDGE 01ST, C~ il trz 1. 2-3/16• CONCRETE OR In j 0 4" HOLLOW BLO K 5/16'TAPCONS 5/I6•TAPCONS 1-3/4'MIN.EMBED INTO MASONRY I-3/4•MIN.EMBED INTO MASONRY Q 6. 2 BY 2%2 X 1/B• I 2 PER CLIP(1 ON EACH WING) Q 1 PER ANGLE ` p" i WOOD BUCK ALUM ANGLE ( e` U u a __,_____._4____._ ALL CLIPS AND ANGLES TO FIT SNUG "T (I'1 • I,g ALTERNATE INTO TUBE MULLIONS. ° + II I• ' t 1} F. n ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. .1 • 'A��i -----;_22....---r. ° • �, o v •<=1',"4, ANCHORS TYPE 'A' • .,--i■r.. 4 2 ANCHORS INTO WOOD I I 1 v W X ! 1 1 1 I N n ._ ,• I 4 0 6 t-J _ WOOD BUCK l IX FLOATING CLIP 1 2%2% 1/6" M M 4 m 1 1/4" MIN. 1-1/2"MIN.WOOD 5/1PENETPCONSON cN \ JI i ALUM ANGLE u n i : u O 14 5/16"TAPCONS - I U V n 6 N 1-1/2•MIN.WOOD PENETRATION 1 c or Ix EDGE DI T. 4 PER CUP(2 ON EACH WAG) 2 PER ANGLE_AilA I I 2 y " M " o 0 o z z ILurmr . .-z AHORS TYPE F' (INTO CONCRETE)- me din iiiiiamr— u■rL I 2 ANCHORS THRU 1X BUCK teµu't"'IT., 1 II 1I 0.^ INTO CONCRETE OR BLOCK ,+5, 0 •b-1 ,,: i t 1 .S'fl '•C •' ;` �S. 1 1 ii i rn� • 1••:•yo L-_�'.''I I .4., t0 ry i N tV I 2 I BY FLOATING CUP U LI ALUM 2ANGLE 9" .• :ti ,.; ,'s(,:':� \ � WOOD BUCK � I .w � PRODUCT REVISED L, o f),`,',} I 1 I F 1 aAiTd lyit�y with the Florida �'; �r 1 r_i I 1 U itdin Code 2114%1 • ,-LI I 1 p.p..13o Ig'� -.a c-oN.O• ,•.C<gib` ANCHORS TYPE 'B' _ a 04/ ,,'1`17,1"��: I ALTERNATE By ` ED/ r r 4 E 4 ANCHORS INTO WOOD ANCHOR LOCATION Miami. Product a r v o i • • ' . ._ 5/16"TAPCONS CO 1-3/4"MIN.EMBED INTO MASONRY MIN. EDGE DIST. MIN. EDGE DIST, 2 PER CLIP(1 ON EACH WING) 5/16"TAPCONS 2-3/ " TE OR 5/16"TAPCONS 5/16-TAPCONS a a rn 1 - 2-3 " OR 1-3/4.MIN.EMBED INTO MASONRY 4" OLLOW BL CK 1-3/4-MIN.EMBED INTO MASONRY l-3/4 MW.EMBED INTO MASONRY 0 0 DI 4' HOLLOW BLO K 3 1/4" ..Ihil 1 PER ANGLE 4 PER CLtP(2 ON EACH WING) 2 PER ANGLE 0 4.0 I 1. • 3/4" . . ,:i co 0) • .. . ..• ' MN.' in'6 4c.' ..3 2 - .. • • a `• .•‘ .•ilr.:- r'''T ..'.,.• ' : • .. , ...• ,:. • . i,'" , .. . . 0 r ' • r„.,C 5" 0 is••••• , Z r. I . •, ..„ . .• . . •' • , . .. . , . , . • ' ...' . ' ' • • ' ' :- C"g 8 '4 4" C.x.1 , .• •• 0 i` 1.- loommitai i''••.% ie) CI 2 1 X '".111117t'114M***. ':--111111r---I, 7"7- ." ---1111r---"" . Illa"A - . ,. '. " , I, - !..14 [ , 11 1 li I II CONCRETE OR II II II . I I i I i I lir-11 11 II 1 II CONCRETE OR II II CEMEN1 BLOCK 11 :1 202X 1/5" °Ld 0 ce 8 g'm cT. g a CEMENT BLOCK I I 1__J b3 ti:2 -2; II 2 X 2 X 1/8' I 1 CONCRETE,g, ---Li Il ALUM ANGLE I I II -ALUM ANGLE TO0 . i I CU 9 r. U 9 I cm .4 FLOATING CLIP I FLOATING CUP ".... 1 I' 2 7/1 6 1 I i •••• c.,3 Z .I .... ' I — [ ... 1-4-1--\ ..4 2., 3 1/4" 01 k MULL . MIN. MULL-3 . Q)H . . .. N . '• '4. • 0, co [4 ' • ..• a. • _________ - ANCHORS-TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'D. (INTO. BLOCK) Q .4 ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE "G' (INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK f r;• 1"x4" & 2"x4" MULL W. a o • x A u , I' -I ALTERNATE MULL Z 4 ANCHOR LOCATION Q . , 74 I , MULL 4ii. I I 1 1 I i gt . FLOATING CUP CF:1 III f3 E '. -sigS -.4-- 1. I `c.4 CONCRETE OR Cr'—; . ICEMENT BLOCK '-'. '-' 1 ___+ 1 1 fJ I I .....vm.... N v, -,T, -a , . • • ..- . 1111111 ..- 2..--111111---,22—:—. i ,o. g g v• . . . • -..• .5. 4., E E ,,• . . ... ' .... .. . . . . 1.: ... . „ . • y, i, . . 0 rz r4 ..- 5/16'TAPCONS • . P ' • ' 1-3/4'MIN.EMBED -5 A E INTO MASONRY 12 i 3 2 PER CLIP (1 ON EACH WING) 5/16"TAPCONS . -' , ILP4. .. ., 4 i • 1-3/4"MIN.EMBED INTO MASONRY 5 I , #12 OMIT Liciolli 4 PER CLIP(2 ON EACH WING) i a N N I I 2 PER ANGLE I I - . '-i- • . . - - ._ . _ 444,I.,•111111$1,,. - - - - - :teer--gze- - I Il II • ot.***********.II1Y/S'''' ., .gee--=:I ' I 3 ll 1 ,,,,,.._...*4 3.44,0 I I I f • ALL CLIPS AND ANGLES TO FIT SNUG 12 8f6Y."CO 04 0 0....W.a. I I I I I INTO TUBE MULLIONS. ' FIA 2 - , -icS,41 OR FLAT HEAD. ..L, .....in._....iik.f.vor.c....;45:5,;....: 1 "g,..i -.._o ... • • .iNaDUCT REVISED • .. . -. ., . as complying•vith the Florida • llaildind Code tt:y7...jorik.:072:::,orse'orH.;•04)23, .c.,L4 .„rj,„4 7 00 0 p.,...._.7*• ..,•"' s •'•'ui. • CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED .' • el 2 , WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR - WATER-WHITE METHACRYLATE LACQUER. E." VI 6-TAPCONS 1-3/4-MIN. EMBED 44 • INTO MASONRY- I PER ANGLE MIMI P at.."":1: CI • • CI : - .. . ... . . - —- ___ - - ------ - -- MIN. EDGE DIST. ' MIN. EDGE DIST. 2-3/16 CONCRETE OR . 2-3/16" CONCRETE OR ro 4" HOLLOW BLO K 3-3/4" 5/16"TAPCONS 4".HOLLOW BLO K 3-3/4" 5/1 r TAPCONS :At 1-3/4*MIN.EMBED INTO MASONRY 1-3/e W.EMBED INTO MASONRY MIN. C:I. _ MIN. 1 7 .4 PER CUP(2 ON EACH WING) 4 PER CUP(2 ON EACH WING) . I CI "'it . 1 • to D.3 • - . , ..... . . . M . •,.I . el _e),. CLIP LENGTH • • . . . ,-, - . - ..• I • --:i 1,, , CO D. WI ° i MIIIIIIIh, 111...11....... MULL "L" cn 0 us Da ; . . t i -•a •C C .,, , 25. l 1 2 X 4 2 X 6 3.688' • V] Z . 'CN g Vii TT- 'i. :74 8 _ ‘ $ .4 •-i• 7 256 MULL 5/16"TAPCONS ,I WOOD BUCK ..2 1-3/4'MIN.EMBED INTO MASONRY ....r, t,..2X6 NI 5/16"TAPCONS 0 Z 4 PER CLIP(2 ON EACH YONG) .. a z..,- 1 r • r h 9 9-3/4*MIN.EMBED INTO MASONRY 4 PER CUP(2 ON EACH WING) ..., Mi 1 3/4" $ . .G CD 2 n , , , MIN. 1 3/4" 1 ,..._ . i •,. . 1 MIN. 0 t: f:•, I 1 . • 1 I . .. 1 .4 0 0' _/-2X6 VI. .- . —r L.1 266 LENGTH 206 MULL "fib' 1:".••• - CT)[11 CC < Ea • 266 MULL-\ MULL "L" --.—.... .....-,..---. 1:- • •14 is. .74 c..) .9. 2 X 4 .,:Er r c., r4 • --... _.,__ . :, `•. 0 I .• . T 2 X 6 5.688 '41. MI i:i i 1,g• '`, c.) . , el e) z At i ..... in Q .` • 4 , • . 0 ,4„...--:—... • ti . i •• ' '') , i • • sl.mtm-- mmic -- k • . • i." .i ' 3-3/4" . . c ANCHORS TYPE 'E' (INTO BLOCK) . . 4 4 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE muLuoNs. AN IRS TYPE 'H' (INTO CONCRETE) •BY WOOD BUCK N Lv.c I: : ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. V , 00Z 4 ANCHORS THRU IX BUCK •TO CONCRETE OR BLOCK ANCHORS TYPE 'H' (INTO CONCRETE) CU:: OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED " ANCHORS INTO CONCRETE or BLOCK H ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 6"MULL SHOWN 1 1 : 2X6"MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. ' 1 .5 IR a 11 3 c i 0 • , • lir i. d ci i _ __ _ . _ — _.0061Stilso. 40-ky Ix KR.° .*•'14,1. u. A 4.4.vt.... RA,an .,) , .—•ei.V. , tabblig %, ,..r.:. .... PRODUCTRBVMED .1$....-• 0 .,...,,e...., a;ceruplying with she Florida o La-; —:. Building Cede ."r , › --...., ' '--...5."!,y— I Acceptance No IV.• '45 .'4o. '. • ,.:5,. 4C I Cnpiratie Date ..rgrlie.• 1°•,,,,71441141K wi By Lie i..X.40. ..', ' . ,,,, Mi'''1 ' Product Cza - EH a c . - I • . . l MIN. EDGE DIST. 5/Is'TAPCONS 2-3/16" CONCRETE OR 1-3/e MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH 4C. 4" HOLLOW BLOCK 4 TOTAL(2 ON EACH WING) MIN. MULL "L'— o 1 CA a N, 1 X 2 1.68$` y z— n Z '• N1 1 X 3 2.688' Nam U a m 1 X 4 3.688' o ° m m O z a z i 3 Ii�' -W W,I� . 2 X 4 3.688' on 0 In DI 3- .� 0 2X6 5.688' oq 12 -7/16 1z r . Cl) a MIN, 2.4 or 2.6 U 11 1. ALL CLIPS AND ANGLES ARE TO FIT -.i z a Z 2 x 2 x I/4' SNUG INTO TUBE MULLIONS. 0 w z , aa FT" 0 LJ Li 2. WHERE ANGLES ARE NOT FIT SNUG °3 M a h ..T o °- J ANGLE INTO TUBE MULLIONS, SEE OPTIONAL a 7" ANCHOR DETAIL AT SHEET 9 OF 10. 2 `��.. o C4. zo g I4 S.M.S. 0 EA CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/CHANNEL TUBE MULLION w. F WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR a F' .J t WATER-WHITE METHACRYLATE LACQUER. o z � � El z � IMO M MIN. EDGE DIST- a. 4 2-3/16" CONCRETE OR . %AIM (n a a r 4' HOLLOW BLOCK 012 F.H.S.M.S. 1 6 E-' l• i 2/SIDE ` N Fc.:1 a 1/8'THICK ALUM CHANNEL I U LENGTH TO FIT SNUG I i INTO MULLION TUBE MULLION H V C �z TUBES MAY BE NOTCHED . i i (I) 0 • •. - c AS SHOWNCL ALLOW INSTALLATION rti z • - �{G CF CUP UNCLE a 'R @ ' !1lllliiiFFF •' CAULK JOINT AFTER ASSEMBLY a .`�. C LOCATION OF SCREWS CONNECTING p ' • 5 y ANGLES TO TUBES WHERE ANGLES ti X "'#�!c'"� Bz pER cip z - ARE NOT FIT SNUG INTO TUBE 1 i ACCESS HOLE 1-I MULLIONS, •-• /2'O.C.MIN. I t O 0 411111111 TAIIII=4 u toEa u n o Fir 5/8(2) N 1 a:ad L_ J 5/16'TAPCONS #14 SMS 3• ..• y W w aSo 1-3/4'MIN.EMBED INTO MASONRY 4 PER ANGLE • d q N 2 PER ANGLE G r2mm ' 2 5 2 x 1/B' THIS SCREW CAN BE I 1 FH SMS I I:' 'b s ---.. s N N • • I ALUM ANGLE INSTALLED IN EITHER I #12 I e y o II g m 2 PER CUP I ._ ._ Y_4 O a DIRECTION /n • 1 I I'O.C.MIN. I pu o a ¢ y. z 61 SZ E E . Lmil rill 1�tlii� a • i 1-3/4 x 2 X 1/B (FOR 2BY TUBE) ti Z 3/4-X 2'x I/8'FOR(1BY TUBE) -_----- -- 4 c a - • •' - _-_..--____ AIUu ANGLE.. - ,..,.pati i Tjp� - - GIFT TO FIT SNUG INSIDE TUBE tll�ll�llMllr . I :-: ANCHORS TYPE 'I' '8....a. _ METAL TO METAL CONNECTION o BB-jr. 4T I I 11111 111.1 USE CHARTS FOR ANCHOR TYPE I TO VERIFY CAPACITY OF CONNECTION " -.:4-1.;;.'sN } `N f ac ® PRODUCT gwishshe i! REVISED as complying wish she Florida .mx•�. u '.•.,' ;y� , ALL CLIPS AND ANGLES TO FIT SNUG :)��an,Ec Fw4•E-(°t,' ',•:IR L MIN. INTO TUBE MULLIONS. Acceptarac t0`tom' O�� t 3/4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. apitaIION Dow.4_,_ .9 7I2ZS ?f�j,•'" I MINt/ S/jt)t99i2'r'' F By a//,sa S } . -ANCHORS INTO CONCRETE OR CEMENT BLOCK N4iami 0a:c Ptosia=T - -• CO } -- -- - -- ANCHOR TYPES _ WidthANCHOR TYPES -�- - --- - - --- - _ ANCHOR TYPES --- -.. -- ----- (v4 MULL SPAN A B C D E F G H I VddthB(w)MULL SPAN A C D E FG H I Wldth(v,)MULL SPAN A B C D E F G H I y 44. 18 125.00 125.00 125.00 12500 125.00 125.00 125,00 125.00 125.00 18 90.72 125.60 125.00 125.00 125.00 125.00 125.00 125.00 125.00 18 56.13 11227 129.07 125.00 125.00 144.27 125.00 125.00 12500 44 - 24 131.65 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 1.2i. 68.04 136.08 125.00 125.00 125.00 125.00 125.00 125.00 125.00 24 42.10 84.20 9680 145.60 125.00 10820 12500 125.00 11570 0 30 105.32 125.00 125.00 125.00 125.00 125.00 12500 125.00 125.00 0' 54.43 108.86 125.16 125.00 12500 139.89 125.00 125.00 149.59 30 33.68 67.36 77.44 116.48 125.00 86.56 130.24 12500 9256 2 m G 36 87.77 125.00 125.00 125.00 125.00 125.00 125.00 12500 125.00 ,- 45.36 90.72 104.30 125.00 125.00 11658 125.00 125.00 124.66 36 28.07 55.13 5453 97.07 129.00 7213 10853 14420 7713 ,�2 y w 42 7523 125.00 12560 12500 125.00 125.00 125.00 12500 125.00 MEM 38.88 77.76 8940 134.46 12500 99.92 125.00 125.00 10885 - 42 24.06 48.11 55.31 8320 110.57 61.83 93.03 123.60 66.11 ^,1 ¢ o 48 38318 65,82 131.65 125.00 125.00 12500 125.00 125.00 125.00 125.00 0 74114 34.02 68.04 7622 117,66 12500 87.43 131.56 12500 9349 48120 21.05 42.10 48.40 7280 96,75 54.10 81-40 10815 57.85 1-5.Qcii t! z 40 64 58.51 117.02 134.53 12500 125.00 125.00 125.00 12500 125.00 Mall 30.24 60.48 69.53 104.58 138.99 77.72 116.94 125.00 8311 54 18.71- 37.42 43.02 64.71 86.00 48.09 7236 9613 51.42 m p 9 6 o 60 52.66 105.32 121.08 125.00 125.00 125.00 12500 125.00 144.72 60 27.22 54.43 6258 94,13 125.09 69.95 105.24 139.83 74.80 60 16.84 33.68 38.72 58.24 77.40 4328 65.12 86.52 4628 66 47.87 9574 110.07 125.00 125.00 125.00 125.00 125.00 131,56 -. 24.74 49.48 56.89 85.57 113,72 6359 95.68 127,12 6800 66 15.31 30.62. 3523 5295 7036 39.35 5920 78.65 4207 3"42. y a1 s 72 43.89 87.77 100.90 125.00 125.00 125.00 12500 125.00 120.60 © 2268 45.36 5215 78.44 10424 58.29 87.70 11653 6233 72 14,03 28.07 3227 48.53 64E0 36.07 5427 72.10 38.57 z 60 U y 1 78 40.51 81,01 9314 14009 12500 104,11 12500 125.00 111.32Ell 20.94 41.87 48.14 7240 96.22 53.81 80.96 107.56 57.54 78 12.95 25.91 29.78 4480 58.54 33.29 5009 6655 3560 .,sto 0 of z O OZ 18 133,6 125.00 12500 125.00 125.00 125.00 125.00 12500 125.00 80.19 125.00 125.00 125.00 125.00 125.00 12500 125.00 12500 18 51.03 10206 117.33 125.00 125.00 131.15 12500 12500 140.24 N'''= a o 24 99.79 12500 125.00 125.00 12500 125.00 125.00 125.00 125.00 Mi' 60,14 '" "Q'. 125,00 125 125.00 125.00 125.00 24 3827 76.55 88,00 132.36 125.00 98.36 148.00 125.00 105.18como_ .5.1- 14 o 30 79.83 125.00 125.00 125.00 125.00 125.00 12500 12500 125.00 MQ 48.111 9323 110.63 12500 125. 12366 25.00 125.00 13223 30 30.62 61,24 70.40 105.89 140.73 78.69 116.40 125.00 84.15 &" a 36 . 66.53 133.06 12500 125.00 125.00 125.00 125.00 12500 125,00 '. 40.10 80,19 5219 138.67 125.00 10305 125.00 125oo 110.19 36 25.52 51.03 58.67 88.24 11727 65.58 98.67 131.09 70.12 4 42 • 57.02 114.05 131.12 125.00 12500 146.56 12500 125.00 125.00..0 © 34.37 68.73 7902 118.86 12500 88.33 13290 125.00 94.45 42 21.87 43.74 50.36 7564 100.52 5621 8457 112.36 60.10 W U 48 505/8 49.90 99.79 114.73 125.00 125.00 128.24 125.00 125.00 137.13 .. 30.07 60.14 6914 104.00 138.21 7729 116.29 12500 8264 48 132 19.14 38.27 44.00 6618 87.95 49.18 7400 9832 5259 0m m n i 54 44.35 88.70 101.98 125.00 125.00 113,99 12500 125.00 121.89 . 26.73 53.48 61.46 9244 12286 68,70 103.37 137.33 7346 54 17.01 34.02 39.11 58.63 7818 43.72 6578 8739 48.75 Q E a 1 6�0 39.92 7983 91.78 138.05 12500 102.59 125.00 125.00 109.70 24.06 48.11 55.31 83.20 110.57 61.83 93.03 123.60 66.11 60 15.31 30.62 35.20.5295 70.36 39.35 5920 7665 4207 0 co W i { 66 36.29 7258 83.44 12550 125.00 93.26 140,33 125.00 99,73 MEM 21.87 43,74 5036 7564 100.52 5621 84.57 11236 60.10 66 13.92 27.83 3200 48,13 63.97 35.77 53.82 71.50 38.25 7 V c4 x i 72 3326 66.53 76.48 115.04 125.00 8549 121.63 125.00 9142 ® 36,05 40.10 46.10 63.33 9214 51,52 77.52 103.00 55.10 72 12.76 25.52 2933 44.12 58.64 3279 4933 5555 35.06 H 5 Z °' 7 78 30.71 61.41 70.65 10819 141.13 78.92 118.74 125.00 84.39 18.51' 37.01 42.55 64.00 8505 47.56 71.56 95.08 50.86 78 11.78 23.55 27.08 40.73 54.13 30.27 45.54 6050 32361:2) . Z 18 118.18 125.00 125.00 125.00 125.00 125.00 125.00 12500 125.00- 8 .70.17 140.33 125.00 125.00 12500 12500 12500 125.00 125.00 18 46.78 93.55 107.56 125.00 125.00 120.22 12500 12500 128.56 p q, 24 88.63 125.00 125.00 125.00 12500 125.00 125,00 12500 125.00 . 52.63 105.25 121.00 125.00 125.00 13525 125.00 12500 144.63 24 35.08 70.17 80.67 121.33 125.00 9117 13567 12500 96.42 cif)rn ,. c i 30 70.91 141.81 12500 125.00 125.00 12500 12500 12`,00 12500 0 42.10 84.20 96.80 14560 125.00 108.20 12500 125.00 115.70 30 28.07 56.13 64.53•97.07 129.00 7213 108.53 144.20 77.13 11 W 36 59.09 118.18 135.86 125.00 125.00 125.00 12500 125.00 125.00 . 35.08 70.17 80.87• 121.33 125.00 90.17 135.67 125.00 96.42 36 23.39 48.78 53.78 80.89 107.50 60.11 9044 120.17 6428 H 44 o I 42 50.65 101.29 116.45 125.00 125.00 13017 12500 125.00 139.19 ' 30.07 60.14 69.14 104.00 138.21 7729 116.29 125.00 8264 42 20.05 .40.10 46.10 69.33 9214 51.52 77.52 103.00 55,10 IA 0• 48 57 44.32 88.63 101.89 12500 125.00 11380 12500 125.00 121.79 'I 96 25.31 52.63 60.50 91.00 12094 67.63 101.75 135.19 7231 48 144 17.54 35.08 40.33 60.67 8063 45.08 67.83 9013 4821 - V V t { 64 3939 78.78 90.57 13623 125.00 101.24 125.00 125.00 108.26 < Z 'I 0 23.39- 46.78 53.78 80.89 107.50 60.11 90.4,4 120.17 64.28 54 15.59 31.19 3585 5393 71.67 40.07 00.30 8011 4285 G. \ 60 35.45 70.91 81.52 12261 125.00 91.12 13709 125.00 97.43 NEM 21.05 42.10 4140 7280 9675 5410 81.40 108.15 57.85 60 14.03 28.07 32.27 48.53 64.50 39,07 5427 7210 38.57 l Z j ! 66 32.23 64.46 74.11 111.46 14613 8263 124.63 125.00 88.57 0 19.14 3827 44.00 6618 87.95 49.18 74.00 9832 5259 66 12.76 25.52 29.33 44.12 5664 3279 49.33 6555 3506 Q 4 L.� 36 72 .54 59.09 67.93 10216 135.79 75.93 114.25 12500 81.19 Q 17.54 ',5.08 40.33 60.07 60.63 45.08 67.83 90.13 48.21 72 11.69 23.39 26.89 40.44 53.75 30.06 45.22 60.08 32.14 Fa n 78 27.27 54,54 62.70 94.32 125.34 70.09 105.46 140.11 74.95 16.19. 32.38 37.23 '56,00- 7442 41.62 6262. 8319 4450 78 10,79 21.00 24.82 37,33 4962 27.74 41.74 55,46 29.67 y,, 18 106.92 125,00 125.00 12500 12500 125.00 125.00 125.00 125.00 62.37 62.37 124.74 143,41 125.00 12500 12500 125.00 125.00 12500 18 44.91 89.81 10325 125.00 125.00 115.41 173.65 125.00 123.41 I 24 80.19 125.00 12500 12500 125.00 12500 125.00 125.00 125.00 MEM 46.78 93.56 107.56 125.00 125,00 12022 125.00 125.00 12856 24 33.68 67.36. 77.44 11848 12500 8656 130.24 125.00 9255 30 64.15 128.30 147.50 125.00 12500 125.00 12500 125.00 125.00 ®' 37.42 74.84 86.04 129.42 125.00 96.18 144.71 125.00 10284 30 26.94 53.89 61.95 9318 123.84 89.25 104.19 13843 74.05 < 36 53.48 106,92 12292 125,00 12500 137.40 12500 125.00 146.92 - - 31.19 62.37 71.70 107.85 14333 80.15 120.59 12500 0570 36 22.45 44.91 51.63 77.65 10320 57.71 8583 11536 61.71 a o 9F.tla 42 45.52 91.65 105.36 12500 12500 117.77 125.00 125.00 12593 - 26.73 5346 61.48 9244 12286 68.70 10337 137.33 7346 42 19.25 38.49 4425 66.58 98.46 49,46 7442 98,88 52.89 LT `o .. X 5..i 48 63 40.10 8019 9219 138.67 12500 103.05 12500 12500 110.19 0 108 ..23.39 46.78 5378 80.89 107.50 60.11 90.44 120.17 64.28 48 150 16.84 33.68 38.72 58.24 77.40 43.28 65.12 8652 4628 _ 4 m a a ; Sit 35 64 .64 71.28 81.95 12326 125.00 91,60 137.82 12500 97.95 0 20.79 41.58 47.80 71.90 95.50 53.43 80.40 106.81 5714 54 . 14.97 29.94 34.42 51.77 6880 38.47 5788 7691 41.14 ` t 60 ' 32.08 64.15 7375 11093 147.43 82,44 124.04 12500 88.15 60 18.71 37.42 4302 64.71 86.00 48.09 7236 98.13 51,42 60 13.47 2994 30.98 46.59 61.92 34.62 5210 60.22 37.02 _ 66 _29.16 58.32 67.05 10085 134.03 74.94 11276 14982 80.14 -- 17.01 34.02 39.11 58.83 78.18 4372 6578 87.39 46.75 66 12.25 24.49 28.16 42.36 5529 3148 47.36 6292 33.66 « '• E.°. ' u 6 53 72 26.73 ,46 61.46 9244 12286 68,70 103.37 137.33 73.46 ® 15.93 31.19 35.85 5393 71.67 40.07 60.30 80.11 4285 72 11.23 2245 25.81 38.83 51.60 28.85 43.41 57.68 30.85 4 E v o 0 76 24.67 49.35 56.73 8533 11341 63.41 95.41 12677 67.81 78 14.39 28.79 33.09 4978 6615 38.99 55.66 73.95 39.56 78 10.36 20.73 23.83 35,84 47.63 2563 40.07 5324 28cn 49 ' z ; a sI 1q mm• ANCHOR/CUP - Z Z. _ ANCHOR/CUP > o HORIZONTAL MULLION IR tt E E 3 m I ` cLAZINc ANCHOR CLIP NOTES: x' . u o 4. 1 • _ VERncAIPRODUCT 3 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER I5. . U g I 1 MULLION J,-�_��. 1•`. 4 ,� - ----- ]az - -� TO SHEETS 6, 7,-8, & 9 FOR DETAILS AND NOTES.z I 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE �������*u�y i�, tGLAZING GLAZINGQ �PRODUCT {.. PRODUCT cINczlNc 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN w.,,O�•••.•••••.'••;�/�' 1PRDDucr PRODUCT THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. o x00.:• u. do:.., ,,/CANCHOR/cu• 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER oz� y��+ O'�� rn.n;ymj N .3� i ANCHOR/CLIP LOCATIONS AT HEAD, SILL OR JAMB ENDS. �:Q5.;J�`• 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCT REVISED E ,......./ as complying with the Plotkin rgn D:�.1 Z ��O 1 WI 002 Building Code mi ?. �"`�,. I I �E) I HORIZONTAL MULLION Acceptance No 8'• `7.03 F•o .'T' ........;•,--<„ I � }:.v1irefina Dave SF=> • a Aii ``0� I 1 SPAN4,II`�..... cal TYPICAL MULLION CLIP ARRANGEMENTS 67 Lldl a` ry•'� Mier/Dade Punlu.Y G.-V .0 1