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HomeMy WebLinkAboutAPPROVED 20-0406.03 PGT CLIPPED EXTRUDED ALUMINUM TUBE MULLIONM I A,M I•MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, FL 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision D dated 06/26/2020, signed and sealed by Anthony Lynn Miller, 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. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 17-0630.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. NOA No. 20-0406.03 Expiration Date: May 26, 2026 08/20/2020 Approval Date: August 20, 2020 Page 1 PGT 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 No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5` Edition (2014) and with FBC 6` Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC-5th Edition (2014) and FBC-6t' Edition (2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. . Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.03 Expiration Date: May 26, 2026 Approval Date: August 20,2020 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision D dated 06/26/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6tn Edition (2017) and with FBC 7t' Edition (2020), prepared by manufacturer, dated 04/01/2020, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC-6t" Edition (2017) and FBC-7'h Edition (2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 11/09/17 and expiring on 05/26/21. Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.03 Expiration Date: May 26, 2026 Approval Date: August 20, 2020 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE OPENING WIDTH FOR VERTICAL MULL MULLIONS / - SEE DETAILS A-D,G,H; -- SHEETS 24 SEE DETAILS A THRU G; SHEETS 2-4— I II / III / If VERT. MULL LENGTH /SEE DETAILS HORIZONTAL A-D,G,H; MULL SHEETS 2-4 LENGTH HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL LENGTH OPENING MULL HEIGHT LENGTH SINGLE MULLION [---OPENING WIDTH -- SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. I:UUtb / J I ANIJAKIJJ GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. SHAPE SEE DETAILS A THRU G; / SHEETS 2-4 nPFi HEIGHT FOR HORIZONTAL SEE DETAIL E, SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY CGI. I~HORIZ. MULL LENGTH --I 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON, DEWALT/ELCO AGGRE-GATOR, DEWALT ULTRACON+ NOA'S 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGTI FENESTRATION PRODUCTS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. OPENING HEIGHT FOR HORIZ. MULL VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL OPENING WIDTH ► FOR VERTICAL MULL 92020 FLORIDA BUILDING CODE (FBC), 7TH EDITION 92017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-16 •AISC 360-16 MULTIPLE MULLIONS INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FTZ) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULAR/TRAPEZOIDAL". GENERAL NOTES ........................... 1 INSTRUCTIONS ............................... 1 ELEVATIONS ................................:.. 1 MULL TO 2X WOOD ........................ 2 MULL TO 1X & MASONRY .............. 2 INSTALLATION NOTES ................... 2 MULL TO MASONRY. ............... ...... 3 MULL TO STEEL STUD ................... 3 MULL TO MULL ................................ 3 ALTERNATATE CLIPS ........... .... - .... 4 BAY MULL INSTALLATION .............. 4 1 X 2 X. 125 MULL SPECS ............... 5 1 X 2 X .375 MULL SPECS...............6 1 X 2.75 X .375 MULL SPECS.......... 7 1 X 2.75 X .65 MULL SPECS............ 8 1 X 3.125 X .500 MULL SPECS........ 9 1 X 4 X. 125 MULL SPECS...............10 1 X 4 X .375 TUBE MULL SPECS.... 11 1 X 4 X .375 "T' MULL SPECS ........ 11 1.25 X 3,188 X .265 MULL SPECS ... 12 1.25 X 3.25 X .100 MULL SPECS ..... 13 1.25 X 3.25 X .624 MULL SPECS .... .14 1.25 X 3.94 X .624 MULL SPECS ..... 15 2 X 4 X .25 MULL SPECS ................ 16 2 X 6 X .25 MULL SPECS ................ 17 1,26 X 2.11 X .125 MULL SPECS.... 18 30° X 3.25 BAY MULL SPECS......... 19 45` X 3.25 BAY MULL SPECS......... 20 MULLION & CLIP DIMENSIONS...... 21-23 EXAMPLES 1 & 2...................I..........24 LOADING EXAMPLES ......................25 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FTZ) FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FTZ) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FTZ) FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS/FTZ) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FTZ) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FTZ) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FTZ) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. o t r co W Z 0 o m Q CD I- W Z Wz Z J Q 0 <C W iLU - Z O z Q W O Q z 0 F_ I - CO w W PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control �`Illtilll//// \�\ ` oii LICENSE No.58705 20 -)3® IVTA�TF C(�: c<ORIDP- �/OVAL `EN \\\\ A. LYNN MILLER, P.E. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) p EDGE m DISTANCE FOR WOOD / SCREWS .250" MAX FOR I ALL MULLIONS SIDE VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLES 16-166 EDGE/END DISTANCE SEE TABLES 1B-13B DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. I I I I I I I. 1 ...I � 4 4 EXTERIOR EDGE DISTANCE d FOR MASONRY .IP IS I ANCHORS d d a h 03 �o 09 M p p O TYP. ANCHOR n w PER SUBSTRATE, p 2 SEE SEE TABLES 1B-13B a: MIN 2.7 KSI EDGE CONCRETE OR CMU ' ' i I DISTANCE, --SEE SEE TABLES EDGE DISTANCE 1B-13B - FOR MASONRY ANCHORS SIDE VIEW v d a EITHER THE ° STANDARD OR OFFSET MULL d° CLIP MAY BE d d INSTALLED BY THIS METHOD. ° e a m a a a, ° a TYP. ANCHOR /PER SUBSTRATE, / SEE TABLES 1B-13B -------------- / BUCKSTRIP AND ATTACHMENT EMBEDMEN� T a BY OTHERS, p SEE NOTE 1, SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON, DEWALT ULTRACON+ OR DEWALT/ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. MATERIAL PROPERTIES:: Material Min. Fy FMin. F„ Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi DeWalUElco Aggre-Gator® 57 ksi 96 ksi Elco UltraCon® 155 ksi 177 ksi 3/16" DeWalt UltraCon+® 117 ksi 164 ksi 1/4" DeWalt UltraCon+® 148 ksi 164 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi U) 0 r c,4 0 'u W Z `� m F_ J � c� G W Q O� Q_ H 0 Q 15 Z) Z_ Uo m � N G Y Ln Cl J fn o XQ r of Q Z f— Z Z Q rn N' CO'' Q _O Z N NI gU) hi � J o 0 Y Y FLQ Z U) III U Q O OI � U mO .N mO C R ,C. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control \``ltll,iltlI/ll OCEtUs �. No.5g705 �� l = o t TE j�>x S' O �NAL11N�� A. LYNN MILLER, P.E. FL P.E.# 58705 BUCKSTRIP NOTCHEDTO -- PROVIDE I CLEARANCE I FOR MULL I CLIP. i I I I I I I I I I DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) ITYP.ANCHOR t'PER SUBSTRATE, I SEE TABLES 1 B-1313 I I BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1 B-13B MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW SIDE VIEW ALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. EDGE DISTANCE SEE TABLES 1 B-136 THE OFFSET CLIP IS RECOMMENDEDFOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION FRONT VIEW ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON, DEWALT ULTRACON+ OR DEWALT/ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. EXTERIOR DETAIL E: --I 1--.125, MIN. MULLION TO MULLION INTERSECTION i (U-CLIP) VARIES TOP VIEW MULLION VARIES -I --� ® oC4 o NOTES: �� to "TEE" "CROSS" 1) MAY BE INSTALLED IN OR INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY oZ (SHOWN) OR VERTICALLY. N 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 o FOR CORRESPONDING MULLION. M #12 STEEL SCREWS, ` SELF -DRILLING OR PRE -DRILL MULLION AND USE SMS \ \ \ MULLION SECTION ^ EXTERIOR SEE SHEETS 21-23 FC HOLE LOCATION FRONT VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TYP. ANCHOR � PER SUBSTRATE, / SEE TABLES 1 �/ � � E, SEE SHEETS 21-23 FOR HOLE LOCATIONS MULLION FOR STEEL STUDS THINNER THAN 16 GA AND COMPLIANT WITH THE FL BUILDING CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. EDGE DISTANCE SEE TABLES 1 B-13B SIDE VIEW SIDE VIEW m IYl O M F- Z (0 0 Z Uz c � c � � R J � � `L Z F- Z Z Q H 0 �z c FL W Z Q N z O w W X I— W 0 Z Y 0 Z) m W U) W ry 0 0 W U) mo PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control EDGE -+ i DISTANCE SEE TABLES OcErvs,� •, ���^ s s 1B-13B Q No. 58705 E OF \ sr�Un••'•�L�R1CiA.•'• .��\ A. LYNN MILLER, P.E. FL P.E.# 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A-D, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. EXTERIOR STANDARD MULLION CLIP -MODIFIED TO FIT FIELD CONDITIONS. I INTO WOOD, STEEL, ALUM, CMU OR MASONRY EXTERIOR O EDGE DISTANCE PER ANCHOR SIDE VIEW SHOWN WITH 1" X 4" X .125" MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B STANDARD CLIP TO BE MODIFIED IN -FIELD. NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11" X .125" MULLION. 2) SEE TABLES 1 B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) INTO WOOD, STEEL, TYP. ANCHOR PER SUBSTRATE, SEE TABLES 16-146 2"X5"X.125• ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) TYP. ANCHOR PER SUBSTRATE, SEE TABLES 15B OR 16B EXTERIOR V 2" X 5" ANGLE CLIP, /-2 PER MULLION END, MUST BE / INSTALLED INSIDE OF BAY MULL. NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1 B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. �h pp ® ON O m �M p z O La TU UZ F �2 W Z102 0 a)`0 U� 0 a: W W J C/) J W U O F- m F_ CO Z M CO W 0 O z z Z U� m = m =U Q z ~ z _Q N Z 0 z 00 U) Q 6 O m � Jw o W < W H Y 0) U Z `� O Q z U) �a N m0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control L,GENS� _ No.58705 0 TATE F /11/111100 A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 1A Mullion Capacity Table Ibs/f12) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -sparring mullions) 50 in 60 in 70 in11 80 in11 90 in 100 in 120 in 140 in 160 in Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Traprrdang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular TraplTriang. 1 x 2 x .125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum. Tube T Z. T T T T T T T J T T T T T T T T T T Z. ? T 0 T T �T Z, Mullion f0 a Or N ag M a M N 00 M a M 0 as M a M V/ a.0 M a M 0 as M a M to a•n M a O1 N as M a M W as I6 a M N a.n W a M N a.n M a M W 00 l0 a M N 00 s M a M N as W a M N as M a W N as W a M 0 as M a W N an W a M N a� m U arm U m U m7.- U m U m. U m U me U m U_ m U m U_ me 0,0 m U_ me U m U_ me U m U me U m U me U m U_ me U m U_ roc U a m U_ me U m U me 0.0 m U_ me U 0 /0 U me U a M U_ m m C O i5 0 C (y O C O C y 0 O C (V V O C (V O C (y a 8 C N 8 U C aN.. 15 0 a N C 0 O C (V 2 0 O C N O C rV 0 O C (V O$ O C (V C O C •N.. 8 C 2 3 3 y r 7 C N .� $ 7 N t 7 C N C 7 N L 7 C N 2 `•. 7 N L 7 C Cr 2: y .0 C 0 2� y L C d C N t C N 7 N .0 C W 2 t 7 N L C N ;>r 7 w L 7 C Cr 3 y t S C Cr $ 7 y L 7 C N 7 N L C N 7 y L C N = N L 7 C N O �•- 7 N L C N 7 N L 7 C N 7 y rLc L G Cr �.c Q� �c Qd' �c Q� �c Q� �c QO' �c Q� `mac Q2 `mac QD_' �� QO_' �� QQ' �c QQ' �c 40.' �� ¢� mac. QR :9 ¢R' �c QD-' �c Q� 40: 42in 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107.8 321 69.9 408 104.4 319 62.1 408 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319 48in 74.9 312 83.8 258 62.4 312 73.4 252 53.5 312 67.0 248 46.8 312 63.2 246 41.6 312 61.3 244 37.5 312 61.0 244 31.2 312 61.0 244 26.8 312 61.0 244 23.4 312 61.0 244 50.625 in 63.9 281 70.6 234 53.2 281 61.5 228 45.6 281 55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 281 49.3 219 20.0 281 49.3 219 w 54in 52.6 247 57.5 207 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 247 38.1 193 16.4 247 38.1 193 co 60in 38.4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 27A 159 19.2 200 25.9 157 16.0 200 25.0 156 m J 63in 33.1 181 35.3 155 27.6 1 181 30.3 152 23.7 181 26.9 149 20.7 181 24.5 146 18.4 181 22.8 144 16.6 181 1 21.7 143 3 L 66in 28.8 165 30.6 142 24.0 165 26.1 139 20.6 165 23.1 136 18.0 165 21.0 134 72in 22.2 139 23.3 120 18.5 139 19.9 118 15.9 139 17.5 116 76in 18.9 125 19.7 109 15.7 125 16.8 107 78 in 17.5 118 18.2 104 Ir TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,.) X ( ANCHOR CAP. F­ T - \MULLION CAP.F"o"Tl- =ANCHOR CAP.,. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Substrate: 2.7k Concrete 3k Concrete 3.5k Conc, Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 114" DeWalt Ultracon+ 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 1/4" SS Elco AggreGator 6116" Elco Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) (Ibs) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3.1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 2" 3-1/8" 2" 0.48" 0.54" 0.324" Embedment (in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" 2" 1.3/8" 1-3/8" varies 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 390 lbs 390 lbs 450 lbs 890 lbs 310lbs 630 lbs 2201bs 870 lbs 1644lbs 270 lbs 280 lbs 354 lbs 740 lbs 230 lbs 370 Ibs 320 Ibs 580 Ibs 374 Ibs 664 Ibs 9461bs 341 Ibs 442Ibs 560 Ibs 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 lbs NIA N/A 3201bs 1260 lbs 3701bs N/A N/A WA 380 lbs N/A N/A N/A 740 lbs N/A NIA N/A N/A NIA 682 lbs 885Ibs 1 1120 lbs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 lbs 780 lbs 680 lbs 1560 lbs 6201bs 1260 lbs 440 lbs 1740 lbs 1896 lbs 540 lbs 560 lbs NIA 760 ibs 460 lbs 740 lbs 640 lbs 1160 lbs 748 lbs 880 lbs 1892 lbs 682 lbs 885Ibs 1120 lbs 2 Anchors @ 0.45" Min. O.C. / U-Clip, into .125" Alum. (Fig. 4): N/A N/A N/A WA N/A NIA N/A N/A N/A N/A WA N/A N/A N/A NIA N/A N/A NIA N/A N/A WA NIA 715 lbs 1 Anchor/ F-Clip (Fig. 5): 195 lbs 195 lbs 225 lbs 445lbs 155lbs 315 lbs 110lbs 435 lbs 822 lbs 135 lbs 140 lbs 177 lbs 370 lbs 115 lbs 185 Ibs 160 lbs 290 lbs 187 lbs 332 lbs 473lbs 170 lbs 221 lbs 280 lbs 2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 6): 240 lbs 350 lbs N/A N/A 160 lbs 630 lbs 185 lbs N/A N/A WA 190 lbs NIA N/A NIA 370 lbs N/A N/A WA NIA NIA 341 lbs 442 lbs 560 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: Ee 0 0 0 ANGLE CLIP MUST BE USED IN PAIRS, FIGURE 4: FIGURE 5: FIGURE 6: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. -- 1.000" f- 2.000" 125" 1" X 2" X .125" MULLION $ ®* 0,ON ol" o � z 0 zW R* w `o LU co U') C0 0 of a z O O W C)z Q W I- z Z_ U) ZO T in W m 1❑ O Q J 1- z J ¢ N �I Q z N N' Cn N ig m (0 i r CO U U W X N X W U Q Q O O c z U) U) a N m 0,,, ;O PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control ��F NO. 58705 01 C AT OFF e///' j0NAL ye�� A. LYMN4 MIR, P.E. FL P.E.# 58705 TABLE 2A Mullion Capacity Table Ibse Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 11 100 in 120 in 140 in 160 in Rectangular Trap/Triang. Rectangular Trap/Thang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Tnang. Rectangular Trapfrnang. Rectangular TraplTnang. Rectangular TraplTriang. Rectangular Trap/Tnang. 1 x 2 x .375 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum. Tube . , w -a, a• Z• Z� 2 � Z a � � 2� .� � .5 � Z r Z, '5 ., 2a• w � w � z^ Z, Z, � e Z Mullion tC a fQ 41 Qa IO n N W 00 f0 a l0 �l a l0 a R N a� t0 a (4 N as s (0 a {9 lD a.a W a s (Q N a� f0 a R{ N as (0 a a IQ N n� � f6 a t0 N 9X f0 a � t9 N CX Z f6 c. _ f0 a� l6 n M 0 as s M a M Ul CL t0 a s M 0 o.a W o. @ N as f0 M Co W as M a M N a.o m U m e 0,0 m U U v U .-. U v U U v U U v m U ,o c O v m U m ... U v m U m e U v m U m .. U v m U m e U v m U m e U v m U m ". U v m U m e U v m U m e U v m U m e U v m U m ... U v m U m e U p m U m 0.0 c o `o. C o `o G ory N `o: C r- `o. C r- `o. C cg `o. C o g N `o. C o `o. C a g `o. C o �y `o. C a `o. G o `o. C o `o. C o o. C c `o. C c `o. d c 0 1 `o. �_ c o `o y c G cr - N c¢ U Q - SS E - g c 5 0' ¢ W - 0 tr U Cr - U Q - g C U Q - U Q - U Q - U a" - 0 Q - U Cr - V O' - V D' - S Q - U 7 iTi - S `� U Cr c m tr 42 in 170.0 620 170.0 435 151.3 662 170.0 478 129.7 662 170.0 506 113.5 662 169.5 518 100.9 662 168.9 517 90.8 662 168.9 517 75.7 662 168.9 517 64.9 662 168.9 517 56.7 662 168.9 517 48 in 121.6 507 136.0 419 101.4 507 119.2 410 86.9 507 108.7 403 76.0 507 102.6 399 67.6 507 99.6 397 60.8 507 99.0 396 50.7 507 99.0 396 43.4 507 99.0 396 38.0 507 99.0 396 50.625 in 103.7 456 114.6 379 86.4 456 99.9 371 74.1 456 90.5 364 64.8 456 84.6 360 57.6 456 81.3 357 51.8 456 80.0 356 43.2 456 80.0 356 37.0 456 80.0 356 32.4 456 80.0 356 54 in 85.4 400 93.3 336 71.2 400 80.9 328 61.0 400 72.7 322 53.4 400 6T3 318 47.5 400 64.0 315 42.7 400 62.3 314 35.6 400 61.8 313 30.5 400 61.8 313 26.7 400 61.8 313 s m 60 in 62.3 324 66.9 276 51.9 324 57.5 270 44.5 324 51.2 264 38.9 324 46.9 260 34.6 324 43.9 257 31.1 324 42.0 255 26.0 324 40.5 253 22.2 324 40.5 253 19.5 324 40.5 253 m 63 in 53.8 294 57.4 252 44.8 294 49.2 246 38.4 294 43.6 241 33.6 294 39.8 237 29.9 294 37.1 234 26.9 294 35.2 232 22.4 294 33.5 230 19.2 294 33.4 230 16.8 294 33.4 230 J 66 in 46.8 268 49.6 230 39.0 268 42.4 225 33.4 268 3T5 221 29.2 268 34.1 218 26.0 268 31.6 215 23.4 268 29.8 212 19.5 268 28.0 210 16.7 268 27.7 209 14.6 268 27.7 209 72 in 36.0 225 37.9 196 30.0 225 32.2 191 25.7 225 28.4 188 225 225 25.6 185 20.0 225 23.5 182 18.0 225 22.1 180 15.0 225 20.3 177 12.9 225 19.6 176 11.3 225 19.6 176 76 in 30.6 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 165 15.3 202 18.4 163 12.8 202 16.7 160 10.9 202 15.9 158 9.6 202 15.8 158 78 in 28.3 192 29.6 168 23.6 192 25.1 165 20.2 192 22.0 162 17.7 192 19.7 159 15.7 192 18.1 157 14.2 192 16.8 155 11.8 192 15.2 152 10.1 192 14.4 150 8.9 192 14.2 150 90 in 18.5 144 19.0 128 15.4 144 16.1 126 96 in 15.2 127 15.6 113 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,j X \ ANCHOR CAP_..T �` MULLION CAP.F -g,E =ANCHOR CAP.___ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Substrate: 27k Concrete 3k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3/16' Eico Ultracon 114" Elco Ultracon 3115' DeWait Ultracon+ 114" DeWait Uitracon+ 5/16" Elco Uitracon 3116" Elco Ultracon 114" Elco Uitracon 3/16' DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 1/4" SS Eico A reGator � 5/16" Eico UItracon 1/4" SS Eico A reGator 99 MOSteel Screw G5 ( } #12 Steel Screw G5 { ) #12 Steel Screw G5 { } (Ibs) Edge Distance (in): 1" 2-1/2' T" 2-1/2' 1"' 2-1/2" 1'° 2-1/2" 3-1/8" 1'" 2-1/2' 1'" 2-1/2' 1" 2412' 1" 2-1/2' 2" 3-1/9, 2" 0.49' 0.54" 0.324" Embedment (in): 1314" 1-3/4' 1-N4" 13/4" 1-3/4" 1-3/4" 13w 1 3d4" 2' 1-114" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-114" 1-1/4" 1-114" 1-1/4" 1-114" 2' 1318" 1-N&' varies 2 Anchors @ 4.75" Min. O.C. I Standard or Offset Clip (Fig. 1): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 310 Ibs 630 Ibs 220 Ibs 8701bs 1644 Ibs 2701bs 280 Ibs 3541bs 740 Ibs 2301bs 370 Ibs 3201bs 580 Ids 374 Ibs 664 Ibs 946 Ibs 341 Ibs 442 Ibs 560 Ibs 4Anchors @ 1.19' Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs N/A NIA 320 ibs 1260 Ibs 370 Ibs NIA NIA NIA 380 Ibs NIA NIA NIA 740 Ibs N/A NIA N/A NIA N/A 682lbs 885 ibs 1120 ibs 4 Aric hors @ 31' Min. O.C. 1(2)2x5Angle Gips / (Fig. 3): 780 Ibs 780 ibs 680 Ibs 1560 Ibs 620 Ibs 1260 ibs 440lbs 1740lbs 1896 ibs 540lbs 560lbs N/A 7601bs 4601bs 740 Ibs 6401bs 1160lbs 748lbs 880lbs 18921bs 682lbs 885 Ibs 1120lbs 2 Anchors @ 0.49' Min. O.C. / U-Clip, into .129' Alum. (Fig. 4): N/A NIA NIA NIA N/A N/A NIA NIA N/A NIA NIA N/A NIA N/A NIA NIA NIA NIA N/A NIA N/A NIA 715 Ibs 1 Anchor/ F-Clip (Fig. 5): 195 Ibs 195 Ibs 225 Ibs 445 Ibs 155 Ibs 315 Ibs 110 Ibs 4351bs 822 Ibs 1351bs 140 Ibs 1771bs 370 Ibs 115lbs 185 Ibs 1601bs 290 ibs 187 Ibs 332 Ibs 4731bs 170lbs 221 Ibs 280 Ibs 2 Anchors @ 1.15" Min- O.C1 F-Clip (Flg. 6): 240 Ibs 350 Ibs NIA NIA 160 Ibs 1 630 Ibs 1 185 Ibs N/A NIA N/A 190 Ibs NIA NIA NIA 370 Ibs N/A N/A N/A N/A NIA 341 Ibs 442 Ibs 560 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: 140 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: III TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 2 W m I- Z_ J Q Z H co t0 W tY F- U 11 2 `0 0 W � !r 0 �d o Z M M W Z Q A Uz W a� a 2 R �o WQ J � � J � N Q 0) Z 0000 N �; e-% :Z� X Y Y X Q O O ZmO CD W Coxl un� nil PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control �it;tiSt'f//11/ ti �tcrvsx/ No. 58705 441 0R10I \ �' 3� A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 3A Mullion Capacity Table (lbs/ft) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 11 100 in 120 in 140 in 160 in 1 x 2.76 x Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular TraplTnang. Rectangular TraplTriang. Alum. Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading .375 Tube . .. ` .. . .-, Y 2 .+ 2 .+ " y ,, 2 >. +> r , T T T T > >. T T T T T > > Mullion 2�pO dC lOV sN a a n W a n M o n attf MW N a{0 af0 N tp6 Nd tQ Nd fC0 Clo0L NN lO0 Nd a lCQ lO0 N NC lO0 N fC0 N a N a a .No n�a 0 Ntn o Uv m U m U m U U m U m U U U•o U U U U U U U . U m m U m m cc m m m M cU 2! C N C t C N 0 C N 8C N �2C N C2C N 2 0 C N Q G19 N N N N N N NU N OQ NUN _ O O N O NC O _ N `Ca t t j .` L=' U -lC6 C. 75lC0 -CW •y -�9 t_ •�N U CrO �Om_ c 2 Er Q S Q Q 4 Q Q 'Q Q Q r5GN Q 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 148.7 1301 170.0 521 127.5 1301 170.0 521 111.5 1301 170.0 521 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 136.6 1139 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 680 85.4 1139 170.0 680 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 167.8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 83.9 1032 170.0 756 73.4 1032 170.0 756 54 in 170.0 797 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.5 907 145.0 714 W8 907 141.1 710 80.6 907 140.0 709 69.1 907 140.0 709 60.5 907 140.0 709 60in 141.1 735 151.5 625 117.6 735 130.3 611 100.8 735 116.0 599 88.2 735 106.2 590 78.4 735 99.5 583 70.5 735 95.1 578 58.8 735 91.8 574 50.4 735 91.8 574 44.1 735 91.8 574 63in 121.9 666 130.0 570 101.6 666 111.5 557 87.0 666 98.9 547 76.2 666 90.1 538 67.7 666 83.9 531 60.9 666 79.8 526 50.8 666 75.8 521 43.5 666 75.6 521 38.1 666 75.6 521 66in 106.0 607 112.4 522 88.3 607 96.1 511 753 607 85.0 501 66.2 607 77.1 493 58.9 607 71.5 486 53.0 607 67.6 481 44.2 607 63A 476 37.9 607 62.7 474 33.1 607 62.7 474 J 72in 81.6 510 85.8 443 68.0 510 73.0 434 58.3 510 64.3 426 51.0 510 57.9 419 45.4 510 53.3 413 40.8 510 50.0 408 34.0 510 45.9 402 29.2 510 44.4 399 25.5 510 44.3 399 76 in 69.4 458 72.5 400 57.8 458 61.7 392 49.6 458 54.1 385 43.4 458 48.6 378 38,6 458 44.6 373 34.7 458 41.6 368 28.9 458 37.7 362 24.8 458 36.0 359 21.7 458 35.7 358 78in 64.2 435 67.0 381 53.5 435 56.8 373 45.9 435 49.8 366 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 26.8 435 34.4 344 22.9 435 32.6 341 20.1 435 32.2 340 90in 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 258 96in 34.4 287 35.4 257 28.7 287 29.9 252 24,6 287 26.0 248 21.5 287 23.1 244 19A 287 20.9 240 17.2 287 19.3 237 14.4 287 16.9 232 108in 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 15.1 227 16.0 195 111in 22.3 215 22.7 194 18.6 215 19.1 191 15,9 215 16.6 188 120 in 17.6 184 17.9 167 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X \ ANCHOR CAP.FROMT-E\ `MULLION CAP. FROM - =ANCHOR CAP.,_ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3/16" Elco Ultracon 1/4" Elco Ultracon 3116' DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16' DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 1/4" SS Eico AggreGator 5/16" Elco Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5 ) (Ibs) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 2" 3-1/8" 2" 0.48" 0.54" 0.324" Embedment (in): 1-3/4" 1-3/4" 1-3/4" 1-N4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-1/4" 2" 1-3/8" 1-3/8" varies 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 390lbs 390 Ibs 450 Ibs 890 Ibs 310 Ibs 630 Ibs 2201bs 870 Ibs 1644lbs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 320 Ibs 580 Ibs 374 Ibs 664 Ibs 946Ibs 341 Ibs 4421bs 560 Ibs 4 Anchors @ 1,15" Min. O.C. I Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs N/A N/A 320 Ibs 1260 Ibs 370 Ibs N/A N/A N/A 380 Ibs WA N/A N/A 740 Ibs N/A N/A N/A NIA N/A 682 Ibs 885Ibs 1120 Ibs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 6201bs 1260 Ibs 440 Ibs 1740 Ibs 18961bs 540 Ibs 560 Ibs N/A 760 Ibs 460 Ibs 740 Ibs 640 Ibs 1160 Ibs 748 Ibs 880 Ibs 1892 Ibs 682lbs 885lbs 1120 Ibs 2 Anchors @ 0.45" Min. O.C./ U-Clip, into .125" Alum. (Fig. 4): WA WA N/A N/A N/A N/A N/A NIA N/A N/A N/A N/A N/A NIA N/A N/A N/A N/A WA N/A NIA N/A 715 Ibs 1 Anchor / F-Clip (Fig. 5): 195 Ibs 195 Ibs 225 Ibs 4451bs 155 lbs 315 Ibs 110 Ibs 435 Ibs 822 Ibs 135 Ibs 140 Ibs 177 Ibs 370 Ibs 115 Ibs 185 Ibs 160 Ibs 290 Ibs 187 Ibs 332 Ibs 473 Ibs 170 Ibs 221 Ibs 280 Ibs 2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 6): 240 Ibs 350 Ibs NIA I N/A 160 Ibs 630 Ibs 185 Ibs N/A N/A N/A 190 Ibs N/A N/A N/A 370 Ibs N/A NIA WA N/A N/A 341 Ibs 442 Ibs 560 Ibs VU r C. rUK I r r_ UrrJt I ULU-, UOM I HE SAME ANCHOR PAT TERN AND ANCHOR VALUES AS THE S I ANDAKD ULIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: Ele 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. --I 1.000'. I-- 2.750" 375" f 1" X 2,75" X .375" MULLION ZIO f� L� N U1 u W O m C) U WZ J o J 2 I- Z C`7 ul X 10 LO r- N X Z PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control ��ttllSlll/(Jr No.58705 ' ate'. STATE OF ///`////O,'VAL A. LYNNIIUILLER, P.E. FL P.E.# 58705 TABLE 4A Mullion Capacity Table (lbsHt) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Tdang. 1 X 2.75 x Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading .650 Alum. Tube __11 Z-1 � � � � �5 � � Z, Z, � � � Z Z, Z, � � � � ,1 � Z, � � Z, Mullion W a (a y as ca a N N a.o (a a R 0 a9 a] a (a V/ a2 (a a Z (a W a.n (a a (a W a.n (a a W W as W a Ca V1 a� a3 a a) V/ a� M a c3 N a� fa a c7 2 n.a W a _ W C. a) a M W a.0 W a W W a.n M a Co N a.0 (a a _ (a a b (a a (a N as (a a Co N o.a (a U m .-r U'o m U m- U a m U Co a Uv m U m a 0-0 0 U m e U'o M U m e U o m U M U-o m U m e Ua (a U Co c Ua m U_ (a c 0.0 m U (o c Uv m U_ m e U-0 m U W U-o m UN m U M M U m U•o m U m Uv m U 0 c 0.0 m 0 m e 0.0 N,_p 5 p = N p 2! C N p 2 C N O? C _ O� C _ ti c _ t5 O c N O e C O 2 i_ t5 9 C _ O 9 N p 9 N ti � C N Z5 2! C N ti 9 L¢` L L O .2 It! O 7 C_ L 7 C� L 7 - 7 2� L C G L 5 � L 7 C 3 2� .2N 7 N C a) C Cr a) a) Ca) C a) Cr CrNy C C N C N C y yU Q 7 NU Cr �C o�'�•; a arr o a a ¢ a a a a a ¢ a a ¢ a� 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 1620 170.0 521 138.8 1620 170.0 521 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170.0 680 106.3 1417 1 170.0 680 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 162.6 1286 170.0 747 146.3 1286 170.0 756 121.9 1286 170.0 756 104.5 1286 170.0 756 91.4 1286 170.0 756 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 856 100.5 1130 170.0 861 86.1 1130 170.0 861 75.3 1130 170.0 861 60in 170.0 885 170.0 701 146.5 915 162.3 761 125.5 915 144.5 746 109.9 915 132.3 735 97.6 915 123.9 726 87.9 915 118.5 720 73.2 915 114.4 715 62.8 915 114.4 715 54.9 915 114.41 715 63in 151.8 830 161.9 710 126.5 830 138.9 694 108.5 830 123.2 681 94.9 830 112.2 670 84.4 830 104.6 662 75.9 830 99.4 656 63.3 830 94.5 649 54.2 830 94.1 649 47.4 830 94.1 649 s m c 66in 132.1 757 140.0 650 110.0 757 119.8 636 94.3 757 105.9 624 82.5 757 96.1 614 73.4 757 89.1 606 66.0 757 1 84.2 600 55.0 757 79.0 593 47.2 1 757 78.2 591 41.3 757 78.2 591 0 J 72in 101.7 636 106.8 552 84.8 636 91.0 540 72.7 636 80.1 530 63.6 636 72.2 521 56.5 636 66.5 514 50.9 636 62.3 508 42.4 636 57.2 500 36.3 636 55.3 497 31.8 636 55.2 497 76in 86.5 571 90.4 498 72.1 571 76.8 488 61. 571 67.4 479 54.1 571 60.6 471 48.0 571 55.5 464 43.2 571 51.8 459 36.0 571 47.0 451 30.9 571 44.8 447 27.0 571 44.5 446 1 1 1 78in 80.0 542 83.4 474 66.7 542 70.8 465 57.1 542 62.1 456 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.6 542 40.6 425 25.0 542 40.1 423 90in 52.1 407 53.7 361 43.4 407 45.4 355 37.2 1 407 39.6 349 32.5 407 35.3 343 28.9 407 32.1 338 26.0 407 29.6 334 21.7 407 26.1 327 18.6 407 24.1 322 16.3 407 23.0 319 96in 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 26.8 358 28.8 304 23.8 358 26.1 300 21.5 358 24.0 296 17.9 358 21.0 289 15.3 358 19.2 284 108 in 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 283 19.9 244 16.7 283 18.0 240 15.1 283 16.5 237 111in 27.8 267 28.3 242 23.1 267 23.8 238 19.8 267 20.6 235 17.3 267 18.3 231 15.4 267 16.5 228 120in 22.0 229 22.3 209 18.3 229 18.8 205 15.7 229 16.2 202 TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPR.) X ( ANCHOR CAP.11 1) `MULLION CAP._,r =ANCHOR CARRM USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5116" Elco Ultracon 3116" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 114" SS Elco A99reGator 5116' Elco Ultracon 114" SS Elco A99reGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5 ) (Ibs) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-118" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 2" 3-1/8" 2" 0.48" 0 54" 0.324" Embedment (in): 1-3/4" 1-W' 1-3/4" 1-3/4" 1-3/4" 1-34' 1-3/4" 1-3/4" Z. 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-14' 1-1/4" 1-114" 1-1/4" Z. 1-318" 1-318" varies 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 390 lbs 390 lbs 450 lbs 890 lbs 310 lbs 630 lbs 220 Ibs 870 lbs 16441bs 270 lbs 280 lbs 354 lbs 740 lbs 230 lbs 370 lbs 320 lbs 580 lbs 374 lbs 664 lbs 946lbs 341 lbs 4421bs 560 lbs 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 lbs N/A NIA 3201bs 1260 lbs 370 Ibs N/A N/A N/A 380 lbs N/A N/A N/A 740 lbs N/A N/A N/A N/A N/A 682 Ibs 8851b 1120 lbs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 lbs 780 lbs 680 lbs 1560 lbs 620 Ibs 1260 lbs 440 lbs 1740 lbs 1896 lbs 540 lbs 560 lbs N/A 760 lbs 460 lbs 740 lbs 640 lbs 1160 lbs 748 lbs 880 lbs 1892 lbs 682 Ibs 0871iD 1120 lbs 2 Anchors @ 0.45" Min. O.C./ U-Clip, into .125" Alum. (Fig. 4): N/A N/A N/A N/A N/A N/A N/A WA N/A N/A NIA N/A NIA N/A N/A N/A N/A WA N/A N/A NIA A 715 lbs 1 Anchor/ F-Clip (Fig. 5): 195 lbs 195 lbs 225 lbs 445lbs 155lbs 315 lbs 110 lbs 435 lbs 822 lbs 135lbs 140 lbs 177 lbs 370 lbs 115 lbs 185 lbs 160 lbs 290 lbs 187 lbs 332 lbs 473lbs 170 lbs 221 lbs 280 lbs 2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 6): 240 lbs 350 lbs N/A WA 1 1601bs 630 lbs 1851bs NIA N/A N/A 190 lbs N/A N/A N/A 1 370 lbs I N/A N/A WA N/A N/A 341 lbs 442 Ibs 560 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: Ee 0 0 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 0 E. 0 0 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125(' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. V X 2.75" X .650" MULLION fA U W 0.. W J J CV 10 z 0 W (D w o 0 W 00 iV CL 1-- W o Z C)Q C) M O W Z rO LLf oo 0 V Nib Q) > U �Q r III T Q 0) (0 z CV CV'i Z tl0 CD 6 C) 4i C) m m 0 0 Q O O Z U) U A—) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By _ Miami -Dade Product Control 7� No.58705 %��'J�• Ai'E t O : 441 i 1/1 P40RIU . •'"r a s A. LYP.E. FL P.E.# 58705 TABLE 5A Mullion Capacity Table (lbs/ft2 Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally-spanrNng mt.Nlions) 50 in 60 in 70 in 80 in 90 in ii 100 in11 120 in 140 in 160 in Rectangular Trap/Triang, Rectangular I Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular Trap/Triang, Rectangular Trap/Triang. 1" x 3.125" x Loading Loading Loading I Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading .500" Alum 2_1 ZT Z � Z, Z, � Z, � Z, � � � � � � � Z Z, Z, Z Z, Z, � � � r: � Z Z, 5 � � Z, s � Tube Mull A a aF N as to a _ a7 CL a a7 a Z M W as M a � m W a� M a W W a.0 a7 a M W a.0 � M a a7 W a.0 M a � a) 0 a.0 M a ca N as � fa a a ca N a o Z W a N W as M a M W as 5 M a � aS N a.o s of a a7 W a.n M a W a M a _ a1 a� m a M 0 ae a7 a M 0 a� W U W e U •p m U m e U m U M c U •p co U M c U •o m U m e 0-0 m U Cc c 0-0 m U 0 c 0-0 m U m e U -a m U m e 0-0 m U m e U -a co U Co e U •o m U m e 0-0 m U m e U M m U m e U -o m U m U -o m U m e U a a U m- U v W U m U •p C N `p C N p C N `p C N `p C N `� _ C 0 d C N `() C N `Q C N `p C N `p C N. `p C N 8 C N p T G N `� C N `p 2 G N `p rd. G N � d C ty O d 0 C L 7 0 L 7 0 C L 0 L 0 K L 7 0 L= L 7 K L C L S C 0 .� 7 L 7 b L 0 L 0 L 7 0 L 0 L 0 V L 3 CN4CN C a) GN aNd C N Cr C C m Z G N C N ¢ ¢0, 2 ¢tr 2 ¢tr ,p M < ¢r D , ¢tY 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 680 135.1 1577 170.0 680 118.2 1577 170.0 680 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 756 121.5 1495 170.0 756 106.3 1495 170.0 756 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 856 124.6 1401 170.0 861 106.8 1401 170.0 861 93.4 1401 170.0 861 60in 170.0 885 170.0 701 170.0 1063 170.0 797 158.5 1156 170.0 878 138.7 1156 167.0 1 928 123.3 1156 156.5 917 111.0 1156 149.7 910 92.5 1156 144.5 903 79.3 1156 144.5 903 69.4 1156 144.5 903 63in 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 860 119.8 1049 141.7 846 106.5 1049 132.0 836 95.9 1049 125.5 828 79.9 1049 119.3 820 68.5 1049 118.9 819 59.9 1049 118.9 819 .c m C 66in 166.8 955 170.0 789 139.0 955 151.3 804 119.1 955 133.7 788 104.2 955 121.4 775 92.6 955 112.6 765 83.4 955 106.4 757 %5 955 99.8 749 59.6 955 98.7 746 52.1 955 98.7 746 m 72in 128.5 803 134.9 697 107.0 803 114.9 682 91.8 803 101.1 670 80.3 803 91.2 659 71.4 803 83.9 649 64.2 803 78.6 642 53.5 803 72.2 632 45.9 803 69.8 628 40.1 803 69.7 627 3 76in 109.2 721 114.1 629 91.0 721 97.0 616 78.0 721 85.1 605 68.3 721 76.5 595 60.7 721 70.1 586 54.6 721 65.4 579 45.5 721 59.4 569 39.0 721 56.6 564 34.1 721 56.1 563 1 78in 101.0 684 105.4 599 84.2 684 89.4 587 72.2 684 78.4 576 63A 684 70.4 567 56.1 684 64.4 558 50.5 684 W9 551 42.1 684 54.1 541 36.1 684 51.3 536 31.6 684 50.6 534 90in 65.8 514 67.9 456 54.8 514 57.3 448 47.0 514 50.0 440 41A 514 44.6 433 36.5 514 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.5 514 30.4 406 20.6 514 29.0 403 96in 54.2 452 55.7 404 45.2 452 47.0 396 38.7 452 40.9 390 33.9 452 36.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22.6 452 26.6 365 19.4 452 24.2 359 16.9 452 22.8 355 108in 38.1 357 38.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 22.7 303 19.0 357 20.8 299 15.9 357 18.0 293 13.6 357 16.2 287 11.9 357 15.0 283 111in 35A 338 35.8 306 29.2 338 30.1 301 25.0 338 26.1 296 21.9 338 23.1 292 19.5 338 20.8 288 17.5 338 19.0 284 14.6 338 16.5 278 12.5 338 14.8 273 11.0 338 13.6 269 120in 27.7 289 28.2 263 11 23.1 289 23.7 259 19.8 289 20.5 256 17.3 289 18.1 252 15.4 289 16.3 249 13.9 289 14.9 246 11.6 289 12.8 240 9.9 289 11.4 236 8.7 289 10.4 232 TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X (ANCHOR CAP.FROM T> `MULLION CAP.FRO.T< =ANCHOR CAP.,,. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3116" DeWalt Ultracon+ 114" DeWalt Ultracon+ 1/4" SS Elco A99reGator 5/16" Elco Ultracon 1/4" SS Elco A99reGator #10 Steel Screw(G5) #12 Steel Screw(G5) #12 Steel Screw(G5 ) (Ibs) Edge Distance (in): 1" 2-1/2" V 2-1/2" 1" 2-1/2" 1" 2-1/2' 3-1/8" T. 2-1/2" 1" 2-1/2" 1" 2-1/2" V 2-1/2" 2" 3-1/8" 2" 0.48" 0,54" 0.324" Embedment (in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2" 1-3/8" 1-3/8" varies 2 Anchors @ 4.75" Min. O.C. !Standard or Offset Clip (Fig. 1): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 3101bs 630 Ibs 220 Ibs 870 Ibs 16441bs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 320 Ibs 580 Ibs 374 Ibs 664 Ibs 9461bs 341 Ibs 4421bs 560 Ibs 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 lbs N/A N/A 320 Ibs 1260 lbs 370 lbs N/A WA N/A 380 lbs WA N/A NIA 740 lbs NIA N/A N/A N/A N/A 682 lbs 885 Ibs 1120 lbs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 lbs 780 lbs 680 lbs 1560 lbs 620 lbs 1260 lbs 440 lbs 1740 lbs 1896 Ibs 540 lbs 560 lbs N/A 760 lbs 460 lbs 740 lbs 640 lbs 1160 lbs 748 lbs 880 lbs 1892 lbs 682 lbs 885 Ibs 1120 lbs 3 Anchors @ 0.45" Min. O.C./ U-Clip, into . 125" Alum. (Fig. 4): N/A N/A N/A N/A N/A N/A NIA N/A NIA WA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1073lbs 1 Anchor / F-Clip (Fig. 5): 195 lbs 195 lbs 225 lbs 445 lbs 155 lbs 315 lbs 110 lbs 435 lbs 822 lbs 135 lbs 140 lbs 177 lbs 370 lbs 115 lbs 185 lbs 160 lbs 290 lbs 187 lbs 332 lbs 473 lbs 170 lbs 221 Ibs 280 Ibs 2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. % 240 Ibs 350 lbs N/A N/A 160 Ibs 630 lbs 185 Ibs WA N/A N/A 190 lbs N/A N/A N/A 370 lbs NIA N/A N/A N/A NIA 341 lbs 4421bs 560 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. o U 0) Z O J J 2 X W C) l7] M H Z W z° a 3 C J J � J '<< � Z Z � Z 212 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control i-1.000"-I FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: \ f( "" • • iyl �� 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.1GEt' Sc r HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. N0. 58705Ee =_ ANGLE CLIP MUST BE USED IN PAIRS. .500" _ 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED -6 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED _ C% FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" 111 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1" X 3.125" X .5" MULLION ��� F' ' E F 4(/\ (VVFMULLION) i , '•.4ORIt?I'°.. ' ♦�e LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND s G THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. /�/////ONAL.'e.� \\\ A. LVf N MILL`_h, P.E. FL P.E.# 58705 TABLE 6A Mullion Capacity Table (lbse) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in 1 x 4 x .125 Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap!'rriang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trapfiriang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Alum. Tube Mullion ci a m C o •_ �c co n a me V v `o. L C N 40: 'u a m 0 G c •_ mac, >1_ ci o me 0 v `o. v t 3 C d Qd' 5 a m O C o �a Y .5 a s m 0 v `o. L 7 C 0) QD: 0 a W 0 C o _ 7 .mac 0 a s me 0 v `o. L C N ¢D: (nQ p R 0 C c _ 7 �. gc o a d me U v `o. d L 7 C Cr QQ: Z c� p m 0 C c _ �c a M NO m e 0 v 0) o. L 7 C N Qd: � o a m 0 C o ._ gc � o a s Co c 0 v `o. L s C 00 Qd' 5 M m 0 C o •_ �� c�a � _ 5 p �' me 0 v o. L 7 C W QrY 0 M a m 0 C a •_ �� �- Z 0 R N a.0 me 0, `o. d L 7 C N QD: 0 M a m 0 C o •_ � a �c � 0 W y a� m... 0 v `o. L 7 C Cr QK � 0 M a m 0 C o ._ �� �� _ W CL me 0-0 `o. t a C 0 QD: M a m U C o •_ �� �.-. Z* o M 0 a•0 me 0 v `o. d .0 C N Q� � o M a m 0 C o •_ 7 a �c M 0 a.0 m... 0 v `o. .0 G N Q� Z5 0 a m 0 C o •_ 7 a �c Z _ N N a.n m..• 0 v `o. L C N QO! 2 o M a m 0 C o •_ � j; �c ci M 0 a.0 m� 0 v `o. d r 7 C N Qd' Z, a M a m 0 C o •_ � ,p ��: Z 5 O7 M ad me 0 v `o. L 7 C N QO_ o 01 a m 0 C o ._ �� ��. Z, 5 W 0) a.9 me 0-0 N `o. L C� Q 5 fQ a m 0 C co �� 0 OS 2 as cow 0 v v .0 C N Qd' 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 145.8 1489 170.0 521 127.6 1489 170.0 521 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 156.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 680 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 756 87.8 1235 170.0 756 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 803 137.2 1158 170.0 837 123.5 1158 170.0 856 102.9 1158 170.0 861 88.2 1158 170.0 861 77.2 1158 170.0 861 60in 170.0 885 170.0 701 166.7 1042 1 170.0 797 1 142.91 1042 1 161.1 832 125.1 1042 1 146.7 815 1 111.21 1042 1 136.8 801 100.01 1042 130.2 791 83.4 1042 125.1 782 71.5 1 1042 125.1 782 62.5 1042 125.1 782 63in 170.0 930 170.0 745 151.2 992 163.6 818 129.6 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 768 90.7 992 114.8 758 75.6 992 108.4 745 64.8 992 108.0 744 56.7 992 108.0 744 w 66in 165.4 947 170.0 789 137.8 947 148.0 786 118.1 947 130.3 768 103.4 947 117.7 752 91.9 947 108.7 738 82.7 947 102.2 727 68.9 947 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 72in 135.9 849 142.7 737 113.2 849 121.6 722 97.0 849 106.9 708 84.9 849 96.4 696 75.5 849 88.7 686 67.9 849 82.7 675 56.6 849 75.3 659 48.5 849 72.5 652 42.5 849 72.4 651 76in 115.5 762 120.7 665 W3 762 102.6 652 82.5 762 90.0 640 72.2 762 80.9 629 1 64.2 762 74.2 620 57.8 762 69.2 613 48.1 762 62.8 602 41.3 762 59.9 597 36.1 762 59.4 595 M 78in 106.9 724 111.4 634 89.0 724 94.6 621 76.3 724 82.9 609 66.8 724 74.4 599 59.4 724 68.1 591 53.4 724 63.4 583 44.5 724 57.3 573 38.2 724 54.3 567 33.4 724 53.5 565 90in 69.6 543 71.8 483 58.0 543 60.7 474 49.7 543 52.9 466 43.5 543 47.1 458 38.6 543 42.8 452 34.8 1 543 39.5 446 29.0 543 34.9 436 24.8 543 32.1 430 21.7 543 30.7 426 96in 57.3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 478 38.5 406 31.8 478 34.8 400 28.7 478 32.0 395 23.9 478 28.1 386 20.5 478 25.6 380 17.9 478 24.2 376 108in 40.3 377 41.1 341 33.5 377 34.6 335 28.8 377 30.0 330 25.2 377 26.6 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14.4 377 17.1 304 Ill in 37.1 357 37.8 323 30.9 357 31.8 318 26.5 357 27.6 313 23.2 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 15.4 357 17.4 294 120in 29.3 306 29.8 279 24.5 306 25.1 274 21.0 306 21.7 270 18.3 306 1 19.2 267 16.3 306 IT3 263 144 in 17.0 212 17.2 196 TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,.) X \ ANCHOR CAP.,,,,, aG\ `MULLION CAP.F� _ =ANCHOR CAP, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Substrate: 2.7k Concrete 3k Concrete 3.5k Conc, Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16' DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 1/4" SS Elco A99reGator 5/16" Elco Ultracon 1/4" SS Elco A99reGator #10 Steel Screw(G5) #12 Steel Screw(G5) #12 Steel Screw(G5 ) (Ibs) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" T' 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 2" 3-1/8" 2" 0.48" 0.54" 0.324" Embedment (n): 1-3/4" 1-3/4" 1-3/4" 1-34' 1-3/4" 1-3/4" 1-3/4" 1 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" 2" 1-3/8" 1-3/8" varies 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1&2): 390 Ibs 390 Ibs 450 Ibs 890 lbs 310 lbs 630 lbs 220 lbs 870 lbs 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 320 Ibs 580 Ibs 374 Ibs 664 Ibs 946 Ibs 341 Ibs 442 Ibs 560 Ibs 4 Anchors @ 2.25" Min. O.C. / Standard (or Offset) Clip (Fig. 3): 700 lbs 700 lbs 580 lbs 1410 lbs 620 lbs 12601bs 420 lbs 1720 lbs 952 lbs N/A 560 NIA 630 lbs 390 lbs 740 lbs 510 lbs 10601bs N/A 880 lbs NIA 682 lbs 885lbs 1120 lbs 8 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 4): 960 lbs 1400 lbs N/A N/A 640 lbs 2520 lbs 740 lbs NIA NIA WA -lbs 760 lbs N/A NIA N/A 1480 lbs N/A N/A WA N/A N/A 13631bs 1770 lbs 2240 lbs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5): 780 lbs 780 lbs 680 lbs 1560 lbs; 620 Ibs 1260 lbs 440 lbs 1740 lbs 1896 lbs 540 lbs 560 lbs N/A 760 lbs 460 lbs 740 lbs 640 lbs 1160 lbs 748 lbs 880 lbs 1892 lbs 682 lbs 8851bs 1120 lbs 6 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 6): 1170 lbs 1170 lbs 1020 Ibs 2340 lbs 930 lbs 1890 lbs 660 Ibs 2610 lbs 2844 lbs 810 lbs 840 lbs N/A 1140 lbs 690 lbs 1110 lbs 960 lbs 1740 lbs 1122 lbs 1320 lbs 2838 lbs 10221bs 1327 lbs 1680 lbs 4 Anchors @ 0.45" Min. O.C. / U-Clip, into .125" Alum. (Fig. 7): N/A NIA N/A N/A NIA N/A N/A WA N/A WA WA N/A N/A N/A N/A NIA N/A NIA N/A NIA NIA N/A 1430 lbs 2 Anchors @ 2.25" Min. O.C./ F-Clip (Fig. 8): 350 Ibs 350 lbs 290 lbs 705 lbs 310 lbs 630 lbs 210 lbs 860 lbs 476 lbs I WA 280 Ibs WA 315 lbs 195 lbs 370 lbs 255 lbs 530 lbs N/A 440 Ibs N/A 341 lbs 4421bs 560 lbs 4 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 9):1 480 Ibs 700 lbs N/A N/A 3201bs 1 1260 lbs 3701bs N/A N/A NIA 380 Ibs N/A N/A N/A 740 Ibs N/A N/A NIA N/A NIA 682 Ibs 885lbs 1120-1 bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: • • • • FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 5: FIGURE 6: FIGURE 7: e • • • • • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. --1 1.000" �--- 4.000" V X 4" X .125"I MULLION 125" 10 rn z 0 t- rn 0 w `o ^ W O > CL W 0 �ca o Z O Q O M (D W Z� C)z in W O W U VC) d > cn J � � J Q N N Lo d O d O 04 i4 m m � Y Y X Q O O Z O U) m 5,0 CD m in 0 0­, PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control \a 11111// 0 LYNttl No. 58705 Y�AT E/OF A. LYNIVikRI P.E. FL P.E.# 58705 TABLE 7A Mullion Capacity Table (Ibs/ft2) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. 1 x 4 x .375 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum. Tube & .,T.. M e ca V a M V V M M V V M V 0 V V Z. W 2 M Z, a Zl V Z, M Z. s Z, V Z� MUIIIOn a U aM a V a C 2 fl o V l0 a 0 2 al¢ o V (Q a C 0 as U (p a C N acps fp atp IO � taps l0 a l6 N a�4 n f0 a 8_ t6 N a n U� (iy a U_ (0 as U 0 a a R N aa_ U (0 a a 9 N as 8 W a U_ C N a o 8 Q a Ci N N �4a4s 0 4a 8 C N as OW 0 a U R N as 00, (p a 8 O N n a a, (0 a a tQ N a U Q a a f0 N an 8 C (V O 70 O ti G p C� v O d f� C V CJ p O C� C V v O (� _ C V fJ p O CJ C (V V (J p N O (� C V I C) v N O C V O G p v O d C o v N O C V v O C V Nam.. O C tV o V v O C p l O C V O C V O C V v O C V • L 7 C Cr •_ N L C N •_ L 7 C N N L C Cr t 7 C W L a C N 7 N L V t 7 C N •_ L C L V Q 7 L 7 V L C N y L V Q '� y L 7 V Cr - y 2c L 7 U O' t V Cr - L 3 V a _ t V Cr Qtr �c Q0 40 �c QK �c QD ¢K �c 4 Y 2 QD_ QD Q� Q<r QD �c Q� ga Qfr <W Q� Qtr Qtr 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 151.8 2024 170.0 680 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 1793 170.0 756 156.0 1919 170.0 756 136.5 1919 170.0 756 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 �9756170.0 159.9 1799 170.0 861 137.1 1799 W0.0 861 120.0 1799 170.0 861 60in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1 1594 170.0 996 155.5 1619 170.0 1 1033 129.6 1619 170.0 1063 111.0 1619 170.0 1063 97.2 1619 170.0 1063 63in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 168.5 1158 100.7 1542 167.9 1157 88.1 1542 167.9 1157 J: 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1086 142.8 1472 168.8 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1108 91.8 1472 146.0 1104 80.3 1472 146.0 1104 72in 170.0 1063 170.0 878 170.0 1275 170.0 1009 150.8 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.E 1320 128.6 1049 88.0 1320 117.0 1024 75.4 1320 112.6 1013 66.0 1320 112.5 1012 76in 170.0 1122 170.0 937 149.6 1184 159.4 1013 128.2 1184 139.9 994 112.2 1184 125.7 978 99.7 1184 115.3 964 89.8 1184 107.5 952 74.8 1184 97.6 935 64.1 1184 93.1 927 56.1 1184 92.3 925 78in 166.1 1124 170.0 967 138.4 1124 147.0 965 11&6 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 105.8 918 83.0 1124 98.5 905 69.2 1124 89.0 890 59.3 1124 84.3 881 51.9 1124 83.2 878 90in 108.1 844 750 90.1 844 94.3 736 77.2 844 82.1 724 67.6 844 73.3 712 60.1 844 66.5 702 54.0 844 61.4 693 45.0 844 54.2 67$ 38.6 844 50.0 668 33.8 844 47.7 662 96in 89.1 742 663 74.2 742 77.2 652 63.6 742 67.2 641 55.7 742 59.8 631 49.5 742 54.1 622 44.5 742 49:8 614 37.1 742 43.6 600 31.8 742 39.8 590 27.8 742 37.5 5$4 108in 62.6 586 F6331.9 530 52.1 586 53.8 521 44.7 586 46.6 513 39.1 586 41.4 505 34.8 586 37.3 498 31.3 586 34.2 492 26.1 586 29.6 481 22.3 586 26.6 472 19.5 586 24.7 466 111in 57.6 555 503 48.0 555 49.5 495 41.2 555 42.9 487 W.0 555 38.0 480 32.0 555 34.2 473 28.8 555 31.3 467 24.0 555 27.1 457 20.6 555 24.3 448 18.0 555 22.4 442 120in 45.6 475 46.4 433 38.0 475 39.0 426 32.6 475 33.7 420 28,5 475 29.8 414 25.3 475 26.8 409 22.8 475 24.5 404 19.0 475 21.1 395 16.3 475 18.7 387 14.3 475 17.2 381 144in 26.4 330 26.7 1 305 22.0 330 22.4 301 18.9 330 1 19.3 297 1 16.5 330 17.0 293 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,.) X (ANCHOR CAP.FaoMTa�E\ \MULLION CAP.F"o"T- =ANCHOR CAP.REa USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3/16" Elco Ultracon 14' Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5/16' Elco Ultracon 3/16" Elco Ultracon 1/4" Eico Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 1/4" SS Elco AggreGator 5116' Elco Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) (IbS) Edge Distance (in): 1" 2-112" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3 1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/Z' 1" 2-1/2" 2" 3-1/8" 2" 0.48" 0.54" 0.324" Embedment (in): 1-3/4" 1-3/4" 1-3/4" 1 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-1/4" T 1-3/8" 1.3/8" varies 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1&2): 390 Ibs 390 Ibs 4501bs 890 Ibs 310 Ibs 630lbs 220 Ibs 870 Ibs 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 7401bs 230 Ibs 370 Ibs 320 Ibs 580 Ibs 374 Ibs 664 Ibs 946 Ibs 341 IbS 442 Ibs 560 Ibs 4 Anchors @ 2.25" Min. O.C. / Standard (or Offset) Clip (Fig. 3): 700 Ibs 700 Ibs 5801bs 1410 Ibs 620 Ibs 1260 Ibs 420 Ibs 17201bs 952lbs WA 560 Ibs N/A 6301bs 390 Ibs 740 Ibs 510 Ibs 1060 Ibs N/A 880 Ibs N/A 682lbs 885 Ibs 1120 Ibs 8 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 4): 960 Ibs 1400 Ibs WA N/A 640 Ibs 2520 Ibs 740 Ibs N/A WA N/A 760 Ibs N/A N/A N/A 1480 Ibs NIA WA N/A WA N/A 1363 Ibs 1770 Ibs 2240 Ibs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740lbs 1896lbs 540 Ibs 560 Ibs N/A 7601bs 460 Ibs 740 Ibs 640 Ibs 1160 Ibs 748 Ibs 880 Ibs 1892 Ibs 6821bs 885 Ibs 1120lbs 6 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 6): 1170 Ibs 1170 Ibs 1020 Ibs 2340 Ibs 930 Ibs 1890 Ibs 660 Ibs 2610lbs 2844 Ibs 810 Ibs 840 Ibs N/A 1140 Ibs 690 Ibs 1110 Ibs 960 Ibs 1740 Ibs 1122 Ibs 1320lbs 2838 Ibs 1022 Ibs 1327lbs 16801bs 4 Anchors @ 0.45" Min. O.C. / U-Clip, into .125" Alum. (Fig. 7): NIA NIA WA N/A N/A N/A N/A N/A N/A N/A WA N/A WA N/A N/A N/A NIA NIA N/A N/A N/A WA 1430 Ibs 2 Anchors @ 2.25" Min. O.C./ F-Clip (Fig. 8): 3501bs 350lbs 290 Ibs 705 Ibs 310 Ibs 630lbs 210 Ibs 860 Ibs 476 Ibs N/A 280 Ibs WA 315lbs 1951bs 370 Ibs 255 Ibs 530 Ibs N/A 440 Ibs N/A 341 Ibs 442 Ibs 5601 4 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 9):1 480 Ibs 700 Ibs N/A N/A 320 Ibs 1 1260 Ibs 370 Ibs NIA N/A N/A 380 Ibs I N/A N/A N/A 740 Ibs NIA N/A N/A N/A N/A 682lbs 885 Ibs 1120 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: III ItoIIIa 19 0 FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: • • • ® ® • • ® • FIGURE 5: FIGURE 6: FIGURE 7: • • • • • • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ---1 1.062" f -- --1 1.000" r-- 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE I SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1" X 4" X .375" "T" -MULLION 5" 4.000" V X 4" X .375" MULLION i' 10 N z 0 t- D 0 w 6 0 W L� N O a Z O Q O M W Z z 0° �W J O JCN Q G) co 2 Z 6 CM U) o Cl X Y Y X Q O O Z fn .^ PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control �01;ts1tt/ta OGE No. 58705 2c) �_ At� �; o fi8 � AL A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 8A Mullion Capacity Table (lbs/R2) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. 1.25" X Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading 3.188" x .265" Alum 211 -2:1 .2 .� Z, 21 2_1 � � Z, Z, Z _ � � Z, Z, � � � Z 2 Z, r^ _ _ � Mull NA 0. N a CO 0. f6 N a !Q o CO M l6 a N-NA n N a N Nn (6 R Nn f6 61 N aC6 C6 N 0 N N /6 l6 l6 aC6 aCm6 oCm6 2�. clm6 aNm _�. a1066 Nm aCm6 aCmQ ate66 No CTube m U m U m U m U m U m U Uo m U m 0-0 m U 8 V .0 U U v UU U U U Cc m v� 8iU Ua U Uv U :6. U U eb 0-0 U •o U (J V C N o O C N O C E O i C N $ 2 C N O C N O C $ d C N C N O 2 C N O C N `o C N O C `o d C N O d C N O 9 C O N C N 9 C N 0 •- L 0 •- L 0 •- L 7 0 •- ,C 0 •- L 0 •- L 7 0 •- t 7 0 •- L 7 0 •- .0 0 � .- L 0 .- L 0.. •- L 0 •- L 7 0� .- L 3 0 �,,. L 7 0 Cr 0 .0 C 0 c N C N = U Q N 0 1T - U CT _ C W C N 7 C N 7 C N G N C N C W 7 C N 7 !' W 0 Q C N 7 G Cr N 0 C N Q g c Q D c Q Q g c Q K c Q Ix c Q o c Q c Q c Q 0 c Q d .n g c Q c Q K c Q c Q D g c Q c Q d Q Ix 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 151.6 1769 170.0 521 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 1548 170.0 680 116.1 1548 170.0 680 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 119.3 1468 170.0 756 104.4 1468 170.0 756 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 856 122.3 1376 170.0 861 104.8 1376 170.0 861 91.7 1376 170.0 861 60in 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 878 139.0 1158 167.4 930 123.6 1158 156.8 919 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 1158 144.8 905 69.5 1158 144.8 905 63in 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 862 120.1 1051 142.0 848 106.7 1051 132.3 837 96.1 1051 125.7 830 80.1 1051 119.5 822 68.6 1051 119.1 821 60.0 1051 119A 821 w 66in 167A 957 170.0 789 139.3 957 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112.8 767 83.6 957 106.6 759 69.6 957 100.0 750 59.7 957 98.9 748 52.2 957 98.9 748 c 72in 128.7 804 135.2 698 107.3 804 115.2 684 91.9 804 101.3 671 80.4 604 91A 660 71.5 804 84.1 650 64.4 804 78.8 643 53.6 804 72.3 633 46.0 804 69.9 629 40.2 804 69.8 628 d J 76in 109.4 722 114.4 630 91.2 722 97.2 618 78.2 722 85.3 606 68.4 722 76.7 596 60.8 722 70.3 588 54.7 722 65.5 580 45.6 722 59.5 570 39A 722 56.7 565 34.2 722 56.2 564 rE 78in 101.2 685 105.6 600 84.4 685 89.6 588 72.3 685 78.5 577 63.3 685 70.5 568 56.2 685 64.5 560 50.6 685 60.1 553 42.2 685 54.3 543 36.2 685 51.4 537 31.6 685 50.7 536 90in 65.9 515 68.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 515 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 515 29.1 404 96in 54.3 453 55.8 404 45.3 453 47.1 397 38.8 453 41.0 391 33.9 453 36.4 385 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 19.4 453 24.3 360 17.0 453 22.9 356 108in 38.1 358 39.0 323 31.8 358 32.8 318 27.2 358 28.4 313 23.8 358 25.2 308 21.2 358 22.7 304 19.1 358 20.8 300 15.9 358 18.0 293 35.1 338 35.8 306 29.3 338 30.1 301 25.1 338 26.1 297 22.0 338 23.2 293 19.5 338 20.9 289 17.6 338 19.1 285 E44 27.8 290 28.3 264 23.2 290 23.8 260 19.9 290 20.6 256 174 290 18.2 253 15A 290 16.4 249 1&1 201 16.3 186 TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,.) X (.ANCHOR CAP.,.M � \MULLION CAP.1- rpm =ANCHOR CAP._ -- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 1/4" SS Elco A99reGator 5116" Elco Ultracon 1/4" SS Elco A99reGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5 ) (Ibs) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/T T 3-1/8" 2" 0AW 0.54" 0.324" Embedment (in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4' 1-14' 1-14' 1-1/4" 1-1/4" 2" 1-3/8" 1-3/8" varies 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 390 Ibs 390 lbs 450 lbs 890 lbs 310lbs 630 lbs 2201bs 870 lbs 1644 Ibs 270 lbs 280 lbs 354 lbs 740 lbs 230 lbs 370 lbs 320 lbs 580 lbs 374 lbs 664 lbs 1 9461bs 341 lbs 442lbs 1 560 lbs 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 lbs 700 lbs N/A WA 320 Ibs 1260 lbs 370 Ibs WA NIA NIA 380 lbs N/A N/A N/A 740 lbs N/A N/A N/A N/A N/A 682 lbs 885 lbs 1120 lbs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 lbs 780 lbs 680 lbs 1560 lbs 620 lbs 1260 lbs 440 Ibs 1740 lbs 1896 Ibs 540 lbs 560 lbs WA 760 lbs 460 lbs 740 lbs 640 lbs 1160 lbs 748 lbs 880 lbs 1892 lbs 682 lbs 885 lbs 1120 lbs 4 Anchors @ 0.45" Min. O.C. / U-Clip, into .125" Alum. (Fig. 4): N/A N/A N/A NIA N/A N/A N/A WA N/A WA WA N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A N/A 1430 lbs 1 Anchor / F-Clip (Fig. 5): 1951bs 195 lbs 225 lbs 445 lbs 1551bs 315 lbs 110 lbs 435 lbs 822 lbs 135 Ibs 140 lbs 177 lbs 370 Ibs 115 lbs 185 lbs 160 lbs 290 lbs 187 lbs 332 lbs 473 lbs 170 lbs 221 lbs 280 lbs 2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 6): 2401bs 350 lbs N/A N/A 160 Ibs 630 lbs 185 Ibs N/A N/A WA 190 lbs N/A N/A N/A 370 lbs NIA N/A N/A N/A N/A 341 lbs 4421bs 560 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: TAR[ F NOTFS- 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. f---1.250"--1 3.188" .265" T 1.25" X 3.188" X .265" MULLION (1-1/4" VF MULLION) ® O N QV rn Zo .� oZ � Z O o ai N CO TT K W ~ [Y O W O o Z U)Q H W W Z W Jz m W C_ G v d 0 r) o eQ Q Z F 00 Cf) 00 W CM W W X I'- LO V CV Q L o 22. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control ,1\I111111// r1 l L IVIAV /f✓r ado. 53705 SiAtEF� �Nt.3Po S f_C1` /1 VAS. A. LYN/f I1IIk ER, P.E. FL P.E.# 58705 TABLE 9A Mullion Capacity Table (Ibs/fe) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 1 90 in 100 in 120 in 140 in 160 in 1.25 3.25 Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. 11 Rectangular Trap/Triang. Rectangular Trap/Triang. x Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading x .100 Alum. Tube > T Z,> 2 >. > T T Z. T Z, Z, T > T T T T T T 7 'o > T > 'u T •� T r 'u « 'S « T T y Mullion '�. 8. 2.;� R ,-. a� � a 'o'u a a 'o .-. a�_ ti a � � � $�__ � � � � 2. 2. ��__ � 8.�_ R .-. a�_ a o 1, �.�_ o � � � _� i� � .-. �� B .... � _� a a�_ a a a s� 9 a s a 8 a a" a a" � a a" a a� a a s a a a a" C p C C C 5 C C L < < G < < G <� <� � af < < < < < < 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 153.3 1118 170.0 521 127.7 1118 170.0 521 1 109.5 1 1118 170.0 521 95.8 1118 170.0 521 48 in 170.0 708 170.0 524 170.0 850 170.0 584 167.6 978 170.0 630 146.7 978 170.0 661 130.4 978 170.0 677 IlT3 978 170.0 680 97.8 978 170.0 680 83.8 978 170.0 680 73.3 978 170.0 680 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 150.7 927 170.0 684 131.9 927 166.5 708 117.2 927 159.1 699 105.5 927 156.3 696 87.9 927 156.3 695 75.4 927 j 156.3 695 1 65.9 j 927 156.3 695 54in 170.0 797 170.0 612 154.5 869 170.0 691 132.5 869 153.9 683 115.9 869 141.8 669 103.0 869 134.0 660 92.7 869 129.8 654 77.3 869 128.8 652 66.2 869 128.8 652 57.9 869 128.8 652 60in 143.2 746 153.8 634 119A 746 132.3 1 620 102.3 746 117.8 608 89.5 746 107.8 599 79.6 746 101.0 592 71.6 746 96.6 587 59.7 746 93.3 583 512 746 93.3 583 44.8 746 93.3 583 t 63in 123.7 677 132.0 579 103.1 677 113.2 566 88A 677 100.4 555 77.3 677 91.4 546 68.7 677 85.2 539 61.9 677 81.0 534 51.6 677 77.0 529 44.2 677 76.7 529 38.7 677 76.7 529 c 66in 107.6 617 114.1 530 89.7 617 97.6 519 76.9 617 86.3 509 67.3 617 78.3 500 59.8 617 72.6 494 53.8 617 68.7 489 44.8 617 64A 483 38.4 617 63.7 482 33.6 617 63.7 482 J 72in 82.9 518 87.1 450 69.1 518 74.2 440 59.2 518 65.2 432 51.8 518 58.8 425 46.1 518 54.2 419 41.4 518 50.7 414 34.5 518 46.6 408 29.6 518 45.0 405 25.9 518 45.0 405 � Q 76 in 70.5 465 73.7 406 58.7 465 62.6 398 50.3 465 54.9 390 44.1 465 49.4 384 39.2 465 45.3 378 35.2 465 42.2 374 29A 465 38.3 367 25.2 465 36.5 364 22.0 465 36.2 363 346 20.4 441 32.7 345 78 in 65.2 441 68.0 387 54.3 441 57.7 379 46.6 441 50.6 372 40.8 441 45.4 366 36.2 441 41.6 360 32.6 441 38.7 356 27.2 441 34.9 349 23.3 441 33.1 90in 42.4 1 332 43.8 295 1 35.4 1 332 1 37.0 289 30.3 332 32.3 284 1 26.5 f 332 1 28.8 280 23.6 1 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 266 15.2 332 19.6 262 13.3 332 18.7 260 96in 35.0 291 35.9 260 29,1 291 30.3 256 25.0 291 26.4 252 21.9 291 23.5 248 19.4 291 21.3 17.5 291 19.5 241 14.6 291 17.1 236 12.5 291 15.6 232 108 in 24.6 230 25.1 208 20.5 230 21.1 205 17.5 230 18.3 201 15.4 230 16.2 198 1 Ill in 22.6 218 23.1 197 18.9 218 19A 194 16.2 218 16.8 191 14.1 218 14.9 188 120 in 17.9 187 18.2 170 14.9 187 15.3 167 1. TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP"Ea) X \ ANCHOR CAP'F,�r ` MULLION CAP,_.) =ANCHOR CAP._ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4' DeWalt Ultracon+ 14' SS Elco AggreGator 5/16' Elco Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) (Ibs) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" V 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-112" 2" 3-1/8" Z. 0.48" 0.54" 0.324" Embedment (in): 1-3/4" 1-314" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" Z. 1-3/8" 1-3/8" varies 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 390lbs 390lbs 450 Ibs 890 Ibs 310lbs 630lbs 220 Ibs 870 Ibs 1644lbs 270 Ibs 280 Ibs 354lbs 740lbs 230lbs 370 Ibs 320 Ibs 580 Ibs 374 Ibs 664lbs 946 Ibs 341 Ibs 442 Ibs 560 Ibs 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480lbs 700 Ibs N/A N/A 320lbs 1260 Ibs 370 Ibs N/A WA N/A 380 Ibs N/A N/A N/A 740 Ibs N/A N/A N/A N/A N/A 682 Ibs 885 Ibs 11201bs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780lbs 780lbs 680 Ibs 1560 Ibs 620lbs 1260 Ibs 440 Ibs 1740lbs 1896lbs 540 Ibs 560 Ibs N/A 760lbs 460 Ibs 740 Ibs 640 Ibs 1160 Ibs 748 Ibs 880 Ibs 1892 Ibs 682lbs 885 Ibs 1120lbs 3 Anchors @ 0.54" Min. O.C. / U-Clip, into .100" Alum. (Fig. 4): N/A NIA N/A N/A N/A N/A N/A N/A N/A WA N/A N/A WA N/A N/A N/A NIA N/A WA N/A N/A N/A 950 Ibs 1 Anchor / F-Clip (Fig. 5): 195 Ibs 195 Ibs 225 Ibs 445 Ibs 155 Ibs 315 Ibs 110 Ibs 435 Ibs 822 Ibs 135 Ibs 140 Ibs 177 Ibs 370 Ibs 115 Ibs 185 Ibs 160 Ibs 290 Ibs 187 Ibs 332 Ibs 473 Ibs 170 Ibs 221 Ibs 280 Ibs 2 Anchors @ 1 AY Min. O.C./ F-Clip (Fig. 6): 240lbs 350lbs WA WA 160 Ibs 630lbs 185 Ibs N/A WA N/A 190 Ibs N/A WA N/A 370 Ibs WA WA N/A N/A N/A 341 Ibs 442 Ibs 560lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25" X 3.25" X .100" MULLION FOR FIELD -MULLED UNITS f--1.250"-1 1.25" X 3.25" X .100" MULLION FOR FACTORY -MULLED UNITS U) Zt- O N o r M aai W � O Z W O Q M U WI W Z Z Z m W D G C p U w­l Q C) C)C)r N_ Z Q T Q Z O O U) X 6a; 00 C,ui c0 C,Nof 0 0 M X N U Q Q Z O O yCC., G C O Co O 5,0 .b S m� PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control ltllllll, r No- 58705 104 A. LYNw MI R, P.E. FL P.E.# 58705 TABLE10A Mullion Capacity Table (Ibsfle) Opening Width (forvertically-spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in Rectangular Trap(Triang. Rectangular Trap/rriang. Rectangular Traplrriang, Rectangular TraplTriang. Rectangular Trap(rriang. Rectangular Trap/Triang. Rectangular TraplTriang. Rectangular Trap/Triang. Rectangular Trap7Triang. 1.25 x 326 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading loading Loading Loading Loading x .saa Alum. Tube T T T T T S a T W N W W N W T W N T W N W ?, W N T W ?. W N T W W T W Y W N T W y W fll Mullion U U a U U m U U U U- . U U m U _ U- U U a U U U .nW U_ ci U na U m n U as U v a U a.a U v n. U na �.-� U a a U a� U v n U na U v a U na U o n U a� U v a U a.a U v � 99 C w tl ,�.-. 6 E C �. N - N C tl ¢G N .n g c C tl ¢� N 5 v C tl do 3 N a c U tl d� N a c C O ¢o 3 N c C C! ¢� N a U D• c tl d2 - y a c U Q c tl dC = - U G' c© ¢o: - y M -a U O' c tl ¢� = y -fl U Q c tl da = y > c U S c m ¢of - N = ,a `E o U Q c© dC = N 9 U d• c m d� = H ,a U D c tl d� = N > a c U S c m d� y c U D• c tl dof - y :2 c U Q' c m ¢2 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170,0 1488 170.0 521 170.0 1735 170.0 521 170,0 1983 170.0 521 48in 170.0 708 170-0 524 170.0 850 170.0 584 170,0 992 170 0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 169.7 1979 170.0 680 148.5 1979 170.0 680 50,625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 152,5 1877 170.0 756 133,5 1877 170.0 756 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 170,0 1434 170.0 837 170.0 1594 170.0 856 156.4 1759 170.0 861 134.1 1759 170.0 861 117.3 1759 170.0 861 60in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 161.1 1511 170.0 996 145.0 1511 170,0 1033 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1063 63in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 156.6 1370 170.0 1015 139.2 1370 170.0 1076 125.3 1370 164.0 1082 104A 1370 155.9 1072 89.5 1370 165.3 1070 78.3 1370 155.3 1070 gy 66in 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 136.2 1248 158.6 1013 121.1 1248 147.1 1000 108.9 1248 139.0 989 90.8 1248 130A 978 77.8 1248 129.0 975 68.1 1248 129.0 975 c 72 in 16T8 1049 170.0 878 139.9 1049 160.2 892 119.9 1049 132A 875 104.9 1049 119.1 860 93.2 1049 1097 848 83.9 1049 102.7 838 69.9 1049 94.3 826 59.9 1049 91.2 820 52.4 1049 91.1 820 J 0 76in 142.7 941 149A 822 118.9 941 126.8 805 101.9 941 1112 791 89.2 941 100.0 777 79.3 941 91.7 766 71.4 941 W5 757 59.5 941 77.6 744 51.0 941 74.0 737 44.6 941 73.3 736 3 g 78in 132.0 894 137.6 783 110.0 894 1116.9 767 94.3 894 102.4 753 82.5 894 91_9 740 1 73.3 894 84.1 730 66.0 894 78.3 721 55.0 894 703 707 47.1 894 67.0 701 41.3 894 66.1 698 90in 85.9 671 88.7 596 71.6 671 74.9 585 61A 671 65.3 575 53.7 671 58.2 666 47.7 671 52.9 558 43.0 671 48.8 551 35.8 671 431 539 30.7 671 39.7 531 1 26.9 671 1 3T9 526 96in 70.8 590 72.8 527 59.0 590 61A 518 50.6 590 53A 509 44.3 590 47.5 502 39.3 590 43.0 494 35A 590 39.6 48B 29.5 590 34.7 477 253 590 31.6 469 22.1 590 29.8 464 108in 497 466 W8 421 41.4 466 42.8 414 35.5 466 37.1 408 31.1 466 32.9 402 27,6 466 29.7 396 24.9 466 27.1 391 20.7 466 215 382 17.8 466 211 375 15.5 466 19.6 370 III in 45.8 441 467 400 38,2 441 39.3 393 32.7 1 "1 34A 387 28.6 441 30.2 382 25A 441 27.2 376 22.9 441 24.9 372 19.1 441 21.5 363 16A 441 19.3 356 14.3 441 17.8 351 120in 36.3 378 36.9 344 30.2 378 1 31.0 339 25A 378 26-8 334 1 227 378 23.7 329 20.1 378 21.3 325 18A 378 19.5 321 15.1 376 16.7 314 144in 21.0 262 21.2 242 IT5 262 1 17.8 239 15.0 262 15.3 236 rlr_v11MrelV ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP".) X / ANCHOR CAP.,R_t om MULLION CAP.,.,-) =ANCHOR CAP."Ea USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3l16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 1/4" SS Elco AggreGator 5116' Elco Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (G5) 912 Steel Screw (G5) #12 Steel Screw (G5) (lbs) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2' 1" 2-1/Z' 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 2" 3 1!8" 2" 0.48" 0 54" 0.324" Embedment (in): 1-3/4" 1-3/4" 1-3/4" 1 1-314" 1-3/4" 1-3/4" 1-3/4" 1-3/4" Z. 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-14' 1-1/4" 1-1/4" 1-114" 2" 1-3/8" 1-3/8" varies 2 Anchors @ 4.75" Min. O.C. ! Standard or Offset Clip (Fig. 1): 390 lbs 3901bs 450 lbs 890 lbs 310 lbs 6301bs 220 Ibs 870 Ibs 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs 230 lbs 370 lbs 320 lbs 580 lbs 374 lbs 664 lbs 946 lbs 341 Ibs 442 Ibs 560 Ibs 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 lbs 7001bs N/A N/A 320lbs 1260 lbs 370 lbs N/A N/A N/A 380 lbs N/A N/A N/A 740 lbs N/A N/A NIA NIA N/A 682lbs 885 lbs 1120lbs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 lbs 780Ibs 680Ibs 1560 lbs 620 lbs_ 1260 lbs 440 lbs 1740 lbs 1896lbs 540 lbs 560 lbs N/A 760lbs 460 lbs 740 lbs 640 lbs 1160 lbs 748 lbs 880 lbs 1892 lbs 682lbs 885 lbs 1120lbs 3 Anchors @ 0.54" Min. O.C. / U-Clip, into .100" Alum. (Fig. 4): N/A N/A WA N/A N/A N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A WA N/A N/A WA N/A NIA N/A 950 lbs 1 Anchor / F-Clip (Fig. 5): 195 lbs 195 Ibs 225 lbs 445 lbs 155 lbs 315 lbs 110 lbs 435 lbs 822 lbs 135 lbs 140 lbs 177 lbs 370 lbs 115 lbs 185 lbs 160 lbs 290 lbs 187 lbs 332 lbs 473 lbs 170 lbs 221 lbs 280 lbs 2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 6): 240 Ibs 350 lbs N/A N/A 1601bs 630 lbs 185 lbs N/A N/A N/A 190 lbs WA N/A N/A 370 lbs N/A N/A N/A N/A N/A 341 lbs 442 lbs 560 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND IN GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 3.250" 1.25" X 325" X .624" 1.25" X 3.25" X .624" MULLION FOR MULLION FOR FIELD -MULLED UNITS FACTORY -MULLED UNITS ❑ W U) z �`yo. L V U) W a O J _I O = LU o z Q 00 O M W I-- ((j O W z ❑ z � o z m ❑ W J rn W J coo c'�i �Q O N F- z (C\1 c ¢ N < X z O N (O Lo 6 1 a> O hiO N cn o 0 _ f7 Of X C) ¢ O O Z U) mO I.L m 11 12 > PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control l�t,lttilf I '..,. Lam•' C� • �� No.5370 SiATE F� ,�l�Ed±�I�tfVt'i�. 1���\\\ A. LY(ViVll�/I�IL P.E. FL P.E.# 58705 TABLE 11A Mullion Capacity Table (ibse) Opening Wdth (for vertically -spanning mullions) orOpening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in 125 x 3.94 Rectangular Trap/Triang, Rectangular Trapfrriang. Rectangular Trap/rriang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Traprrriang. Rectangular TraptTriang. Rectangular Trap/Triang, Rectangular Trap/Triang. Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading x .624 Alum- Tube Mullion A W A W fA A W A W N ? W W W A W A W N A W A W W } W A W N A W _A J N A W A W N A W A W N } W A W N } W A W N A W A N A W } W 4l }+ W A W N A W A W NW A A W N }� W A W N T W > W N O. W 2 W ++ 2 W d d W �-+ d W d L W- Ll W 2 L W +� C. W 2 .0 W +�-r 2 W O. .O W �-•• d. W 2 .0 W v. D• W d d W- 2 W d L W �- d W d L W- O. W d .O W- 2 W 6 .%� W ++ 6. W 6 L W `--• d W d L W �-+ d W O.L W- 0- 6. W U 1 ..O W- 0- d W U 6 a W✓ V a 6 W U G L W- U v C ti G 8 L� o t� •r L L G g C 2 ' C '5 2 � L '5 a s- c a�i acc a �- c© <of �� c o arr a 2- c cPr act a 2- c m aIr a :2 c cai arr a M- a�i a� a M- c c�i ¢r~ 2- c m ¢of a 2- c m a� a 2- o arr a �- ¢M a 2- c m a� a �- c aPi <of a s- ¢cc 2_ art 2- ¢rr :2 arr 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170A 1983 170.0 521 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170,0 680 170.0 2267 170.0 680 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 54in 170.0 797 170.0 612 170,0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170,0 861 170.0 2231 170.0 861 160.2 2403 170.0 B61 60in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 9" 170.0 1594 170.0 996 170.0 1T71 170.0 1033 170.0 2125 170.0 1053 148.3 2163 170.0 1063 129.8 2163 170.0 1063 63in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 156.9 2060 170.0 1169 134.5 2060 170.0 1171 117.7 2060 170.0 1171 w � 66in 170.0 974 170,0 789 170.0 1169 170.0 903 170,0 1364 170.0 1002 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 143.0 1966 170.0 1275 1226 1966 170.0 1286 1072 1966 170.0 1286 c 72in 170 0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170,0 1126 1700 170.0 1228 154.1 1734 170.0 1315 1383 1734 169.8 1386 115.6 1734 155.9 1364 99.1 1734 150.4 1352 86.7 1734 150.2 1352 J 0 76in 170.0 1122 170.0 937 170,0 1346 170.0 1080 168,5 1556 170.0 1209 L147 1556 165.2 1285 131.1 1556 151.5 1266 117.9 1556 141.3 1251 98.3 1556 128.3 1229 842 1656 122.3 1219 73.7 1656 121.2 1216 78in 170.0 1151 170.0 967 170,0 1381 170.0 1116 155.9 1477 169.3 1245 1477 152.0 1224 1212 139A 1206 109.1 1477 129.5 1191 90.9 1477 116A 1169 77.9 1477 110.8 1158 68.2 1477 109.3 1154 11477 90in 142.0 1110 146.5 986 118A 1110 123.9 968 101.5 1110 107.9 951 88.8 1110 96.3 936 78.9 1110 87.5 1 922 71.0 1110 80.7 910 59.2 1110 71.3 891 50.7 1110 65.6 878 44.4 1 1110 62.7 870 96in 117.0 975 120.3 872 97.5 975 101.5 856 83.6 975 88.3 842 73.2 975 78.5 829 65.0 975 71.2 817 58.5 975 65A 807 48.8 975 57A 789 41.8 975 52.3 776 36.6 975 49.3 767 108in 822 T71 84.0 696 68.5 771 70.7 685 68.7 T71 61.3 674 51.4 771 54.3 664 453 771 49.0 655 41A 771 44,9 647 34.3 771 38.9 632 29.4 771 35.0 621 26.7 771 32A 612 111in 753 T30 77.3 661 63.1 730 65.0 650 54A 730 563 640 47.3 730 49.9 631 42A 730 45.0 622 37,9 730 41.1 614 31.5 730 35.6 600 27.0 730 31.9 589 23.7 730 29.5 581 120in 59.9 624 61.0 569 49.9 624 511 560 42.8 624 44.3 552 37.5 624 39.2 544 33.3 624 35.3 637 30.0 624 32.2 531 25.0 624 27.7 519 21A 624 24.6 509 18.7 624 22.5 501 I" in 34.1 433 35.1 400 28.9 433 29A 395 24.8 433 25.4 390 21.7 433 22.4 1 385 19.3 1 433 20.0 381 17.3 433 18.2 376 TABLE 11 B ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPR.) X ( ANCHOR CAP .FR Tr \MULLION CAP.FRo"r = ANCHOR CAP. R USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Anchor Capacity Substrate: 27k Concrete 3k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Ar�horType. 3/16" Elco Ultracon 1/4" Elco Ultracon 3116' DeWalt Ultracon+ 114" DeWalt Ultracon+ 5/16" Elco Ultracon 3116" Elco Ultracon 114" Elco UItracon 3/16' DeWalt Uttracon+ 1/4" DeWalt Ultracon+ 1/4" SS Elco AggreGator 5116" Elco Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) ((bs) Edge Distance (my 1°' 2-1/2' 1" 2-112' 1" 2-1/2" 1" 2-1/2' 3-1/8" 1" 2-1/2" 1"' 2-1/2' 1" 2-1/2" 1" 2-112" 2' 3-118" 2" 0.48" 0.54" 0,324" Embedment (n} 1-3/4" 1-N4" 1-3/4" 1-Nwl 1-3/4" 1314" 1-3/4" 1.3/4" 2" 1-1/4" 1-114" 1-1/4" 1-114' 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2" 1-3r8" 1-318" varies 2 Anchors @ 4,75" Min. O.C. I Standard or Onset Clip (Fig. 1): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 310 Ibs 630 Ibs 220 lbs 870 Ibs 1 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 7401bs 230 Ibs 370 Ibs 3201bs 580 Ibs 3741bs 664 Ibs 946 Ibs 341 Ibs 442 Ibs 560 Ibs 4Anchors @ 1,15' Min. O.C. / Standard (orOHset) Clip (Fig, 2y 480 Ibs 700 Ibs N/A N/A 320 Ibs 12601bs 370 Ibs NIA NIA N/A 380 Ibs N/A N/A NIA 740 Ibs NIA N/A N/A NIA N/A 682lbs 885 Ibs 1120 Ibs 4 Anchors a1 3" Min. O.G. / (2) a5 Angle Clips / (Fig. 3}: 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 620lbs 12601bs 440 Ibs 1740 Ibs 1896 Ibs 540 Ibs 560 Ibs N/A 760 Ibs 460 Ibs 740 Ibs 640Ibs 1160 Ibs 7481bs 880 Ibs 1892 Ibs 682 Ibs 885 Ibs 1120 Ibs 4 Anchors @ 0.54" Min. O.C. 1 U-Clip, into .100" Alum. (Fig. 4): N/A NIA NIA N/A N/A N/A NIA N/A NIA N/A NIA N/A N/A NIA NIA NIA N/A NIA NIA N/A N/A NIA 1267 Ibs 1Anchor IF-Clip(Fig.5): 196Ibs 1951bs 225Ibs 445Ibs 155lbs 315lbs 110lbs 435 Ibs 822 Ibs 135lbs 140lbs 177lbs 370lbs 115lbs 1851bs 160Ibs 290lbs 1871bs 332lbs 473lbs 170Ibs 221lbs 280lbs 2Anchors @ 1.19' Min. O.CJ F-Clip (Fig. 6}: 240 Ibs 350 Ibs N/A N/A 160 Ibs 630 Ibs 185 Ibs NIA NIA N/A 190 Ibs N/A N/A N/A 370 Ibs NIA N/A N/A N/A NIA 341 Ibs 4421bs 560lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25" X 3.94" X .624" MULLION 01 14 z 0 Cn 0 w Wi /n Z O r:V 0 t U) r 0 a d W O J 50, Z W Q m M I- U (0 W W z �W Z U) z 00 z (0 Q N (V N H X a; Z m 0) aiO aiO U) o 0 W W M X U N Q <C Z O O CcL G o m O Cn mO,. C CN n U)?) i fY PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control ti`tiliilll,l/ LYN!Aj �r Flo. 53705 =�0 s r ;2�oF 44li (�lNj A� A. LYNN �ILt100 ER, P.E. FL P.E.# 58705 TABLE12A Mullion Capacity Table (lbs/ftz) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Tnang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Tnang. Rectangular TraplTHang. Rectangular Trap/Tnang. 2 x 4 x .25 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum. Tube y r^ Z w s" � 2 z � � 2^ � � y � w Z_ 2 Mullion a] 0. a) W CL 0 a a1 0. a3 W a .0 a7 0. N W 0- 0 N 0_ a1 W CL a7 0. R1 W 0..0 a7 0. to W 0° 0 M 0. M W D. d M 0. M W CL M 0. la W 0..0 W 0. s M a 5 M ej fa W c N of W N W M M W a M N W 0° M W 0 M W M 0 0 m U ea Z, Uv ar U C�a m U m •.. Uv m U_ m e Uv m U m e Uv m U U'a m U m .... Uv m U m ... Uv m U m e U o m U_ m' Uv m U_ ca Uv m U m Uv m U m Uv m U C�v m U m ... U o as U Uv U Uv U Uv C N p C N p C C 0 G C N p C N p G N p �. C N O C C C N p d G O C ry Q d C N p C ry C (V p d C �O C L 2 ,i S 3 L� O t 2 L 3 C r 7 ` L 2 L 7 2` L� 2 L L .� .G 2' L .G 7 2 `�-' L C L 0 2 L 3 2 C N 7 C y 7 C N 7 C G1 7 C. a) 7 G N 7 C al C N 7 C CD 5 C 6 7� G O) 7� C N 0 C 0 �� C N 7� C y 7� C Cr 7� C N 3� C N g„ ¢X �:. ¢� �� arr �� a� �_ a� �� as �_ ¢o 2� ¢� 2 - aW .d 2_ ¢W 2� ¢o �. ao .n �� a� 1 �� ¢X g� ¢� a� �� ao 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 17U 1735 170.0 521 170.0 1983 170.0 521 48in 170.0 708 170.0 524 170.0 850 170.0 584 17U 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 1 170.0 680 1 170.0 1983 170.0 680 170.0 2267 170.0 680 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170,0 723 170,0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2550 170.0 861 60in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 160.8 2680 170.0 1063 63in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170A 1015 170.0 1673 170.0 1076 170A 1859 170.0 1122 170.0 2231 170.0 1169 166.7 2553 170.0 1171 145.9 2553 170.0 1171 66in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 1286 132.9 2437 170.0 1286 C 72in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1488 124.8 2184 170.0 1529 109.2 2184 170.0 1530 d J 3 76in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.6 1960 170.0 1505 123.8 1960 161.6 1548 106.1 1960 154.0 1535 92.9 1960 152.7 1531 78in 170.0 1151 170.0 1 967 170.0 1381 170.0 1116 170.0 1611 1 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137.4 1861 163.1 1500 114.5 1861 147.3 1473 98.2 1861 139.6 1459 85.9 1861 137.6 1454 90in 170.0 1328 170.0 1144 149A 1398 156.0 1219 127.8 1398 136.0 1198 111.8 1398 121.3 1179 99.4 1398 110.2 1162 89.5 1398 101.E 1147 74.5 1398 89.8 1122 63.9 1398 82.7 1105 55.9 1398 78.9 1096 96in 147.4 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 92.1 1229 98.9 1044 81.9 1229 89.6 1029 73.7 1229 82.4 1016 61A 1229 72.2 993 52.7 1229 65.9 977 46.1 1229 62A 967 108in 103.5 971 105.8 877 86.3 971 89.0 862 74.0 971 77.2 849 64.7 971 68.4 837 57.5 971 61.8 825 51.8 971 56.5 815 43.1 971 49.0 796 37.0 971 44.0 782 32.4 971 40.8 771 III in 95.4 919 97.3 832 79.5 919 81.9 819 68.1 919 70.9 806 59. 919 62.9 794 53.0 919 56.7 784 47.7 919 51.8 774 39.7 919 44.8 756 34A 919 40.2L64 29.8 919 37.1 732 120in 75.5 786 76.8 716 62.9 786 64.5 705 53.9 786 55.8 695 47.2 786 49.4 686 41.9 786 44.4 677 37.7 786 40.5 668 31.5 786 34.9 653 27.0 786 31.0 23.6 786 28.4 631 144in 43.7 546 44.2 504 36.4 546 37.0 498 31.2 546 31.9 491 2T3 546 28.2 485 24.3 546 25.3 479 21.8 546 22.9 474 18.2 546 19.5 464 15.6 546 17.2 13.7 546 15.5 448 TABLE12B ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.)X /ANCHORCAP.F�Mr,�` `\MULLION CAP.,,,"r ANCHOR CAP._ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3116" Elco Ultracon 1/4" Elco Utracon 3/1E' DeWalt Ultracon+ 114"' DeWalt Ultracon+ 5/16' Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3116" DeWalt Ultracon+ 1hV DeWalt Ultracon+ 1/41' SS Elco A eGator ggr 5116" Elco Ultracon 1/4' SS Elco A reGator gg #10 Steel Screw G5 ( ) #12 Steel Screw G5 { } #12Steel Screw G5 { ) (1bg) Edge Distance (n): t" 2-112" 1" 2-112' 1" 2-1d2" 1" 2-112' 3-1t8" 1" 2-112 1"' 2-112' 1" 2-1/2' 1'" 2-1/2" T 3-1/8" 2" OAR' 0.54" 0.324" Embedment (m): 1-N4" 13/4" 1-3/4" 1-3r4" 1-314" 1-314" 13/4" 1314" 2" 1-1/4" 1-114" 1-1/4" 1 1-114, 1-114" 1-1/4" 1-114, 1-114" 1-1/4' 1-1/4" 2" 1-NEr, 1-3/8" \Wes 2 Anchors @ 4.75" Min, O.C. / Standard or Offset Clip (Fig. 1&2): 390 Ibs 390 lbs 450 Ibs 890 Ibs 310 Ibs 630 Ibs 220 Ibs 870 Ibs 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 lbs 230 Ibs 370 Ibs 3201bs 580 Ibs 3741bs 664 Ibs 9461bs 341 Ibs 4421bs 560 Ibs 4Anchors @ 2-68" MirL O.C- / Standard (or Offset) Clip (Fig. 3): 740 Ibs 740 Ibs 630 Ibs 1485lbs 620 Ibs 1260lbs 430 Ibs 1730 Ibs 1424 Ibs N/A 560 Ibs N/A 695lbs 425 lbs 740 Ibs 5751bs 1110 Ibs NIA 880 Ibs N/A 682 Ibs 885 Ibs 1120 Ibs 6Anchors @ 1.71" Min O.C. / Standard (or Offset) Clip (Fig. 4y 885 Ibs 050 lb 758 Ibs 1946lbs 705 Ibs 1890lbs 608 Ibs 2558 Ibs NIA NIA 705 Ibs N/A 799lbs 506 Ibs 1110 Ibs 619lbs 1478 Ibs NIA N/A N/A 1022 Ibs 1327lbs 1680 Ibs 4 Anchors @ 3" Min. 0. C, / (2) 20 Angle Clips I (Fig. 5)-, 780 Ibs 78 bs 680 Ibs 1560 Ibs 620 Ibs 12601bs 440 Ibs 1740 Ibs 1896 Ibs 540 Ibs 560 Ibs NIA 760lbs 460 Ibs 740 Ibs 6401bs 1160 Ibs 748lbs 880 lbs 1892 Ibs 682 Ibs 885 Ibs 1120 Ibs 6 Anchors @ 3" Min. O.C. / (2) 20 Angle Clips / (Fig. 6). 1170 Ibs 1170 Ibs 10201bs 2340 Ibs 930 Ibs 1890lbs 660 Ibs 2610 Ibs 2844 Ibs 81 bs 840 Ibs N/A 1140 Ibs 690 Ibs 1110 Ibs 9601bs 1740 Ibs 1122 Ibs 1320 Ibs 2838lbs 1022 Ibs 1327 Ibs 1680 Ibs 3 Anchors @ 1.34" Min. O_C. / U-Clip, into ,125" Alum. (Fig. 7y N/A NIA N/A N/A N/A NIA NIA N/A NIA N/A N/A NIA N/A NIA WA N/A N/A NIA NIA N/A NIA N/A 073 I 6 Anchors @ 0.64" Mln- O.C- / U-Clip. into .125" Alum. (Fig. 8)- N/A NIA NIA NIA N/A N/A NIA N/A NIA N/A NIA N/A WA N/A N/A N/A N/A NIA NIA NIA NIA N/A 21 Ibs 2Archors @ 2.69' MIn. OC.I F-Clip (Fig. 9): 370 Ibs 370lbs 315lbs 743lbs 310lbs 630 lbs 215lbs 865lbs 7121bs NIA 280lbs NIA 3481bs 213Ibs 370lbs 288lbs 555lbs NIA 440 Ibs NIA 341 Ibs 442lbs 560 lbs 3 Anchors @ 1,71" Min. O.C./ F-Clip (Fig. 10} 443 Ibs 525 Ibs 379lbs 973 Ibs 353lbs 945lbs 304 Ibs 1 1279 Ibs NIA NIA 353 Ibs N/A 399 Ibs 253 Ibs 555 lbs 3091bs 739 Ibs N/A NIA NIA 511 Ibs 664 ibs 840 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • • • • 0 ® ® TABLE NOTES: 2.000" • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR ® ® ® ® ® GENERAL INSTALLATION METHODS. FIGURE 5: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • .250" 4.000" 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE ® • LOCATIONS. FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT H (FIGURES 5&6) (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ®MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK (18 2" X 4" X .25" MULLION IN PAIRS.GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW ® ® THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 6 0 T N J J W o m O O 75 :D 6 Z CO U W J � o Q i.- J Z _ Q ^W CL <Y 0 U Z Q W Z 10 �- O T N N 06 O ui0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control �t'e;IIII1//I Wz OCEN a4 No.5,3705 ' r IEOE'I ORION 11 A. LYNN LLER, P.E. FL P.E.# 58705 TABLE 13A Mullion Capacity Table IbsM2) Opening Width (for vertically-spanriing mullions) or Opening Height (for horizontally-spanr rig mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Tnang. Rectangular TraplTnang. Rectangular Trap/Tnang. 2 x 6 x .26 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum. Tube ill, � Z � Z, Z, 2 z• � � � � � � Z, � � � � � a Z. Z Mullion f0 M M to 07 W N 07 w M M 0 M W 07 N 5 W M Z5 to E to N N W to 75 M to 0 CO N m W M VJ W M N M M 0 W W W M M N W N 0 M N N 07 N N n na n n.0 n na n n.0 n na n na n n-0 n n.0 n. n� n na n na n n.0 e n na e n n.0 n m na e n m na m e n m na m e n m na 03 .... m U m e U v m U m e 0 v m U m- U v to U m U v m U m Z=1 U v m U m .r U v m U M .... U v m U m �.• U v m U m .... U v m U m ... 0.0 m U m e U v m U m 0.0 m U m 0-0 m U m 0,0 U m U v U U v U U v 0 0-0 C N 0 C N `0 N `0 N `� N N Q N 0� N `� 2 N Q C N `� G N `p c N O 2 - N O C N O N O N O N o) O �- N O !2 L 3 Ste' L 2 L 2 $, L 2 L 2 0-" L 2 L 2 L 1G`' L O L j C L L 3 L ._Y-' L 2 L 3 2 L 7 2 L 2 L �� �� ��. A �_ c m ,Np �� c a�i S � c a�i � ,n c m 3 a c asi S � c a�i 5 a c a�i � ,a c m � '� c m � ,� c m � `� c 0) � ,`a c m � '�' a' Cr a) a� ¢rr� a� ¢rr ¢� ¢rr ¢rr �" a� �� ¢rr �� a� g" a� �� a� �� ¢o �� ¢rr �� a� �� ¢o �� ¢� arr 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2550 170.0 861 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 1 170.0 996 170.01 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 170.01 2833 170.0 1063 63in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 1 2603 170.0 1171 170.0 2975 170.0 1171 66in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 1286 m72in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1529 170.0 3400 170.0 1530 J 7 76in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1629 170.0 3140 170.0 1694 170.0 3589 170.0 1705 g 78in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3683 170.0 1796 90in 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2656 170.0 1918 170.0 3188 170.0 2125 156.0 3413 170.0 2273 136.5 3413 170.0 2361 96in 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2267 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 160.0 3199 170.0 2338 137.1 3199 166.6 2470 120.0 3199 156.1 2428 108in 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2078 164.8 2781 170.0 2271 148.3 2781 161.9 2333 123.6 2781 140.4 2281 105.9 2781 125.9 2234 92.7 2781 116.0 2190 111in 170.0 1638 170.0 1454 170.0 1966 170.0 1700 170.0 2293 170.0 1932 170.0 2621 170.0 2149 151.8M2632162.3 2245 136.E 2632 148.4 2216 113.8 2632 128.4 2166 9.6 2632 115.1 2126 85.4 2632 106.3 2096 120in 170.0 1771 170.0 1586 170.0 2125 170.0 1859 154.4 2252 159.9 1991 135.1 2252 141.4 1964 120.1E723 1938 108A 2252 116.1 1915 90.1 2252 99.8 1872 77,2 2252 88.9 1836 67.6 2252 81.4 1808 144in 125.1 1564 126.6 1445 104.3 1564 106.1 1425 89.4 1564 91.5 1407 78.2 1564 80.7 1390 69.5 1373 62.6 1564 65.7 1358 52.1 1564 56.0 1330 44.7 1564 49.2 1305 39.1 1564 44.4 1283 TARI F 113R ANCHOR CAPACITY ADJUSTMENT FORMULA: �M- (DPREO) X ANCHOR CAP. ( / MULLION CAP. FROM TA =ANCHOR CAP.,,, USE THIS FORMULATOOBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3116" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5116' Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 1/4" SS Elco AggreGator 5/16" Elco Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) (Ibs) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/T 3-1/8" 1" 2-112" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 2" 3-1/8" 2" 0.48" 1 0.54" 0.324" Embedment (in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2" 1-3/8" 1-3/8" varies 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1&2): 3901bs 3901bs 450 Ibs 890 Ibs 310 Ibs 6301bs 220 Ibs 870 Ibs 1644 Ibs 1 270 Ibs 280 Ibs 354lbs 740 Ibs 230 Ibs 370 Ibs 320 Ibs 580 Ibs 3741 664 Ibs 946 Ibs 341 Ibs 4421bs 560 Ibs 4 Anchors @ 4,68" Min. O.C. / Standard (or Offset) Clip (Fig. 3): 7801bs 780lbs 900 Ibs 1780 Ibs 620 lbs 1260 Ibs 440 Ibs 1740 Ibs 32321bs 540 Ibs 560 Ibs 7081bs 1480 lbs 460 Ibs 740 Ibs 640 Ibs 1160 Ibs 748 Ibs 12721bs 1892 Ibs 682Ibs 885 lbs 1120 lbs 8 Anchors @ 1.71" Min. O.C. / Standard (or Offset) Clip (Fig. 4): 1180 Ibs 1400 Ibs 1010 Ibs 2595 Ibs 940 Ibs 2520 Ibs 810 Ibs 3410 Ibs N/A WA 940 Ibs WA 1065 Ibs 675 Ibs 1480 Ibs 825 Ibs 1970 Ibs N/A N/A N/A 1363 Ibs 1770 Ibs 2240 Ibs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5): 7801bs 780lbs 680 Ibs 1560 Ibs 620 Ibs 1260 Ibs 440 Ibs 17401bs 18961bs 540 Ibs 560 Ibs N/A 760 Ibs 460 Ibs 740 Ibs 640 Ibs 1160 Ibs 748 Ibs 880 Ibs 1892 Ibs 682Ibs 885 Ibs 1120 Ibs 8 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 6): 1560 Ibs 1560 Ibs 1360 Ibs 3120 Ibs 1240 Ibs 2520 Ibs 880 Ibs 3480 Ibs 37921bs 1080 Ibs 1120 Ibs NIA 1520 lbs 920 Ibs 1480 Ibs 1280 Ibs 2320 Ibs 1496 Ibs 1760 Ibs 3784 Ibs 1363 Ibs 1770 Ibs 2240 Ibs 12 Anchors @ 1.5" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 7): 1660 Ibs 2100 Ibs 1440 Ibs 3780 Ibs 1260 Ibs 3780 Ibs 1200 Ibs 5100 Ibs N/A NIA 1320 Ibs WA 1500 Ibs 960 Ibs 2220 Ibs 1140 Ibs 2880 Ibs N/A WA N/A 2045 Ibs 26541bs 3360 Ibs 4 Anchors @ 1.34" Min. O.C. / U-Clip, into .125" Alum. (Fig. 8): N/A NIA N/A I N/A N/A WA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NIA N/A WA N/A N/A WA 14301bs 8 Anchors @ 0.64" Min. O.C./ U-Clip, into .125" Alum. (Fig. 9): N/A NIA NIA N/A N/A N/A N/A N/A N/A N/A N/A WA WA N/A N/A N/A WA N/A NIA N/A WA N/A 2861 lbs 2 Anchors @ 4.68" Min. O.C./ F-Clip (Fig. 10): 390 Ibs 390lbs 450 Ibs 890 Ibs 310 Ibs 630lbs 220 Ibs 870 Ibs 1616lbs 270 Ibs 280 Ibs 354 Ibs 740 lbs 230 Ibs 370 Ibs 320 Ibs 580 Ibs 374 Ibs 636 Ibs 946 Ibs 341 Ibs 442 Ibs 560 Ibs 4 Anchors @ 1.71" Min. O.C./ F-Clip (Fig. 11): 590 Ibs 7001bs 1 5051bs 1298 Ibs 470 Ibs 1260 Ibs 405 Ibs 1705 Ibs N/A N/A 470 Ibs N/A 533lbs 338 Ibs 740 Ibs 413 Ibs 985 Ibs N/A N/A N/A 682Ibs 885 Ibs 1120 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: FIGURE 5: FIGURE 6: FIGURE 7: ANGLE • • • • • • • • CLIP (FIGURES • • • • • • • • 5-7) MUST BE • • • • • • • • USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILL CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATEI YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .1 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL - BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 6.000" 2" X 6" X .25" MULLION 0, ® ON g rn z 2U U� ^ F oZ � N a LLl z O J O = W O z Q O M 1- (0 W z d Cf)z W CZ C U G J W 3 o d c�i Mn •nC] WQ Q CA o F- Z J J Q T rn col Q Z co co Ncn 6 0 u05 O o W (Y X U N Q O O IL �¢ c z CD mOmOev co y PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control LYN e �ICEN,3 No.5,9705 .�SA u - e� t E OF (�C/ NAL A. MII1LL0, P.E. FL P.E.# 58705 TABLE 14A Mullion Capacity Table (lbstfe) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular TraplTriang. Rectangular Trap/Tnang. 1.26" x 2.11" Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading x .125" Alum Z_ -2:1 Z Z�a, Z, Z�M, 211�M 2;-SM ZM, -O :�!,f> �M �U �5 .7 Z .2:, ; Tube Tube Mull c a 6 a 0 6 c 6 6 c M N N cCa N MaZ� 6 a N N 0 6 0 ac f6 N o W Q c W�M 6 c 6 aa 6 Q. 6 a o Z 6 n r N 6 ac 6 M 6 c 6 Mc M 6 a c:2 cc f6 U m U 6 U W U 6 M 6 M U m U f6 U 6 U M U 6 U M U a U 6 U m U cc U f6 U M . U�a M U U W U U 6 U m Ua 6 U 6 U o U m U M U 6 U 6 U C p C p 8 C p C O 15 t5 C C C 0 ` C NC G CR p dC N CR p d C R 8 C 8d G g O 9 2 2 2 2 2 2 2 2 E 2� 2 E 2 ,ca c Cr d nZ� aY a 6 c 6iZM, 6i�M � c nc� 00, cwaiu�csa d 6si c6 6�- i � c ¢fi ¢X M 2 ¢6 2 12 c ¢� 42 in 144.2 526 167.0 428 120.2 526 148.9 419 103.0 526 138.9 414 90.1 526 134.6 411 80.1 526 134.1 411 72.1 526 134A 411 60.1 526 134.1 411 51.5 526 134.1 411 45.1 526 134.1r24 48 in 96.6 403 108.0 333 80.5 403 94.7 325 69.0 403 86A 320 60.4 403 61.4 317 53.7 403 79.1 315 48.3 403 78.6 314 40.3 403 78.6 314 34.5 403 78.6 314 30.2 403 78.6 50,625 in 82.3 362 91.0 301 68.6 362 79.3 294 56.8 362 71.9 289 51.5 362 67.2 286 45.7 362 64.6 284 41.2 362 63.6 283 34.3 362 63.5 283 29.4 362 63.5 283 25.7 362 63.5 s 54 in 67.8 318 74.1 267 56.5 318 64.2 261 48.5 318 57.7 256 42.4 318 53.5 253 37.7 318 50.8 250 33.9 318 4R5 249 28.3 318 49.1 248 24.2 318 49.1 248 21.2 318 49.160 d in 49.5 258 53.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 258 34.9 204 24.7 258 33.4 203 20.6 258 32.2 201 17.7 258 32.2 201 15.5 258 32.2 J 63 in 42.7 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 26.7 234 31.6 189 23.7 234 29.4 186 21.4 234 28.0 184 177 8 234 26.6 183 15.3 234 26.5 183 13.4 234 26.5 183 g 66 in 37.2 213 39A 183 31.0 213 33.7 179 26.5 213 29.8 176 23.2 213 27.0 173 20.6 213 25.1 170 18.6 213 23.7 169 15.5 213 22.2 167 13.3 213 22.0 166 11.6 213 22.0 166 72 in 28.6 179 30.1 155 23.9 179 25.6 152 20.4 179 22.5 149 17.9 179 20.3 147 15.9 179 18.7 145 76 in 24.3 161 25.4 140 20.3 161 21.6 137 17.4 161 19.0 135 15.2 161 17.0 133 78 in 22.5 152 23.5 133 18.8 152 19.9 131 1 16.1 152 17.5 128 TARI F 14R ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP"Eo) X \ ANCHOR CAP. FaoMr \ MULLION CAP'M..1p. =ANCHOR CAP.RE. R USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16' DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 1/4" SS Elco AggreGator 5/16" Elco Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) (Ibs) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 2" 3-1/8" 2" 0.48" 0.54" 0.324" Embedment (in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2" 1-3/8" 1-34" varies 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 1): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 620 lbs 1260 Ibs 440 Ibs 1740 Ibs 1896 Ibs 540 Ibs 560 Ibs NIA 760 Ibs 460 Ibs 740 Ibs 640 Ibs 1160 Ibs 748 Ibs 880 Ibs 1892 Ibs 682 Ibs 885 Ibs 11201bs TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 411 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. �1.266"--1 2.116" 4.125" 1.26" X 2.11"X .125" MULLION (INTEGRAL FIN MULLION) W o m 0 M I- U m W 0- Z �z J rn 'I 3 J �0 Q U-) Z Q X ui z M m ^W LL O 0 Z Q W Z, 0' W Q ­)I_W­)I PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control gttill?// No.58705 r=a 4 �11 : � Al�k� Hof°l,'101\1 iL A. LYNN'r(ALL`R, P.E. FL P.E.# 58705 TABLE 15A Mullion Capacity Table (lbstft2) Opening Width (for vertically-spanrtirtg mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. 3.26" 30 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading DEG. AL Z,G .5 ;r 1� 's -? 4 % 4 BAYMULL m a �Z m W an. Z m Z .0 3 W . m m CL .0 m m CL m m m ) 0-M m 0-M W CL m W m 0 a Co 0 m 0. 0 s t0 s m sr m W m m 0 a m a m W a. m aaa m N aM m m U m U m m U m U mm U mm 0.00 m U m U m U m U m U m U m Uv m U n m m m m m U m U m U-0 m U m U m U m U m U m e�W 0-0 CC G G _4 G Nt•2 C _ _cLm -O L L � . N d 7 C , ` G cr Z) cr o ErU O V d �e d �ill, c d d d d c c c cG0� c c4 ` c Qir` QQ 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 521 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 680 130.5 1522 170.0 680 114.2 1522 170.0 680 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 136.9 1443 170.0 756 117.3 1443 170.0 756 102.6 1443 170.0 756 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 861 103.1 1353 170.0 861 90.2 1353 170.0 861 60in 170.0 885 170.0 701 170.0 1063 170.0 797 167.0 1218 170.0 878 146.1 1218 170.0 944 129.9 1218 159.8 936 116.9 1218 152.1 924 97.4 1218 146.1 913 83.5 1218 146.1 913 73.1 1218 146.1 913 63in 170.0 930 170.0 745 170.0 1116 170.0 850 150.2 1150 168.8 933 131.4 1150 153.0 914 116.8 1150 141.9 898 105.1 1150 134.2 885 87.6 1150 126.7 871 75.1 1150 126.2 870 65.7 1150 126.2 870 w 66in 170.0 974 170.0 789 152.4 1048 165.8 881 130.6 1048 146.6 864 114.3 1048 133.1 850 101.6 1048 123.4 839 91.4 1048 116.6 830 76.2 1048 109A 821 65.3 1048 108.2 818 57.1 1048 108.2 818 C 72in 140.8 880 147.9 764 117.4 880 126.0 748 100.6 880 110.8 734 88.0 880 100.0 722 78.2 880 92.0 712 70.4 880 86.2 703 58.7 880 79.2 693 50.3 880 76.5 688 44.0 880 76.4 688 J 76in 119.7 790 125.1 690 99.8 790 106.4 676 85.5 790 93.3 663 74.8 790 83.9 652 66.5 790 76.9 643 59.9 790 71.7 635 49.9 790 65.1 624 42.8 790 62.1 619 37.4 790 61.5 617 78 in 110.8 750 115.5 657 92.3 750 98.1 644 79.1 750 85.9 632 69.2 750 77.1 621 61.5 750 70.6 612 55.4 750 65.7 605 46.2 750 59.4 594 39.6 750 56.2 588 34.6 750 55.5 586 90in 72.1 563 74.4 500 60.1 563 62.9 491 51.5 563 54.8 483 45.1 563 48.9 475 40.1 563 44.4 468 36.1 563 40.9 462 30.0 563 36.2 452 25.8 563 33.3 445 22.5 563 31.8 442 96 in 59.4 495 61.1 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 495 26.6 394 18.6 495 25.0 390 108in 41.7 391 42.6 353 34.8 391 35.9 1 348 29.8 391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4 391 19.7 321 14.9 391 17.8 315 111in 38.4 370 39.2 335 32.0 370 33.0 330 2T5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 316 19.2 370 20.9 312 1&0 370 18.1 305 120in 30A 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 19.0 317 19.9 276 16.9 317 17.9 273 1" in 17.6 220 17.8 203 TABLE15B ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,.) X ( ANCHOR CAP.1po" Ae�1 `MULLION CAP'11-T,, I/ =ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5/16' Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 1/4" SS Elco A99reGator 5/16" Elco Ultracon 1/4" SS Elco A99reGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5 ) (lbs) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" T' 2-1/2" 1" 2-1/2" 1" 2-1/2" 2" 3-1/8" 2" 0.48" 0.54" 0.324" Embedment (in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2" 1-3/8" 1-3/8" varies 2 Anchors @ 5" Min. O.C. / (2) 2x5 Angle Clips l (Fig. 1): 390 lbs 390 lbs 450 lbs 890 lbs 310 lbs 630 lbs 220 Ibs 8701bs 1700 lbs 270 lbs 2801bs 354 lbs 740 lbs 230 lbs 370 lbs 320 Ibs 580 lbs 374 lbs 720 lbs 946 lbs 341 Ibs 442 Ibs 560 lbs 4 Anchors @ 3.5" Min. O.C. / (2) W Angle Clips / (Fig. 2): 780 Ibs 780 lbs, 790 lbs 1670lbs 620 lbs 12601bs 4401bs 1740 lbs 2525 lbs 5401bs 560lbs N/A 1120lbs 460 lbs 740 lbs 640 Ibs 1160 lbs 748 lbs 880 lbs 1892lbs 6821bs 885 lbs 1120 lbs 6 Anchors @ 2.71" Min. O.C. / (2) W Angle Clips / (Fig. 3): 1120 lbs 1120 Ibs 958 Ibs 22461bs 930 lbs 18901bs 6481bs 2598 lbs 2254 lbs N/A 8401bs N/A 1059lbs 646 lbs 1110 lbs 879 Ibs 1678 lbs N/A 1320 Ibs N!A 1022Ibs 13271bs 1680 Ibs FIGURE 1: • FIGURE 2: • FIGURE 3: • s s • ® • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. .125" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 30 LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ML THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 50" 2 W m H Z J Q I- Z Q co J J Q t>7 W W W W 0 O CM m z 0 F F- 0 w w `6 0 TM W,r- � Z N Y Y 0 O Z m 05,0 �x mry PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control , t % I IIIIi// 0CENSE? No.58705 `? 71$F�l am= A. LYN/tS WLLL�,`P.E. FL P.E.# 58705 TABLE 16A Mullion Capacity Table IbstlV) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular iTrap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. 3.26" 46 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading DEG. AL 27 Z a_ Z, � � Z_ Z, Z.75 .5 � � 27 z BAY MULL W a W 01 a .o W a W W a .a M a M N a s M a M W a .o (c a W W a s W a M W a s M a M N o. a W C. t0 (a a .c W a W 71 c..c W a W W a .2 W a W W n.-o W a M N a 0 W a M; a .n W a M W a M W a cc O) a s W a M 0 a .n M a M N a s M c. M a U U•a U U v U U-W U Uv U U-o U U•o U U-0 U Uv U U•v U Uv U Uv U U-o U Uv U U-o U_ U•0 U_ U-0 v_ U-o U ca U•o C N O N O C N O C N O C N O d C N O T_ C N O �_ G N O C N O �_ C N O d G N 8 d C N 8 C N O C N 8 2_ C N ti �_ C N O. �_ C N 8 �_ a N ti. d L 7 2 L L L 7 2 L L L .� L 7 2 L 7 0 .� 0 L 0 L 2r 0 _ L 0' L 0 .G 7 2 t 7 0 L 7 2 L c 9 c a�i a W c a�i 3 c m c W Cr'fj c ai c iD ',� c a�i c a�i A c a�i a d a a aa) a a a�i c a�i c a) a c Cr Cr c aa) �2 G Q� G Q ^2G Q� ZF Q W r2G Q 2 G d W L G Qx ,n MG Q W M G Q W .'(�' 2G Q W 2G Qd' 22G Qd' 2 G <W 22G ¢ ,� "2G Q 2 G Qof rGG Q W :E QT 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 170.0 521 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 680 140.3 1637 170.0 680 1 122.8 1637 170.0 680 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 756 126.1 1552 170.0 756 110.4 1552 170.0 756 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 856 129.3 1455 170.0 861 110.8 1455 170.0 1455 170.0 861 60in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 996 125.7 1309 163.5 994 104.8 1309 157.1 982 89.8 1309 157.178.6 q86197.0 1309 157.1 982 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 162.9 1247 170.0 940 142.5 1247 164.5 983 126.7 1247 152.6 965 114.0 1247 144.3 952 95.0 1247 136.2 936 81.4 1247 135.771.3 1247 135.7 935 r 66in 170.0 974 170.0 789 170.0 1169 170.0 903 148.4 1190 163.7 965 129.9 1190 147.9 945 115.4 1190 136.5 928 103.9 1190 128.4 914 86.6 1190 119.5 896 74.2 1190 118.1 893 64.9 1190 118.1 893 m72in 161.6 1010 169.8 877 134.7 1010 144.6 859 115.4 1010 127.2 842 101.0 1010 114.7 828 89.8 1010 105.6 817 80.8 1010 98.9 807 67.3 1010 90.8 795 57.7 1010 87.8 790 50.5 1010 87.7 789 J 76in 137.4 906 143.6 792 114.5 906 122.0 775 98.1 906 107.1 761 85.9 906 96.2 749 76.3 906 88.2 738 68.7 906 82.3 729 57.3 906 74.7 716 49.1 906 71.2 710 42.9 906 70.6 708 78in 127.1 861 132.5 754 105.9 861 112.5 738 90.8 861 98.6 725 79.4 861 88.5 713 70.6 861 81.0 703 63.6 861 75.4 694 53.0 861 68.1 681 45.4 861 64.5 675 39.7 861 63.7 672 90in 82.7 646 85.4 574 68.9 646 72.1 564 59.1 646 62.9 554 51.7 646 56.1 545 46.0 646 50.9 537 41.4 646 47.0 530 34.5 646 41.5 519 29.5 646 38.2 511 25.9 646 36.5 507 96in 68.2 568 70.1 508 56.8 568 59.1 499 48.7 568 51.4 491 42.6 568 45.8 483 37,9 568 41.4 476 34.1 568 38.1 470 28.4 568 33.4 459 24.3 568 30.5 452 21.3 568 28.7 447 108in 47.9 449 48.9 405 39.9 449 41.2 399 34.2 449 35.7 393 29.9 449 31.7 387 26.6 449 28.6 382 23.9 449 26.1 377 20.0 449 22.7 368 17.1 449 20.4 361 15.0 449 18.9 356 III in 44.1 425 45.0 385 36.8 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 367 24.5 425 26.2 362 22.1 425 24.0 358 18.4 425 20.7 350 15.8 425 18.6 343 120in 34.9 364 35.5 331 29.1 364 29.8 326 24.9 364 25.8 321 21.8 364 22.8 317 19.4 364 20.5 313 1T5 364 18.7 309 144 in 20.2 253 20.4 233 16.8 253 17.1 230 TABLE16B ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,.) X ( ANCHOR CAP.FRff) \MULLION CAP. .T� =ANCHOR CAP.aEQ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type; 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 1/4" SS Elco A9sreGator 5/16" Elco Ultracon 1/4" SS Elco As9reGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw(G5 ) (Ibs) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 2" 3-1/8" Z. 0.48" 0.54" 0.324" Embedment (in): 1-3/4" 1-34' 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" Z, 1-14' 1-1/4" 1-14' 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2" 1-3/8" 1-3/8" varies 2 Anchors @ 5" Min_ O.C. / (2) 2x5 Angle Clips / (Fig. 1): 390Ibs 390 Ibs 450 Ibs 890 Ibs 310 Ibs 630 Ibs 220 Ibs 870Ibs 1700 Ibs 270lbs 280 Ibs 354 Ibs 740 lbs 230 Ibs 370 Ibs 320 Ibs 580 Ibs 374 Ibs 720 Ibs 946 Ibs 341 Ibs 442Ibs 560 Ibs 4 Anchors @ 3.5" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 2): 780lbs 780 Ibs 790 Ibs 1670 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740 Ibs 2525 Ibs 540lbs 560 Ibs N/A 1120lbs 1 460 Ibs 740 Ibs 640 Ibs 1160 Ibs 748 Ibs 880 Ibs 18921bs 682 Ibs 885 Ibs 1120 Ibs 6 Anchors @ 2.71" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3):1 1120 Ibs 1120 Ibs 1 958 Ibs 2246 Ibs 930 Ibs 1890 Ibs 6481bs 2598 Ibs 2254 Ibs N/A 840 Ibs N/A 10591bs 646 Ibs 1110 Ibs 879 Ibs 1678 Ibs N/A 1 1320 Ibs N/A 1022 Ibs 1327lbs 1 1680 Ibs FIGURE 1: TABLE NOTES: • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • • • o HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • • e s YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. 7 h ® ON $ rn >W, to o� 0 0 z R2 w E-�WT t -'L N 2 °' ca W o Z Q W Imo- U CD W Z M a z (n z W J c .nr Y [: Q o J a�i J Z) v � Q o Q Z Q Q M N CD Z f- U) LU W8 co ai0mC:) FL QFL (n fn U Q O Z O as N co mO�� : W M PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26I2026 By � �J Miami -Dade Product Control ,1 1 117lIrf LYP No.50i05 - Ft� i A. LAN WIILL�R, P.E. FL P.E.# 58705 --1 1.000" f- .125" 2.000" r .125" 1 1" X 2" X .125" MULLION 6063-T6 ALUM. X-SECTION f--.125" STANDARD CLIP 2.000" 6063-T6 ALUM. X-SECTION 125" q --5.500" 3.125" CUT HERETO 375" _ CREATE F-CLIP, SEE MIN. ( DETAIL F, SHEET4 r------- 7 r--------- -I I I I L- ----- I L-------- jI .375" MIN. I A STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". --5.500" .375" .375" MIN. MIN.- r------------I------------- I I I I I I I I I I I B I I i I I LI I -------'J -------- I C OFFSET CLIP 125" 6063-T6 ALUM. TOPVIEW .740"-1--I--I --j 1.000" `-- .125" 2.750" 375" f V X 2.75" X .375" MULLION 6063-T6 ALUM. X-SECTION U t---.125" 2.125" U-CLIP 6063-T6 ALUM. X-SECTION 125"- 740" fftfl .3MIN. U-CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". NOTES: TABLE B V X 2.75" X .650" MULLION 6063-T6 ALUM. X-SECTION --I I---.125" 2.000" I-1.000"-I 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECTION 125" 5.000" 375" MIN.-- r- - - - - - - - - - - - - - - - - - - - - 7 L- - - - - - - - - - - - - - - - - - - - - J CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16 % i---1.250"--{ .125" 3.188" 265" i 1.25" X 3.188" X .265" MULLION 6063-T6 ALUM. X-SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW Mull Dimension (sheet #) PGT Part# Mullion Std. Clip Offset Clip U-Clip Angle Clip 1" X 2" X. 125" (5) 66605 666113M 6661118M 666243M 666511 M 1" X2" X.375" (6) 666006 666114M 6661119M 666244M 666512M 1" X 2.75" X .375" (7) 66607 666115M 6661120M 666245M 666513M 1" X 2.75" X. 650" (8) 66608 666116M 6661121 M 666246M 666514M 1" X3.125" X.500" (9) 66637M 6661116M 6661114M 666242M 666515M 1.26' X 3.188" X. 266' (12) 66641 6661117M 6661113M 666241 M 666516M 1.26" X 2.11" X. 125" (18) 69370 N/A N/A N/A 666517M 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9, 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A 1.266" I .125" 2.116" 125" .900" I 1.26" X 2.11" X .125" MULLION 6063-T6 ALUM. X-SECTION Dimension Value (in) For Mullion: A 1.625 1" X 2" X. 125" B 2.654 Aluminum Tube Mullion C 0.895 D 0.740 A 1.125 1" X 2" X . 375" B 2.404 Aluminum Tube Mullion C 0.635 D 0.490 A 1.875 1" X 2.75"" X B 3.000 .375 Aluminum Tube Mullion C 0.757 D 1.118 A 1.312 1" X 2.75" X .650" Aluminum Tube Mullion B 3.000 C 0.476 D 0.836 A 2.000 1" X 3.125" X B 2.637 .500" Alum Tube Mull C 0.863 D 1.137 A 2.625 1.25" X 3.188" B 3.262 X .265" Alum Tube Mull C 0.862 D 1.762 1.26"X2.11"X A 1.813 .121" Alum Tube Mull Cq rn z 0 W w M 1� O O co O W o m = z o a C Y I� '3 :60 ao �Z J r O U r N Q N N Z z CC) (0Q °hi O ai O 7` ai o 0 0 Y Y J 3: Z O O PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control 1,,lIIIII,/, No- 58705 r � r , ST'A of �L' It/tfillll��,' � Al A. LYNN MILLER, P.E. FL P.E.# 58705 --) 1.000" �-- 4.000" 1 " X 4" X .125" MULLION 6063-T6 ALUM. X-SECTION 4.000" 25" 125" .125' ONLY ON --1 1.000" �- 1 " X 4" X .375" MULLION 6063-T6 ALUM. X-SECTION 1.25" X 3.25" X .100" 1.25" X 3.25" X .624" MULLION MULLION 6005-T5 ALUM. 6005-T5 ALUM. X-SECTION X-SECTION 1 '51 " .. 12; 1.377 4.000" .125"- .031 .155" 1 I 1 I .125" 30° 3.250'45° BAY MULLIO 30° BAY MULLION 6063-T6 ALUM. 6063-T6 ALUM. I X-SECTION X-SECTION NOTES: 3. 1.062"- l VX4"X.375" "T"-MULLION 6063-T6 ALUM. X-SECTION .385" q t .125" STANDARD CLIP 2.625" 2.000" 6061 ALUM. X-SECTION r.125" .375" ----I .820" I--- 1.25" X 3.94" X .624" MULLION 6005-T5 ALUM. X-SECTION 0i 3.469"- /1 .228„ -J �- .981 „� .226„ 1 .740" rt .125" I 2.125" U-CLIP 6063-T6 ALUM X-SECTION 125" 5.500" 3.125" CUT HERETO F.375" 375" ---�� _ CREATE F-CLIP, SEE MIN .y I I DETAIL F, SHEET4 q .375" MIN. I I I I I I I I I I I I I 1- - I I I I I I t i I I I I I I I I I I I I I I I I I I I 4- - - --i I I I I I I I i I I I I I I L---------� I L - ii STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". -5.500" .375" I I I I I I I I I i i I I I I I I I I I I I I I I I I I I I I I H I I I I I I I I I (3 OFFSET CLIP .125" I 6063-T6 ALUM. TOPVIEW .740" 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --{ f--.125" 2.000" 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECTION CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE ANCHOR O.C. DISTANCE. MA) HOLE DIAMETER: ANCHOR DI) CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". U-CLIP 6063-T6 ALUM. TOPVIEW TABLE C Dimension Value (in) For Mullion: F 3.687 V X 4' X A25" Aluminum Tube Mullion G 1.000 H 2.680 1 3.000 F 3.187 1" X4" X .375" Aluminum Tube & "T' G 0.757 H 2.430 1 3.000 F 2.250 1.25" X 3.25" X A 00" Aluminum Tube Mullion G 0.750 H 1.500 1 &250 TAR[ F n TABLE C. CONT. Dimension Value (in)l For Mullion: F 1.938 1.25" X 3.25" X .624" Aluminum Tube Mullion G 0.500 H 1.438 1 3.250 F 2.625 1.25" X 3.94" X .624" Aluminum Tube Mullion G 1.125 H 1.500 1 3.250 F 2.813 30° Ba Mull F 2.875 45° Ba Mull 125" u� 0, 0,® ON O >- M M ri p z � zW � 0 oZ � `o 15 11 N X W 6 z 0 U WG O N N Z Z 00 60 ui O Z� o 0 O Y Y J Z O O 2X5 ANGLE CLIP a m O ao 6063-T6 ALUM. - N W m W, TOPVIEW F o � o �� PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 22� U) Z O J 0 W ED 375" ~ MIN. z -- .375' MIN. J I Q I � Z I � I U) I � W Mull Dimension (sheet#) PGT Part # Mullion Std. Clip Offset Clip U-Clip Angle Clip 1" X4" X. 125" (10) 69364 666111M 6661122M 666241M 666518M 1" X4" X.375" (11) 66610 666112M 6661123M 666242M 666519M 1" X4" X.375' 'T' (11) 66653 666112M 6661123M 666242M 666519M 1.25" X3.25" X_10(T (13) 20160/20312 6661127M 6661124M 6662410M 6665115M 1.25" X 3,25" X.624" (14) 20161/20315 6661128M 6661125M 6662411M 6665116M 1.25" X3.94" X.624" (15) 20162 6661117M 6661126M 666241M 666517M 30 Degree (19) 66649 N/A N/A N/A 6665110M 45 Degree (20) 66650 N/A N/A N/A 6665111M By Miami -Dade Product Control \�'Ol11itllt, f Y NI11 ! f ti �� ���: L1a€•"rye °�� f oN'0- 53705 a �, t� •'. ST,TE F sp11je0 A I A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE E Mull Dimension (sheet #) PGT Part# Mullion Std. Clip U-Clip Angle Clip 2" X 4" X .25" (16) 66602 666261 M 666271 M 6665112M 2" X 6" X .25" (17) 66604 666262M 666272M 6665113M NOTES -- ( i--.125" STANDARD CLIP 2.000" I 6063-T6 ALUM. X-SECTION 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125" DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. �-1.490"-- 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500"- CUT HERETO ---2.000"- 3.500" CREATE F-CLIP, .375" _ SEE DETAIL F, .375" MIN. ` SHEET4 MIN. I - - - - - - - - ---i -- I - - - - - - - I I I I I I I I 4.000" I I 250" 3.438" 2" X 4" X .25" I I I MULLION I 6063-T6 ALUM. X-SECTION I I ---I--- I I I L- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. .250" WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE / DIAMETER: ANCHOR DIAMETER + 1/16". 5.500" CUT HERETO � 2.000" -i 3.500" �I CREATE F-CLIP, IN, I _ SEE DETAIL F, 375" MIN, SHEET MIN. r---------------- I-------- 6.000-i I I I I I I I I I I I I I I I I I I I I I I I I I I I I j I I 4.688" .250" " - I - --�- - - �- I I I I I 5.438" I I I I 2" X 6" X .25" I I I MULLION I I I l 6063-T6 ALUM. I I X-SECTION I I I I I I I I - - - - - -.- - - - - - - - - I- - - - - - - - J .250" STANDARD CLIP` 6063-T6 ALUM. TOP VIEW U-CLIP 6063-T6 ALUM, 2.125" X-SECTION I 125" q q 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECTION 125" 5.000" 375" r.375" MIN. -i F--------------------- I T I I I I I I I I I I 3.438" I - - - -I I I 3.438" I I I I I I I I .375" I --------------------- i MIN. U-CLIP, 6063-T6 ALUM. SED FOR 2" X 4" MULLION. SHEET / TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". .375" I I fi 5.438" 5.438" I - I - U-CLIP 6063-T6 ALUM. USED FOR 2" X 6" MULLION, SHEET 17 TOPVIEW 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". 5.000" -.{ .375" I MIN. 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW .375" MIN. !L1h � o z O � o 02 U ^ ch N ' H W Z O W J J D U) LU o m o F- D Z ch W F- O 10 CD D Z Z W 6 m Q = rn v c oV 0 >O J �0 MZ O N Q I- J U Z 0 a Z N N Z Q hi 0000 O � ai O Z N O W O Y Y J Q Z O O IL m � .0 Ew f6 ��/ mLL N F N o (D U) 0� W� PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By - Miami -Dade Product Control `�\t!'I'r,//%l Li rVtV 6 _ No.58705 - ! .22 '. STAT OF . ONAL A. LYNN MILLER, P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION MUI LEI` NO ANCHORS IN HEAD �- SEE SEE FENESTRATION DETAILS, PRODUCT'S SHEETS APPROVAL\ \ 2-3 ,2„ .LION IGTH SEE DETAILS, SHEETS 2-3 NO ANCHORS IN WINDOW SILL 32" 32" MULL WIDTH OPENING WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0/-60.0 PSF. §! h 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1" =65". REFERENCING SHEET 25, THE COLUMN USING 8 RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. 0reN o o Zw � FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. R i 0 FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .650" MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 U'o ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. Z 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE _ INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. D IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, W CO ED THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: M (60 PSF) X ( 636 LBS \ = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF J THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-3/8". THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0/-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1 "=105" AND THE OPENING WIDTH IS 36"+36"+1" =73". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. EXAMPLE 2: MULTIPLE MULLIONS SEE DETAILS, FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF MULL WIDTH - IkSHEETS AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2" X 4" X.250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 32„ SEE FENESTRATIONBECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74", NOT 73" AS PREVIOUSLY PRODUCT'S ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVALTHE 73" DIMENSION (35-1/2"+35-1/2"+2"=73"). r- 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED i I VERTICAL J CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. _ J L J L_ "- MULLION"--SEE USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND LENGTH -- SEE SEE THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. & DETAILS, DETAIL E, OPENING SHEETS 2-4 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER FOR HORIZ. MULLION 72 .250" MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LORDING MAY BE USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (@ LENGTH = 42", OPENING HEIGHT = 120") HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DETAILS, 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" SHEETS WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH 2-3 (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED r ANCHOR CAPACITY OF 521 LBS. 36", HORIZ. I 36", HORIZ. 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A #12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. Q F- z Q N Z 00 co JC0 00 W IL Y U) < W z O rn rn 14 z O 0 w W F- W W F- W z U O Z. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control , ;i11t ifft�� L'CENS� l No. 58 7 05 ' TAT�E/-.�` A. LYNN M�LLE�R, P.E. FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: IL SH/DU II / III III III/ III I 1, WA71—_ LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALrrRIANGULAR LOADING: PW a a SGD U PW a a SGD LOADING OF VERTICAL MULLION PW 00 HINGED DOOR I LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION PW PW -OADING OF HORIZONTAL MULLION � to (0 IXN C M 04 C.) Z 0 RZE LO N PW PW C/) -6 QJLC) d) 5 d) F— z C/) &'4 W w 0 LLI X _j _j U) U) 6 LLI 0 F— 0 U) c1r) (0 W F— (D I 50, < z — C—i z 03 - r i�() LOADING OF VERTICAL MULLION <J LU Rz "Ji r C) I— z < m C'4 -_ (0 U) WaiZ C:)00 4i C:) W 0�o CO CO 3: U) 3: < 0 I <1 0 0 o Z: coow U) d) � mIY _LF PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 LOADING OF HORIZONTAL By MULLION Miami -Dade Product -Control NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. ()%AN L Y JV/V 2) IF THE LOADING TYPE CANNOT ........ BE DETERMINED, USE RECTANGULAR LOADING. Z' No. 58705 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. -13 -)3 APT 441 F N- A. LYNN MILLER, P.E. FL P.E.# 58705