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NOA # 20-0406.03
Ile MIAMI•DADE MIAiMI-DADE COUNTY e 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 p T 786 315-2590 _Fd 7 6) 315-2599 NOTICE OF ACCEPTANCE (NOA) 1" E m �aVl� /economy PGT Industries, Inc. CODE COiof PLIANU= 1070 Technology Drive ST. L CIE COUNTY North Venice, FL 34275 BOCC 2,1101�L 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 I 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 KNAMMADECOUNTYJR 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 05/05/11, 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 61h 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-5" Edition (2014) and FBC-6" 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 - I 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 611 Edition (2017) and with FBC 71 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-6` Edition (2017) and FBC-7" 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 DEG A-D.G,H; SHEETS 2-0 /l ,,/! SEE DETAILS ATHRU G; Y SHEETS 24 VERT. MULL LENGTH HORIZONTAL_ MULL LENGTH 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 7 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. III \ SEE DETAILS I I ATHRU G; I SHEETS 2i III I / OPENING HEIGHT FOR HORIZONTAL SEE DETAIL E, MULL SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED I I 1 I�I'I BY CGI. /SEE DETAILS A-D,G.H; SHEETS 24 HORIZONTAL — MULL LENGTH 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, DEWALTIELCO 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 WIDTHMEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL I —OPENING WIDTH--j I—HORIZ MULL LENGTH --I 'i LENGTH i- OPENING HEIGHT OPENG MULL 6' N . y ,y VERT. HEIGHTLENGTH P MULy Y LMULL ENGTH FOR HOW OPENING WIDTH SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL — .1SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE. CODES/STANDARDS USED: -2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION -2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION -ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 -AISI S100-16 -AISC 36D-16 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') 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'TRIANGULARRRAPEZOIDAL". GENERAL NOTES ........................... i INSTRUCTIONS ............................... I 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..............................24 LOADING EXAMPLES_ ........... 25 b2 E2 N PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Data 0512612026 B /T Miami -Dade Product Control 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT2) FROM TABLES to 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/FT) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFT2) 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 ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS/FT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) 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/FT2) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBSIFT-) 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,1,10ENgF k, / .: No.58705 �/ (� Off'. IT OF �k, Ri ` ONAL A. LYNN MILLER, P.E. FL P.E.# 58705 �a DETAIL A: DETAIL B: MULLION MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X F�ETE TYP. ANCHOR OR WOOD FRAMING WOOD BUCK AND MASONRY PER SUBSTRATE, oZ (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SEE SEE TABLES IB-13B NMULLION LL 1 . • :. .. LL 4 I I SEE SHEETS ° 1 MIN 2.7 KSI ' • •• • ., ' , EDGE 0 Q EITHER THE I 1 1 21-23 FOR HOLE q I I CONCRETE OR CMU' J (- STANDARD OR I' )___�DISTANGE, J OFFSET MULL ° EDGE m LOCATIONS I II .,i SEE SEE TABLES LL CLIP MAY BE I DISTANCE ) ° I EDGE DISTANCE 18-13B FOR MASONRY 0 0 INSTALLED BY I 11 FOR W000 m ° LU O CL 4 a I ANCHORS Q THIS METHOD. SCREWS m I C)° 260"MAX FOR ° °4 � I 1 SIDE VIEW � � Cl)F ° ALL MULLIONS q° F O UD Q p ° ° e EALLED �2 R t~.% Y, C Z z° LL 4. °° ° if ° ° 4° a' C 4 ° ° EXTERIOR ° ° Y I— ; q / �y�_ . J (A o u za EDGE DISTANC 4 ° ¢ � r C ° e FOR m Z O Q N MASONRY ° Q Z CC ° THE OFFSET CLIP IS ANCHORS _ pp C RECOMMENDED FOR ~ O mC EXTERIOR e 4 FIN -FRAMED WINDOWS, BUT MAY _ ALSO BE USED FOR 9 LL Y y Q OTHER FRAME TYPES. (n (( TYP. ANCHOR PER SUBSTRATE, SEE TABLES 113-1613 ATTACHMENT e BY OTHERS, • SEE NOTE 1, • SHEET 1. SIDE VIEW FRONT VIEW TYP. ANCHOR TYK ANCHOR PER SUBSTRATE, SEE TABLES 16-168 PER SUBSTRATE, SEE TABLES 1B-138 EDGE/END DISTANCE BUCKSTRIP SEE TABLES AND 1B-13B ^ ATTACHMENT EMBEDMENT' BY OTHERS, ',' .. SEE NOTE 1, _ i 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 A80VE 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. MATFRIAI. PROPERTIES Material Min. F, Min. F. Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi DeWalt/Elco Aggre-Gatorb 57 ksi 96 ksi Elco UltraCon® 155 ksi 177 ksi 3/16" DeWalt UltraCon+O 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 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By / 0 Miami -Dade Product Control `111111i I11 /�!! ��• O`ql ulvf� '!i i y� NO.58705 i Cis ••F<ORIDH..•'GN s ON ; r rNAI A. LYNN MILLER, P.E. FL P.E.# 58705 DETAIL E: MULLION TO MULLION --i I-^.125" MIN. gyp' DETAIL C: INTERSECTION NOTES: T o MULLION DIRECTLY ATTACHED TO (U-CLIP) 1) MAY BE INSTALLED IN'TEE" OR "CROSS" 2 MASONRY STRUCTURE (STANDARD CLIP SHOWN) ' INTERSECTIONS. : N VARIES C'1 2) MAY BE INSTALLED HORIZONTALLY °z BUCKSTRIP I (SHOWN) OR VERTICALLY. LIDN NOTCHED TO I c PROVIDE 1 BUCKSTRIP L' 3) SEE U-CLIP DRAWINGS, SHEETS 21.23 O CLEARANCE I AND FOR CORRESPONDING MULLION. V) ffi� FOR MULL I ATTACHMENT TOP VIEW Z N U CLIP. BY OTHERS, MULLION O 1. SEE NOTE 1, VARIES J W I SHEET 1. I J a 1 #12 STEEL SCREWS, Z I I ``�SELF-DRILLING DRILL MULLION AND USE SMS �- MULLION �- LU 7 a Y EDD CD O U co° a j MULLION Z CID m I jTVP. ANCHOR I d Ia THE OFFSET CLIP IS ` D F_ W EITHER THE I PER SUBSTRATE, 114 RECOMMENDED FOR Z V i m Cn STANOARU OR � 1 I I I ISEE TABLES IB-138 \` OFFSET MULL I 11 p I I FIN -FRAMED ZMTERSECTION CLIP MAYBE ° ° I I ° I I I WINDOWS, BUT MAY U-CLIP d' 12 : W I EDGE DISTANCE ALSO BE USED FOR F-• ❑ O �� INSTALLED Dp ' I 1 I ;� o° J I FOR MASONRY OTHER FRAME TYPES. EXTERIOR V! THIS METHOD. q I 11 1 ANCHORS Q Z r C] N a a I 1 I i 1 Z Z Q Ncn Z ` o m ° Q W UD I �d ° SEE SHEET521-23FOR f- g dp dp ,•/1 ° a a HOLE LOCATIONS U) y o 0 jf do FRONT VIEW EDGE LU —� EXTERIOR q ° I DISTANCE 50 4 EDGE DISTANCE ° d ° SEE TABLES FOR MASONRY d 1B-13B () Z ¢ 5 ANCHORS v ° d < Z F a SIDE VIEW d H O N 3 q 4 DETAIL D: PRODUCT REVISED TYP. ANCHOR MULLION ATTACHED TO as complying with the Florida TYP.ANCHOR -PER SUBSTRATE, STEEL STUD Building Code PER SUBSTRATE,-_. SEE TABLES 1B-138 (STANDARD CLIP SHOWN) NOA-No. 20-0406.03 SEE TABLES 1B-13B _ STRUCTURE Expiration Date 05126/2026 BUCKSTRIP AND tYP. ANCHOR By ✓ -'-'� _ ATTACHMENT _ _ /PER SUBSTRATE, Miami -Dade Product Control OTHERS. A / SEE TABLES I6-13B SEE NOTE 1, EMBEDMENT 'HEETI SEE SHEETS (1� EDGE 21-23 FOR I�^DISTANCE - HOLE SEE TABLES LOCATIONS MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B-13B \ FRONT VIEW SIDE VIEW MULLION INSTALLATION NOTES: EDGE �O\\...../„ ,� 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DISTANCE \� - ?7 FOR STEEL STUDS THINNER THAN SEE TABLES � ->�.•' �,ICEr+sF �� 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION FRONT VIEW 16GAAND COMPLIANT WITH THE FLBUILDING 1B-13BCODE, A 2X WOOD BACKER MUST USED. " „- : NO- 58705 ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE ATTACHMENT BY OTHERS. : _ CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW �" FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. NOTES: 33 E o 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. n, 7•'- �U��` 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD F .• GN 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. ANCHOR VALUES MAY BE USED. ' u N 2) SEE CORRESPONDING MULLION TABLES, / '`,5,��ONAL 1- �1``\\ 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED SHEETS CORRESPONDING FOR QUANTITY MULLION SCREWS. A. LYNN MILLER, P.E. ELCO ULTRACON, DEWALT ULTRACON+ OR DEWALT/ELCO 1!4" S.S. AGGREGATOR MASONRY ANCHORS. FL P.E.# MILLER, DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A-D, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES, O O O O SIDE VIEW SHOWN WITH 1' X 4' X .125" MULLION EXTERIOR STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. INTO WOOD, STEEL, ALUM, CMU OR MASONRY EXTERIOR O EDGE DISTANCE PERANCHOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 113-138 STANDARD CLIP TO BE MODIFIED IN -FIELD. I "'A 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) O O O O TOP VIEW �TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-148 p 1 I I I I 2"X5"X.12S" I ANGLE CLIP, 2 PER MULLION END. MUST BE INSTALLED I INSIDE OF MULL I b ffiffiNvz,WN////%/1�i , DETAIL H:� i BAY MULLION INSTALLATION DH ° (ANGLE CLIP) 30'OR 45' cZ BAY MULL LO 04 s O wvrc W O O Z W J in J � TOP VIEW I LU U op U in rn I i Z 10 W j TYP.ANCHOR 2 O Z I �PERSUBSTRATE, :D U ° m = I I SEETABLESISBOR168 Z_ .a €0 M 2'; d .r0 EXTERIOR J �° u aZ �2'X WANGLE CLIP, F— Z Q C. /-2 PEREND. MUST BE 4 Q INSTALLIINSIDE ON OF BAY MULL O c,Z 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. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control \111111111111// \ �1C[NS� -.••�� 1'r No.58705 0 TATE FZ': (V /'ONAL c A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 1A Mullion Capacity Table Ibslitt ANCHOR CAPACITY Opening Width (forvertically-sparalirlg mullions) or Opening Height (for horizoatalty-sparring mullions) ADJUSTMENT FORMULA: 50 in 60 in 70 in 80 b 901,. 100 in 120 in 140 in 160 to ANCHOR CAP.,,,�,W, Rectangular Trap/Tdang. Rectangular Trep?clang. Rectangular Trap/TAang. Rectangular Trep/Ttang. Ractangular TraplTrlan9. Rectangular TmpRtang. Rectanguar Trapndang. Rectangular TrapRrieng. RedanOaler TmplTtang. (DP_) ( ) 1 x 2 x .125 Loading Loading Loadng Loading Loading IAndin9 Loading Loading Loading Loading Loading Loadn9 Loading Loading Loadn9 Loading Loading Loading MULLION CAP,,,",,,,,, Arum. Tube a .b' a �' .�' r .� n aP b' P P;" v .c L = t a ,a; t a =ANCHOR CAP..«. Mullion R R cis S ci $$ 5�ci_ g --. R$ a� civ c�_ '$G c�v " -. R�, 3v u_ 8� c?n 9" i1 F(� T!a uo ci_ u ri .-. cif ci ,- So ri u$ u cis ti 3a �i cia 3 cif ci cio ti . _ L� b. - r.5 _ L" _ as-_ b { �. =p s.t $ 8 z r•`-- d € i` �¢, gi_ a =ys^ ge = `.5 g - -. <e �' g r.5 "j USE THIS FORMULA TOOBTAIN THE "ANCHOR CAPACITY E6' S �@. �� " Eo�.rc S g� �rc ," s� „ _ u X� REQUIRED" CORRESPONDING ¢a°t arc a¢ ¢¢ ¢`rr d`¢ sue, d�a� a`rc n E= d� boa$ ¢¢ m �'- a`¢ TO UTACTUALPRESSURE REQUIREMENT FOR THE 111.9 408 129.5 332 93.2 408 115.5 325 79.9 405 107.8 321 69.9 408 104.4 319 62.1 408 104.0 319 55.9 408 104.0 319 46.6 408 f04.0 319 39.9 403 104.0 319 35.0 405 104.0 ]19 74.9 _ 312 83.8 258 62.4 312 73.4 252 53.5 312 67.0 248 46.8 312 63.2 240 41.6 312 61.3 244 37.5 312 01.0 244 31.2 312 61.0 244 26.5 312 61.0 244 23.4 312 61.0 244 OPENING, WHEN IT IS LOWER P 63.9 201 70.6 234 53.2 261 61.5 228 45.6 261 55.7 224 39.9 281 52.1 222 35.5 281 60.1 220 31.9 281 49.3 219 26.6 281 49.3 219 228 281 49.3 219 2oD 281 49.3 219 THAN THE MULLION CAPACITY THE TABLE) OF THE ,c52.6 247 57.6F1552 247 49.8 202 37.6 247 44.8 199 32.9 247 41.5 190 20.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38A 193 18.6 247 38.1 193 16.4 247 35.1 193 (FROM SELECTED MULLION. IT WILL c38.4 200 41.2 200 35.4 166 27.4 200 31.5 163 24.0 20D 28.9 160 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 15U YIELD A MINIMUM ANCHOR 33.1 181 35.3 181 30.3 152 23.7 181 26.9 149 20.7 181 24.5 146 18.4 181 22.8 144 16.6 181 21.7 143CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL 661n 28.8 165 30.5 165 26.1 139 20.6 165 23.1 136 18.0 165 21.0 134 ANCHOR OPTIONS FROM THE 721n 22.2 139 23.3 139 19.9 118 15.9 139 17.5 116 ANCHOR CAPACITY TABLE. 78 In 18.9 125 19.7 125 16.8 107 78 in 17.5 118 18.2 TABLE 1B Substrate: 2.71K Concrete 3k Concrete 3.5% CDnc. Hou- CMU Filed CMU PT Woad Metal Anchor Arwhor Type: 3116' Elco Ulimcan 1!4' Elco Ul r.- con+ 1!4' De Walt Ullracun. 5/16' Elco Ulbacon 3176' Elco Ullmcon tl4' Elco Ul ar- 3/Ut. De Wall Ulbacon+ 1/4' Dewall UIt24on+ 114' S6 Elco A reGator 99 5116' Elca Ulbacon 114' SS Elco A aUaloi e9 #f0 Steel Screw G5 ( 1 #12 Steel Screw G 1 N a12 Steel Screw GSCapacity I ) (Ibs) Edge Distance (lnj: 1' 2-112' 1' 2-1/A �3111rDeWall 2.112 I' 2-11T 3-11V 1- 2-10 1' 2-1/2' i' 2-v2' 1' 2-1/Y 2' 3-18' 2' 0AS' 0.54' 0.324' Embedment On): 1-3/4' 1.319" 1-3/4' 1-3/4' 1 l-X4' 1.3/4- _ 1-314' Z' 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' 1-114" 2' _ _ 2a' 1-we, vales 2 Archers @ 4.76" Min. O.C. I Standard or Offset Clip (Fig. q 390 lbs 390 Ibs 4501bs 890lbs 310lbs 63D Ibs _ 220IW _ 870 Ibs _ 1644 lbs 2701bs 280 IW 3541bs 740lbs 230lbs 3701bs 320 bs 6801bs 374 Ibs 664 lbs _ 9461bs 341 Ibs 4421bs 560 U. 4 Anchors @ 1.15- Min, O.C. / Standard (or Offset)Clip (Fig. 2): 48D Ibs 7001bs NIA WA 320lbs 1260 lbs 31010s WA WA WA 3801bs WA WA N/A 7401bs WA N/A WA WA WA 68216s 885Im 11201bs 4 Anchors @ 3' Min. O.C.1 (2) 24 Angle Gips I (Fig. 3): 7a01bs 7801bs 580 Ibs 15601os 620lbs 1260 lbs 440IW 1740 Ibs 18061bs 5401ee 560 lbe WA 7601as 4W Ibs 7401bs 6401" 11601bs 748lbs 880 Ibs 18921bs 6821bs 8851bs 11201bs 2 Mori- @ 0.45- Min. O.C. / UCllp, Into. 125'Alm (Fig. 4} WA WA NIA WA WA WA WA WA WA WA WA WA WA WA WA WA NIA WA WA NIA WA WA 7151bs 1 Anchor / FClip (Mg. 5): 1951bs 1951bs 2251bs 4451bs 165 Ibs 3151Ds 1101bs 4351Ds 822 Ibs 1351bs 1401bs 1771bs 3701bs 11510s 1851Ds 160 IL6 2901Ds 107 Ibs 3321bs 4731bs 170 IM 221 Ibs 2801bs 2 Anatla(a @ 1.15- Min. O.CJ F-00p (Fig. 6): 240lbs 3501bs N/A WA 160lbs 630 lbs 105lbs WA WA WA 190 Ibs WA WA WA 3701bs NIA WA WA WA NIA 341 Ibs 14421bs 5601bs 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. --1 1.000. �-- 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. 2.000" jq FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. I 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED L '125 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' I THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1"X 2" X .125" MULLION 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. C) C0 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 11111111/I 011( LYN/v bi ! No.58705 T OF � •� ' .ACORIOH ,.�' �'� � A. LVM MILI�R, P.E. FL P.E.# 58705 TARLF 2A Mullion Capacity Table Ibslfe ANCHOR CAPACITY Opening Width (forvenically-5panNng mullions) or Opening Height (forMrizontally-spanning mUlions) ADJUSTMENT FORMULA: Win 601n 701,, 80 n 901n 100 in 1201n 140 in 160 1,. ANCHOR CAP__ 1 x 2 x.375 Rectangular Loading Tmp/Tdang. Leading Rectangular Lcading TmprTriang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading TmplTriang. Lording Rectangular Loading LeadLoading Leading Loading Loading Loading Loading Loading Loading (DP,�)X MULLION CAP.,,,,,Alum.Tube r r r r r S� r_ L&� r p r is$ r Sp r '^. z r A € r c .-- r&€ r .L r _ t$gL r g r _ = r `$ r .__ 5 111! r 6� r _ �5 r 5 r rE r .q = r A �E r c B r '� -" au i .1 W6a €� i" aE€L r �THE r �r g r 3� o r �€ r tgs =ANCHOR CAP.,,,,Mullion USE THIS FORMULA TO OBTAIN "ANCHOR CAPACITY REQUIRED" CORRESPONDING 42 in 170.0 620 170.0 435 151.3 662 170.0 478 129.7 652 170.0 506 1135 662 169.5 518 100.9 662 168.9 90.8 662 168.9 517 75.7 662 168.9 517 64.9 662 168.9 517 66.7 662 158.9 517 TO AN ACTUAL PRESSURE 481n 121.6 507 136.0 419 101.4 507 119.2 410 88.9 507 108.7 403 76.0 507 102.6 399 67.5 507 99.6 397 60.8 507 99.0 396 50.7 507 99.0 395 43.4 507 99.0 396 38.0 507 99.0 396 REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER 50.625 In 103.7 458 114.6 379 86.4 456 99.9 371 74.1 45U 90.5 364 64.8 456 84.6 360 57.6 458 81.3 357 51.8 455 80.0 356 43.2 456 80.0 356 37.0 456 80.0 356 324 456 80.0 356 THAN THE MULLION CAPACITY 54 in 85,4 400 93.3 336 71.2 400 80.9[19125.7 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 427 400 62,3 314 35.6 400 61.8 313 30.5 400 81.8 313 26.7 400 61.6 313 (FROM THE TABLE) OF THE .�ry 60 in 623 324 66.9 276 51.9 324 57.5 324 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 SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR c 63 in 53.8 294 57.4 252 44.8 2S4 49.2 294 43.6 241 33.6 294 39.0 237 29.9 294 37.1 234 26.9 294 35.2 232 22.4 294 33.5 23U 19.2 294 33.4 230 16.8 294 33.4 230 CAPACITY WHICH MAY BE 66 in 46.8 265 49.6 230 39.0 268 42.4 268 37.5 221 29.2 265 34.1 210 26.0 268 31.6 215 23.4 260 29.0 212 19.5 268 28.0 27U 16.7 268 27.7 209 14.6 2611 27.7 - 209 USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 5 721n 36.0 225 37.9 196 30.0 225 32.27 225 20.4 181 225 225 25.6 111 10.0 225 23.5 112 18.0 225 22.1 111 15.0 225 20.3 171 12,9 225 19,6 176 11.3225 19.6 176 ANCHOR CAPACITY TABLE. 76 in 30.6 202 32.9 177 25.5 202 27.29 202 23.9 170 19.2 202 21.5 157 17.0 202 19.7 165 153 202 18.4 163 128 202 16.7 160 10.9 202 15.9 158 9.6 202 15,5 158 78 in 28.3 192 29.6 168 23.6 192 25.12 182 220 162 IT7 111 19.7 159 15.7 192 18.1 157 14.2 192 16.8 155 11.8 192 15.2 152 10.1 192 14.4 160 89 192 14.2 160 90 in 18.5 144 19.0 128 15.4 144 16.1 96 in 15.2 127 15.6 113 TADI C nD Substrate: 2A Concrete 3K Concrete 3.58 Curc. Hell" CMU Filled CMU PT Wood Metal _ Anchor Capacity Anchor Type. 3/16'Elco Ullm an 1/4"ElcD Ultm en 3'16'DeWail Ultracent 1/4"DEWalt Ullmcon� 5116"Elco Uilracen 3116"Elco Ullmcon 1/4"El10 Ullracon &W DeWalt Ullracenr 1/4'MWdt Ulbsail 1/4'SSElco AggreGalor 5116'Elco Uliracon 1/4"SSEtco AggreGaer MOSteel Sctm(G5) 912Steel Sc (G5) #12 Sleet Se (G5) (IDS) Edge Dislance(in): 1" 2-112' 1" 2-112' 1" 2-112" 1" 2-1/2' 3-118' 1" 2-11TWNIANSI/AAM 0 1" 2-112' 1" 2-1rT 2" 3-1/8' 2' 04V 0.51" 0.324" Embednont(in): 1-3W 13/4" 1-3/4" la�4'• 1314" 15/4" 1-314" 144" 2' 1-114" 1-1/4"' 14" 1-1/4" 1414" 1-114" 1-1/4' 1-114" 1-114" 2' "111" 1-318" vanes 2 Anch m @ 4.75" Min. O.C, / Standard or 0115et Clip (Fig. 1): 39011s 390 lbs 450 IDS 0901DS 3101bs 630 lbs 2201D5 6701DS 1644 IDS 2701D5 2601DS 1Ds 230I0S 370 lbs 320IM 580 IDS 3741DS 66410s 9461D5 341 Ibs 442 lbs 5W lbs 4 Andras @ 1.16' Mln, O.C. I Standard (a Olsa) Cllp (Flg. 2): 480 Its 700 IW NIA NIA 320105 1260 Ibs Ulu IW NIA N/A NIA 3801USIA NIA 74D IDS N/A WA NIA NIA N/A 682 lbs 8851bs 11201W 4 AMhom@3"Min, O.C. 1(2) 205 Angle Clips I(Fig. 3): 7801DS 760103 68010s 1569 lbs 62D IDS 126010S 4401DS 1-1401DS 1886lbs 5401bs 560 IDS IDS 4601DS 7401bs 6401as 11WIbs 7481Ds 8801DS 1892lbS 68'2IDS 8851D5 11201DS 2 Anchors @ 04S" hilt O.C./ U-Oip• Inlo.125'Alm. (Fig 4): WA WA NIA T41A NIA WA WA N/A N/A NIA WA A NIA WA NIA WA NIA N/A NIA WA NIA 7151bs 1 Am her/ FLlip(Fig. 5)'. 1951DS 195 IDs 226 lbs 445 lbs 155lbs 3151DS 11015a 4351cS 822 IM 135lbs 1401D5 1Ds 1151Ds 1851DS 1601bs 29D IDS I871Ds 3321DS 473 IM 170@s 2211DS 2801bs 2 Anchors @ 1.1b" Min. O.C7 F-CUp (Fig. 6): 2401DS 3501DS NIA N/A 16U lbs 63D lbs 1851bs NIA NIA N/A 190105A NIA 370 IDS NIA WA N/A N/A NIA 341 lbs 4421bs 5601Ds NOTE: FOR THE UFFSE I CLIP, ust -I Hh SAMt AINOHUK PA I I thciN ANu ANUHUK VALUt6 AJ I Ht a I APIUMMu ULn •. 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. FIGURE 3: 1 0 F ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: • ICJ � • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR 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-T5AND BEA MINIMUM OF.125" THICK. STEEL STUDS TO BEA 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 MAYBE STEEL, 18-8 S.S. OR 410 S.S. LLl IL Ir Q U Z Q W Z PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/2612026 By Miami -Dade Product Control \1. tt1111ri J/T// ` ..........1� '. " t,IGETJgF •- �C��� i 7r No.58705 S VA4TO F 441 i C�`S, •'•. <01:10!`. •'•G\'cam i/VAL It"`��`\ llilk A. LYNN MILLER, P.E. FL P.E.# 58705 TAR] F iA Mullion Capacity Table (lbs/it") ANCHOR CAPACITY ADJUSTMENT FORMULA: Opening Width (for verlirally-spatlNng mullions) or Opening Height (for horizontally -spanning mullions) 50 In 60 in 701n 80 in 90 in 100 u1 120 in 1401. 160 in ANCHOR CAP.,",,,,,,o,r 1 x 2.76 x Rectangular Trap/Tdang. Rectangular Trap/fdang. Rectangular Trap/Tdang. Rectangular TnplTdung. Rectangular Trapf'r6mg. Rectangular hap(Tdang. Rectangular Trap/Tdang. Rectangular TrapRdan,. Rectangular TraprMang. (DPa,)X `) .375 Alum. Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadn9 Loading Loading Loading Tube Mullion .�u�„ �a ,g$ s y ryrya = 'q .. a� ,y�W •a .-.6 y�y� .-, 8� S 'a a �.a G n ^. �� 3 •W ._ •E ._ a� ''c Q o� Z. 6 m `� 'c •a .-. s L,_ =ANCHOR CAP.," USE THIS FORMULA TO OBTAIN THE "ANCHOR t�`ty (�iG U_ V •5 ,��fi a6 ry. c ry 3 cry _ _ ' _ t 3 _ S� c g '3 _ �g & tl 3 ¢ c �, P are arc �� �� �a �� arc �o �9* �i° �t sue. g' �$ ¢rc �' s�rc �€, _ Or CAPACITY ¢`rc d`¢ ¢`d d� �a are a`¢ ¢`¢ Eg ¢`rc d`rr` Ems. a`rc REQUIRED" CORRESPONDING 42 in 170.0 62D 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 .1 148.7 1301 170.0 521 127.6 1301 170.0 521 111.5 1301 170.0 521 TO AN ACTUAL PRESSURE 48,in 170.0 705 170.0 521 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1173 170.0 661 151.8 1139 170.0 677 136.6 1139 170.0 600 113.8 1139 170.0 680 97.6 1139 170.0 680 B5.4 1179 170.0 680 REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER 50.625In 170.0 747 170.0 563 170.0 896 170.0 631 167.8 1032 170.0 684 146.6 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 03.9 1032 1 170.0 756 73.4 1032 170.0 756 THAN THE MULLION CAPACITY 54 in 170.0 797 170.0 512 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.5 907 145.0 714 96.8 907 144.1 710 60.6 907 140.0 709 69.1 907 140.0 709 60.5 907 140.0 709 (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL 60 in 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 YIELD A MINIMUM ANCHOR 631n 121.9 606 130.0 570 101.6 ON 111.5 557 87.0 666 98.9 547 76.2 665 90.1 538 67.7 666 83.9 531 60.9 666 79.8 526 50.8 666 76.8 521 43.5 666 75.6 521 38.1 668 75.6 521 CAPACITY WHICH MAY BE c 661n 106.0 607 112.4 522 88.3 807 96.1 517 75.7 607 85.0 501 fi8.2 607 77.1 493 58.9 607 71.5 486 53.0 607 67.6 461 44.2 607 63.4 478 J7.9 607 62.7 474 33.1 607 62.7 474 USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 72 in 81.6 510 85.0 443 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 34.0 111) 45.9 402 29.2 510 44.4 399 25.6 510 44.3 399 ANCHOR CAPACITY TABLE. 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 30.6 458 44.6 373 34.7 458 41.6 358 28.9 458 37.7 362 24.8 458 36.0 111 21.7 458 35.7 318 78 in 64.2 435 67.0 361 53.5 435 56.8 373 45.9 435 49.8 366 40.1 435 44.T 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 20.1 435 322 340 90 in 41.8 327 43.1 290 34.5 327 36.4 285 29.9 327 31.8 280 26.1 327 ZB.J 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 96 in 34.4 287 35.4 257 28.7 287 299 252 24.6 287 26.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 247 19.3 237 14.4 287 16.9 232 1081n 242 227 24.7 205 20.2 227 20.8 201 17.3 227 10.0 198 15.1 7 16.0 195 III in 22.3 215 227 194 18.6 215 19.1 197 15.9 215 16.6 188 120 in 1 17.6 164 17.9 167 TA QI C'JG Substrate: 2.7k Cdncrele 3k Cmlcrele 3.5k Conic. Hollow CMU Filled CMU Fr Wood Metal Anchor Capacity Anchor 7YPe. 3/16" Elco Ultra- 114" Elcu Ultracon 3119' Dewall Ultracont 114' Oswalt Ultracom 5/l0' Elco llilracon 3/16' Elco utracon 1/4' Elco Ulimean 3/16' DeWall Ull.- 1/4' DeWalt Ultracon, 1/4' SS FJco AggreGator 5/16' Elco Ultracdn 1/4' SS Elco AggreGatdr #10 Steel Screw (G5) 912 Steel Screw (G5) #12 Steel Screw (W) (Ibs) Edge Distance (in): 1" 2.112" 1" 2.1/2" 1" 2.112' 1' 2-1/2' 3.118" 1' 2-1/2' 1" 2-112' 1" 2-1/2' 1" 2-1/2" 7 3.1/T T 0.48' 0.54' 0.324" Embedment(In) 1-3/4' 1-314" 1-3/4' t-314' 1-3/4' 141W 1-314" 1-314' T 1-1/4' 1-1/4' 1-114" 1-114' 1-1/4" 1.114' 1-1/4' 1-114" 1.1/4' 1.114" 2' I-W8' 1-318" modes 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 390 Ibs 3901bs 450 Ibs 89016s 3101bs 630 [us 220lbs 870 Ibs 1644 lbs 270 lbs 280 lbs MA Ibs 740 Ibs 230 lbs 370 lbs 320 IW 580111 374 IN 661 Ibs 946lbe 341 Ibs 442lbs 560 lbs 4 Anchors @ 1.16" Min. O.C. I Standard (or Offset) Clip (Fig. 2g 460lbs 700 Ibs WA N/A 320 lbs 1260 Ins 310IW WA WA WA 380 Ibs WA WA WA 7401bs NIA N/A WA WA WA 682 We 685lbs 1120 lbs 4 Anchors @ 3' Min. O.C. / (2) 2r5 Angle Clips / (Fig. 3r 780lbs 780IW 8tl0 Ibs 15601bs 6201b1 1260 lbs 44U IW 1740 lbs 1890 lbs 5401bs 560 lbs WA 760 lbe 4601bs 7401bs 640 lbs 116011bs 7481bs 860 Ibs 1092 Ibs 682 Its 885Its 1120 lbs 2 Anchors @ 0.46' Min. D.C.I UChp, hlo.125" Alum. (Fig. 4): WA WA NIA WA WA WA WA WA WA WA WA WA WA WA N/A WA WA WA WA NIA WA WA 715 lbs 1 Anchor / F-Clip (Fig. 5): 195 lbs 1951bs 225 Ibs 445 lbs 155IW 3151bs 1101bs 435 Ibs 8221bs 1351bs 14010s 1771bs 3701bs 11516s 185 bs 7801bs 290 Ibs 187 Ibs 3321be 473 lbs 170 IN 221 Ibs 2801bs 2 Anchom @ 1.15" Min. O.C./ F-00p (Mg. 6). 240lbs 350 Ibs NIA WA 1601bs 630 lbs 185lbs WA WA WA 190 lbs WA WA WA 3701. N/A NIA WA WA WA 341 Ibs 4421bs 6601bs Q-D CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED as comp)yIng with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05126/2026 Miami -Dade Product Control FIGURE 1: FIGURE 3: 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. --I 1.000" r--- ��` Qh n1,.V � C 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2.750" \ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. T` No. 58705 l ANGLE CLIP MUST BE USED IN PAIRS. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. h = 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 FIGURE 4: FIGURE 5: FIGURE 6: -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6D63-T5 AND BE A MINIMUM OF -�75 1 C) STATE 10 .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST THICK AND A36. ALLANCHORS INTO METAL SHALL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2.75" X .375" MULLION :iC�is '•F,<URI�P,. • G�=� • • LIB .125" THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 16-8 S.S. OR 410 S.S. / / I /tiP L 11111� A. LYNN �fIII I ER, P.E. FL P.E.# 58705 TABLE 4A Mullion Capacity Table IbsRt2 ANCHOR CAPACITY Opening Width (for vertically -spanning mullions) or Opening Haight (for horizontalVspanning mullions) ADJUSTMENT FORMULA: 50 in 601. 70 in 80 in 90 in f00 in 120 in 140 in 160 In ANCHOR CAP.,,,,,,,,,,,, Rectangular TraplTdang. Rectangular Trep/Tdang. Reutangulm Trap/Tdang. Rectangular Trap7Tdang. Rectangular Trap/Tdang. Rectangular TiapMan9. Reotanilular TraplTdang• Rectangular TraprTdang. Rectangular Trapl6iang. (D )X ( > 1 x 2.76 x Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading MULLION CAP.,,,,,,,,,,, .660 Alum. r r r z" r r r �• r a r r r r a r r r r r r r r r a r r a x r r r Al a =ANCHOR CAP.., Tube a �Mullion n B ff ao 2.4 >v &o a` A0 2v a 1 1 ci =9 ra; & r o ti ia� rai oP a V ra� a ua � 1, o�., o a uo =�^ ri ua ui � v1 U oi �t€taf oE 0i o; u ua v tg� o t` oi Ncai ao o iBs o USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY H `rc o ` REQUIRED" CORRESPONDING 21M 2 M 42 in 170.0 520 170.0 435 170.0 744 170.0 478 170.0 568 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 148E 170.0 521 158.7 1620 170.0 521 133.8 1620 170,0 521 TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 48 in 170.0 703 170.0 524 170,0 650 170.0 504 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 600 121.5 1417 170.0 680 106.3 1417 170.0 660 OPENING, WHEN IT IS LOWER 50.625 in 170.0 747 179.0 563 170.0 896 1 170.0 631 170.0 1046 1 170.01 654 170.0 1195 170.0 723 162.6 1286 170.01 747 146.3 1200 170.01 756 121.9 1266 170.0 756 104.5 1288 170.01 756 91.4 1260 170.0 758 THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 003 133.9 1130 170.0 837 120.6 1130 170.0 856 100.5 1130 170.0 eel 86.1 1130 170.0 861 75.3 113U 1 170.0 861 SELECTED MULLION. IT WILL 60 in 170.0 885 170.0 701 146.5 915 162.3 761 125.5 915 144.5 746 109.9 915 132.3 735 97.6 915 123.9 728 STI) 915 118.5 720 73.2 915 114.4 715 62.6 915 114.4 715 54.9 915 114.4 715 YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE 63 in 151.8 830 161.9 710 126.5 83D 138.9 694 106.5 330 123.2 601 94.9 830 1122 670 04.4 530 104.6 662 75.9 030 99.4 656 63.3 830 94.5 649 54.2 830 94.1 649 47.4 830 94.1 049 USED TO QUALIFY ADDITIONAL jx 66 in 132A 757 140.0 650 110.0 757 119.8 636 94.3 757 105.9 824 62.6 757 96.1 514 73.4 757 89.1 600 66.0 757 84.2 600 55.0 757 79.0 593 47.2 757 782 591 41.3 757 78.2 591 ANCHOR OPTIONS FROM THE J 72 In 101.7 636 106.8 552 64.8 636 91.0 540 72.7 636 50.1 530 63.6 636 72.2 521 56.5 636 60.5 514 50.9 636 02.3 508 42.4 636 57.2 500 W.3 636 55.3 497 31.8 636 55.2 497 ANCHOR CAPACITY TABLE. g 76 in 86.5 571 90.4 498 72A 571 76.8 468 61. 571 67.4 479 54.1 571 60.6 471 46.0 571 55.5 464 43.2 671 51.8 459 36.0 571 47.0 451 30.9 571 44.8 447 27.0 571 44.5 446 78In 60.0 542 83.4 474 1 66.7 542 70.8 1 465 1 57.1 592 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 40.8 425 25.0 542 40.1 423 90 in 52.1 407 53.7 361 43.4 407 45.4 355 37.2 407 79.6 349 32.6 407 35.3 343 28.9 1 407 32.1 338 28.0 407 29.6 334 21.7 407 26.1 327 10.6 407 24.1 322 16.3 407 23.0 319 96 in 42.9 350 44.1 320 35.8 355 37.2 314 30.7 350 32.4 309 26.8 358 28.8 304 23.8 358 26.1 300 21.5 1 356 24.0 296 17.9 358 21.0 269 15.3 350 19.2 284 108 in 30.1 283 3D.8 255 25.1 283 25.9 251 21.5 203 22.5 247 18.8 283 19.9 1 244 16.7 283 18.0 240 15.1 283 16.5 237 1111. 27.8 267 25.3 242 23.1 267 23.8 236 19.8 267 20.6 235 17.3 267 18.3 231 15.4 267 76.5 228 1201n 22.0 229 22.3 209 1 18.3 229 18.8 205 15.7 229 16.2 7.02 TABLE AR Substrate: 2.79 Concrete 31, Canclele 3.51, Corn:. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 311E El.. Ulllacon I I- Fill Ultracan 311E DeWell Ullracan* 1/4" DeWalt Uluacon. 511E Elea Ultracon 1116' Elco LHiracon 114' Elco Ultracon 311E DeWalt Ultracom 1/4' De Walt Ultracanr 774' S5 Elco AggreGalm 511E Elea Ultrecon 1/4' SS Elco AggreGator #10 Steel Screw (G5) 912 Steel Screw (G5) 912 Steel Screw (G5) (lbs) Edge Distance (in): 1" 2-112" i" 2-112" 1° 2-112' 11 2-1/2" 3.118" 1' 211T 1" 2-11T 1" 2.1/2' 1" 2-112, 2' X118" 2" 0.48• 0.54" 0.324" Embedment pny 1-3/4" 1314" 1:1/4" 1-314" 1J/4' 144° 1-3/4" 144' 2' 1214" 1-1/4' 1-1/4' 1-114" 1-114' 1-114• 1-114' _ 1-1/4" 1-1/4" T I -We" 1-318• _wades 2 Ancnors Q 4.75' MI.. O.C. / Standard or Offset Gip (Fig. 1): 3901bs _ 390 Ibs 450 Ibs 8901bs _ 3101bs _ 6301Ds 2201bs 87016s 1644 lbs 270 lbs 280 lbs 354 Ibs 740lbs 2301us 370 lbs 320 lbs 5801bs 374 los 6641hs M Ibs 341 lbs 442lbs 5601os 4 Anchors @ 1.1E Min O.C. / Standard (or Offset) Gip (Fig. 2y _ 4601Ds 700 Its N/A WA 320 lbs 1260 lbs 370 lbs WA WA WA 3BO IM WA WA WA 740 Ibs NIA NIA WA WA NIA 6821os 6851 1120 lbs 4 Amhara @ T Min. O.C.1(2) 2x5Angle Clips / (Fig. 3): 78010s 780 lbs 681) Ibs 15601os 6201us 126016s 4401bs 17401W 1896lbs 540 lbs 550 to. WA 7601bs 460 lbs 74010s 640 It 11601bs 748 lbs 880 lbs 18921bs 92 Ill 0019 11201bs 2 Anchors @ 0.4E Min. O.C.1 U-Clip, Into .125" Alum. (Fig, 4y. WA WA N/A WA WA WA NIA WA WA NIA WA WA WA NIA NIA NIA WA WA WA WA WA A 715 Ibs 1 Anchor /F-Gip (Fig. 5)'. 1951bs 1951os 2251Ds 4451bs 1 1551bs 3151bs 11010s 4351bs 8221Ds 1351Ds 1401bs 1771bs 370 Iles 115111 1851bs 1601bs 2901bs 18710s 3321M 4731bs 1701hs 2211bs 2801bs 2 Anchors (� 1.15' htin. O.C./ F-Gip (Fig. 6): 2401bs 3501Ds NIA WA 1601bs 6301bs 1851bs WA WA WA 1901os WA WA WA 3701bs NIA WA WA WA WA 341 Ibs 4421hs 5601bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATT tKN ANU ANOHUK VALUES AS I Ht b IANUAKu cur. i 1 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURES: • 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 ANDIOR 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"X 2.75" X .650" MULLION 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; No.58705 1Q= � •. ATE O (v<U C�`SS%��ORIor, /, ONAL E11 ` A. LYNNtMlktt P.E. FL P.E.# 58705 TABLE 5A I Mullion Capacity Table Ibs7B2 Opening Width (for ver0caiy-spanning mllions) or Opening Height (for horizontally-sparnrig millions) 60 in 60 In 701n 801n 80In 100 in 120 in 140 in 16U in 1'" X 3.126" XLoafing TraplTriang. Rectangular Loading TraisMang. Loading Rectangular Loading Trap7TDang. Loading Rectangular Loadng Trap/irang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading TrapRriung. Loading Rectangular Loading Trap7Tdeng. Loading RectangularTrap7dang. Loading Loading Rectangular Loading Trop/Tdang. Loading .500" Alumr Mull �" U W7471 a .off.nG u� t d`¢ p u �� o ;: u ¢`re p c a �' r o t ¢`re . U° o �o¢rr F U z r U € u9 t ¢`¢ r U o �c r 0 r� �a a c 0 ' �c aG-U 0 '�'S aa°7 r U_ �o r U �¢ _z u gco z ia„ is r ti .Q� r u t �� Q '�`s� gg x uo a`ai r U Eg Uo t' �rc r u o �A r U t� �a r u €9 �� r t" d` r € 2c t a`¢ rTube o� �c tQ err o� ego421n a.¢ 0 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 $21 170.0 1488 170.0 521 170.0 1736 170.0 521 164.4 1802 170.0 521 48 in 8 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 6W 157.7 1677 170.0 680 135.1 1577 170.0 680 118.2 1577 170.0 680 50.625 in7 170.0 503 170.0 896 170.0 631 170.0 1U46 170.0 664 170.0 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 170.0 755 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 003 166.1 1401 170.0 837 149.5 1401 170.0 856 124.6 1401 170.0 861 106.8 1401 170.0 661 93.4 1401 170.0 661 60 In 170.0 885 170.0 701 170.0 1003 170.0 797 158.5 1150 170.0 878 138.7 1156 167.0 828 123.3 1156 158.5 9V 111.0 1155 149.7 910 92.5 1156 144.5 903 79.3 1156 144.5 903 69.4 1150 144.5 903 63 in 170.0 030 170.0 745 159.8 IG49 170.0 850 137.0 1049 155.5 680 119.8 1049 141.7 846 106.5 1049 132.0 836 95.9 1049 125.5 628 79.9 1049 119.3 620 58.5 IG49 118.9 819 59.9 1049 118.9 819 $ a 661n 166.8 955 170.0 789 139.0 B55 151.3 004 118.1 855 133.7 788 104.2 955 121.4 775 92.6 855 1128 765 83.4 955 106.4 757 69.5 955 98.8 749 59.6 955 98.7 748 52.1 955 98.7 746 e 72 in 128.5 603 134.0 697 107.0 803 114.9 682 91.8 803 101.1 670 80.3 803 91.2 659 71.4 803 83.9 649 64.2 603 78.0 642 53.5 803 72.2 632 45.9 803 69.6 628 40.1 603 69.7 527 Mi 76 in 109.2 721 114.1 628 91.0 721 97.0 616 78.0 721 85.1 605 68.3 721 76.5 595 00.7 721 70.1 588 54.6 721 05.4 579 45.5 721 59.4 569 39.0 721 56.6 564 34.1 721 50.1 563 76 in 101.0 084 105.4 599 84.2 684 59.4 587 72.2 684 78.4 576 63.1 684 70A 567 50.1 684 64.4 558 50.5 684 42.1 684 54.1 541 36.1 684 51.3 536 31.6 684 50.6 534 00 In 65.8 514 67.9 450 54.8 514 57.3 448 47.0 514 50.0 440 41.1 514 44.6 433 36.5 514 40.5 427 32.9 514 27.4 614 33.0 412 23.5 514 30.4 406 20.6 514 29.0 403 BB in 54.2 452 55.7 404 45.2 452 47.0 396 36.7 452 4D.9 380 31.8 452 36.4 384 30.1 452 32.9 378 27.1 452 226 452 26.6 365 19.4 452 24.2 759 16.9 452 22.6 J55 108 in 38.1 357 36.0 32.2 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 j 15.9 357 16.0 293 13.6 357 16.2 287 11.9 357 16.0 263 111 in 35.1 330 35.8 306 29.2 338 30.1 301 25.0 338 26.1 2B6 21.9 336 23.1 282 79.5 338 20.8 288 17.5 336 14.0 336 16.5 278 12.5 338 14.6 273 11.0 338 13.6 269 DIn7.7 289 28.2 263 23.1 269 23.7 259 19.0 289 20.5 25B 17.3 289 18.1 252 15.4 289 18.3 248 13.9 289 11.6 2g9 12.8 240 9.9 289 i t.b 236 8.7 289 10.4 232 TAPI F s-.r4 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPro) X ! ANCHOR CAP.,, -- \MULLION =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: 2.71, Connate 3k Concrete 3.51, Ccnc. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity AnchorT7Pe: 3116" Elco Ullracon 1/4" Eloo Line n 3/16' DeWall Ullmcan. 1/4' DeWalt uuacont 5/16' Elco Ultracon 3116, Elco Ultrecon 114' Elco Ullracon XW' DeWall Uilracon. 114" De Walt Ulllacon, IM" SS Elco AggreGator 5116" Elco Ulbacan 1W S5 Elco AggreGator 910 Steel Scmw(G5) #12 Steel Scn-(GS) #12 Steel Screw(G5) (lbs) Edge Distance (in): 1' 2-7/2" 7" 2-1/2" 1' 2-1/2* 1' 2-t12' 3.1/8' 1' 2.1I2' 1' 2-1I2, 1' 2-1/2" 1` 2-1/2' 2' 3tfe' 2' 0.46' 0.54' 0.324' Embedmenl(in): 1.314" 1-3/4" 1-314" 1-314' 1-3/4" 13/4" 1-3/4" 1.314" 2" 1-114" 1.114' 1-114" 1-114" 1-114` 1-1W 1-114" 1-114" 1-114" 1-1/4" 2' 1.318, 1-318" vanes 2 Anchors @ 4.75' Min. O.C. I Standard or Offset Clip (Fig. 1): 3901bs 390 Ibs 450 IDs 8901bs 3101bs 630Ibs 2201bs 870 lbs 1644 lbs lbs 3541bs 7401bs 2301bs 3701bs 3201Ds Wit lice 37410.s 6611bs 9461Ds 341 Ibs 4421bs 5601bs 4 Anchors @ 1.16" Min. O.C. / Standard (or (Met) Clip (Fig. 2): 450 lbs 700lbs NIA WA 320lbs 1260 lbs 310lbs WA WA a WA WA NIA 740 lbs WA WA WA WA N/A 682 lbs 885 lbs 11201bs 4 Anchors @ X Min. O.C. I (2) 20 Angle Olps I (Fig. 3} 780 lbs 780 IDs 680 lbs 1550 Ms 6201bs 12601bs 440lbs 17401bs 18961Ds s WA 760 its 46010s 740 lbs 640 lbs 11601D5 74B lbs a6D lbs 159Z IW 6021os 885 lbs 1120 lbs 3 Anchors @ 0.46" Min. O.C. / U-Clip, into .12T Alum. (Fig. 4): WA WA WA WA WA WA NIA WA WA MtVA1 WA WA WA N/A WA NIA WA WA WA WA WA 10731bs 1 Anchor I F-Clip (Fig. 5): 1951bs 1951oe 225 to$ 445Ibe 155IW 31510e 1101bc 4351bs 822 lbs lbs 177 lbs 370Its 116 [be 185 lbs 160 IW 299 We 15T IW 3321hs 4731Ds 1701bs 221 Ibs 2601bs 2Awhom @ 1.15" Min. O.C.I F-Clip (Fig. 6): 24016s 350Ibs WA WA 18010s 6301bs 1851W WA WA s F WA WA NIA 3701hs NIA WA WA WA NIA 347 IDS 4421bs 5601bs 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: FIGURES: F-1.000"-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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125" 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 .500" CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED T YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5AND BE A MINIMUM OF .125" 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 0" VF MULLION) 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. PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05126/2026 By Miem4-Dade Product Control C ENSF'•,C�� , NO. 58705 iE F (V A. Ll Nl14MILL�Eit, P.E. FL P.E.# 58705 TABLE 6A Mullion Capacity Table (lbsffe) ANCHOR CAPACITY Opening Width (for verlically-spanning mullions) or Opening Height (for horizontally -spanning mullions) ADJUSTMENT FORMULA: 50 in 60 in 70 in 80 in 901n 100 in 120 In 140 in 160 in ANCHOR CAP.,,,;,,,„ 1 x 4 x .125 Rectangular Loading TrepfIrdwil. Loading Rectangular Loading Treplydang. Loading Rectangular Lauding Trap/7dong. Loading Rectangular Loading TraprTlfune. Loading Rectangular Leading Trap/Tdang. Loading Rectangular Loading TrapRdang. Loading Rectangular Loading TraplTdang. Loading Rectangular Leading Traprrdang. Loading Rectangular Leading TWITdang. Loading (DP a)X ( > MULLION CAP.,"�,,.,,. Alum. Tube Mullion r � ^ 1i ` ad r u Eg- a o Q`¢ r �- r r:1 a arc �• u r � u a c a� �• ci b �- z• u r a� ,q ci o -y n �� �• i5 t. 'fr ¢`¢ r 0' o = G �• ci v _ u arc z• ci € 5 �• _ ci a a.� fi a`¢ .� ci = �� �' � ci ii aa: r u S = ice. F rt 9 ta" <rc �• ci o �• ci `�5 �¢" F ti 0 � ci r a`ic �' u �£ r 6 .. i5 '„ `�q are i5 A c ci t•� a`e" r u 5 �4- � ci t a� a A 3 Sp s G �• ci r a`rc r ., rr 9 a s=, � � u a a 'b a=rc n � u g F _ u $ �� =ANCHOR CAP.„.. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED"CORRESPONDING TO ACTUAL PRESSURE REQUUIREMENT FOR THE 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 858 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 145.6 1459 170.0 521 127.6 1489 170,0 521 48 in 170.0 705 170.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 677 156.3 1303 170.0 680 130.3 13U3 170.0 680 111.7 1303 170.0 680 97.7 1303 170,0 600 OPENING, WHEN IT IS LOWER 50.625 in 170.0 747 1 17U.0 563 170.0 896 170.0 631 170.0 1 1046 1 170.01 684 170.0 1195 170.0 1 723 156.1 1235 170.0 1 747 140.51 1235 1 170,0 756 117.1 1 1235 1 170.0 1 756 10UA 1235 170.0 756 87.8 1235 170.9 756 THAN THE MULLION CAPACITY 54 1n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754[43.5 1158 170.0 007 137.2 1168 170.0 637 123.5 1158 170.0 U56 102.9 1158 170.0 B61 002 1155 170.0 861 77.2 1150 170.0 861 (FROM THE TABLE) . I THE SELECTED MULLION. IT WILL 601n 170.0 065 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 1D42 146.7 015 111.2 1042 136.3 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 762 62.5 1042 125.1 782 YIELD A MINIMUM ANCHOR 63 in 170.0 9W 170.0 745 151.2. 992 163.6 818 129.6 992 144.4 799 992 131.0 782 100.8 992 121.4 766 90.7 992 114.8 758 75.6 992 10B.4 745 64.8 992 108.0 744 56.7 992 108.0 744 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL $ 66 In 165.4 947 170.0 789 137.8 947 146.0 786 118.1 947 130.3 768 947 117.7 752 91.9 947 108.7 738 8Z7 947 1022 727 58.9 947 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 ANCHOR OPTIONS FROM THE c a 72 in 135.9 849 142.7 737 113.2 849 121.6 722 97.0 849 106.9 708 849 96.4 696 75.5 849 88.7 686 67.9 849 82.7 675 56.6 849 75.3 659 40.5 049 72.5 652 42.5 849 72.4 651 ANCHOR CAPACITY TABLE. 76 in 115.5 762 120.7 665 96.3 762 102.6 652 82.5 762 90.0 640 762 80.9 629 64.2 762 742 620 57.8 762 692 613 48.1 762 62.8 602 41.3 762 59.9 597 36.1 762 59.4 595 78 in 106.9 724 117.4d427 89.0 724 94.6 621 76.3 724 829 609 724 74.4 599 59.4 724 68.1 591 53.4 724 63.4 583 44.5 724 57.7 573 30.2 724 54.3 567 33.4 724 53.5 565 90 in 69.6 543 71.8 56.0 543 60.7 474 49.7 543 52.9 466 543 47.1 455 38.6 543 42.8 452 34.8 543 39.5 446 29.0 543 34.9 436 24.8 643 321 430 21.7 543 30.7 426 961n 51.3 478 58.9 47.0 478 49.7 419 40.9 476 43.2 412 478 38.5 4D6 31.8 478 34.8 40D 28.7 470 32.0 ]1081n 40.3 377 41.1 33.5 377 34.6 335 26.3 377 30.0 330 377 26.6 325 22.4 377 24.0 321 20.1 37722.0 3III in 37.1 357 37.8 30.9 357 31.8 318 26.5 357 27.6 313 357 24.4 309 20.6 357 22.0 305 185357 20.1 7120i29.3 306 29.8 24.5 306 25.1 274 21.0 306 21.7 270 306 19.2 257 16.3 306 17.3 263 144 in 17.0 212 17.2 -- Substrate: 2.7k Concrete 3k Concrete 3.51, Can.. Hallow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3116" Ere. Wracon 114" Elco Ultra- 3116' De Walt Ullracom 114" De Walt Olt-- 5116' Elea Ullracon 3116" Elco Ullracon 114' El.. Ulm- 3/16" DeWall Ullracan. 1/4` De Wall Ullracum 1/4" SS Et.0 AggreGalor 5/16' Elco Ulhacon 114" SS Elco A99,Zatar #10 Steel Sol- (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) (Ibs) Edye Distance (in): 7' 2-112" 1" 2-1/2' IN 2-71Z' 1' 2-112' 3-110' 1.2-117' 1' 2-1/2' 1" 2-1/2' 1' 2-712' Y 3.1/8' 21 0.48" 0.54' 0.324' Embedment (in): 1-3/4' 1.314" 13W 1-3/4" 4" 1-3/4"1.314" 1-314" 2" 1-114' 1-1/4" 1-114" 1.114" 1-114" 1-1/4" 1-1/4" _ 1-V4' 1-V4' 1-1/4" 2" 1-310" 1.3/8" vanes 2 Anchors @ 4.73' Min. O.C. I Standard _ or Offset Clip (Fig. 1&2): 3901bs 3901tn 450 His 6901bs 3101be 630 His 220IW 87010s 1644 lbs 270 lbe 280 IW 354 Ibs 740197 230 lbs 370 lbs 320 lbe 680 lbs 374 lbs 66416s 94611s 341 lbs 4421bs 560 Iba 4 Anthers @ 2.25" Min. O.C. / Standard (or CINet) Clip (Fig. 3): 700 lbs 700 IW 580 Ibs 14101bs 620 lbs 1260lbs 4201bs 1720 IW 9521bs WA 560 lbs WA 630 Its 3901bs 7401bs 5101be 1050 lbs WA 880 Ibs N/A 682 Ibs 8851bs 11201bs 6 Anthers @ 1.15" Min. O.C.I Standard (or Offset) Clip (Fig. 4): 950 lbe 1400 IM N/A WA 640 lbs 25201bs 740 IW WA WA WA 7601t. WA WA N/A 1480lbs WA WA WA WA NIA 1363lbs 1T70 lbs 2240 Ibs 4 Anchors @ X Min. O.C. / (2) ZK6 Angle Clips / (Fig. 51: 760 lbs 780 Ibs 580 lbs 16601bs 620 lbs 1260lbs 440 lbs 1740 lbs 1896lbs 540 Ibs 560 [be WA 760lbs 4601be 740 lbs 640 Ibs 11601bs 7481be 880 Ito 18921be 682 Ibs INS it's 1120 Ibs BAnchors @ 3' Min. O.C. / (2) 2r5 Angle Gips 1 (Fig. 6): 11701bs 11701bs 1U201" 23401bs 930 Its 1890lea 660 los 201010s 284q Ibs 8101bs 840 toe WA 1140lbs 690 lbs 1110 his 950 %4 1740Ibs 11221bs 13201bs 2tl381bs 1022lbs 1327 to. 1680Joe 4 Anchors @ 0.45" Min. O.C. I U-Clip, into.125" Alum. (Mg. 7), WA WA WA WA WA WA N/A WA WA WA WA WA WA N/A "A NIA WA N/A WA WA WA WA WA WA 1430 lbe 2 Anchors @ 225"Min. O.C./ F-Clip (Fig. B): 3501bs 3501os 29D lbs 7051bs 31010s 8301bs 2101D5 BW Ibs 4761bs WA 2801Ds WA 315 lbe 1951bs 2h51bs 53U Ibs WA 490 IDs N/A 341 Ihs 4421bs 560 it's 4 Anthers@1.15'Min. O.C./F-Clip(Fig.% 4801bs 700 IW N/A WA 320 floc 1260 I1a 37010s WA WA WA 3B0 I. WA WA I N/A 74D 10.s I WA I NIA I WA WA N/A 6821os BBS Ibs 1120 IM NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES As T HE 51 ANUAKU CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: • • • • • • • • • • • • • • • • • • • • • • FIGURE 5: FIGURE 6: FIGURE T 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" 125" 1" X 4" X .125" MULLION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By t �a Miami -Dade Product Control 1(111111/Jr, _YNA � . w_lcerasc •'• cl� No.58705 ,7s 10NAl- o" A. LYNUMILL�R, P.E. FL P.E.# 58705 TABLE 7A Mullion Capacity Table (lbs/it") ANCHOR CAPACITY Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) ADJUSTMENT FORMULA: 50 to 60 in 70 in 80 in 90 in 100 In 120 in 140 in 1601.. ANCHOR CAP.,,g,,,,� 174x.376 Rectangular Loading Tr fTriang. ap Loading Rectangular gu Loading Trap/Triang. Loading Rectangular gu Loading 7r ap/Tdang. Loading Rectangular Leading Trap/Iliang. Loading Rectangular Loading TmplTnang. Loading Recteugular Loading Tmp/Trian9. Loading Rectangular Loading Trap/Trian9. Loading Rectangular Loading Trapfrdang. Loading Rectangular Loading TraplTrian9. Loafing DPI ( ) X ( ) MULLION CAP..„c,,,,,, Alum. Tube & .,T,. Mullion F 4i GR r c7 v a`¢` .s = 1 3 �` i d`¢�= p a 3& .1 .-. B , L c5 -� m .- 3 ` i:' a "5B v N c¢3�` d`¢a`¢ r '9g .� ., k z• "3 c r �' aaR " -b" �o r 8� u & a`¢ .a $ €_ �•SG .q .. " - ¢`¢ ,� ci o .9i Z�. �• ga 3 5k(( dn`e r A 3 €£ �� E r ci '� 6 a¢ ci `_ -� moo¢ r ci o a, �i c� o �� r is P a`1`s¢ r `_ - - a x.a .�'.- €L �� so is arc 9 -� �� .m N t• �� €£ 3G E ?' ° >o t " ac¢ .� `� c ?' _. & £z & �¢ =ANCHOR CAP.,., USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING 42 in 170.0 U20 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 D19 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 170.0 1983 170.0 521 TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 48 in 170.0 700 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 601 170.0 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 OPENING, WHEN IT IS LOWER 50.625 in 170.0 74/ 170.0 563 170.0 896 170.0 631 170.0 IG46 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.D 756 170.0 1793 170.0 755 150.0 1919 170.0 756 136.5 1919 170.0 756 THAN THE MULLION CAPACITY 541n 170.0 797 170.0 612 170.0 953 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 8% 159,9 1799 170.0 661 137.1 1799 170.0 861 120.0 1799 170.0 661 FROM THE TABLE) OF THE SELECTED MULLION. IT WILL 60 in 170.0 865 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1619 170.0 1063 97.2 1619 170.0 1063 YIELD A MINIMUM ANCHOR 63 in 170.0 930 170.0 745 170.0 1118 170.0 650 170.0 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 1155 100.7 1542 157.9 1157 88.1 1542 167.9 1157 CAPACITY WHICH MAY BE :E 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 1066 142.8 1472 168.8 1146 126.5 1472 158.8 1130 107.1 1472 147.8 1103 91.8 1472 146.0 1104 80.3 1472 146.0 1104 USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE rn m 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 150.0 1320 166.2 1101 132.0 1320 149.9 1002 117.3 1320 137.8 1056 1D5.6 1320 128.6 1049 88.0 1320 117.0 1024 75.4 1320 112.6 1013 66.0 1320 112.5 1012 ANCHOR CAPACITY TABLE. J 761n 170.0 1122 170.0 937 149.6 1184 159.4 1013 1282 1184 139.9 994 112.2 1164 125.7 970 99.7 1184 115.3 964 89.8 1104 107.5 952 74.8 1184 97.6 935 64.1 1194 93.1 927 56.1 1184 92.3 925 � 781n 166.1 1124 170.0 967 138A 1124 147.0 965 118.6 1 1124 128.8 947 103.8 1124 115.6 931 92.3 1 1124 1 105.8 918 83.0 1124 98.5 1 906 69,2 1124 89.0 890 59.3 1 1124 84.3 881 51.9 1124 83.2 878 90 in 108.1 B44 111.5 1 750 0 90.1 844 94.3 736 1 77.2 844 82.1 1 724 67.6 1 844 73.3 712 60.1 844 66.5 702 54.0 844 61.4 693 45.0 844 54.2 678 38.6 844 50.0 668 33.8 844 47.7 662 96 in 89.1 742 91.5 663 74.2 742 77.2 652 63.6 742 67.2 641 1 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 37.5 584 1081n 62.6 58663.9 63D 52.1 586 53.5 521 44.7 566 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 Ill In 57.6 555 58.8 603 48.0 555 49.5 495 41.2 555 42.9 487 36.0 655 38.0 480 32.0 555 34.2 473 28.6 555 31.3 467 24.0 555 27.1 457 20.6 555 24.3 448 I8.0 555 22.4 442 120 in 45.6 475 46.4 433 30.0 475 39.0 426 32.6 475 33.7 420 28.5 475 29.0 414 25.3 475 26.8 409 22.8 475 24.5 404 19.0 475 21.1 395 16.7 475 18.7 387 14.3 475 172 381 144 in 25.4 330 26.7 305 22.0 330 22A 301 18.9 33D 19.3 297 16.5 730 17.0 293 TGRI P 7R SuNbate: 231, Concrete 3k Concrete 3.5k Co.. Hollow CMU I Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3'i6" Elco Ult-ini 114" El.. Ullracon 3/16" CeWalt Uluaconr 114" DeWalt tllbacum 5/1W Elco Ultra- 3116' El eo Ultracon 114" Elca Ullracon 3/16" DeWall Ultracone 1W De Walt Ullracan+ 1/4' SS Elco AggreGator 5116" Elea 111imcon 114" SS Elco AgglaGator #10 Steel Sono (G5) #12 Steel Screw (G5) 012 Steel Screw (G5) (lbs) Edge Distance (in): P 2-10' - 1^ 2-1f2' 1- 2-1/2' 1" 2-112" 3.1/8' V 2-11T 1- 2.1/2' 1" 2-1/T _ 1" 2AW T 3-1/8' 2" 0.48" 0.54' 0.324" Embedment (in): 1.3/4° 1-314' 1-314' 1.3/4' 1-314" 1-3W 1-3/4" 1-3I4" T 1-1/4' 1-1/4' 1-114" 1-1/4' 1-1/4" 1-1/4' 1-1/4' 1.114' 1-114" 1-114" T 1-3/8' 1.318, varies 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1&2): 390IN 390lbs 450 Ibs 890 IN 3101N 6301N 2201N 87U IN 16441N 2701N 260 IN 354 IN 740 IN 2301N 370 IN 3201N 5801N 374lbs 664 IN 940 IDS 341 Ica 442 its 5601N 4 Anchors @ 2.26" Min. O.C. / Standard (or Offset) Clip (Fig. 3} 700lbs 7001bs 580 lbs 1410 IN 620Its 12601N 4201N 17201bs 9521N WA 550 IN WA 6W IN 390IN 740 lbs 5101N 1060 IN WA 880 IN -NJA 6821N 8851N 11201N 8 AnchorsStandard Mi O.C.1 (2) ZX5 Angle Clips I (Fig. 5): 4 Mich- 3' Min, 78D IN7 0IN 680 It.IN1560 IN 620IN 1260 IN 440IN 1740 to$ 1896 IN 540 lbs 56010s WA 760 4601bs 740 IN 64D IN 1160 lbs 748 IN 8 IN 1892IIN 602 IN 885 IN 11201bs e Anchors @ 3' Min. U.C. / (2) 2x5 Angle Gips I (Fig. Byl 1170 lbs 1170 IN 10201N 2340 lbs 0301N 18901N 0601N 2510 It. 28441N 810 lbs 840 Its WA 11401bs 6901bs 1110!as 960 IN 17401bs 1122 IN 13201N 20381bs 10221bs 13271N 1WO lbs 4 Anchors @ 0.45" Min. O.C.! U-Gip, Into .125" Alum. (Fig. 7): WA WA WA WA NIA WA WA N/A WA WA WA WA WA N/A NIA WA WA NIA WA WA WA WA 14301bs 2 Anchors @ 2.25' Min. O.C.1 F-Gip (Fig. 8): 350 os 3501N 290 Ibs 705 IN 310 os 6301N 2101N OW Ibs 476 IN WA 280 IN WA 3151N 1951N 3701bs 2551N 530 "is NIA 4401N N/A 341 IN 4421N 5601N 4 Anchors @ 1.15' Min. O.CI F.Cip, (Fig. 9): 4801N 7001bs WA WA 1 320IN 1 12601N r 3701N N/A I WA I WA 3801N WA WA I WA 1 740 IN WA WA WA WA WA 682IN 885 IN 1 112016 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By zri Miami -Dade Product Control NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. -'-I 1.062" 1.000" r'- TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 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. OA'l LYNN, 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 4.000"a�3711611 4.000" _ No. 58705 SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. - - FIGURE5: FIGURE6: FIGURET 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND " %J Z 10 , • • • • GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE Off•, rrrrrl7_ Or �� • • • • 0 PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM SHALL BE - 'Cris •'-F/ UR(DH,. •'G\C� ` 6063-T5 AND BE A MINIMUM OF .125"THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" .375" ��i, S/ THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS ' 777 OVAL �• 1�� ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 1^ X a' X .375"� 1'• X a• X .375^ A. LYNN MIt1LER, P.E. ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 'T"-MULLION MULLION FL P.E.# 58705 TARI F RA Mullion Capacity Table (Ibslft2) ANCHOR CAPACITY Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) ADJUSTMENT FORMULA: 50 in 60 in 70 in 80 in 90 in 10D in 120 in 1401n 160 in ANCHOR CAP.,,,m,,,,u 1.25" x Rectangular Wading TtopRdane. Loading Rectangular Loading Trap/Ttlang. Loading Rectangular Loading 7rapRdang. Loading Rectangular Wading TrepROang. Loading Redangular Wading TapllFiang. Loading Rectangular Loadug Trap/7dang. Loading Rectangular Loading TraplTdang. Loading Rectangular Wadny TrapRdeng. Loading Rectangular Loading T2p/Tdang. Loading (DP.) X ( ) MULLION CAP„„,,,,,,,r 3.188'• x .265•' Alum Tube Mull a =• t� z�' =i `£ Ise = o. o ASS t =' 5 i" to $ `a r d t-a o '9g d t �¢ r gff 9 c E L d is - �rc g 9 j(' fo L t= gi d`a: 2• 99 5� ��- r �• a`rc x o 3b", D crc e� 'yG d^ `i ¢rc L• o f�. L• te d`c s 3_ gi �rc ;= a $ ��. Z z �z 2 `_ sr, 2' P a� m o �$ �� A N r �¢ =ANCHOR CAP.,�a USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170,0 868 170.0 6% 170.0 992 17110 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 151.6 1769 170.0 521 TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 530 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 660 154.8 1548 170.0 650 132.7 1548 170.0 680 116.1 1548 170.0 650 OPENING, WHEN IT 15 LOWER 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 694 170.0 1195 170.0 7Z3 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 THAN THE MULLION CAPACITY 54 in 170.0 797 17110 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 163.1 1376r132 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 (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL 691,, 170.0 505 170.0 701 170.0 1063 170.0 797 155.9 1150 170.0 878 139.0 1158 167A 930 123.6 1158 919 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 1156 144.8 905 69.5 1168 144.8 905 YIELD A MINIMUM ANCHOR 63 in 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 165.9 862 120.1 1051 142.0 84B 106.7 1051 837 96.1 1051 125.7 630 60.1 1051 119.5 622 60.6 1051 119.1 821 60.0 1051 119.1 821 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL $ 66 in 167.1 957 170.0 789 139.3 957 151.6 805 119.4 957 134.0 -190 104.4 957 121.6 777 92.0 957 767 83.6 957 106.6 759 69.6 957 100.0 750 59.7 957 98.9 746 522 957 98.9 748 ANCHOR OPTIONS FROM THE C 72 in 128.7 804 135.2 698 107.3 804 115.2 684 91.9 604 101.3 671 80.4 804 91.4 660 71.6 804 650 64.4 804 78.8 643 53.6 804 72.3 633 46.0 604 69.9 629 40.2 8D4 69.3 628 ANCHOR CAPACITY TABLE. 76 in 109.4 722 114.4 630 91.2 722 97.2 618 T8.2 722 85.3 606 68.4 722 76.7 598 60.8 722 588 54.7 722 65.5 580 45.6 722 59.5 570 39,1 722 56.7 565 34.2 722 56.2 564 E 78 in 101.2 685 105.6 600 84.4 685 89.6 588 72.3 685 78.5 577 63.3 885 70.5 568 56.2 685 . 560 50.6 685 60.1 553 42.2 685 54.3 593 36.2 685 51.4 537 31.6 685 50.7 536 90 in 65.9 515 68.0 457 54.9 515 57.5 449 1 47.1 515 50.1 441 41.2 515 44.7 434 36.6 615 40.6 1 428 33.0 515 37.4 1 422 27.5 516 33.1 413 23.5 515 30.5 407 20.6 515 29.1 404 961n 54.3 453 1 55.8 1 404 45.3 453 47.1 397 38.8 453 41.0 1 391 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 22.9 356 108 in 38.1 358 39.0 123 31.6 358 32.8 356 28.4 313 23.8 358 252 308 212 356 227 30419.13587I IIin35.1 338 338 30.1 t31827 336 25.1 297 22.0 338 23.2 293 1120 in 27.8290 M 290 23.8 290 20.6 25fi 17.4 290 18.2 253 15.4 290 16.4 249 144 in 16.1 201 Subslralc 2.7k Concrete 31, Concrele 3.51, Conc. Hollow CMU FiUd CMU PT Wood Metal Anchor Capacity Anchor Type: 3116' El.- Ult2con 1/4- Elco UlUecon 3/16' DeWalt Uilraconr 1/4' OeWalt Ultraconr 5/76- Elco UlVacon 3116' Elco Nuacon 114' Elco Ullracon 3116° DeWall Ulbaconr tl4' DeWall Ulllacanr V4' SS Elco A"'Gator 5116' Elco Ullracon 1/4' SSE- AggreGator 410 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) (Ibs) Etlge Distance (in): 1" 2-1/2- 1' 2-1f2' 1" 2-1/2" 1' 2-1/2' 3-1/8' 1' 2-112' 1" 2.1/2" 1' 2-1/2' 1' 2-112' 2' 3-1/8' 2' 0.48- 0.54' 0.324' Embetlmenl (in): 1-3I4' 1Jl4° 1-3/4' 1-3l4" 1-314' 1-3l4' 1.3/4° 1.314' 2' 1-1I4" 1.114" 1-1/4' 1-1/4' 1-1/4' 1-1/4' 1-1/4- 1-1/4' 1-114" IA14' 2' _ lae 1-3/8' wades _ _ 2 Amhors@4.75'Min. O.C. I Standard or Offset Clip (Fig. 1): 390lbs 390IM 4501bs 6901bs 3101bs 630 Ibs 2201bs 8701bs 16441bs 2701bs 2801tu 35410s 7401bs 2301bs 3701bs 3201bs 5601hs 3741bs 664 lbs 946lbs 3411bs 442IW 560 Ibs 4 Anchors @ 1.15'• Min. U.C. / Standard (or Offset) Gip (Fig. 2): 480 lbs 700 IW N/A WA 320 IW 12601bs 3701bs WA WA WA 380 Ibs WA WA NIA 740 Ibs WA WA WA WA WA 682 1Es WS Ibs 1120 lbs 4 Anchors @ 3" Min. O.C.1(2) 2x5 Angle Gips I (Fig. 3): 760lbs 7801bs 680 Mrs 1560 lbs 620lbs 1260 lbs 4401bs 17401bs 1896Ibs 5401bs 560 lbs WA 7601bs 4601bs 740 lbs 64011 11601bs 7481bs 860 Its 18921bs 6821bs 8851bs 1120lbs 4 Anchors @ 0.45' Min. O.C. / UCllp, Into .125' Alum. (Fig. 4): WA WA NIA WA WA WA NIA WA WA WA WA WA WA N/A NIA WA N/A WA WA NIA WA WA 14301bs 1 Anchorl F-Cllp(Fig. 5): 195lbs 1951hs 2251bs 4451bs 1551bs 31516s 1101bs 435 IM 822IW 1351bs 140 Ibs 177 Ibs 3701bs 11510s 1&51bs 1fi01W 2901bs 187 lbs 332 Ibs 473 lbs 170 Ibs 221 Ibs 2801ba 2AWhors@1.15'MIn.O.C.IF-CLp(Flg.6): 240lbs 3501bs WA WA 1. lb, 6301ba 1851bs NA WA WA 1901W WA WA Nli 370@s N!A NIA WA WA NIA 3411bs 4421bs 5601bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PAT] tHN ANU ANCHOR VALUt3 As I Ht s IANIJIIKU cur. 11J a W 0 2 U Z Q LU W Z PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By J Miaml-Dada Product Control 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. 11(tllur/r, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �` ��1Y N1v 7! FIGURE 3: 3.188" 1� �•'•(IGE1JgF ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE ct.: • . F SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS•.13 BE USED CUP T SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 265 Ti :' No. ,18705 IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND - '• FIGURE 4: FIGURE 5: FIGURE 6: GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL _ r ;�Q 7�•U : ,44 � BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE I fir •, .••,w` 6063-T5 AND BEA MINIMUM OF.125"THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND '.P <ORl(1P,.•• \N .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A36. ALL 1.25" (13.188" X . iSs' - �G ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-1l4" VF MULL MULLION LLION)/,, /�NA L E #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1 • A. LYNtf MILLER, P.E. FL P.E.# 58705 Mullion Capacity Table (Ibfilte) ANCHOR CAPACITY Opening Width (for vertically -spanning mullions) or Opening Height (for horizontaty-spaming mtdlions) ADJUSTMENT FORMULA: 5o in Win 70 in 80 in so in 100 in 120 in 140 in 160 In ANCHOR CAP.,-,- 1.25 X 325 Rectangular Loadng TraMTiiany. Loading Rectangular Leafing Trap/Tnan g� Loading Rectangular 11u Lo.d g Trs p7Tnang. Loading Rectangular Leading TrapRdang. Leading Rectangular Loading Tr4NTdanp. Loading Rectangular Loading Trap/TrianB. Leading Rectangular Leading TrapRdan9. Loafing Rectangular Loeding TrapRriang, Loading Rectangular Loadng 7rap/lhany. Loading (DP ) X ( ) MULLION CAP.,,.,,,,,,. X .100 Alum. Tube Mullion .� fl C$ gg;g U ^ yk, Eb dp dy .6 S� t9 - E i ` Nh L'� 8� a_ E -.- B pp Y' 2 a= ,£, ?I & h _ s B E 1s s= fl&14 kk P H a GG �. e s�" z =• a Ir 3 3 &S� np & E II 5 _ = p V a` I a i 8 ,i _ s� E <. & Q I 8 A� x =• fl14 = 9 g i cc Y`� �� s �, th� E� Si i4 FF ,�- Y s s B14 �' iY 29 € �• `�X n 1S ` P' E a 8 r� 5x kk P' iR 5 -• :_ g ��1SB ©` k Ell @�Y a (,� .ijE sg R. 7 ` $ 3 44 Y`r' s� G - 9 ` p F a =ANCHOR CAP. �. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING 42N 170.0 620 170.0 435 1T0.0 744 770.0 478 770.0 888 110.0 506 110.0 992 770.0 579 170.0 1716 170,0 521 153.3 1178 170.0 521 127.7 1118 770.0 521 109.5 1118 170.0 521 95.8 1718 170.0 521 TO AN ACTUAL PRESSURE 48N 170.0 708 170.0 524 170.0 050 170.0 584 167.6 918 170.0 630 146.7 978 170.0 651 130.4 978 1700 677 117.3 978 170.0 680 97.8 978 170.0 600 83.0 978 170.0 680 73.3 978 170.0 680 REQUIREMENT FOR THE 50.625 in 170.0 747 170.0 563 170.0 898 170.0 631 150.7 927 170.0 684 131.9 927 166.5 708 117.2 927 159.1 699 105.5 927 156.3 696 87.9 927 156.3 695 75.4 921 166.3 695 65.9 927 156,3 695 OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY 54 in 170.0 797 170.0 672 154.5 869 170.0 691 132.5 B69 153.9 683 115.9 869 747.8 669 103.0 669 134.0 660 92.7 669 129.6 654 77.3 6fi9 128.8 852 6fi.2 669 128.E 852[57 865 128.8 852 (FROM THE TABLE) OF THE 601n 143.2 746 153.8 634 119.4 746 132.3 620 102.3 146 117.8 608 89,5 748 107.8 5N /9.e 746 101.0 592 71.6 746 96.6 581 59.7 746 83,3 583 51.2 746 93.3 683 746 93.3 583 SELECTED MULLION. IT WILL 67 m 123.7 677 132A 579 103.1 677 113.2 566 88.4 677 100A 555 77.7 677 91.4 546 68.7 677 85.2 579 61.9 677 81.0 534 51.8 677 77.0 529 44.2 677 76.7 529 677 76,7 529 YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE 66in 107.6 617 114.1 530 89.7 fi17 97.6 510 76.9 617 05.3 509 67.3 617 78.3 500 b9.8 617 72.6 494 53.8 617 66.7 489 44.0 fi17 84.4 483 38.4 fit/ 63.7 482 617 63.7 482 USED TO QUALIFY ADDITIONAL 72 in 82.9 510 87.1 450 69.1 518 74.2 440 59.2 bib 65.2 432 51.8 518 68.8 425 46.1 518 54.2 419 41.4 518 50.7 414 34.b 516 46.6 408 29.6 big 45,0 405 518 45.0 405 ANCHOR OPTIONS FROM THE 76m 70,5 465 73.7 406 58.7 465 398 50.3 465 54.9 390 44.1 465 49.4 384 39.2 465 45.3 378 35.2 465 42.2 374 29.4 405 38.3 367 25.2 465 36.5 364 465 36.2 36378 In 55.2 441 68.0 387 54.3 441 379 46.6 441 50.6 372 40.8 441 45.4 366 36.2 441 41.6 360 32.6 441 38.7 35U 27.2 441 34.9 349 23.3 441 33.1 346 441 32.7 345 90 in 42.4 332 43.8 295 35.4 332 289 30.3 332 32.3 284 26.5 332 26.8 280 23.6 332 26,1 276 21.2 332 24.1 212 17.7 332 21.3 266 15.2 332 19.6 262 332 18.7 260 96 in 35.0 291 35.9 260 29.1 291 d 266 25.0 291 26.4 252 21.9 291 23.5 248 19.4 291 21.3 244 t7.5 291 19.5 291 14.6 291 17.1 235 12.5 291 15.6 232 108 in 24.6 230 25.1 208 20,5 230 205 17.5 230 18.3 201 154 230 16,2 198 111in 22.6 210 23.1 197 18.9 218 194 16.2 218 16.8 191 14.1 218 14A 186 18.2 170 14.9 187 1. Substrate: 2.7k I: matte 3k Concrete 3.5k Cenc. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3/76- Elco Ultracon 714' Elco Ullracun 3116' DeWalt Ulliacom 1/4' UeWolt Ultracorn 5/16' Elco Ullracon 3Ult Elco Ult. 114' Elcu Ultmoon 3/16' De Wall ultra,.. 1/4' De Welt Ultreconl 1/4' SS Elco AggreGalor 5116° Elco Uilracon 1/4" SS Elce AggreGator #10 Steel Scmw(G5) 012 Steel Screw(G5) #12 Steel Screw(G5) (lbs) Edge Distance pn): 1' 2-72' 1' 2-12' 1' 2-1/7 1' 2-1/2' 3178' 1' 2-12' 1' 2-1/2° 1' 2-117 1' 2-112 7 3-1/8' 2 0.48" 0.54' 0.324" Embedment (inn 1-V4" 1314" 1-3/4' 1-3'4' 1-314' 1-314" 14W 1314' 7 1-1/4' 1114 1.1/4- 1-1/4- 1-1/4" - 1-1/4' 1-1/4- 1-114° 1-1/4° 1-114" 2' 1316" 1-3/B' caries 2 Anctrom @ 4.75' Min. U.C. / Standard or Offset Gip (Fig. 1): 390 IM 390 We 450 1tre 890 Ibs 3101bs 630 Has 2201bs 870 Ibs 16441bs 2701bs 280 IW 3541bs 740 Ibs 2301bs 370 !be 320 IW 600 Ibs 374 Ibs 604 Ibs 940 to. 341 Ibs 442 lbs 5601be 4 Anchors @ 1.15- Min. O.C. / Stantlard (or Offset) Gip (Fig. 2): 480 lbs 700 lbs WA WA 320lbs 1260 lbs 370 IN NIA WA WA 380 IW WA WA WA 7401bs WA WA NIA WA NIA 602lbs 685 He. 1120 IW 4 /4mimrs @ 3' Min. U.C. / C212k5 Angle Gips / (Fig. 3): 780Ibs 78010s 600 Ibs 1560 Ibs 6201bs 1260 !be 44014s 1740 lbs 18961bs 540 Ibs No im WA 7601tA 4601bs 740 Ibs 6401bs 11W IW 7481be 880 lbs 1892 Ibs 682lbs 885 lb. 1120 IW 3 Anchors @ 0.5V Min. O.C. / U-Clip, Into ,100' Alum. (Fig. 4):1 NIA WA WA WA WA WA WA N/A WA WA WA WA WA NIA NIA WA WA N/A WA WA WA WA 950 Ibs 1 Anchor/F -Gip (Fig. S): 1951bs 19510a 225 Ibs 445 lbs 1551bs 3151bs 1101W 435Ibs 822Ibs 135 lbs 140 Its 177IW 3701bs 11516s 1651bs 1601bs 290 Ws t871bs 3321bs 473 It 1701be 221 Ibs 280 [be 2 Amnats @ 1.15° Min. O.C.1 F-Clip (Fig. 6):l 2401bs 350 Ibs WA WA 160 Ibs 630 lbs 165 lbs WA WA WA 1901bs WA WA WA 3701bs WA WA NIA WA WA 3411bs 1 442 Ibs NO His PRODUCT REVISED as comp)yIng with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05126/2026 By - 3 Miami -Dade Product Control NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PAT-1 EKN ANU ANCHUR VALUts AS I HE b IANUARU ULIK FIGURE 1: FIGURE 2: TABLE NOTES: 1 250" r1.250"-^I 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 `1���Nd�vY L1:N;y4/ !, 3.250" 3.250"-�10ENg` ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �C : •' ..(� :� CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. BE USED No. 58-r05 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 (�f �/ BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE = / 2-2-0 : ' FIGURE 4: FIGURE 5: FIGURE 6: 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND S 7 E OF (/W� • .045" THICK (18 GAUGE)- STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL .100" .100" � <0 '-.!3CJRi0[' '.' N ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.26: S's�n"• • • - " X 3.25"X .100" 1.25" X 3.25" X .100' i El #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. MULLION FOR MULLION FOR //// r0fVAL 1 • FIELD -MULLED UNITS FACTORY -MULLED UNITS A. LAN MICA-,tR, P.E. FL P.E.# 58705 TABLE 10A Mullion Capacity Table [lbse) , .- Opening' O.MM r -. .- .. „ • • ®m®mmnm®®®®m®®®M®® ®®®o®®��®®�®® ®�=00000® MMM' ®®®I®M®®'®�®�� wmmw MWIMIEWMENNEM �MMEMM ®M ®MEOm NOMM TABLE10B Substrate: 2.7k Concrete 31, Concrete 3.5k Con, Hollow CMU Riled CMU PT Woad Metal Anchor CapacityAnchor Type: 3116" Elco Ultracon 114" Elco Wis.- 3116' OeWalt Ultracont 1/4' DeWall Ultl c hm 6/16- Elco Ultrawn 311E Elco Ullmcon 114" Elco Uirracon 311E DeWalt Ultmcom 114" UeWa17 Ulaocon+ 114' SS Elco AggreGstor 5/16" Elco U,msoon •1/4. 55 Elco AggleGator I210 Steel Screw (G5) 912 Steel Screw (G5) 412 Steel Screw (G5) (Ibs) Edge Distance (In) 1' 2-112' 1' 2-10 1' 2-712' i' 2-112° 31/8' 1' 2-112" 1° 2-tY1' 1' 2412' 1' 2-117 Y 3176' T 0.48' 0.54' 0.324' Embedment (n): 1-3/4° 13/4" 1-3/4' 1-3I4' 1-3/4° 1-3/4" 1-3/4- 13/4" 2' 1-114' 1-114° 1-114" 1-114' 1114° 1-1/4" 1-714" 1-1(4" 1-1/4' 1.114" 2" 13l8° 1.318' varies 2 Anchors @ 4.7E Milr. O.C. / Standard or 096et Clip (Fig. 1): 390 lbs 3901bs 450 Ibs 890 Its 310 lbs 630lbs 22D Ibs 070 Its 1644 Ibs 2701bs 2801 354 Ibs 740lea 2301M 370 lbs 320 IW 580lbs 3741bs 664 Ibs 946 lbs 341 Its; 4421bs 560 lbs 4 Anchors @ 1.15' Min. O.C.I Standard (or Offset) Clip (Fig. 2): 480 lbs 70010s WA NIA 320 lbs 1260 lbs 3701bs NIA WA WA 300 its WA WA NIA 7401bs WA WA NIA WA NIA 682Its 885 to. 1120 Its 4 Ara:hom @ 3' Min. O.C. I (2) 215 Angle Gips I (Fig. 3): 780 Ibs 78011s 680 Ibs 1550 Its 620 Ibs 1260 its; 440 Ibs 174o us 18961bs 540 Ibs 560 Ibs WA 760ID. 460 Ibs 740 Its 640 Ibs 1160 Ibs 7481oo 880 Its 16921bs 682lbs 885 Ibs 1120 IW 3Anchons @ 0.54° Min. O.C. I U-Clip, Into.100" Alom. (Fig. 4): N/A WA WA WA N/A WA WA NIA WA NIA WA WA WA WA WA WA WA WA WA WA WA WA 950 Ibs 1 AnclronlF-Gip (Fg. S): 7951F1s 19516s 2251bs- 4451os 155Ibs 3151bs 11U Ibs 4351bs 8221bs 13510s 14010.s 1'7716s 370IDs 1151bs 1851bs 1601bs 2901bs 1871bs 3321bs 4731bs "01bs 2271bs 280165 2 Anchors @ 1.1.7 Min. O,C./ F-Clip (Fig. % 2401bs 3501bs WA WA 16016s 6301bs 1851bs WA WA WA IW los WA WA N/A 370 lbs WA WA NIA WA NIA 3411bs 442 Its 560IW NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE2: 0 TABLE NOTES: 1.250"-- 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. 1.250"- • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ANGLE CLIP MUST 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 3.250" SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3.250" 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 —r FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 624 .624 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. 1.25" X 3.25" X .624" 1.25" X 3.25" X .624° #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. MULLION FOR MULLION FOR FIELD -MULLED UNITS FACTORY -MULLED UNITS PRODUCT REVISED as comp)ying with the Florida Building Code Now -No. 20-0406.03 Expiration Date 0512612026 By '" l Miami -Dade Product Control �(17111r17,, F;oCiE ...... ili. r No.58705 — '0 �p Iz 14 !'/S ONAL E11t A. LYt✓IG fiAh(.� P.E. FL P.E.# 58705 t i - - - - i ISM MIMI WMIZIMMIMIM WIM • •MMEIMM , M �M®®M®� Sl�strae: 27K Corcrele 3k CmUae 3.51, Co.. -- Hollow CMU Fined CMU PTWootl metal Anchor Capacity Archer Type: 3116"EIco Ullracon 1/4-Elco Ultmon 3116'DHNalt UOrsm. 1/4"DeWal Ullm'ot'� 5/1TElc0 Ullracon 3116"EIco Ultrxw 1/4'Elco ullmon 3/16'DeWalt m Ullmo. 114"UeWall UOrr-oo 1/4"SS EIco AggreGaa 6/16'Elco Ull2con 114'SS EIco A99MGatOr #10 Sled SCMW(G5) #12 Steel SClew(G5) #12S1eel Screw(G5) Obi) Etlge 015tan[e (In): 1' 2-112' 1° 2-1/2 1" 2-1/2' 1" 2.1/2' _ 3-1/8' 1" 2-117 1" 2-1/2' P 2-1/2' 1" 2-1/1" 2' 3-1/8' 2" OAS' 0.54' 0.324^ EmOedmerG (Inj 1.314• 1314' 1314" 1314° 13/4" 1-3/4- W14" 13/4' 2' 1-1/4^ 1-1/4' 1-1/4' 1-1/4' 1-114 1-1/4' 1.114" 1-114" 1-114" 1-1/4' 2" t3I8t' 13/0^ "ales _ 2 Arc Mrs @ 4.75' Mla O.C. / Sla7da0 a 016e1 Clip (Flg. tj 390 lbs 3901bs 450lb5 69010s 310lbs 6301os 22D lbs 870 lbs 1644 lbs 270 lbs 280 IM 354 [Us 74010s 23010s 3701Ds 3201s 580lbs 374ls 6541Ds 946 lb, 341 lbs 442 lbs 5601bs 4 Anchors@I IS - MIL O.C./ Standard (or Onset) Clip jig. 2j 48010s 7001bs NIA NIA 3201Ds 12501Ds 37010s WA N/A WA 3801m NIA WA N/A 740 lb. N/A N/A N/A NIA WA 652 lbs 885lbs 11211ts 4 Arc hols@3°Idol. O.C. 1(2) 2x5 Angle Clips I(lig. 3} 780 lbs 780IM 680105 1560 lbs 62010S 12601bs 4401bs 1740 lbs 18961Us 5401bs 5601bs NIA 7601b5 4601bs 74011)s 64010s 1160lbs 74B Its 860 lbs 1892105 6E21DS 8851Ds 1121lbs 4 Anchors @ 0.54^ Min. O.C. / ULllp. Inlo.100' Alum. (Flg. 4} NIA ILA N/A NIA N/A N/A WA IUA NIA WA NIA NIA WA N/A NIA N/A NIA NIA N/A WA WA N/A 1267 lb. 1 Ancna IFLDp(Flg. S) 195 lbs 1951bs 2251bs 4451bs 1 1551115 315lbs 110111 4351bs 822 lbs 1351bs 7d01ti 1771Us 3701DS 115 lbs 1851Ds 160Itb 280105 1871Ds 332 lbs 4731Ds 1701bs 2211bs 2801Os 2A.11— @ 1.15- Min D.C. FLllp (Flg. 6T 2401bs 3501D5 NIA NIA 1® Ibs 6301os 1851bs IUA N/A WA 1901bs WA WA N/A 3701D5 NIA NIA N!A NIA IUA 341 Its 4421D5 5F41Ds NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20.0406.03 Expiration Date 05726/2026 By Miami -Dade Product Control H 7.1 1.250" 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. 1111I I u11/r 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \ �� ' �(p... IV .N, / FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.94„ ��`• �1t,E ANGLECLIP SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •'•� BE USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. yr IVD. 58I05 IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND -_ -O GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL %� •Zj FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 624" %O� T i E OOF F (V; • 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND % �S ' •. F<GRID?,. •'�\? .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL i` • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL // f S'O/VNL FN l 1 • #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR 410 S.S. 1.25 624" A. LYNN MILLER, P.E. MULLION FL P.E.# 58705 TART F 112A Mullion Capacity Table (lbsitte) i Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70In 80 in 90 in 100 to 120 in 140 in 160 in 2 x 4 x 26 Rectangular Loading TrapfTdmg. Loading Reden9ular Loading Loadingding TmplT... 9.[�7 ngular TraplTil"11 Loading Rectangular Loadnfl Tr4pffdan8• Loading Rectangular Loading TrapRdang, Loading Rectangular Loading TraplTdang. Loading Rectangular Loading Trap/Tdeng. Loafing Rectangular Loading TmpRdang. Leading Rectangular Loading TrapRdang. Loading Alum.Tube Mullion&.B r r 6 3 S� z �3a3o ae r _� r i ao42 r g s• a. 55 a 0$ � 3 se 3 "L-��'� 3a �" gc V: rt 3 3a a2 3 g `�Lb^ 3 ee 3 € 3� i5 3 _� a ae 3 `a 3a iSf _ `_-� t in 170.0 520 170.0 435 170.0 744 170.0 478 868 170.0 506 170.0 992 170.0 519 170.0 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 48 In 170.0 705 170.0 524 170.0 650 170.0 584 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 22G 170.0 680 50.625 in 170.0 747 170.0 663 170.0 696 170.0 631 1046 170.0 684 170.0 1195 170.0 -123 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.D 2092 170.0 756 170.0 2391 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 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2550 170.0 861 601n 170.0 855 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 876 170.0 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 MU 170.0 1063 63 in 170.0 930 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1559 170.0 1122 170.0 2231 170.0 1159 1663 2553 170.0 1171 145.9 2557 170.0 1171 C 66 in 170.0 574 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1055 170.0 1753 170.0 1155 170.0 1945 170.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 1266 132.9 2437 170.0 1286 c 72 in 170.0 1063 170.0 370 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 17D.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 21 B4 170.0 1468 124.8 2104 17D.0 1529 109.2 2184 170.0 1530 J 76 in 170.0 1122 170.0 937 170,0 1346 170.0 1000 170,0 1570 170.0 1209 170.0 1794 170.0 1372 165.1 7960 170.0 1421 148.E 1960 170.0 1505 13.8 1960 161.E 1548 106.1 1960 154.0 1536 92.9 1960 152.7 1531 g 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1811 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.Er742 85.9 1861 137.6 1454 90 in 170.0 1326 170.0 1144 149.1 1398 156.0 1219 12.7.8 1393 136.0 1198 111.8 1398 121.3 1179 99.4 1398 110.2 1162 69.5 1398 101.6 1147 74.5 1398 89.8 1122 63.9 1398 82.7 55.9 1398 78.9 1096 96 in 147.4 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 Ill .2 1061 92. 1229 98.9 1044 81.9 1229 89.6 1029 73.7 1229 8L4 1015 61.4 1229 72.2 993 52.7 1229 65.9 46.1 1229 52.1 967 108 in 103.5 971 105.8 877 86.3 971 89.0 862 74.0 971 77.2 649 64.7 971 65.4 837 57.5 971 61.8 $25 51.8 971 56.5 815 43.1 971 49.0 790 37.0 971 44.0 32.4 971 40.0 771 Ill In 95.4 919 97.3 832 79.6 919 81.9 B79 68.1 919 70.9 806 59. 919 62.9 794 53.0 919 56.7 784 47.7 919 51,8 774 39.7 919 44.8 755 34.1 919 40.2 29.8 919 37.1 732 1201. 75.5 780 76.6 716 62.9 786 64.5 705 53.9 7W 55.6 695 47.2 786 49.4 686 41.9 7a6 44.4 677 37.7 765 40.6 668 31.5 78B 34.9 653 27.0 786 31.0 23.6 786 25A 631 144 in 43.7 548 44.2 504 36.4 546 37.0 498 31.2 546 31.9 491 27.3 546 28.2 455 24.3 546 25.3 479 21.8 546 22.9 474 111.2 546 19.5 464 15.d 546 17.2 13.7 546 15.5 448 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP a) X ( ANCHOR CAP.,..,,,,,, CAP._-) `MULLION ,„",,- =ANCHOR CAR,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE)OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY B - USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. SIIDSirdle: 27K Concrete 3k Comae 3.5K Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity ArcMrType. 3116"EI[o UBracm 1!4"Elco Ullrsm 3'16'OeW aft Uu=.. t/4.OeWa't Ultraconr 5116'Elco Ulimcon 3/16"Elco Ullracm 1/4'Elco Ulimm 3116'OeWalt Uliracmr 1/4"0eWa1 Ult-mr 1!4'SSEIco AggreGale, 5116"Elco Ultmton 114°6$Elco AggreGator U105IeH Screw (G5) 072 Steel Screw (35) U72 Steel Screw (G5) (Ibs) Edge Distance pn):]1bS 2-V 1' 2-7!?' 1• 2-1/2" _ 1" &1fl _ 3-1/6' 1" 2-7/T 7" 2-712' 1" 2-12' 7" 2-12" 2' 3-1/8° 2" 0.48' 0.54' 0.324• Embedmen (in) 1314° 1.314" 1314" 13f4" 13/4" 13f4" 2' 1-1/4° 1.1/4' 1-1/4' 1-114" 1-714" 1-114° 1-114" 1-1l4° _ 7-714' 1-114" 2" 13/a' 13/8' wdrs 2 Ancrom @ 4.75" Min. O,C. !Standard or Offset Clip (Flg. 162y 390105 890 IDs 3101D5 63D IDS 2201D5 070 lbs 16441DS 2701Ds 2B0 Ite 351 Ibs 7401Ds 2301te 370 IOs 320IDS 580105 374 [be 6641DS 6161be 341 IDS 442 lbs 5601bs4 Ancnm @ 2.68' Min O.C.I Standard (orO05et)Clip (Fig. 3):5 740 lbs 14851bs 6201es 1250lbs 430105 173D IDS 1424 IDs WA 5601D5 NIA 6951D5 4251DS 74D IDS 5751DS 11101ts WA 8801DS WA 6821D5 8651Ds 11201M 6Ancnm @ 1.71" MIN O.C. / Standard (orOffsel)CUp (Fig.4js 05tl IDS 19461DS 7051es 1890IDS 605 ms 25581DS NIA IUA 7051b5 N/A 7091D5 506 IDS 11101bs 619lbs 1470 Its N/A N/A WA 1022 ]Us 13271DS 16w Me 4 Amnors @ 3" Min. O.C. ! (2) Hey Angle Clips / (Fig. 5}s 780 ms 1560 IDs 6201D5 1260IDS 440 lbs 1740 Iles 189G ms 640 lb 5601b5 NIA 760 Me 46D IDS 740 Ibs 6401D5 11W IDs 748lbs 880 lbs 18921bs 682 IDs 8851D5 1120IM 6 Are Mrs@Y Min. O.C. 1(2) 2r5 Angle Clips/(Fig. 6): 5 117201W 2340 ms 9301US 18901M 660 IDS 26101les 2844 ms 81 bs 8401D5 r4/A 11401D5 6901D5 11101bs 9601D5 17401D5 11221tz 13201D5 2B38 Its 1U221Ds 13271D5 16801M 3 Anchors @ 1.34" Min. O.C. I U-Clip, inI0.125"Alum, (Fig. 7):WIA N/A NIA N/A WA WA N/A NIA N/A N/A N7A NIA WA NIA NIA NIA WA NIA WA N/A 0731 6 Anchors @ o64"MUI. O.C. / U-Cup, in10.125Alum. (Fig. ByWNIA NIA NIA NIA rUA IUA NIA NIA N/A NIA WA N!A WA N/A N/A N!A N/A WA WA N/A 21 I2AWnay @ 2.68' MIN O.C.! F-Cllp (Fig. 9):s 3751DS 743 IM 3101D5 630 IDS 2151D5 5651D5 7121DS WA 28D Its NIA 3481es 213 Ids 3701bs 28B ID4 5551les N!A add Ibs WA 341 IDS 4421D5 5H11Ds 3 Anchom @ 1.71" MIN O.CI FLllp (Fig. 10is 5291b5 9731bs 1 353 Iles 1 945 e5 1 304 105 1 1279 lbs I N/A WA 353 Im NIA 3991D5 1 2531DS 1 5551Ds 1 3091DS 730 IDS N/A NIA IUA 511 IM 651 IDS B-0O IDS NOTE: FOR THE OFFSET CLIP, USE THE SAME ANGHUK PA I I LKIN ANLI AINUMUK VALUto AD I nc a IAN VAKv c"ur. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE I: FIGURE2: FIGURE 3: FIGURE4: • TABLE NOTES: 2.000"• • • Im SHEET1FORINSTRUCTIONSON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR 1)GENERALSEE • • • INSTALLATIONMETHODS. FIGURE 5: FIGURE 6: • • • • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE. 4.000" 1NN .250" TIT TO SCALE. FOR EXACT DIMENSIONS, THE FIELD FOLLOWING DIMENSIONALRESTRICTIONS SHOWN ON SHEETS 13- FIGURES SHOW SUGGESTED, APPROXIMATE HOLE • • LOCATIONS. FIGURE 7: • FIGURE B: FIGURER FIGURE 10: ANGLE CLIP •�• (FIGURES • • • MUST BE USED IN PAIRS. W.• 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-E0. 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 .OaS"THICK (18 2" X a" X .25°MULLION 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. Ul IL w O 2 U z Q W z 91m PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/2612026 By F�•�'1 Mlami-Dade Product Control 11,:!111r r! �L Y-I;14172 ' No.58705 0t1% /''7`S��NAt A. LYNH M112 ER, P.E. FL P.E.# 58705 TABLE13A Mullion Capacity Table IbslftZ ANCHOR CAPACITY Opening Width (for vertically-5parrtng mullions) or Opening Height (for horizontally -spanning mullions) ADJUSTMENT FORMULA: 50Ill 60 in 70 in 80 in 90 in 100 it, 120 in 140 in 160 in ANCHOR CAP.,,,,,,,,,,, 2xex.z6 Rectangulal Loading a Tiap/Tid-g. Loading e Rectangular Loading a TripfTtang. Loading e Rectangular Loadin g TrapfTdang. Load rre Rectangular Loading e TreplTdeng. Loading Rectangular Loadin g TrapfTdang. Loading e Rectangular Loading 9 TrapRiiwig. Loading e Rectangular Leading e Trap/Tdang, Loading Rectangular Loadin e TrapfMang, Loading Rectangular Loading 9 _ Trep7Tdang. LoadingMULLION (OP <) X ( ) CAP.,,,,.,,", Alum. Tube Mullion a �• A "' a a & Serr p o a u v t'R-_=r'` g 8 r m as u o d`a r a S �c d47S y > o ��. a s, a� u 0 to �s r U '� �� a• Wo a� 0 ¢`rr a u S f� r a. �� 8 a d`¢ -- B 0 o c ��. -- a ci r' �¢ r c'i `iz �� r a� u v a`¢ a � u 5 ��. a u a`rc r � u _`„C 2S r u ¢uL a u �� r ci v a`1r r m o. u ,`o,� �' a d �� a °1 �� r o a r _ct_m �� a ¢`c` r �g r �rc r_ _c& �� •^ a`¢ a _aUSE _ �i E� @ ,c a¢ =ANCHORCAP._ THIS FORMULATO OBTAIN THE "ANCHOR CAPACITY REQUIRED"CORRESPONDING 421n 170.0 a20 170.0 43s170.0 744 1700170.0 BOB 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 -- -TO 170.0 1488 170.0f2125150.01 70.0 1735 170.0 521 170.0 1083 170.0 521 AN ACTUAL PRESSURE REQUIREMENT FOR THE 4am nD.o 7Da no.o sz4 170.o tl5o no.onD.D ssz no.o e30 no.D n33 no.D sB1 no.o 1275 na.o 677 no.o un 170.0 beg no.o flW nD.o170.0 19e3 no.a e89 no.a 2267 nD.D saD OPENING, WHEN IT IS LOWER 50.625 in 170.0 747 170.0 563 170.0 gee 170.0 631 170.0 1046 170.0 886 170.0 1785 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1783 170.070.0 2092 170.0 758 170.0 2391 170.0 756 THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE 541n 170.0 797 170.0 612 170.0 959 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 003 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.070.0 2231 170.0 861 170.0 2550 170.0 861 SELECTED MULLION. IT WILL 60 In 170.0 U85 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 1T71 170.0, 1033 170.0 2125 170.0170.0 2479 170.0 1063 170.0 2833 170.0 1063 YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE 63 in 170.0 939 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170e 1015 170.0 1673 170.0 1076 170.0 1659 170.0 1122 170.0 2231 170.0170.0 2603 170.0 1171 170.0 2975 170.0 1171 USED TO QUALIFY ADDITIONAL t 661n 170.0 974 170.0 789 170.0 1169 170.0 903 110.0 1364 170.0 1002 170.0 1558 170.0 1085 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0170.0 2727 170.0 1286 170.0 3117 170.0 1286 ANCHOR OPTIONS FROM THE c 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1468 170.0 1126 170.0 1700 170.0 1225 170.0 1913 170.0 1315 170.0 2125 170.0 13a7 170.0 2550 170.0170.9 2075 170.0 1529 170.0 3400 170.0 1530 ANCHOR CAPACITY TABLE. -� 761a 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 132Z 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0170.0 3140 170.0 1694 170.0 3589 170.0 1705 g 78 in 170.0 1151 170.0 887 170.0 1381 170.0 1116 170.0 1811 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2763 170.0170.0 3223 170.0 1777 170.0 3683 170.0 1788 BD in 170.0 1320 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 2658 170.0 1918 170.0 3168 170.0 156.0 3413 170.0 2273 136.5 3413 170.0 2361 96 in 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 233U 137.1 3199 166.6 2470 120.0 3199 156.1 242a 108 in 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2078 104.6 2701 170.0 2271 148.3 2751 161.9 2333 123.6 2711 140.4 2111 105.9 1,781 125.9 2234 92.7 2781 116.0 2190 111 in 170.0 1630 170.0 1454 170.0 1966 170.0 1700 170.0 2293 170.0 1932 170.0 2621 170.0 2149 151.8 2032 162.3 ?245 136.6 2632 148.4 2216 113.8 2632 128.4 2166 97.6 2632 115.1 2126 85.4 2086 120 in 170.0 1771 170.0 1566 170.0 2125 170.0 1859 154.4 52 159.9 1991 135.1 2252 141.4 1964 120.1 2252 127.2 t938108.1 2252 116.1 1915 90.1 2252 99.8 1872 7T.2 2252 88.9 1836 67.6 �2-632106.3 1608 144 in 125.1 1564 126.E 1445 104.7 1584 106.1 1425 89.4 1554 91.5 1407 76.2 1564 80.7 1390 09.5 1564 72.3 I373 62.6 1564 65.1 1358 52.1 1564 56.0 1330 44.7492 1305 1283 -131 C 4'40 Substrate: 2.7k Concrete 3k Concrete 3.5k Con.. P40M CMU Filled CMU PT Woad Metal Anchor Capacity Arwhor7ype: 3116" Eteo Ullracon 1/4' Eico Uitracon 3'18' DeWa1t Ultracon+ 1/4• DC Wall Ulbacun� 5/16• Elco Ultrocon T16' Elco Ultracon 1/4' Elco Ultracon 3/16' Ds Wall Ull2ceM 114" De Walt UOracon. 1/4' SS Elco AggreGelor 5116• Elco Uliracon 114" SS Etc e AggreGator #10 Steel Screw(G5) #12 Steel 5c1ew(G5) #12 Steel Screw (G5) (Ibs) Edge Distance (in): 1• 2-1/2' 1- 2-1/2• 1- 2-1/7 1' 2-1/2- 3.118• 1• 2-12' in 2-lr2' 1' 2-1/2' 1' 2-1/2' T 3.11W 2' 0.48' 0.5r 0.324' Erobedmerd 9n). 1-3/4" 1-3/4- 1-314' 1-314' 13/4' 1.3/4- 1314- 13W T 1-114' 1-1/4• 1-114" 1-1/4" 1-1/4' 4_ 1-1/4' 1-1/4' 2 Anchors @ 4.76' Min. O.C. / Standard or (Mel Clip (Fig. 1&2): 3901bs 390lb. 4501be 8901bs 3101bs 630lbs 22010.s 870 lbs 16441os 2701bc 2801bs 35416s 7401bs 230 to. _1-1 3701bs 3201bs 560 lbsJNWA 6641bs 9461bs 341 lbs 442 Its 5601bs 4 Anchors @ 4.6V Min. O.C. / Standard (or Offset) Clip (Fig. 3): 760lbs 780 Ibs 900 las 1780 Ibs 620lbs 1260 lbs 440Ibs 17401bs 3232lbs 5401bs 560 loss 708 lbs 1480 lbs 460 IM 740 Ibs 640 Its 1160 Ibs1272lbs 1692 lbe 6821bs 885 [us 1120 lb 8 Anchors @ 1.71• Min. O.C. I Standard (or Chat) Clip (Fig. 4): 1180 lbs 14001D5 1010 Ibs 2595 Ibs 940lbs 2520 lbs 5101bs 34101os WA WA 9401bs WA 1055 lb. 675 lbs 14801bs 8251bs 1970 lbsWA NIA 1363IN 1770 lbs 2240 It. 4 Anchors @ 3' Min. O.C. 1(2) 20 Angle Gips / (Fig. 5): 7901bs 7801bs 6801Ds 16601bs 620lbs 1260 lbs 440lbs 1740lbs 1896lbs 5401bs 560 Its WA 760lbs 460 Its 14016s 5401as 1160 lbs880 Its 18921bs 682lbs 885 lbs 1120 lbs 8 Anchors @ 3' Min. O.C. / (2) 2x5 Angle Gips / (Fig. 6): 1560 lbs 1560 Ws 1360 its 3120 lbs 1240 lbs 2520 lbs 860lbs 34801bs 3792lbs 108016s 1120 His N/A 1520 (W 920 lbs 14801bs 12801bs 2320 Ica17601W 3784 lbs 13631bs 17701bs 22401bs 12 Anchors @ 1.5' Min. U.C. 1 (2) WAngle Clips / (FIg. 7)' 1660 lbs 2100 Ibs 1440 Ibs 3780 lbs 1260 lbe 3780 lbs 12001bs 6100 lbs WA WA 132016s WA 1500 Ins 960 Its 2220 lbs 1140lbs 20tl01bsWA N/A 2045 lbs 26541bs 3360 lbs 4 Anchors @ 1.W Min. O.C. / U-Clip, intu .125' Alum. (FIg. 8): WA WA WA WA WA WA WA NJ N A NIA WA WA WA WA N/A WA WA WAWA NIA WA WA 1430 lb. 8 Anchors @ 0.64' Min. O.C. / U-Clip, Into .125• Alum (Fig. 9r NIA WA WA WA NIA WA WA WA WA WA WA WA WA WA N WA WAWA N/A WA WA 2861 Ibs 2 Anchors @ 4.W Min. O.C./ F-Glp (Fig. 10): 3901bs 3901bs 450 IDs 890 Ibs 3101bc 630 lbs 2201W 670 16161os 2701bs 2e01bs 3541bs 740lbs 2301as 370 Ibs 32U Ibs 56U IM 374 lb, 6361bs 9461bs 341 lbs 44210s 560 Ibs 4 Anchors @ 1.71" Min. U.C./ F-Gip (Fig. 11): 5901bs 7001bs 505lb. 1298 lbs 470 lbs 126011 A051Ds 170516s WA WA 47016s NIA 63316s 338 lbs 740 Ibs 4131bs 1 985 Ibs I WA WA NIA 602lbs 885 lbs 1120 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: .250" FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 1U: FIGURE 11: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 2.000"' 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 6.000" • • • • • • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • • • • CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED (FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • • • • • • • • 5 -7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" MUST BE THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO • • • • • • • • USED IN BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW PAIRS. THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. 2" X 6" X .25" MULLION Z s C Z rn � 10 LL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date OS/26/2026 By G- Miami-Dada Product Control No. 587D5 -D u y� l � � U� •. y rATE OF (v � 0NAL' A. LYI(IhlMIREE0. P.E. FL P.E.# 68705 Mullion Capacity Table Ibsitiz ANCHOR CAPACITY Opening Width (for vertically -spangling mt.0ions) or Opening Height (for Horizontally -spangling mullions) ADJUSTMENT FORMULA: Sol. 60 in 70 in 801n 90 in 100 in 120in 140 in 160 in (ANCHOR CAP.,,,,,,,„,.\ 1.26" x 2.11'. Rectangular Loading Trayiiiarg. Loading Rectangular Loading TrapTdang. Loading Rectanguar Loadi g TrapRnang. Loading Rectangular Loading Traip/Tria g. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading TrapRdatg. Loading Rectangular Loading Trap/Tnarg. tnadirg Rectangular Loading TradTdang. Loadingding TrapRdang. Laatlin9 OP ( ) X MULLION CAP.,, "„- x.126" Alum Tube Mull • ;^ � r o n �� >= Q>= �¢ n A �£�.��3 p •-, `¢ r 3 @ r-. A o =' �¢ x• a a s » �°t ,���•• ��€� - � -, a� d`¢ r s $ r _'. fag r z ��,P���it �B '°� rc r 3 E r s 10� �. d`a� € �' r A y a „'� ¢`a� 6 s $. r 5 ., a� ¢ r r _. �B �¢ r - f ,r6 _ a �¢ r # E� E �• ^ �.a >_ �¢` r €f _ _ E r a.2 �� r A a o� p• a>,o caa 0.3 Q d"¢ [ReL,ngular ^ .� op 3 c1aUSE r 9 =ANCHOR CAP.„„ THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED"CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 42 in 144.2 526 157.0 428 120.2 526 148.9 419 103.0 526 138.9 414 90.1 526 134.6 411 80.1 526 134.1 411 72.1 526 134.1 411 60A 526 134.1 411 51.5 526 134.1 411 526 134.1 411 45 in 96.6 403 108.0 333 80.5 403 94.7 325 69.0 403 86.4 320 60.4 403 81.4 317 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 78.6 314 OPENING, WHEN IT IS LOWER 50,625 In 82.3[213 91.0 301 68.6 362 79.3 294 68.8 362 71.9 269 51.5 362 67.2 286 45.7 284 41.2 362 63.6 283 34.3 362 63.5 263 29.4 362 63.5 2a3 25.7 362 63.5 283 THAN THE MULLION CAPACITY 54 in 67.8 74.1 267 56.5 316 64.2 261 40.5 318 573 256 42.4 318 53.5 253 37.7 250 33.9 318 49.5 249 28.3 318 49.1 248 24.2 318 49.1 248 21.2 310 49.1 248 (FROMTHETABLE) OFSELECTED MULLION. IT WILL a60 in 49.5 53.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 258 37.2 2U7 27.5 204 24.7 258 33.4 203 20.6 258 32.2 201 17.7 258 32.2 201 15.5 258 32.2 201YIELD A MINIMUM ANCHOR 631n 42.7 45.6 2D0 35.5 234 39.1 195 30.5 234 34.7 192 26.7 234 31.6 199 23.7 t36264.6 166 21.4 234 20.0 184 17.8 234 26.6 183 15.3 234 26.5 183 13.4 234 25.5 183 CAPACITY WHICH MAY BE 'A 65 in 37.2 39.4 183 31.0 213 33.7 179 25.5 213 29.B 176 23.2 213 27.0 173 20.6 170 10.6 213 23.7 169 15.5 2t3 22.2 167 13.9 213 22.0 166 11.6 213 Z2.D 166ANCHOR USED TO QUALIFY ADDITIONAL OPTIONS FROM THE 72 in 28.6 3U.1 155 23.9 179 25.6 152 20A 179 22.5 149 17.9 179 20.3 147 15.9 145 ANCHOR CAPACITY TABLE. 76 in 24.3 25.4 140 20.3 161 21.6 111 17.4 161 19.0 t35 15.2 161 17.0 133 78in 22.5 23.5 133 18.8 152 19.9 131 18.1 152 17.5 128 1 OLC nY aubslate: 2.71, Concrete 31, Concrete 3.5k Conc. Hollovr CMU Fit ad CMU PT Wood I Metal Anchor Capacity Anchor Type: 3116" Elco Ult2can 1/4' Elco Ultraccu 3116" DeWall Ull.con• 1/4' DeWall Ultmcon* 6/19' Elco Ulhacon 311V Elco Ultra- 1/4' Elco Ullwa n 3116" DeWall Ultiacon. 1/4' DeWalt Ultrac- 114" SS Elco AOgreGalor 5/16" Elco Ulbacon 114" 55 Elco AggleGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12S1eeI Screw (G5) (Ibfi) Edge Distance (in): 1" 2-V2' 1" 2-12" 1' 2-112' t" 2.1/2' 3-7/8" 1" 2-12" 1' 2-1l2' 1' 2.12' 1' 1 2-1/2" 2' 31/B" 2' 1 0.48' 0.54' 0.324' Einbedlnenl(in): 1-3/4' 1.314" 1-314" 1-314' 13/4' 1-3/4' 1-314" 1-&4" 2" 1-1/4' 1-1/4" 1-114" 1-114' 1-114" 1-1/4' 7-714' 1-t/4" 1-i/4' 1-114' L" 1-3/B" 1.318" vanes 4 Anchors ®T Min. O.C. / (2) 0 Angle Cnps / (Fig. ly 78D Ibs 7801bs 600 Ibs 1560lbs 620 Ibs 1260lbs _ 44010E 174U Ibs 18061bs 5401ba 56010s WA 760 Iba 460 ftj 740 Ibs 64014s 1 11601bs 14U W 880 Ite 1892 Ibs 6B21bs 6851bs 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 1: 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, -1 F 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 A35. 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. W (L O U z Q W Z PRODUCT REVISED o comp)ye with the Florida auiltling Code ..No. 20-0406.03 Expiration Date 0512612026 By Miami -Dade Product Control . till ll tllf/ ...........ib/ 6� •: ` dr No. 58705 Y. G 2 G, A. LYNk#iLL9R%k P.E. FL P.E.# 58705 TABLE 15A Mullion Capacity Table (IbsNt2) ANCHOR CAPACITY Opening Width (for vertically -spanning mldlions) or Opening Height (for hDrimrdaliy-spannirg mUlions) ADJUSTMENT FORMULA: 50 In 6D in 701n 801n 90 in 100 in 120 in 1401n 160 in / ANCHOR CAP.,,,,,,,,,w` 3.26" 30 Rectan tar gu Loading Tra Tdang. Loading e Rectangular s Loading Tra dan oa g. Loading Rectangular in Loading Tra ITden . e 9 Loading Reclan ular B Loafing PIT g Loadingding Tm dan .[17..D n tar Tm dan . oa g Loafing Rectan ular 9 Loading Tra Rdan . P e Loading Rectan tar in Loading Tre Tdan o B Loafing Rectan War 9 Loafing Tra dan . PR s Loading Rectan ter in Loading Tra dan . sMULLION Loading Lcadng (OP-) X ` J CAP.,,_,- DEG. AL BAYMULLa z. r r s53� �• r a r r a � r r t� r ,� ud � r ci ^ y'a a a e �. a`rc r u 21 r ¢`¢ u 9 a¢ ci 8 f� u & a`¢ ci _ � ti $ 2. ¢ 1i 3 f� ci ; ¢ u _ -il �� ci ¢`¢ u f� ci $ are ci § �� ci z aauc u 2�r �A ? &u .2¢ 05 E@. o a u P �� ci o a¢ USETHIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED"CORRESPONDING 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 563 170.0 606 170.0 992 170.0 519 1116 170.0 521 170.0 1240 1700 521 170.0 1488 170.0 521 17D.0 1735 170.0 521 149.1 1740 170.0 521 TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 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 OPENING, WHEN IT IS LOWER 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1045 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 THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 561 103.1 1353 170.0 861 90.2 1353 170.0 861 SELECTED MULLION. IT WILL 60 in 170.0 805 170.0 701 170.0 1063 170.0 797 167.0 1218 170.0 876 146.1 1218 170.0 944 129.9 1218 159.8 936 116.9 1216 152.1 924 97.4 1218 146.1 913 83.5 1218 146.1 913 73.1 1218 146.1 913 YIELD A MINIMUM ANCHOR 63 in 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 141.9 893 105.1 1150 134.2 885 87.6 1150 126.7 871 75.1 1150 /26.2 670 65.7 1150 126.2 870 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL 6 66 in 170.0 974 170.0 769 152.4 1048 165.8 881 130.6 1048 146.6 864 114.3 1046 133.1 850 101.6 1048 123.4 839 91.4 104E 116.6 530 76.2 1048 109.4 821 65.3 1048 108.2 818 57.1 1048 108.2 818 ANCHOR OPTIONS FROM THE C ro 72 In 140.8 SOD 147.9 764 117.4 880 126.0 748 100.6 660 110.8 734 88.0 Boo 100.0 722 70.2 880 92.0 712 70.4 800 06.2 703 58.7 880 79.2 693 50.3 860 76.5 688 44.0 880 76.4 688 ANCHOR CAPACITY TABLE. J 76 in 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 79D 62.1 619 37.4 79U 61.5 617 2 78 in 110.8 750 115.5 657 92.3 750 98.1 644 78.1 750 85.9 632 69.2 750 77.1 621 61.5 750 750 65.7 605 46.2 750 59.4 594 39.6 750 56.2 588 34.6 750 55.5 586 90 in 72.1 563 74.4 500 60.1 563 62.9 491 51.6 563 54.8 483 45.1 563 48.9 475 40.1 563 36.1 563 40.9 452 30.0 563 36.2 452 25A 563 33.3 445 22.5 563 31.8 442961n 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 29.7 495 332 409 24.8 495 29.1 400 21.2 495 26.6 394 18.6 495 25.0 390 108 in 41.7 391 42.6 353 34.8 391 35.9 348 29.8 391 31.1 342 25.1 391 27.6 337 23.2 391 161255.4 20.9 391 22.8 328 17.4 391 19.7 321 14.9 391 17.8 315 370 392 335 32.0 370 33.0 330 27.5 370 26.6 325 24.0 370 25.3 320 21.4 370 19.2 370 20.9 312 16.0 370 18.1 305 4131...", 4 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 19.0 317 19.9 276 16.9 317 6 220 17.0 203 Substrate: 2.79 Concrete A Cotwrcle 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Auter Type' 3116' Elco Ullrecon 1/4' Else Ullracon 3116" DeWalt Ultracon+ 114" Cowell UlUacon+ 5116' Elco Ullracon 3/16 Elco UII2con 1/4' El- Ulbacon 3/16' DeWall Ullracam 114" [Jewell Ullracon+ 1/4' SS Elco A ggreGatar 5/16' Elco UlVacon 1/4' SS E]CO AggrcGator 010 Sleel Screw (G5) 012 Steel Screw (G5) 01281.1 Screw (G5) (Ibs) Edge Distance (n): 1" 2-1/2'E70 1" 2-7l2" 1" 2-12'g 1" 1" 2-1/2" 1" 2-1l2' 1- 2-112' 2' 3118' Z' 0.4tl' 0,54' 0.324"Embedment (n): 1-3l4" 1-3/4" 1-T4" 1-14" 1.3/4' 1-3'4-1-1/4' a 1-1/4' 1-1/4' 1-114" 1-1/4' 1-1l4' 1-1l4' 1-1/4' 1-1/4' T 1-3/8' i-3/e' rades 2Anchors ® 5" Min. U.C./ (2) 2R5 Angle Clips / (Fig. ly 3901bs 3901bs 310 ibs 630 lbs 220Ibs 8701bs 2701bs 3541bs 7401bs 23016s 3701bs 3201bs 5B0Ibs 3741Ds 7201bs 9961bs 391 Ibs 4421bs 6601bs 4 Anchors g 3.5" Min. O,C. 1 (2) &SAngle Clips! (Fig. 2): 7801bs 7B0Ibs 5 6201bs 12601bs 440lbs 174010s 5401ba 5601bs WA 112014s 4601bs 740 ibs Ii4016s 11601bs 7481Ds 8601bs 189210s 6821bs 88516s 11201bs 6 Anchors Q 2.71' Min. O.C. 1(2) 216 Angle Clips/(Fig. 3): 71201bs 71201bs 930Its 18901bs 648Ile 25981bs 22541bs WA 8401bs N/A 1U591bs 6961bs 111010s 6781D5 16781bs NIA 13201bs WA 10221bs 13271bs 1680 lbs FIGURE 1: FIGURE 2: FIGURE 3: 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. 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. 30° BAY MULLION 13�25/0" PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05726/2026 By (ice Miami -Dade Product Control t=111111111;1 LYNPJ No. 58705 AO § AT - Z G 417� ' S101VAL E\ A. LYtft M1l1I1LP,'P.E. FL P.E.# 58705 TABLE 16A Mullion Capacity Table IbsHt2) ANCHOR CAPACITY Opening Width (for vertically -spangling mullions) or Opening Height (for horizontaiVspanrtirg mullions) ADJUSTMENT FORMULA: 50 irl 60 in 70 [it 80 in 90 in 100 in 120 in Win 160 in _ ANCHOR CAP.,,,_,_,\ 3.26" 46 Rectangular Loading Tiap7Tdang, Loading Rectangular Loading Trep/Tdeng. Loading Rectangular Loading Trap/Tdang• Loading Rectangular Loading Tlap/Tdang. Luading Rectangular Leading 0 TraplTdang. Loading 9 Rectan9Wnr Loading TrapRdang. Leading 0 Rectangular .Loading TreplTden9. Loading 9 Rectangular Loading TraplTdang. Loading Rectangular Lu.. roil Trap/Tdane. Loading (DP,,) / MULLION CAP.,,,,,,,,,,, DEG. AL BAY MULL r o u r a� u r o u r^ Ra u a a u _� r ae_ ti v r o_ _� r o1 u z• a _� Err �• °.� ci v r J ¢ .� a u =g �.� a as Q a ¢a .,G o u_ _� �.o r o u o �a z• a 3 �G r as u v �rc r 38 _� �o r gA Z �� r a u _� �� r a7S u 9 a`rc r 3 _� �. �. 3 �¢ r 3 _g XF r o U, a ¢`¢ r a 0 _B �A r a u y .2rc r a u _� g� ,�• a.G u �� r a r:1 _ c� r "IS ci 9 d`a r a u _9 �o r o u �k r a 0 _� �� g• a is v d`¢ r o u _ �_• a RA $ o $� =ANCHOR CAP.„,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 We 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 TO UI ACTUAL PRESSURE REQUIREMENT FOR THE 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 170.0 877 170.0 1417 170.0 680 163.7 1637 170.0 660 140.3 1637 170.0 680 122.8 1637 170.0 680 OPENING, WHEN IT IS LOWER 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 170.0 756 120.1 1552 170.0 756 110.4 1552 170.0 756 THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 110.0 803 170.0 1434 170.0 837 155.2 1455 170.0 850 129.3 1455 170.0 861 110.0 1455 170.0 $61 97.0 1455 170.0 881 SELECTED MULLION. IT WILL 60 in 170.0 655 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 996 125.7 1309 163.6 994 104.E 1309 157.1 982 69.8 1309 157.1 982 78.6 1309 157.1 982 YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE 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 1362 935 81.4 1247 135.7 935 71.3 1247 135.7 935 USED TO QUALIFY ADDITIONAL £ 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 148.4 119D 163.7 965 129.9 1190 147.9 U45 115.4 1190 138.5 928 103.9 1190 128.4 914 86.6 1190 119.5 896 74.2 1190 118.1 893 64.9 1190 118.1 893 ANCHOR OPTIONS FROM THE c 0 721n 161.6 1010 169.8 877 134.7 1010 144.6 859 115.4 1010 127.2 842 101.0 1010 114.7 828 69.8 1010 105.8 817 00.6 1010 88.9 807 67.3 10", 90.8 795 57,7 1010 87.8 790 50.5 10f0 87.7 789 ANCHOR CAPACITY TABLE. J 76 in 137.4 906 143.6 792 114.5 908 122.0 775 98.1 900 107.1 761 85.9 9D6 96.2 749 76.3 906 88.2 738 68.7 905 52.3 729 67.3 906 74.7 716 49.1 906 71.2 710 42.9 Nil 70.6 708 g 78 in 127.1 881 132.5 754 105.9 861 112.5 738 9D.B 8e1 98.8 725r79.4 861 88.5 713 70.6 861 61.0 703 63.fi 881 75.4 69M1 53,0 881 68.1 881 45.4 B61 64.5 675 39.7 B61 63.7 672 90 in 82.7 646 85.4 574 68.9 646 72.1 564 59.1 646 62.9 554 646 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 96 in 68.2 568 70.1 508 55.8 568 59.1 499 48.7 568 51.4 491 568 45.8 483 37.9 568 41.4 476 34.1 568 38.1 470 28.4 568 33.4 459 24.3 558 30.5 452 21.3 568 28.7 447 108 in 47.9 449 45.9 405 39.9 449 41.2 399 34.2 449 35.7 393 449 31.7 351 26.6 449 28.6 362 23.9 449 26.1 377 20.0 449 22.7 3fiB 17.1 449 20.4 361 15.0 449 18.9 356 III in 44.1 425 45.0 385 38.8 425 37.9 379 31.5 425 32.5 373 425 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 1201n 34.9 364 35.5 331 29.1 364 29.8 326 24.9 354 258 321 364 22.8 317 19.4 364 20.5 313 17.5 364 18.7 309 144 in 20.2 263 20.4 233 16.6 253 1 17.1 230 Substrate: 2.7K Concrete ak Concrete 3.bk Cone, Hollow CMU F01ed CMU PT Wood Metal Anchor Capacity Anchor Type: 3116 Elco Ullr, 114' Elco U11mcon 3116' DeWalt Ultmcam 114' DeWalt Ullydcon. 5116" Elea Ulnacon 3116' Elco Uluacon 1/4' EN. Ullracon 3116' De Wall Ulbacon. 114" DeWalt Ultracom 1/4' SS Elco A99n:Gator 5/16' Elco Uluacon 1/4" SS Elco AggrcGalor #10 Steel Screw (Gb) NVSteel Screw (G5) 412 Steel Screw (G5) (lbs) Edge Distance (in): 1' I 2-1/T 1" 2-1/2" 1' 2-1/2' 1' 2-1YC 3-1/8' 1' 2-1/2' 1' I' 1' 1` 2-t12" 2 3-1I8° 2' 0.48' 0.54" 0.324' EmbetlmeN 0n): 1-3/4' 1-3/4- 1-314• 13r4' I-W 1-314" 1-3/4' 1.3/4` T 1-1/4' 1-iW 1-114' 1-1/4' 1-1/4` 1-i14' 1-1/4' 1-114" 11/4' 1-1/4' T 1-318' 1-3/6' rafts 2 Anchors@ 5' Mbi O.C. 1(2) 2.5 Angle Clips/(Fig. 1): 390Ibs 3101:W 450 lbs 890lbs 310 lbs 6301bs 22U Ibs 870lbs 1700 Its 270Ito 2801bs 3541bs 7401bs 2301bs 3701bs 320 IM 5801Ds 374 Ibs 720lbs 946 lbs 341 lbs 442lbs 5601bs 4 Anchors @ 3,5' Min. O.C. 1 (2) 2e5 Angle Clips / (Fig. 2Y 7801bs 7B0IDS 790 lbs 16701Ds 620 lbs 1260lbs 44U 1W 1740 Its 25251bs 540lbs 560 IM NIA 11201bs 4fi0lbs 7401Ds 640 Ibs 1160 lbs 748 Ibs 880lbs 1692 lbs 682 lbs 8851bs 1120 IM 6 Anchors @ 2.71- Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 1120 Ibs 11201bs 956 Ibs 22461bs 930 lbs 1890 lbs 846 IW 2598 lbs 2254 lbs WA 840 lbs WA 10591W 646 lbs 1110 lbs 879 lbs 1675 lbs WA 1320 lbs WA 10221bs 1327Ite 168D IDs FIGURE 1: FIGURE 2: FIGURE 3: • • • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 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 (15 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. 0 O Q Z Ld a lY C 2 Z Q LL LL Z le to IN la�la- PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 Miami -Dade Product Control •. 11111 u1/r, y; ` �\, `Na.5b'705 Y O.,'. 11EOF �S .. OR A. LYR. P.E. FL P.E.# 58705 j-�j--.125" II STANDARD CLIP 6063-TGALUM. 2.000" X-SECTION I 125" 5.500" -3.125' CUTHERETO .375" -1 CREATE F-CLIP, SEE .375" MIN. MIN. _ DETAIL F, SHEET I I I I 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" 1FMIN. MIN. --------IIIIIII1- -II---�-iI B C- CLIP OFFSETj- .125" I 6063-T6 ALUM. TOPVIEW -�--{ (^.125" I 2.125" U-CLIP I 6063-T6 ALUM. L X-SECTION 125" J -1 .740" F-- _ _ 3-38'"MIN. A I U-CLIP 6053-T6 ALUM. TOPVIEW ZNTEROF ANCHOR LE MUST LIE THIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". TABLE B 1" X 2.75" X .650" MULLION 1" X 3.125" X .5" MULLION 6063-T6 ALUM. 6063-T6 ALUM. X-SECTION X-SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. 2.000" SECTION N 125" 173 1.25" X 3.188" X .265" MULLION 6063-T6 ALUM. X-SECTION 5.000"- 375" MIN. �--------------------- 2X5ANGLE CLIP 6063-T6 ALUM. TOPVIEW 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". Mull Dimension (she et#) PGT Part # Mullion Std. Clip Onset Clip U-Clip Angle Clip 1" X2" X. 125" (5) 66605 666113M W61118M 666243M 666511M 1" X2" X.375" (6) 666006 666114M 6661119M 666244M 666512M 1" X2,75" X.375" (7) 66607 666115M 6661120M 666245M 666513M 1" X2.75" X.650" (8) 66608 666116M 6661121M 666246M 666514M 1" X3.125" X.500" (9) 66637M 6661116M 6661114M 666242M 656515M 1.26' X3.188" X.265" (12) 1 66541 1 6661117M I 6661113M 666241M 666516M 1.26" X2.11" X.126" 08) 1 69370 1 N/A I N/A I WA 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, 2) SEE SHEETS 5-9, 12 d 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 8. ANCHOR O.C. DISTANCE, 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. TABLE A Dimension Value (in) For Mullion: A 1.626 1" X2" X.126' Aluminum Tube Mullion B 2.654 C .654 D 0.740 A 1.125 1" X2" X.375" Aluminum Tube Mullion B 2AN C 0.635 D 0.490 A 1.875 1" X2.76 X .375 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 A 1.312 1" X2.75" X .650" Aluminum Tube Mullion B 3.000 C 0.476 D 0.836 A 2.000 1" X 3.125" X .500' Alum Tube Mull B 2.637 C 0.863 D 1.137 A 2.525 1.25" X 3.188" X.265" Alum Tube Mull B 3.262 C 0.662 D 1.762 A 1.813 1.20" X2.11" X .121" Alum Tube Mull PRODUCT REVISED as coca ftIng with the Florida Building Code NOA-No. 20-0406.03 t. Expiration Date 05/26/2026 By Miami -Dade Product Control "%1 lIl fill, _� . ',1cE-NSF �,:��`•' f IJo. 58705 - -10 . �% S. 4{4 TATE UF' J ' i`/"0' AJAL IEN `\ A. LYNN MILLER, P.E. FL P.E.# 58705 1.000" 1.000- f- 4.000" 4,000" RF 126' .125- .125 '' 375" 1"X4"X.125"� 11.X 4"A.375" MULLION MULLION 6063-T6 ALUM. 6053-T6 ALUM. X-SECTION X-SECTION 1.25" X 3.25" X .10D" 1.25" X 3.25" X .624" MULLION MULLION 6005-T5 ALUM. 6005-T5 ALUM. X-SECTION X-SECTION 2.661"- 30" BAY MULLION 6063-T6 ALUM. X-SECTION "-T .228"�-.981".-i 3.250"45" 6 606 X .125 STANDARD CLIP 2.000" 6063-T6 ALUM. X-SECTION I 740" rt I 2.125" V-CLIP I 6083-T6 ALUM. X-SECTION 125"J 1"X4"X.375' 5.500" "r"-MULLION CUT HERETO 6063-T6 ALUM. 375"- 3.125"-{ CREATE F-CUP. SEE .375" X-SECTION _ MIN. I I DETAIL F, SHEET -1� IIIIIIIII1ILI II11IIIIIIII IIIIIIIIIIL_ 2.876" }rIII -- F 3. L D0" -----__ _-__- -- - 4' STANDARJDIIIIIIIIIII CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW --1 .820" 1-- WITHIN THE DASHED BOUNDARY. SEE 1.25" X 3.94" X.624" SHEETS 10-17 FOR THE ANCHOR O.C. MULLION DISTANCE. MAXIMUM ANCHOR HOLE 6005-T5ALUM. DIAMETER: ANCHOR DIAMETER +1116". X-SECTION --t-- � .226"� �- 981" 4 [15 ANGLE CLIP 2.000" L 53-T6 ALUM. X-SECTION .125" CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 1D-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". .375" CENTER OF ANCHOR HOLE I MUST LIE WITHIN THE DASHED BOUNDARY. SEE F SHEETS 10-17 __FORTHE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". U-CLIP 6063-T6 ALUM. TOPVIEW TABLE C .375"__I I -.375' MIN. I I I I I I I I I I I I I I I I I I I I 2.250" I I I I I I I I I I I I H I I I I I I I I I G OFFSET CLIP .125" I 606346 ALUM. TOPVIEW NOTES: 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. Dimension Value (In) For Mullion: F 3.687 1" X4" X G 1.000 .125" Aluminum H 2.680 1 1000 Tube Mullion F 3.187 1" X4" X G 0.757 .375" Aluminum H 2.430 I 1 3.000 Tube & "7" F 2.250 1.25" X3.25" G 0.750 X.10D" Aluminum H 1.500 1 3.250 Tube Mullion TABLE D r-------- ----'I I I I I I 1 I I I I I I 1 I I I I I I I I I I 1 TABLE C, CONT. Dimension_ Value (in) For Mullion: F G 1.935 0.500 1.25'. X 3.25 X.624" Aluminum Tube Mullion H 1 1.438 3.250 F G 2.625 1.125 1.25" X 3.94" X.624" Aluminum Tube Mulilon H 1 1.500 3.250 F 2.813 30" Ba Mull F 2.876 45" Be Mull W m o .375" F ZO ccoo MIN. rn MIN. 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEVV Mull Dimension (sheet#) PGTPart# Mullion I Sid. Clip Offset Clip U-Clip Angle Clip 1"X4"X.125"(10) 69364 8661 11M 6681122M 666241M 666518M 1"A4"X.375"(11) 66610 666112M 6681123M 666242M 666519M 1"X4" X.375" 7' (11) 66653 666112M 6661123M 666242M 666519M 1.25" X3.25" X.10D'(13) 20160120312 6661127M 6601124M W62410M 66651l5M 1.25" X3.25" X.624" (14) 20161120315 6661128M 6661125M 6562411M 6665116M 1.25" X3.94" X.624"(15) 20102 6661117M 6661126M 666241M 8 66517M 30 Degree (19) 66649 MA IVI NIA 6665110M 45 Degree (20) 66650 MA MA I NIA I 6665111M W W T FT- PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2025 By ` _7 Miami -Dade Product Control . 1�111 I1111 /i1 4 NO. 58705 0�,. S7 7E F 4 1rI A. LYNN N N13, P.E. FL P.E.# 58705 TAR] F F Mull Dimension (sheet#) PGT Part# Mullion I Std. Clip U-Clip Angle Clip 2" X 4" X .25" (16) 66602 666261 M 666271 M 6665112M 2" X6" X.25" (17) 66004 1 666262M 666272M 6665113M --II•--.125" STANDARD CLIP 2.000" 6063-T6 ALUM. X-SECTION NOTES: I 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. [--2.000"-- i 4.000" 2" X 4" X .25" MULLION 6063-TG ALUM. X-SECTION 2"X 6"X .25" MULLION 6063-T6 ALUM. X-SECTION 5.500 GUT HERETO 3.500" CREATE F-CLIP, .375" _ SEE DETAIL F. .375" MIN. c SHEET4 MIN. r-------- ------- - --------� I I I I I I I I I I I I I -� - - - - - - - ---i- 3.438" I I I I I I I I I I I I L- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6D63-T6 ALUM. -WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". 5.500" CUT HERETO CREATE F-CLIP, 375 MIN. I` I SEE DETAIL F, (-MIN' MIN. 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 1 I I I I I I I I I I I I 5.4; 4.688" I `- STANDARD CLIP 6063-T6 ALUM. TOP VIEW .125" -I I+ 125" U-CLIP 2X5 ANGLE CLIP 2125"U411-1 6063-T6ALUM. 6063-T6 ALUM. X-SECTION 2.000" X-SECTION .125" -.126' i--1 5.000" 375" 375" -`I� MIN. --------------------- -- -- I I I I I I I I I I I + 3.438" I - _ - ^ - _ _I T I 3.438" I I .375' -- -- L---------------------- J MIN. U-CLIP, 6063-T6 ALUM. 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". 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 t 1116". I .375" I I I I 1 I I I I I I I I 1 I I I I I I I I 5.438" - -------- g" 5.438" I I I I I I I I I I 1 I I I I I I -1 U-CLIP 2" ANGLE CLIP 6063-T6 ALUM. 6063-T6 ALUM. USED FOR 2" X 6" MULLION, SHEET 17 TOPVIEW TOPVIEW cVJrc_ W PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 375" Expiration Date 05/26/2026-- MIN. By Miami -Dade Product Control 1lllli: illlll _ No.58705 _ Ir .2 S44\ STATE OF OF C. ' NAL /O E � A. LYNN MILLER, P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION 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 +60.01.60.0 PSF. n NO ANCHORS IN HEAD 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 THE WINDOW FRAME DEPTH OF 2-114' AND WILL MEET OR EXCEED THE REQUIRED ° QR --- RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST o DESIGN PRESSURE OF +6D.01-60.0 PSF. IF THE TABLE DOES NOT SNOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. o F SEE SEE 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 +1-58.3 PSF AND WOULD FENEs7RAiloN DerAILs, NOT BE SUITABLE FOR THIS APPLICATION. PRODUCTS APPROVAL SHEETS 2-3 FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .650" MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF+I-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE o 72' OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. � N MULLION LENGTH 4 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 CLIPS WITH #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. U) z n N W LJ o SEEL.. SHEETS ANGLE (4) 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE W _ 2-3 APPLY TO THE OVERALL INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUED WAS +1-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, RED W O W NO ANCHORS 72" IN WINDOW SILL II 32° THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: D I- m LU -I MULL WIDTH (60 PSF) X ( 636 LBS \ = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 48) z' —OPENING WIDTH 72.7 PSF 1 R1 o m = EXAMPLE 2: MULTIPLE MULLIONS SEE DETAILS, MVLL WIDTH--Ir— SHEET52J 32" SEE SEE FENESTRATION DETAILS, PRODUCT'S SHEETS APPROVAL"24 �— I I VERTICAL: L MULLION "—SEE SEE LENGTH DETAILS, DETAIL E, 8 SHEETS 24 SHEET3 OPENING HEIGHT FOR HORIZ. z MULLION 72 SEE DETAILS, SHEETS / 2J �36", HORIZ. ____� �_, HORIZ MULLLENGTH M36"ULL LENGTH II --OPENING WIDTH FOR VERTICAL MULL — 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+50.01-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+V=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 2-318" 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. FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 89) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF 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. BECAUSE 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 ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35-1/2"+35-1/2"+2"=73"). 2) USE TABLE 126 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE B" 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 STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =108". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING 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. 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" 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 (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 ANCHOR CAPACITY OF 521 LBS. 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 CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE 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 +/-54.7 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. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 0512612026 By % l Miami -Dade Product Control . illilll111/�. C1 ��'•' r �ICENgF'•. �.: No.58705 TY k ��''•;S�ONAL EN�•�• A. LAW MILL61R, P.E. FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: �-*� — I — pr d ILA�%ail %Illli% i -I LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: �� iiiiiiid! �� iiii�►►iiiiil� oo n HINGED DOOR /III �Itl �19 i I U o� a N O z 0 LL c; cr w 00 ~ m u 0 U. LOADING OF VERTICAL MULLION 'nC o � rcZ )ING OF HORIZONTAL MULLION W ¢ LU C I— Q Q Q LU i. U W a0 NC PW to (D w B o W Z t p Q Y Y U. 2 EL J Z O y(Df� u SHIDH v� . mO D- sC ma ti o ¢ 4 PRODUCT REVISED as complying with the Florida Dullding Code NDA-No. 20-0406.03 Expiration Date 05/26/2031 , , I LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION I P HINGED I DOOR PW PW I NOTES: gy Miami -Dade Product Control I 1) DRAWINGS ARE - RERESENTATIONS OF TYPICAL I PW CONFIGURATIONS.PW ' CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM I � � THOSE SHOWN. I ��Iiill illl�I n I 2) IF THE LOADING TYPE CANNOT .,CN0..•••. n/V4/�'% BE DETERMINED, USE PW L10EN,, j RECTANGULAR LOADING. _Q': •. PW PW No. 58705 3) SEE PRODUCTS' APPROVAL FOR I ACTUAL ANCHOR LOCATIONS. - LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION �✓ VJ '�',// ,�(� , O'. PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I STATE F (V� — NAL IN] LOADING OF VERTICAL LOADING OF HORIZONTAL A. LYNMILER, P.E. MULLION MULLION FL P.E.# 58705