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HomeMy WebLinkAboutNOA Aluminum Tube MullionMIA�MI'QADE' MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, FL 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION �L/0 S �J(6) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy .CGI Windows and Doors, Inc. HEVREVVE® FOR 3780 W 104 Street CODE COMPLIANCE Hialeah, FL 33172 ST. LUCIE COUNTYSCOPE: . This NOA is being issued under the applicable rules and regulatM�y use of construction materials. -The documentation submitted has been reviewed and accepi i-DadeCounty 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 "CGI Heavy Duty" Clipped Extruded Alu m Tub _ DrTulhon1 —L.M.I. APPROVAL DOCUMENT: 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., 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#.17-0630.11 and consists ofthis 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. FILE COP NOA No. 20-0406.08 MfAMi MADE COVNiY Expiration Date: May 26,.2026 - 08/20/2020 Approval Date: August 26, 2020 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMTTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC; TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6). Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram -of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition and with FBC 6th Edition (2017), prepared by manufacturer, dated 01/29/15, 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 conformance to FBC 5th Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, RE 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Private Labeling Agreement document in conformance to Product Control guidelines dated 02/15/16 signed by Mario Ferrucci III. G. OTHERS 1. None. • Sifang Zhao, P.E. Product Control Examiner NOA.No. 20-0406.08 Expiration Date: May 26, 2026 Approval Date: August 20, 2020 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUB_ MTTED . A. DRAWINGS 1. Drawing No. 7300JR,'titled "Heavy Duty Clipped 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 Calculations and Structural analysis complying with FBC 6` Edition (2017) and with FBC 711 Edition ' (2020) and, prepared by manufacturer, dated 04/01 /2020, signed and sealed byAnthony Lynn Miller, RE 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 611 Edition (2017) and FBC 711 Edition (2020) and, dated March 30, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 30, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. This NOA revises and renews NOA #17-0630.11, expiring on 05/2.6/2021. Wang Zhao, P.E. Product Control Examiner NOA No. 20-0406.08 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 V/IDTH FORVERTICAL MULL MULLIONS / —� SEEDETAI- SHEETS 2.4 i SEE DETAILS / A THRIG; / IY SHEETS 2-4 _--/ IT/ I VERT. MULL LENGTH L 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. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. / 1; 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I 1 SEE D- LSI ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER A THRU.G; ONLY TWO ADJACENT UNITS ATA TIME WHEN USINGTHEDESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN r / SHEETS 2-4 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. \ I� IICFNIN(: / SEE DETAILS A-0,G,H; SHEETS 2-4 HORIZONTAL — MULL LENGTH HEIGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). FOR HORIZONTAL SEE DETAIL E. MULL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST -SHEET 3 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. . FENESTRATION 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON, DEWALT/ELCO AGGRE-GATOR, DEWALT ULTRACON+ NOA'S. PRODUCTS MAY —BE OF ANY TYPE 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MUST BE CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGTI MANUFACTURED FENESTRATION PRODUCTS. BY CGL 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 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA INSTRUCTIONS: GENERALNOTES .............. _......... _ 1 INSTRUCTIONS.............. _............. _ 1 ELEVATIONS ................................... 1 MULL TO 2X WOOD.-.............._._., p MULL TO 1X & MASONRY..._......... 2 INSTALLATION NOTES ................... 2 MULL TO MASONRY ................. _.... 3 MULL TO STEEL STUD ................... 3 MULLTO MULL ...................... _....... 3 ALTERNATATE CLIPS.....................4 BAY MULL INSTALLATION..............4 1 X 2 X.125 MULL SPECS...............6 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........ B 1 X 4 X.125 MULL SPECS ............... 10 1 X 4 X.375 TUBE MULL SPECS_.. 11 1 X 4 X .375 •P. MULL SPECS........ 11 1.25 X 3.188 X .265 MULL SPECS...12 125 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 1.2B X 2.11 X.125 MULL SPECS.... 18 30• X 325 BAY MULLSPECS_....... 19 45• X 325 BAY MULL SPECS......._ 20 MULLION & CLIP DIMENSIONS...... 21-23 EXAMPLES 1 & 2...................... _._..24 LOADING EXAMPLES ...... _...... _..... 25 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/Fr) FOR THE OPENING USING THE ASCE-7 STANDARD. HORI2 MULL LENGTH 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. '� LENGTH I- OPENING%MDT" �— —1 , r I 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR" OR'TRIANGULAR/TRAPEZOIDAU. OPENING i' 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FP) FROM TABLES 1ATHROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING HEIGHT THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MU WON IS SPANNING VERTICALLY OR HORIZONTALLY). THE OPENING MULL ,Y HORIIZ VERT. MULLION CAPACITY (LBS/FP) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFfi) FOR THE OPENING OBTAINED IN HEIGHT LENGTH P MULL /d MULL STEP 1). . LENGTH L L 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. OPENING WIDTH 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL OPENING WIDTH ANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR . FOR VERTICAL MULL CAPACITY IS MET. '1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE 7) IF THE MULLION CAPACITY (LBS/FT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFP) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS CODES / STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE •2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION •2017 FLORIDA BUILDING CODE (FBC), STH EDITION 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FP) FOR THE FENESTRATION PRODUCTTO BE USED AND COMPARE WITH THE FINAL MULLION •ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION CAPACITY (LBS)FT') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALLAPPLY FOR THE ENTIRE MULLED FENESTRATION -ALUMINUM DESIGN. MANUAL, ADM-2015 PRODUCT ASSEMBLY. -AISI SIOO-16 •AISC 360-16 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FORA PERMIT. PRODUCT REVISED as comp)yIng with the Florida Building Code NOA-No. 20-0406.08 Expiration Date 05/26/2026 By Miami -Dade Product Control �\�o ceNSNM�I No. 58705 6 : 4jj �O §fiAT OF (V` 0.- L A. LVI(1N MI111121 , P.E. FL P.E.# 58705 DETAI L A: MULLION T0.2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) . EITHER THE STANDARD OR OFFSET MULL CUP MAYBE INSTALLED BY THIS METHOD. MULLION ` SEE SHEETS 21-23 FOR HOLE e LOCATIONS O �50• MAX FOR EDGE ° DISTANCE FOR NR70 SCREWS a EXTERIOR THE OFFSET CLIP l!— RECOMMENDEDFOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) a a ° a ° EXTERIOR :a EDGE DISTANCE FOR MASONRY ANCHORS e 3 MUWON c58^ E���`—� BUCKSTRIP TYP.ANCHOR$~ AND PER SUBSTRATE, ®� ATTACHMENT SEE SEE TABLES I8.13B O BY OTHERS. N _ SEE NOTE 1, SHEETI. a •� :'' �'•- I MIN 2.7 KSI. • '� b I I I CONCRETE DRCMU EDGE1�'i�� 1 DISTANCE, F—=FSEESEETABLES J - I EDGE DISTANCE 111•13B I. a FOR MASONRY W Q O I I' ANCHORS C SIDE VIEW O - a EITHER THE � F STANDARD OR Z (� • .r G� Z m JOFFSETMULL CUP MAY BE li . ' a INSTALLED BY H E 4.... THIS METHOD. _1 Q Z _ <.. 4 ZQ p - - TYP. ANCHOR -ANCHOR TYP. ANCHOR PER SUBSTRATE, PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 1B-16B SEE TABLES 1B-130 SEE TABLES 16-1e0 EDGEND DISTANCE SEETABLE S BUCKSTRIP AND 16.138 ATTACHMENT BUCKSME T '' -:>r', BY OTHERS, AND EMBEDMENT'• _ 'ATTACHMENT I ' •..r'•: SEE NOTE I, BY OTHERS, SHEET I.. SEE NOTE I, SHEET I. ,. :: �.. •�•...� MIN 23 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW FRONT VIEW MATERIAL PROPERTIES__ INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON, DEWALT ULTRACON+OR DEWALT/ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. Material Min. Fr Min. F. Steel Screw 92 ksi 120 ksi ' 18-8 Screw 60 ksl 95 ksi " 410 Screw 90 ksi 110 ksl DeWaltlElco Aggre-GatorO 57 ksl 96 ksi Elco UltraCon® 155 ksi 177 ksi 3/16." DeWalt UltraCon+0 117 ksi 164 ksi U 1/4" DeWaltraCon+® 148 ksl 164 ksi 6063•T6lt Aluminum 16 ksi 22 ksi A36 Steel 35 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksl W J TD d IX a Q PRODUCT REVISED as comp)yIng with the Florida Bulldfng Code NOA-No. 20-0406.08 Expiration Date ,0�^5�,�/2612026 By t>"_ Miami -Dada Product Control . �7 N" 69'( LY1U/l/�'�i��i . No. 58705 SOT. TA EOF ��NAL WENG A. LYNN MILLER, P.E. FL P.E.# 58705 NOTCHED TO PROVIDE CLEARANCE FOR MULL EITHER THE STANDARD OR I I a ° .. ° I I' d .la I I Id. 1 OFFSET MULL a CLIP MAY BE INSTALLED BY THIS METHOD. d I 1 a. d a I I I 1 c EXTERIOR ' da ° 4 a CE ° EDGE DISTAN, FOR MASONRY . " ANCHORS .. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18.138 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) 1 f SEE TABLES IB-13B A I I q I EDGE DISTANCE I FOR MASONRY I ANCHORS I. d .I" e n� 'oG I i ° 1 a de d BY OTHERS, SEE NOTE 1, SHEET 1. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-13B AND L.;EE HMEM___HERS,OTE 1,ET I. EDGE • .. _ _�•�� DISTAL SEE Ti MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B-13B FRONT VIEW SIDE VIEW ) INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR 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. THE OFFSET CUP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. FRONT VIEW EXTERIOR DETAIL E: MULLION TO MULLION MIN. a e INTERSECTION NOTES: (U-CLIP) ' 1)MAY BEINSTALLED IN"TEE "OR"CROSS" sq�ps A�k mays INTERSECTIONS. '- E@$} VARIES ®� 2) MAY BE INSTALLED HORIZONTALLY " ' (SHOWN) OR VERTICALLY. C4 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 T TOP VIEW FOR CORRESPONDING MULLION. Z N MULLION 0 VARIES +-1 I J •--I 912 STEEL SCREWS, OR PRE-DRILLcG MULLION AND USE $MS � ``SELF-DRILUNG fff\ Da CO CD MULLION H fn M Z O Z ? g LINTERSECTION U-CUP � < EXTERIOR Q U Z Z Z Q O_ Z SEE SHEETS 21.23 FOR LOCATIONS 9 HOLE rn J a FRONT VIEW EDGE DISTANCE LU JQ SEE TABLES I 18.13E V .Z Q a 2 2 SIDE VIEW s� $ DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) TYP. ANCHOR a PERSUBSTRATE, �SEETABLES 1B-13B SEE SHEETS 21.23 FOR HOLE LOCATIONS ` MULLION FOR STEEL STUDS THINNER THAN 1S GA AND COMPLIANT WITH THE FL BUILDING CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOQ-BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. PRODUCT REVISED " as complying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date,05/26/2026 By !� 7 Miami -Dade Product Control 1111 a rr EDGE ANY LYA DISTANCE •••W ��` SEETABLES •'•'•' �� �� 1B-138 .a�.••�ICENSF'•. �( * ; No. 58705 SIDE VIEW = _ 10 "/r,S'ONAL A. LqAIMILU� , P.E. FL P.E.# 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A-D. \ SHEETS 2 AND 3 FOR INSTALLATION x TO SPECIFIC SUBSTRATES. SIDE VIEW SHOVMI WITH I"X4•X.125• MULLION STANDARD MULLION CUP j MODIFIED TO FITFIELD CONDITIONS. �/ MULLION INTO WOOD, STEEL, STANDARD CUP TOBE ALUM. CMU OR MASONRY MODIFIED IN -FIELD. EXTERIOR O ® 1 EDGE DISTANCE PERANCHOR NOTES FOR INSTALLATION OPTIONS R 1) DETAIL IS NOTAPPLICABLE FOR THE BAY OR 1.26"X2.11"X .125"MUWON. 2) SEE TABLES-IB-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. d mQ c a C 1h DETAIL G: DETAIL H: m o jc 55 x ANGLE MULLION CLIP BAY MULLION INSTALLATION ¢ `ad £�W (ANGLE CLIP) (ANGLE CLIP) 0 O O 0 TOP VIEW TYP. ANCHOR PER SUBSTRATE. SEE TABLES 113-1413 C) EXTERIOR 2'XS"X.125• ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL _30• OR 45• ®� BAY MULL N O O Z W O O O _ TOP VIEW CO �D F 9 w I TYP. ANCHOR I I I PER SUBSTRATE, I I SEE TABLES 1513 OR 16B I 1 1 I EXTERIOR' m 11 I I q I I I p 2'XS'ANGLE CLIP, I I I 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL � I INTO WOOD, STEEL, ALUM OR MASONRY slwCE EDGED' &OPL '® PEAS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20.0406.08 Expiration Date 05/26/2026 By rT. Mleml-Dade Product Control INTO WO00, STEEL, ALUM, CMU OR MASONRY EDGE DISTANCE PER �— —.-a. ANCHOR 111111 OG NOTES FOR INSTALLATION OPTION G & H: ��1�`( LYNNtii ��� �i 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. \� �'��• �IGENSF'• �. q-; • • .(00 2) DETAIL G: SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE No. 58705 _ LOCATIONS. - .G 3) DETAIL H: SEE TABLES 15B OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. - �O ••. S qT OF T ()NAL A. LffJIWNfILR, P.E. FL P.E.# 68705 TABLE 1A Mullion Capacity Table Ibsff? ANCHOR CAPACITY Opening.Width(for veNcalVsparrarg mullions) or Opening Height (forhorizontal"parningmtilGons) ADJUSTMENT FORMULA: , 501. 601n 70 in So In 901n 1001n "120 in 1401. 1601n ANCHOR CAP.,,e,,- (DP_) X ( ) Rectangular Trepfrdang. 'Loading Rectangular Trep/niang. Rectangular Treplidang. Rectangular Trep/Tdeng. Rectangular TrepRdang. Rectangular TrepRdeng. Rectangular 7rep?dang. Rectanguar TrapRdang. Rectangular TlapRdang• MULLION CAP.,,a,,,,, 1 x2x.12S Loading Lowing Loading Loading Loading Loading Lowing Loafing Loading Leading Loading Loading Loading I.- g Leading Loading Loading Alum. Tube Mullion r 's . ' Al k' P A p Z ... •p .-. t.7 F Z• a a 3 r = ° •.-. .F a • N z• ;�• t• z D i• =ANCHOR CAP.... B. &� g 8 �' ga a Ra s Rd a'� R > a. R 3 # 8 R G Rk 8.� Re 3a R 8 a do " a a '� 2. o R �.k $ R Ra R R3 9 USE THIS FORMULA TO OBTAIN s `� L. �5' t. `�i §fig up s Le Le THE "ANCHOR CAPACITY d` c o a` rc .i ��°i:' a a a: i`�-�. '� o a �. ¢ �. d` ¢ REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENTFORTHE 421n 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107.8 321 69.9 408 104.4 319 621 408 104.0 319 55.9 408 104.0 319 46.6 408 104.0 - 319 39.9 408 104.0 319 35.0 408 104.0 319 481n -14.9 312 83.8 258 624 312 73.4 252 53.5 - 312 67.0 248 46.8 312 63.2 246 41.6 312 61.3 244 375 312 61.0 244 312 312 61.0 244 26.8 312 61.0 244 23.4 312 61.0 244 OPENING, WHEN IT IS LOWER 60.625 in 63.9 281 70.6 234 53.2 281 61.5. 228 45.6 281 55.7 224 39.9 281 521 222 35.5 281 50.1 220 31.9 281 49.3 219 26.6 281 49.3 219 22B 281 49.3.. 219 20.0 281 49.3 219 THAN THE MULLION CAPACITY .0 64 In526 247 57.5 207 43.9 247 49.8 202 37.8 247 44.8 199 32.9 247 41.5 198 29.2 247 39.4 196 26.3 247 38.4 193 21.9 24T 38.1 193 18.8 247 38.1 193 16.4 247 78.1 193 (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL e 60). 38.4 200 41.2 170 32.6 200 35.4 166 27A 200 31.5 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 156 YIELD A MINIMUM ANCHOR 83 N .33.1 181 35.3 155 27.6 181 30.3 152. 23.7 181 26.9 149 20.7 181 24.5 146 18.4 181 22.8 144 16.6 181 21.7 143 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL i 66 in 28.8 165 30.6 142 24.0 165 26.1 139 20.6 165 23.t t36 18.0 165 21.0 134 ANCHOR OPTIONS FROM THE 72 in 222 139 23.3 120 1a5 139 19.9 118 15.9 139 w.5 116 ANCHOR CAPACITY TABLE. 761n F18.9 125 79.7 109 15.7 125 16.6 107 - 78 N 1 17.5 IN 182 104 -1-API G •I P " Substrate: 12A Curxrete - 3k Concrete 3.5k Co.. RaH- CMU Reed CMU Fr Wood Metal Anchor Capacity Arotror Type. 311E Elco Uitracen 1/4' Elco Ultracon 311E DeWalt Utrecom 1/4' DeWalt Utracon+ 511E Elco Ullrecon 3M Elco UUacon 114' Efco Utrbcon 311E DeWalt Uorecon+ 114' DeWalt Ultrucont 1/4' SS Etoo AggreGator 511E Elco Ulhecon 114' SS Elco AggreGator #10 Steol Screw(G5) #12 Steel Scum(G5) 012 Steel Screw(W) ([be) Edge Distarce gnp V 2.112- i' 2.1/2- i' 2-1/r 1' 2-1fr 3-1/8' 1' 2d1T 1' 2-1/2' 11• 2.11Y 1' 2-1/r r 3.1/6' ' T 0.4E 0.W 0.324' Embetlment I. 1-3t4' 1�14' 13/4` 1314' 1.314' 1a/4' 1-314' 1�14' '7 1.1/4' 1-114' 1-1/4' 1-1l4' 1-1/4' 1-1/4' 1-1l4' 1-114' 1-1/4' 1-1/4' r 131E 1a10' v4dea 2 Anchors@4.7S Min. O.C. I Standard or Offset Clip (Fig. 1% 3901bs 390 lbs 4501bs 890IN 3101bs 630 Me 220lbs 870 ft 1644 lbs 270lbs 280Ibs 3541bs 740 lbs 230lbs 370 lbs 3201bs 5801bs 374 IW 6641bS Me .341W 4421bs 560lbs 4 Anchors @ 1.15' Min. O.G ! Standard (or Offset) Clip (Fig. 2L 480lbs 700 U. WA WA 320lbs 1260lbs 370lbs WA WA WA 38011. WA WA WA 7401bs WA WA WA WA WA 682lbs 085IW 1120 its 4 Anchors @ 3' Min. O.C.1(2) 2c5 Angle Clips / (Fig. 3): 780lbs 7801ds 680 lbs 1560 lbs 620 ibs 1260lbs 440lbs 1740 lbs 1896lbs 5401bs 560 lbs WA 760lbs 460 lbs 740 lbs 640 lbs 1160lbs 748 lbs 880 It 1g92lbs - 682lbs 085lbs 11201hs 2 Arohore @ 0.45 Min O.C. / UC0A Wo.1W Alum (F'ig. 4Y WA WA WA WA WA WA NIA WA WA WA WA - WA WA WA WA N/A WA WA WA TWA WA WA 715lbs 1Arotnr/F-COp (Fig. 6F1 1951os 195Ibs 22516s 4451bs 1551hs 3151bs 110Ibs g351bs - -lbs 1351bs 140 lbs 117lbs 370 Th. 1151be 1851bs 160lbs 290 lbs 1871bs 332Ibs 4731bs 1701hs 221 Ihs 28016s 2 Anctrors @ i.1S Min. O.CJ F-ap (Fig. 6k 2401os 35FII. WA WA i601bs 6301bs 18516s WA WA - WA 1901hs WA WA WA 3701bs WA WA WA WA WA 341 toe 4421bs 560 P. NVtC: run incur -CI GLlr, VOM 1nC A/iMC HIVVr1Vrt rA1 I CRIVANUANV - VAU AJ InCJIAIY M floc. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURE5: FIGURE6: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. ,2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE: 3) MULLION AND MULLION CUPS 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. HOLLOWAND 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 LFAST.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, 1"S.S. OR 410 S.S. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date05�1�2.,6/2026 By 1 Mlaml-Dade Product Control 'i Pad,.•' �1GENSF •. �(�� No. 58705 02 L)Pt �� I O� •,• BATE F ; • •\��\ ENG•�• A. LYWUILL �2, P.E. FL P•E.# 58705 TABLE 2A Mullion Capacity Table (lbst@7) ANCHOR CAPACITY _ Opening Width ((orverdcagy-spanning minions) or Opening Height (for horizontally -spanning mWlions) ADJUSTMENT FORMULA: ' 1 x 2 x.375 50 in 60In 701n 80 in 901n 100 in 120 in 1401n 1601n ANCHOR CAP.,,o,,,,o,` (DP"®) X / MULLION CAP.,o,,,,,, Rectangular Loading Tmp'Tdang. Loading Rectangular Loading Trap rd' g. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/frlang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Tmp/Tdang. Loading Rectangular Loading Trap?riarg. Loading Rectangular Loading Tmp'Tdaig. Loadln9 Rectangular Loading TmpfTdang. Loading Alum.Tube Mullion g Z' g r a ,. r 3g g• k 2^ a ..v,. a a r r_ 9 Z• $ 5 a 3 r & x t 5 f ci � a f3 5ff �c �_ 3 Is� xx a 1 5 � ci § • gay' r fib a' $ r € £ r g a � S r € y`• ,�•_ 5 y a g 8 3` .a_ $ag t � a a r a ,-• t & �* € � _ a t a g g 3� r_ s � =ANCHOR CAP_ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TOAN ACTUAL PRESSURE 421n 170.0 820 170.0 435 151.3 662 170.0 478 129.7 662 170.0 506 113.5 6M 169.5 518 100.9 '662 169.9 617 90.8 682 168.9 517 75.7 6m 168.9 517 64.9 662 168.9 517 56.7 6m 16d9 S17 481n 121.6 507 •136.0 419 101.4 507 119.2 416 86.9 507 106.7 403 760 507 1026 399 67.6 507 99.6 397 60.6 507 99.0 396 5a7 507 99.0 396 43.4. 507 99.0 396 38.0 507 99.0 396 REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER 50.6%in 103.7 456 114.6 379 8d4 458 99.9 371 74.1 466 90.S 364 64.8 456 84.6 360 57.6 456 81.3 357 51.8 456 80.0 358 43.2 456 80.0 356 37.0 456 800 356 324 456 80.0 356 THAN THE MULLION CAPACITY 54 In 05.4 400 93.3 336 71.2 406 80.9 328 81.0 400 72.7 322 534 400 67.3 .318 47.5 400 64.0 315 42.7 400 623 314 35.6 4D0 61.8 313r19.2 400 61.8 313[14.6 400 61.8 313 (FROM THE TABLE) OF THE ' 60 In 62-3 324 68.9 276 51.9 324 57.5 270 44.5 324 51.2 264 38.9 324 46.9 260 34.6 324 43.9 257 31.1 324 420 255 260 324 40.5 253 324 40.5 253 324 40.5 253 SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR C 63In 53.8 294 57.4 252 44.8 294 49.2 n246 364 294 43.6 241 33.6 294 39.8 237 29.9 294 37.1 234 26.9 294 35.2 232 22.4 294 33,5 230 294 33.4 '230 294 33.4 230 • CAPACITY WHICH MAY BE J66In 46.8 268 49,6 230 39.0 265 42-4 225 33.4 268 37.5 221 29.2 258 34.1 218 26.0 268 31.6 216 23.4 %8 '29.8 212 19.5 260 28.0 210 %8 27.7 209 268 27.7 209 USED TO QUALIFY ADDITIONAL•ANCHOR 721n 36.0 225 37.9 19s 30.0 32.2 191 25.7 225 28.4 188 225' 225 25.6 185 .20.0 225. 23.5 182 18.0 225 221 180 15.0 225 20.3 177 225 19.6 176 2% 19.6 176 OPTIONS FROM THE ANCHOR CAPACITY TABLE. 76in 30.6 202 320 177 255 202 272 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 1.0 15.3 2D2 18.4 163 128202 16.7 160 202 15.9 158 202 168 158 78 1n 2a.3 192 29.6 168 23.6 192 25.1 165 20.2 192 22.0 162 17.7 192 19.7 159 15.7 192 18.1 157 14.2 192 16.8 155 11.8 192 15.2 152 192 14.4 150 1e2 14,2 150 901n 1a5 144 19.0 1% 15.4 144 16.1 1% 961n 15.2 127 15.6 113 TAR[ F 9R Sunstrale: - ZA Cmcrele 31t Concrete 3.5K Cmc. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity P b A9Cnor Type: 311G'Elco Ultocon 114"Elco Ueracm 3FIE DeWall Ultiacm. 114. DVNalt Ullr4[arw 5/16'Elco U9racm 3116'Eico unracon 1/4'Etco Ulbamn 3M61DeWell Ullracm* 1/4'DRb UOracieGator SSExo 5116'Elco Ullracm 114'SSEIco A99tcGa1 or #10Sled Scmv GS ( ) 0125teel Scnnr Ca5 ( ) 012 Sled Sctex G6 ( ) Qbs) 20ge Dlstarce(in). 1". 2-I V 2-1/2' 1- 2-1r2' 1" 2-112, 3-VB' - T 2-112 1- 2-12 1' 2-V2 T 2' 3.119' 2 a40' 0.54- 0.324' Embeonmt (In): 1314" 13/4• 13/4" 13r4' 13/4' 1314' 1314, 1-314' T 1-114' 1-114' 1.1/4" 1.114' 1-1/4' - 1-114' 1-114• 1414" 1-1r4' 2' 13/a' 1-318" wales 2Anch=®4.75' kiln. O.C.! Standard! orO�d Cop(Fig. 1): 390 Ins 39D lbs 450 lbs 8901rs 310 lbs 630 lbs 220 Its 8701t6 1644lb5 2701ts 260 ms 354Its 74D 105 230 Its 370 lbs 320Its 74lbs 664 Its. 9461bs 341 In 442 lbs 56D ms 4Anchors®1.15-Min O.C. 1 Standard (a' Orsd) Cop(Fig. 2): 480 Its 70D lbs NIA WA 320In 12601bs 370 Its NIA - NIA N/A 380 Ins IRA WA NIA 7401bs NIA;_NIA N/A NIA 682IM 8851bs 1120lbs� 4 Anctos@3•Min. O.C./(2) 2x5 Angle dlps l(Rg. 3), 780 Is 780 lbs 6801bs 15lg lbs 6201bs 12601Ds 440 Its 17401ts 78961bs 5401ts 560 lbs NIA 76D lbs 460lbs 7401bs 6401bs 48 lbs 680 Its 18921ts 6821bs 885Ibs 112011s 2 Anchas L1c 0.4.7 Min O.C./ U-Olp. into.l25"Alan. I WA WA WA WA N/A WA - N/A - N/A N. tJ/A tLA N/A WA NIA WA NIA N/A N/A N!A WA N/A 115 lbs . 1 AnenorlFLep (FIg 5): t95gc 1951DS 2251Ds 445 IDs 1551bs 315 ms 7701bs 4351bs •M2Its 1351bs 1401bs 177Its 3701bs 1151M 1851bs 160Its 7811bs 3321Ds 473 Ibs 1701bs 221Ibs 2801cs 2 ArcDors (] 1.15' Min O.C/ F.cap (Fig. 6): 2401bt 350Ibs NIA WA 160Ibs 630105 7851bs NIA NIA NIA 100 lb5 N/A WA N/A 3701bs N/A N/A NIA N/A 341 Ili 4421bs 560105 NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE T • I•� 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. --j 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. 2.000" 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 AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED' .375" 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 6083-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .D45" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1"X 2" X .375- MULLION LEAST.I2S' 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 complying with the Florida Building Code NOA-No. 20-0406.08 Expiratlon Date 05/26/2026 Miami -Dade Product Control 111t11rr/ It LYN \ ��;.• LICENSE -•, 1�� xe, i No.58705 •� 'STAT OF lV�: s / A"MU MILLER, P.E. FL P.E.# 68705 TABLE 3A - Capacity Table (lbs/fe) - ANCHOR CAPACITY - Opening ilyffill (for verti [ty-spa-)nUllons) or Opening Height (for horizontally -spanning mullions) - ADJUSTMENT FORMULA: 1 x 2.75 x 50In 601n 701n - , gin - 90 in 1001n 1201n 140 in 160 In - / ANCHOR CAP.,o,,,�N (D�co) X MULLION CAP.,,,,,•,a Rectangular Loading Tmp/Tdeng• Loading ftectangWar Loading TmpRdang• Loading Rectangular Loading TraplTHang• Loading ReclanBWar Loading' TmpRAeng• Loading Rad.ntular Loading Treprrdang. Loafing Rectangular Loading TmpTTriang. Loading Rectangular Loading TraprMang. Loaning Rectangular Loading Trap/Tdang. Loading Raclengular Loading Trep/Tdeng. Leading Tube Mullion o �_� �$ •s K 3 y .. S �G 2 �d K � €� £ �. �g X � 5� f v ,.,. 5S �` •� rc a B< E c 8i t• d`• ¢ a R €g �o W S 1� d` rc "• S 59 3k 1, _- c .. $� � d` a: IL E� 9 c 2'`s gi ¢ 5 5 & ...- KS 9 X 7i rc >i 5g $' �. �• �i a; ¢ fig i �. a .. K" �•� " arc A fib@ E •'a .-. K� L� 4 c a= rc c _� � � f o 2' y d 5� M - f o x €` . ¢` ¢ �' � :2 E o x a'a 's �i do a: c �� 9 � �• ,€' p 5 = g <� v arc =ANCHOR CAP. - USE THIS FORMULATO OBTAIN _ THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 421n 170.0 620' 170.0 435 170.0 744 170.0 478 176.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240. 170.0 521 148.7 1301 170.0 521 127.5 1301 170.0 521 111.5 1301 170.0 621 481. 170.0 708 170.0 524 170.0 850 170.0 SM 170.0 992 170.0 930 170.0 1133 170.0 681 151,8 1139 170.0 677 138.6 1139 170.0 630 113.9 1139 170.0 - 680 97.6 1139 170.0 680 85.4 1139 -170.0 680 OPENING, WHEN IT IS LOWER , 50.625 In 170.0 747 170.0 W3 W0.0 896 170.0 631 167.6 1032 170.0 684 146.8 1032 170.0 723 130.6 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 755 83.9 1032 170.0 756 73.4 1032 170.0 756 THAN THE MULLION CAPACITY 54 In 170.0 707 170.0 612 161.3 007 170.0 691 1382 907 164.7 730 120.9 907 1525 720 107.5 907 145.0 714 98.8 907 141.1 710 80.6 907 140.0 709 69.1 907 140.0 709 60.5 907 140.0 709 (FROM THE TABLE) . I THE SELECTED MULLION. IT WILL 141.1 735 161.5 625 117.6 735 130.3 fill 100.8 735 116.0 599 599 78.4 735 99.5 583 70.6 735 95.1 578 58.8 735 91.8 574 60A 735 91.8 574 44.1 735 91.8 574 YIELD A MINIMUM ANCHOR 631n 1.9 668 130.0 570 101.6 666 111.5 557 87.0 668 98.9 76.2 668 �6.2 538 87.7 666 B3.9 531 60.9 666 79.8 526 50.8 668 75.8 521 43.5 666 75.6 521 38.1 666 75.6 521 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL 108.0 807 1124 522 Bea 607 96.1 s11 75.7 807 65.0 5 493 58.8 607 71.5 486 53.0 907 87.8 481 M2 607 83,4 die 37.9 fi0T 827 !74 33.1 807 82.7 474 ANCHOR OPTIONS FROM THE c J 72(n 81.8 510 85.8 443 68.0 510 73.0 414 58.] 10 64.3 426 51.0 510 57.9 419 45.4 510 53.3 4I3 40.8 510 50.0 408 34.0 510 45.9 402 29.2 510 44.4 399 25.5 510 46.3 39s. ANCHOR CAPACITY TABLE._ 761n 69.4 456 72.5 400 57.6 458 61.7 392 49.6 458 54.1 385 43.4 458 48.6 378 38.6 458 41.6 373 34.7 458 - 41.6 368 28.9 458 37.7 362 24.8 458 36.0 359 21.7 458 35.7 358 - 78 in 64.2 435 ' 67.0 381 53.5 435 58.8 373 45.9 435 49.8 366 40.1 435 44.7 360 39.7 435 40.9 355 321 435 38.1 351 26.0 435 34.4 344 22.9 435 326 341 20.1 435 322 340 90 In - 41.8 327 43.1 290 34.1 327 3B.4 295 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23,7 268 17.d 327 21.0 262 14.8 327 19.1 258 ' 961n 34.4 287 35A 257 28.7 287 29.9 252 24.6 287 28.0 248 21.5 287 23.7 244 19.1 287 20.9 240 17.2 287 19.3 237 14,d 2B7 15.9 232 - 1081n 24.2 227 24.7 205 20.2 2Z7 20.8 201 17.3 221 18.0 198 15.1 16.0 195 1111n 22.3 215 227 194 18.6 215 19.1 191 15.9 215 18.6 18B 120 in 1 17.8 184 17.9 167 - Substrate: 27k Concrete - 31, Concrete r 3.5k Co.. Hollaw CMU Filled CMU FT Wm Metal Anchor Capacity AzherType' 3116' Elco U11-0. 114' Elco' UNacon 3/16' DeWalt Ultracon. 1!4' D.Well Ulimcont 5fle, Eloo Ntracon 3/16' Elco UOmcan I- El11 uliracon 311T DeWalt Ullrecoro 1/4' DeWalf - UltmaorH 1/4' SS Elco AggreGalor 511T Elco Ntmcon 1/4' SS FJco AglimCalor O10 Steel Scmw(GS) l 5) at2 Steal Screw(GS) (lbs) Edge Distance Qn): 1' 2-17 1' 2.11Y 1' 2-1/Y 1' 2-1/Y 3.118' 1' 2-1/7 1' 2-112 7' . 2.117 7' 2-1YY Y 3-1/8' Y 0.48' 0.324' Embedment Qn): 1.3l4- t.314- 13r4' 'I-W 1-314' 1-34- 1-3/4' 1-3/4- Z' 1-1/4- 1-1/4- 1. W 1-1/4' 1-1/4- 1.1/4' 1-114- 1-1/4- JAW 1.114' 2' 1318' vanes 2 Anchors @ 4.75- Min. O.C./ Standard or Offset Chia (Fig. 1): 3901bs 3901bs 450 lbs 690 lbs 310 Its 6301as - 220lbs 870 Has 16441bs 270 gas 280 lbs 3541bs 740 lbs 230 lbs 370 [as 3201bs 580 lbs 374 lbs 6641as 948 [as 341 Ibs 560 Ibs 4 Anclam @ 1.15' Min. O.C. / Standard Car O Neil Clip (Fig. 2). 480 its 7001bs WA WA 320 lbs 1260lbs 370 firs WA WA WA 380 gas WA WA WA 740 Ins WA WA WA WA WA 6821bs 1120 ms 4A.M.@7Mim O.C.1(2) 2x5 Angle Clips I(Fig. 3): 7801bs 780@s 680 gas 15601es 620lbs 1260 gas 4401bs 1740 Its 1898lbs 540 lbs 560 lbs WA � 7601bs 46011s 74016s 6401as 11601bs 748 lbs 88016s 169216s 68216s 1120 Its 2Amhara @ 0.45' Mlm O.C.I UCUA Into .125' Alum. (FIg. 4} WA WA - WA WA WA WA WA WA WA WA WA WA WA N/A NIA WA WA WA WA WA WA 715Its 1 Anchor/ FClip (Rg• 5r 195 it. 1951bs 225 lbs 445Its 155lbs 315 Its 1101bs 4351bs 822 lbs 135 gas 140 lb. 177 lbs 370 lbs 115 lbs 1851bs 16010s 2901bs 767Its 3321Ds 4731bs 170 lbs 280 ms2Anchm @ t.tSMIa O.CJ F-CBp(FIg. Sy 2401as 350 lbs WA WA 16olbs 830 Ibs 1851bs WA WA WA 1901hs WA WA WA 3701bs WA WA WA WA NIA 341 ms 5601bs NOTE: FOR THE OFFSET,CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. • 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: FIGURE 6: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOAD(BEA SEE SHEETS 24 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 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21- FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT-FILL 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 .12 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL T 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. (Y O m CO PRODUCT REVISED as complying with the Florida Building Code . NOA-No. 20-0406.08 Expiration Date 05/2612026 By O�T Mlaml-Dada Product Control ttlllll 111// No. 58705. TE OF i,�s ''• F� ORIDP,. •' •• ���: ONAL I�,C:``• A LYNN MILLER, P.E. FL P.E.# 58705 TABLE 4A Mullion Capacity Table bs7R2 ANCHOR CAPACITY Opening Width (for vertica9yspanning mullions) or Opening Height (for horizordallyspalaing mullions) ADJUSTMENT FORMULA: 50In 60 in 701. 80 in- 901n 10016 120 In 14l) in 180 in ANCHOR CAP.,,",,,„, (D u")X ( ) Rectangular' Trap/Tdeng. Rectangular TmpRdanB• RectenBWar 7replTdenB• Rectanguar TrepfldanB. ftectengutar TmpRdeng. Rectangular Trep/Tdan& Rectangular TraplTdeng. Rectanguar TrapRden& Rectangular Tiap/Tdang. Loadng 1%2.76X MULLIONCAP.n".,c Leading Loading' Loading Loading Leading Loadng Loading Loading Loading Loading Loafing Loading Loading Landing Loading Loading Loading .650 Alum' Tuba r r r r r r r - r r r - r r r r r r r r r r •� r r 'q r r r s - r r r x s A r r =ANCHOR OAP.„, .Mullion .q a .q .. $ a ��. s 7s a �'N �• a� 8 p. �. �. s a �•� �$X a a 7s ,. n a o� R• ... ��. a 7; I> a �"� �' �� B� 6� 5� = G� t� -� o t� o� r� gi USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACLIY �� d`aE��¢d`¢ ='a �'o d`rcd`z" �o d`¢d`d`rcd`rc@. �rc �'o d`¢ �� �¢ ��. �¢ �� d`a� �� �rc �� �� ��- d` REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENTFORTHE • 421n 170.0 62D 170.0 435. 170.0 7" 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 168.7 1620 170.0 521 138.8 1620 .170.0 521 48 in 170.0 703 .170.0 524 170.0 850, 170.0 584 176.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275. 170.0 e77 170.0 1417 170.0 680 141.7 14V 170.0 680 121.5 1417 170.0 . 680 108.3 1417 170.0 680 OPENING, WHEN IT IS LOWER 50.625 In 170.0 747 170.0 563 170.0 866 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 1628 1286 170.0 747 148.3 1286 170.0 756 121.9 1288 170.0 750 104.5 1288 170.0 758 91.4 1288 170.0 756 THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE 541n 170.0 797 170.0 B12 170.0 958 170.0 691 170.0 1116 170.0 754 150.7[407 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 1656 100.5 1130 170.0 861 88.1 1130 170.0 661 75.3 1130 170.0 Bel SELECTED MULLION. IT WILL 60 in 170.0 885 170.0 - 701 146.5 015. 1623 761 _ 125.5 015 144.5 746 109.9 1323 735 97.6 915 123.9 726 87.9 915 118.5 720 732 B75 114.4 715 878 g15 114.4 716 64.9 915 114.4 715 YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE 83 in 151.8 830 161.e 710 126.5 830 138.9 694 108.5 870 123.2 687 84.9 1122 670 84.4 870 104.8 662 75.9 83089.4 656 63.3 830 94.5 849 64.2 830 g4.1 84B 47.4 670 9{.1 849 . USED TO QUALIFY ADDITIONAL a 66 In - 132.1 757 140.0 650 110.0 757 - 119.8 636 94.3 767 105.9 624 825 98.1 614 73A 757 89.1 806 68.0 757 84.2 600 55.0 757 79.0 593 47.2 767 78.2 591 41.3 757 782 591 'ANCHOR OPTIONS FROM THE m 721n 101.7 638 106.8 552 84.8 636 91.0 540 727 836 80.1 530 63.0 72.2 521 55.5 836 66.5 514f21.5 636 623 508 - 42.4 636 572 500 36.3 636 55.3 497 31.8 B36 552 497 ANCHOR CAPACITY TABLE g 76 h 86.5 571 60.4 498 72.1 571 76.8 488 61. 571 67.4 479 54.1 60.6 471 48.0 571 55.5 464 671 51.8 459 38.0 571 47.0 451 30.9 571 44.8 447 27.0 571 44.6 446 78 N 80.0 542 1.83.4, 474� 66.7 542 70.8 465 57,1 542 821, 456 50.0 55.7 449 44.4 542 51.0 442 592 47.5 437 33.3 542 42.9 429 28,6 542 40.8 425 25.0 542 40:1 423 90 in 521 407 53.7 361 43.4 407 45.4 355. 37.2 .407 39.6 349 32.5 35.3 343 28.9 407 321 338 407 29.6 334 21.7 407 28.1 327 18.6 407 24.1 322 16.3 407 23.0 319 96 in 42.9 358 44.1 320 35.8 358 .37.2 314 30.7 358 32.4 309 26.8 358 Me 304 23.8 358 26.1 300 358 24.0 296 17.9 358 21.0 289 15.3 358 19.2 284 108 In 30.1 283 30.6 255 25.1 283 25.9 251 21.5 283 22.6 247 18.8 283 19.9 244 18.7 283 18.0 240 283 16.5 237 1111n 27.8. 267 28.3 242 23.1 267 23.8 238 19.8 267 20.6 235 17.3 267 18.3 231 15.4 2e,7 16.5 228 120 in 1 22.0 220 22.3 209 18.3 220 18.8 205 15.7 229 1 16.2 202 tool C AD Substrate: - 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Filled CMU Pi Wood Metal Anchor Capacity ArohorT r� 311E Eleo U lrscon IW Elco U tracon 311E DeWalt UtracoM 1/4" Oswalt U lreconr Sft6' Elsa U tracon 311E Elea. `-ffn n 1/4' Eico Utt aeon 3/16' DeWalt UlVacont 1/4' DeWalt Ullraconr lW SS Elco AggreGaler 5116Elco Ullracon 1/4" SS Elco AggmGator #f0 Steel Screw (G5) 012 Steel Screw (G5) #125tee1 Scfm (G5) (lbs) Edge Distance 0 1" 2-11T. 1' 1"2.1/2' i" 2-1/2' 31B' 1' 2-1/T 1"2-117 1'2-1/2' 1'2-11T 7 3-118" T 0.4W 0.54' 0.324" Embedment on): 1.314' 13/4' 13/4' 1.3/4- 13/4- 1314- 1.314' 7 - 1-114" 1-1/4" 1.1/4' 1-1/4' 1-114" 1414" 1414" 1-1/4' 1-1/4' 1.1/4' T tale" 1-318" wades2 Amhara @ 4.75" Min. O.C. /Standard or Offset COI, (Fig. 1): 39016s 3901bs 4501bs 310 It, 63016s 2201bs 1101bs 1-lbss 2701as 2e0 lbs 3541. 7401bs 2301bs :1. lbs 320 lbs 5801bs 374 Ibs 6841Ds 94616s 341bsS6D Ibs. 4 Amhara @ 1.1EMIn O.C. I Standard (or Offset) Olp (Fig. 2): 480lbs 7001bs WA 320 Its 1260lbs 370lbs - WA WA WA 3801os - WA WA WA 7401oe WA WA WA WA WA 662 lbs 885lb 1120 gas 4 Arwtrors @ 3" Min. O.C. / (2) 245 Angle Clips / (Fig. 3): 780 Mrs 7801Rs 6801bs 12-11T 6201ts 1260 lea 440lbs 17401hs 1896lbs 540Its 560 lbs WA 760 Ibis 460IOs 7401bs 640 Ibs 11601hs 7481bs .880Ibs 1892lbs 6821hs 11201bs 2Anchona C 0.45' Min. O.C. / U-Mp, into.l2EAlum. (Fig. 4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA A 7151bs 1 Anclnr / F-Olp (Fig. 6): 195 Ica 19516s 2251bs 16516s 31516s 11016v 435 Ibs 8221bs 13510s 14016s 17716s 3T0 Ibs 1151bs 18.51bs 1801hs 2901bs 1871M 332 IN 4731bs 1701bs 221 toe T8010s 2AWhors ® 1.1E MIn. O.C./ F-Clip (Fig. 6) 240lbs 350 gs WA 16016a 83016s 1851os WA WA WA 1901bs WA WA WA 37016s WA WA WA WA N/A 341 Iles 442lbs 5601m: NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES. AS THE S IANUARU UUN. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED a's complying with the FloNda Building Code NOA-Nb. 20-0406.08 Expiration Date 05/26/2026 . By G Mlaml-Dado 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. -1 1.000" r- //11111111 /I/ ♦, NN �p•...... FIGURE 3: 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. 2.750" `♦♦ �'� .•' U 49",'•, � Q;' •, o • • • HOLE LOCATIONS. =. . FIGURES SHOW SUGGESTED, APPROXIMATE _ �r : No. 58705 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 650 _ - _ '•,� N Z _ FIGURE 4: FIGURE & FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" Q SAT OF '.(V� '� •'• 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 EXTEND1• AT LEAST 3 SCREW THREADS BEYOND WOOD BE STEEL, 18-8 S.S. OR 410 S.S. X 2.75' X .650"MULLION FCORLDP .•'' '���ss'• • ,G� ♦♦� ♦ ANALl� � ® � THE• MATERIAL. #106 #12 ANCHORS INTO MAY ♦♦ A. LYNt� IuILtLER. P.E. FL P.E.# 58705 TABLE 5A ' Mullion Capacity Table Ibsfie - ' Opening Width (for verOcal"parvlrg mullions) or Opening Height (for hoftntally-sparvrng millions) 50In 60 In 70In 80 in go". 100 in 1201n 140In 160 In 1" x 3.125" x Rectanguler Loading Trepadang. Loading Rectangular Loadng Treprilliang, L-frig Rectangular Loafing TreprTilang. Loading Rectangular Loadng Tmp/fdang. Loading Rectangular Loading Treprfriang. Loading Rectangular Loafing Traprriang. Loafing Rectangular Inadlhg Trap/Triang. Loading Rectangular Loadng Trepr[lang. Loading Rectangular Loadng Trepniiang. Loading .500"Alum Tube Mull U sa n^ U U_ _� „ r Ue S x U =aX E@. z2 Uv isE d� a g� _� � a Up h.E d`� U g =ai Er=, a•^ Uv b. d`¢ s J o� =� �o •�.. ��. Uv s.� 5 a`a n U `� qa �o a '��. Uv ag d`¢ a U fo a Uv S. d`rc 21 U �� a 2=. Uv ks �e a U S� s� r ��. Uv Le da: A> S• U = Ea �@, a Uv ee d`� a a U =� s� k a$. V v t0 d`a a U 5� �_, a g� U$ z- d`¢ a V o� �o a_ Uv r• �rc 2> U o� _a so n a� U m r a a fJ =� p �� Uv r� A & U _� a ��. Uv Lg k �'� U 5� k U s� 421n 170.0 620 170.0 435 170.0 744 ' 170.0 478 170.0 868 170.0 506 170.0 9w 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 �164.4 1802 170.0 621 48 In 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 an 170.0 1417 170.0 680 1573 1577 170.0 660 135.1 1577 170.0 680 118.2 1577 170.0 680 50.625 in 170.0 747 170.0 563 170.0 898 170.0 631 170.0 104E 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 756 121.5 1495 170.0 756 108.3 1495 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 170.0 003 166.1 1401 170.0 837 149.6 1401 170.0 056 124.6 1401 170.0 861 too. 8 1401 170.0 861 93.4 1401 170.0 861 601n 170.0 ,985 170.0 7d1 170.0 1063 170.0 797 158.5 1158 170.0 878 138.7 1158 167.0 928 123.3 1150 156.5 917 111.0 1158 149.7 910 92.5 1158 144.5 903 79.3 1156 144.5 903 69.4 1156 144.5 903 631n 170.0 930 170.0 745 169.8 1049 170.0 850 137.0 1046 155.5 860 119.8 1049 141.7 846 108.5 1049 132.0 838 95.9 1049 125.5 828 79.9 1049 119.3 820 68.5 1049 118.9 819 59.9 1049 118.9 819 m c 66 in 166.8 955 170.0 780 139.0 955 151.3 604 119.1 955 133.7 788 104.2 955 121.4 775 92.8 065 112.6 765 83.4 955 106.4 757 69.5 955 09.8 749 59.6 955 98.7 746 52.1 955 98.7 .746 J 72 in 128.5 803 134.9 697 107.0 803 114.9 682 91.8 803 101.1 670 80.3 8M 912 659 71.4 803 63.9 649 64.2 603 78.6 642 63.5 603 72.2 632 45.9 803 69.8 628 40.1 003 69.7 827 781. 109.2 721 114A 629 91.0 721 07.0 616 78.0 721 85.1 606 68.3 721 76.5 595 60.7 721 70.1 586 54.6 721 65.4 579 45.5 721 59.4 569 39.0 721 56.6 564 34.1 721 56.1 583 781n 101.0 684 105.4 599 84.2 884 89.4 587 T22 684 78.4 576 63.1 684 70.4 567 58.1 884 e4.4 558 50.5 884 59.9 551 421 684 54.1 511 36.1 684 51.3 538 .31.8 084 50.8 534 901n 65.8 514 67.8 456 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 37.3 421 27.4 514 33.0 412 23.5 514 30.4 406 20.0 514 29.0 403 Belo 54.2 452 55.7 400 45.2 452 47.0 396 38.7 452 40.8' 390 33.8 452 36.4 384 30.1 452 32.9 378 2T.1 452 30.3 373 226 452 28.8 365 18.4' 452 24.2 359 18.9 452 22.8 355 1081n 38.1 357 38.9 •322 31.7 357 32.7 317 272 357 28.4 312 23.8 357 25.2 308 21.1 357 22.7 303 19.0 357 20.6 299 159 3S7 18.0 293 13.6 357 162 287 11.9 357 15.0 283 1111n 35.1 338 35.8 306 29.2 338 30.1 301 25.0 338 .26.1 296 21.9 338 23.1 292 19.5 338 20.8 288 17.5 338 18.0 2B4 14.6 338 16.5 278 12.5 330 14.8 273 11.0 338 13.6 269 1201n 27.7 289 28.2 263. 23.1 289 23.7 259 19.8 289 20.5 258 17.3 TW 18.1 252 15.4 289 16.3 219 13.9 289 14.9 248 11.6 289 12.8 240 9.8 289 1 11.4 236 8.7 289 10.4 232 TARLF_ 511 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X ( ANCHOR CAP.,,,,„_% `MULLION CAP- -) CAP.,,, USE THIS FORMULATO 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. Subsbale: 27k Concrete 3k Concrete 3.5k Cone. FbOow CMU Filled CMU PT Wood Metal Anchor Capacity An horlype. 311E Edo Ultrzcon 114' Elco Ultmcon 3/16' DeWalt UBracom 114' DeWalt - Ullmcen+ 511E Elco Ultrecon 311E El- Ulbacon 114- Elw Ultmcon 311E DeWalt Ultrecam 114" DeWalt Ullmcon+ 114- SS Oco AggreGator 5118- EcoSS Uitrecon Elco -#10 Steel Il-IG5) 912Steel Screw(W) #12 Sleel Screw(Ibs) Edge Distance (in): 1- 2-0/7 1- 2-1/7 1- 2-0/T 1"-2-1/2' 3-11E P2-1/Z' P2-112- 1'2.112" 1'2-11T Y 3.1/8'2' D.48' o w 0.324' Embedment 0nk 1.3W 13I4- 1ar4- 1-3/4" 1-3l4'13/4' 1-314' 1-314- 2 1-IM 1.114- 1-1/4' 1-1/4" 1-1/4- 1.114" 1.114" 1.114' 1-1/4' 1-1/4"2' 13/8' 131E lades2 AnehomQ 4.75" Min. O.C. I Standd or Offet alp (FIg. 1} 3901bs 390 HIS 4501ba 8901be 3101bs 6301bs 2201bs 8701bs 1644lbs 270 Ns 280 Ibs 354 Ibs 740 lbs 230 lbs 370 lbs 320 IW 580 Un 3741bs - 6641bs8lbs 341 Ibs 4421W 5601bs 4 Amin- ® 1.15' Min. O.C. I Standard (or Offset) Cop (Fig. 2): 480 lbs 700 lbs WA WA 3201bs 12601be 3701bs N/A WA WA 360 Ibs WA WA WA 740 lbs WA WA WA WAWA 682lbe8851bs 1120lbs 4 Anchom ® Y Min. O.C.1(2) 2c5 Angle Clips / (Fig. 3), 780lbs 780 Ibs 680 lbs 1560 Ibs 620lbs 1260lbs 4401bs 1740 lbs 1898IW 640 ths 560 Ns WA 760 Im 460 Ibs 740 Ibs 640 Me - 1160lbs 748 Ibs 880 Ibs92 ga 6112Ibs W51bs 1120lb.- -3Anchore®0.45 MlaO.C.IU-00p,Into.12SAlm(Fig.4): WA WA WA WA WA WA WA IVA WA WA WA WA WA WA WA WA WA WA WAWA WA N/A 10731bs - 1 Anchor I F-Mp (FlO. 6): 195 lbs 195 Ibs 225 IDS 445lbs 155 lbs 316 ms 110 be 435 Ibs 6221hs im IRa 140 lbs 177 lbs 370 lbs 115 lbs 185 lbs 160 Ibs 290 ms 187 lbs , 3321bs 473 Has 170 Ibs 2211 2110 Ws 2 Anchom@l.lE Min. O.C./F-G11p (Flo B): 240lbs 3501bs NIA WA 180lbs 830lbs 1851Ds WA WA WA 1BO lbs WA WA WA 3101bs WA WA WA WA WA 3411be -4421bs S601h; NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHUK VALUES AS I HI-- b IANUAKU CLIP. FIGURE 1: FIGURE 2: FIGURE 3: 4) F 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURE 5: FIGURE 6: PRODUCT REVISED as complying with the Florida Building Code NOA-No: 20-0406.08 Expiration Date 05/26/2026 By . Mlaml-Dada Product Control 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. 1--1.00011-I 3.125" - 11111111// ��•........, �i, 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. �'� .•' 1,ICENSF�`� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. F ;' FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. t _ No. 58705 , 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED .500" _ 7: �' 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 - � . 0 •41jj GAUGE). STRUCTURAL STEEL 1" X 3.125" X .5' MULLION O STAT OF ;' T '•. THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 TO BEAT LEAST.125"THICK AND INTO METAL SHALL EXTEND AT LEAST35CREW THREADS BEYOND (V VF MULLION) F ��� ••.;ORIOP-.-` S A36. ALL ANCHORS i ••....• THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. A.LYt�INIMhI& R`P.E. FL P.E.# 58705 ' TAR[ F RA Mullion Capacity Table (Lbs#lz) ANCHOR CAPACITY Opening Width (for vertically-spandrlg mullions) or Opening Height (for horimnte(ly-spanning mullions) - ADJUSTMENT FORMULA: ' 1 x4 x.125 50In 60In 70In 801n 80 in iDO In 1201n 1401. 1601n / ANCHOR CAP.,,,"„„,l (DP..) X \MULLION CAP.,,o„„,/ Rectangular Loading TrepRdeng, Loafing RectenBular Loafing Trep?dan0• Loading Rectangular Loading Treprr4pg. Loading RectangWar Loadng Treprildana• Loading Rectan0uler Loading TFapRdeng. Loading RectanOWer Loadn9 T2p/Tdarg. Loading Rectanguar Loading TrepRdang. Leading Rectangular Loading TrepRdan9• Loading Rectadguler Loading TrepRdang. Loading Alum. Tuba Mullion £ r� `� -g d £ _ g� •E r�a8GcV �� a s .. �' `� a .-. a� g y E z i d` £ 8� ��rr a .. Is. m €� `y EE n _ �1 g• 8 .�. E £ u 1s.5 u 3'rc .a 8 2 2€ a y:tt �' die £ '° M ��. £ 1t �' drc . ' '° � s� £ R W drc £ 2 N 92. .m.8 X drc £ A ��¢ £ $ g� z'.. A " " d`o: 2 o� s ` ��, £.-. Is .2 drrc £u S. gg 's �� gz L d`rc A `� e £ ".S ti � dte £ u•c `$"o _9 � irc a ,. �• S `� s - �2. 8, U9 £ ¢` =ANCHOR CAP.s, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 145.E 1459 17D.0 521 127.6 1489 170.0 521 481n 170.0 708 170.0 524 170.0 65D 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 156.3 1303 176.0 680 130.3 1303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 680 OPENING, WHEN IT IS LOWER 50.625 in 170.0 747 170.0 563 170.0' 895 170.0 631 170.0 1046 170.0 6M 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1236 170.0 - 756 117.1 1235 170.0 756 1GOA 1235 170.0 756 57.8 1235 170.0 756 THAN THE MULLION CA(FROMPACITY 541n 170.0 797 170.0 612 170.0 956 176.0 691 170.0 111E 170.0 754 154.4 1158' 170.0 803 137.2 1158 170.0 837 123.5 1155 170.0 856 102.9 1158 170.0 861 882 1158 170.0 861 77.2 1150 170.6 861 THE DMULLION. IT E . SELECTED MULLION. IT WILL SELECTED 601n 170.0 885 170.0 701 166.7 1062 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 815 111.2 1042 136.8 601 100.0 1042 U0.2 791 83.4 1D42 125.1 782 71.5 1042 125.1 782 82.5 1042 125.1 782 YIELD A MINIMUM ANCHOR. 631n 170.0 930 170.0 745 151.2 992 163.6 810 129.6 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 760 90.7 992 114.8 758 75.6 992 108.4 745 84.5 992 108.0 744 50.7 992 108.0 744 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL 4� 68 N 165.4 947 170.0 789 137.6 947 148.0 786 118.1 947 130.7 768 103.4 947 1f7.7 752 91.9 917 108.7 738 82.7 917 1022 727 68.9 947 95.1 713 59.1 647 94.0 711 51.7 947 94.0 711 ANCHOR OPTIONS FROM THE C d 721n 135.9 849 142.7 737 113.2 849 121.8 722 97.0 849 106.0. Tab 84.9 649 96A 696 7&5 849 88.7 688 67.9 849 82.7 675 56.6 849 75.3 659 48.5 $49 72.5 652 42.5 849 72.4 651 ANCHOR CAPACITY TABLE �. 76In 115.5 762 120.7 665 96.3 762 1028 652 826 762 60.0 640 722 762 80.9 629 642 762 742 620 57.6 762 692 613 48.1 762 62.8 602 41.3 762 59.9 597 36.1 762 59.4 595 .. . 78 In 106.9 724 111.4 634 89.0 724 94.6 67d - 76.3 724 829 609[23.2 724 74.4 599 59.4 724 68.1 591 53.4 724 63A 583 44.5 724 57.3 573 382 724 64.3 567 33.4 724 53.5 565 - - 901n 69.6 543 71.8 483 58.0 543 60.7 474 49.7 - 543 52.9 -466 543 47.1 458 38.6 64.3 42.8 452 34.8 643 39.5 446 29.0 543 34.9 436 24.8 543 321 430 21.7 543 30.7 426 96 In 57.3 478 58.9 427' 47.8 478 49.7 419 40.9 478 43.2 412 475 38.5 406 31.8 478 34.e 400 28.7 478 32.0 395 23.9 478 28.1 388' 20.5 478 25.8 380. 17.9 478 242 376 10B In 40.3 377 d1.1 341 33.5 777 34.8 335 28.8 3T7 30.0 33D 377 26.8 325 22.4 377 24.0 721 20.1 377 220 317 16.8 377 19.0 310 14.4 377 17,1 304 ' III In 37.1 357 37.8 323 30.9 357 31.8 318 28.5 357. 27.6 317 357 24A 309 20.8 357 22.0 305 18.5 357 20.1 3DI 15.4 357 17.4 2941201n 29.3 305.. 29.8 279 24.5 3D6 25J 274 21.0 306 21.7 270 366 192 267 16.3 306 17.3 263 144 In 17.0 212 1 172 1 196 ' Substrate: 2.7k Concrete 3k Concrete 3.5k Co.. Hollow CMU Rged CMU PT Wood Metal Anchor Capacity Anchor T,ce; 3116' Elco Ull2can 1W El.. Ultracan 3116' DeWelt . Ultracanf • 1/4• DeWall Oit2conf 5110• Soo Lllt2con TW Elco Moon 114• Sco .Macon 3/18' DeWaO - Inuawn. 1/4' DeWalt Ultlecom - 1/4• SS So. AggreGalor We' Elw Ultracon Ihr SS Eko AggreGalor 010 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (W) • (Ibs) Edga Dlataroe (In) 1' 2-tlr 1' 2-1R' i' 2-1/r 1' z-11T 3-ve• r r2-vr r atrr r 2-ur 2' 3•+19• r 0.46' 0.54' 0.324•1-V4- - 1J14• 13/4' 1-3W 1.3/4' 1�4• 1.V4• 1-V4' r 1.1/4' 1-1/4• 1-114" 1.114' 1.114' 1.114• 1-114• 1-114' 1-114' 2' I -Tell 1-31W jades. 2A=h. @475'Min. O.C. / 6tendard or Ortsel CBp (Fig. 182): 390lbs 390Ibs 450 lbs 8901Ds 310lbs 630 lbs 220lbs , 870 Ibs 1644 lbs 2701hs 3541rs 740 lbs 230 1bs 370 Ibs 3201bs 5801bs - 3741bs 664 Ibs 9461hs341 Ibs 4421bs S601os 4 AncM2 @ 2W Min. O.C. / Standard (or Offset) C8p (R9. 3y 700 lbs 700 lbs 680 lbs 14101bs 62()Lt 1260lbs 4201bs 1720 lbs 952 16s WA WA 630 lbs 390 Ibs 740 Its 5101bs 10601hs WA 880 lb. WA 6821bs 8851bs 1120 W8 Ancin2 @ 1.15' Min. O.C.I Standard (orOBset) OIp (Fig. 4): See lbs 1400lbe . WA WA 6401os 25M lbs 740lbs WA WA WA r2-112' WA WA WA 14801bs N/A WA WA WA. WA 1383lbs 1770 lbs . 2240 lbs4 Ar1cho2@3'Min. O.C./(2)2r5Argla pips/(Fig. S) 7801bs 7801bs 880Ibs 15601is 62011s 126016s 4401hs 17401os 1896It. 5401hs WA 760lbs 460 ins 740lbs 640 lbs- 1160N 7481bs . 8801bc 1892 lbs 682 IW 885lbs 1120 IW 6 Ancho2 @ 3' Min. O.C.1(2) &5 Angle Cops I (Fig. 6k 1170 lbs 1170lbs 1020 Ind18901W 660lbs 26101bc 2844lbs 8101bs WA 11401bs 6901bs 111011s 9601bs 17401bs 1122Ibs 1320lbs 2838Iba 1022Itz 13271bs 16BO Ind4 Arxtars @ 0.45Mln. O.C. / UCOp, into.125• Alum (Fig. 7): WA WA WA WA WA WA NIA WA WA WA WA WA NIA NIA NIA WA WA WA WA WAWA 14301bs 2Anch-@225•Min.0.0/ F-Clip(Flg.B): 3501ba We labs 2eo tos 705Its 310lbs 8301bs 210bs WO tbs 476 lbs - WA WA 315 IM 195lbs 370.lbs 265 lbs 530 lbs' WA 440Inc WA. 341 IIa 4421bs 66016a - 4Anchors @ 1.W Min. O.C.1 FCIip (Fig. DIJ 4801bs 1 7001bs WA WA I 3201bs 1 12601bs 1 370 lbs I WA WA WA 380 lbs I WA I WA I WA 1 740165 -I WA I WA I WA I WA I WA 6821bs 1 885lbs 1120 lbs NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATEKN ANU ANCRUK VAI-Mb AS I eta,. IANUAKU cur•. ' - TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1 • • • • • • • • 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 SHOWWON SHEETS 21-23. FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE T SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • • • CONCRETE BLOCK UNIT (CMU) SHALLSOUTHERN PINE WITH AN SG OF THICK TEEL .55. ALUMINUM SHALL BE TS.TRUCTURA5 AND BE A ISTEEL INIMUMTO STUDS TOBE A MINIMUM GRADE AND 045" THICK ( 8 GAUGE). BE AT.L ST.S125"THICK ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL,111.8 S.S. OR 410 S.S. 4.000" .125" 1"X 4•X.12�' MUWON PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date 05/2612026" By Mlaml-Dade Product Control yytlllLYNAI l llllrl�l' NL,LGENBf'*-.. * :r Nyo. 58705 V� 4j STPTEOF�D : :� F '••.FcoR10P.••'G��� J . A. LY(SI(iILfILWF�, P.E. FL P.E.# 68706 TAR[ F 7A Mullion Capacity Table (lbstle) ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP., -,- (DP,®) X ` I MULLION CAP.,o,,.", - Opening Width (for ver ically-sparrdng mullions) or Opening Height (for hodzordally-spandng mullions) . 50 in 601n TO In 801. 9D in f0a in 120 in 140 In 16D N I 1 x 4 x .375 RectanBWar Loadng Tmp?long. Loading Radangulaz L-Eng Trsplfdeng. Loading Rectangular Loadng Tmpfrdan8• Leading Rectangular Loading TrsplTdang. Loading ReMenBWaz Loading Tmp/Tdang. Loading Redenguiar Loading Tmp/Tdang. Loafing Rectangular Loading TraDRdanB. Loading RechengWw Loading TmpRdang. Loafing Rectangular Loading Tmp/Tdmg• Loafing Alum. Tube &"T' Mullion, � g a� re �. � 5� r $ r �. a Ssf r �%+ z s X 5f �-. ma G L.9 �. 5� �_ 3 G r v €� .9 _ q.. .� a r.� �. a 5� �.. RS o 55 a m 5� 5 - r G Is n 5� 3 r{ � E a^ 5� G s �• 6 8 g F a^ mw o a w 5g r^ m• 8` a a & g9 k^ gG 8 0 t.4° A 8 5L' Z. A -aE �r "G G a A 0 5q S c s,. ax E t G G K a 5£ `me 2r^ t` G ¢K a `� s 2 r a.F 5G 5. � 55y 9 S a d' ,q �� q '�8 r L. a= - =ANCHOR�CAP.,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 42In 170,0 620 170.0 435 170.0 744 170.0 478 170.0 860 i70.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 481n 170.0 708 170.0 524 170.0 850 170.0 584 170,0 892 170.0 630 170.0 1133 170.0 661 .170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 179.0 680 151.E 2024 170.0 680 OPENING, WHEN IT IS LOWER 50.6211. 170.6 747 170.0 663 170.0 898 170,0 631 170.0 1046 170.0 684 170.0 1195 170.0 723, 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 156.0 1919 170.0 756 136.5 1919 170.0 766 THAN THE MULLION CAPACITY 64 In 170.0 797 170.0 612 .170,0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 170.0 861 137.1 1799 170.0 851 120.0 1799 170.0 861 (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL 60 In 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 176.0 1417 1T0.0 S44 170.0 1594 170.0 996 155.5 1fi19 170.0 lOn 129.6 1619 170.0 100 tt1.0 1619 170.0 '1063 97.2 1619 1TOA 1063 YIELD A MINIMUM ANCHOR 63 in 170.0 930 170.0 745 170.0 lite 170.0 850 170.0 1302 170.0 940 170,0 1488 170.0 1015 166.7 1542 170.0 1016 141,0 1642 170.0 1122 i17.5 1542 168.5 1158 100.7 1642 167.9 - 1157 88.1 1542- 167.9 1157 CAPACITY WHICH MAY BE USEDTOQUALIFYADDITIONAL 63 681n 170.0 974 170.0 789 170.0 1169 170,0 903 170.0 1184 170.0 1002 160.fi 1472 170.0 1086 142.E 1472 168.e 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1108 81.8 1472 146.0 1104 80.3 1472 146,0 1104 ANCHOR OPTIONS FROM THE mT21n 170.0 :1063 170.0 878 170.0 1275 170.0 1009 150.8 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1326 137.8 1066 105.6 1320 128.5 1049 88.0 1320 117.0 1024 75.4 1320 112,8 1013 66.0 1320 112.5 1012 ANCHOR CAPACITY TABLE. -'t11"In .0 1122 170.0 937 149.6 1184 159.4 1013 128.2 1184 139.9 994 112.2 1184 125.7 976 99.7 1184 115.3 964 89.8 1184 107.5 952 74.8 1184 97.6 M5 64.1 1184 93A 927 56A 1184 92.3 925 28.1 1124 170.0 967 138.4 1124 147.0 965 118.8 1124 128.8 947 103.8 1124 115.E 831 92.3 1124 105.8 918 83.0 1124 98.5 906 69.2 1124 89.0 890 59.3 1124 84.3 681 51.9 1124 83,2 878 8.1 844 111:5 750 90.1 844 94.3 738 77.2 844 82-1 724 67.6 944 73.3 712 60.1 844 fi6.5 702 54.0 844 61.4 693 45.0 844 542 678 38.6 B44 50.0 668 33.8 8" 4T.7 662 .1 742 91.5 683 742 742 77.2 652 63.6 742 67.2 641 55.7 • 742 59.8 631 49.5 742 44.5 742 49.6 614 37.1 742 43.6 600 31.8 742 38.8 590 27.8 742 37.5 584 588 63.9 530 52A 586 538 521 44.7 58fi 46.6 513 39.1 568 41.4 505 34.8 588 31.3 SB8 34.2 492 26.1 588 29.8 481 22.3 58fi 26.8 472 19.5 58fi 24.7 468 .6 555 58.8 503 48.0 555 49.5 495 41,2 555 42.9 487 36.0 555 11.0 411 32.0 555 111= 28.8 555 31.3 467 24,0 555 27A 457 20.6 555 24.3 448 18.0 555 22.4 442.6 475 46.4 433 38.0 475 39.0 428 02.6 475 33.T 420 28.5 475 29.8 414 25.3 475 22.8 475 24.5 404 19,0 475 21.1 395 16.3 475 18.7 387 14.3 475 17.2 381 .4 330 26.7 305 22.0 330 224 301 18.8 330 iB.3 2B7 16.5 330 17.0 293 Substrate: 27k Concrele 3k Cancmle 3.Sk no. H.2-CMU- FilleCMU PT Wood Melal Anchor Capacity Anchor Type: 3/16' Elco Ullimon 1/4' Elco IAtmcon '3/16" DeWall Ullmcon+ 114' DeWalt Ultmcon+ 6116' Elco Ulimcon W16 Elco Ultiecon 110 Elco Ultrecon 3116' DeWall Uluacon+ 114' DeWelt Ullracon+ 114" SS Mco AggreGator 6116" Moo Ultmcon 114' SElo Aggalr #10 Steel Somw(G5) 012 Steel Sons (GS) #12 Steel Senn,(G5) (Ibs) Edge Did -on) 1" 2-112" V 2-11T 1.- 2-1W 1' 2.11T 3.118" 1' 2-1/T 1' 2-1/2" 1" 2-VT 1' 2-112" T 3-118" GAS' 0.54' 0.324' Embedmentft 1J14" I v4'F5-01 1.314' 1-314' 1-314• 1,14' 1-314' 2" 1-1w 1-114' 1-1/4' 1.114" 1-114' 1-1/4' 1-114" 1-1/4' 1-114' .1-1/4" T 1-310' 1-3/8' wiles 2 Aro[ors ® 4.75" Min. O.C.! Standard or Offset Clip (Fig. 182): 390lbs 390lbs. 890 lbs 3101bs 630lbs 220 Ibs 8701bo 1644lbs 270 Ibs 280lbs 354lbs T401bs 230lbs 370 Ibs 3201D5 580lbs 374lbs 664 lbs Ste Ile 341 Ibs 44210s 560 Ibs 4 Anchors a 2.25' Min. O.C. / Standard (a ousel) Clip (FIg. 3j. 7001bs 7001bs 141016s 620lbs 1260 W 42DIbs 1720lbs 9521bs WA 5601bs WA 6301bs 390lbs 740lbs 610 Ibs 106016s WA 8801hs WA 6821bs Ba51bs 1120lbs8 Anchors @ 1.W Min. O.C. / Standard (or Offset) Clip (Flg. 47 960 lbs 1400Ihs WA 640lbs 2520 Ibs 7401hs NIA WA WA 760lbs WA WA WA 14801bs WA WA N/A WA WA 1363lbs 1770 lbs 2240lbs 4Anchors @3"Min O.C./ (2)2x5Angla Capsl (FIg. 5): 780 lbs 760lbs 15601bs 620 Ibs 1260 lbss 440lbs 17401W 1896lbs 540 lbs 560 lbs WA 760lbs 460lbs 74016s 640 [W 11601bs 7481ba 880 Ibs 1892lbs 682lbs 885 Ibs 1120 lbs 6 Anchors @ 3' Min.-O.C.1(2) 2a5AngleCllps / (Flg. 67. 1170 Ibs 1170 lbs 23401bs SM [be 1890 lbs 66(1 28101bs 2844lbs 810 On 840 Ibs WA 1140lbs 690lbs 1110lbs 960 lbs 1740 ft 1122lbs 13201bs 2B38Iba 1022IM.JZ 4 Anchors 4$ 0,45' Min. O.C. / UClip, into .125'Alum. (Flg. 7) WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA2 Anchors @ Z2,5 Min. O.CJ F-Olp (Flg. 8): 350lbs 3501bs 705 Ilm 310 Ibs 6301bs 210 lbs 660 Ibs 476 W WA 280 Ibs WA 315lbs 1951bs 370lbs 2551hs 530 I1x WA 440 Ibs WA 341 Ibs 442 I4 Anchors @ 1.16"Min. O.C.1 F-Olp (Fig. 9): 480lbs 700lbs WA 320lbs 12601bs 370 Ibs WA WA WA 3801bs WA WA WA 740lbs WA WA WA WA NIA 6g21bs B851 NOTE: FOR THE OFFSET CLIP, USE T HE SAME ANCHOK PA I I tKN ANU ANUHUK VALU= Atl i ne a tAp1u>,tcu Uur. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: • •F E-E • • • • • • • FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 586) 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 NOTTO 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 BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDT}1E MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. r. 4r4 i j PRODUCT REVISED as,complying with the Florida Building Code Non -No: 20.0406.08 Expiration Date 05/26/2026 . By Miami -Dade Product Control "0,30 LYNIV,4 Qor 3 No.58705 >!r ^� i3c� �`S/ONAL �c�a •�• A. L NN MlbbE P.E. FL P.E.# 58705 TABLE 8A Mullion Capacity Table (Ibslfe) • ' ANCHOR CAPACITY ADJUSTMENT FORMULA: Opening Width (forvertically-spanlung muRons) or Opening Height (for horizontally-spanrting mWfions) - 125"X 501n 60 in 701n 801n so In too in 1201. 74o in 1601. / ANCHOR CAP.,,a,,,,ae` (DP,m)X l / MULLION CAP.,m,,,,a, Rectangular Loading TaplTdang.. Loading Rectanguar Leading TmplTdang. Loading Rectangular Leedi.g Trep/Tdang. Loading Rectangular Loading TraplTdang. Loading . Rec4inguiar Loading TapRdang. Loading Rectangular Loading TapRdang.. Loading Rectangular Loading hapRdang. Loading Rectanguar Loading TrepRdang. Loading Rectangular Loading Ta prfdang• Loa6ne 3A89"k .265" Alum Tube Mull � . a � as d` � a �� a ae t� d` a a 5F f� � as hx.5 a � a 6 �� � a9 t� d` � a 5� �� � a r$ ¢` r a €� .g•� a a r d` �' a 5� s' �' 3. crya a• d`rc z lid E'� ?' $4 a9 r� �rc - - z, a a. €� �� z � ELI as s° arc` z 2. a =� �� ?' a ao � 8 €� �� .z• a as §.� �rc z a a 5� ��. i" 8� a 9. ¢ a 5� z as t� a` � . 6 �1 p as x" �� z _ a €9 �� z _ av {e 11 z _- a 59 �I. z _ as b•" d'Id�� z � i3 5� z _ as t z _ a � 5z z _ ao = ANCHOR CAP.„, USE THIS FORMULA TO OBTAIN THE -ANCHOR CAPACITY REQUIRED'CORRESPONDING TO AtJ ACTUAL PRESSURE REQUIREMENT FOR THE - 421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 068 170.0 505 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 151.6 1769. 170.0 521 481n 170.0 708 170.0 524 170.0 650 170.0 $84 170.0 992 170.0 630 17(.0 1133 170.0 661 170.0 1275 170.0 677 170.0 14t7 170.0 680 154.8 1548 170.0 680 132.7 154E 170.0 680 116.1 1648 170.0 680 OPENING, WHEN IT IS LOWER 50.6251. 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0' 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 119.3 1466 170.0 756 104.4 1468 170.0 766 THAN THE MULLION CAPACITY 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 17a.0 803 163.1 1376 170.0 637 146.8 1376 170.0 856 122.3 1376 170.0 661 104.8 1376 170.0 861 91.7. 1376 170.0 861 (FROM THE TABLE) OF THE SELECTED MULLION. [TWILL 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 878 139.0 1158 187A 930 123.6 1158 156.8 919 111.2 1158 150.0 '912 92.7 1158 144.E SOS 79.4 1158 144.8 905' 69.5 1158 144.8 905 YIELD A MINIMUM ANCHOR ' 631n .170.0 930 VMS 745 160.1 1051 170.0 850 137.2 1051 155.9 862 120.1 1051 1420 848 106.7 1051 132.3 837 96.1 1051 125.7 836 80.1 1051 119.5 822 68.6 1051 119.1 821 60,0 1051 119.1 821 CAPACITY WHICH MAYBE USED ADDITIONAL $ 68 In 187.1 957 170.0 708 139.3 957 151.6 805 119.4 957 134.0 780 f04.4 B57 121.8 777r36 957 112.8 767 83.8 957 108.6 759 69.6 957 100.0 750 59.7 957 98.9 748 522 957 98.9 748 TO QUALIFY ANCHOR OPTIONS FROM THE 721n 128.7 804 135.2 698 fa7.3 804 115.2 684 91.9 804 f01.3 671 80.4 800 91.4 660 804 84.1 650 64.4 604 78.8 W3 53.8 804 72.3 637 46.0 804 69.9 629 40.2 804 89.8 628 ANCHOR CAPACITY TABLE. _ 761n 109.4. 722 114.4 630 912 722 97.2 618 78.2 722 85.3 606 68.4 722 76.7 596 722 70.3 550 54.7 722 65.5 580 45.6 722 59.5 570 39.1 722 567 565 342 722 56.2 564 g 781. 101.2 685 105.6 600 84.4 685 89.6 588 723 685 78.5 577 83.3 685 70.5 568 685 84.6 560 5a6 685 60.1 553 422 665 54.3 543 382 685 51.4 537 31.8 685 50.7 576 SO In 65.9 515 68.0 457 54.9 515 57.5• 449 47.1 515 50.1 441 41.2 515 4/.7 434 515 40.8 428 33.0 515 37.4 422 27.5 515 33.1 4f3 23.5 515 30.5 407 20.8 515 29.1 404 961n 54.3 453 55.8 404 45.3 453 47.1 397 36.8 451 41.0 39I 31.9 453 36.4 385 453 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 loaf. 38.1 358 39.0 323 31.8 358 328 318 27.2 358 28.4 313 23.8 358 252 308 21.2 368 22.7 304 19.1 358 20.8 300 15.9 358 18.0 293 ill In 35.1 338 35.6 306. 29.3 338 30.1 301 25.1 338 26.1 297 220 338 232 13 19.5 336 20.9 289 17.6 338 19.1 285 120 N 27.8 211 21.3 264 23.2 290 23.8 260 19.9 290 20.6 256 17.4 290 1..2 253 15.4 290 16.4 249 - '14d In 16.1 201 16.3 186 . TAmi G AR Substrate: Wk Concrete 3k Concrete Hoflow CMU I a CMU Pr W00d Metal Anchor Capacity Anchor Type. 311E Elco Ulirecon 114' Eke Waco. 3116' DeWall Ult..." 114' DeWalt Ultacon.. 311E Elco Ultacan 1/4' El. Ultacon WlW D.Walt ultra- 1/4' DeWelt Ultrecon, 114- SS Bea AggfeGalor 5116' Elco Ul"cen 1/4' SS Eleo Aggre eater 910 Steel Screw (G5) #12 Steel Screw (G5) 012 Steel Screw (G5) (lbs) Edge Distance pn): 1' 2-1/2 , 1' 2.1/2 1' 2-112 1' 2-1/2 1' 2-1/2 1' 2.112' 1' 2-1W 1' 2-1f7 T 3.1/8' 2 0.48' .0.54" 0.324' Embcdmmt (In): ia/4' 1-14' I-T4' 1-3W' 13'4' I-W 1-3/4' ' 1 V4'I-lf4' N22" i-1/4- 1-f14- 1.1/4' 1.1/4- 1.114- 1-1/4' 1-1/4' 1-1/4' 1-lW 2 I-NIrITWv4des 2 Anders@435'Min. O.C. I Standard or Offset Cllp(Rg. 1): 3901bs 3900n 450 Ibs 890lbs 310lbs 630 lbs 2201bs e701bs 270Its 280 lbs 354 lbs 740 lbs 2301bs 370lbs 3201bs 580 lbs 374lbs 664 lbs 946lbs 341 lbs 4421bs 5601hs 4 Anchors ® 1.15' Min. O.C. / Standard (or Offset) Clio (Fig. 2): 480lbs 700lbs WA oWA 3201hs 1260Its 370 lbs WA WA 380 lbs WA WA WA 740 IbS NIA NIA WA WA WA fi82lbs 885lbs 1120 Ibs 4 Anchors ® 3' Min. O.C.1(2) 2t5 Angle Ceps / (Fig. 3): 780 lbs 780 lbs 680lbs 1560lbs 620 lbs 1260 Ibs 4401bs 1740lbs 5401bs 560 lbs WA 760 Ibs 460 Ica 740lbs W Ile 11601bs 748lbs 880 lba 1892 lbs 68216s 885Ibs 1120 gs 4 Archers @ 0.45' MIn. O.C.I UFCIIp• into.12Y Alum (Fg. 4). WA WA WA WA WA WA WA WA WA WA WA WA NIA WA WA WA WA WA WA WA WA 1430 19s 1 Anchor F-Cep (Rg. 5): 195lbs 1951bs 2261bs 4451bs 1551hs 3151bs 1101bs 43510s 8221bs 1351bs 1901bs 1771bs 3T0Ibs 11510s 185 lbs 1601bs 2901bs 1871bs 3321bs 473lbs 17o Ibs 221 lbs 2801bs 2 Anchors (d/ 1.15' MIn O.CJ F-ap (Fig. 6): 240 lbs 350 Ibs WA WA 1601ba 630 Ibs 185lbs WA. WA WA 1901bs WA WA N/A 370lbs WA WA WA WA WA 341 Ibs 4421bs 5601Ds NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: TABLE NOTES: ® • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ANGLE CLIP MUST © • • • . BE USED - IN PAIRS. FIGURE 4: FIGURE5: .FIGURE6: s • • e 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 606345 AND BE A MINIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT, REVISED as complying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date 05/26/2026 By_ •rT- Miami-Dade Product Control `�•��OR1.. LYN,v. 7y.: • No. 58705 D ' 4C,� �G OF '40 RIO •., ' \ /''s;S'ONAL S'X A. 'AN MIL P.E. FL P,E.# 58705 TART E QA Mullion Capacity Table (lbslft) ANCHOR CAPACITY Opening Width (Ibrver4eally-spanning mullions) or Opening Height(forhorizontalyspanning _ mullions) ADJUSTMENT FORMULA: 1.25 x 3.25 601n 60 in 701n 801n so 1. 1001n 12011 140 in lee in (DP_) X ( ANCHOR MULLION Rectangular Loading TmpfTdwg. Loading Rectangular Loading TwpRdang. Loading Rectangular Loading TmpRdeng. Loafing Rectangular Load g Trap/Rlang. Loading Rectangular Loading Tmprrdang• Loading Rectangular Loading Trapfrrlan& Landing Rectangular Loading TmW7deng• Loading Rectangular Loading TraWriang. Loading Rectangular Loading TraprNang. Loading x -100 Alum. Tube Mullion&[47 = 6 §'r^ 64: s: 6 '• _ pg g r P 6'i .r �, '� a`Q`g8 @ gdin: _ 5 $ _ $ n "- _ 3 6PACITY _ • =ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN REQUIRTHE D" COR ESPONREQUIRED"CORRESPONDING TO AN ACTUAL PRESSURE 421n 170.0 620 170.0 436 170.0 744 170.0 170.0 We 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 521 153.3 1118 170.0 521 127.7 1118 170.0 521 109.5 1118 170.0 521 95.8 1118 170.0 521 48In 170.0 708 170.0 524 170.0 850 170.0 167.6 978 170.0 930 146.7 978 170.0 661 130.4 978 170.0 fi77 117.3 978 170.0 680 97.8 978 woo rim 83.8 978 170.0 680 73.3 078 170.0 68050.625 In 170.0 74T 170.0 563 170.0 898 17U.0 150.7 927 - 170.0 684 131.9 927 166.5 708 117.2 927 159.1 699 105.5 927 158.3 698 87.9 927 156.3 695 75.4 927 156.3 695 55.9 827 156.3 695 OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY 641n 170.0 79T 170.0 612 164.5 889 1T0.0 69,1 132.5 869 163.9 683 115.9 869 141.8 669 103.0 869 134.0 660 92.7 869 129.E 654 77.3 869 128.8 652 66.2 869 128.8 652 57.9 869 12118 652 (FROM THE TABLE) OF THE , Win 143.2 746 153.8 634 119.4 746 132.3 620 102.3 746 117.8 608 89.5 746 107.6 599 79.6 746 101.0 592 71.6 746 96.6 587 59.7 748 93.3 583 51.2 746 93.3 583 44.6 746 93.3 583 SELECTED MULLION. IT WILL $ 63In 123.7 677 132.0 679 103.1 fi77 113.2 566 88.4 fi77 100.4 555 77.3 fi77 91.4 548 68.T 677 85.2 539 61.9 677 51.0 534 51.8 877 T7.0 529 44.2 6R 76.7 529 38.7 877 78.7 s29 YIELD A MINIMUM ANCHOR, CAPACITY WHICH MAY BE 3 661n 107.6 817 11d.1 530, 89.T 617 97.6 .518 76.8 817 88.3 509 87.9 B17 78.3 600 59.8 617 726 494 53.8 617 66.7 489 bd.8 817 6d.d d83 38A etT 83.7 482 33.6 817 83.7 d82 USED TO QUALIFY ADDITIONAL 721n 62.9 510 87.1 450 69.1 518 74.2 440 69.2 518 65.2 432 51.8 618 58.8 425 46A 518 54.2 419 41.4 518 50.7 414 34.5 518 46.6 408 29.6 518 45.0 405 25.9 518 45.0 405 ANCHOR OPTIONS FROM THE pp� 76 in 70.5 465 73.7 406 587 465 62.6 39B 50.3 465 54.9 390 44.1 485 49.4 384 39.2 485 A5.3 378[32ZO 465 42.2 374 20.4 465 38.3 387 25.2 465 38.5 364 22.0 465 36.2 363 ANCHOR CAPACITY TABLE ,H7 C 78 In 65.2 441 6110 387 54.3 441 57.7 379 46.6 441 50.6 372 40.8 441 45.4 368 38.2 441 41.5 360 441 38.7 356 27.2 441 34.990 in 42.4 332 418 295 35.4 332 37.0 289 303 332 32.3 2B4 2d5 332 28.6 211 23.8 332 2fi1 276 332 24.1 272 17.7 332 21.3 266 15.2 332 19.6 262 13.3 332 18.7 260BB in 35.0 291 35.9 2B0 29.1 291 30.3 266 25.0 291 26.4 252 21.9 291 23.5 248 19.4 291 21.3 244 291 19.5 241 14.6 2B1 17.1 278 12.5 291 18.8 232 108 in 24.6 230 25.1 908 20.5 230 21.1 205 17.5 230 18.3 201 15.4 230 16.2 198 Ill In 22.8 218 23.1 197 18.9 218 19.4 184 16.2 218 16.8 191 I4.1 218 '14.9 188 - 120in 17.9 187 1B.2 170 14.9 187 - 15.3 167 SulnOate: 2-7k Concrete 3k Concrete 3.5k Co.. H.11- CMU Filled CMU PT Wood Metal Anchor Capacity A11chorType. 3116' Elco Utracon 1/4• Elco 1.111mcon 3116' DeWall Utmconr 1/4' DeWalt Ull-oft, W16' Elco Ullman Ullmconacon 3116, ElwJWA Eko 3/1T DeWall Ullracon4 IW DeWall Uuacon4 114" SS Elco AggraGator 5H6' Ow Ulmcon IW SS Doo AggMGelDr MO Steel Screw(G5) /N2 Steel Screw(G5) ft12 Steel Scmw(G5) (lbs) Edge D stance (ny 1' 24W 1' 2-1/r , 1' 24W 1' ' 2.112* 3.178 1' 2-1/r2-IW 1 2-1/r T 2-112" T 34/8• ' r 0.48' 0.64' 0.324' Embedment pnp t�14' 1�/4' 1-314' 1-314' 1.3I4' 1-374' 1314' 1.314' r 1-1l4' 1.714' 7-1/4' 1-7/4` 1-1/4' 1-174' 1-1l4' 1-1l4' 1.1/4' r 1�18' 1-3r0' lades 2 Anchors®4.75•Min. O.C. I Standard or Offset cap(Fig. 1): 3001bs 390111s 41011wg1bs 63016s 220lbs "I 'be 1844Ibs 2101W 2111bs 7401bs 2301bs 3701bs 320lbs 5801bs 3741bs 664 lbs- 945 lbs 341 Ito 4421bs 560 It. 4 Anchors CJ 1.15' Min. O.C. / Standard (or 03set) Clip (Fig. 2): 4801bs 7001bs WA1bs 1260 lbs 370 lbs WA WA WA 380 IW WA WA 7401bs M WA WA WA WA WA 88216s 8851bs 1120lbs 4 Amhara ® 3' Min O.C. / (2) 2aS Angle Clips I (Fig. 3): 7801be 7801bs 680 IW1bs 125D lbs 4401bs 1740 lbs 1896lbs 6401bs 5W lea7W W 4601Gv .- 6401bs 116011. 748 Bu 880 to. 1892 ms 682Ibs 805 Iho 112015s 3 Anchors ® 0.54' Min. O.C.I U-Clip, Into .100` Alum (Flg. 4): WA WA WAA WA WA N7A - WA WA WA WA WA NIA WA WA WA WA - WA - WA WA. - 9W Ibs 1 Anchor/ F-Oip (FIB• 5): 1951. 195lbs 225 lbslbs 315lbs 1101be 4351bs 8221trs 1351bs 140Iho 1771bs 3701bs 1151bs 185Ibs 160 s 29016s 187 @s 3321bs 4771bs 1701bs 221 Iho2 Anchom 1.15` Mln. O.CI F-CBp (Fig- e): 2401bs 3501bs WA1bs 83016s I1851bs WA WA WA 1901bs WA WA NfA 370 @s WA WA WA WA WA 3471bs 4421bs 5601bs Ld }d F- PRODUCT REVISED as compb&g with tho Florida Building Code NOA-No. 20-0406.08 Expiration Date 05/26/2026 By Mlaml-Dado Product Control NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: I TABLE NOTES: 1.250" 4-1.250"-1 0 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 r ce �t 7I 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3,250" 3.250" �QNy L1rr1/v FIGURE 3: ;� .`�,•.... ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ,.• t,1GENSF (� CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. Q', ® BE USED _ fr : No. 58705 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 .�IA�T�-, BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE FIGURE4: FIGURE5: FIGURE 6: 6063-T5 AND BEA MINIMUM OF.100"THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND ��Q •' OF • .045" THICK (18GAUGE). STRUCTURAL STEEL TOBEAT LFAST.125"THICKAND A36.ALL .100" .100" �.��'•.•F<ORIpP,.•••"���� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25" X 3.25' X .100' 1.25' X 3.25' X.100' �i s • • 0 #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. MULLION FOR MULLION FOR `7/s'ONAL © FIELD -MULLED UNITS FACTORY -MULLED UN RS A. LYNN IMIILREt3, P.E. FL P.E.# 58705 TABLE 10A • - - Mullion Capacity Table (Ibslfe) ANCHOR CAPACITY 125 X3.25 x.fi24 Opening Width (forvedicetlyspendng mulrions) orOpening Height(forhol¢ontall"panning mNGons) ADJUSTMENT FORMULA:, (DP_) ( ANCHOR CAP.,,�,,,,,1 `.MULLION CAP.,,,,,, so In 60In TO In 80 In 90 in too in 120 In 140In 160 in Rectangular Leading Trap/rriang. Loading Rectangular Load g Tmplrriang. Leading Rectangular Loading Trap/fdang. Loading Rectangular Laedog , pariang. Loading Rectangular Loading Tap7lriang. Loading Rectangular Loading Traplydang. Loading Rectangular Loading Trap4tiang. Loading Rectangular loading Tmp?riang. Load g Rectangular Loading TrapRriang. Loading Alum -Tube Mullion .� a ri v a u f ��• G d` z a S f 2 a u `" d` c a o @. r^ as u a d'- a ri e 5 @ '< i4 e 5.6 d` a" _ a o a f as u a d` a _ o -��.P @ a_ v a d` a' .3 a c; u @ Al ag c; a ggz.v d` a �. Al_ a9 u e d` o" a u a f € _'.� d` _ =fix. E @ o d'- rs r" a c o s o § > d` z" 0 ='t`„ @ a o e L.� Q` a a S a f @ as- o e 2 d` s" _ is e i=. `" 5 ¢` ffi _ o ��'- f @ o G P z o f @ o �. =ANCHORCAP.,,, USE THIS FORMULATO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE, 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 NO 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 40 in 170.0 708 170.0 524 170.0 BSO 170.0 S84 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 170D 170.0' 580 169.7 1979 170.0 680 148.5 1979 170.0 NO , OPENING, WHEN IT IS LOWER 50.626 in 170.0 747 170.0 563 170.0 896 170.0[767 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 1525 1977 170.0 756 133.5 1877 170.0 756 THAN THE MULLION CAPACITY -54 in 170.0 797 170.0 612 170.0 956 170.0 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 ON 156.4 1759 170.0 061 134.1 1769 170.0 861 117.3 1759 170.0 861 (FROM THE TABLE) OF THE 50 in 170.0 885 170.0 701 1TO.0 1063 170.0 170.0 1240' 170.0 878 170.0 1417 170.0 944 161.1 1511 170.0 996 145A 1511 170.0 1033 120.8 IS11 170.0 1063 103.6 1511 170.0 1063 90.6 1611 170.0 1063 SELECTED MULLION. IT WILL YIELD MINIMUM ANCHOR 63 in 170.0 930 170.0 7dS 170.0 1116 110:0 170.0 1302 170.0 940 156.6 1370 170.0 101S 1392 1370 1TO.0 1076 125.3 1370 164.0 1082 104.4 137D 155.9 1D72 B95 1370 155.3 1070 78.3 1378 1553 1070 CAPACITY WHICH MAY BE m d 66in 170.0 974 170.0 -789 170.0 1169 170.0 155.6 1248 170.0 1002 1352 1248 158.6 1013 121.1 1248 147.1 1000 100.9 1248 139.0 989 90.8 1246 130.4 978 77.8 1248 129.0 975 - 68.1 124E 129.0 975 USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 72 in 167.8 1049 170.0- 878 139.9 1049 1502 119.9 1049 132.1 B75 104.9 1049 119.1 850 932 1W9 109.7 848 83.9 iW9 102.7 838 69.9 1049 94.3 825 59.9 1049 91.2 B20 52A 1049 91.1 020 0 76 in 142.7 941 149.1 822 118.9 S41 126.8 101.9 941 1112 791 892 941 100.0 777 79.3 541 91.7 766 71.4 941 85.6 757 69.5 941 77.6 744 51.0 941 74.0 737 44.6 941 73.3 736 78In 132.0 994 137B 783 110.0 894 116.9 94.3 694 102.4 763 82.5 894 91.9 740 73.3 .894 W,1 '31 66.0 114 78.3 121 55.0 114 70.7 111 41-1 114 67.0 111 41.3 111, 11A NO 901n 85.9 671 88.7 596 71.6 671 74.9 585 61A 611 65.3 575 53.T 671 60.2 NO 47.7 671 52.1 i5B 43.0 671 48.8 651 35.6 671 43.1 539 30.7 671 34.7 531 26.9 671 373 526 361n 70.8 590 72.0 527 59.0 590 61A 618 50.6 590. 534 609 44.3 S90 47.6 502 39.3 690 43.0 494 3SA 590 39.6 468 29.6 590 34.7 4TT 253 590 31.6 469 22A 590 29.8 464 108 in 49.7 466 50.8 421 41A 466 42.0 414 35.5 456 31.1 408 31.1 466 329 402 27.6 466 29.7 396 24.9 466 2T.1 331 20.7 466 23A 382 17.8 466' 21.2 375 1S.S 466 19.6 370 111 in 41.8 .1 40.1 400 302 .1 39.3 30 32.7 441 34.1 7B1 20A 441 30.2 3. 21A 441 272 376 22.9 441 24.9 372 11.1 441 215 360 16.4 441 19.3 356 14.3 441 17.8 351 - 1201n 363 378 36.9 344 30.2 378 31.0 339 25.9 378 25.8 33d 22.7 378 237 329 20.1 378 213 325 18.1 37g 19.6 321 11.1 37g 16.7 314 144 in 21.0 262 212 242 17.5 262 17.8 239 15.0 262 15.3 236 TAPI F.4nn Anchor Capacity Substrate: 2Tk Concrete 3k Concrete 3.5k Co.. Hollow CMU FBled CMU PT Wood Metal ArohorTTpe: 3116' On. UOmeon 114' Elco Ulm'. 3r16' DeWall UI.conr 1/4' DeWall Utmcom 5116' Elea Utmcon 311G Elw Ulm-UOracon 1/4" Elco 3/16" DeWalt Ultracon• 114' DeWall Uitracon+ 1/4' SS mco AggreGator wig Elco Ultra4on 1/4' SS Elco AggmGelor 0IO Steel Screw(G5) 912 Steel Screw(G5) 012 Steel Screw.(G5) (lbs) Edge Distance Iin): 1" 2-1/r 1" 2-1/2' 1" 2-10 Y 24/r 3.1/8' 1" 2-1R' 1' 24W 1" 2-1/2' 1' 2.112' Y 3116' 7 0,48' 0.54' D.324' Embedment(n): 1-314" 1-3/4' 1.3/4' • 1.3/4" 1.3'4" 13/4' 1314' 13/4" T 1-1/4' 1-1/4" 1-1/4" 1-1I4- 1-1/4' ' 1-1W 1.1/4- IAA i-IM 1-1W T I-W 1378" . lades 2Anchom@4.75"Min. O.C./ Standard cr Offset Clip (Fig, 1} 3901ds 390I1as 450Its - 890lbs 3101be 630lbe 22016s 870lb3 16441ds 270 lbe 280 lbs 3541be 740 lbe 230lbs 370 lbs 3201bs NO Ies '374Ios 664 lbe - g481ba 341 lbs 442lba 5601ba 4 Amhom @ 1.15" M n. O.C. / Standard (or Offset) Mp (Rg. 2): 480lbe 700In WA WA 3201be 1260 [be 370 gas WA WA WA 380 lbs WA WA WA 74011be WA WA WA - WA WA 6821hs 885 lbs 1120lbs 4 Anchors (M T Min O.C.1(2) 2.5 Angle Clips 1(Fig. 3): 780lbs 78016s 6601be 1560 Ibs 6201bs 1260 lbs 440 lbs 1740 lbs 1698 Ito 540 lbs 5W On WA 760 Ibs 460 lbs 740 lbs 8401bs 1160 Ibs 748 lbs 8801bs 18921bs 6821bs ON Ibs 1120 I0z 3Aoohom Q 0.54' Min, O.C.I U-Clip, Into .100" Al- IN 4)i WA WA WA WA . WA WA WA NIA WA WA WA WA WA WA WA WA WA WA WA N/A WA WA 950Ids 1 Anchor/ F43ip (Flg.'5): 1951bs ,1iiWba 225IW 4451be 155lbs 315 lbs 110 lbe 435 nos 822lbs 135 lbs 141, 1771bs 371 lbs 115lb, 105 Ibs 160 Its 290 lbs 1871bs 52lbs - 4731bs 170lbs 2211bs . 2801be 2Anchom Q 1.16' Mi .O.CJ F-Clip (Fl0. 8): 240IOs 3501bs WA WA 1601bs 630 lea iBS lbs NIA WA • WA 1901bs WA WA WA 370 lbe WA WA WA WA WA 341 Ibs 4421ds S601bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR FIGURE 1: FIGURE 2: FIGURE 3: A FIGURE4: FIGURES: ' s s 1E 5TANUARU CLIP. TABLE NOTES: 1.250" 1.250' 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 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 ANGLE SHEETS 21-23. HOLES TO BE DRILLED. IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.250" 3.250" CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. IN USED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 624" L " 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND _L ib .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST A 25" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 125" X 3.25"X.624" 125" 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 NOA-No. 20-0406.08 Expiration Date,0512612026 . By7. Miami -Dade Product Control, ONY....... � ��•.• LICENS �� i No.58705 - '� so �= T'•.A7 OF �C�s •'•f,IORfDh..•'G�C��: 1170NALIE\J\�.�� . A. LYNt I Ii tER. P.E. FL P.E.# 58705 TABLE 11A Mu816n Capacity Table Obsite) ANCHOR CAPACITY 126024 Opening Wdth (farvedicelly-spamilng mullions) orOpening Height(forhorizaNalt"panning mtdGors) ADJUSTMENT FORMULA: ANCHOR CAP.,-, (DPrce) X ( �) MULLIONCAP.,,CAP SO in ' 601n 70 in 80 in I 90 in login 120 in 140 in 160 in Rectangular Loading g Trap/fdang. Loading g Renan9ular Loading g TtaplTHang. L-4. g Rectangular Loading g Trap/fiiong. Loading 9 Rectangular Loading 9 TlapTriang. Loading 9 Rectangular Loading 9 Trapfrdang. Loading 9 Rectangular Loading 9 Ttaplrriang. Load' m9 Rectangular L-fin 9 Trap/rdang. Loadin 9 Rectangular Loading 9 TraprTdang. Loading 9 Rectangular Loading 9 Traprrtimg. Load' m9 %•6� Alum. Tuba MuRlon z., o f @. u d' � u � d` a is � @. o e ='P d` rc u � � o a _`Q d'- z ri �' � � =' <P d` z u �, .sue <i a r.S � z ri �' f �. u a Z.?�t d` a u f �- a ="'� � a e� f � ise't d` r E _• a� o' 9 ='= d` a .6 u r° f � � rc ri � _, aA a r.P � a a u" a`� E € a ="'Q d` s` o E � o ci a se d` ¢ a is _' � � a� u a £P d` s" a is f �. a@• u a L' Q` a f �. to .5 ri = ?Q -ANCHOR CAP, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 VD.0 606 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 14BO 110.0 521 170.0 1735 170.0 S21 170.0 1983 170.0 521 48 in 170.0 708 170.0 524 170.0 850 170.0 Set 170.0 992 170.0 630 170.0 1133 170,0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 6B0 170.0 1983 170.0 68D 170.0 2267 170.0 600 OPENING, WHEN IT IS LOWER 50.625 in 170,0 747 170.0 563 170.0 896 170.0 631 V0.0 1D46 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 T47 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2,391 1701.0 756 THAN THE MULLION CAPACITY 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 7275 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 855 170.0 1913 170.0 661 170.0 2231 170.0 861 1601 2403 170.0 861 (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL 60 in 170.0 685 170.0 Tot 170-0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 � , 170.0 946 170.0 1594 170.0 996 170.0 1T71 170.0 1033 170.0 2125 170.0 1043 148.3 2163 170.0 1063 129.8 2163 170.0' 1063 YIELD A MINIMUM ANCHOR 63 )n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170-0 940 170.0 1403 170.0 1015 170.0 1573 170.0 1076 170.0 1859 170.0 1122 156.9 2060 170.0 1169 134.5 2060 170.0 1171 117.1 2050 170.6 1171 CAPACITY WHICH MAY BE rn 661. 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155. 170.0 1948 170.0 1210 143.0 1366 170.0 1275 122.6 1966 170A 1286 107.2 1966 170.0 1280 USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE m 72in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1315 138.7 1734 169.8 1386 115.6 1734 155.9 1364 99.1 1734 160A 1352 86.7 1734 1502 1352 ANCHOR CAPACITY TABLE. a 76 in 170.0 11T2 170.0 93T 170.g 1346 170.0 1080 168.5 1556 170.0 1209 1d7.4 1556 1fi52 1285 131:1 1556 151.5 1266 117.9 1556 141.3 1251 98.3 7556 128.3 1229 842 1556 1223 1219 73.7 1556 121.2 1216 78 in 170.0_ 1151 170.0 967 170.0 1381 170.0 1116 155.9 1471 '169.3 tTdS 136.4 1477 152.0 1224 1212 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 T7.9 7477 110.8 1158 692 1417 109.3 1154 90 in 142.0 1110 146.5 986 118A 1110 123.9 968 101.5 1110 107.9 951 BB.B 1110 96.3 936 76.9 1110 87.6 922 71-0 1110 807 910 69.2 1110 71.3 691 50.7 1110 65.6 878 44.4 1710 62.7 870 96 in 117.0 '975 '120.3 872 97.5 975 101.5 B5fi 83.6 975 88.3 842 73.2 975 78.5 829 65.0 975 71.2 617 58.5 9T5 65.4 807 48.8 975 57A 789 41.8 975 523 776 366 975 49.3 167 108 in 822 771 84.0 625 68.5 771 70.7 585 58.7 T71 61.3 674 SIA 771 54.3 664 453 T71 490 655 dt.t 771 44.9 647 34.3 771 38.9 632 29.4 711 35.0 621 257 771 32.4 612 1111n ,75.7 730 77.3 661 63.1 730 65.0 650 54.1 730 563 640 47.3 73D 49.9 631 42.1 730 45.0 622 37.9 730 41J 614 31.5 T30 35.6 600 .21.0 730 31.9 589 23.7 730 29.5 6B1 120 in 59.9 624 .1.0 569 49.9 fi24 51.2 560 d2.8 fi24 4d3 552 37.5 624 392 544 333 624 35.3 537 30.0 61A 32.2 531 25.0 624 27.7 519 21A 624 23.6 509 .18.7 62d 22.5 501 144 in 34.7 433 35:1 400 28.9 433 29.4 395 24.8 433 25A 390 21.7 433 22.4 305 19.3 433 20.0 1.1 17.3 433 18.2 376 Substrate 27k COM Mle SK Canc ele 3.5k Com. Holirnv CMU Filled CMU PT WODO Metal Anchor Capacity ArctorType 3/16'Elco Unman 1/4'Elco Ultmon We, Dewan Daman. 114-DeWat UnMal. , 511GI Ele. LiMacon 3/16'Elco U8mla1 I I-E116 Little. 3MUDeWan Unman. 114'Dewall ultrxm. Anracon 1I113 16•Elco 1/4-SS EIco AggoaGator #10 Steel Senw(D5) 02 Steel Sciev(G5) #12Sted Scrm(G5) Ob.) Edge DIM-e Onl 1' 2-1/T 1' 2-1/T 7• 2-12' 1' 2-12' 3-1/8' 1- 2-1/2' 1' 2-17 i' 2-irr 1' 2-1/2' 3-1/8' 2" 0.41r A54' 0.324' Embedment Onl 14'4' I-W 13/4' 1-W 13/4- 13/4' 1-W 13/4- 2- 1.1I4' 1-1I4' 1.1/4- 1-114- 1-1/4' 1.1/4' 1-11d' 1-1/4' 1-1/4' 2' 14'8Y 13/8, lmles 2 ArtrOM @ 4.75- MIM O.G / Standard Or.Cfael Clip (Flg. it 39a IDs 390 its 450Ibs 890 n5 310 lbs 630 lbs 220 lbs 870 the 1644 Ibs 270lbs 28010s 354 lbs 740 gs 2301ts 370 lbs 32011s 580 lbs 64 lbs 946 ros 341 Its 442lbs 560Ibs 4Anchm®1.15'Mtn O.C./Standard(orOOsel)Cffp(Fg.27 4901bs 7001be NIA N/A 3201bs 12SO IbS -3701bs WA N/A WA 380 Its NIA WA N/A 740 Ibs NIA NIA -NIA WA - 682Its 8851bs 1121Its 4Amhom@3'Mln.O.C./(2)2c5Anye Cllpsl(Rg.37 780lbs 780Ite 68D lbs 1560 Ibs 6201bs -12601tS 440 lbs ' 1740 lbs 1896lbs 640 Ibs 560 ae' NIA - 7601DS 460Its 740 lbs 6401Ds 1160Its 860 lbs 1B92 Ins 6821ts B85 lbs 1120 Ibs 4 Anchors (j O.SC Min. O.C. / U•CBp. Into.100" Alum. (Fg. 4) N/A WA NIA NIA NIA NIA WA WA NIA WA NIA NIA ILIA NIA WA 14IA • NIA N/A WA' WA WA 1267It s -1 Anch74'/FLllp (Flg. S} 1951D5 195105 225 lbs 445 Its 1551ns 315 lbs . 1101bs 435105 822IDs 1351bs 1401ts 1771bs 370 MS 1151bs 1851bS 160IM 290 lbs -332105 413lbs 170 Us 221 lbs 280Ibs 2Amhote ®1.15' MDL O.CJF�IIp (Flg. 6). 24010s 3501bs NIA NIA 1601D4 63011s 185105 NIA NIA WA 190 Ite NIA WA - N/A 370Ibs NIA WA NIAI NIA WA 341 Its 442lbs 56D Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: ® e FIGURE 3: FIGURE 4: FIGURE 5: M0 FIGURE 2: o ANGLE CLIP MUST 0 BE USED IN PAIRS. FIGURE 6: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 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 At] 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 0.65. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S. OR 410 S.S, 1.25' X 3.94' X .624' MULLION PRODUCT REVISED - as complying with the Florida Building Code NOA-No. 20-0406.08 . . Expiration Data 05/26/2026 Miaml-Dade Product Control � ��?'LIGENSF ••����. '� No. 58705 0ST TE OF A. LYNN MILLER, P.E. FL P.E.# 58705 Mullion Capacity Table (lbsBtz) ' Opening Width (forvergrally-spanning mullions) or Opening Height (for horizontally -spanning mullions) _ 501n 601. 701. 60 in 90In 1001. 120 in 140 in 160 in 2X4X.25 Rectangular Loading . TraplTd.re. Loading Rectanguar Loading Trep/Tdang. Loading Rectangular Loading TraplTdeng. Loading ReclangWer Loading Trapridang. Loading RectmgWar Loafing TrepRdeng. Loading RegangWar Loading TrLcading Loading Rectangular Lowing T Loadindg. Loading Rectangular Loafing Trap.drrig. Loading Rectangular Loading T .-Ungg Loafing Alum. Tuba Mullion a �. �o x 3'e d`C �• �' 8 g' Ec. x A a go 1.c ¢nc x S 9 g s x 8� 3a d`o: r 3 9.6' fo x• �� 39 d`rc ° 3 3 s� r 3� f' ale 3 sue, gx d`tC a u ig� gc x �$ 1i s d`¢a`'o:d`rc x m 35 3a x, A g e x 3 3x' x A� BE x .� 8 5 a �G e e XX z• .m ^S� x A G u A -� b�G E a w .'3 �c x A a gR �- drc z; 2. s �$ x a. Ise u z x 13 �c x A I g d`rc x A j3 x W G IS 1 ,?' a g2 a � riS x m ^3� 29 A g'¢, fiat 42 in 170.0 620 1.70.0 435 170.0[744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519, 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 ' 521 170.0 1735 170.0 521 170.0 1983 170.0 521 481n 170.0 708 170.0 524 170.0 170.0 684 170.0 992 170.0 63D 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 2267 170.0 680 60.625In 170.0 747 170.0 563 170.0 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 .541. 170.0 797 170.0 612 170.0 170.0 691 170.0 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 170.0 661 170.0 2231 170.0 861 170.0 2550 170.0 661 601n 170.0 885 170.0 701 170.0 170.0 797 170.0 1240 170.0 678 170.0 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 160.6 2680 170.0 1063 631n 170.0 930 170.0 745 170.0 170.0 850 170.0 1302 170.0 940 170.0 1486. 170.0 '1015 170.0 1673 170.0- 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1169 1663 2553 170.0 1171 146.9 2553 170.0 1171 681. 170.0 974 170.0 789 170.0 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 1286 1379 2437 170.0 1206 C m 721, 170.0 1063 170.0 171 1T0.0 170.0 1We 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1488 124.8 2184 170.0 1529 109.2 2184 170.0 1530 J 76 In 170.0 1122 170.0 937 170.0 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 13M 165.1 1960 170.0 1421 148.6 1980 170.0 1505 123.6 1960 161.6 1548 106.1 1960 1 164.0 1535 92.9 1960 152.7 1531 � 78 in 170.0 1151 1 170.0 967 1170.0 1361 170.0 111(P 170.0 1611 170,0 1250 170.0 1842 170.0 1369 1527 1861 1 170.0 1474 137.4 1861 167.1 1500 114.5 1861 147.3 1473 902 1861 139.8J145985.9 1861 137.E 1454 90 in 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127.8 1396 136.0 1198 111.8 1398 121.3 1179 99A 1398 110.2 1162 89.5 1398 101.6 1147 74.6 1398 89.8 1122 63.9 1398 82.7 1398 78.9 logo 961n 147.4 1229 151.6 109E 122.9 1229 127.8 1079 105.3 1229 1112 1061 92. 1229 98.9 1044 81.9 1229 89.6 1029 73.7 1229 824 1016 61.4 1229 72.2 993 62.7 1229 65.9 1229 62.1 967 IDBin W3.5 971 105.8 677 86.3 971 89.0 862 74.0 971 772 849 64.7 971 68A 837 57.5 .971 61.8 825 51.8 971 56.5 815 43.1 971 49.0 796 37.0 971 44.0 971 40.8 771 III In 95A 919 97.3 832 79.5 919 81.9 819 68.1 919 70.9 806' 59, 919 629 794 53.0 919 56.7 78447.7 919 518 774 39.7 919 44.8 756 34.1 919 40.2 919 37.1 732 120In 75.5 796 76.8 716 62.9 788 64.5 7D5 53.9 786 558 695 47.2 786 49.4 686 41.9 788 44.4 677 37.7 786 40.5 668 31.5 786 34.9 653 27.0 786 31.0 786 28.4 631 144 in 43.7 546 M.2 504 36.4 546 37.0 498 31.2 546 31.9 491 27.3 546 28.2 485 24.3 546 25.3 479 21.8 546 22.9 474 162 546 19.5 464 15.6 646 172 548 15.5 KB ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X (ANCHOR CAP.,,,,,\ `MULLION CAP,,,,,,„, =ANCHOR CAP.Q, 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 USERTO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE . ANCHOR CAPACITY TABLE Substrata: 27k Concrete 3k Concrete 3.5k Corc. HoBmw CMU Filled OJU PT Wood Metal Anchor Capacity ArctnrType 3r16' Elc0 Unracm 114• Elco Ullracm 311E DeWall Ullman. 1/4' DeWah Ultocont 51le' Eico Ullracon . 3/16• Elco Unracm 1/4' Eko Ullman 3116' DeWan Ullracm. V4' DeWat Ullracm. 1W SS Eico AggreGaia 5/16' Elco Unracon V4' SS Elco AggreGator e10 Sheet Screw (G5) 912 Steel Screw (GS) /n2Ste e Screw (G5) Poe) Edge Olslance (nT 1' 2-11T 1' 2-V2' - 1' 2-112" 1" 2-1? 3-118' 1' 1' 2d/2 1' 2-11T 1• 2-12' 2' 3-1/11 . 2•, 0.48' 0.54' 0.321' F�nbetlmerl (mj 1-V4' l-W 13/4' '1-&,r 1314' 13/4' 13/4' 13/4' 2' - 1-114" 1-114' 1-114' 1-114• i4hr 1-1/4' 14W 1-1/4' 1-114' 2' 1318' 13B' lmies 2Ancbors Q4.75-Min. O.C./ Standard or Offset Clip (Fig. 10): 3901DS 3901DSI B901DS 3101Ds 6301DS 22D IDS 8701DS 1644@S 2701D5 3541D5 740 IDS 2301bs 3701DS 32010S 680 IDS 3741DS 664 Ibs• 946lbs 3411DS 4421DS 5601DS 4Anclim ® 268• Mill O.C. / Standard (or Offset) Ciip (Fig. 3j 740 lbs 740 lbs 14851D5 6201Ds 12601D5 4301DS 17301D5 14241D5 IUA NIA 6J5IDS 4251DS 7401DS 5751DS 11101bs N/A B801DS WA 021DS B851DS 1120IDS SAnchas®1.71•Min O.C. l Standard(orOffsel)Cllp(Fig. 4j 885 oS 105010 19461DS 7051D5 16901Ds 608 IDS 2558 IDS NIA WA r7051bS N/A 799 Me 506IDS 11f0lbs 6191ts 14781DS NIA WA WA 10221DS 1327ID5 16M IDS 4 ArctnR ® 3' h11n. O.C. 1(2) 245 Angle COps / (Fig. 5) 7R IDS 78 l5 1560 IDS SM Ibs 126010S 440 IDS 17401DS 18961DS- 540 IDS NIA 760IDS 46D IDS 7401DS 640IDS 11601DS 748IDS 8801DS 18921DS 682 IDS 885IDS 1120 IDS 6 Anchors @ 3' Mln. O. C. / (2) Dc5 Angle Clips / (Rg. 6j 11701M 117005 2340 1D5 930105 16901I5 660 05 2610105 28M Ibs 810 S N/A 11401b5 6001M 11101bs 96010s 174010s 1122I6s 1320 IDS 2836 IDs 1022105 1327 IDs 1680 Ind3 Anchors aQ 1.34•Min.O.C./U-COp, Into.125'Alum.(Flg. 7j WA WA NIA NlA N!A NIA WA IJlA IUA NIA WA N/A WA. NIA NIA NIA N/A WA WA NIA 07316Anchors® 0.64' Min.O.C. /U4111p•Inlo.12VAlum.(Rg. ej NIA WA NIA NIA NIA tUA WA IUA N/A NIA tllA NIA IVA NIA WA N/A NIA WA WA NIA 21 Its 2Archors ®2.66' Mln. O.CJ F-Cllp (Rg. 9j 3701D5 3701DS 743 IDs 3101bs 6301D5 2151D5 8651D5 712 IDs WA 280 IDS N/A 378 ns 2131D5 370105 2681DS 565lbs NIA 4401Ds WA 34105 4421DS 5(D 1053 Anchors®1.71• Min. O.CJ F-08p(Fig. 101 4431D5 5251ts 9731[6 35310s 945 lbs 3041DS 1270- NIA NIA 3531DS NIA '9991Ds 2531DS 655 IDS I 309105 7391D5 NIA NIA WA Sit lDs 6641DS B401D5 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUt:i Ab I tit b IAINUAKU BLit'. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. " FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • • • • • • • 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 5: FIGURE 6: • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE �OT TO SCALE. FOR IN THE FIELD FOLLOWING DIMENSIONALRESTRICTIONS SHOWN ON SHEETS 21CT 1�3SE HSUGGESTED, DRILLEDE SHEETS 21-23. HOLES TO BE - . FIGURES OW GGESTED, APPROXIMATE HOLE • • CATIONS LOCATIONS. FIGURE 7: FIGURES: FIGURER FIGURE 10: ANGLE CLIP • • (FIGURES 5&6) 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 R 6063-T5 AND BE A MINIMUM OF HICKTHICK, STEEL STUDSRS N A MINIMUM GRADE E AND LEATHICK R GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 2"X4'X.25'MULUON PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date 05/26/2026 By Miami -Dade Product Control LYNN No. 56705 S•'�� ���•. AT OF ZONAL A. LYNN' ILLER, P.E. FL P.E.# 58705 I Ab1Lt 1JA Mullion Capacity Table IbsAt2 Opening _Width (for vertically-spartrlrg mullions) or Opening Height (for fnrizontally-spardrg mullions) ANCHOR CAPACITY ADJUSTMENT FORMULA; 2x6x,26 50 in Sol. 70In 801n 90In 100In 1 120 in _ 140In 1601n ANCHOR CAP.,,o,,,,,, (DPm)X MULLION CAP.,,,,,„, Roo out. lned'mg Trop/Tdang, Loafing Roclangular Loafing Traparfeng• Loafing Rectangular Loading Trapr1l Loadng Rectangular Loafing Tmp/Tdwg. Loafing Rectangular Leafing TrepfTdang. Loafing Roctangular Loafing Trep7Tdang. Loading Rectangular- Loadmg Trep/TdenU. Loafing Rectangular Loafing -Trap/rriang. Loafing Rectangular Loading Trepffrlang. Loadn9 Alum. Tuba Mullion a, o a 6G i? a 999le r W r A^ ei ' '3 a A �'"-o G gr3fo a o^ p A _ a �� ` R r A- = a �� _ 4`a a a _ _ erg. a a� e? 2 r d`re a m ci _ �� a $ e2 a r, d`re a R ri q g_ �� r MA ei -e s, $rc R ci f� m� ci 9 £ d`zm m l ei 3 �o aG ri S 3 fir a°l ei. �� aG . ei a d`re a AG rim _' •3 dz" A a �o aG _ d`aw A sue, '6G o t� 4`do a iT g �o •qG ei 9 E d`a a ri �q nG v 5 d`a .m d 2- .a ei a 5 a .2& ri mo Wig. ri 5t =ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE."ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 1 170.0]74 170.0 992 170.0 519 170.0 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 170.0 703 170.0 524. 170.0 850 170.0 SM 170.0 892 170.0170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680 OPENING, WHEN IT IS LOWER 50.625In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 .170.0 756 170.0 2092 170.0 758 170.0 2391 170.0 756 THAN THE MULLION CAPACITY 541. 170.0 787 170.0 812 170.0 • 950 170.0 fief 170.0 1118 170,0 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 881 170.0 2231 170.0 861 170.0 2550 170.0 861 (FROM THE TABU) OF THE SELECTED MULLION. IT WILL 60 In 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 170.0 1417 170.0 044 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1003 170.0 2479 170.0 1063 170.0 2833 170.0 1063 YIELD A MINIMUM ANCHOR 831n 170.0 930 170.0 745 170.0 1118 170.0 850 • 170.0 1302 170.0170.0 1488 170.0 1015 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 , 2231 170.0 1189 170.0 2603 170.0 1171 170.0 2975 170.0 1171 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL r� 68 In 170.0 974 170.0 789 170.0 1169 170.0 803 170.0 1364 170.0 170,0 1558 170.0 Was 170.0 1753 170.0 ' 1155 170.0 1948 170.0 1210 170.0 2333 170.0 1275 170.0 2727 170.0 1286 170.0 31i7 170.0 1288 ANCHOR OPTIONS FROM THE m72 in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.6 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1529 170.0 3400 170.0 1530 ANCHOR CAPACITY TABLE. J 76In 170.0 1122 170.0 137 170.0 1346 170.0 1080 170.0 1570 170.0 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1629 170.0 3140 170.0 1694 170.0 3689 170.0 170578 in 170.0 1151 170.0 987 170.0 1381 170.0 1116 170.0 1611 f70.o 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 1700 170.0 M3 170.0 1777 170.0 3883 170.0 179890 ie 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2656 170.0 1918 170.0 3188 170.0 2125 158.0 U13 170.0 2273 135.5 3413 170.0 2361 96 In 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 170.0 2267 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.D 2095 16D.0 3199 170.0 2338 137.1 3199 166.6 2470 120.0 3199 158.1 2428 1081. 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 170.0 2550 170.0 2078 164.8 2781 170.0 2271 148.3 27811161.91333 123.8 2281 105.9 2781 125.9 2234 92.7 2781 1160 2190 litfn170.0 1638 170.0 1454 170.0 1968 170.0 1700 170.0 2293 170.0 170.0 2e21 170.0 2149 151.8 2632 1623 2245 136.6 21e 113.8 128.4 2168 97.6 2632 115.1 21281201n 170.0 1771 170.0 1586 170.0 2125 170.0 t859 154A 2252 1599 135.1 2252 141.4 1064 120.1 2252 127.2 1938 108.1 915 90.1 fl2781140.4 99.8 1872 77.2 2252 98.9 1838 87.8 2252 81.4 1808 144 In 125.1 1564 126.6 1445 104.3 1564 106.1 1425 89.4 1584 gl.5 1407 78.2 1564 80.7 1390 69.5 1564 72.3 1373 626 354 52.1 58.0 1330 44.7 1566 49.2 1305 3B.1 1584 44.4 1283 TAR] F 13R Substrate: 27k Cororete 3k Concrete Hollow CMU Filled CMU PT Wootl - Metal Anchor Capacity AroMrType. 3116' El.. Uluacon 114' Elco llltreeon 311E DeWaa Uarseori+ 114' DeWall U tracol 3176' Elce Ultreeon 1/4' Etc* Men- 3/16' DeWalt Ultraeon+ 1W OeWalt UBraeon+ 114' SS Eleo A reGator gg 5/16- ElcoCo Ultracon A ggreGalor #10 Sleel Screw (G5) W72 Sleel Screw (GS) #12 Steel Screw (G5) (lbs) - Edge Dole.. Orly -1" 2.12' t 2-1? V 2-ir7 1- 2.1/7 1' 2.1f7 1' 2-12' 1' 2-112- - 1` 2-10 - 7 3-V8' 7 0:49' 0,54' 0.324' EmWdmenten7 1.314' 1.1/4' 1-T4' 1.314' 1-3/4' 1-3n4' 1.3f4' 1-V4'1-1/4' F3232 1.1/4' 1-1/4' 1-114- 1-114' 1-1/4- 1-1/4- 1.1/4- 1.1/4' 1-1/4' Y 1�8'. t�18' vales 2 Ancl4ors@4.7S MIn, O.C./Standard or Offset Clip (Fig. 162): 3901M 390lbs 4501M 8901bs 310 too 630lbs 220 lbs 870 lbs 270 lbs 2801bs 354les 740lbs 2301M 370lbs 3201M 5801M 3741he 664lbs .9461M 341 lbs 4421bs 66011. 4 Arolrors @ 4.68' Min, O.C. / Standard (or Offset) Clip (Fig. 3): 7801M 7801M 9001M 17801M 6201M i2601M 9401M 17401M 5401M 5601M 7081M 1480IM 4601M 7401M 8401bs 11601M 7481M 12721M 18921M' - 6821M BBS IM 11201M8 Anchors @ 1.71" Min. O.C. / Standard (or 09sel) Clip (Flg. 4j: 1180 Ite 14001M ID101M 25951M 9401M 25201M .8101M 34401M WA 940 IM WA 1065IM 6751M 14801M 8251M 1970 IM NIA WA - WA 1363 IM, 1770lbs 22401M4 Anchors@3-Min. O.C./(2) 2c5 Angle Clips/(Fig. 5): 780 tM 7801M fiB01M 15601M 6201M 12601bs 440 lbs 1740 IM 5401bs 5601M WA 7601M 4601M 7401M 6401M 11601M 7481M 8801M 18921bs 6821M 885IM 11201M ' 8 Anchors @ 3' Mn. O.C. / (2) 2x5 Angle gips / (Fig. 6} 1560 Qu 7560 ms 13601M 3120 IM 12401M 25201M BBO IM 34801M 37921M 10801M 112010.s WA 15201M 0201M 14801M 12801M 23201M 1496 ms 17601M 3784 lbs 13631M Mottos 22401M 12 Anchors @ 1.5' Min. O.C. / (2) 2x5 Angle Clips I (Fig.7): 1660 lbs 2100 Ibs 14401M 37801M 1260lbs 37861M 12001M 51001M WA WA 13201M WA 15001M 960 IM 22201M 11401M 28801M N/A WA NIA 26541bs 33601M4Arohors@1.34'MIn.O.C./LLCllp,Into.125'Atom.(Flg. e): WA WA 'WA WA WA WA WA WA WA WA WA WA WA WA N/A WA WA NfA WA NIA �204�51b�s WA 14301M6 Anchors @ 0.64• MIn, O.C. / 11Gip, Into .125Alum (Flg. 9): WA WA WA WA WA WA WA NIq WA WAWAWAWA WA WA Wq N/A WA WA WA 28611M 2 Anchors @ 4.W Min, O.CJ F-CBp (Fig. 10f 390IM 390IM 4W IM 890IM 3101bs 6301M 22(1 Ihv 870 les 18181M 2701M 280 IM 354IM 7401M 2301bs 370IM 320IM 5B0IM 374 IM 6361M 946 IM' 341 IM 44211 560 IM 4 Anchore @ 1.7V Min, O.CJ F-Cllp (Fig. I Iyl 5901M I 7001M SOS Ibs 12981M 1 4701M 12601M I 405 IM 17051bs WA WA 4701M WA 5331bs I 3381M 7401M 4131M 8851M WA WA I WA 6821M 8851M 1120IM NOTE: E: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN EHN AND ANCHOR VALUES AS 1 HE S IANDAHU CLIP. TABLE NOTES: .250" FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE tD: 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 ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. -FOR EXACT DIMENSIONS, SEE SHEETS 6.0001' • • • • • • • 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 YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 T5 AND BE A MINIMUM OF .125" MUUSS T BE THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO • •, • • • • • • USED IN PAIRS. 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 MAYBE STEEL, 18-8 S.S. OR 410 S.S. 2• X 6' X .25' MULLION PRODUCT REVISED ' as comp)yying with the Florida Bullding Codo NOA-No. 20-0406.08 Expiration Date 05/26/2026 By LYN * / No. 58705 :a yc_ (M101ATE 0 •�; %�O� ; • (U ,70NAL AMill E� "G>• A. M M illL�' P.E. . FL P.E.# 58705 TABLE 14A • Mullion Capacity Table Ibstfl ANCHOR CAPACITY • Opening Width (for17er11cally-spannng mullions) or Opening Height (for horizontally -spanning mullions) ADJUSTMENT FORMULA: 1.26" x 2.11" 501n Sol. - 701n 801. - -901n 100in 120In 140in 160In ANCHOR CAP.,o,,,", (DR,a)X ( ) MULLION CAP.,o,,,,", ReElenOuiar Loading TrapRAang. Loading ReclangWor Loading TrzplTAang. . Loading Rectangular Loadng Tmp'Tdarg. Loading Rectangular Loading TrepRAarg. Loading Rectangular Loading Trap/TAarg. Leading Rectanguar Loading TrepR'darg.j Loadingding ngular Trep/Tnarg. Loading Rectangular Leading TrapRdarg. Loading - Rectangular loading Trap/Triarg. LOadlrg x.125"Alum Tube Mull 3 z• u 3 a x• G a d` a ti 2iE a t3 dat .c 3� f zr _ ��. r S a x B f a 3 do a 3 2a ci " drc ?• c7 � E� 2c t3 d .;_••^ 3 5�. 1 3 d da: ?• o s� ?• cF9 a s ¢a a•^ 3 o� -E� 3"_t r� d`rc _t d r o �i. z' dn� �L �� z' r d¢ a a� z:• tUSE d ;_'„' € �<. a dz .. E 2> drc =ANCHORCAP.e, THIS FORMULgTO OBTAIN THE"ANCHOR CAPACITY REQUIRED"CORRESPONDING TO AN ACTUAL PRESSURE 421n 144.2 625 167.0 428 120.2 526 14&9 419 103.0 526 138.s 414 90.1 526 134.6 411 80.1 526 1341 411 72-1 526 134A 411 526 134.1 411 51.5 526 134.1- 417 45.1 526 134.1 411 481n 98.6 403 108.0' 334 80.5 403 94,7 325 69.0 403 86.4 320 60.4 403 81.4 317 53.7 403 79.1 316 46.3 403 78.6 314 403 78.6 314 34.5 403 78.8 314 30.2 403 76.6 314 REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER 50.6251n823 362 91.0 301 68.8 362 1.79.3 294 58.8 362 71.9 289 51.5 362 67.2 266 45.7 362 64.6 :284 41.2 362 636 283 362 63.5 283 29.4 362 63.6 283 25.7 362 63.5 283 THAN THE MULLION CAPACITY - 541n 67.8 318 74.1 267. 56.5 318 64.2 261 48.5 318 5T.7 256 474 318 fi3.5 253 37.7 318 50.8 250 3&9 318 49.5 249 318 49.1 248 24.2 318 49.1 248 21.2 31s 49.1 248 (FROM THE TABIE)OF THE SELECTED MULLION. ffWILL C 601n 49.5 258 53.1 219 11.2 258 45.7 214 35.3 258 40.7 210 30.9 268 37.2 207 27.6 258 34.9 204 24.7 258 314 203 258 32.2 201 17.7 258 322 201 15.5 258 32.2 201 YIELD A MINIMUM ANCHOR 831n 42.7 234 45.6 200 35.6 234 39.1 195 305 234 34.7 192 28.7 234 31.6 189 23.7 234 29.4 186 21.4 234 28.0 184 234 26.6 183 15.3 234 26.5 183 13.4 234 25.5 183 CAPACITY WHICH MAYBE - 66In 37.2 213 39.4 183 31.0 213 '33.7 179 28.5 213 29.8 176 23.2 213 27.0 173 20.8 213 25.1 170 18.8 213 23.7 169 213 22-2 167 13.3 213 22.0 166 11.8 213 22.0 166 USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 72 in 28.6 179 1 30.1 1 155 23.9 179 25.6 152 2a4 179 225 149 17.8 179 20.3 147 15.9 179 18.7 Las ANCHOR CAPACITY TABLE. 76 In 24.3 161 25.4 140 20.3 161 21.6 137 1F.A 161 ISO 135 15.2 161 17.0 133 78 in 22.5 152 23.5 '133 1 148 152 1 19.8 1 131 1&1 162 17.5 128 no iti Substmla: 27k Concrete 3k Concrete 3.5k Conc. Hollow CMU I Filled CMU PT Wood Metal Anchor Capacity - Anchor Type: 3/16' Elco Nl2can 174' Elco UIL cm 3116' Downit Ullracw+ 1/4' D.Well Ullr4con+ 5116' El.. Ultrecon 3118' Elco Ulaacon 1/4' Eico Uhracon Me' DeWalt Ullracon+ 1/4' DeWall Ullracon+ 114' SS Elco AggreGalor 5116" Elcn Ulllacen 1!4' SS Elco AggreGatar Me Steel Sc (G5) #12 Steel Scnlw(G5) 412 Steel Screw(G5) (Ibe) Edge Dlslaue 0n): 1' 2-1/2' 1' 2-112' 1' 2.12' 1' 2-112' 3-118' C 2-1/2' 1' 2-112' 1' 2-1YC 1' 2.112' � 2' &1/8' 2' OAB' 0.54" 0.324' Embedment fin): 1314' 13I4' 13/4' 1314' 1314' 13/4' 13f4' 1-3/4' 2' 1-1/4' 1-114" 1.1/4' 1-1/4' 1-114' 1-1/4' 1-1/4' 1-114' 1-1/4' 1-111" T 13/8' 13/8' vends 4 Anchors®37Min. O.C./(2) 2(5 Angle Clip I(Fig. 1): 780 Ihs 7801Ds 680 Ibs ISM IN 620 IDs 1260lbs 440Ibs 174016s 18961bs 54010s 5601hs WA' 76D Ibs 4601hs T40Ibs 64016s 11601hs 748 IDS 1 6801bs. 1892Ibs .1121Ds 865Ibs 112016s 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) MULLIONAND MULLION CUPS 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. 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-T5AND BE MINIMUM OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST A25' 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 complying with the Florida Building Code NOA-No. 20-0406.08' Expiration Data 05/26/2026 -By ,'f Miami -Dada Product Control ()`g1Y L I IVlil y No. 58705 %��BTA OF O �V ` S TONAL 1,, A. LYNN MILLER, P.E. FL P.E.# 58705 TAFILE15A Mulllon Capacity Table (Ibsme) ANCHOR CAPACITY _ _ Opening Width (foruerlically-sparring mullions) or Opening Height (for horizordally-sparring mullions) ADJUSTMENT FORMULA: 3.26" 30 50In 60 in 701. 801n 901n - 1001n - 1201n 140In 1601n ANCHOR CAP.,„,,,°, (DP�)X ( ) Rectangular Loafing Trap/TAan9• Loafing Rectan8lAer Loafing TmprtAeng. Loadn 9 Rectangular- Loadn 9 TrapRdang. Loadn 9 Rectangulu L-M 9 TmpRAan9• LoadnIt Rectangular Loadm 9 TmplTdan9- Loadn 9• Rectanguar Loafing TmpRAang. Loading Rectangular Loafing 'TrapRdeng, Loodn 9 Rectangular Londn 8 TmpRAan9. ' ' Loedn 9 Rectangular Loadn 8 TrapRdang. Lm,lin 9, DEG. AL BAYMULL r A e r m a t= r m fi r A a ci $ ty r m ci e a o" z r m .ci �giF r. " ci t r A u g'b '° E@. .r o� u $ t '�¢ r g S 8 g�. r •c o r ci g - .g g'c 2� �^ ci 6 �rc r o u '& - S ao r as u t�. �� r a �c r �,. r3 $ `' r �rc r a ri &� - fc r •qG ci v r.5 P 1d r a ci g r 'm m 4i o tQ �rc r A8G u e ff Ec ti a t �a5 r 1i s= �'€ F ak u <' a`a r 5`y �c r A H� ci $ i''t d` r ci �' a E t• r a u fr r_ u r e r m a _ 5`-y �, ;I: A a a i•. r q a 6`L r, $ r E ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE ' REQUIREMENTFORTHE. 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170A 619 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 $21 170.0 1735 170.0 521 149.1 1740 171.1 521 48 in ,170.11 Toll 170.0 624 170.0 810 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 1522 1522 170.0 680 130.5 1522 170.0 668 114.2 1522 170.0 686 OPENING, WHEN IT IS LOWER 50.6251n 170.0 7a7 170.0 563 170.0 See 170.0 631 170.0 1046 170.0 664 170.0 1185 170.0 723 170.0 1345 170.0 747 1642 1443 170.0 756 136.9 N43 170.0 759 117.3 1443 170.0 758 1026 1449 170.0 759 THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE 64 In 170.0 797' 170.0 612 170.0 958 170.0 691 170.0 1116 170,0 754 i70,0 1275 170.0 803 160.4 1353 170.0 637 144.3 1353 170.0 858 120.3 1353 170.0 861 103.1 1353 170.0 861 902 1353 170.0 661 SELECTECI MULLION. IT WILL 80In 170.0 885' 170.0 701 - 170.0 1063 170.0 797 167.0 1218 170.0 878 746.1 1218 170.0 944 129.9 1218 159.8 936 118.9 1218 1521 924 97.4 1218 146.1 913 63.5 1218 146.1 913 73.1 1216 146.1 913 YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE 63 In 170.0 930 .170.0 745 170.0 Ilia 170.0 850 1502 1150 168.8 933 131.4 1150 153.0 914 116.8 1150 141.9 698 105.1 1150 134.2 885 87.6 1150 126.7 811 75.1 1150 1262 870 65.7 1150 126.2 870 USED TO QUALIFY ADDITIONAL 66 in 170.0 974 170.0 789 152.4 1048 165.8 881 130.6 1648 1,46.8 664 114.3 1048 133.1 850 101.6 1048 123.4 839 91.4 1048 116.6 830 76.2 1048 INN 821 65.3 1048 1082 018 57.1 INS 1082 816 ANCHOR OPTIONS FROM THE C 72'In 1Ao.e 880 147.9 764 117A 880 128.0r435 100.6 880 1f0.e 734 88.0 880 100,0 722 78.2 880 92.0 712 70.4 880 88.2 7.3 59.7 880 79.2 693 50.3 880 78.5 688 44.0 880 78.4 668 ANCHOR CAPACITY TABLE 'J 76 in 119.7 790 125.1 690 99.8 '790 106.4 85.5 790 93.3 663 74.6 790 83.9' 652 66.5 790 76.9 643 59.9 790 71.7 635 •49.9 790 65A 62A 42.8 790 621 619 37.4 700 61.5 617 781n 110.8 750 115.5 657 923 750 98.1 79.1 750 85.9 632 59.2 750 77.1 621 61.5 750 70.6 612 55.4 750 65.7 605 46.2 750 59.4 594 39.6 750 56.2 588 34.6 750 55.5 586 901n 721 563 74.4 500- 60.1 563 829 51.5 583 $4.6 483 45.1 563 48.9, 475 40.1 563 44.4 468 38.1 563 40.9 462 30.0 663 362 452 25.8 563 33.3 M5 22.5 663 31.8 442 961n 59.4 495 61.1 443 49.5 495 51.5 424 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 332 409 24.6 495 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 29.6 391 31.1' 342 26.1 391 27.6 337 232 391 24.9 333 20.9 391 22.8 328 17.4 391 19.7 321 14.9 391 17.8 315 111 in 38A 370 39.2 335 32.0 • 370 1 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 316 19.2 370 20.9 312 16.0 370 18.1 305 1201n 30,4 317 30.9 289• 25.3 317 26.0 ' 264 21.7 317 22.5 2B0 19.0 317 19.9 276 16.9 317 17.9 273 ' 1441n 17.6 220 17.8 203 Substmle: 27k Concrete - 3k Concrete - C.M. - Hollow CMU - Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3116• Elco Ullrecon 1/4' Elco UlUacon 3J16' DeWall Ullmcom 1/4' DeWalt Ull-c 311V El.. Ullnecon 1/4' Eko U� e- 3116• DeWall Ulbecom 1/4' DeWalt Ullracom 1/4' SS Elco AggreGalor 5/16' Elco Ullrocon 1/4' SS Elco AggmGalar #10 Slael Semw(G5) *12 Steel Sctew(G5) 012 Steel Scmw(GS) (lbs) Edge Dislenee pn): r z-1rr r z-1/r r z-1rr 1• 2-1rr 1• z-vr 1• 2-vY r ells• r o.be' o.5a• 6.3z4•Embedment (In: 1.3/4 -3/4' 1.3/4• I-T4' 1.3/4' I-W 1-3/4• 1.3/4•1-1/4• N3.1/8" 1-1/4' 1-1/4' 1.1/4' 1.1J4' 1-1/4' 1-114' 7-i14' 1-114' 1-114' Y 1-3I8• 1-3/8' wiles 2 Anchors ®S Min. O.C, / (2) 2x5 Angle Clips / (FIg. 1} 390lbs 39010s 450 lbs 890 lbs 310 lbs 630 lbs 220lbs 870lbs 270lbs 280lbs 354lbs 7401bs23010s3701bs 3201ha 5801bs 374 lbs 7201bs 946 lbs 341 Ibs 4421bs 660lhs 4 Anchors ® 3.5' Min. O.C. / (2) 2x5 Angle Clips I (Fig. 2} 780lbs 780 lbs 790 lbs 16M Ibs 620lbs 1260lbs 440lbs 17401bs 5401hs 5601bs WA 11201bs 4801bs 7401bs 64016s 11601bs 748 lbs 680lbs 18921bs 6821bs SW lbs - 1120 IDS6 Anchors ® 2.71" Min O.C. / R) 2x5 Angle Clam / (Fig. 31: 17209s 11201bs 9581bs 22461be 9301bs 18901hs 8481hs 2598lbe WA 8401bs - NIA 1059lbs 6461hs 1110 lbs 879lbe 1678 lbs WA 1320 ft - WA - 10221bs =Tits 1See ibs . PRODUCT REVISED as complying with the Florida Bullding Code - NOA-No. 20-0406.08 Explratlon Date 005/26/2026 By Miami -Dade Product Control FIGURE 1: ' TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 1 1111III/ �tJY LY(�IN� : �:�` • •''• • • • • •'' • •i� �� 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. e FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 30° •.• �10ENSF •.l�F �i 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 3.250" _ , No. 58705 - FIGURE 3: e e e 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-T6 AND BE A MINIMUM OF .125" _ • - "0 �//]•�,/ THICK. STEEL STUDS TO 13E.A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT 30• BAY LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION ;� S .fE 2'u : 411 O� •. TA OF %�C�s''•:�<ORIOP•.•'G�7 THE MATERIAL #10&#12ANCHORS INTOWOODMAYBESTEE418-8S.S.OR410S.S. ` .S10NAL // ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. I 1,�� A. LYPINIIUILL��2, P.E. FL P.E.# 58705 Mullion Capacity Table Ibs1R2 ANCHOR CAPACITY Opening Width (for vertically -spanning mttlions) or Opening Height (for hodwrita(ly-sparrirg mWlions) - ADJUSTMENT FORMULA: 3.25" 45 So In 601n 701n 80 in 90 in 1001n 1201n 140In 160 in (ANCHOR CAP.,o,,,", (DP_) X MULLION CAP._._) Rectangular Loading TrapRdwe- Loading Rectangular. Loafing Tmp/fdang. Lpedmg Rectanguar Lcading - TraplVang. I. -Ong Rectongrder Loafing Tmprrdang. Loading Rectangular Loading Trap/7r(ang. Loafing Rectangular Loafing . Trapridang. Loading Rectanguar L-fing TmplTdang. Loafing Rectangular L-hi; Tmprrdwg. Loading Rectangular Loading Traplydmg. Loafing AL BAYMULL a$ao s �rt»i`• �a , rc 24§ia cc -�E. rua` 4Bi . a4�i`ga msa •u�.a. ,�a� ¢ m24ai> r'�0`°�9`. •$a„o a2> .mea to.ti mari 1 Ac2is '. Qua 'u��a• was '4a"i �1� c.oi, � no., �a'r"ai .o. a4&i' 'a �s2.a�� 'a "o acR uo muao.-�.• aarAi � rcoi .oa, macia 5 ud•^�v ra; c �F& raWHna raa ruS�a, 8DEG. ar�i rcd"mi az 2.uma+ �ua• Gaa =ANCHOR CAP , USETHIS FORMULATO OBA.�N "ANCHOR CAPACfrYR THE REQUIRED- CORRESPONDING PRESS TO AN ACTUAL FORTH RE REQUIREMENTFORTHE 421n 170.0 620 170.0 .435 170.0 744 170.0 478 170.0 868 - 170.0 506 170.0 992 170.0 519 170.0 1118 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 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 •661 170.0 1275 170.0 677 170.0 1417 170.0 680 183.7 1637 170.0 680 140.3 1637 170.0 680 122.8 1537 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 170.0 756 126.1 1552 170.0 756 110.4 1552 170.0 756 THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE 541n 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 1552 1455 170.0 858 129.3 1455 170.0 861 110.8 1455 170.0 861 97.0 1455 170.0 861 SELECTED MULLION. ITWILL - 601n 170.0 885 170.0 701 170.0 1053 170.0 797 170.0 1240 170.0 878 1S7.1 1309 170.0 944 139.7 1309 170.0 996 125.7 1309 103.5 094 1D4.8 13D9 157.1 982 89.8 1309 157.1 982 78.6 1309 157.1 982 YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE 63 in 170.0 93D 170.0 •745 170.0 1116 170.0 650 1629 1247 170.0 940 142.5 1247 164.5 983 126.7 1247 1528 965 114.0 1247 144.9 952 95.0 1247 136.2 936 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 1189 170.0 9D3 148A 1190 163.7 965 129.9 1190 147.9 945 116.4 1190 130.5 928 103.9 1100 125.4 914 88.6 1190 119.5 898 74.2 1190 110.1 893 64.9 1190 118.1 693 ANCHOR OPTIONS FROM THE c 72 in 161.8 1010 189.8 677 134.7 1010 144.6 859 115A 1010 127.2 842 101.0 1010 114.7 828 80.8 1010 105.8 817 60.8 -1010 98.9 807 67.3 1010 90.8 795 57.7 1010 87.8 790 50.5 1010 87.7 709 ANCHOR CAPACITY TABLE 0 7611 137.4 908 143.6 792 114.5 906 1220 7-75 98.1 906 107.1 761 85.0 908 982 749 76.3 906 882 738 68.7 906 823 729 57.3 906 74.7 716[455.4 908 11.2 710 429 906 70.8 708 5 78 in 727.1 861 1325 754 105.9 861 112.5 738 90,8 get 98.6 725 79.4 881 � 88.5 713 70.6 861 81.0 703 63.8 861 75.4 694 53.0 861 68.1 fief 861 64.5 675 39.7 BBt 83.7 672 90 in 82.7 548 85A 574 •68.9 646 721 564 59.1 fibs 629 S54 51.7 60 56.1 545 46.0 646 50.9 537 41.4 648 47.0 530 34.5 646 41.5 519 648 36.2 511 25.9 646 36.5 507 06 In 882 568 76.1 SOB 58.8 Soo 59.1 499 48J 56B 51.4 491 426 568 45.8 467 37.9 568 41.4 478 34.1 568 38.1 470 28.4 568 33.4 459. 568 30.5 452 21.3 SM 28.7 447 1081n 47.9 449 48.0 405 39.9 449 41.2 399 342 449 35.7 393 29.9 449 31.7 387 26.6 449 28.6 382 23.9 449 26.1 377 20.0 449 22J 368 44915.0 449 16.9 35S 111 InR44.1 425 45.0 385 36.8 425 11.5 425 32.8 373 27.8 425 29.1 38P 24.5 42S 28.2 382 221 425 24.0 358 18.4 425 20.7 350 425 18,6 343 120 in 364 35.5 331 29.1 364 ft�M21S 24.9 364 25.8 321 21.8 364 22.8 317 19,4 364 20.6 313 17.5 364 18.7 309 144in 253 20.4 233 16.8 253 1 AMLM COf3 Suhslrale: 27k Conerele 3k Concrete 3.5k Can.. Hallow CMU - FDietl CMU PT Wood Metal Anchor Capacity AnchorType. 3118'Elco UOmcon 114' Elco UBmcon 3116' DaWall Ultmcoro 11r DeWalt Nlmcone 5116' Elco Ullmcon 3116' Elco Ultreeon 1/4' E1co Ultracon 3/16' De Walt NVacont 1/4' DeWall Ultmc- . 1/4' SS FJw AggmGalor 5116' Eico Ultracen 1/4' SS Eico AggmGator mo Steel Screw(G5) #12 Steel Screw(G5) 012 Steel Somw(G5) (Ibs) ,Edge Dtslanee (n} 1' 2.1rr 1" 2.1rY 1 2-1/2' 1' 2-1? &1/8' 1' 2-11Y 1' 2-11Y 1' 2-12' i' 24W Y 3-11W Y 0.48' 0.W 0224' Embedment Mk 7-314' 1314' td14' I-W 1,3/4' . 13/4' 1.314' 1314' Y 1.1/4' 1-114' 1.1/4' 1-1l4' 1-1/4' 1-1l4' 1-114' 1-114' 1-1/4' 1.114' 2' 1-Sr8' 1318' vales 2 Amhom®5'MIm O.C. 1(2) 2x5 Angle Cops/(FIg. 1): 390 lbs 39016s 450lbs 8901bs 31016s 630 Ibs 220lbs 870lbs 17001bs 270lbs 280lbs 354Its 740Its 2301bs 370 lbs 3201bs 5801ba 374 lbs 720lba 9461bs 3411bs 44216s 560lbs 4 Anctam ®3.S Min O.C. / (2) 2.5 Angle Clips / (Flg. 2I: 7801bs 7801bs 790 ms 1670Ibs 6201bs 12601bs- 4401bs 17401b5 25251hs 5401bs 6601bs NIA 1120 Ibs 460lbs 7401bs 640lbs 1160 Its 748 lbs 880 lbs 1892lbs 682Its 685 lbs Me lbs 6 Anchors O 271' Mtn, O.G / (2) 2x5 Angle Cops / (Flg. 3k 1120 Ibs 1120I6s 958 too 22461hs 930 ma 1890lbs 648 lba 2598 Ibs 2254 lbs WA 840lbs WA 70591bs 6461hs 1110 ft 879 Ibs 16781bs WA 13201bs WA 10221hs 1327Its 1680 ft FIGURE 1: FIGURE 2: o • o • 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 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 G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUMSHALLBE 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 LEAST A25" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY STEEL, 1B-8 S.S. OR 410 S.S. PRODUCT REVISED as complying with the Florida Building compiling , - NOA-No. 20.0406.08 Expiration Date 05/26/2026 Miami -Dade Product Control C EN/a&' *. No.58705 ��'•TE r A LYrh1N1MIP.E. FL P.E.# 58705 .375" MIN.' II STANDARD CUP 2.000" 6D63-T6 ALUM. XSECTION I 125" 5.500' CUTHERETO .37 3.126' CREATE F•CUP, SEE FMI r _ DETAIL F. SHEET --------. r1I r--------1 I I I 1 A J L_ ____-_ L_J __-__ r L- i STANDARD CUP 606346 ALUM. Z-V.THINTHE TER OF ANCHOR HOLE MUST LIE TOPVIEW DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116". - 5500 .375" .375" MIN. MIN. r____ ------- I------- ___-_� I I I I I I I I 1 I I I I I I I I I I C OFFSETCUP 125" 6063-T6 ALUM. I. TOPVIEW {-{ �-.125" 2.125' U-CUP I 6063-T6 ALUM. XSECTION 125„r q I .33S" MIN. A I U-CLIP 6063-T6 ALUM. TOPVEW Z NTEROF ANCHOR LE MUST UE THIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. TABLE B 1' X 2.75" X .650- MULLION 6063-T6 ALUM. XSECTION 2X5 ANGLE CUP 6063-T6 ALUM. 2.000" XSECTION IL 125" 1.25" X 3.188° X .265" MULLION 6063-TG ALUM. XSECTION {-� 5.000" I .375" MIN. L_ ------ -------- _--- 2X5ANGLE CUP 6063T6 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 (sheet#). PGT Part Mullion Std. GIIp Offset Cllp U-Clip Angle Clip 1" X2" X,125" (5) 66605 666113M 6661118M 666243M 666511M 1" X2" X.375" (6) 666006 666114M 6661119M 666244M 666512M V X2.75" X.375" (7), 66607 666115M 6661120M 666245M 6WS13M 1" X2.75" X.650" (8) 66608 666116M 6661121M 666246M 666514M V X3.125" X.5W' (9). 66637M 6661116M 6661114M 666242M 666515M 1.25" X3.188" X.266' (12) 66MI 6661117M 6661113M 666241M 666516M 1.26" X2.11" X.125" (18) 69370 WA WA NIA 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9. 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR OZ. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A Dimension Value (in) . For Mullion: A 1.625 V X2" X.125' Aluminum Tube Mullion B 2.654 C 0.B95 D 0.740 A 1.125 Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 1" X2.75" X .375 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 A 1.312 1" X2.75' X .650.1 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 2.625 1.25. X 3.188' X 265" Alum Tube Mull B 3.262 C 0.862 D 1.762 A 1.813 1.26' X2.11" X .12V Alum Tube Mull PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date 05/26/2026 By 0- Miami-Dade Product Control yt NO.58705 - : AL - STATE S70AIAL E�J�.�` A. LyUNIµ11LLf=ki, P.E. FL P.E.# 58705 1.25" X 3.25" X .100° 1.25' X 3.25" X .624' MULLION MULLION ' 6005-T5 ALUM. 6005-T5 ALUM. XSECTION XSECTION 2.661" •125" I / I .125" .125" 30.1 45- BAY MULUO 30' BAY MULLION I 6063-T6 ALUM. 6063-TO ALUM. _ I X-SECTION XSECTION 7 83" 385" 162" .062" 438" FI " A25 STANDARD CLIP 2.625" 2.000" 6D63-T6 ALUM. ' X-SECTION I 125" 125" .031"I 740" 9 .125" 2.125' U-CUP I 6083-TB ALUM. X-SECTION 125-T .375" 1'X4'X.375' 5500" r-MULLION CUT HERETO 6063-TS ALUM. 3.126' .375" .375" � _CREATE FLLIP, SEE XSECTION MIN I DETAILF,SHEEr4 ---_--_-_-_-- 1JIIIIiIIIII rIIIIIIII1I 1IIIIIIIIIL IIIIII --_--_-_-_-_-__ 875"� 2.300" F t29O" L _ STANDARJD1IIIIIIIII ` CUP4" CENTER OF ANCHOR HOLE MUST LIE 6063-TB ALUM. --1 .820" 1--- WRHINTHEDASHED BOUNDARY. SEE 1.25"X 3.94'X.624' SHEETS 10.17 FOR THE ANCHOR D.C. MULLION DISTANCE MAXIMUM ANCHOR HOLE ' fi005-T5 ALUM. DIAMETER: ANCHOR DIAMETER +IAB'. XSECTION \ - .228"� �-.981-4 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 24 FOR GENERAL INSTALLATION METHODS. OFFSET CLIP 6063-T6 ALUM. TOPVIEW 0 8MV 2.000" 2X5 ANGLE CLIP XSECTICN 126° L z F r` CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". MIN. .375" CENTER OF r--------- -----------i .371 ANCHOR HOLE MID I MUST LIE WITHIN THE DASHED BOUNDARY. SEE I I F SHEETS 10.17 I I �. FOR THE rk ANCHOR O.C. I I DISTANCE MAXIMUM ANCHOR HOLE • I 1 DIAMETER: I I ANCHOR L------------ _-------- i DIAMETER + 1/16". 2X5 ANGLE CUP U-CUP 6063-T6 ALUM. 6063-TB ALUM. TOPVIEW TOPVIEW r TABLE C Dimension Value (in) For Mullion: F 3.687 .125" G -1.000 H 2.680 Aluminum I 3.000 Tube Mullion F 3,187 1" X4" X .375° G 0.757 H 2.430 Aluminum 1 3.000 Tube & "T' F 2.250 1.25" X3.26" G 0.750 XAW Aluminum H I'500 1 3.250 Tube Mullion TABLE D TABLE C, CONT. Value (in) For Mullion: 1,938 1.25'X3.25' X.624'- Aluminum Tube Mullion R 0.500 1.438 3.250 2625 1.125 1.26°X3.9V X.624" Aluminum Tube Mullion 1.500 3.260 F 2813 30° Ba Mull F 2.87545° Ba Mull Mull Dimension (sheet#) PGT Part# Mullion SK Clip Offset Cllp U-Clip Angle Clip 1' X4' X.125' (10) 69364 666111M 6561122M 666241M 666518M 1' X4' X.375'(11) 66610 666112M 6661123M 666242M 666519M 1"X4-X.375"T"(11) 66853 666112M 6661123M 666242M 686519M 1.25-X3.25-X.100"(13) 20160/20312 6661127M 6661124M 6662410M 6665115M 1.25" X 3.25 X.624" (14) 20161/20315 6661128M 6661125M 6662411M 6065116M 1.25' X 3.94" X.624- (15)1 20162 6661117M 6661126M 666241M 666517M 30 Degree (19) 66649 WA : WA WA 6865110M 45 Degree (20) 66650 WA WA WA 6665111M PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date 005/26/2026 By fi Miami -Dade Product Control \\I111111.1/J kV LYN4, ' UICENSF'-, No. 58705 ' SOT•. STATE OF � (V` A LY O �fII LER`P.E. FL P.E.# 58705 TABLE E Mull Dimension (sheet#) PGT Part# Mullion Std. Clip U-Clip Angle 2" X4" X.25" (16) 66602 668261M 666271M 66 2" X6" X.25' (17) 6N04 666262M 666272M 666 NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS r---2.000"--j Clip - r'•125" 65112M 5113M i STANDARD CLIP 2.000" 8063-T6 ALUM. XSECTION 1 i r.125" IA90" 5.500" CUT HERETO IA90" 5.500" CUT HERETO 3.500" CREATE F-CUP, rC .375" _ SEE DETAIL F. r-SHEET4 ,375" MIN.- MIN. I--------- - - - - - - - - - - - - - - I 1 I I 1 • 1 I I 4.000" I i 1 I -I— - - — - - —1- 3.438" 2" X 4" X' 25" MULLION I 1 6063-T6 ALUM. XSECTION I I I I �- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS I6-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + V io". ' - .5.500"� CUTHERETO .375" 3.500"^i CREATE F-CLIP, _ SEE DETAIL F. MIN. r-SHEET4 ,375" MIN. 2" X 6" X .25" MULLION 6063-T6 ALUM. XSECTION q.- -------- -------------� I I I I I I I I I I I 1 I I I I I I I I I I I I 4.688" I I I I I 5.4 I 1 I I I I I 1 I I I I I I I I I , I L STANDARD CLIP 6063-T6 ALUM. TOP VIEW J91-4T U-CLIP 2X5 ANGLE CUP 212E6063-T6ALUM. 6063-T6ALUM. I X-SECTION 2.000"XSECTION .125" .125" L �--1.4- .375" .375" I MIN. r`--------------------I I I I I I I j I I 3.438" T 1-------- I I 3.438" j I 1 .375' L---------------------� MIN. L I I / U-CLIP, 6063-T6 ALUM. / 2X5 ANGLE CUP SED FOR 2" X 4" MULLION. SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. TOPVIEW WITHIN THE DASHED BOUNDARY. SEE TOPVIEw ' SHEETS 16-17 FOR THE ANCHOR O.C. CENTER OF ANCHOR HOLE MUST LIE DISTANCE. MAXIMUM ANCHOR HOLE WITHIN THE DASHED BOUNDARY. SEE \DUU7ETER: ANCHOR DIAMETER + 1116". SHEETS 16-17 FOR THE ANCHOR O.C. \ DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". � I .375" -- -- I 1 I I I I I I I I I I I I I j I I I I rK t 5.438" - --------� 38" I 5.43B" I j --------------------- I � I I i 1 I I U-CLIP 2X5 ANGLE CUP 6063-T6 ALUM. 6063•T8 ALUM. USED FOR 2" X 6' MULLION, SHEET 17 TOPVIEW TOPVIEW PRODUCT REVISED as complying with the Florida Building Coda NDA-No. 20-0406.08 Expiration Date/05/2612026 By Mlaml-Dado Product Control P\� •.• L10ENSF •., ��� i .: No.58705 ••�3 -DG.�Z/1 1 ONAL A. IAIJIN IIL9, P.E. FL P.E.# 58705 L STANDARD CLIP 6063-T6 ALUM. TOP VIEW J91-4T U-CLIP 2X5 ANGLE CUP 212E6063-T6ALUM. 6063-T6ALUM. I X-SECTION 2.000"XSECTION .125" .125" L �--1.4- .375" .375" I MIN. r`--------------------I I I I I I I j I I 3.438" T 1-------- I I 3.438" j I 1 .375' L---------------------� MIN. L I I / U-CLIP, 6063-T6 ALUM. / 2X5 ANGLE CUP SED FOR 2" X 4" MULLION. SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. TOPVIEW WITHIN THE DASHED BOUNDARY. SEE TOPVIEw ' SHEETS 16-17 FOR THE ANCHOR O.C. CENTER OF ANCHOR HOLE MUST LIE DISTANCE. MAXIMUM ANCHOR HOLE WITHIN THE DASHED BOUNDARY. SEE \DUU7ETER: ANCHOR DIAMETER + 1116". SHEETS 16-17 FOR THE ANCHOR O.C. \ DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". � I .375" -- -- I 1 I I I I I I I I I I I I I j I I I I rK t 5.438" - --------� 38" I 5.43B" I j --------------------- I � I I i 1 I I U-CLIP 2X5 ANGLE CUP 6063-T6 ALUM. 6063•T8 ALUM. USED FOR 2" X 6' MULLION, SHEET 17 TOPVIEW TOPVIEW PRODUCT REVISED as complying with the Florida Building Coda NDA-No. 20-0406.08 Expiration Date/05/2612026 By Mlaml-Dado Product Control P\� •.• L10ENSF •., ��� i .: No.58705 ••�3 -DG.�Z/1 1 ONAL A. IAIJIN IIL9, 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 2-114". THE OPENING REQUIRES A DESIGN PRESSURE OF-60.01-60.0 PSF. d t� ' 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 WINDOW WILL EXCEED THE REQUIRED W e S RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE FRAME DEPTH OF 2-V4°AND MEET OR THE NEXT LARGER SIZE AVAILABLE. o DESIGN PRESSURE OF+60.01.60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE a� U 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+/-58.3 PSF AND WOULD E 3 gF a ' FENESTRATION PRODUCTS DETAILS, SHEETS NOT BE SUITABLE FOR THIS APPLICATION. qEY $^ APPROVAL 2� FROM TABLE 4A, SHEET 8, THE 1"X 2.75" X .650" MULLION (LENGTH = 72", OPENING WIDTH = 70') HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FORTHE O' O N 72" OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION LENGTH - 4 44 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 ANCHORSAND THE 2X5 EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. z .. g d.• =` N � W ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH W SEE DETALS, 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL 0 SHEETS APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE i 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WffH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, LU o 1-7 NO ANCHORS IN WlNoo�3�I�- THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 636 LBS - cam•) W -'-I MUL (60 PSF) X ( ) = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) Z Q OPENING WIDTH 72.7 PSF Z z m. _ g QU o ' 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 10 DESIGN PRESSURE OF+50.01-55.0 PSF. FOR THE VERTICAL MULLION: F N Z Q N 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72'+1 =105' AND THE OPENING WIDTH IS 36"+36"+1" -73". REFERENCING SHEET25, Q Z N ' 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 N @ m O o MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. LU Tn -1 m o EXAMPLE 2: MULTIPLE MULLIONS LU 0- Y `1 SEE DETAILS, FROM TABLE 3A, SHEET 7, THE 1' X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 8O'j MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF MULLWIDTH SHEETS 11 (' AND WOULD NOT BE SUITABLE FOR APPLICATION. F n X ¢ � j • FROM TABLE 12A, SHEET 16, THE 2" X 4- X .250" MULLION (LENGTH = 108", OPENING WIDTH = SO-) HAS A DESIGN PRESSURE OF+1�4.7 PSF WHICH EXCEEDS_ THE REQUIREMENTS U d W Z y �. FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. - E 0 g 32-. SEE SEE FENESTRATION DETAILS, 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 N r PRODucTS. SHEETS ASSUMED. VERIFYTHATTHE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY, THE WINDOW WIDTHS MAYBEREDUCEDTO MAINTAIN PRODUCT REVISED APPROVAL 2-+ THE 73" DIMENSION (35-1/2'+35-1/2"+2"=73"). ' as complying with the Florida r r- 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED Building Code NOA-No. 20-0406.08 VERTICAL CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. CAPACITY OF 1050 LBS WHICH IS GREATER, AND _ -, - MULLION SEE SEE • LENGTH USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2' GIVES AN ANCHOR , THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. Expiration Date 05/26/2026 y DETAILS, DETAIL E. OPENING SHEETS 2-4 SHEET 9 FOR THE HORIZONTAL MULLIONS: By Mlaml-Dade Product Control HEIGHT 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, ANOTHERFOR - - HOR z MULLION 7Y MULLION TYPE COULD BE CHOSEN. LOADING MAYBE 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =1 06". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDALRRIANGULAR USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (t@ LENGTH = 42", OPENING HEIGHT= 120") HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. - SEE DETAILS. 2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8' SHEETS WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE ZX5 ANGLE CLIPS WITH 2J (4) 3H6" 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. i N� LY!%lye/ 36 HORD' �� 3e',HOR2 4)FORTHEU-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF521LES. TABLE 12BFOR THE U-OUPSHOWS THE ANCHOR �•.•' 1,1GENy°F'•,C� ULLLENGTH MULL LENGTH LOPENING CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A #12 STEEL SCREW. No. $6705 FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/•64.7 PSF FROM THE VERTICAL MULLION;• 3 •' ' +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; TO THE VERTICAL MULLION (INTERSECTION). S o.� ••, ATE F +/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING `s'•.:c<ORIDP•.--* THE LOWEST DESIGN PRESSURE IS+/•64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. % VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION �10N - PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A, L1�I!!N MILL�'�t, P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: ` PW SAM LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED Wild III �I/ I 4 ---1---- • �I/i � I LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: N......�.,..1 I ------ //00,00,11 LOADING OF HORIZONTAL MULLION I LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION PIN PW I i LOADING OF (2) HORIZONTAL MULLIONS P 1 I PIN PW I I I I PW PW I I I I I / PW I LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I I I .1 1 LOADING OF VERTICAL e MULLION HINGED /I/ DOOR I// I II/s II/� HINGED DOOR HINGED DOOR LOADING OF HORIZONTAL MULLION q6/ RIM t-� •OADING OF VERTICAL MULLION env 1-- N ¢ LU W CO) U) oo 0 o CO W PW y ❑ o Lu _Z In V O Q 3S .."I Z in w m0 N SH/DH u ij od' pD: �j PRODUCT REVISED, as complying with the Florida / Building Code NOA-No. 20-0406.06 Expiration Date 05126/2026 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: By •' Miami-Dado Product Control 1) DRAWINGS ARE - RERESENTATIONSOFTYPICAL ' ' PW - CONFIGURATIONS. CONFIGURATIONS NOT SHOWN _ MAY BE EXTRAPOLATED FROM THOSE SHOWN. - 2)IFTHE LOADING TYPE CANNOT LYAf�/����% BE DETERMINED, USE PW RECTANGULAR LOADING. :� yICENSF'F,��f� 3) SEE L FOR _ No. 58705 '•: �� _ ACTUALANCHOR LOCATIONS LOADING OF HORIZONTAL MULLION 3 0 S WO�F 4 Z 10 A.QL Nftl' w�.E. FL P.E.# 58705 .