Loading...
HomeMy WebLinkAboutNOA # 20-0406.03MIAMIODADE MIAMI-DADE COUNTY ut PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, FL 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwNv.miamidade.tov/eeonomv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hun"icane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision D dated 06/26/2020, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 17-0630.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. P NOA No. 20-0406.03 MIAMMADE COUNTY Expiration Date: May 26, 2026 ` 08/20/2020 Approval Date: August 20, 2020 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thni E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014) and with FBC 611 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC-5` Edition (2014) and FBC-6'h Edition (2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/ 14/ 16 and expiring on 05/26/21. • Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.03 Expiration Date: May 26, 2026 Approval Date: August 20,2020 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision D dated 06/26/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6" Edition (2017) and with FBC 7"' Edition (2020), prepared by manufacturer, dated 04/01/2020, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC-6` Edition (2017) and FBC-71' Edition (2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 11/09/17 and expiring on 05/26/21. lid Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.03 Expiration Date: May 26, 2026 Approval Date: August 20, 2020 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE FOPENING WIDTH FOR VERTICAL MULL MULLIONS / —� SEE DETAILS A-D.G,H: SHEETS 2 4 SEE DETAILS A THRU SHEETS 2-4 I III MULL LENGTH HORIZONTAL MULL LENGTH / SEE DETAILS A-D.G,H; SHEETS 2-4 HORIZONTAL — MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4•' FROM THE CLIP. SHAPE A7HRU G; SEEDET I -- I SHEETS 2-4 I I / OPENING HEIGHT FOR HORIZONTAL SEE DETAIL E. MULL SHEET FENESTRATION PRODUCTSMAY BE OF ANY TYPE. MUST BE MANUFACTURED BY CGI. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEETAND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL, DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON, DEWALT/ELCO AGGRE-GATOR, DEWALT ULTRACON+ NOA'S. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGTI FENESTRATION PRODUCTS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL I —OPENING WIDTH —I F—HORIZ MULL LENGTH-1 ') LENGTH r Y OPENING HEIGHT OPENING MULL y u FOR HEIGHT LENGTH P 17' M��� y ,y " MULL P P y/ MULL LLENGTH SINGLE MULLION L SINGLE MULLION FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL `I SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE. CODES / STANDARDS USED: e2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION -ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-15 •AISC 360-16 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR'TRIANGULAR/TRAPEZOIDAL'. GENERAL NOTES ........................... 1 INSTRUCTIONS ............................... 1 ELEVATIONS ................................... 1 MULL TO 2X WOOD ........................ 2 MULL TO 1X & MASONRY... ..... ...... 2 INSTALLATION NOTES.. - - - 2 MULL TO MASONRY ....................... 3 MULL TO STEEL STUD ................... 3 MULL TO MULL................ -.............. 3 ALTER14ATATE CLIPS.....................4 BAY MULL INSTALLATION..............4 1 X 2 X .125 MULL SPECS...............5 1 X 2 X .375 MULL SPECS...............6 1 X 2,76 X .375 MULL SPECS .......... 7 1 X 2.75 X .65 MULL SPECS ............ B 1 X 3.125 X .500 MULL SPECS........ 9 1 X 4 X A25 MULL SPECS ............... 10 1 X 4 X .375 TUBE MULL SPECS.... 11 1 X 4 X .375 "T' MULL SPECS........ 11 1.25 X 3.188 X .265 MULL SPECS... 12 1.25 X 3,25 X .100 MULL SPECS..... 13 1.26 X 3.26 X .624 MULL SPECS..... 14 1.25 X 3.94 X.624 MULL SPECS..... 15 2 X 4 X .25 MULL SPECS ................ III2 X 6 X .25 MULL SPECS ................ 17 1.26 X 2.11 X.125 MULL SPECS.... 18 30' X 3.25 BAY MULL SPECS......... 19 45" X 3.25 BAY MULL SPECS......... 20 MULLION & CLIP DIMENSIONS...... 21-23 EXAMPLES 1 & 2.............................. 24 LOADING EXAMPLES ...................... 25 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By lid Miami -Dade Product Control 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT') FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBSIFT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/F1') FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT2) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FT') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. O` �%CENs, No.58705 - -0 : Ct - �- %�O '. STAZ OF U44, i CAS '•F�ORIDP.•'•G\�� ' 7L,S, TONAL 1EC� A. LYNN MILLER, P.E. FL REA 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EDGE DISTANCE FOR WOOD / SCREWS -IL 250" MA% FOR ALL MULLIONS SIDE VIEW FRONT VIEW DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) I I I ° II < I I I ^° a 4. < i V ° ° EXTERIOR EDGE DISTANCE FOR MASONRY .IP IS I ANCHORS MULLION BUCKSTRIP TYP. ANCHOR c AND PER SUBSTRATE, 62' ATTACHMENT SEE SEE TABLES 18-138 BY OTHERS, SEE NOTE t, N SHEET 1. .....: • .. U.z cc ''.,I _ 8 O MIN 2.7 KSI .• • ' , EDGE Q CONCRETE OR CMU' I I DISTANCE, J F----I-SEE SEE TABLES EL EDGE DISTANCE 78-130 FOR MASONRY o D: ANCHORS W Q O D• SIDE VIEW Z a ° EITHER THE � O STANDARD OR � V r'. C 4a OFFSET MULL Z 5 Z LL CLIP MAY BE lY .3 +5 C INSTALLED BY may__ THIS METHOD. ` PETYP. ANCHOR R SUBSTRATE, SEE TABLES 1B-13B BUCKSTRIP AND TATTACHMENT EMBEDMENT' BY OTHERS, SEE NOTE 1. 1 �. , •. . SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON, DEWALT ULTRACON+OR DEWALT/ELC0114, S.S. AGGREGATOR MASONRY ANCHORS. MLTFRIAI PRrIPFRTIFC• Material Min. Fr Min. F. Steel Screw 92 ksi 120 Kul 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi DeWaIVElco Aggre-GatorO 57 ksi 96 ksi Elco UltraCong 155 ksi 177 ksi 3/16" DeWalt UlhaCon+® 117 ksi 164 Kul 114" DeWalt UltraCcn+® 148 ksi 164 ksi 6063-T5 Aluminum 16 ksi 22 ksi A35 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi PRODUCT REVISED as comp)yIng with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By G .7 Miami -Dade Product Control ��• ..' �ICENSF •. ���� * No.58705 o sr TE bF�Ur A. LYNN MILLER, P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRYSTRUCTURE (STANDARD CLIP SHOWN) NOTCHED TO PROVIDE I CLEARANCE I ��� BUCKSTRIP FOR MULL I AND ATTACHMENI CLIP. BY OTHERS, SEE NOTE 1, I I I MuwoN I SHEET 1. I I I n 4 I I I I I I TYP. ANCHOR EITHER THE �° I PER SUBSTRATE. STANDARD OR I I I I I SEE TABLES 113-13D OFFSET MULL I I p I CUP MAY BE I EDGE DISTANCE INSTALLED BY ° e I I I I FOR MASONRY THIS METHOD. d I I I I ANCHORS ° °4 ° I EXTERIOR 4° ° 4 ° EDGE DISTANCE ° 4 4 FOR MASONRY ° 4 ANCHORS 8 e � 4 4 <_ DETAIL E: —1--.1zs••Mln. MULLION TO MULLION c INTERSECTION (U-CLIP) VARIES TOP VIEW VARIES-i--- I THE OFFSET CLIP IS ` RECOMMENDED FOR FIN -FRAMED INTERSECTION WINDOWS, BUT MAY U-CLIP ALSO BE USED FOR OTHER FRAME TYPES. FRONT VIEW \ I / TYP. ANCHOR TYP. ANCHOR �Y —PER SUBSTRATE. PER SUBSTRATE, SEETABLES 1B-138 SEE TABLES 18-13B BUCKSTRIP AND _ _ ATTACHMENT - a • ... - - BY SEE NOTE 1, , EMBEDMENT • SHEET 1. — ° • , EDGE I�__j__DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B-13B FRONT VIEW SIDE VIEW 1� 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 FRONT VIEW ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON, DEWALT ULTRACON+OR DEWALT/ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. t✓% EXTERIOR NOTES 1) MAY BE INSTALLED IN "TEE" OR "CROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MULLION. 012 STEEL SCREWS. /SELF -DRILLING OR PRE -DRILL MULLION AND USE SMS w m m F- MULLION Z D O Z j � 7 tY EXTERIOR Q Z ♦— O SEE SHEETS21-Z3FOR HOLE LOCATIONS IONS I¢ EDGE W —1 DISTANCE SEETABLES Hs 1B-13B Q Z ac SIDE VIEW CJ DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TYP. ANCHOR A / "'PER SUBSTRATE, ® / SEE TABLES 1B-13B SEE SHEETS PRODUCT REVISED as complying with tho Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control 21.23 FOR HOLE LOCATIONS MULLION © `7111111T7I// EDGE FOR STEEL STUDS THINNER THAN SEETABLES 16 GAAND COMPLIANT WITH THE FL BUILDING 18-138 CODE, A 2X WOOD BACKER MUST USED. -- Ne. 58705 ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS SIDE VIEW '(�( NOTES: 17J y / 2-0 Cr 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. GG/ IE OF ;' �� % ��� • �. ORIC .. N 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. A. LYNN MILLER, P.E. FL P.E.# 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A-D, \ SHEETS 2 AND 3 FOR INSTALLATION X TO SPECIFIC SUBSTRATES. SIDE VIEW SHOWN WITH 1' X 4' X .125" MULLION STANDARD MULLION CLIP -MODIFIED TO FIT FIELD CONDITIONS. DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) _30. OR 45' BAY MULL OVTO.V.] O O i I TYP. ANCHOR I '--PER SUBSTRATE, I / SEE TABLES 15B OR 168 I I �EXTERIOR v_ I I 2' X 5' ANGLE CLIP, \2 PER MULLION END. MUST BE I INSTALLED INSIDE OF BAY MULL t 1w 0 g o� V a W W Tn Tn 0o = 0- 0 F- 07 N O W �TYP. ANCHOR y PRODUCT REVISED PER SUBSTRATE, \ as Complying with the Florida SEE TABLES 18-13B Building Code ✓> INTO WOOD, NOA-No. 20.0406.03 Lf STEEL, ALUM Expiration Date 0512612026 INTO WOOD. STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM, CMU OR MASONRY MODIFIED INFIELD. By �- EXTERIOR Miami -Dade Product Control F/E O E P/SO ICHOR NT ` �•- INTO WOOD, STEEL, © ® ALUM, CMU OR MASONRY O EDGE DISTANCE PER EDGE -(•jam- ---@ - -OR `TT 11111111!//, DISTANCE £ �` 1 1 I• �'� PER ANCHOR O NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. �;' '•,� NOTES FOR INSTALLATION OPTIONS F: ND. 58705 2) DETAIL G: SEE TABLES 1 B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE = x _ - 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11"X .128' MULLION. LOCATIONS. iz 2) SEE TABLES 1 B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. �� ' • �U 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE O^'. TATE F (V LOCATIONS. •.F<ORIDF;,. 3) THE ZX5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. ' i �SS+� • • O ` v�, 1111�` A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 1A Mullion Capacity Table Ibstfe ANCHOR CAPACITY Opening Width (forverfically-spading mullions) or Opening Haight (for horizontally -sparring mullions) ADJUSTMENT FORMULA: ANCHOR CAP._-, 50 in 60 in 70In Be In 90 h 100 in 120 in 140 in 160 in Rectangular TrepRdang. Rectangular Tlet, .9. Rectangular TraplTrlano. Rectangular 7iapRnano. Recten9ulor Tr.pR4.0. Rectangular TrapRdang. Rectangular TrapRdang. Rectangular Trep/Trleng. Rectangular TrapRdmg. (DP iX ( ) 1 x 2 x .125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Leading Loading Loading MULLION CAP.,,,,",o, Alum. Tuba Mullion , ' 3 . ' 8� .S .F &S . ' 2 �� S £ g •a g ,.. 5'.S� F S �� .$ � $ .b' ' �� 8 g 8� r $ -f 8.� ,�' '° p 8c r i U A r � � z $ p $ q � USE THIS FORMULATO OBTAIN THE "ANCHOR CAPACITY ci 3 3 a c' a� 3 5 , r& ci �� ci a. 3 o 13 . a .� .3 = 3 ` t _ � g ci a z 9 E n i s o _� g 3 n 8 5� �� u � a- `� `3' 5 8 v r e 3 5 u v � e ci 5 1 c� a ci 3 3 o e e t3 �g Rio s. ci _� A� ci o a- c7 _ � is ale a¢ �2 d¢ ��- ao: �2 �¢` ��. d`¢` i�. d`o: € d`rc ¢ �� arc �� a`a ¢` E ¢ ��. rc d`¢ �� ¢`¢ REQUIRED"CORRESPONDING 421n 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107.8 321 69.9 403 104.4 319 62.1 408 104.0 319 55.9 40a 104.0 319 46.5 408 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319 TO UTACTUAL PRESSURE REQUIREMENT FOR THE 45 hr 74.9 312 83.8 258 62.4 312 73.4 252 53.5 312 67.0 248 46.8 _ 312 63.2 246 41.6 312 61.3 244 37.5 M2 61.0 244 31.2 312 61.0 244 26.8 312 61.0 244 23.4 312 61.0 244 OPENING, WHEN IT IS LOWER 50.625In 63.9 281 70.6 234 53.2 281 61.5 228 45.6 281 55.7 224 39.9 251 52.1 222 35.5 287 50.1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 281 49.3 219 20.0 281 49.3 219 THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE a 54 b1 52.6 247 57.5 207 43.9 247 49.6 202 37.6 247 44.8 199 32.9 247 41.5 195 29.2 247 39.4 194 2.6.3 247 38.4 193 21.9 247 38.1 193 18.8 247 38.1 193 16.4 247 38.1 193 SELECTED MULLION. IT WILL c 60 in 38.4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 209 25.9 157 16.0 200 25.0 150 YIELD A MINIMUM ANCHOR 63 In 33.1 181 35.3 155 27.6 181 30.3 152 23.7 181 26.9 149 20.7 181 24.5 146 18.4 161 22.8 144 16.6 161 21.7 143 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL S 66 in 28.8 165 30.0 142 24.0 165 26.1 139 20.6 165 23.1 136 18.0 165 21.0 134 ANCHOR OPTIONS FROM THE 72 In 22.2 139 23.3 120 18.5 139 19.9 118 15.9 139 17.5 116 ANCHOR CAPACITY TABLE. 761n 18.9 125 19.7 109 15.7 125 16.8 107 78 in 17.5 118 18.2 104 TABLE 1B ' Substrate: 2.71, Concrete 3k Coven le 3.5k Cons. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity AnetrorT Type: 3116' Efco Ull2cen 1!4' Elea Ullracon 3/16' DeWalt Uilmcont 114' DeWall Ultrecan. 5116' Elco Ultracon 3116' Elco Nlracon I- Elco Ulnecon 3116' -11t Uarawm 114' U-11 Ultmcom 1/4' SS Elco AggreGalor 1116' Else Ntracon 1/4' SS Elco AggaGator 810 Steel Screw (G5) 812 Steel Screw ((35) d12 Steel Screw (GS) (lbs) Edge 01stance (in): 1" 2-112" 1' 2.112' 1" MIT 1" 2-11T 3.1/8" 1' 2-1lT§WA 1' 2-1/2" 1' 2.1/T T 3.1/8' Z• 0.45' 0.54' 0.324' Embedmenl0n): 1314' 1314- 13/4- 1-3/4' 13/4' 13/4' 1.3(4' 1-3/4' 21 7-114- 1-1/4- 1-1/4- 1-1/4' 1.1/4' 1-114• _1-1W 1-1/4' _ T 1-318" 1-1a' wuias _ 2 Aactlora @ 4.75- Min. O.C. / Standard or Offset Clip (Fig. 1): 3901bs 390 lbs 4501bs 890lbs 3101bs 630Ibs 2201W 870 [be 1644lbs 270 Ibs 200 Ills 230 lbs 370 lbs 3.201bs 680 lbs 374 Ibs 664 lbs 946 lb. 341 lbs 442lbs 5601bs 4 Ancnors @ 1.15' MN. O.C. / Standard (or Odsel) Clip (Fig. 2): 4801Ds 7001bs WA WA 3201bs 1260Ibs 3701bs WA WA WA 3801bs R.A NIA 7401Ds WA NIA WA WA NIA 6821bs Ids lbs 11201bs 4 Anchors @ 3' Min. O.C.1 (2) 245 Angle Clips I (Fig. 3): 78U IM 7801bs 5801bs 1560 lbs 6201bs 1260 IM 4401os 1740 lbs 18081bs 540 lbs 50D Ibs 460 Ibs 740 lbs 640 lbs 11601bs 7481os 880 lb. 16921bs 682 lbs M lbs 11201bs 2Arwhors @ 0.45' in. O.C. / UC0p, inlo.125' Alum (Fig. 4y. WA WA WA WA WA WA WA WA WA WA WA WA WA WA NIA WA WA NIA WA WA 715 lea 7 Anctwr/F-Clip (Fig. 5): 1951bs 1951bs 2251bs 'As lbs 1551bs 3151bs 1101bs 4351bs 8221bs 1351Ds 14010s 1151Ds 1851bs 160 Ibs 2901bs 1871bs 3321bs 47310s 7701bs 221Ibs 2801hs 2 Anchors @ 1.15' Min. O.C.1 F-Cllp (Fig. 6): 240 Me Wo go WA WA 1601bs 630 lbs 185lbs WA WA WA 190 lbs NIA 3701bs N/A WA WA NIA WA 341 Ibs 4421bs S601W NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -� 1.000" )-- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. .125 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED L CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED r YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .126' ) THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1"X 2" X .125" MULLION LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. L ❑ LL}l PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By /✓•:✓ Mlaml-Dade Product ontrol •rill ll ill!/Fl NY LYNN ........... �,. No.58705 - 3: - -v• OF !V: .`'ONAL L\`� A.LV4NMIUL R\,P.E. FL P.E.# 58705 TARI F 7A Mullion Capacity Table IbsMe ANCHOR CAPACITY Opening Width (for vertically -spanning mullions) or Opening Height (far horizontally-spantring mullions) ADJUSTMENT FORMULA: 50 in 601n 70 in 80 in 90 in 100 in 12D In 140 in 150 in ANCHOR CAP.,,,,,,,,, 1 x 2 x .375 Rectangular Loading Trapirlang. Loading Rectangular Loading Trapr111ang. Loading Rectangular Loading Trap/TI LoadLoading Rectangular Tap'Triarg. Loading Rectangular Loading TraprTri ing. Loading Rectangular Loading Tap/rdang- Loading Rectangular Loading Ttap/Tda.9. Loading Rectangular Loading Trap/Tdarg. Loading Rectangular Loading Trap?nang. Loading (DP_) X ( > MULLION CAP.,,,,,,r,,, Alum. Tube Mullion�.�1 r t r �£ a z' a " 6 r i r r �' $ t• �' p rg' a d r ° € E�g2REQUIRED"CORRESPONDING r & r z• _ <z r Sg z• E �• x 3 € � < r 5 r a r a 5�" r r 5£ r aBg O" v t€ a `� 2" ... 13 �' §�5 2> �' r a� g°' z .�'-g`�' S£ r t' r r _�. =ANCHOR CAP.,", USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY 42 in 170.0 620 170.0 435 151.3 662 170.0 47U 129.7 662 170.0113.5 662 169.5 518 100.9 662 168.9 517 90.8 652 16B.9 517 75.7 662 160.9 517 64.9 662 168.9 517 56.7 652 168.9 617 TO AN ACTUAL PRESSURE 48 (n 121.E 507 136.0 419 101.4 507 119.2 410 86.9 507 108.7 76.0 507 1026 399 87.6 507 99.8 397 60.8 5W 89.0 3% SD.7 507 99.0 396 43.q 507 99.0 3% 38.0 507 99.D 396 REQUIREMENT FORTHE OPENING, WHEN IT IS LOWER 50.6251n 103.7 456 114.6 379 86.4 456 99.9 371 74.1 458 90.5 64.tl 456 84.6 360 57.6 456 81.3 357 51.8 458 tl0.0 356 43.2 4% BU.O 356 37.0 456 80.0 356 32.4 456 BO.0 356 THAN THE MULLION CAPACITY 54 in 85.4 400 93.3 336 77.2 400 8U.9328 61.0 400 72.7 53.4 400 87.3 318 47.5 400 64.0 315 427 400 623 314 35.6 400 61.8 313 30.5 400 61.8 313 26.7 400 61.8 313 (FRO60 in 62.3 324 66.9 276 51.8 324 57.5 270 44.5 324 51.2 38.9 324 46.9 Z60 34.6 324 43.9 257 37.1 324 42.0 255 26.0 324 40.5 253 22.2 324 40.5 253 18.5 3Z4 40.5 253 CTED MULLION. IT WILL YIELD A MINIMUM ANCHOR C63 in 63.8 294 57.4 252 44.8 294 49.2 246 38.4 294 43.6 33.0 294 39.8 237 29.9 294 37.1 234 26.9 294 35.2 232 22.4 294 33.5 23U 19.2 294 33.4 230 16.0294 33.4 230 CAPACITY WHICH MAY BE %In 46.8 268 48.6 230 39.0 268 424 225 33.4 268 37.5 29.2 268 34.1 218 26.0 268 31.6 215 Z3.4 268 29.8 212 79.5 268 28.0 210 16.7 268 27.7 209 14.6 25B 27.7 209 USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 72 m 35.0 225 37.9 196 30.0 225 32.2 191 25.7 225 28.4 22.5 225 25.6 1B5 20.0 225 23.5 182 18.0 "725 22.1 i8D 15.0 225 20.3 177 12.9 225 19.6 176 11.3 225 19.6 176 gNCHOR CAPACITY TABLE. 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 19.2 202 21.5 167 17.0 202 19.7 t6515.3 202 18.4 163 12.6 2.%160 10.9 202 15.9 158 9.6 2D2 15.8 75B 192 29.6 168 23.6 192 25.1 105 20.2 192 220 17.7 192 19.7 159 15.7 792 78.1 157 14.2 192 16.8 155 11.8 192 15.2 152 10.1 192 14.4 160 8.9 192 14.2 150 90 in 10.5 144 19.0 12B 15.4 144 16.1 120 %in 15.2 127 15.6 113 SUDstrate: 2A Concrete 3K Concrete 368 Conic. Hollow CMU Filled CMU PT Wood Meial Anchor Capacity AnchaT Type: 3/16' Eho Ullrecon 1/4' Elco Ullracat T16' DeWall Will.-Uliacom 1/4" DeWall 5/16" Elco Ultacaf 3116' Lim Ullacon 114" Elco Ullacon 3'16' DeWall Ullrxmt 1l4" DeWall UOrzcair 114' SS Etc AygreGalor 5116" Elco Uittacm 1/4" SS FJco A9gneG arar #10 Sled Screw (G5)Sc 412 Steel rew (G5) #12 Sled Sblev (G5) (Ibs) Eage Dlstance(In): 1" 2-1/2" 1" 2-tit' 1^ 2.112' 1. 2-1/2' 3-1/8' 1" 2-112' 1^ 2-12' 1" 2-112' 1" 2-11T 2" 3-1/8" 2' 0.41r 0.54" 0.324" Embedinelt(In): 1-Wr 13/4' 1-314' 13'4" 13/4" 1314" 1314" 1374' 2' 1-l4^ 1-1/4' 1-1/4^ v 7-1/4' 1-114^ 1-1/4" 1-1/4' 1-1/4" 1-114^ 1-11W 2' 13/8" 1-38" 'Was 2 Anders Q 4.75" Min. O.C. / Standard or005e1 Clip 09g. 1): 39U IDS 39D Its 450105 890 Its 3101DS 630 IbS 2201tes 8701b6 1644 Iles �N/A 2701DS 2801DS 354 Ida 74D IDS 2301US 3701D5 3201D5 590 Its 3741DS 6641ts 9461bS 341 IDs 4421bs 560 Ibs 4 AndrasQl.lS Min O.C. l Standard (or Oftd) Clip (Fig. 2): 4801D5 7001Ds NIA NIA 320 lbs 12W IDs 370 ID; NIA NIA 350IDs NIA IVA NIA 740 IDs N/A WA NIA N/A NIA 6821DS $851DS 1120IW 4 Anchors Q W Min. O.C. / (2) 2X5 Argle Clips / (Fig. 3): 760 IDs 7801DS 6801Ds 1560 IDs 62D Ibs 1261D IDS 440 Its 1740 IM 18961bs 5401W 56010s NIA 760 Ibs 460lbs 740 lbs 54011is 116D IDs 7481D5 880 Its 18921U+ 6821DS 8051D5 11201bS 2 Anchars @ 0.45' Min O.C. / U-Clip. InI0 .125" Alan. (Fig 4): WA WA NIA IVA NIA N/A WA N/A NIA NIA WA NIA NIA NIA WA NIA WA NIA N/A N/A WA NIA 7151DS 1 Antler/ FCIIp (Fig. 5)7 195 IW 111105 225 Ibs 44111, 116 Ibs 3151D5 1101D5 4351W B221bs 1351es 140105 17716s 3701Ds 11516v 18,5Ids 1601Ds 290IDs 1671D5 33210s 47310s 1701Ds 2211Ds 2801D5 2 Archers 01.15-Min. O.C./F-ClIp(Fig.Q r.InTF FnR THE nFFr4FT I n Ip I1SF THE SAMF ANCHOR 240 Its 355 010 PATTERN N/A AND NIA ANCHOR lie Fs VALUES 6301D5 AS THE 1851Ds STANDARD NIA CLIP. N/A N/A iW lbs N/A WA NIA 3MIbS NIA WA N/A N/A NIA 341 Ib9 442lb5 1 550 IDS FIGURE 1: FIGURE 2: TABLE NOTES: to 11) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 1 0 F ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5AND BEA MINIMUM OF.125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/2612026 By ✓"''") Miami -Dade Product Control tt,,ttnllll;/I/ GEN �r No.58705 s r Z oFG S G NAL A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 3A Mullion Capacity Table (Ibstill ANCHOR CAPACITY Opening Width (tor vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) ADJUSTMENT FORMULA: 501. 60 in 701n 80 In 90 in 100 in 120 in 1401n 16U in ANCHOR CAP.,.,,_,,,,,. 2.11 Rectangular TraDRdd` Re4lengular Traprniang. Rectangular Trap7Triang. Rectangular TrapiPlang.[Rectangular Trap/Tdang. Rectangular Trap/Tneng. Rectangular Trap/7dano.[Rectangular Trap/rriang Rectangular Trap/Tdng. (DP ,)X )1 x Lading Larrg Lading Wading Loading Loading Loading Loadingding Loading Loading Loading Loadng Loadingading Loading Loading Loafing MULLION CAP.,.".,,,,,,,.375 In Tub _ " ' z' ?' a �' ?' ?' �' =ANCHOR CAP.,ti,8 fibE,$.'g'SMUNon € s �o �� �� a �a�� 8 a �G �s ,G a a od �� St� S� 5'9 k2 tL�LgUSE '3 S 52 $33 8 Ps €� g S&! s € §d3 THIS FORMULA TO OBTAIN "ANCHOR CAPACITY a¢ �..- a¢ �o a`¢ �o d`¢ ��. ¢" a¢� g,SB �c a ¢ so d`¢ fo d` s� a`¢ �o a`d ��- d`¢a`¢ gTHE s=,¢ �€ a`¢ �S. ¢`rc REQUIRED" CORRESPONDING 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 1116 170.0 5217 1170.0 1240 170.0 521 148.7 1301 170.0 521[37 1301 170.0 521 111.5 1301 170.0 521 TO AN ACTUAL PRESSURE 481n 170.0 7G8 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 651 151.8 1139 170.0 677 135.6 1139 170.0 680 113.9 1139 170.0 680 1139 170.0 630 85.4 1139 170.0 500 REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER 50.6Y51n 170.0 747 170.0 563 170.0 896 170.0 631 167.8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 755 1032 170.0 756 73.4 1032 170.0 756 THAN THE MULLION CAPACITY 54 in 170.0 797 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 9D7 152.5 720 107.5 907 145.0 714 96.8 907 141.1 710 8D.6 907 140.0 709 907 140.0 709 60.5 907 140.0 709 (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL 60 In 141.1 735 151.5 626 117.6 735 130.3 611 100.8 735 116.0 599 88.2 735 106.2 590 78.4 735 99.5 583 70.5 735 95.1 578 58.8 735 91.8 574 735 91.8 574 44.1 735 91.8 574 YIELD A MINIMUM ANCHOR 63 in 121.9 656 130.0 570 101.6 665 111.5 557 87.0 666 90.9 547 76.2 666 90.1 538 67.7 Sea 83.9 531 60.9 666 79.8 526 50.8 666 75.8 521 666 76.6 521 38.1 660 75.6 521 CAPACITY WHICH MAY BE c 661n 106.0 607 112A 522 68.3 607 96.1 511 75.7 607 85.0 501 es 2 607 77.1 4B3 58.9 807 71.5 488 53.0 607 67.6 481 44.2 6D7 83.4 476 607 62.7 476 33.1 607 62.7 474 USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE j 72 in 87.8 510 85.8 443 68.0 510 73.0 434 58.3 10 64.3 426 51.0 510 57.9 419 45.4 510 53.3 413 40.6 510 50.0 408 34.0 510 45.9 402 510 44.4 799 25.5 510 44.3 399 ANCHOR CAPACITY TABLE. E761,, 69.4 458 72.5 400 57.8 458 61.7 392 49.6 458 54.1 385 43.4 458 40.6 378 38.6 458 44.6 373 34.7 458 41.6 368 28.9 458 37.7 362 458 36.0 359 21.7 458 35.7 359 781n 64.2 435 67.0 381 53.5 435 56.8 373 45.9 435 49.8 366 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 26.8 435 34.4 344 435 326 341 20.1 435 32.2 340 90 in 41.8 327 43,1 290 34.8 327 36.4 285 29.9 327 31.8 280 26.1 327 28,3 275 23.2 327 25.7 271 20.9 327 23.7 268 11.4 327 21.0 262 327 19.3 250 96 in 34.4 287 35.4 257 28.7 2B7 29.9 252 24.6 287 26.0 248 21.5 267 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 16.9 232 108 in 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 15.1 7 16.0 195 111 in 22.3 215 227 1S4 Ia.6 215 19.1 191 15.9 215 16.6 188 120 In 17.6 184 17.9 167 TABLE 3B Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type. Tie" Ell. Ultracon 1/4' Elco Ulaac.n 3116" Dewalt Ullracort. 1/4' De Wall Ultracon. 5116• Elco Ulaac.n 3118' Etc. Na...n I - Ell Ultrdc.n 3/16• DeWall ultra- 114' Oswalt Ultmcon. 1/4' SS Elco A eGalor 99r 5115' Elco Uloacon 1/4' SS Elco A reGator !N #10 Steel Screw G5 ( ) #12 Steel Screw G5 ( ) #12 Steel Screw G5 1 ) (Ibs) Edge Distance (in): 1• 2-112' 1" 2-1/2" 1' 2-112" 1' 2-117 3.1/8' 1" 2-vr 1- 2-i/r 1. 2-v2" 1' 2-1/2• 2"3.118" r 0.48• 0.54• 0.324" Embedment(in). 1-3/4' 1-d/4- 1-3/4' 1-3/4' 1-3/4• 1.T/4- 1-3/4- 1.3/4• 2" _ 1-1/4• 1-1/4' 1-114" 1-114' 1.1/4" 1-1/4• 1-t14' 1.1I4' 1-1/4' r 1-T8' 7-318" vales 2 Antrim. @ 4.75' Min. O.C. / Standard or Offset alp (Fig. 1): 3901N 39U lbs 450 lbs 0901E 3101N 6301N 220lbs 870 IN 1644lbs 2701E 2801N 354 IN _11/4' 7401E 2301E 370 IN 3201E 5801N 374 lb, 6641be D461N 341 Ibs 4421N 5601N 4 Anctere @ 1.15• Min. O.C.I Standard (or Offset) Clip (Fig. 2): 4501E 7001tu NIA NIA 3201N 1260 IN 370lb. WA WA WA 380 IN WA WA NIA 7401bs N/A NIA WA N/A N/A 6821N 885 IN 11201E 4 Anchors @ 3' Min. O.C. / (2) 2.5 Angle Clips / (FIg. 3): 780 IN 780 IN G80 IN 1560 Ibs 6201E 126U IN 4401E 1740 IN 1896 Ills 540 [be 5601E WA 760 IN 460 IN 740 lbs 6401E 1160 Ibs 748 IN 880 IN; 18921N 682 IN B85IN 1120 IN 2Amhors @ 0.45• Min. O.C. / UCBp, into .125' Alum. (Fig. 4): WA WA NIA WA WA WA NIA WA WA WA WA WA WA NIA NIA WA NIA WA WA WA WA NIA 7151N 1 Anchor/F-Clip (Fig. 5): 1951E 1951bs 2251E 4451E 1551E 3151E 1101hs 4351E 6221E 1351E 1401E 1771E 3701E 1t51N 1851bs 1601E 2001E 1B71N 3321N 47 IN 1701N 2211E 2801bs 2Anch.rs @ 1.15' Min. O.C./ F-Clip (Fig- 61: 240IW 350 lbs NIA WA 1601E 630 IN 1851E WA WA WA 1901be WA WA NIA 3701N N/A WA WA WA NIA 341 IN 4421E 5601E NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CD C\ ` CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: TABLE NOTES: �j 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. FIGURE 3: ANGLE CUP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6D63-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1"S.S. OR 410 S.S. PRODUCT REVISED as comp)yIng with the Florida Building Coda NOA-No. 20-0406.03 Expiration Date 05126/2026 By Miami -Dade Product Control 010 LYI\bV11�" '% 1-10EN&C- -•. No.58705��'� U� •. STA�10 (V /7'//'OVAL \� ` l A. LYNrIIUI�LER. P.E. FL P.E.# 58705 TABLE 4A Mullion Capacity Table Ibs/Ba ANCHOR CAPACITY Opening Width (tor vertically -spanning InUlions) or Opening Height (tor horizuntaly-spanrting tnUlions) ADJUSTMENT FORMULA: ANCHOR CAP.,,",,_ 50 in 60 in 70 in 60 in 9D in 1001n 120 in 1401n 1601n Rsclongular TraplTdang. Rectangular TraprTriwrg. Rectangular V.plTriang• Rectangular TraplTdang. Rectangular Tr4plTdang. RaclanBWar TrapRdang. Rectangula Treplitiong. Rectangular Trap7Tliana. Rsetangula Treplydeng. (DP =) X ( ) 1 x 2.76 x Loadin e LoadU g Loading g Loadn 8 Loading 9 Loading g Load. g Loading g Loadin g Loadn g Loadin g Loadin g Loading 9 Loaft g Loading g Loading Loadin g Loadn g MULLION CAP.,,,,,,,,,,, .660 Alum. Tube z' r zs 2'_ a r r a^ z' r p r - t a 2" =ANCHORCAP.o , Mullion �� R. a o� $ � a a � a a 2- aB $g - � ' o o ci o N o o v v a o iu a o u o a o_ USE THIS FORMULA TO OBTAIN 3� 15. 5� o. S i� � Fs � rb t= 3� `Q o� r.� g� t ;„ t.z& o� r' =� ra � to € o0 to '� �� �� s THE"ANCHOR CAPACITY �¢ �� do d` �� ali s a`rc �o �rc Eo d`re $¢ - z'' d` �� d`rc <' d`¢ hoc REQUIRED"CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 421n 170.0 620 170.0 435 170.0 744 170.9 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 155.7 1620 170.0 521 138.8 1020 170.0 521 46 in 170.0 708 170.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170.0 68D 106.3 1417 170.0 680 OPENING, WHEN IT IS LOWER 50.025 in 170.0 747 170.0 583 17D.0 696 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 162.6 1288 170.0 747 146.3 1286 170.0 756 121.9 1286 170.0 756 104.5 1288 170.0 756 91.4 1286 170.0 756 THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE 541n 170.0 797 170.0 612 170.0r757 170A 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 356 100.5 1130 170.0 881 88.1 1130 170.0 861 75.3 1130 170.0 861 SELECTED MULLION. IT WILL 60 In 170.0 805 170.0 701 148.5 162.3 701 125.5 915 144.5 746 109.0 915 132.3 735 97.0 915 123.9 726 87.9 915 118.5 720 73.2 915 114.4 715 62.8 915 114.4 715 54.0 915 114.4 715 YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE 63 N 151.5 830 161.9 710 120.5 133.9 694 108.5 630 123.2 081 94.9 030 1122 670 84.4 330 104.6 652 75.9 530 99.4 656 63.3 830 94.5 649 54.2 830 94.1 649 47.4 830 94.1 649 USED TO QUALIFY ADDITIONAL 66 in 132,1 757 140.0 650 110.0 119.8 838 94.3 757 105.9 824 82.5 757 88.1 614 73.4 757 89.1 600 66.0 757 842 B00 55.0 757 79.0 583 47.2 757 782 591 41.3 757 78.2 591 ANCHOR OPTIONS FROM THE c 0 72 in 101.7 636 108.8 552 64.8 91.0 540 72.7 636 80.1 530 63.6 030 72.2 521 56.5 636 66.5 514 50.9 636 62.3 508 42.4 835 57.2 500 36.3 636 55.3 497 31.8 638 55.2 49776 ANCHOR CAPACITY TABLE. in 66.5 571 90.4 498 72.1 76.8 48a 61. 571 67.4 479 54.1 571 60.6 471r23.8 571 55.5 464 43.2 571 51.8 459 36.0 671 47.0 451 30.9 571 44.8 447 27.0 571 44.5 446761n 80.0 542 83.4 474 86.7 70.8 465 $7.1 542 62.1 456 50.0 542 55.7 449 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 428 28.6 542 4D.6 425 25.0 542 40.1 423 90 in 52.1 407 53.7 361 43.4 4D7 45.4 355 37.2 407 39.6 349 32.5 407 35.3 343 407 32.1 335 2D.0 407 29.6 334 21.7 407 26.1 327 18.6 407 24.1 322 16.3 407 23.0 319 961n 42,8 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 26.8 35H 2e.8 304 358 26.1 300 21.5 358 24.0 296 17.9 358 21.0 269 15.3 358 19.2 284 1081. 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.6 247 18.6 283 lge 244 283 18.0 240 15.1 283 16.5 237 EPF 4EH Ill In 27.8 267 28.3 242 23.1 257 23.6 235 19.8 257 20.6 235 173 267 16.3 231 267 16.5 22a 12011, 1 22.0 229 22.3 209 18.3 229 18.8 205 15.7 229 16.2 202 Substrate: 2.7k Concrete 31, Concrete 3.51, Con.. Hollow CMU illed Ch1U PT Wood Metal Anchor Capacity Anchor Type: WIV El.. Ultracon 1W El.. Ultracon 3116' De Wall Ultraconl 1/4" De Wall Ultwcon. 5/16' Elco Ulnacon WIVE.. UlOacon 114' Elco 1.111 en 3116' DeWalt Ultracon. 1/4' DeWelt Ultracon+ 114' SS Elc. AggreGalar 5/114' UA99raGalor SS Elco a10 Steel Sciew(GS) Maisel Screw(G5) 012 Steel Screw(GS) (Ibe) Edge Distance (In)' 1' 2-tfT 1' 2-12' 1' 2-117 _ 1' 2-1IT 31/B' 1' 2-11T 1' 2-1/2' 1' 2-11T 1' 2-t12' T T 0.48' 0.54' 0.329' EmbedmeN gn): 13/4' 13f4' 13/4' 1-3/4' 1-3/9' 1314° 1.314' 1.3/4' 2' 1.1f4' 1.1/4 1-1/4- 1-114- 1.1/4' 1.1f4- 1-114- 1-1f4' 1-IW T 1318- 1.3/8' canes 2Anions 0 4.75"MIn. O.C. /StandardorOffset Wp (Fig. 1): Mile 3901bs 4501bs 890lbs 310 Ile bW 103 220 lbs 8701bs 16441rn 270 Mw 280 lb. 354 lbs 740 Os 230lbs 370 his 3201bs 580 lbs 374lbs 946 Ns *IWVANIA 341 Ibs 4421M 560 IM 4 Anchors @ 1.117 Min. O.C. / Slandard (or Offsel) Clip (Fig. 2): 480lbs 700lbs NIA WA 3201bs 1260 IM 3701bs WA WA WA 380 Ibs WA WA WA 740 Ibs WA WA WA WA 682 lb. 8851 112015s4Anchors @WMln. O.C. /(2) 2s5 Angle Clips/ (Fig. 3): 7801bs 7801bs 680 lbs 1560 lbs 620lbs 126UIba 4401bs 1740lbs 1896IM 540 lbs 660 lbs WA 760lbs 4601bs 7401be 640 Ors 1160 lbs 748lbs 10921as 6821bs 88 I 112U lb. 2An h.. (81 0.45'Min. O.C.! U-Clip, Into.12Y Allsn. (Fig. 4): WA WA WA WA WA WA NIA WA WA WA WA WA WA WA WA WA N/A WA WA WA A 715 IW 1 Anchor / F-pip (Fig, S): 1951bs 1951bs 225 too 4451bs 1551bs 31516a 110 Ins 4351bs 822lb. 1351t. 1401as 177 Ibs 370 lbs 1151bs 1851bs 1601W 290 Ib. 187 IDs4731bx170Ibs 221 Jos 2801bs 2 Anchors®1.15' Min. O.C./ F•Clip(Fig. 5): 240IM 350 lbs WA WA 160lb. 6301b 1851bs WA WA WA 190lbs WAWA WA 3701W WA WA WA WA 341 lbs 44210s 5Wn. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS I HE S I ANUARU Cur. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: • LI__ll_� � • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & 912 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1"X 2.75" X .650" MULLION LU EL F W U 2 U Z >Q W Z PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 0512612026 By !� Miami -Dade Product Control No. 58705 • A 162T61aF � •. O .... •� ` NAL A. LYNNIIWII!Lt' P.E. FL P.E.# 58705 TABLE 5A Mullion Capacity Table Ibs/B1 Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally-spainning mullions) 501n 601. 701n 80 In 901n 100 in 120 in 140 in 160 in 1" x 3.125" x Rectangular Loading Trap/Tdang. Loadng Rectangular Loaning TrepRdan9. Leaning Rectangular Loadmg Trap/Tdang. Loading Redangltar Loaning Tap/Tdeng. Loading Roctangular Loading Tiep7Tdmg. Loading Rectangular Loading Taprrdang. Loading Rectangular Leading Trap'Tilan9- Loadng Rectangular Loading TrapMang. Loaning Rectangular Loading TreplTdeng. Loaning .500" Alum Tubo Mull a U o� a "g Uo r� r U ak u t r o €� a e U `$ a U $� p U is a a u o Mo z- B o t& d`- ., 0 fc a e�� oa t.g¢ d`d o r cio s.9 d`C a �� i i �� rya s, 4` a U 9� a e� U$ L, d`a r a U _� �c .. o$ �$ L, d` : u $� 2c a U< je d`0a/ i r oB, ua to £ o ;� r 8 u$ t= r u �� r 4��� U e" a U €� U" a& v u 5 s u9 �' r $ U o ,3 e" e u o a� u 42 N 170.0 620 170.0 435 170.0 744 170.0 475 170.0 866 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521 481r1 170.0 708 170.0 524 170.0 850 170.0 5B4 170.0 992 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 877 170.0 1417 170.0 680 157.7 15" 170.0 6B0 135.1 1577 170.0 680 118.2 1577 170.0 680 50.025 in 170.0 747 170.0 503 170.0 898 170.0 631 170.0 1046 170.0 04 170.0 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 170.0 766 106.3 1495 170.0 758 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 656 124.6 1401 170.0 661 103.8 1401 170.0 661 93.4 1401 170.0 681 60 In 170.0 065 170.0 701 170.0 1063 170.0 797 158.5 1158 170.0 878 138.7 1158 107.0 928 123.3 1156 156.5 917 111.0 1156 149.7 910 92.5 1156 144.5 903 79.3 1156 144.5 003 69.4 1150 144.5 903 631n 170.0 930 170.0 745 159.8 1D49 170.0 850 137.0 1049 155.5 860 119.8 IU49 141.7 046 106.5 1049 132.0 836 95.9 1049 125.5 628 79.9 1049 119.3 820 68.5 1049 115.9 819 59.9 1049 ti8.9 819 a rA in 166.8 955 170.0 789 139.0 955 151.3 604 119.1 955 133.7 788 104.2 955 121.4 776 92.5 955 112.6 765 83.4 055 106.4 757 59.5 955 99.8 59.0 955 98.7 746 521 B55 96.7 746 J 721n 128.5 803 134.9 697 107.0 803 114.9 B82 87.8 803 101.1 670 80.3 803 912 659 71.4 803 83.9 649 64.2 803 78.6 612 57.5 803 722 45.9 803 89.6 828 40.1 807 69.7 627 5 M 76 to 109.2 721 114.1 629 91.0 721 97.0 616 78.0 721 85.1 605 68.3 721 76.5 695 60.7 721 70.1 SM 54.0 721 65.4 579 45.5 721 59.4 39.0 721 56.6 584 34.1 721 56.1 563 76 in 101.0 084 105.4 599 84.2 684 59.4 567 72.2 684 78.4 576 63.1 684 70.4 567 56.1 684 64.4 558 50.5 664 59.9 551 42.1 684 54.1 d412 36.1 684 51.3 536 31.6 6M 50.6 534 00 W 05.8 514 67.9 456 54.8 514 57.3 448 47.0 514 60.0 440 41.1 514 44.6 433 36.5 514 40.5 427 32.9 514 37.3 421 27A 514 33.0 23.5 514 30.4 406 20.6 514 29.0 403 961n 54.2 452 55.7 404 45.2 452 47.0 396 38.7 452 40.9 390 33.9 45T 36.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22.6 452 26.6 19.4 452 24.2 359 16.9 452 22.6 355 108 in 38,1 357 38.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.8 357 252 308 21.1 357 22.7 303 19.0 357 20.8 299 15.9 357 16.0 293 13.6 357 16.2 287 11.9 357 15.0 283 1111n 35.1 338 35.6 300 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 33B 19.0 264 14.8 338 16.5 2711 12.5 338 14.8 273 11.0 338 13,6 269 120 in 27.7 289 28.2 263 23.1 289 23.7 259 19.8 289 20.5 256 17.3 289 18.1 252 15.4 289 16.3 249 13.9 289 14.9 246 11.8 289 12.6 240 9.9 2B8 it.4 238 8.7 289 10.4 232 TART F 5R ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP`")X IANCHOR CAP.,-,,,,,� 11 MULLION CAP.,,,,,,,,, =ANCHOR CAP.,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hallow CMU Filled CMU PT Wood Metal Anchor Capacity AnctrorT 9Pe: 3t16 Elco Ullacon I 1/4' Elco Ulbacon 3/16' DeWalt UIIr4cbIH 114" DeWall Ullmc- 5116' Elco Ulaacon 3/16' Etc. Ulu acon 1W UllaUltracon. 3/16" 1 eWall 114' De Wall Ultmcom 114' SS Elco AggmGaler 5116' Elco UiOacen 1/4' SS Elco AggreCaIor #10 Steel Sciew(G5) #125teel Screw(G5) 012 Steel Screw(G5) (Ibs) Edge Olslawe(in) 1' 2.1IT 1' 2-1/T 1' 2-1/T 1' 2-112' 3-Vil" 1' 2-1rT 1' 1' 2-1r2' 1' 2-11T 2' 3-118' r 0.48' 0.54' 0.324- Emhatlment(InJ: 1-3I4- 1.V4- 1-3/4- 1-7/4' 1-3/4- 1-314' 1-314' 1.3/4' T 1-114- 1-1/4' 1-1/4- -114- 1-114- 1-1/4- 1-1/4- 1.1W 1-1/4' 2' 1a/8' 1318' lines 2 Anolars @ 4,75' Mtn. O.C. / Standard ar Offset Clip (Fig. 1T 390lbs 390 lbs 4501bs 8901b3 3101bs 6301bs 2201bs 870 lbs 1644 lbs 270 lbs 2110 lba 354 lbs 0lbs 370 IW 320 Ibs Me Ibs 374 lbs 6641bs 9481be 34111n 442lbs 5601be 4 Arlchurs @ 1.15' Min. O.C. / Standard (or Offset) Gip (Fig. 2): 48010e 7001bs NIA WA 320IW 12001ea 370lbs WA WA WA 3501W WA I740lbS230lbs IA 7401bs WA NIA WA WA WA 682 lbs 885lbs 11201bs4Anchors @ 3' Min. O.C. /(2) WAngle Gips /(Fig. 3y 780lbs 7801bs 680 lbs 1560 Ibs 62010s 126DIbs 4401M 1740 ft 1896 Ibs 540 IM 6W Me WA 010s 740 Ws 64D lbs 11601bs 748lbs B801be 1892 Iba 682 lbs 8851bs 1120 Ill 3AMhoie @ 0,45"Min. O.C. / U-Clip, Inlo.12V Alum. (Fig. 4): WA WA WA WA WA WA WA WA WA WA WA WA A NIA WA NIA WA WA NIA WA WA 10T3Ibs 1 AnchorI F-05p (FIB. 5): 19510a 195 Ws 2251be 4451be 16516s 3151ba 1101bs 4351bs 8221be 135 We 140 We 177 lbe 51bs 16.51bs 100 We 29010.s 1871bs 33210s 473 IN 1701bs2Anchors @ 1.15Min. O.C.I F-Clip (Fig. 6): 240Ibs 3501Ds WA WA 1601bs 6301bs 18510s WA WA WA 190Ibs WA IA 3701bs WA WA WA WA N/A 341 Ibs 4421bs 5601bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Uj IL - af O S U Z Q LU W 7- U W EL CD J J In i X PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By �/ t Miami -Dade 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 AND70R OPENING WIDTHS IS ALLOWABLE. 1-1.000"-1 3 125„ 71111111, FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. `��� �C�Y V�/ `�F • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q-, •• FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ,�.: No. 58705 ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED -�i- CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED 1 ;O •, / 2O �^ FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" 1' X 3,125" X MULLION :; % Q '•- Y7 rE THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND .5' (1-VFMULLION)THICK ,c �i Cc •'•.LORIDp•,. •' \�� i �$' •... G . / .L. 0,"` % THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. 7tS/ONA. A. L�MMILVA' P.E. FL P.E.# 58705 TABLE 6A Mullion Capacity Table (Ibsffe) ANCHOR CAPACITY Opening Width (tor vertically -spanning mullions) or Opening Height (tar horizontally -spanning mullions) ADJUSTMENT FORMULA: 50 in 60 h1 70 in 60 in 90 in login 120 in 140 in 160 in ANCHOR CAP.,,,,,,,a,_ 1x4x.125 Rectangular Loading Trap/Triang. Loading Rectangular Loading Tap/idang. Loading Rectenguier Loading Tap?danB. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TreprTdang. Loading Rectangular Loading TaplTdang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading Trap/Trang. Loading Rectangular Loading Trap/Tdang. Loading (D �) X (MULLION ) CAP.,„„,,,,. Alum. Tube Mullion •G^, o 2� gS ci =• �"� ¢z n > o �� r �Vt� ii 6 ¢ ,* �. ci _£ ��. a< ci t� ¢rc .>v' a % o £ a io ¢¢ .+_•.. i5 o G.9� c7 b d`rc o g c3 o �_. -.- $� 3 o i� d`¢" z a i< a _•� F �5, $ o a`� a ° ci ^ 3G E z• $�. is 2 & d`rc a a ci �� a^ ci t& a=rc �• e� ��, x 1i o ¢rc £'_ i5 i a 3n �' G o a 3 $ b' ac¢ r _ � _ �•_ 3 a� x o� a 3 �_• r ` g �•� a� a S ^�' g• �rc z o -g s ¢rc A o -'g gam. ,� di c $ �¢ n _ '3� g n z3 �i �rc =ANCHORCAP.,�. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 145.8 1489 170.0 521 127.6 1409 170.0 521 46 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 150.3 1303 170.0 680 130.3 1303 170.0 650 111.7 1303 170.0 680 97.7 1303 170.0 680 OPENING, WHEN IT IS LOWER 50.625 in 170.0 747 170.0 563 170.0 895 170.0 531 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 756 87.8 1235 170.0 756 THAN THE MULLION CAPACITY 541n 170.0 797 170.0t 0 955 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 003 137.2 1158 170.0 837 123.5 1158 170.0 856 102.9 1158 170.0 861 ae.2 1158 170.0 861 77.2 1158 861 (FROM THE TABLE) . I THE SELECTED MULLION. IT WILL Bo In 170.0 885 170.07 1042 170.0 797 142.9 1042 161.1 B32 125.1 1042 146.7 815 111.2 ID42 136.8 801 100.0 1042 130.2 791 83A 1042 126.1 782 71.5 1042 125.1 782 62.5 1042 782 YIELD A MINIMUM ANCHOR 63 in 170.0 930 17o.0 892 10.6 816 129.6 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 768 90.7 992 114.3 75B 75.6 992 100.4 745 64.0 992 108.0 744 56.7 992 744 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL $ 661n 165.4 947 170.08 947 748.0 7B6 118.1 947 170.3 768 103.4 947 117.7 752 91.9 947 108.7 778 82.7 947 1022 727 68.9 947 95.1 713 59.1 947 94.0 711 51.7 947 711 ANCHOR OPTIONS FROM THE c or 72 in 135.9 849 142.72 849 121.6 722 97.0 849 106.9 708 $4.9 049 96.4 696 75.5 849 88.7 680 67.9 849 62.7 675 56.6 B49 75.3 659 48.5 049 72.5 652 42.5 849 I 651 ANCHOR CAPACITY TABLE. 751,. 115.5 762 120.7 762 102.6 652 82.5 762 90.0 640 72.2 762 80.9 629 64.2 762 74.2 620 57.8 762 69.2 613 48.1 762 62.6 602 41.3 762 59.9 597 36.1 762 595 78 in 106.9 724 111.4 T24 94.6 621 76.3 724 829 609 66.a 724 74.4 599 59.4 724 68.1 591r344.8 724 63.4 583 44.5 724 57.3 573 382 724 54.3 567 33.4 724 565 90 in 69.6 543 71.8 483 58.0 643 60.7 4 44 49.7 543 52.9 466 43.5 543 47.1 458 38.6 543 42.0 462 543 39.5 446 29.0 543 34.9 436 24.11 543 32.1 430 21.7 543 426 light 57.3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 478 30,5 400 31.8 478 34.8 400 478 32.0 395 23.9 478 26.1 365 20.6 478 25.6 380 17.9 478 376 108 in 40.7 377 41.1 341 33.5 377 34.6 335 28.8 377 30.0 370 25.2 377 25.6 325 22.4 377 24.0 321 377 22.0 317 16.8 377 19.0 310 14.4 377 17.1 3D4 Ill in 37.1357373 323 30.9 357 31.8 318 26.5 357 27.6 313 23,2 357 24.4 309 20.6 357 22.0 305 357 20.1 301 15.4 357 17.4 294 120in 29.3 305 29.8 279 24.5 306 25.1 274 21.0 306 21.7 270 18.3 306 19.2 267 16.3 3- 17.3 263 1. 17.0 212 17.2 196 Substrate: 2.7k Concrete 3k Concrete 3.5k Can.. H000w CMU Filled CMU PT Wood Metal Anchor Capacity Anchor TT 3116' Elco Ullraoon 114' Elco Ultracon 3/16" DeWall ultra-, 1U4' DeWall Ullracon. 5/16' Elco Ullracon 3116" Elco Uilacon 114' Elco Ultfacon 3/16' DeWall Ullmcoru 1/4" DeWall UII ac... 114' SS Elco AggieGalor 5/16" Elco Ullracon 1/4' SS Elco AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) 912 Steel Screw (G5) (ibs) Edge Distance (n): 1" 2-7/T 1' 2-11T 1' 2-t/2' 1' 2-7/2' 3.118' 1' 2-1/2" 1' 2.1/2' 1' 2-1/2' 1' 2-7/T T 3.1/6' 2" GAV 0.54" 0.324' Embetlment tin): 1-314" 1314" 1314' 1.314" 1-W 13/4' 1.314" 1-314" T 1-1/4' 1-114' 1-1/4" 1-1/4" 1-1/4' 1-1/4" 1-1/4' 1-114' 1-1w 1-1/4' T 12/0' 1.318, varies 2 Arrcllors @ 4.%S Min. O.C. / Standard or Offset Clip (Fig. 1&2): 390 lbs I 39U His 450 Ibs 8901bs 310lbs 830 His 22016s 870 lbs 1644 His 270 Ibs 280 Iris 354 Ibs 7401tu 230 Iris 370 lair 3201bs 580lbs 3741bs 664 His 9461bs Ml His 442 lb. 0 Ibs 4 Anchors @ 2.25 Min. O.C. / Standard (or Offset) Clip (Fig. 3): 70016s 700 Ibs 580 Ibs 1410 lbs 620 lb. 1260 lbs 4201bs 17201es 952 lbs WA 560 Ibs WA 630 lbs 390 lbs 740 His 510lbs 10601bs WA 880 Ibs N/A 682 lbs 855lb. 1120 Ibs 6 Anchors @ 1.15- Min. O.C. / Standard (or Offset) Clip (Fig. 4): 9601as 1400 Ica NIA WA 640 lbs 25201bs 740lair WA WA WA 7801hs WA WA NIA 148016a N/A WA WA WA NIA 13631bs 17701es 2240 Ibs 4 Anch- @ X Min. O.C. / (2) 2c5 Angle Gips / (Fig. 5): 76016s 780 Ibs 680 Ibs 1660 Ics 620 lbs 12601bs 440 lbs 1740 lbs 189E lbs 5401bs 5W Ibs WA 760 lbs 46016s 7401bs 640 lbs 1160 Ibs 7481bs 860 lbs 1892 His 6821bs 885 We 11201bs 6 Arlchca @ 3' Min. O.C. / (2) 2k5 Angle Gips / (Fig. 8): 11701bs 17701bs 102016s 23401as 9301bs 189010s 6601bs 281016s 28441bs 8101Ua 8901bs WA 1140WNNIA 11010.s 9601bs 17401bs 11221bs 13201bs 2B3a 105 10221bs 13271D5 16801bs 4 Anchors @ 0.45' Min. O.C. / UClip, Into .125" Alum. (Fig. 7). WA WA N/A WA WA WA WA WA WA WA WA WA WAI A N/A WA WA WA WA WA NIA 1430 Ibs 2 Anclloa @ 2.25' Min. O.CJ F-Qip (Fig. B): 3501 W 350 lbs 290 Ibs 705 lbs 31010s 53016s 2101bs BBO IDs 47616s WA 28016s WA 3151370 16s 2S51Ds 530 lbs WA 440 Ibs WA 341 Ibs 4421bs 5601bs 4 Anchors@ 1.IW Min. O.C./ F-00pI ig. 9): 4001bs 7001bs N/A WA 3201b5 12601as 37D IDs WA WA WA 38016s WA WA740 IOs WA NIA WA WA WA 66210s 8B516s 11201as PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05126/2026 By ✓�f Miami -Dade Product Control NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANU ANCHUK VALUts As I Ht s I ANUAKU liLlr.(-- TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE 111 I 11111 /! , • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \ �N`r _}•(y'71/) ., 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ` '• �1GEtJ,q' • • • • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES 4.000" �' No. 58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED, APPROXIMATE HOLE LOCATIONS. ZrZ 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOWAND GROUT -FILLED Q •<1 • • • • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM B 606 WOOD SHALL BE PRESSURE -TREATED YELLOW .125" i• F(OR70P. SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"THICK. STEEL i • .... STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK �., 10NAL' � ```" ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & 7• X 4" X .12- L1 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. MULLION A. LYN�I I .# 5870 P.E. FL P.E.# 58705 TART P 7A Mullion Capacity Table (IbsMt2) ANCHOR CAPACITY Opening Width (for vertically -sparring mullions) or Opening Height (for horizontalty-spanning mullions) ADJUSTMENT FORMULA: 1 x 4 x .375 50 in 60 in 70 in 60 in 90 In 1001. 120 in 140 in 1601n ANCHOR CAP.,,,,,,,,„, (DR-) X MULLION CAP.,,�„�.,a Rectangular Loading Trap/Tin-g. Loading Rectangular Loading Trap7Trlmg. Loading Rectangular Loading Tap4riang. Loading Rectangular Loading Tr.prt. no, Loading Reclanguiar Loading Traprtdang.[R,daneulo7 Loadingoading Tmp/Tdang. Loading Rectangular Loading TaplTdang. Watling Rectangular Loading TrapRdane. Loading Rectangular Loading Trap7Tr1an9. Loading Alum. Tube Mullion_ p r z r r r p r r r r r .0 d 65 '.�� r ;$g-_I? r _��� � g �o r ` r p �� r �¢ _ g� g G r _ i� r �90 d d`a £ E� .L21 5 ` r �� r $ E a`rc =ANCHOR CAP., USETHIS FORMULATOOBTAIN THE "ANCHOR CAPACITY REQUIRED"CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 42 in 170.0 620 170.0 435 170.0 744 170.0 470 170.0 668 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 .0 1240 170.0 521 170.0 1408 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 48 in 170.0 70B 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 651 170.0 1275 170.0 677 170.0 1417 170.0 600 17DA 1700 170.0 600 170.0 1983 170.0 680 151.8 2024 170.0 68U OPENING, WHEN IT IS LOWER 50.625 In 170.0 747 1 170.0 563 170.0 896 170.0 031 170.0 IG46 170.0 684 170.0 1195 1 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 110.0 756 158.0 1919 170.0 756 136.6 1919 170.0 756 THAN THE MULLION CAPACITY 541n 170.0 797 170.0 612 170.0 956 170.0 591 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.0 1799 170.0 661 137.1 1799 170.0 861 120.0 1799 170.0 861 (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL 60 in 170.0 085 _ 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 995 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1619 170.0 1063 97.2 1619 170.0 IU53 YIELD A MINIMUM ANCHOR Win 170.0 930 170.0 745 170.0 1110 170.0 B50 170.0 1302 170.0 94D 170.0 1498 170.0 1015 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 168.5 1158 100.7 1542 167.9 1157 88.1 1542 167.9 1157 CAPACITY WHICH MAY BE USED ADDITIONAL Win 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1 1086 142.8 1472 168.8 1148 120.5 1472 158.8 1130 107.1 1472 147.5 1108 91.8 1472 146.0 1104 80.3 1 1472 1 146.0 1104 TO QUALIFY ANCHOR OPTIONS FROM THE C 0 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 150.8 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1056 105.6 1320 128.6 1049 88.0 1320 117.0 1024 75.4 1320 112.6 1017 66.0 1320 112.5 1012 ANCHOR CAPACITY TABLE. 76 1n 170.0 1122 170.0 937 0 149.6 1164 159.4 1013 128.2 1184 139.9 994 1122 1184 125.7 978 99.7 1164 1 115.3 904 69.8 1189 107.5 952 74.8 11. 97.6 935 ..1 1164 93.1 .7 11.1 1184 973 925 � 781n 166.1 1124 1 170.0 967 138.4 1124 147.0 965 118.6 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 105.8 916 83.0 1124 98.5 1121 89.0 890 59.3 1124 84.3 W1 51.9 1124 83.2 878 901n 106.1 844 111.5 750 90.1 844 94.3 736 77.2 844 82.1 724 67.6 844 73.3 712 60.1 844 66.5 702 54.0 B44 61.4 844 54.2 678 38.6 844 60.0 658 33.8 844 47.7 662 %in 59.1 742 91.6 663 74.2 742 77.2 652 63.6 742 67.2 641 55.7 742 59.8 631 49.5 742 54.1 622 44.5 742 49.8 742 43.6 600 31.8 742 39.8 590 27.8 742 37.5 584 108 in 62.6 586 63.9 530 52.1 566 53.0 521 44.7 566 46.6 513 39.1 586 41.4 505 34.8 586 37.3 498 31.3 588 34.2 f4V724.0 586 29.6 481 22.3 586 26.6 472 19.5 586 24.7 4W 11181 57.6 555 58.8 503 48.0 555 49,5 495 41.2 555 42.9 487 36.0 555 38.0 480 32.0 555 34.2 473 28.5 555 31.3 555 21.1 457 20.6 555 24.3 440 18.0 5551201n 45,6 475 46.4 437 78.0 475 39.0 426 32.6 475 73.7 4211 28.5 475 29.8 414 25.3 475 26.8 409 22.8 475 24.5 475 21,7 395 16.3 475 18.7 387 14.7 475 17.2 3B7 144 1n 28.4 370 7E.7 305 22.0 330 22.4 301 18.9 330 19.3 297 16.5 330 17.0 293 TART ;: 75 Subsbate: 27k Concrete 31, Concrete Hollow CMU FNed CMU PT Wood Metal Anchor Capacity Anchor Type: 3/ltr Elco Uitracon 114" Elco Ullracon 3116" DeWall Ullracon1 114" 0eWall UlVacon+ TIVElco Ultlacon 1/4'Elo Ullracon 3/16'DeWl'1/4' U11ra.m. De Well UDracon. 1/4'SSElco AggreGalor 5/16"Elco Ultracon 1/4'SSElco AggreGalor 810Steel Screw (G5) 412Steel Screw (G5) 012 Steel Screw (G5) Edge Distance Bn]: 1' 2-t12' 1'2-1Y1 _(Ibe) 1`2-12' 1' 2-112' 7' 2-117 1' 2-1/2' 1' 2-1/T 1' 2-1/2' 7' &1/&' 2" 0.48' 0.54' 0.324' Embedment(in): 1-3/4' 1-3W 1-314" 1.3/4` 1-314' 1-3W 1-314' 1314"1-1/4' F3.5kCm. 1•1/4' 1-1/4' 1-114' 1-1I4' 1.1/4' 1-1/4' 1.1/4' 1AW 1-114- 2 1.318' 1-3W wades2Anchors a 4.75' Min. O.C. / Standard orOffset C(i (Fig. 1&2): 3901bs 390 MS 450 has 6901bs 3101bs 6301bs 2201bs 87U Ibs 270 Ibs 2801bs 3541bs 7401b5 2301M 3701W 3201ba 5801bs 314 lbs 6541bc 9461bs 341 Ibs 442 lbs 5W U. 4 Anchors @ 2.2U" Min. O.C. / Standard (or Offset) Cop (Fig. 3): 7001bs 7001bs 580 Ibs 1410 oss 620 lbs 12601bs 420 ms 1720 lbs WA 56010s WA 6301bs 3901bs 7401ba 5101bs 1060 Ibs WA 880 Ibs N/A 6821bs 685 Im 112U ha 8 Anchars @ 1.15"Min. O.C. 7 Standard (or Offset) Clip (Fig. 4) 0601ba 14001bs WA WA 6401bs 25201ba 740 IW WA WA too Ws WA WA N/A 14801bs WA WA N/A WA N/A 1:163 Its 1770 lbs 224015s 4 Anctlom @ X Min. O.C. I (2) 2x5 Angle Clips / (Fig. 5} 7001bs 7801bs 6801bs 15601bs 6201bs 12601bs 4401bs 17401bs 540 Ibs 560 Ibs WA 760 Ibs 460 Ibs 7401bs 54D Ibs 1160 Ibs 7481bs 0801bs 1892 lbs 6821bs 8851bs 11201bs 8 Anchom @ 3' Min. O.C. ! (2) 2,5 Angle Clips / (Fig. 6J: 117010s 11701ba 10201bs 23401bs 9301bs 18901bs 660 Uss 2610 Ibs 28441bs 8101bs 640 Ns WA 11401bs 6901bs 11101be 9W Ibs 17401h 11221bs 13201bs 28381bs 10221bs 13271bs 18W Ibs 4 Arohbm @ 0.45" Min. O.C. / U-01p, Into .125 Alum. (Fig. 7J: WA WA WA WA NIA WA WA N/A WA WA WA WA WA NIA NIA WA WA WA WA WA WA WA 14301bs 2 Anchors @ 2.25" Min. O.CJ F-Clip (FIg. 8): 3501W 3W Ibs 2901bs 705 Ibs 3101bs 030lbs 2101ba 8W Ibs 4761bs /A 2001bs WA 3151bs 1051. 3701bs 2551b5 530 His NIA 4401bs WA 341 or. 4421b5 5W Ibs 4 Anchors @ 1.15' Min. O.CJ F-Oip (Fig. 9). 4W Ibs 7001bs WA WA 3201hs 12B01bs 3701bs N/A NA WA 380 Ibs WA WA WA 7401bs WA I WA NIA WA WA 6821bs 8%Ibs 1 112o Has PRODUCT REVISED as camp)yIng with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Z- Miami-Dade Product Control NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. -� 1.062" f-.- --I 1.000.. r-- TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION N LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.LYJ12) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • • • 1.0 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE•. SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000` SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE T 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 0A ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .l)45" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1"X 'f" 4.000" .375" �L• 1 .375"S'/ - } '�58705 _ PJo 58705 - ' ;3 %��•. 95iiA;' OF •' ��' 'i C`S7 '-O GRID •'. `�` . • �JC' ��� ' 7/7 11 \ AL P.E.1" A. LYNN flit ILLER, . FL P.E.# 58705 4' X .375" -MULLION X a° x .375` MULLION TABLE BA Mullion Capacity Table (Ibstie) ANCHOR CAPACITY Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) ADJUSTMENT FORMULA: 50 in 60 in 70 in SO in 90 in 10D In 120 in 14D in 160 in ANCHOR CAP.,,,,,,,,,,, 1.26' x Rectangular Loafing TrapRdenO. Loading Rectangular Loading Trapadaro. Loading Rectangular Leatling Trap/rnano. Loading Rectangular Loading TrapRdang. Loading Rectangular Loading Tmp/18ang. Loading Rectangular Landing TraplTdang. Loading Rectangular Loading TreplTdano. Loading Rectangular Loading Trap/Tdeno. Loading Rectangular Loading Trap/Tdang. Loading (DP,a)X ( ) MULLION CAP.,,,,,,,,,,, 3.188" x .266" Alum Tuba Mull a a 5$ a a9 Zia Le 3 = x i d a Lv _a R 1i € �� s� r 1G 1i v i " are .' '° 1i `� �^g, ��. '.. 8v c7 � a a'fi '�r' �¢ 1i _� rg '�•+�,' �_ a ci a t- �z r a 1i `'� �� r "B 3 `• �e r g i3 S :E� � 3 a 15 �_¢ a ri _€�_ z�. 13 ci s s� d`o: r - 3 €_ �_. n >g 8 t" d`rc R 3 o� E_. 1 8 t` a`d A' 3 a §� "Sg E_. a i 13 ¢z V W 5 o� 20 U 8 � 6 a`a: z• i B ag io a 19 13 � t ¢`rc A• i 13 o I13 s=. a [LA- 8 � b� g d¢ r P � 5� 91 �� .s .. g� � 9 rs a`a: r � � o 3$' �� g � a 6v g drc a � € 3 B �� � 9 r v i} ¢rc m 3 = zi E� z � � �� �¢ -ANCHOR CAP.,,., USE THIS FORMULATO OBTAIN THE "ANCHOR CAPACITY REQUIRED"CORRESPONDING 421n 170.0 620 170.0 435 170.0 744 170.0 470 170.0 668 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 17D.0 1486 170.0 621 170.0 1735 170.0 521 151.6 1759 170.0 521 TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 48 In 170.0 708 170.0 524 170.0 850 170.0 554 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 690 154A 1548 170.0 680 132J 1548 170.0 680 116.1 1548 170.0 680 OPENING, WHEN IT IS LOWER 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 584 170.0 1195 170.0 723 170.D 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 119.3 1468 170.0 756 104.4 1468 170.0 755 THAN THE MULLION CAPACITY THE TABLE) THE 54 in 170.0 797 170.0 S12 170,0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 856 122.3 1376 170.0 361 104.8 1376 770.D 861 91.7 1376 170.0 861 (FROM SELECTED MULLION. IT WILL . I 601n 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 678 139.0 1158 167.4 93D 123.6 1158 156.8 919 111.2 1158 150.0 912 92.7 1158 144.0 905 79.4 1153 144.8 905 69.5 1160 144.8 905 YIELD A MINIMUM ANCHOR 634, 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 862 120.1 1051 142.0 848 105.7 1051 132.3 837 96,1 1051 125.7 830 80,1 1051 119.5 822 68.6 1051 119.1 821 60.0 1051 119.1 821 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ram. 661n 167.1 957 170.0 789 139.3 957 151.6 005 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112.8 767 03.6 957 106.6 759 69.6 957 100.0 760 59.7 957 98.9 748 522 957 98.8 7qg ANCHOR OPTIONS FROM THE C m 72 in 125.7 804 135.2 698 107.3 804 115.2 654 91.9 804 101.3 671 80.4 804 91.4 660 71.5 804 84.1 650 64.4 804 78.8 643 53.6 804 72.3 533 46.0 804 69.9 629 40.2 804 59.8 628 ANCHOR CAPACITY TABLE. 76 In 109.4 722 114.4 630 91.2 722 1 97.2 615 78.2 722 85.3 606 65.4 722 76.7 1 596 60.8 722 70.3 608 54.7 1 722 65.5 580 45.6 722 69.6 570 1 39.1 722 66.7 565 34.2 722 66.2 564 � 78 in 101.2 685 105.6 600 84.4 685 09.6 588 72.3 1 685 78.5 577 63.3 605 70.5 568 56.2 685 64.5 560 50.6 685 60.1 557 42.2 685 54.3 543 36.2 685 51.4 537 31.6 685 50.7 536 90 in 65.9 515 68.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 615 44.7 434 36.6 1 615 1 40.6 1 428 33.0 515 37.4 1 422 27.5 515 33.1 413 23.5 515 30.5 1 407 20.6 515 29.1 404 961n 54.3 453 55.8 404 45.3 453 47.1 397 38.8 453 41.0 791 33.9 453 !6A 385 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 25.6 366 19.4 453 24.3 360 17.0 453 22.9 356 106 in 38.1 358 39.0 323 31.8 358 32.0 310 27.2 358 28.4 313 23.8 358 25.2 308 21.2 358 22.7 304 19.1 358 20.8 300 16.9 356 18.0 293 111 in 35.1 338 35.8 305 29.3 338 30.1 301 25.1 338 26.1 297 22.0 338 23.2 293 19.5 378 20.9 289 17.6 338 19.1 285 120 in 27.8 290 28.3 264 23.2 290 23.8 260 19.9 290 20.8 256 17.4 290 18.2 253 15.4 1 290 1 16.4 249 144 in 16.1 201 16.3 186 00 Substrate: 2.71, Concrete 3k Concrete 3.5K no. HOHOw CMU Filled CIVIL PT Wood Metal Anchor Capacity AnchorT 7Pe 3116' EICD Ullracon 1/4" Elco UK-. 3/16' DeWali Uilraculn 114" DeWalt UII2con1 5116" Elea Ullracon 3/1 V Elco Ulbacon 114- E100 Ullracon 3/16" NWall Ull-n- 114" wait Ultrdconv 1W SS Elco AggreGawr 5116" Elco Ullmcon 114" SS Elco AggreGalar #10 Steel Sciew(G5) #12 Steel Screw(G5) 012 Steel Screw(G5) (Ibs) Edge Distance (in): 1" 2-1/7 1' 2-1/Z° 1' 2-1/T 1' 2-112' 31/9' 1' 2-7/Y 1' 2-712" 1' 2.712' 1' 2-1f2" Z" 31/8' 2° 0.46' 0.54" 0.324° Embedment (In): 1-314" 13/4' 1-3/4' i-3/4' 1-3/4' 13/4' 13/4" 13/4" 2" 1-1/4" 1-114' 1-1/4" 1-1/4- 1-1/4° 1-1/4" _ 1-1/4' _ 1-1/4' 1-114" 1.114" _ 2" 1J/8" 1-319" va_des 2 AncRors @ 4.75' min. O,C. / Stardard or Offset Clip (Fig. 1): NO IN 39D IN 450 Ibs 69010s 3101bs 630 IN 220IN 87016s 1644 IN 270 IDS 2801bs 354 Ibs 740 IN 230 lbs 370 IN 320 lbs 580 IN 374 IN 664 lb. 946 lbs 341 lbs 442lbs 56016s 4 Anchors @ 1.1V Min. O.C. / Standard (or Otfaet) Ctip (Fig. 2): 4801bs 700 IN WA WA 320 Ibs 1260 IN 370 IN WA WA WA 38016s WA WA N/A 740 IN WA NIA WA WA WA 6821bs 8a5lb3 712016s 4 Arrcchure @ 3" Min O.C. / (2) 2c5Argle Crips I (Fig. 3): 7601W 780 IN 680 IN 1560 IN 620lbs 1260lbs 44D Ibs 1740163 1896 Ibs 540 Ors 56D IN WA 760lbs 460 IN 740 IN 640 lbs 1160 lbs 748lbs Ba01bc 16921hs 5821bs 8851bs 1120 IN 4 Anchors @ OAF Min. O.C. / UClip, Inlo .125' AIunL (Fig. 4): WA WA NIA WA WA WA NIA WA WA WA WA WA WA NIA N/A NIA NIA WA WA NIA WA WA 1439 Ibs 1 AnchorI F-Gip (Fig. 5): 1851W 1951b3 225 IN 44516s 155lea 315 IN 110Ica 435IN 8221bs 1351bs 1401Ds I-roa 3701- 11516s 1051b3 I- I- 29016s 1871bs 3321hs 4731bs 17016s 221 Ibs 280 Rtt 2Anchom @ 1.15° Min. O.(.! FCllp (FIB• 6): 2g01b5 3501bs NIA WA 160IN 6J0 IN 185145 WA WA WA 1901bs WA WA N/A 3701bs NIA WA I WA WA WA 341 IN 4421bs 58016s NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATT ERN AND ANCHOR VALutb Ab I fit s IANUAnU cur. PRODUCT REVISED as comp)yIng with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05126/2026 By Miami -Dade Product Control FIGURE 1: • FIGURE 3: FIGURE 4: FIGURE 5: • FIGURE 2: • • ANGLE BE U.2 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 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 RESTRICTIONSCLIP SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE. STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 3.188" 285 T 1.25" X 3.188" X .265" MULLION (1-lW VF MULLION) 111u I111 //, ���Y LYN,�I,f% _,. •' GIGENSe'-; �� .Z. •• . � -•. _ Ts :' IJo. 58705 -_ - "O '• L'i. .ti - /D / / ✓� oZ�� 0��,'• TAi E OF 44 CAS'-<OR1DI�.. •' �"�� ��� Sj .... - • • • ��G \�� //1j 0DIAL G 10, A. LYNW MILLER, P.E. • FL P.E.# 68705 TABLE 9A Mullion Capacity Table (Ibs/ft2) ANCHOR CAPACITY Opening Width (for vergcally-spanning mullions) or Opening Height (for horizontally -spanning mullions) ADJUSTMENT FORMULA: 50 in 60 in 70 in 80 hi 90 in 100 in 120 in 1401. 160 in t.25l t) x Rectangular Loading Loading TLoading Rectangular Loading TrLoadinn9. Loading Rectangular Laadilg Tr4cii.ng Loafing Reoadiig Loading TrLoadian9. Loading Rectangular Loading TrLeTdagO. Loading Rectangular Loading TrLeadianp. Leading Rectangular Loading TrLeadiang. Leading Rectangular Leading 7rLeadiang. Loafing Ren dinggular Loa6np TLeadinny. Leading 1/ANCHOR CAP.,,,„ (DP„)X \ ) MULLION CAP.,,,,,,„„ .100 Alum. Tube Mull M a- a< ' 28 arc s< 2 a 'a s< ' s a s< a f= �' �'� S $�'C �& i• $�� _ 8r Lgg+& a € $& �'£ $& S E' iT& _b _h� gg P ._Ei�g 'X dp rY _$ S .� _ J5` P� < -ANCHORCAP., USE THIS FORMULA TO OBTAIN " A THENCHOR CAPACITY REQUIRED" CORRESPONDING 42 a1 170A 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 153.3 1110 170.0 621 127.7 1118 170.0 521 109.5 1118 170.0 521 95.8 1118 170.0 521 TO AN ACTUAL PRESSURE 48 In 170.0 708 170.0 524 170.0 850 170.0 584 167.6 918 170.0 630 146.7 978 170.0 661 130.4 978 170.0 677 117.3 978 170.0 600 1 97.8 978 170.0 680 83.8 978 170.0 680 73.3 978 170.0 6B0 REQUIREMENT FOR THE 50.525 in 170.0 747 170.0 563 170.0 886 170.0 631 150.7 927 110.0 684 131.9 927 166.5 708 117.2 927 159.1 699 105.5 927 156.3 696 87.9 927 156.3 695 75.4 927 150.3 695 65.9 927 155.3 695 OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY N 51 170.0 797 170.0 612 154.5 869 170.0 691 132.5 869 153.9 683 115.9 869 141.8 669 103.0 869 134.0 660 92.7 869 129.8 654 77.3 869 128.8 652 66.2 869 128.8 652 57.9 869 128.8 652 (FROM THE TABLE) OF THE 60 N 143.2 746 153.8 634 119.E 746 191.8 62U 1U23 746 117.8 808 89.5 798 107.8 589 /9.6 746 101.0 592 71.6 748 96.6 5B7 58.7 748 83.3 583 51.2 748 93.3 583 44.8 746 93.3 583 SELECTED MULLION. IT WILL § 0 in 123.7 677 132.0 579 103.1 677 113.2 560 88.4 677 100A 555 77.3 677 91.4 646 68.7 677 85.2 539 61.9 677 81.0 534 51.6 677 77.0 529 44.2 577 76.7 529 38.7 677 76.7 529 YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE C fill N 107.6 677 114.1 570 89.7 677 97.6 579 76.9 fi77 86.3 509 67.7 677 78.3 500 59.8 677 72.fi 494 53.8 fi77 fiB.7 489 44.tl fi77 84.4 483 3tl.4 fi77 83.7 482 33.8 677 fi7.7 482 USED TO QUALIFY ADDITIONAL C 12 in 82.9 516 87.1 450 69.1 518 74.2 44U 59.2 5113 65.2 432 51.8 518 58.8 425 46.1 518 56.2 419 41.4 515 50.7 414 34.5 518 46.6 408 29.6 bill 45.0 405 25.9 518 45.0 405 ANCHOR OPTIONS FROM THE -lQ 76 m 70.5 465 73.7 406 58.7 4fi5 62.6 398 50.0 465 54.9 39D 44.1 465 49.4 384 79.2 465 45.3 378 35.2 465 42.2 374 29.4 465 38.3 367 25.2 465 36,5 360 22.0 465 76.2 363 ANCHOR CAPACITY TABLE. C Ie H 65.2 441 68.0 387 54.3 441 57.7 379 46.6 441 60.6 372 40.8 441 45.4 365 36.2 441 41.6 360 32.6 441 38.7 356 27.2 441 34.9 349 23.3 441 33.1 346 20.4 441 32T 345 BD in 42.4 332 43.8 295 35.4 332 37.0 289 30.3 332 32.3 T84 26.5 332 20.5 280 23.6 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 26d 15.2 332 19.8 2fi2 13.3 372 18.7 260 86 N 35.0 281 35.9 260 29.1 281 30.3 256 25.0 291 26.4 252 21.9 291 23.5 248 19.4 291 21.3 244 17.5 291 19.5 241 14.6 281 17.1 23fi 12.5 291 Wit 232 Igo in 24A 230 25.1 208 20.5 230 21.1 205 17.5 230 18.3 201 15.4 230 16.2 198 111 m 22.6 218 27.1 197 18.9 118 19A 194 16.2 218 16. 1191 14.1 218 14.9 188 120 N 17.9 187 18.2 170 14.9 187 15.3 167 TARI F GR Substrate: 2.71, Concrete 3k Cuncrete 3.5k Cann. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor type: :4/1(i Ell. Ullracon 114' Elco Ullracon 3116' Dewalt Ullracom 114" De Walt Ulbacont 5118" Elco Nlracan 3/16' Eton Uilracan 1/4" Elco Uliracon 3116' Da Wall Ultmcon+ 1/4' Dewall Unimcon+ 1/4" SS Eko AygreGator 5/16' Elco Ullmcon 1/4' SS FJco AggreGator #10 Steel Screw (G5) #12 Steel Screw (05) 912 Steel Screw (G5) (Ib6) Edge Dis[aroe (n): 1" 2-112" 1" 2-1l2" 1" 2-1/2' 1" 2-1/2' 3-1/11- 1" 2-1/2" 1' 2-112" 1' 2-1/- 1' 2.1/2' T 3-118" T 0.48" 0.54" 0.324" Embedment Gnl: 1-314" 1-374' 1.3/4, 1-374' 1-3/4' 1-3/4'1-1/4' 1-1/4" 1.1/4- 1.114- 1-114" 1-1/4' 1-1/4' 1-114- 1-1/4- 1-1/4- 2' 1-3/8- 1.318' wades 2 Anchors@4.75' Min. O.C.l StantlaN or Onset CBp (Fig. i): 390IW 3901bs 4501bs 8901bs 310lbs 63D Iles 220 IW 8701bs 16441ns 2701bs 2601bs 3541ins 740 Ins 230 Ibis 370 IW 3201be 500 lbs 3741t 664 lbo 9401W 341 im 4421bs 560 lb. 4 Anchors @ 1.15' Min. O.C. Standard (or Offset) Gip (Fig. 2): 480 log 700lbs NIA WA 320 too 120U Ibs 370 lbs NIA WA WA 3801bs WA WA N/A 740 Ito WA WA N/A WA N/A 6821bs 885 the 1120Ibs 4 Anclwrs @ 3' Min. O.C. / (2) 2.5 Angie Clips / (Fig. 3): 7801bs 7801bs 680 Ibs 15601bs 6201bc 12t10 Ibs 440 (be 1740Ibc 18961bs 54016s 5UU Ibs WA 7601bs 460Ils 740 IW 040 one 1160 IW 748 Ibe 880 lbs 1892 Ibs 6821ns 8851bs 11201les 3 Anclioru @ 0.W Min. O.C. / U-Clip, Into .100' Alum. (Fig. 4): WA WA WA WA WA WA ITA N/A WA WA WA WA WA WA NIA WA WA N/A WA WA WA WA 950 IW 1 Anchor /F-Gip (Fig. 5): 1951ts 1951bs 2251bs 4451bs 1551bs 3151bs 1101bs 435 the 6221bs 135lb. 1401bs 1771us 370 Its 1151bs iBS lbs 1fi0lles 2901bs III lb,; 3321bs 4731bs 17010s 2211bs 2801bs 2 Anchors @ 1.16' Min. O.C./ FGIp (Fig. 6): 2901bs 3501bs WA WA 1601bs 6701bs 1B51bs NIA WA WA 1901W WA WA WA 3701bs WA WA NIA WA WA 341 Ibs 4421bs 5601bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: 1 250" r1.250-1 I I • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ANGLE CLIP MUST 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3.250" 3.250"' BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: • BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125"THICK AND A36. ALL .100" .10D" 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 3.25" X .100" 125" X 3.25" X .100" MULLION FOR MULLION FOR FIELD -MULLED UNITS FACTORY -MULLED UNITS x PRODUCT REVISED as comp)ying with the Florida Building Cade NOA-No. 20.0406.03 Expiration Date 05/26/2026 By Miaml-Dade Product Control i\1111 I11l1, �����.•' � LIGHNgF ���` n_ No, 58705 -" OA\.• iEOF 'I, /0N14L cr .\N\ A. LYAN Miu�A P.E. FL P.E.# 58705 Mullion Capacity Table ObsO) .,Opening Width _ ® IMMM®Imes= . • gym' m M M MMMM®mmmm;®mmmmm® ®' mm ' mm®' m.®mmm ms�mm��m�m�m�®®m®mmm�mmmm®mmmmlmmm®mmmm NOM�'�m®®®m������1, Substrate: 2.71, Concrete 31K Concrete 3.5k Conc. Nohow CMU Filled CMU PT Wood Metal Anchor Capacity Mawr Typo' 3116, Elco Ullracon 114" Elco Written 3116" DeWalt Ullracon+ 1/4' DeWalt Ultracon, 5/16' Elm Ullracon 3I76' Elm Ultacon 1/4' Elco Ultracon 3116" DeWalt UllraconF 1/4' DeWalt Ullracon+• 1/4' SS Elco AggreGator 5/16' Elco Ullracon 1/4' SS Elco A99MG310r #10 Sleel Sciew(G5) #12 Steel Screw(G5) 412 Steel Screw(135) (ID6) Edge Distance (n): 1° 2-12' 1- 2-12' 1' 2-12' 1' I 2.1/2 3-7/8' 7' 2-1/Z' 1' 2-7r2' 1' 2-112' 1° 2-112' T 3-1/8' 2 0.48' 0.54' 0.324' Embedment (in): 1-3/4' 1-3/4" 1-mr 1.3/4' 1-3/4' 1-W4" 13f4' 13/4" 2' 1.114" 1-1/4' 1.1/4' 1-114' 1-1f4' 1.114" 1-114' 1-1/4" 1-1l4' 1-1/4' 7 1-318' 13/8' varies 2 Anchors @ 4.75' Min. O.C. / StundaN or Otael Clip (Fig. 1): 390 lbs 3901bs 450 lbs 890 Ibs 3101bs 630lbs 220 lbs 870 Ibs 16441bs 270 iW 280 lbs 354 lbs 740lbs 2301W 370 10s 3201bs 580 Ibs 3741bs 664 Ibs 94611s 341 lbs- 4421bc 5601bs 4 Anchors @ 1.15" Min. O.C. / Standard (or Chat) Clip (Fig. 2): 460 ws 700I1bs WA WA 320 Ibs 126011bs 370 Ibs NIA WA WA 3B0 Ibs NIA WA NIA 740 wa WA WA N/A WA NIA 68211bs 8851bs 11201bs 4 Anblwra @ 3' Min O.C. / (2) 2x5 Angle Gips / (Fig. 3): 7801b3 7801bs bs 8201be 1260 lbs 4401bs 1740lbs 1896lbs 540 ws 6W is WA 7601bs 4601bs 7401be 6401bs 11601W 748 lbs 880Ibs 1892 It. 6821bs 8851bc 1120lb, 3Anctww @ 0.54" Min. O.C. / U-Gip, Into.100" Alum. (Fi9. 4j: WA WA WA WA WA N/A WA WA WA WA WA WA WA WA WA WA WA N/A WA WA 950 lb, 1 Anchor/F-Gip(Fig. 5): 195IW 195lbe MNJA. . 155lbs 31blW 110 lbs 4351Ds 8221bs 135lbs 1401be 1771bs 370lbs 116lbs 18511n 160 Ibs 2901ba 1871bs 3321W 4731bs 1701bs 2211bs 280Ibs 2 Anchors @ 1.15' Min, O.C./ F-Gip (Fig. B): 240 Ibs 350 lbs 1.1. .01. 185 Ibs WA WA WA 190 Ibs WA WA NIA 37. Ibs WA WA NIA WA NIA 341 Ibs 4421bs 56U Ibs NU1C: rum Ir1CVrrJCI L inn,v me aruvrcnl�ailrvn rnI Icnl�nl��rvvi"I Ivl. vr.wwr... I.��v,r.�..,r„.v v..,.. FIGURE 1: FIGURE 2: 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 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 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 4: FIGURE 5: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 624" .624" 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND -L • .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25" X 3.25" X .624" 1.25" X 3.25' X .624" #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. MULLION FOR MULLION FOR FIELD -MULLED UNITS FACTORY -MULLED UNITS Tr 1 r9 M O T Q Z Q W Z PRODUCT REVISED a5 comp" Ing with the Florida Building Code NOA-Me. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control ,1tl l l lit/-� OrE1V No. 58705 l) O I,�T, --: 4omoii, /S1CNAL LYf� A. �JIIiMILLttg, P.E. FL P.E.# 58705 TART F 11A Mullion Capacity Table absNf) Opening Width (for verlicaly-spanning inuflions) orOpening Height (for honzorilally-spaniiing indlions) Is 116141111111111 INMI m- mmm ®®m®®' mImmmm�������m mmm SUDs1@re. 27t Commte 38 Ca¢tde 3.5K Con. Hollow CMU Fllied CMU PT Wood 6lelal Anchor Capacity AM110f Type: 3/76'Elco Ull—. 1/4'Elco Ullydcon 3/76'UEWaII Unim.. 1/4"De Wall Unim m. 5/tE Elco Ultmcon ;Y76'Elco Ullracon 1/4'Elco Ulllacm 311E DeWalt 1.111 l 1/4'UeWal tilllacon• 1/4-SS EIco AggreGata S/tE Elco Ul om 1!4'SS EIco AggreWtor i10 Sled SCMY(G5) #12 Steel SCM(G5) t7125ted SC2 (G5) Qbs) Edge Distance Qn} 1' 2-11Z 1" 2-112 1" 2.12' 1" 2-12' 3-118" 1" 2-112' 1" 2-1/2' 1' 2-12' 1" 2-112" 2' 3-1/8' 2" 0.48' 0.54- 0.324" EmbedmeN (Inj 1-314" 1314' 1,3I4" 1-W4 13/4" 13/4" 1.3/4" 1J/4' 2" 1-114" 1-V4' 1-1/4' 1-1W 1-1/4- 1-1hr 1-114- 1-1/4" 1-114' 1-7/4' Z" _ 13'E t 3/8' 1ales 2AMhms@4.75• Min. O.C. IStandwd mCMet Clip (Fill- 1j 39DIDS 3901D5 4501bs _ 8901W 3101DS 6301DS 22D Ibs 8701bs 16441D5 2701D5 2801W 3541DS 7401DS 2301W 3701DS 32010S 5W IDS 3741DS 664 Ibs 9461D5 3411W "2 IDS 5W IDS 4Anctim @ 1.1E Min O.C. / Stmdard (or OffSl!Q Clip (Fig. 2}' 4W IDs 7001DS NIA N/A 32D IDS 12601W 3701DS WA N/A WA 3001W NIA WA NIA 7401D5 WA N/A NIA N/A WA 6821DS 8851D5 11201DS 4 Amhom@3'MIn. O.C./(2) 2c5 Angie Clips 1(1`19. 3) 78D IDS 7901W 66010s 1560I0s 687105 12601W 4401DS 17401bs 1896 IDS 5401W 560 IW N/A 7601D5 460 IDS 7401DS 6401W 176DIW 7481W 860 IDs 189210s 6821W 885 IDS 11201W 4 MOM @ 0.54- Min. O.C. / ULIIp. InI0.100-Alum. (Rg. 4) N/A WA N/A N/A N/A IUA WA WA NIA WA N/A NIA WA NIA NIA NIA NIA N/A NIA WA WA NIA 12671W 1 Anna/FClip (Flg. ST 1951Ds 1951W 2251bs 4451W 155lbs 315105 1101Ds 435 Ibs 8221oS 135ID5 1401W 1771W 3701W 1151W 185lbS 160IDS 290IDS 1871W 332 IDS 4731Ds 1701W 2211bs 280IOs 2AMnae @ 1.1S' Min O.CI FCiip (Flg. 6} 2401D5 3i01W N/A NIA 1W 111S 5301Us 185 ms WA NIA WA 190 IDS NIA WA N/A 3701D5 N!A NIA NIA NIA IUA 341 IDS 4d210s 5W IOs NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/2612026 By Mlami-Dade Product Control LL 1.250" FIGURE 1: FIGURE 2: _ j-- 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. 1111;11111 /1 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \ �` �p1LY NA`/�' FIGURE3: '��•' - '� 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.94" Pa• .•' 1-(�EIISF :.(� ' ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP T SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. =.: IJo. 58705 BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND -_ -0 GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL ' •'. �(/10 " FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE % � ,(, "' ��� ' .k, _� 624" (ORIDP .^,..' • 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND (�`�'' G� \� • • .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL �7 5'( ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL '/// /0NAL 1'I1,1`` #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25" X 3.94" X .624• A. LYN/ IL�ER, P.E. MULLION FL P.E.# 58705 Mullion Capacity Table Ibstfe) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 1201n 140 in 160 Dr 2 x 4 x Rectangular Loading Treprrriarg. Loading Rodangular Loading TmplTriang. Loading Rectangular Loading Trapildang. Loading Rectangular Loading Loading TmplTdang.V17p TrapfTdang. Loading Reotangular Loading Rap/Tdano. Loading Rectangular Loading TraplTdong. Loading Rectangular Loading Tmprrdang. Loading Rectangular Loafing 7rap7Tdang. Loading .25 Alum.Tube Mullion �• .S £- Ay A"� x a� L. r a r Aa as r €� r �a �9 ^r ¢ zr 3 . 2c=G � x A cis a`a� r E_. zr 8� a arc r 3 €� � a A� �� rJ r do oc .g' A €� 9 g��- �- a c4a �¢421n z• `��3 x .2 .� r cia Is g155 _r 3� d a 3� u a 3��IS a a .�' a a r = 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 9B2 170.0 519 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 481n 170.0 708 170.0 524 170.0 ON 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 NO 170.0 1983 170.0 680 170.0 2267 170.0 680 50.625 In 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 170.0 766 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 54 in 170.0 797 170.0 612 170.0 We 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 8- 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 861 17D.0 2550 170.0 361 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 87B 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[46 2680 170.0 1053 631n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 105 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 165.7 2553 170.0 1171 2553 170.0 1171 t 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1056 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 1286 2437 170.0 1286 c 72 in 170.0 100 170.0 878 170.0 1275 170.0 1009 170.0 14BB 170.0 1126 170.0 1700 17O.D 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 Mil 170.0 1488 124.8 2189 170A 1529 2184 170,0 1530 J 76 N 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 137E 165.1 1960 170.0 1421 148.8 1960 170.0 1505 123.8 1960 161.6 1548 106.1 1960 154.0 1635 1960 152.7 1531 `t 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 1527 1061 170.0 1474 137.4 1861 167.1 1500 114.5 1861 147.3 1473 98.2 1861 139.6 1459 1561 137.6 1454 901a 170.0 1328 170.0 1144 149.1 1398 155.0 1219 127.8 1398 136.0 1198 111.8 139E 121.3 1179 99.4 1398 110.2 1162 69.5 1398 101.6 1147 74.5 1398 89.5 1122 63.9 1398 82.7 1105 1398 78.9 1096 95 in 147.4 1729 151.5 1098 1229 1229 127.0 1079 105.3 1229 111.2 1061 92. 1229 95.9 1044 81.9 1229 89.6 1029 73.7 1229 02.4 1016 61.4 1229 72.2 993 52.7 1229 65.9 977 1229 62.1 967 108 in 103.5 971 105.8 877 86.3 971 89.0 002 74.0 971 77.2 849 64.7 971 68.4 837 57.5 971 61.8 825 61.0 971 56.5 815 43.1 971 49.0 796 37.0 971 44.0 782 32.4 971 40.8 771 111 in 95.4 919 97.3 532 79.5 919 01.9 819 61 919 59. 919 62.9 794 53.0 919 56.7 784 47.7 919 5L8 774 39.7 919 44.8 755 341919 40.2 742 29.8 919 17120b1 75.5 785 76.8 716 6.9 786 64.5 705 510 7. N70.. 47.2 786 49.4 686 41.9 786 44.4 677 37,7 7B6 40,5 668 31.5 7B8 34.9 653 27.0 786 31.0 641 23,6 766 Z8.4 631 144 in 43.7 54fi 44.2 504 36.4 546 37.0 498 31.2 596 27.3 546 26.2 4B5 24.7 546 25.3 478 21.tl 546 22.9 474 18.2 5411 19.5 464 15.8 596 17.2 455 13.7 1 546 1 15.5 448 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X ( ANCHOR CAP.,,",,,,,,, MULLION CAP._- = ANCHOR CAP.„„ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR . CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. I MIOLIZ 1 LD Substrate: 27K Core rele 3K Concrele 3.5K Co.. Hollow CMU Filled cmu PT Wood Melal Anchor 3/16- Elco 114' Elco 3'16, UeWalt 114" OeW all 5/16" EICo J76" Elco 114" Elco 3116, OC311 W 114' DeWat 1/4' SS Elco 5/IC Elco 1/4' SS Elco #10 Steel 512 Steel #125Ied Capacity ArcMr Type. LAMM Uilrecon ull-on+ Ullracon• Ullrecon Ullrmon Ullman Ullrac m. Uli- Aggre&da Uarecon AggleGalor Sci-(G5) Scn:w(W) Scw(G5) llbs) Edge Distance gn): 1" 2-112' V 2-112' 1" 2-112' 1" 2-12 3-118' 1' 2-112' 1" 2-112 1" 2-12' 1' 2-11T 2' 3-118" 2" 0.48" Q54" 0.324' Embedment (in) l-T4- I-V 1314" 13'4" 13/4' 13/4'fl-3/4-1:5mw 1:5mw 2' 1-1/4" 1-114, 1-114' 1-114' 1-1W 1-114' 1-114" 1-114" 1-1/4' 1-114" 2' 138" 1318'2 O.C. fSlardador085e1 Cllp(Fig. 182) 3901Ds 3901Ds 4501D5 8901bs 31010s 6301hs '701Ds 1644 m5 2701Ds 1BU Its 354105 740Ibs 2301Ds 37010s 3201D5 $5010537911s 6641bs 8761Ds 3411Ds 4421bs4Ancnas Anctors@ 4.75" MIn. Q2.6B'I41n O.C./SlandaN (orOBset)Cep (Flg. 3) 7401Ds 74D Ibs 6301bs 14B51Ds 6201U5 72601Ds 17301D5 142410s WA 56'O IDs NfA 695106 4251Ds 7401bs 5751bs 11101WN/A 080 IDs WA 6821Ds 8851bs 112011s 6Ancnas Q 1.71" MIM O.C. / S1anoard (or Otsel)Cllp (Fig. 4) B051D5 050 ID 758 IDS 19461DS 705 IDS 1B901D5 2558 IDs NIA IDA 7051W N/A 799 [ s 506 IDS 11101D5 519ID5 1478 IDs N/A NIA WA 10221DS 13271bs IWO Its 4 AM- @ 3- Min. O.C. 1(2) 215 Angle Clips I (Fig. 5). 7B0 Ibs 78 Is 6801D5 1660 IDs 620 Ibs 1269IDS 174010s 18961Ds 6401D 560 IDs N/A 760 Ins 460 IDS 7401bs 6401D5 116U IDS 7481DS HOIDs 18921D5 6821DS 80Ibs 11201Ds 6AIMIS@3.61M. O.C./(2) 2x5Angle Cops/(Fig. 6) 1110ID5 1170 IDS 1020as 2340 IDS 9301DS 10901Ds 26101D5 28441DS 81 Ds 0401Ds NIA 1140 Ibs 6901DS 11101D5 960ID5 17401DS 11221DS 1320 IDS 2838 IDs IU221DS 13271DS 16801us O.C. I U-CIIp. Into. 12V Alum.(Fig. 7) WA WA N/A N/A NIA N!AWA N/A WA N/A NIA NIA N/A WA NIA NIA NIA NIA WA WA NIA DOM6 3 Amhus@1.34-Min. 0) NIA tUA N/A NIA NIA NIANIA NIA WA NIA NIA WA NIA WA N!A NIA NIA NIA NIP WA NIA 21 105 Anchors @ 0.54" MIn. O.C. ! u4 up, into.125Alum. (Flg. 2 Andros @ 2.66" MIn O.C.! Fb:llp (flg. 9)' 370 m5 3701D5 3151D5 7431D5310 lbs 6301D5 865 IDs 712IDS WA 280105 NIA 318Ibs 2131D5 3701Ds 288IDs 5551hs NIA 40s601D5 3 Anchors@1.71" MIn.O.CIFLIip IFig10) 4431Ds 5251Ds 3191Ds 9731Ds 3.Ibs 9451Ds5 12791D3I NIA 141A 3531DS I NIA I 399IDs 2531Ds I 5551bs I 3091D5 I 7391b I N/A I NO WA MI Ibs I 6G1105 0401D5 NOTE: FOR THE OFFSEI CLIP, Uat Inc s/4mt nrv1.nl.lrc rn 1 l cru nrru nr i-1-1.r_.r- -1.. 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 ANDIOR OPENING WIDTHS ISALLOWABLE. 3) MULLION AND MULLION THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 3 TS 21- . FIGURES SHOW SUGGESTED, APPROXIMATE HOLE • • LOC FIGURE 7: FIGURE B: 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 BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 R #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 B.S. 2" X 4" X .25" MULLION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By % Mlaml-Dade Product Control I,lllllir/ i; .. No. 58705 1 E F -' F(0R1DN.••' \tom FNG A. LYNER, P.E. FL P.E.# 58705 TABLE 13A Mullion Capacity Table IbstW ANCHOR CAPACITY 2 X 5 x .25 Opening Width (for vertically-spamirg mullions) or Opening Height (for horizordaly-spanning mullions) ADJUSTMENT FORMULA: ANCHOR CAP., ,,,,,", (DP,)X( ) MULLION CAP.,•,,,,, 50 in 801. 70 in 801n 90 in 100 in 1201n 140 in 1601,, Rectangular Loading Trap)Tdeng. Loading Rectangular Loading Tmp/Tdang. Lvading Rectangular Loading TraplTdang• Loading Rectangular Loading Trapridang, Loading Rectangular Loading Traprldang. Loading Rectangular Loafing Tmpridaug. Loading ReclengWar Loading TraplTdang. Loading Roctanguar Leading Trap/Tdang. Larding Rectangular Loading Trap/Tdang. Loading Alum. Tube Mullion r v ci r z $� ci ¢` r 'w a u e f z: a 8� ci @ Ld. �'2 r s 8 li _p �� r a u r� .2 r 'W u ¢c'1 p ci rd 4ri r ci �� :9 r u L•Is �¢ r u �g r $ u 6�- �rc ci _ 5``3 r .. B� u $ 5� d`ti r 0 ci 8` �� r a ,. R ci va £� C`a� z: ci _ o� �'�. r - -. �� ci 5c 4K x a X ci 5`; :2 r 5- u _' dC2 r 'a c� 1� r_ •� u oa `. � , z• - u E� f� .. u mvE £Q G`¢ r o. - �� r_ v L� d`rc r .n fi fg r .-. �Ca ¢1� r a ,_,� �� r ., ¢`� € `� fig. r '� .-. d`� x• A ci o� �� o -. ci & §- �� ci 59 ag r '� u �'o d`¢ =ANCHORCAP.-„ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING 421n 170.0 620 170.0 435 170.0 744 170.0 476 170.0 668 170.0 508 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 TO ACTUAL PRESSURE REQUUIREMENT FOR THE 40 in 170.0 708 170.0 524 170.0 850 170.0 5M 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 6T7 170.0 1417 170.0 080 170.0 1700 170.0 080 170.0 1883 170.0 080 170.0 2267 170.0 580 OPENING, WHEN IT IS LOWER 50.625In 170.0 747 170.0 563 170.0 age 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 THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE 54 In 170.0 797 170.0 612 170.0 056 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 SWr170.O 1913 170.0 861 170.0 22,31 170.0 861 170.0 2550 1-10.0 861 SELECTED MULLION. IT WILL 60 in 170.0 885 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1504 170.0 896 170.0 1771 170.0 1033 2125 170.0 1063 170.0 2478 170.0 1063 170.0 2833 170.0 1063 YIELD A MINIMUM ANCHOR MAY BE 63 in 170.0 930 170.0745 170.0 1116 170.0 8W 170.0 1302 170.0 940 170.0 1468 170.0 1015 170.0 1673 170.0 1076 170.0 1659 170.0 1122 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2975 170.0 WI CAPACITY WHICH USED TO QUALIFY ADDITIONAL 66 in 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 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170X 1286 ANCHOR OPTIONS FROM THE 72 in 170.0 1083 170.0 878 170.0 1T75 170.0 t99e 170.0 1408 170.0 1126 170.0 1700 170.0 1226 170.0 1913 170.0 1315 170.0 2125 170.0 1367 2550 170.0 1450 170.0 2975 170.0 1528 170.0 34UD 170.0 1530 ANCHORCAPACITY TABLE %6 in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170,0 2243 170.0 1505 2692 170,0 1829 170.0 3140 170.0 1694 170.0 3589 170.0 1705 f 78 in 170.0 1151 170.0 eel 1170.0 1781 1 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1389 170.0 2072 170.0 1474 170.0 23021 170.0 1564 170.0 2767 170.0 1700 170.0 1 3223 170.0 1777 170.0 3603 170.0 1798 90 in 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1468 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2656 170.0 1918 170.0 3188 170.0 2125 156.0 3413 170.0 1 2273 136.5 1 3413 1 170.0 2361 96 in 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1822 170.0 2207 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 160.0 3199 170.0 2338 137.1 3199 168.6 2470 120.0 3199 156.1 2428 108 N 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2078 164.8 2781 170.0 2271 148.3 2781 161.9 2333 123.61 2781 1 140.41 2261 105.9 2781 125.9 2234 92.7 2781 116.0 2190 III in 170.0 1638 170.0 1454 170.0 19N 170.0 1700 170.0 2293 170.0 1932 170.0 2621 170.0 2149 151.8 2632 162.3 2245 136.6 2632 148.4 2216 113.8 2832 128.4 2166 97.6 2832 115.1 2126 85.4 2632 100.3 2096 120 in 170.0 1771 170.0 1585 170.0 2125 170.0 1059 154.4 2252 159.9 1991 135.1 M52 141.4 1964 120.1 2252 127.2 1938 108.1 2252 110.1 1915 90.1 2252 99.3 1872 7-7.2 2252 08.9 1836 1 67.6 2252 111.4 1808 1441n 125.1 156/ 128.8 1445 104.3 1584 1!«i.1 1425 89.4 1554 91.5 1407 78.2 1564 80.7 1390 69.5 1564 72.3 1373 62.6 151i4 65.7 1358 52.1 1564 56.0 1330 44.7 1564 49.2 1305 39.1 1564 44.4 1 1283 TABLE13B Substrate: 27k Concrete 3k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 3116' Etc. Ullracon 114' Be. Ullmcon 3116" DeWall Unra- 114- De Wall Ulbocun+ 5/16" Elco Ultracon TWO- Ullmcon 114' Elco UlI.- 3/16' De Wall Ullmcon. 1X De Wall Uaracom 114"SS Elco A Gator ogre 5116' Elea Ullracon 1/4•' SS Elco A reGator 89 #10 Steel Screw GS l 1 #12 Steel Screw GS ( ) #12 Steel Screw GS l ) (Its) Edge Distance (in): 1' 2-112" 1' 2-112" 1' 2-1/2' 1' 2-112' 3.118' 1" 2-112" 1' 2-11T 1" 2-112' P 1 2-1/2' 2" 3-1/8' 2' 0.48" 0.W 0.324" Embedment On): 1-W4" 1-314' 1-3/4' 1.314" 1.314" 1.314" 1-3/4" 1.3/4" T 1-114- 1-1/4' 1-1/4- 1-1/4' 1-1/4- 1-1/4- 1-114' 1-1/4' 1.1/4' 1-1l4' r tall' 1-378' lades 2 Armhona 0 4.75- Min. O.C. / Standard or Offset Clip (Fig. 182): 390 Ibs 390 lbs 450lbs 890 lbs 310 lbs 030Ite 220 IW 870 lbs 1644 lbs 270 to$ 2801os 354 lbs 7401bs 2301bs 370 lbs 320 IW 580 lbs 374 lbs 664 Ws 940 lbs 341 Ins 442 to. 560 lbs 4 Anchors rg 4AW Min. O.C. / Standard (or Offset) Clip (Fig. 3): 700lbs 750 lbs 9001tes 1780 Ns 620 for, 1260 Its 440 Ins 1740 lbs 3232lbs 540 lbs 5601bs 7081bc 14WIW 460lbs 740 too 640 Ills 11601bs 748 too 12721bs 18921bs 6821es 685 lbs 11201ns 8 Anchors a 1.71' Min. O.C. 1 Standard (or Offset) Gip (Fig. 4): 11801ts 14001bs 1010 lbs 25951ns 9401bs =011,3 510 Its 3410 lea WA WA 940 IW WA 1065 lbs 6751ns 1480Ins 8251bs 1970 lbs N/A WA WA 1353IW 1770 lbs 224U IW 4 Anchors @ W MIn. O.C. / (2) 26 Anglo Clips / (Fig. 5): /BO Its 780 lest 6801ts 1560 to. 620 Its 12601b5 440 lbs 17401bs 1896lbs 540 lbs 5601brt WA 7601Ds 460 ibs 7401bs 640 IM 1160 Its 748 ter 8801ts 16921es 682lbs 8851bs 11201ns 8 Anchors @ 3' Min. O.C. 1(2) 2.6 Angle Clips / (Fig. 5),1 1580Ills 1560 lbs 1360 lbs 31201bs 12401ns 25201W 8e0 lb. 3480 too 37921ns 10801W 11201Ds WA 1520 lbs 920 lbs 14801bs 12801bs Z320 lbs 1496lbs 1760 lbs 3784 IW 13631ns 1770 lbs 2240 to, 12 Anchors (t2 1.V Min. O.C. 1(2) 2x5 Angle Gips / (Fig. 7Y.1 16W IW 21UO Its 1440 lbs 3780 los 1260 IW 37801bs 12601bs 6100 lbs WA WA 1320 lbs WA 15001bs 960 lbs 2220 lbs 11401ba 2880 lbs WA WA NIA 20451bc 2654 lbs 33601na 4 Anet-91.34- Min. O.C./U-Clip, Imo. 125' Aium.(Fig. 8): WA WA WA WA WA WA I WA WA WA WA WA WA WA WA NIA WA�--WA WA NIA WA WA 14301ts 8 Anchors a 0.64' Min. O.C. / U-Clip, Into .125-Alum. (Fig. 9) NIA WA WA WA WA WA WA WA WA WA WA WA WA WA NIA WA WA NIA WA WA 2661 Ibs 2 Anchors @ 4.W Min. O.C./ F-Grp (Fig. 10): 390 lbs 390 lbs 450 lbs 890 lbs 3101be 6301os 2201Ds 870 10s 16161bs 270IOs 20U IDs 3541bs 7401Ds 2301ns 3701bs 320 nalbs 8381bs 8461be 341 Ins 4421ns 5W Ibs 4 Anchors @ 1,71' MIn. O.C/ F-qlp (Fig, 11): 5901bs 7001bs 5051bs 12981hs 4701os 1TW Ills 4051os 17051bs WA WA 470 to. WA 5331hs 33810s 7401na 4131bs WA I WA 6621bs 8851os 11101bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: FIGURE 5: FIGURE 6: FIGURE 7: ANGLE • • • • • • • • CLIP (FIGURES • • • • • • • • 5-7) MUST BE • • • • • • • • USED IN PAIRS. TABLE NOTES: .250" 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 2.000"' LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 6.00W 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 BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. 2" X 6" X 25' MU WON PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20.0406.03 Expiration Date 05/26/2026 By :J Miami -Dada Product Control G�1Y LYNN x" .rT : No. 58705 �3 • �� wiz; lO�. S7TEOF (� �S'••F(aRIDA..••G�� ��'lS��NAL EN�•�• A. MIblLE)f, P.E. FL P.E.# 58705 TABLE 14A Mullion Capacity Table Ibslfi= ANCHOR CAPACITY Opening Width (foreerlically-spanning mullions) or Opening Height (for )lorizontally-spaniling mullions) ADJUSTMENT FORMULA: 501n 60 in 70 in 80 in 90 In 1001n 1201n 1401n 160 in ANCHOR CAP.," 1 26', x 2 11" Rectangular Loading Trapf"roarg, Loading Rectangular Loading Tiap�Triapq Lcading Rectangular Loading TraplTdang. Loading Rectangular Loading Tra ft.ng. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loafing Trep/T#ang. Loading Rectangular Loading Trap'Triang. Loading RectargWar Loading TapRrlarg. Loading Reclan9mar Loading TrepRdang. Loading (OP,.) X ( > MULLION CAP.,,�.,.„E x .126" Alum Tube Mull §p B p >l u" g �• p 3 o 5 do 0 �Q 3 S e13 x 3 t$ c r ci r € 3 �$ p c 3 S _ t r q 3 5 u % u € r ^ s a2 9 p v 5 ,� ao u r$ p A ci e� p A^ 3P o L a`d .€ a u Sy; r a„ gg t3 a°r 88 s Tr 3 g' d` ¢ g ci 3 -� �' � ^ g c7 ` d`- ¢" n a u" s`L 9$ s ' ^ 3 , d` ¢°' a .. v ci �� E ,a c., ig� ci ` d`d .1 a g ci ?' a15 gi d`d` air' ?' ¢` �' �' f - d`¢ a `s£ 9 p �a e s'Q =ANCHOR USE TANCHORCAPACITYHIS FORMULA TO BTAIN THE REQUIRED" CORRESPONDING 42 In 144.2 526 167.0 428 120.2 526 148.9 419 103.0 526 13B.9 414 90.1 626 134.6 411 80.1 526 134.1 411 721 525 134.1 411 60.1 526 134.1 411 51.5 526 134.1 411 45.1 526 134.1 411 TO AN ACTUAL PRESSURE 48 in 96.6 403 108.0 333 80.5 403 94.7 325 69.0 403 86.4 320 60.4 403 81.4 317 53.7 403 79,1 315 48.3 403 78.6 314 90.3 4" 78.6 314 34.5 403 78.6 314 30.2 403 78,6 314 REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER 50.625In 82.3 362 91.0 301 68,6 352 70.3 294 58.8 362 71.9 289 51.5 362 67.2 286 45.7 362 64.6 2" 41.2 352 63.6 283 34.3 362 63.5 283 29.4 362 63.5 283 25.7 362 63.5 283 THAN THE MULLION CAPACITY $ 64 in 67.8r2l 74.1 267 56.5 318 64.2 261 48.5 318 57.7 256 42.4 318 53.5 253 37.7 318 50.6 250 33.9 318 49.5 249 28.3 318 49.1 248 24.2 318 49.1 248 21.2 316 49.1 248 (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL m60 in 49.5 53.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 2S8 37.2 207 27.5 258 34.9 204 24.Y 258 33.4 203 20.6 258 32.2 201 17.7 258 32-2 201 15.5 250 32.2 201 YIELD A MINIMUM ANCHOR ti3 in 42.7 45.6 200 35.6 239 39.1 195 30.5 234 34.7 192 26.7 234 37.6 189 23.7 234 79.4 168 21.4 234 28.0 1B4 1T.8 239 26.6 183 15.3 234 26.5 183 73.4 239 26.5 183 CAPACITY WHICH MAY BE g fi6 in 37.2 39.4 183 31.0 213 33.7 179 26.5 273 29.8 176 23.2 213 27.0 173 20.6 213 25.1 170 1fl8 213 23.7 169 15.5 2t3 22.'2 787 13.3 213 22.0 166 11.6 213 220 16fi USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 72 in 28.6 30.1 155 23.9 179 25.8 152 20.4 179 5 22r 149 17.9 179 20.3 147 15.9 179 18.7 145 ANCHOR CAPACITY TABLE. 76 in Z4.3 25.4 140 26.3 161 21.6 137 17.4 161 135 152 lel 11.0 133 78In 12.5 23.5 133 18.8 152 19.0 131 t6.1 152 128 Subslato: 2.71, Concrete 31t Concrete 13.5% Co.. I Hollow CMU I Filled CMU I PT Wood Metal Anchor Capacity Anchor Type: 3116' Elco UOacon 1/4' Elco Ultracon 3116, DeWalt Ullracon+ 114" De Wall Ultmcon* 511V Elco Ultracon 3116" Eloo Ullracon 114"El,. Ullacon 3/W DeWall Ullnuo- 114" DeWalt Ultra- 114' SS Elco Agg.13M.r 5/16' Elco Ultacon 114" SS Elco Aggi.0alor #10 Steel Screw (G5) #12 Steel Screw (GS) 912 Steel Screw (G5) (Ibs) Edge Distance (in): 1" 1 2-1l2" 7' 1 2-112° 1' 2-7/2' 1" 2-112' 3-118' 1" 2-112" 1' 2-t12' 1' 2-1/2' 1° 2-1/2" 2' 3118' 2" 0.48' 0.54' 0.324' Embedment (N): 1314' 1-3f4" 1-314' 1-3/4' 1-3/4" 1-3/4" 1-3/4' 2" 1-1/4" t-1l4" 1-714" 1-1/4" 1-1/4"1.1/4" 1-1l4" 1-714" 2" 1-3/8° 1318" vatles 4 Anchors Q 3' Min. O.C. / (2) 2(5 Angle Clips / (Fig. 1). 780 los 7801bs 6B0Ids 15fi01bs 620 ibs 12601bs 440 lbs 17401bs 18961bs 5401bs 560105 WA 760lbs 460 Ibs 7401bs 64011s 116010s 748Ihs B80lhs 18921bs 6821bs 8851bs 11201bs 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 ISALLOWABLE. FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 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 6D63-TS AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04&' 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. 20.0406.03 Expiration Date 05/26/2026 Dy ,7 Miami -Dade Product Control •.. 11t11i111/lr fc No. 58705 vim'.. SAT •�` 14 01VAL.,7�� A. LYNtJ)IIAILL�R, P.E. FL P.E.# 58705 TABLE 15A Mullion Capacity Table (IbsiW) ANCHOR CAPACITY Opening Width (for vertically -spanning mullions) or Opening Height (for horizordally-spanning mullions) ADJUSTMENT FORMULA: 501n 601n 701n 601n 90 In 100 in 120 in 14D in 160 In ANCHOR CAP.,,,,,,„, 3.26" 30 Rectangular Loading Trap?dang. Loading Rectangular Loading Tiaprrilang. Loading Rectangular Loafing TreplTdeng. Loading Rectangular Loading Trap7Tden . 8 Lo0dn8 Rectangular Loading TrapRdeng. Loafing Rectangular Loafing TraplTdong. Loading Rectangular Loading Trap/Tdong. Loafing Rectangular Loading TraplTrlang. Loading Rectongular Loafing Trep/Tdang. Loafing (DP"o) X ( ) MULLION CAP„,o,,,", DEG. AL BAY MULL r 6 � $ r '� .. n" t � & a a 5 �. r •W .-. 8E r 'D 5L_ r .� A a$ t d` rc r .m S� r .q $ � K p 3 d n � 2 r a $ ' A ¢ a 'n 8 �g � @ r a �$ � rc r ci 6p_' te `r a' r 84 f u o �.� a` ¢` r ci §� 2 r u` ti -5 rc r 3 S :E r .q u G& g � a' r a� u S � 2 r u` aE g 9 d u .q�•a B E � r 8 �• .E r 4i o f � r .p .. u g= d` le r .m ci € E .2 r 3 .E !mot g 3 1r r ci _ 6£ z r u` g gg d rc r 3 � i � u L. ¢ u 5 z � o ,F 3 �8 ,� a u° r ., 8 =ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 42 in 170.0 620 170.0 435 170.0 744 170.0 470 170.0 065 170.0]63 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 521 48 in 170.0 708 170.0 524 170.0 850 170.0 684 170.0 9D2 170.0170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 680 130.5 1522 170.0 680 114.2 1522 170.0 680 OPENING, WHEN IT IS LOWER 50.625 In 170.0 747 170.0 563 t70.O 896 170.0 631 170.0 1046 170.0170.0 1195 170.0 723 170.0 1345 170.0 747 154.2 1443 170.0 756 136.9 1443 170.0 756 117.3 1443 170.0 756 102.E 1443 170.0 756 THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE 54 in 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1118 1T0.0170.0 7275 170.0 8W 160.4 1357 170.0 837 144.7 1753 170.0 856 120.3 1353 170.0 861 103.1 1353 170.0 861 80.2 1353 170,0 661 SELECTED MULLION. IT WILL 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 167.0 12 t 170.0146.1 1218 770.0 944 129.9 1218 169.8 936 116.9 1218 152.1 924 97.4 1218 146.1 913 83.5 1218 146.1 913 73.1 1218 148.1 913 YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE 63 in 170.0 930 170.0 745 170.0 1116 170A 850 150.2 1150 168.0131.4 1150 153.0 914 116.8 1150 141.9 898 105.1 Me 134.2 885 87.6 1150 126.7 a71 75.1 115D 126.2 870 65.7 1150 126.2 870 USED TO QUALIFY ADDITIONAL $ 66 in 170.0 974 170.0 789 152.4 1048 165.8 881 170.6 1048 146.6114.3 1048 133,1 850 101.6 1048 123.4 839 91.4 1648 116.6 830 76.2 1048 109.4 821 65.3 1048 108.2 818 57.1 1048 106.2 818 ANCHOR OPTIONS FROM THE C 0 721n 140.8 880 147.9 764 117.4 080 126.0 748 100.6 680 110.888.0 680 100.0 722 78.2 880 92.0 712 70.4 880 86.2 703 58.7 880 79.2 693 50.3 860 76.5 688 44.0 860 76.4 688 ANCHOR CAPACITY TABLE. J 761n 119.7 790 125.1 690 99.8 790 106.4 676 85.5 790 93.3 74.8 790 839 652 86.5 790 76.9 643 59.9 790 71.7 635 49.9 790 65.1 624 42.8 790 621 619 37.4 790 61.5 817 2 78 in 110.8 750 115.5 657 92.3 750 98.1 694 79.1 750 85.9 69.2 750 77.1 621 61.5 750 70.6 512 55.4 750 65.7 1 605[24.8 75D 59.4 599 39.6 750 56.2 588 34.6 750 55.5 586 90 in 72.1 5M 74.4 500 60A 563 52.9 491 51.5 553 54.8 483 45.1 563 48.9 475 40.1 563 44.4 468 35.1 563 40.9 462 563 36.2 452 25.8 563 33.3 445 22.5 563 31.8 442 95 in 59A 495 61.1 443 49.5 495 51.5 435 424 495 44.8 427 37.1 495 38.9 421 33.0 495 36.1 415 29.7 495 332 409 495 29.1 400 21.218.6 495 25.1) 390 fob in 41.7 391 42.6 353 34.8 391 35.9 345 29.8 391 31.1 342 25.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 328 391 19.7 321 14.9 391 17.8 315III in 3e.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 214 370 228 316 19.2 370 20.9 312 370 18.1 305 120 in 30.4 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 19.0 377 19.9 278 16.9 317 17.9 273 144 iu 17.6 220 17.8 203 TGRI F 1riR Substrate: 2.7k Concrete 3K Concrete 3.51, Co.. Hollow CMU Filled CIVIL PT Wood Metal Anchor Capacity Anchor Type: wit$' Elco Ultrecon 114• El,. Ullre.- Tie, DeWelt Ult2com 1/4' DeWolt Ullracan. 5116' Elco Ultracon 311tr Et- Ullracan 1/4'Elco Macon 311V DeWall Ultracon. 114"DeWa11 Macon+ 1/4' SS Elea A nGalor ss 5116' Elco Ulbacon 114• SS Elco A eGatot W1 #1031ee1 Screw G5 ( ) #12 Steel Screw GS l ) 012 Steel Screw 45 (-) (Ibs) Edge Distance Pnr. 1" 2-11T 1' 2-1/T 1' 2-10 1• 2-112- 3-1/8- 1' 2-11T 1• 2-112- 1- 2-11T 1' 1 2.1rz• T 3118• 2. 0.48" 0.54' 0.324" Embedment (in). 1-3/4' 1-3/4' 1-3/4' 1J14• 1-/4' 1-314' 1-3/4" 1-314• T 1-114" 1-114' 1.1/4' 1.114" 1-114" 1-1/4' 1-114•tj 1.114' 1.1l4' T 1-3/8' 1-3/8" runes 2Anchola a 5' Min. O.C. / (2) 2t5Angle Clips I (Fig. 1): 390 lbs 3901bs 4501bs 8901Ds WO 11% 5301W 2201ca 8101bs 1700 lbs 2701bs 2BO Ibs 354 lbs 740 lbs 230 lbs 370 lbs 3201bu 374 lbs 720Ibs 946IW 341 IM 442 IW 560 lbs 4 Anchors @} 3.5• Min. O.C.1 (2) 2x5 Angle Clip, I (FIg. 2p 700 In 780 Its 7801bs 18701b9 620 Un 1260lbs 4401bs 17401bs 2525 IW 540Its 660 IW WA 112016s 460 IW 7401ba 640 lbs 748 lbs 880lbs1892lbs 6821bs 885 tos 112010s6 Anchom Q 2.71" Min. O.C. 1 (2) 2r5 Angle Clips 1(Fig. 3)' 11201bs 11200s 9581Qs 22481bs 930 Ica iB901bs 646lba 2598 las 22541be WA 8401bs NIA 1059lba 646 lbs 11101bs 5791bs WA 13201hs WA 10221bs 13271bs 1fi801bs UJ LL IX O 2 U Z Q W Z PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/2612026 By f. r7 j Mlaml-Dade Product Control FIGURE 1: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONSUSING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERALAL INSTALLATION LATION METHODS. FIGURE 2: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 11 11 111 1 • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. .125" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ; � LYN71/ 1' -• ��� 30" FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. �� �'�r 10EN >. Sr •'•�� C. •.. i 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 3.250" -_ n ND. 5ii705 .. FIGURE 3: • • • • 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 .12V = - 0 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT 30^ gqy LEAST THICK AND ;�Q '• SAT - OF '•. .125" A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULUON .(� .•' a�/ • • THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-B S.S. OR 410 S.S. % �`s' .;`/ 0RIO!'•. • •;G\``�� 1111S'0NAL E: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. A LYrII�1AhILL�,P.E. FL P.E.# 58705 TABLE 16A Mullion Capacity Table Ibslitt ANCHOR CAPACITY Opening Width (for vertically -spanning mldlions) or Opening Height (for horizontally-spartrling mullions) ADJUSTMENT FORMULA: 50 in 601n 70 in 80 in 90 in 100 in 120 in 140 in 160In ANCHOR CAP.,.,.,,,,, 3.25" 45 Rectangular Leading a hap/Tdang. Loading e Rectangular Loada g Trep/Tdeng. Loading 9 Rectangular Loading 9 Trap/Tdang. Loading 8 RedaugWar Loadn 9 TraplTriang. L.adin g Rectangular Loading 9 TraplTriang. Loading 9 RaclangWar Loadin 0 Trap/Triarg. LoatlIn 0 Rectangular Lnedfn e TreplTdeng. Luadn a Rectangular Loading 9 Trap/Tdang. Loadin g Rectangular Loading 0 TraplTdeng. LoadingMULLION (DP,„)X ( ) CAP..„,.,,„s DEG. AL BAYMULL a ti €� F as u v t a ci € _� as ci a �¢ r a u ��. a as u d t" �¢ r o u o �� x o ci a as d`¢ a o ri 2z ��. ,�_ x a ri a ¢`rc a a u o� _g ��. �^ o9 u 9 a� t �rc x a ci = _� �o "� m^ as $ v r $¢ a �° ci -� s� a m^ a ci v _ �¢ a a ci �� �o a a^ u v ="a ¢S Ir a a u � _� ��. _D `°�n" 8, �'a �¢ •� '° a � _� E� a "^ ci '- sa ¢`¢ �• '° ci �� _ ��. a a^ u a 5a d`¢ t ri 'te _� ��. r as a u 9 a dra a a u `�ts; _g f�. n� v v dIz n a rr �� cB E� r 6 1p :i ci " La �¢ a a ci ��. z ci v =a ¢`� 2^ a ci �� �� �o -q.. v a '�. �¢ z• •., o_ _� �'� a 1O� ci 9 �o ¢`¢ =ANCHOR CAP.,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED "CORRESPONDING 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 992 170.0 519 170.0 11116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 170.0 621 TO UI ACTUAL PRESSURE REQUIREMENT FOR THE 43 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 639 170.0 1133 170.0 651 170.0 1275 170.0 677 170.0 1417 170.0 080 183.7 1637 170.D 580 140.3 1637 170.0 680 122.8 1637 170.0 Still OPENING, WHEN IT IS LOWER 50A25 in 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 75U 128.1 1552 170.0 756 110.4 1552 170.0 756 THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE 54 in 170.0 797 170.0 612 170.0 9% 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 656 129.3 1455 170.0 861 110.8 1455 170.0 661 97.0 1455 170.0 861 SELECTED MULLION. IT WILL 60 in 170.0 685 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 W0.0 996 125.7 1309 163.5 994 1U4.8 1309 157.1 D82 89.8 1309 157.1 992 78.5 1309 157.1 982 YIELD A MINIMUM ANCHOR 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 AZ9 1247 170.0 940 142.5 1247 164.5 983 126.7 1247 152.6 965 114.0 1247 144.3 952 95.0 1247 136.2 936 81.4 1247 135.7 935 71.3 1247 135.7 935 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL £ 66 1,, 170.0 974 170.0 789 170.0 1169 170.0 903 148A 1100 163.7 965 129.9 1190 147.9 945 115.4 1190 136.5 926 103.9 1190 128.4 914 86.6 1190 119.5 598 74.2 1190 118.1 893 04.9 1190 118.1 893 ANCHOR OPTIONS FROM THE c m 721n 161.E 1010 169.8 877 134.7 1010 144.E 859 115.4 101D 127.2 842 101.0 1010 114.7 828 89.8 1010 105.6 817 80.8 1010 98.9 807 67.3 1010 90.8 795 57.7 1010 87.8 790 50.5 1010 87.7 789 ANCHOR CAPACITY TABLE. J 76 in 137.4 BO6 143.E 792 114.5 BOB 1220 775 98.1 908 107.1 761 95.9 906 96.2 749 76.3 906 88.2 738 68.7 BOfi 82.3 729 57.3 906 74.7 716 48.1 906 71.2 710 42.9 908 70.8 708 g 78 in 127.1 881 132.5 754 105.9 881 112.5 738 90.8 861 96.8 725 78.4 661 88.5 713 70.6 861 81.0 703 63.8 061 75.4 684 53.0 661 68.1 BB1 45.4 881 64.5 675 39.7 861 63.7 672 90 in 82.7 848 85.4 574 68.9 W6 72.1 564 59.1 646 62.9 %4 51.7 646 56.1 545 46.0 646 50.9 537 41.4 645 47.0 530 34.5 646 41.5 519 29.5 646 38.2 511 25.9 646 36.5 507 96 in 68.2 568 70.1 508 56.8 568 69.1 409 48.7 568 51.4 491 42.6 %8 45.8 483 37.9 563 41.4 475 34.1 568 38.1 470 28.4 568 33A 459 24.3 568 30.5 452 21.3 56B 28.7 447 1031a 47.9 449 48.9 411 39.9 449 412 119 35.7 393 29.9 449 31.7 387 26.6 449 28.6 382 23.9 449 26.1 3T7 20.0 449 22.7 366 17.1 449 20.4 361 15.0111 in 44.1 425 45.0 385 38.8 425 37.8 379 425 32.8 373 27.6 425 28.1 367 24.5 425 28.2 361201n 34.9364 35.5 331 29.1 364 29.8 326 4M2449 364 25.8 321 21.5 364 22.6 317 18.4 3- 20.5 313 17.5 364 18.7 309 144 in 20.2 253 20.4 233 16.8 253 17.1 230 Substrate: 2.7k Concrete 31, Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Moral Anchor Capacity Anchor T 7Ve 3116` Elco Ullydcon 114" Else Ullracon 3116' DeWalt Ullydcort+ 1/4- NINall Ultraconr 5116" Elco Lit.... :Y76` Elco Ulu..." 1/4' Sri, Ullydcon 3/16' DeWalt Ullracon. 1/4' DaWall Ulbacan- 1/4° SS Elco AggreGator 5116` Elco U tracon 1/4' SS Elco AggieGalor #10 Steel Screw (G5) 012 Steel Screw (G5) #12 Steel Screw (G5) (Ib6) Edge Distance Qn): 1' 2-1? 1^ 2-71T 1' 2-1/Z' 1' 2.1Y1 3-118' 1" 2-7/2 1' 2-1/2' 1' 2-1/2" 1' 2-112" T 8-118' T 0.48' 0.54" 0.324' Embedment pn): 1-3l4' 1J14" 1-374' tv'l4' 1-314" 1.i'4' 1-3l4` 1-3/4' 2 1-174' 1-1/4' 1-114' 1-114' 1-7/4' 1-i14° 1-1/4' 1.114' 1-174' 1-114' T 1-318' 13r8° rddes 2Anchols @ 5' Mill O.C.! (2) W Angle Clips / (Fig. 1): 3901bs 3901bs 450lbs 890 lbs 310 lba 630 Ibs 2201us 8701bs 1700 lbs 2701bs 260 lbs 354 lbs 74D Ibs 230 lbs 3701Ds 320 Ibs %O rbs 3741bs 7201bs 9961bs 341 Ibs 4a21bs %O rbs 4 Anchors @ 3.5' Min. O.C. / (2) 2a5 Angle Clips / (Fig, 2): 780165 7801be 790 His 16701bs 620 Ibs 126D Ibs 4401bs 17401bs 25251hs S401b5 5601bs WA 11201bs 460 Ibs 7401at 840 Ibs 11601Ds 7401bs BBD Ibs 1B921bs 6821bs 885 Ibs 11201bs 6 Anchors @ 2.71' Min. O.C. / (2) 2.5 Angle Clips I (Fig. 3): 112U Ilia 71201bs 958 Ibs 22461bs 9701bs 189010s 8481bs 25981bs 22541bs WA 8401bs WA 70591bs 64610s 1110Ibs 8T9 Ibs 1678 Ibs WA 1320 cs WA 707210.s 13271bs 768010s FIGURE 1: El FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By Miami -Dade Product Control ., j111111111, Na 86705 . ;Y E OF �7 NAL Er A. LYN� AIIILL6R, P.E. FL P.E.# 58705 -1 1.000" r--- j-{ f--.125" II STANDARD CLIP 2.000" 6063-T6 ALUM. TION I .125" L 5.500" -3.125"-{ CUT HERETO .375' .375" _CREATE F-CLIP, SEE MIN. MIN. Ir DETAIL F. SHEET r--------1 r---------I I q L_ _____J I L______-J STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER* 1116". 5.500" -.375" .375" MIN. MIN. r------------ I__-_________-, I 1 I I I I 1 I I I B I i i I I I I I I I I C OFFSET CLIP 125" 6063-T6 ALUM. I _ _ TOPVIEW -1 1.000" r-- .125" 2.750" 375" 1" X 2.75" X .375" MULLION 6063-T6 ALUM, XSECTION }-{ �- 125" II I- 2.125" U-CLIP I 6063-T6 ALUM. X-SECTION 125"J --i .740' h-- 338" MIN. A U-CLIP 6063-T6 ALUM. TTOPVIEW Z.I NTER OF ANCHOR LE MUST LIE THIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". TABLE B "X 2.75"X.650"MULLION 1"X 3.125X.5"MULLION 6063-T6 ALUM. 6063-T6 ALUM. X-SEC TION XSECTION 2X5 ANGLE CLIP 6063-T6 ALUM. 2.000" X-SECTION 125" 1.25" X 3.188' X .265 MULLION 6063-TG ALUM. X-SECTION o i- 5.000" I .375" MIN. �-------------------- 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER * 1116". Mull Dimension (sheet#) PGT Part# Mullion Std. Clip Offset Clip U-Clip Angle Clip 1" X2" X.125" (5) 66605 666113M 6661118M 666243M 666511M 1" X2" X.375" (6) 6560M 666114M 6661119M 666244M 666512M 1" X2.75" X.375" (7) 66607 666115M 6661120M 666245M 666513M 1" X2.75" X.650" (8) 66608 666116M 6661121M 666246M 666514M 1" X3.125" X.500" (9) 66637M 6661116M 6661114M 656242M 666515M 1.25' X3.188" X.265" (12) 66641 6661117M 6661113M 665241M 666516M 1.26" X2.11" X.125" (18) 69370 1 WA I NIA I WA 666517M 1 NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9, 12 8 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A F--1.265"--I I- 2.116" -.125" .90D" I 126" X 2.11" X .125" MULLION 6063-T6 ALUM. XSECTION Dimension Value (in) For Mullion: A 1.625 1" X2' X.125' Aluminum Tube Mullion B 2.654 C 0.895 D 0.740 A 1.125 V X2" X.375" Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 1" X 2.75"" X .375 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 A 1.312 1" X 2.75" X .650" Aluminum Tube Mullion B 3.000 C 0.476 D 0.836 A 2.000 1" X3.125" 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" X 2.11' X .121" Alum Tube Mull PRODUCT REVISED as complying with the Florida Building Code .-No. 20-0406.03 Expiration Date 05/2612026 By t� Miami -Dade Product Control ` '{ I I I I I It,, , 1y.: iJo.58705 42 F w ATt O0 !L ` tss i ♦` ' AL LNG; �lllllll l\\\•' A. LYNN MILLER, P.E. FL P.E.# 68705 1.25" X 3.25" X .100" 1.25' X 3.25" X .624" MULLION MULLION 6005-T5 ALUM. 6005-T5 ALUM. X-SECTION X-SECTION 2.661"- 1�1.377"� .125' 30' BAY MULLION 6063-T6 ALUM. X-SECTION T .228"j 1-.981"- 3.250"45' B 606 X- 125" rt T^L 25' BTAN-T6 ALU .2.000" 6083-T6 ALUM. X-SECTION .125" 740" rt 2.125" U-CLIP I 6053-T6 ALUM. X-SECTION 125"� 1" X 4" X .375 T'-MULLION 6063-T6 ALUM. 5.500" CUTHERETO --3.•375" X-SECTION •375"CREATE F-CLIP. SEE MIN. DETAIL F. SHEET 2.876- t25O", 3.00" ----___-O--_---_L _-4" STANDARD CUP CENTER OFANCHORHOLE MUST LIE 6063-TG ALUM. --1 .820" F-- THIN THE DASHED SEE TOPVIEW 1.25 X 3.94" X SHEETS 10-17 FOR THE ANCHOR O.C. .624' MULLION DISTANCE. MAXIMUM ANCHOR HOLE 6005-T5 ALUM. \DIAMETER: ANCHOR DIAMETER t 1116". X-SECTION - -r-- _I .225' �._.981"- .375" MIN. 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. .375" I I I I 1 I I H 1 OFFSET CLIP 6063-T6 ALUM TOPVIEW 2 000" 2X5 ANGLE CLIP 6053-T6 ALUM. XSECTION .125" 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". .375" CENTER OF ANCHOR HOLE I MUST LIE WITHIN THE DASHED BOUNDARY. SEE F SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. U-CLIP 6063-T6 ALUM. TOPVIEW TABLE C Dimension Value (In) For Mullion: F 3.687 1" X4" X G 1.000 .125" Aluminum H 2.680 1 3,000 Tube Mullion F 3.187 1" X4" X G 0.757 .375" Aluminum H 2.430 1 3.000 Tube & "T' F Z250 1.25"X3.25' G 0.750 X.100' Aluminum H 1.500 1 3.250 Tube Mullion TABLE D r_____________________.1 I I I I I I I I I I I I i I 1 I I I I I I I I I TABLE C, CONT. Dimension Value (in) For Mullion: F G 1.935 0.500 1.25" X 3.25" X.624' Aluminum Tube Mullion H 1 1.438 3.250 F G 2.625 1.125 1.25" X3.94" X.624" Aluminum Tube Mullion H 1 1.500 3.250 F 2.813 30' Ba Mull F 2.875 45' BE, Mull MIN. 2X5 ANGLE CLIP 6083-T6 ALUM. TOPVIEW Muli Dimension (sheeti6 PGT Part # Mullion Std. Clip Offset Clip U-Clip lAnglaClip 1"X4" X.125"(10) 69364 666111M 666112261 666241M 666518M 1" X4" X.375" (11) 66610 666112M 6661123M 666242M 666519M 1-X4"X.375""1"(11) 66653 666112M 6661123M 666242M 666519M 1.25" X 3.25" X.100' (13) 20160120312 6661127M 6661124M 666241061 6665115M 1.25" X3.25" X.624" (14) 20161/20315 6661128M 6661125M 6662411M 6665116M 1.25" X3.94" X.624" (15) 20162 6661117M 6661126M 665241M 666517M 30 Degree (19) 66649 WA WA WA 666511UM 45 Degree (20) 66650 NIA NIA N/A 6665111M W W 2 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date05/2612026 By �= Miami -Dade Product Control `1111 i 111, 1,, -.4 I` 0. 58703 �C 6= 4Q : '�I11 11\1 A. LYNN NIILtER, P.E. FL P.E.# 58705 TARI F P Mull Dimension (sheet#) PGT Part# Mullion Std. Clip U-Clip Angle Clip 2" X4" X.25" (16) 66602 666261M 665271M 6685112M 2" X6" X.25" (17) 66604 666262M 665272M 6665113M ---.125" STANDARD CLIP 6063-T6 ALUM. 2.000" X-SECTION NOTES: I 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125" DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 1.490" 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r---2.000'- -j -5.500 CUTHERETO 3.500" CREATE F-CLIP, � .376" _ SEE DETAIL F, .375" MIN. r SHEET4 MIN. r-------- ------------- I I I 4.000" I I I I I I -I- - - - - -- - --I- 3.438" 2"X4"X.25" I 1 MULLION 6063-T6 ALUM. I I I X-SECTION I I I L- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. -WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLEc" 2" X 6" X .25" MULLION 6063-T6 ALUM. XSECTION .375" MIN.' Y.- -5.500"----- CUTHERETO I _ SEE DETAIL F, Fir (it 3.500"-{ GREATE F-CLIP, ,375" r SHEET MIN. r--------'------------+- I I I I I I I I I I I -- I I I I I I I I I I I I I L. _ 4.688" I I I I 5.4' I I I I I I 1 I I I I I I I I I I -STANDARD CLIP 6D63-T6 ALUM. TOP VIEW I -,i F^ 125" oG' o U-CLIP 2X5 ANGLE CLIP ff' 2125" 6063-T6ALUM. 6063-T6 ALUM. o X-SECTION 2.000" X-SECTION In I N .125" .126' to y❑ LU mN¢ I--taso'--a T of LU 5.000" II-- 375" W � o .375" I MIN. 0 cMD LU 0 CO z f--------------------- T LU m = I ¢ ,n0 I I [v I J EL a-- U rcZ I Q J .-- N rY + 3.438„ .---_---_� Z C.) Q OX (D 3.438" i i ¢ Z .. Z � .375" W N 1 I CO Q 6 vO p I � _� Z m o" ❑ -- -- L--------------------- i MIN. W O Y Y n j 07 U-CLIP, 6063-T6 ALUM- 2X5 ANGLE CLIP Q ¢ O Q /SE�.OR 2" X 4" MULLION, SHEET 10 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. a e Z Co w TOPVIEW -WITHIN THE DASHED BOUNDARY. SEE TOPVIEW 'a m O m0 SHEETS 16.17 FOR THE ANCHOR O.C. ANCHOR HOLE MUST LIE DISTANCE. MAXIMUM ANCHOR HOLE ❑ �-� WITHIN THE DASHED BOUNDARY. SEE DIAMETER: ANCHOR DIAMETER + 1116". SHEETS 10.17 FOR THE ANCHOR O.C. PRODUCT REVISED -DISTANCE. MAXIMUM ANCHOR HOLE as comp Iying with the Florida DIAMETER: ANCHOR DIAMETER+ 1116". .375" GA -No. 20.0406.03 Building Coda 5.009' N � MIN. Expiration Data 05/26I2026 .375By G -------------- Miami-Dado Product Control I I I I I I 1 I I I I I I 1 I I I I I 1 I I I � r 5.438" - - - - - - - - -i \1�11111r1r/ii 3" 5.438" I I L I I I N0. 58705 .375" _ MSTAT ^L----------------------i MIN:2LJ(OOF : Q✓ U-CLIP 2X5 ANGLE CLIP 6063-T6 ALUM. 6063-T6 ALUM. ���� /0NAL L� 1`� USED FOR 2" X 6" MULLION. SHEET 17 fOPVIEW / X/ X 1 1 1 1 1 1 t 1\ TOPVIEW A. LYNN MILLER, P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS IN HEAD `SEE ON DETAILS, SHEETS 4APPROVAL \ 2-3 72" MULLION LENGTH SEE DETAILS, SHEETS 2-3 NO ANCHORS IN W1NDOW SILL 12 32" MULL WIDTH OPENING WIDTH EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH —I F t--SEE I SEE FENESTRATION DETAILS. PRODUCTS SHEETS APPROVAL, 24 MULLION - SEE SEE LENGTH DETAILS, DETAIL E, d OPENING SHEETS 22-4SHEET3 HEIGHT FOR HO z. MULLION SEE DETAILS, SHEETS r 2.3 L36",HORIZ. ��„_ ff HORIZ. 36" LENGTH MULL LENGTH OPENING WIDTH FOR VERTICAL MULL — 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. 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 RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.01.60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-58.3 P5F AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .650" MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS, ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X ( 636 LBS \ = 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-318". THE OPENING REQUIRES A DESIGN PRESSURE OF +50.01-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND THE OPENING WIDTH IS 36"+36"+1"=73". REFERENCING SHEET 25. THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+3T+2"=74", NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35-12"+35-1/2"+2"=73"). 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 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. USING THE STANDARD CLIP WITH (6) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-10 GIVES AN ANCHOR CAPACITY OF 1050 LSS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" -106". REFERENCING SHEET 25. THE COLUMN USING TRAPEZOIOALRRIANGULAR LOADING MAY BE USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (Q LENGTH = 42", OPENING HEIGHT = 120") HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE ZX5 ANGLE CLIPS WITH (4) 3116" 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 621 LBS. 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 35" HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 By r _ Miami -Dade Product Control �111i 11/l, LYlviv •..: IV0.58705 = _ 7 f ATE OF U •' (V $ � �` A. LYNN M�L12 R. P.E. FL P.E.# 68705 EXAMPLES OF RECTANGULAR LOADING: i PW tl uI I LOADING OF VERTICAL MULLION SILL OF WINDOWS NOTANCHORED 4 �I�II LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION EXAMPLES OF TRAPEZOIDALRRIANGULAR LOADING: 161-1 U /Ilp/ �;Itl Iln I i ® �n 02 w LO N —6 u`A ¢ W Z W O = LU o3 co21 U. (D LOADING OF VERTICAL MULLION 2 f 'E v :"C LOADING OF HORIZONTAL MULLION Q J V oc D F 0) Z..¢ c[ F¢Z - N � W B O a C � (9. 3 0 W Z Ir ffSHI.H F ¢ 0 2 n z '(0 v u aiQ' �Q QPRODUCT REVISED - as complying with the Florida Beilding Code NOA-No. 20-0406.03 Expiration Date 05/26/2026 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: ey :f�' Miaml-Dade Product Control _ 1)DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE � ` ON �1GEN ��;''• /�� PW `1��' J RECTANGULAR LOADING. No. 58705 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. Z H LOADING OF HORIZONTAL MULLION A ZO u,`r SATE F a(4` S/()NAL A. LYNN MILLER, P.E. FL P.E.# 68705 e