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Home My WebLink AboutNOA Aluminun Tube MullionL kr DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE. ADMINISTRATION DIVISION L,3 NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 3:780 W 104 Street MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, FL 33175-2474 T (786) 315-2590 F (786).315-2599 CODE COMPLIANCE Hialeah, FL 33172 ST. LME COUNTY SCOPE: � (� CC This NOA is being issued under the applicable rules and regu atioonss gotefning the use of construction materials.- The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).. This NOA shall not be valid after the expiration date stated below.. The Miami -Dade County Product Control Section (In Miami -Dade County). and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted. manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this` acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "CGI Heavy Duty" Clipped Extrude AlwmmumTube Mullin L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/1.1, with revision D dated 06/26/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit. shall bear a permanent label with the manufacturer's name or logo, city, state, model/series,. and following statement: "Miami -Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application'has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or, if there has been a revision or change in the materials, use, and/or manufacture .of the product or process. Misuse of this NOA as an endorsement of any product, for -sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County,: Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION. A copy of this entire. NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the,Building Official. This NOA. revises and renews NOA# 17-0636.11 and consists of this page 1 and evidence pages E-1 and E-2, as well "as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. NOA No. 20-0406.08 h1tAMi i?Aii3 CUl1NTYe .' Expiration Date: May 26, 2026 08/20/2020 Approval Date: August 20, 2020 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMTTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminum Tube Mullions", sheets 1 through 25 of,25, dated 08/29/11, with revision B, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC; TAS 202-94 . 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC.TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test ReportNO.-F.TL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed .and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51" Edition and with FBC 6" Edition (2017), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement Letter conformance to FBC 5th Edition (2014)-and with FBC 6th Edition. (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, RE 2. Statement letter of 'no - financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony -Lynn Miller, P.E. 3. Private Labeling Agreement document in conformance to Product Control guidelines dated 02/15/16 signed by Mario Ferrucci III. G. OTHERS 1. None. .. Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.08 Expiration Date: May 26, 2026 Approval Dater August 20, 2020 E-1 CGI Windows and Doors, Inc.' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMTTED A. DRAWINGS 1. Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminum Tube Mullions", sheets 1 through 25 of 25, dated.08/29/11, with revision D dated 06/26/2020, prepared by -manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Calculations and Structural analysis complying with FBC 6` Edition (2017) and with FBC 7" Edition (2026) and, prepared by manufacturer, dated 04/01/2020, signed and sealed by Anthony Lynn Miller, RE D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 611 Edition (2017) . and FBC 711 Edition (2020) and, dated March 30, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 30, 2020, issued by manufacturer,, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. This. NOA revises and renews NOA #17-0630.11, expiring on 05/26/2021. Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.08 Expiration Date: May 26, 2026 Approval Date: August 20, 2020 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE FOPENINGWIDTH FOR VERTICAL MULL ARCHES TO BE MULLIONS / '—'� SEE DETAILS INSCRIBED INSIDE A-D,G•H' RECTANGULAR SHEETS 24 SHAPE. SEE DETAILS I/ I AILS 1 I \ SHEETS I )__ — I.I I_ — \ ATHRUSEE G; SHEETS HEET HEETS2-I I I III OPENING VERT. HEIGHT MULL FOR LENGTH HORIZONTAL SEE DETAIL E, MULL SHEET 1, FENESTRATION PRODUCTS MAY 'BE OF ANY TYPE MUST BE MANUFACTURED BYCGL /SEE DETAILS �HDRIZONTAL A-D,G•H;ET MULL SHE524 LENGTH HORIZONTAL MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TOANYANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUEAND 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. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CUP. 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 L/180. THE 113 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 C U ETERMI E PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24.-FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS ATA11ME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).. • . 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON, DEWALTIELCO AGGRE-GATOR, DEWALT ULTRACON+NOA'S. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT( 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. INSTRUCTIONS: GENERAL NOTES ........................... 1 INSTRUCTIONS ............ .._..... ......... I ELEVATION $ ................................... 1 MULL TO 2X WOOD .............._........ 2 MULL TO 1X & MASONRY .............. 2 INSTALLATION NOTES ................... 2 MULL TO MASONRY .......:............... 3 MULL TO STEEL STUD ...:............... 3 MULL TO MULL ....................... _...... , 3 ALTERNATATE CLIPS .....z..............4 BAY MULL INSTALLATION..............4 1 X 2 X .125 MULL SPECS ............... 6 1 X2 X .375 MULL SPECS ............... e 1 X 2.75 X .375 MULL SPECS .......... 7 1 X 2.75 X .65 MULL SPECS ............ 8 1 X 3.125 X.500 MULL SPECS........9 1 X 4 X.125 MULL SPECS .10 1 X 4 X.375 TUBE MULL SPECS .11 1 X4X.375'T'MULLSPECS .11 1.25 X 3,188 X .265 MULL SPECS .12 1.26 X 3.25 X.100 MULL SPECS ..13 1.25 X 3.25 X .624 MULL SPECS..... 14 1.25 X 3.94 X .624 MULL SPECS..... 15 2 X 4 X.25 MULL SPECS ................ 16 2 X 6 X .25 MULL SPECS ................ 17 1.26 X 2.11 X .125 MULL SPECS.... 18 30°.X 3.25 BAY MULL SPECS.......,. 19 45° X 3.25 BAY MULL SPECS......... 20 MULLION & CLIP DIMENSIONS...... 21-23 EXAMPLES 1 & 2..............................24 LOADING EXAMPLES...._ ................ 25 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIM FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE -THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 'I LEMULL NGTH OPENING UNDTH�I r�HORIZ. MULL LENGTH —1 T I -II— � 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR' OR'TRIANGULAR/fRAPEZOIDAL". OPENING 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT') FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING HEIGHT THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY THE OPENING MULL // ,{R HOORIZ. VERT. MULLION CAPACITY (LBS/FP) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT') FOR THE OPENING OBTAINED IN HEIGHT LENGTH 1' Y MULL MULL STEP 1). LENGTH L — fll 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 WINOLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTOATTAIN THE FULL MULLION CAPACITY. OPENING WIDTH SINGLE MULLION I SINGLE MULLION FOR VERTICAL MULL 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE OPENING WDTH L ANCHOR!SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR FORVERTICALMULL CAPACITY IS MET. - DETAILS MULTIPLE MULLIONS SEE FROM FIGURE I NDINGABOVE. FROM FIGURE 1 ABOVE. 7),IF THE MULLION CAPACITY (LBS/FT2) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS CODES / STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE •2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION •ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION CAPACITY (LBSIFT') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION -ALUMINUM DESIGN MANUAL, ADM-2015 PRODUCT ASSEMBLY. , •AISI SIOD-16 •AISC 360-16 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION, WHEN USING THIS NOA TO APPLY FOR A PERMIT. PRODUCT REVISED as eomplyIng with the Florida. - Building Code NOA-No. 20-0406.08 Expiration Date 05/26/2026 By Miami -Dade Product Control `J3 * No.58705 0�'• �T OF (V '0NAC A. L9MN MIU*0* NP.E. FL P.E.# 58705 DETAIL A:$ ~ MULLION TO 2X WOOD BUCK MULLION DETAIL B: MULLION MULLION ATTACHED TO IX OR WOOD FRAMING BUCANDTRIP ER SUB HSTRATE, 3� w OFFSET CLIP SHOWN WOOD BUCK MASONRY ( ) (STANDARD CLIP SHOWN) ATTACHMENT BY OTHERS, SEE SEETABLES 1B438 0 _ SEE NOTE 1, N I j I SHEET I. O I I ( I _ I I •.�. (6 NNE W I I SEE SHEETS 'o �nb I MIN 27 KSI a EDGE. EITHER THE I I I 21.23 FOR HOLE .d , I I' I CON.R.E.R CMU DISTANCE, —1 ~ LOCATIONS '' II STANDARD OR I' F OFFSET - EDGE o ° ° SEE SEE TABLES 0 EDGE DISTANCE IB-13B CLIP MAY BE I DISTANCE m I. n FOR MASONRY INSTALLED BY I 1'1 FOR WOOD / W Q O THIS METHOD. .4 SCREWS n < ' . I I I ANQryORS m O D- °. L.2 -MAX FOR d ' ° I I SIDE VIEW z m .. .q ALL MULLIONS 'd v - I•-- , O d a EITHER THE ° '° • ' • e - STANDARD OR �✓% ° OFFSET MULL CLIP MAYBE Sc n� d n °.� EXTERIOR ,< / a INSTALLED BY I--• @ EDGE THIS METHOD. J rn ci Q ¢ n G d DISTANCE 4 ,- .. Q Z N ° FOR ° MASONRY a. L a m Q O Z N N c THE OFFSET CLIP IS ANCHORS { H m RECOMMENDED FOR U7 a m0 m0' EXTERIOR ° d °a FIN -FRAMED WINDOWS, BUT MAY Q - ` ALSO BE USED FOR q LU OTHER FRAME TYPES. D_ I y 12 U z Q O D¢O � z�CO 0m0 TYP. ANCHOR NP. ANCHOR C € TYP.ANCHOR PER SUBSTRATE, PERSUBSTRATE, PER SUBSTRATE, SEE TABLES IB-16B �SEETABLES IS-13B - SEE TABLES IB-189 EDGE(END PRODUCT REVISED �DISTANCE - BUCKSTRIP as complying with the Florida SEE TABLES AND Building Code EMBEDMENT BUCKSTRIP 1B-13B T. .: ! - �' ATTACHMENT NOA-No. - 20-0406.08 AND EMBEDMENT• - } "' ' BY OTHERS, ATTACHMENT _ I ..�'•; r;,; , SEE NOTE 1, Expiration Data 055126/2026 BYOTHERS, ; . SHEET I. SEE NOTE 1. ... - �� • • B . J.. SHEE71. _. • ' ' Miami -Dade Product Control. MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW 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 THEANCHOR 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. - 5Y FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON, DEWALT ULTRACON+OR DEWALTIELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. MATFRIAI PPnPFRTIFC•- Material Min. FY Min.-F„ Steel Screw. 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 41 D Screw 90 ksi 110 ksi DeWaitlElco Aggre-Gator(M 57 ksi 96 ksi - . Elco UltraCon® 165 ksi - 177 ksl 3116." DeWalt UltraCon+O 117 ksi 164 ksi 1/4" DeWalt UltraCon�M33 164 ksi 6063-T5 Aluminum22 ksi ' A36 Steel58 ksi Gr. 33 Steel Stud45 ksi- .' 1,10ENgF •..•CC�i� t. _ yY •: 140- 58705 ` Ila % A* • Y7TA4E ZD') S G �. iS�ONAL e� A. LYNN MILLE1R. P.E: FOR MULL CLIP. EITHER THE I f I . I I n 1 STANDARD OR 1 OFFSETMULL CLIP MAY BE INSTALLED BY THIS METHOD. q I I Ls a EXTERIOR 4 EDGE DISTANCE FOR MASONRY _ ANCHORS DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) I ITYP. ANCHOR 1 I - PER SUBSTRATE, YISEE I TABLES IB-13B 1 EDGE DISTANCE FOR MASONRY I. I ANCHORS m 1" 1 e 'aq d a u e �' .. n AND %TTACHMENI BY OTHERS, SEE NOTE 1, SHEET 1. q ' d Q a TYP.ANCHOR TYP. ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 1B-13B SEE TABLES IB-138 BUCKSTRIP AND ' ATTACHMENT . BY OTHERS, EMBEDMENT' ,1• SEE NOTE I, SHEET EDGE �� DISTANCE SEE TABLES MIN 2.7 KS[ CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 113-13B- FRONT VIEW SIDE VIEW INSTALLATION NOTES: ' 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OFANCHORS AND MULLION SIZE SHOWN ABOVE FOR. PICTORIAL REPRESENTATION FRONT VIEW ONLY. BECAUSE THE ANCHORCAPACITY 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 - EXTERIOR FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAYBE 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 DEWALTIELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. DETAIL E: —+[-125-MIN. MULLION TO MULLION INTERSECTION NOTES: (U-CLIP) 1) MAY BE INSTALLED IN'TEE"OR"CROSS" INTERSECTIONS.' VARIES 2) MAY BE INSTALLED HORIZONTALLY ' i (SHOWN) OR VERTICALLY. I 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 TOP VIEW FOR CORRESPONDING MULLION. MULUON VARIES-I---� 1 #12 STEEL SCREWS, SELF -GRILLING OR PRE -DRILL MULLION AND USE SMS MULLION THE OFFSETCUPISRECOMMENDEDFORFIN-FRAMEDWINLINTERSECTION tEXTE�RIOR ALSO BE UBUT MAY ALSO BE USED FOROTHER FRAME TYPES. U-CUP 'SEE SHEETS 21-23 FOR ' . . .HOLE LOCATIONS FRONT VIEW EDGE DETAIL D: MULLION ATTACHED. TO STEELSTUD (STANDARD CLIP SHOWN) I k / SEE TABLES IB-13B SEE SHEETS 21.23 FOR �� MULLION`v , (I.. STEEL STUDS THINNER THAN 16 GA AND COMPLIANT WITH THE FL BUILDING CODE, A+2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. DISTANCE SEE TABLES 1B-13S SIDE VIEW U C s a a m �o o Alp 0 . gHaAs W9 FQ[ EN9�YR U N 'B O sm v.. Z a U O F J � M x o Z m m o U N to Iu��i Io �IC� PRODUCT REVISED as complying with the Florida Building Code - - NOA-No. 20-0406.06 - Expiration Date 05/26/2026 By.•'. Miami -Dade Product Control ® 1}Ilrnr EDGE �y LYIV ,DISTANCE SEETABLES&B No.58705 SIDE VIEW TAT �L 'ONAL A. MUIUILL�E�, P.E. FL P.E.# 58705 e W DETAIL F: DETAIL G: DETAIL H: m In � � Z FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION m R, (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) $k �- a� �3 � E3 g� 2EXTEZIOR TAILS A-D, J6. OR 45• ®(7 Y w 2 AND 3 FOR INSTALLATION O IFIC SUBSTRATES. BAY MULL . N —MULLION- O O Z rn v rc W O W O O O O O O O O U O O TOP VIEW co po S SIDE I LU CO N SHOWN WITH VIEW TOP VIEW I I I - - � M - W MULLION I I I f-- Z (D 1 I TYP. ANCHOR 2 Z i I PER SUBSTRATE, s Q I 1 SEE TABLES I5BOR 16B Z 5g c •.V I TYP. ANCHOR. I g sO LION CLIP - 1 PER SUBSTRATE, EXTERIOR. Tpo .rcZ ff FlELD I SEE TABLES 1B-145 O ¢z C7 2'XS"ANGLECUP, Z I j _ I I I I / INSTALLED INSIDE OF BAY MULL H 0 ;IZ f0 INTO WOOD, STEEL ALUM, CMU OR MASONRY EXTERIOR . (D STANDARD CLIP TO BE • m ® I EDGE DISTANCE PERANCHOR - NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 126" X 211"X .125" MULLION. 2) SEE TABLES 1 B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. '3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. 2'X 5• X .125• ANGLE CUP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL PRODUCT REVISED • as complying with the Florida Building Code INTO WOOD, NOA-No. 20-0406.08 ' SO NR ORR MASONRY Expiration Date 05/26/2026 EXTERIOR - By y Miami -Dade Product Control ® Wce EDGEDlsONOR -l1T PEa 1 EDGE O .DISTANCE - PER �ANCHOR E " 1l it III G O NOTES FOR INSTALLATION OPTION G & H: ` �Nrsl l�'� 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE . ' sF : No. 58705 LOCATIONS. 3) DETAIL H: SEE TA13LES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE O.[� '• •'Z - 0 l� S LOCATIONS. ��'•• AT OF ;'(V�` CAS •'•FZoR1DA.•.' r �. TABLE 1A Mullion Capacity Table Ibsfft= ANCHOR CAPACITY Opening Width (for vertically-4panni g mullions) or Opening Height (fortlodzontailyspaming mullions) ADJUSTMENT FORMULA: 5o In - 601n 70 in 801. 901n too in 120 in 140In 1601. ANCHOR CAP.,,,,,,,, Rectangular T pfIldang: Rectangular. Trap/Triang. Rectangular TraplTdang. Rectangular TrapfMang• Rectangular Tmprrdang. Rectangular -Trap/7dang. Rectangular Tmprrdang.. Rectanguar- Traprtdang.� Rectangular TrapfTdang- - (DP�)X ( ) 1 x2x.125 Loading 'Loading Loading Loading Loading Loading Leading Loading Loading Loading Loading Leading Loading Loading Loading Loading Loading Loading MULLIONCAP_ Alum. Tube,•''.. �. a Al x 3_ i_• z a .t• a a L•' �• Al =ANCHOR CAP.K, Mullion �� S.2 8 B.X Grya o a� a �k v a� 8 ��, a $� m a� 'k a 8� "a a m A w a� �. Ra $a USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY o� r P ei e- a s `� �.`. c'I o a i' `� $ t cLy `� c� 2 o 9 •e$ 5 3 ui`' a o ci .?C $ $.e 2iR n a $ E� a a ri G $,E_' �^, ui+ ya t C 3 o�_ $G Z-� _ 'd ,� u^z�1 v �6 _��J v t L 2 �� .� �� rc E@ ��- a`,rc dF� Er, a`rc �� d`z a`a€drc� d`a: REQUIRED" CORRESPONDING TO ACTUAL PRESSURE REQUUIREMENT FOR THE 42 In 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107.8 321 69.9 408 104.4 319 62.1 408 104.0 319 55.9 400 104.0 319 46.6 408 104.0 319 39.9 408 104.0 319 35.0 40a 104.0 319 48 In 74.9 312' 83.8 258 624 312 73.4 252 53.5 312 67.0 248 46.8 312 63.2 246 41.6 312 61.3 244 37.5 312 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 60.625 In 63.9 281 70.6 234 53.2 281 61.5 1 228 45.6 281 55.7 224 39.9 281 52.1 35.5 281 50.1 220 31.9 981 49.3 219 25.6 281 49.3 219 22.6 281 49.3 219 20.0 281 49.3 219 THAN THE MULLION CAPACITY t 64 in 526 247 57.5 207 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.5 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 247 38.1 -193 16.4 247 38.1 193 . I THE (FROM THE DMULLION. SELECTED MULLION. IT WILL m601. 38.4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.5 .163 24.0 200 28.9 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 156 YIELD A MINIMUM ANCHOR J 631n 33.1 181 35.3 155 27.6 181 30.3 152 23.7 181 26.9 149 20.7 181 24.5 ]146 18.4 181 22.8 144 16.6 181 21.7 143CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL 66 in 28,8 165 30.8. 142 24.0 165 28.1 139 20.8165 23.1 136 18.0 165 21.0 ANCHOR�OPTIONS FROM THE 72 tn 222 139 23.3 120 18.5 139 19.9 118 16.9 139 17.5 118 ANCHOR CAPACITY TABLE. 76 In t&9 125 19.7 109 . 15.7 125 16.8 107 - 781. 17.5 118 18.2 104 TART F 1R Substrate: 2.7k renovate - 3k Cancrete - 3.5k Co.,. Hallow CMU Feed CMU PT Wood Metal Anchor Capacity AnclrotT ype: 3116' Elco Ultracon . 1/4" Elco Uibacon 3116' DeW81t Ultracon+ 1/4' DeWa1t Ultracom &is, FJ,6 ultra- 3/16" Elco UWcon 1W Elea Ultmcan 3116, DeWall Ultras. 1/4' De Walt • Ultmcom 1/4" SS Elco Agg.Gator 511W Elco Ultmcon 114' SS Elco AggreGalor 410 Steel S, (G5) 91281ee1 Sc (G5) 912 Steel Screw(G5) (Ibs) Edge Distance (in): - 1- . , 2-t12• 1- 240 1' 2-1/2' 1' 1 2.112• 3-118" 1- 2-1/2' 1' 1 2.112- 1' 2-1/2' 1' 1 2-1/2' 2' 3.1/B" Y+ 0.48" 0.54' 0.32e Embedment City. 1-214' 1-314' 1314' 1-314- 1-&,r 13(4' 1-314' 13l4' 7 1-1/4' 1-1/4' 1-1l4' 1.114' 1-1f4' 1-114' 1.1/4' 1-114' 1-1/4' 1.1l4' T 13l8' 13la' varies 2 Anchors @ 4.76' Min. O.C:l Standard or Offset Clip (Fig. 1} 390lbs 390 lbe 450 Me 89D lbe 310lbs 630 Ibs 220 lbs 8701W 1644lbs 2701W 280 lbs 3541be 740 lbs 230 lbs 3T0lbs 320lbs 580 Ica 3741bs 6841bs 946Ihs 341 as 44211bs 56013s 4 Anchors @ 1.15' Min. O.C. / Standard (or Offset) Gip (Fig. 2y 480 lbs 700 lbs WA WA 3201bs 1260 lbs 370lbs WA N/A WA 3801be WA WA WA ' 740 lbs N/A WA WA WA N/A. 682lbs 08511bs 1120 lbs 4Anchom @ T Min. O.C.I (2) 2r5Angle Clips / (Fig. 3) 780lbs 780 go 680 lbs 1560 lbs 6201bs 1260lbs 440Ibs 1740 lbs 16961bs 540 lbs 560 lbs WA 7601bs 460lbs 740Ib1 640 Ibs 1160lbs . 748 Ica 880 lbe 1892lbs 682lbs 885lbs 11201be 2AncI rs @ 0.45' Min. O.C./ UCIlp, In1c.12S Alum. (Fig. 4j - WA , WA N/A - WA WA WA WA WA WA WA WA WA WA. WA WA NIA - WA WA- WA N/A WA NIA 71S W I Anchor I F.Cllp(Fig. 4 1951be 195Ica 2251bs 445lbs 1551bs 315lbs 1101bs 435It. 'B22Ica 1-1351bs 140 lbs 177 gn 3701bs 115ibs 185 lbe 160Its 2901bs 187 Ica 332lbs 47311be 1701hs 2211bs �280 as lbs 2Anchors @ 1.16'Min. O.C./ F-Gip (Fig, 8): 240 lbe 350 lbs WA WA 160lbs 6301bs- 185 lbs WA WA WA 190 lbs WA WA WA 37016s NIA WA WA WA NIA 341 Ibs 44213s 560 FIGURE 1: FIGURE 2: TABLE NOTES: 1 ® • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEP 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: o e • - ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURES: ' 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. HOLLOWAND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS 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 3SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. to 0V PRODUCT REVISED as comp)yyingg with the Florida Building'Code NOA-No. 20-0406.08 Expiration Date 05/2612026. By Miami -Dade Product Control \�.L11II I111l tT BO.......... � N ti `� P��..•"• LICENS�� No. 58705 ��,�'•, 6 ATE. F G A. LYi 'Ml1111' P.E. FL P.E.# 58705 TABLE 2A Mullion Capacity Table IbsfR1 ANCHOR CAPACITY . Opening Width (for vertically -spanning mUllons) or Opening Height (for hotizontally-spanning mtdlions) ADJUSTMENT FORMULA: 60In 60 In 701. 8D In 901n 10010 1201n 1401n 160 In ANCHOR CAP.,",,,,, (OP'e)X MULLION Rectangular TreprTdang. Rectangular 7rep7rlang, 'Rectangular TreplTdang. Rectangular Tap?darg. Rectangular TrsplTdang. Rectangular Trap/l'dang. Reclengular T2plTdang. Rectangular' Trap/7dalg. Rectangular TrapRriang. I 2 X.375 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading .Loading Loading Loading Loading Loading Loading Loading Alum. Tube Mullion .q I .a & W .. G r $ - A n ,a ^ i x :F s K K$ r q a r B. a �. a r 'a as B r z r a a �• zr , H �_ a �• =ANCHORCAP.,., G. cia 8 G 3e a9 3 3a ci m Ge B H t4 8 ua 8 Bo 3 t4` 8 tR` B 8� 3 3a t4i` 3 3 3aeee .��- r, o 3g 5 t s� r z HIS FORMULATO OBTAIN THEUSE "ANCHOR CAPACI19 TY s=. da'n �_. E� �¢ �� 'a" f� 3rr 2 �o: X_, err f ire E� d`a �� .`3g �_. �_• s Ems. �rc �_. d`rc REQUIRED" CORRESPONDING 42 In 170.0 626 170.0 435'[712 662 170.0 478 129.7 662 170.0 506 113.5 662 169.5 518 100.8 662 168.8 517 90.8 662 168.9 517 75.7 662 168.9, 517 64.9 682 168.9 517 56.7 662 168.9 517 'TO AN ACTUAL PRESSURE 481n 121.6 5a7 136.0 419 507 119.2 410 889 507 108.7 403 76.0 507 1026 399 67.6 507 99.6 397 60.8 507 99.0 396 50.7 507 99.0 396 43.4 507 99.0 396 38.0 507 99.0 396 REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER 50.6251n 103.7 456 114.6 379 456 99.9 371 74.1 456 90.5 364 64.8 456 84.0 360 67.6 456 81.3 357 51.8 456 80.0 356 43.2 456 80.0 356 37.6 456 800 358 324 456 80.0 356 THAN THE MULLION CAPACITY 541a 85.4 400 93.3 338 400 80.9 32a - 61.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 427 400 623 314 35.6 400 61.8 313 30.5 400 81.8 313 26.7 400 61.8 313 (FROM THE TABLE) OF THE a e01n 62.3 324 see 276 324. 57.5 270 44.6 324 51.2 264 38.9 324 46.9 260 34.6 324 43.0 257 31.1 324 420 255 26.0, -324 40,5 253 22.2 324 4aS 253 19.5 324 40.5 253 SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR cc 631n 53.8 294 57.4 252 294 49.2 246 384 294 43.6 241 33.6 294 39.8 237 29.9 294 37.1 234 26.9 294 35.2 232 22.4 294 33,5 230 19.2 294 33.4 230 18.6 294 33.4 23D CAPAC)TY WHICH MAY BE 661n, 46.8 268 49.6 230 268 42.4. 225 33.4 268 37.5 221 29.2 268. 34.1 218 26.0 268 31.6 215 234 268 29.8 212 19.5 26B 28.0 210 16.7 268 27.7 209 14.8 268 2T.7 209 USED TO QUALIFY ADDITIONAL a 721n 38.0 225 37.9 196 30.0 225 322 191 25.7 225 28.4 188 225 225 25.6 185 20.0 225. 23.5 102 18.0 225 221 180 15.0 225 20.3 177 12.9, 225 19.6 176 11.3 225, 19.8 176 ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 76 in 30.6 202 320 177 25.5 202 27.2 173 21.9 202 23.9 170 19-2 202 21.5 187 /7.0 202 19.7 165 15.3 202 18.4 163 128 202 16.7 160 10.9 202 15.9 158 9.6 202 15.8 158 78 In 28.3 192. 29.6 168. 23.6 192 2S1 165 20.2 192 22..0 162 17.7 192 19.7 159 15.7 192 18.1 1- 14.2 192 16.8 155 11.8 -192 15.2 152 10.1 192 14.4 150 8.9 192 14.2 150 • 90 1n 18.6 144 19.0 128 15.4 144 16.1 126 - 961n 15.2 127 16.6 113 TA.l C 10 • Substrate: - - 2A Concrete 3k Concrete 3.5k Conc. . Hollow CMU Filled CMU PT Wood - Metal Anchor Capacity Ancnrr Type: 3i1e. Elco UBracon 1/4-Elco UOracon V16-DEWall UBracont 1W DeWall Ullrecon+ 5116, Eicok,3116*Eico -UBraconreCOn 114•Etc. Ull2con 3116'DeYlaB Ulfnacon+ 14'DeWall Uliracon+ 1/4'SSEIco AglreGalon 5/16'Elco UJIMall 114•SSEIro Ag9rEQ%0r 010SIee1 ScmY(GS) 012SIeel Scretr(G5) #12 Steel SCM(G5) pbs) - EdgeDistance(In): V 2-1T 1• 2-112' 1• 2-1W 1'2-1/2' 3-1/8'2.112• 1- 2-112' 1• 2-V2' 1' 2 rZ 2• 3-118• 2' b.48' aW 0.324' Embednent(I.): I-N4'- I-Shr 1-3r4' 1314' 1314' 1J/4' 12/4' . '1�14' 2' 1-114' 1-14' 1-1/4' 1.1/4' 1-1/4' 1-14' 1-1/4' 1-114' 1-1/4' 2 1�/B' 1.3ne' lerle5 2 Anchoi®4.76'1,11n.O.C. I Standard orOlfset Clip (Flit. 1): 390Its '390 Ibs 450 lb5 89D Its 3101D5 630 lbs 2201bs 870lbs 1644 Its 28oIbs 3541ts 7401bs 23016s 3701bs 3201Ds 580 Ibs 374 lbs 664 Ibs 9461bs _ 341 lbs 442lbs 50D lb5 4Anchos®1.16'Mla O.C/Standard(orOMd)Cep(Fig 2): 400 is 700Its NIA WA 320lbs 12a1 Itis 3701ts NIA' NIA 3801bS N/A WA N/A 7401ns NIA WA NIA N/A :N/A 682lbs 8851bs. 1120lbs 4AlxtonsQ3'MIn.O.C.I(2)2[SAngleOlp91(Flit3): 78D 0s 7801bs 6801bs 1S60Ibs 620Ibs 12E0Ibs 4401bs 17401D5 18961bs 5601bs NIA 760Ibs 460ifs 74016s 6401LK 11601bs 7401bs 8801bs 18921bs 6821bs 0S51hs 11201bs 2 Anchors C OAV Min O.C-I U-Clip. inlo_12S Alan- (Fig. 4): WAWA N!A WA NIA WA NIA N/A N/A I41A N/A WA NIA WA NIA WA NIA N/A . N/A WA NIA .. 715 lbs 1 A..1 FCllp(Flg. 5): 1951ts 195195 2251W 4451DS 165lbs 3151bs 1101bs 435165 8221bs' 135lbs 1401bs t771b5 370lbs 1151ts 185 lbs 16DIts -290lbs 187lbs 3321ns 473Ibs 170 lbs 221105 280lbs 2 Anchors ® 1,13 Min. O.C./ F-COp (Fig 6): 240 Its 350 ibs N/A WA 1W Ibs 630105 185I04 N/A N/A N/A 190Ibs N/A WA. N/A 37D Ibs N/A WA N!A N/A IN/A 341 IDS 4421bs SW IDs Nu i C: ruff i me urrJC 1 cur, VAC i mc: oA c ANumum rAI I CKN ANU ANUMUK VALUrb AD I r1C J IAINUAKU ULU-. FIGURE 1: FIGURE 2: TABLE NOTES: ' ® ®- 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING., SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ' ' 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. ® ® .. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ' ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE 4: FIGURE 5: " FIGURE 6: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED . YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5AND BE MINIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT ® LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ® ® 0 THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S.'OR 410 S.S. PRODUCT REVISED as complying with the Florida" Building Code NOA-No. 20-0406.08 Expiration Date 05/26/2026 By P Mlami-Dade Product Control • i111111111//! NY LYA/Af No. 58705 ;0 OF ' (V�� S /S/ONAL A. LSytS IUILLER. P.E. FL P.E-# 58705 TABLE 3A achy Table pbslflz) ANCHOR CAPACITY' Openln Idth (for ved Ily-spanning Ions) or Opening Height (for horizontally -spanning millions) ADJUSTMENT FORMULA: 601n 6o in 701n 801 901n 100 in 1201n 140In 160In ANCHOR CAP.,,p,_1 1 x 2.75 xMULLION Rectangular leading Trapl7dang. Leering Rectangular Loading TrdpIrdang. Loading Rectangular (nadrrg Traplhieng- Loa&n9 edan9ular Loadne Tmp/TdanB. Loading -ReclenBular Loading hepRdeng: Loafing Rectangular Loedmg TmprTdsnB. Loading Rectangular Loafing TmpRdeng, Loafing Recangular Lcadme Traplydang, Leading Rectangular Loa4n9 TrapRdeng. Loading. (DP-) X ( / CAP.,,a„„a .375 Alum. Tube Mullion a a� u F'^ oyyo ,�' cR ig a� $xx� 8 ci_ A H as u�`, 2r ,W ci_ a 3�. ci a m ci_ •^ ��• r:1.� t3 �• $ - ci � a e 1i �• ; • a rt_ Frye 4i$ L'c mN s.25 sI a �G 3kkockka d`d �iy sc ;_• _ W c'� g a`� x o'� s �. �c a g^ E'P u �� _= �c •^ o A 3�• g ,. ¢`rc ,. ri � �'� r 'a y $c u� `� n: ;^ a u_ e" �_ _ .. A e �� t•� ¢`a: ;r B: �_ �rs �o °�k 3� t� d`a� r _ �� o z• R 09 ¢`a: r B. �p oY Eo n s H g� rim i'3 a`a: �• B. i$_ 5� ��. A• .., c E c'� �a'od`¢ z: .q u 5� •.. ., .. �E s . =ANCHORCAP._ USE THIS FORMULATO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 42 In 170.0 620 170.0 435. 170.0 744 170.0 478 17d.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 176.0 521 170.0 1240 170.0 521 1 148.7 1301 170.0. 621 127.5 1301 170.0 621 111.6 1301 170.0 621 48 in 170.0 708 170.0 624 170.0 650 170.0 584 '170.0 992 170.0 630 17010 1133 170A 661 151,8 1139 170.0 677 136.6 1139 170.0 680 1 113.9 1139 170.0 680 97.6 1139 170.0 680. 85.4 1139 Iro.0 600 OPENING, WHEN IT IS LOWER 50.625In 170.0 747 170.0 563 170.0 896 170.0 631 167.8 1032 170.0 684 146.0 1032 170.0 723 130.5 '1032, 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 83.9 1032 170.0 756 73.4 1032 170.0 756 THAN THE MULUON CAPACITY 641n' 170.0 797 170.0 612 16l.3 907 170.0 691 138.2 907 164.7 730 120.0 907 1525 720. 107.5 901 145.0 714 96.8 907, 14l.1 710 80.6 907. 140.0 709 69.1 907 t40.0 709 60.5 907 140.0 706 (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL 6 441.1 735 161.6 625 117.6 735 130.3 611 1088 735 116.0 599 88. 106.2 590 78.4 735 99.6 683 70.5 735 95.1 578 58.8 735 91.8 574 50A 735 91.8 574 44.1 '735 91.8 574 YIELD A MINIMUM ANCHOR 631n 1 .9 666 130.0 670 101.8 666 111.5 557 87.0 666 98.9 7 7I_ 868 0.1 538 67.7 666 83.9 631 60.g 668 79.8 526 50.8 .668 75.8 621 43.5 668 75.8 521 38:1 668 75.6 521 CAPACITY WHICH MAYBE 108.0 807 112.4 522 88.3 607 96.1 511 75.7 607 85.0 77.1 493- 58.9 607 71.5 488 53.0 807 87.6 181 44.2 607 83:4 37.9 607 627 4T4 33.1 607 62.7 q74 USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ,j 721. 81.6 510 85.8 443L28.7 510 73.0 434 58.3 10 64.3 428 51.0 510 57.9 419 45.4 510 53.3 413 40.8 510 50.0 408 34.0 510 45.9 29.2 510 44.4 399' 25.5 510 44.3 399 ANCHOR CAPACITY TABLE. ]file 69.4 458 72.5 400 458 81.7 392 49.8 458 $4.1 385 43.4 458 48.8 378 38.6 458 44.6 373 34.7 458 41.6 368 28.9 458 37.7 24.8 458 36.0 359 21.7 458 ' 35.7 358 781n 64.2 435 67.0 381 435 56.8 373 45.9 435 49.8 366 40.1 435 44.7 360 35.7 435 40.9� 385 321 435 38.1 351 26.8 '435 34:4 d 22.9 435 32.6 341 20.1 435 32.2 340 90Ie 41.8 327 43.1 290 327 38.4 285 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 14.9 327 19.3 266 287 35.4 257 287 29.9 262 24.6 287 26.0 248 21.5 287 23.1 244 19.1 267 20.9 240 17.2 287 19.3 237 14.4 2g7 16.9 108 In 2d.2 227 24.7 205 227 20.8 201 17.3 227 18.0 198 15.) 7 16.0 195 ' 1111n 22.3 215 227 194 18.8 215 19.1 191 15.9 215 16.6 888 120 In 1I.B I. 17.9 167 TABLE 3B Substrate: - - 27k Concrete - 3k Concrete 3.5k Caw. Hollow CMU Filled CMU Pi Wood Metal Anchor ._Capacity awhpriypa. 31le El.. Ultmcon 1/4' Elco Ullracm 3/16` DeWait Ultmcon+ 114' De Wall Ullmcom 511E El.. Ullmcon 3/16' Elce Unracon 114' Elea Ultracon 3I18' DeWalt Ulirecons IM' DeWall Ullmconi 1/4' SS Elco AggreGator 5116' Elco Ulaacon 114' SS Elco AggreGalor #10 Steel' S-(G5) 912 Steel Screw(G5) 012 Steel Screw(G5) (lbs) Edge Distance On): I' 2-112' 1. 2-1/T 1' 2-i/T 1' 2-1l2' 3.1)W 1' 2-1l2 1' 2-1/2-1. 2-lir 1' 2.142" 2' '3-118' Y' 0.48' 0.54- 0.324' ' Embedment Vey.1-3/4' 1.3/4' 1_4' 1_3W 1-3/4' 1.314' 1-314' 1-314' Y 1-1l4' 1-1/4^ 1-1l4' i-1l4' 1-114' 1-1l4' 1-1/4' 1-1/4- 1-1/4' 1-174' 2' 1-3r0' 1-N8' wades 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 390 lbs 390 lbs 450 lbs 630 lbs 22016s 8701bs 1644lbs 270 lbs 280 Ibs 3541bs 7401bs 230 lb5 370 lbs 320 lbs 580 lbs 374 Its 664 341 lb. 4421bs 560 lbs 4 Anchors @ 1.15' Min O.C. / Standard (cr,OBsei) Clip (Fig. 2} 480 lbs 7001bs • WA 1260 lbs 370lbs WA WA WA 3801bs WA WA NIA 740 Ibs WA N/A WA W6821bs 885lbs _ 1120 lb '4AncMm@3'MIn O.C.!(2)2a5An�e Clip. !(Flg. 3): 780lbs 780 lbs' 680 lbs .12fi01bs 4401bs 17401bs 189816s 6401be -560 lbs - WA 760 lbs 4601hs 740 lbs 640lbs 1160lbs 748 lbs 880 V 682@s 885lbs 1120lbs 2 Archers @ 0.45' Min. O.C.I U-Clip, Into .17e Alum (Flg: 4) WA WA N/A M445[bsI551ba IWA N/A WA WA WA WA WA WA NIA N/A WA WA WA W WA NIA 715 lbs1 Arlclarl F-CIIP (Flg- 5k 1951bs iB51bs 2251bs 315I65 1101bs 4351bs 82216s 135Ihs 14016s 17716s 3701hs 115Ibs 18516s 1601bs 2901bs 78TID9 332 17015s 221 lbs - 280Ibs 2Anclws @ 1.15' Min. O.CJ F-Ckp (FIB. 6} 2401bs 35016s WA 630 Ibs 1B51bs WA WA WA - 190 Ibs WA WA NIA . 3701bs WA WA WA WA NIA 341 Ibs 4421hs S601bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (:::)OIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: -FIGURE 2: FIGURE 3: • o • • - ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURE 5: FIGURE 6: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW ANO 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 .126' 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. W Z PRODUCT REVISED - as complying with the Florida Building Code NUA-No. 20-0406.08 Expiration Date 05/26/2026 By 0-5- Miami-Dade Product Control - \\11111II/,, .��pNV..rn...k� , NO. 58705 TE OF . •��` �s •'•F�ORIDP„••• \�� A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 4A Mullion Capacity Table Ibs/@Z ANCHOR CAPACITY Opening Width (for verlicallptipervdrg mtdlions) or Opening Height (foirhof ontal"panning tnWlions) ADJUSTMENT FORMULA: ' ANCHOR CAP.,,o,,,,a„ 501n 60 in - 70 in 80In 90In '1001n 12o In 1401. 1601n Rectangular TraplTdang- Rectanguar TreprTdang.[72 tangular TrepRdang. RectengWer TrepRdang. Rectangutar TrepRdeng. Rectanguar Tr4pRdeng. RectangWar Trap7ldeng. Rectangular TrepRdanB. Rectangular TrapRnang. (DP;)X( ) MULLION 1 x 2.75 x Loadn g Loadm g Loading 9 Loadnoadn 8g Loadng Loading Loadn e Loading 9 Loading Loadpg Loadin 8 Loadn 9 Laadm 8 Loadn g Loading 8 Loafing Loadn e .660 Alum. as CAP.Mullionmv_2aN$USE Tuba .Z s .s.-.;=ANCHOR t t t a t'�3`as_ tt �- .2 to r�,.� '.aR P = t3t'g THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY ¢g``�o a a dz �� d`rr ��. �� s� d`rc �o .2& .o �¢ �_.�o d`rc sue. �z REQUIRED"CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE, 42 in 170.0 SM 170.0 435 170.0 744 170.0 4780 068 170.0 See 170.0 992 170.0 Sig 170.0 1116 170.0 521 17D.0 1240 170.0 521 170.0 1488 1T0.0 521 158.7 1620 17D.0 521 138.8 1620 170.0' 521 46in 17a:6 708 '170.0 524 170.0 850 170.0 5840 992 170.0 630 170.0 1133 17D.0 661 170.0 1275 170,0 6T7 170.0 1417 170.0 66D 141.7 1417 170.0 66d 121.5 1417 170.0 680 108.3 1417 170.0 '080 OPENING, WHEN IT IS LOWER 50.625 In 170.D 747 170.0 563 170.0 896 170.0 631.0 1048 170.0 684 170.0 1195 170.0 723 162.6 1286 170. 747 148.3 1286 17a.0 756 121.9 1285 170.0 758 104.5 1286 170.0 756 91.4 1286 170.0 758--THAN THE MULLION OAPACITY (FROM THE TABLE) OF THE 54 in 170.0 797 170,0 812 1)D.0 956 170.0 881.0 1118 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.E 1130 170.0 858 100.5 113D 170.0 861 88.1 110D 170.0 061 75.3 113D 170.0 861 SELECTED MULLION. IT WILL 66 In 170.6 885 170.0 701 146.5 915 1623 761.5 915 144.5 748 109.9 915 132.3 735 97.6 915 123.9 726 87.9 915 118.5 720 73.2 915 114.4 715 82.8 915 114A 715 54.0 915 1f4A 715 YIELDAMINIMUM ANCHOCAPACITY WHICH MAY BE 83 to 151.8 830 181.9 710 128.5 830 138.9 694.5 830 123.2 681 94.9 830 1122 670 84.4 630 104.E 682 75.9- 83D 98.4 fi5ti 63.3 830 04.5 849 54.2 830 94.1 849 47.4 830 04.1 849 USED TO QUALIFY ADDITIONAL m '661n 132.1 757 140.0 650 110.0 757 118.8 638.3 757 105.9 624 82.5 757 96.1 614 73.4 757 69.1 SOS 66.0 757 84.2 600 65.0 757 79.0 593 47.2 757 78.2 591. 41.3 757 78.2 561 ANCHOR OPTIONS FROM THE 721n. 101.7 638 106.8 552 114.8 636 91.0 540 g36 80.1 530 63.6 635 72.2 521 56.5. 836 66.5 514 60.9 638 623 508 424 636 57.2 500 36.3 638 65.3 497 31.8 638 55.2 497ANCHOR CAPACITY TABLE. 76 in 88.5 571 00.4 498 721 571 70.8 488 571 67A 479 54.1 571 60.6 471 48.0 571 55.5 464 43.2 571 � 51.8 459 36.0 671 47.0 451 30.9 571 44.8 447 27.0 571 44.5 448 g 781n 80.0 � 542 83.4 474. 66.7 542 70.8 465 57.1 542. 82.1 458 60.0 542 55.7 449 44.4 542 51.0. 442 40:0 542 47.5 437 33.3 542 42.9 429 28.8 542 40.8 425 25.0 542 40:1 423 90 In 571 407 53.7 361 43.4 407 45.4 355 372 407 39.6 349. 32.5 407 35.3 343. 28.9 407 321 338 26.0 407 29.6 334 21.7 467 26.1 327 18.6 407 24A 322 16.3 407 23.0 319 ' 95 In 429 358 44.1 320 35.8 358 37,2 3,4 30.7 358 32.4 309 26.8 358 28.8 304 23.8 358 28.1 300, 21.5 35B 24.0 296 17,9 358 21.0 289 15.3 1 1081n 30.1 283 30.8 255 25,1 283 25. 2251 21.5 283 22.5 247 18.8 283 19.9 244 - 16.7 283 18.0 240 15.1 283 16.5 237 All In 27.8 267 28.3 242 23.1 267 23.8 238 .19.8 287 20.6 235 17.3 287 18.3 231 15A 267 16.5 228 111*2. 12011 22.0 229 22.3 2D9 18.5 229 18.it 205 15.T 229 16.2 202 TAR! G AR - Substrate: 2.7k Concrete 3k Concrete 3.5k Con.. ' Hallow CMU - Filled CMU PT Wood Melel Anchor Capacity N�clwrT 7�' . 3/16' Elco' UlDacon 1W Elco Ulbacon XW De Wall Ultmcont IM OeWalt Ultmcdne 5/1C Elco Ultmson 3116' Elco Ulltacon 1W Elco U82con 3116, DeWal[ Uitrawn+ 1/4" De Wall Ultas.nr 1/4" SS Elco -AggreGal.r 5/16° Elco - lllbacon IM SS Elsa AggreGelor 4110 Steel Screw.(G5) 012 Steel Screw(G5) ,#12 Steel Screw(G5) ([be) Edge Distance Qnr. 1° 2-12', V 2-1r1 1' 2-1/7 1' 2.1/T 3-11V 1 1' 2-1/Y 1' 2-1/7 1' .2.1/2' 1' 2-11T T 3-118' - 7 0.48" 0.54' 0.324" Embedment Or): 1.3/44 104' 1-3/4' 1-W4' 1-314. 1.3/4'- 1.3r4' 1-W4" 2' 1-1/4' 1.114' 1-1/4' 1.1/4' 1-1W 1-1/4° 7-1/4' 1.1l4' 1-1/4' - 1.1/4- 2' 'I-Na, 1.3/8' wiles 2 An.hors@4.75'Min: O.C. 1 Standard or Offset Clip (Fig. 1): 390lbs 390 lbs 4501bs 310lbs 630 lbs 220lbs 870 Ins 1644Ins 270lbs 280 lbs 354 lbs 740 ins 2301hs 3701bs 320 lbs 580 lbs 374 lbs 664 lbs 9461bs '341 lb. . 4421bs 5601bs -4Anchors @1.15'Min. O.C. I Standard (or Offset) Clip (Fig. 2): 480lbs 700 lbs WA 320 lbs 12601bs -370lbs WA N/A N/A 380 lbs WA WA WA 740 lbs WA WA WA NfA WA S821bs g851b 11201bs 4 Ansh- @ 3' Min. O.C.1(2) N5 Angle Clips I (Fig. 3): 780 Its 780 lbs 680 lbs P4451bs 620lbs 1260lbs 4401bs 1740lbs 1896lbs 540 lbs 560 IN WA 760lbs 4601hs 740 lb. 640 Ibs 11601bs 748lbs 880 Ins 1892lbs 682lbs I _ 1129 ibs 2Anchors @ 0.451 Min. O.C. I UCllp, into r125' Alum. (Fig. 4): WA WA WA WA WA N/A WA WA WA WA WA WA NIA NIA WA WA WA WA WA WA A 715 lbs ' 1Awhor/FCllp(Fig-6): 195lbs 195lbs 2251bs 1551bs 3161bs llglbs -435'Ibs 822lbs 1351bs 4401bs 1771bs 3101bs 116Ibs 1851bs 1601bs 2901bs I -I- -.It- 4731bs 110 lbs .1 lbs 28016s2Anchors @ 1.15Min O.C./ F-Clip (Fig. % 240Ise 350lbs WA 160lbs 630lb. 185 lbs WA WA WA 1901hs WA WA WA 370Ibs WA WA WA WA WA 341 Ih. 4421bs - 5601hs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES.AS THL S IANUARU CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date 05/26/2026 By Miami -Dade Product Control FIGURE 1:. ® FIGURE 3: FIGURE 2: ® O - 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. -1 1.000" I 1�- IT I 2.750" . , 1111111111./r! {' :� ��O• t•1'Ef4SF n��Cl . 0 ® • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. - ai Q`z FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. _ No. 58705 -,4c si- ' 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 •� = _ •c, %Z 0 . 141 FIGURE 4: .FIGURE 5;. FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .12&' AT OF •'•, 0 THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND STEEL, 18-8 S.S. OR 410 S.S. 1"X2.75'X.650°MULLION 'n a ��CCS'•.4ORID?.••'G\?. ��/S'ONAL THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE 1e' A. LYNER. P.E. FL P.E.# 58705 ..... ............. ............ _.... — — — .... T T •n m C, W 0®® ®� T In m In ® m m z CD D A W = m O T T y w O Z C A O m m O v • r N m m Co c m O C n Z A = C O M • . N N �r • Z D Z O • n• S 71 D c N N -I OT` On CO ANC Z co frail RI (/1 AN'OmA N.�Z p �m ZO D D Z D=�cmin ontZ m N� ) X Nov, �Oo T b o oxc�xO c�3 O p0 wZ(1) Z G)M S 'x� v #O-1-UZ0 'OqM Or' Oz Dmmmf�-i .N.{-IZ Z m� cziDD*Cm ViZ. m'= m $c AD2_D y Turm.•(D ZO 3Z� Z Z=CGj rO O,O Z Dcn O _x r ONOOTZZOD C rDC r2_OOTp mOp r CO OZ o0m"p3 xzZ Z Zo ogW�io moo 3=. 'mlZ3ocDi pap - q m�OIP C-N{i; DZC1 Z ,rOi,m -1 D <n CO O,W O O r O cc frr1F=rD-�O Nr TO O O ix ca 0�t rapp m y �nomoo°�8 m V A rG)v�i 09 O T o t�ImZE-O mZ � A yy CO N N. -I 0.'D O S V1 W T N ;CO: aOmOaN �NZ O Cp Om 2 z zm {��m� yN Z �Am7�3rfp10 .tmnriml m o D rm' O D.� ce -I r !n m P N rn O I p r N D zD W P O� j19 T �� . 3x o C in o ZC 1 yDCO{MT{OS-q al -iC p o Z Z rd D-m xbvmomSw vo o ==ODpnmnO ZZCZcmmj $ C z AAO�Yr�rl3=_GZ)mmm�in. � afz1.. • D•OvCzOm3�mc�00 C Z 'is $ { O n •A DOC-CrC-�-rC-m�rD-O�� n � = Z Na .. OZ =�rnrzTv�y,cr- D O O -1 D. zo>ZZ0995�.C* = .D a °zn. DOO'<O�TDr�V°O�O O `\\O1dIlll�lyf 9$ao0 Sn�m�Fmmm Z D a Ev i x_ '• O _ a o aye p m 2 .•O e :.� 9 m om �• Impact Rest lard > r = m N .f IMPACT -RESISTANT ALUMINUM TUBE MULLIONS tvindaws6 R'oors m Z:! _ ,.°p, p O nl oesciptun: teremmemr- O tq : c ' e S C CGI Wnddws and Doors, Ina �rir i°y T o 2 rZ ; C ' ; `Ono 1 X 3.125 X .5 MULL SPECS am°wnamswx o G " : a a_ tv O m rn Series: Scale: Drevring No. Sheet•. M.In N .? '•. �@ \ e ?� *m NIA N/A 6300JR 9 m 2 Taaossnasco m C '�'� N 0 0� Drswn By. 'Date: CheUxd By: Date: Rer. P(tEP:6Y:ALYMiMaIEiL P£ N co o J ROSOWSKI 08/29/11 D °N'va`°aP yy 111 t��\` M y Rev. By. Data: Re.Wen: ts�oa^°'tsro J ROSOWSKI 06126/20 ADDED NEW ANCHOR TYPE. REGISfRAnON#2B2as w a o� ' � � v y � y � • o � P o y ��p•Na� D 2 3ffm4 y T 3 T T T gg>m•r�.0 �3 8 ao `�i�oi"8 �� o (+ 25 N_� �.8 •B �y m � �.N D� D� D� • S a o am_ ^ D $ $ ao U g g om s' - D �D CC° o nJ $ ao yo��Dr�> � 7' S o 1 � $ � D S A $ $ a a m E o�ao o � 9�ow D$ D� a• • C y ao $ � a H D a D$ D Q D S ^ m c� g > o Ln n—w$a&n$`q� �m g c N o . _ ry w >n &�eg�4� a crRm Mull Length rr�u m .D - _ _ m a e o 0 o e o Mallon Capacity n' is is u o c o Qbslfl2) '- = AnchwCapaciry _ Required Qbs) Mullen Capacity QbslR2) 6 rn m Anchor Capacity RequiredQhn) � m � � g � MuNon Capacity IJ V IJ N N m O o 0 o QbslR2) e � N � � � � •$ � Mchor. Capacity Qbs) � E m m MUOionCapaclH � � v � o w a o o QbsfR2) 6� m Anchor Capacity Requhed Qhs) U MullionCapacity A Qbslft2) S 'Y `%' Anchor Capacity � '• $ Required Qbs) � y Mullion Capacity -� O QbslR2) m Q m m Anchor Capacity m S .Requhed Qbs) r$. Mullion capacitF. y m rs w io •' w iu (u. m c c �bslR2) a � ,.., Anchor Capaci � TABLEBA Mullion Capacity Table (lbsW) - ANCHOR CAPACITY 1 tL4 X.125 • Opening Width (for vertcally-spenNng mullions) or Opening Height (for horizordally-spenrirlg mullions) ADJUSTMENT FORMULA: CAP.,,o,,,u (DPno)X ( ) MULLION CAP.1,o,.,„, 501n 6o In 701n 80 in 901n 100 in 120 in 1401n 1601n Rectangular Lowing IANCHOR TraplThang, Loafing Rectangular Loafing TrapMang. Laadng Rectangular Loafing TwIrriang. Loadn9 Rectangular Loafing TmplTdeng. Loafing Rectangular Loading Trap/Tdang. 'Lancing Rectangular Loadng TmplTdang. Loading Rectangular Loading Trap/rdang. Wading Rectangular Loafing TrapRdang. Loafing Rectangular Loading Tmprl'dang. Loading Alum. Tube Mullion y.. F .. . „ ,. �£_ �. a� 'a �€ .z A ^, s. g �- fire ?. A gp ��. 'a�• g r. �' drrc ?' A s w gam. .;u � & t az" �° f�. � � a Q ¢`'¢ x- n '-�'� E€ .. N t dz o y - �� is r. ., - a`re E B �� . 3 i �rc € f�, � �_'N $ ¢=rc W ti� _ E_. a`.2 b = _ 2@. F is s d`a: a ., o �€. F 6$ r. 3 3 t d`rc �d o _ € .�-. s t " H a`rc F o `� e �o 15 k I j rd E- . a 0 = _ ��. .. b e a 3 �- ¢`� =£ �2. p ,' k •E ¢`rc =ANCHOR CAP,,", . USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING . TO AN ACTUAL PRESSURE FOR THE 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 145.0 1489 170.0 521 127.6 1489. 170.6 521 48ln 170.0 708 170.0 sea 170.0 eso_ 170.0.o 564 170.0.0 asz 170.06 630 170.6 1133 170.0 661 170.0 1275 170.0.6 sit 15e.3 1303 170.0 sao 130.3 1303 170.0 seo 1117 1303 17a.0 680 97.7 1303 170.0REQUIREMENT seo OPENING, WHEN IT IS, LOWER 50.625In -170.0 747 170.0 563 170.0 896 170.0 631 170.0' 1046 170.0' 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 1DOA 1235 170.0 766 87.8 1235 170.0 756 THAN THE MULLION CAPACITY 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 803 1372 1158 170.0 837 123.5 1158 170.0 856 102.9 1158 .170.0 861 68.2 1150 170.0 861 - 772 1158 170.0 • 861 .(FROMTHE TABLE)OF THE SELECTED MULLION. ]TWILL 60 in 170.0 865 170.0 701 166.7 1042 170.0 797 142.9 iO42 161,1 832 125.1 1042 146.7 615 111.2 1042 136.8 801 100.0 1042 130.2 791 83A 1042 125.1 782 71.5 1042 125.1 782 62.5 ID42 125.1 782 YIELD A MINIMUM ANCHOR 631n 170.0 930 170,0 745 151.2 992 - 163.6 818 129.6 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 '768 90.7 992 114.8 758 75.6 992 108.4 745 64.8 992 108.0 744 56.7 992 108.0 744 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL 661n 165.4 947 170.0 789 137.8 947 148.0 786 118.1 947 130.3 768 103.4 947 117.7 752 91.9 947 108.7 738 82.7 947 1022 727 68.9 847 95,1 713 59.1 847 84.0 711 51.7 947 94.0 711 ANCHOR OPTIONS FROM THE a721n 135.9 849 1427 737 113.2 849 121.6 722 - 97.0 849 106.9 708 84.9 849 BSA 696 75.5 849 88.7 686 67.9 849 82.7 675 56.6 849 75.3 659 48.5 849 725 652. 425 849 72A 651 � � ANCHOR CAPACITYTABLE. 76 in 115.5 762 12.0.7 665 96.3 762 102.6 652 825 762 90.0 640 72.2 762 80.9 629 64.2 762 742 620 67.8 762 69.2 . 613 48.1 762 62.8 602 41.3 762 59.9 597 36.1 762 59.4 695 g 781n 106.9 724 111.4 834 89.0 724 94,8 621 .76.3 724 82.9 609 68.8 724 74.4 599 59.4 724 68.1 591 53.4 724 83.4 583 44.5 724 57.3 573 38.2 724 � 54.3 567 33.4 724 53.5 665 901n 69.6 543 71.8 483 58.0 543 60.7 474 49.7 543 62.9 466 43.5 543 47.1 458F 643 42.8 452 34.8 543 39.5 446 29.0 543 34.9 436 24.8 543 321 430 21.7 643 30.7- 426 961n 57,3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 478 38.5 406 478 34.8 400 28.7 478 Me 395 23.9 478 28.1 386 20.5 478 25.6 360 17.9 478 242 376 - 1081n 40.3 377 41.1 341 33.5 377 34.6 335 28.8 377 30.0 330 25.2 377 26.6 325 377 24.0 321 20.1 3T7 230 317 16.8 377 - 19.0 3W 14.4 377 17.1 304 itt In 37.1 357 37.8 323 30.9 357 31.8 318 26.5 357 27.6 313 23.2 357 24.4 309 357 22.0 305 18.5 357. 20.1 3D1 15.4 357 17.4 294 120 in 293 306 20.8 279' 24.5 306 25.1 274 21.0 306 21.7 270 183 306 19.2 267 306 17.3 263 - 144 N 1 17.0 212 17.2 196 TABLE 6B Subslmte: 27k Concrete 3k Concrete - Halt- CMU Filled CMU PT Wood Metal Anchor Capacity(Ibs) 7Pe: 3/16• Elco Ullmcon 1I4' Elco Ullmcon 3/16'DeWatl Ullmcon+ 1/4' DeWait Ultremn+ 3118' Elco' Ullmcon 1/4' Elco Ullmcon 3116' DeWall Ultmcon+ 1/4' DeWal1 Ullmcon+ 114" SS Elco AggreGator 5/16' Elco Ultracon 1/4' SS E1co AggreGalor #10 Steel Screw(G5) #12 Steel Screw(G5) #12 SleelAnchor7 Screw(G5) Edge Distance 0n): 1° 2-1/2' 1'2-112' 1'' z-vz• rZ-1/r 1^z-ur r z-1rr rz-1rY r z-1rr r &1/8' r 0.48' 054' 0.324'Embedment (nk 1.3/4' 13/4' 13/4' 1314' 1-Y4' 1314' 1-W 1-314'1-1/4' P3.5kC... 1.1/4' 1.1/4' 1.1/4- 1-1/4- 1-t14' 1-114" 1-1/4' IAA 1.1/4' 2' I -TV 13l8• vades 2 Archom @ 4.75Min. O.C. / Standard or OI(sel C8p (Fig. 1&2): 390 lbs 390 lbs 450 Ibs 890 Ibs 310lbs 630 lbe 220lbs 870 lbs 270lbs 2801es 3541bs 7401bs 230 Ibs 3701tu 320 lbs 5801bs 374lbs 664 Ibs 9461bs 341 Its 442lbs 560 [be 4 Anchors @ 2.25' Min. O.C. / Standard (or Offset) C8p (Flg. 3): 7001ts 700 Ins 680 Ilss 1410 Ins 6201bs 12601ts 4201ts 1720 lbs WA 5601ts WA 630lbe 390lbs 740 Its 510 lbs 10601bs WA 880 Ibs NIA -6821ts 6851bs 1120 the 8 Anchom @ 1.16' Min. O.C. / Standard (or Offset) Clip (Fig. 4): 960 Ibs 1400Its WA WA 640lbs 26201bs 7401bs WA WA 76016s WA , WA WA 1480lbs N/A WA WA WA NIA - 1363 lbe 17701bs 2240 Jos 4 Ancham @ 3` Min. O.C. / (2) 2x5 Angle Clips / (FIg. 5): 780Its 780lbs 680 Ibs 1560 lbs 6201bs 1260lbs 440lbe 17401os 540 IW 560 lbs - WA 760 lbs 460 lbs- 740 Ibs 6401bs 1160lb5 74B Ibs BE ios - 18921bs 6821bs 8851bs 112016s' 6 Anchom @ 3• Min. O.C. / (2) 2x5Angie Cgps / (Fig. 6): 117o Its 11701bs 1020lbs 2340 lbe 9301bs 1890lba 6601bs 26101bs 2844IW 810 lbs 840 IW WA 11401bs 6901bs 11101bs 960 lbs 17401bs 11221bs 13201bs 2138 lbs 1022lbs 13271bs 16801bs 4 Anchors @ 0.45' Min- O.C. f U4:0p, into .125' Alum (Fig. 7): WA WA WA WA WA WA WA WA WA WA WA WA WA N/A WA NIA NIA WA WA NIA WA WA 14301bs 2Aochom @ 225• Mia O.C/ F-Clip (Fig. B) 3501W 1 350 Ibs 1 290 Ibs I 7051bs 310lbs 630lbs 210 lbs 860 lbs 476 Ibs WA 280 Ibs WA 3151ts' 195lbs 370.lbs 2551bs 5301bs WA' 440 Ins WA 341 Ibs 442 lbs 6601bs 4Anchore @ 1.15' Min. OZ./ F-Oip (Fig. 9): 48016s 700 lbs WA WA 320lbs 1260 Ibs 370 Itc WA WA WA 3801bs WA WA - WA 740 ms WA' I WA WA WA WA 682lbs 885lbs ' 1120 0u 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: FIGURES: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-3 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. ,125" 1"X4"X.125 MULLION PRODUCT. REVISED as complying with the Florida Building Code NOA-No. . 20-0406.08 Expiration Date 05/26/2026 By Miami -Dade Product Control . �ttll llltr/' LYNIv \ .......... •.LICENSF'•.�(�i, NNoo.58705 k o •'•,"tOR10I;.••' '.',7,S,IONAL E� �. A. LYIS�WILLW P.E. FL P.E.# 58705 TABLE 7A Mullion Capacity Table (lbsIR2) ANCHOR CAPACITY' ADJUSTMENT FORMULA:. Opening Width (for vertically -spanning mullions) or Opening Height (far horizontally -spanning mullions) 1 % 4 %.375. Alum.Tube 50In 60 in 701. - 80In so In Tool. 120 in 140 in 160 in ANCHOR CAP.,,",,,.,, (DP n) X ( ) MULLION CAP.,,a,_ Rectangulb Loading TraprTdang. Loading Rectangular Loading Trapririang. Loading Rectangular Leading Trap/rdang. Loading Rectangular ,Lowing TraplTdang, Loading Rectangular Leading Tmp/Tdang. Loading L -Redangular Loading TmplTdang. Loadng Rectangular Lding oa Trap?dan9• Loading Redengdar Loading 7rap/Triang. Loaning Rectangular Loading TrapRriang. Lnadrg g„r Mullion R aos�gc 1 .5 °z r$�' ¢K ==r g ru^ a�8 t` mN �98,a g � 8 &� 8 9 ¢K a ofI � :41 I Z- <Q3 o c zA a i_ 3, a o - a m R^ 8 z�s N� LE ¢a .a1 2 r ¢ac =ANCHORCAP.„ .. - USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY! REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE 42 in 170.0 620 170.0 435 170.0 _ 744 170.0 476 170.0 868 170.0 506 170.0 092 1 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 1 170.0 521 170.0 1983 170.0 521 49 n no.o 706 nD.o sza no.o eso nD.D Sea vo.o 992 tta.o 630 170.0 n33 no.o 661 nD.o 1275 no.o 677 no.o loll no.a sec vo.o voD nD.o beg ne.o lsas no.o 6e6 151,e zoza no.o sso REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER 50.625 In 170.6 747 170.0 563 170.0 896 170,0 631 170.0 10,46 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 156.0 1919 170.0 756 138.5 1919 170.0 756 THAN THE MULLION CAPACITY 54In 170.0 797 170.0 612, M.0 956, 170.0 691 170.0 tits 170.0 754 170.0 1275 170.0 803 W0.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 170.0 861 137.1 1799 170.0 861 120.0 1799 170.o 861 ULLE)OFTHE SELECTED MULLION. R WILL SELECTED 601n 170.0 885 170.0 701 170.0. 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 tio.0 1594 170.0 096 155.5 1619 170.0 1033 129.6 -1619 170.0 1063 111.0 1619 170.0 1063 97.2 1619 170.0 1063 YIELD A MINIMUM ANCHOR 63 In 170.0 930 170:0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170,0 1468 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 86.1 1542 167.9 1157 CAPACITY WHICH MAY BE 661n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 -160.6 1472 170.0 1086 142.8 1472 166.8 114fl 128.5 1472 158.8 1130 107.1 1472 147.8 1108 91.8 1472 148.0 1412 146,11 1114 USED TO QUALIFY ADDITIONAL - ANCHOR OPTIONS FROM THE rn 0 72 In 170.0 1063 170.0 678 170.0 1275 170.0 1009 150.8 1320 166.2 1101 132-0 1320 149.9 1082 117.3 1320 137.8 1066 105.6 1320 128.6 1049 88.0 1320 117-0 1024 75.4 1320 112.6 0 1320 112.5 1012 ANCHOR CAPACITY TABLE. J 761n 170.0 1122 170,0 937 149.fi 1184 159,4 1013 128.2 1194- 139.9 994 1122 1184. 125.7 978 99.7 1184 115.3 964 89.8 1184 107.5 952 74.6 1184 97.5 935 64.1 1784 93.1 1 1184 923 9252 781n - 166.1 1124 170.0 967 138.4 1124 147.0 965 118.6 1124 128.8 947 103.6 1124 115.E 931 923 1124 105.8 are 83.0 1124 98.5 906 69.2 1124 89.0 890 59.3 1124 84.3 9 1124 83.2 878901n 108.1 844 111.5 750 90.1 844 94.3 738 77.2 844 82.1 724 67.6 844 73.3 712 60.1 644 66.5 702 54.0 B44 61.4 693 45.0 844 64.2 678 38.6 844 60.0 8 844 47.7 66296 in 89.1 742 91.5 663 74.2 742 77,2 652 63.6 742 67.2 641 55.7 742 59.8 631 49.5 742 54.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.8 742 39.8 8 W14123 742 37.6 584•109 In 62.6 586 63.9 530 52.1 586 63.8 521 44.7 586 46.6 513 39-1 586 ' 41.4 505 34.8 586 37.3 498 31.3 586 34.2 492 26.1 666 29.6 481 22.3 586 26.6 6 586 24.T 468n 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 28.8 555 31.3 467 24.0 555 27.1 457 20.6 $55 2.4.3 .0 555 22.4 4421201. 456 475 48.4 433 38.0 475- 39.0 426 328 475 33,7 421 28.5 475 29.8 414 25.3 475 26.8 409 22.3 475 24.5 4. Is,0 475 21.1 395 16.3 475 18.7 3 475 1T.2 381 1441n 26.4 330 T6.7 305 22.0 330 224 301 18.9 33D 19.3 297 16.5 33D 17.0 293 - TARLE 7R Substrale: 2.7k Concrete - - 31, Concmle 3.5k Cone. - Hoe- CMU Filled CMU PT WOW Me1a1 Anchor Capacity - Anchor Type: - 3116' Etc. UOracon 114' Elco Ullmcon 3116" DeWell Ultracort. 1/4' DeWalt Ultmcon. &16" Elco Ultracon 3116 El- . Ulm= 1/4' Elco Ulnecon 3116" De Wait Ultrawn. IM DeWall - Ullrecon. 114' SS Eico A reGalor ee 5/76' Elco Ullracon 1/4-SS Elco A Galar 99re #10 Steel Screw G (5) #12Steel Screw GS ( ) 912 Steel Screw G5 ( ) (lbs) Edge Distance Tiny. 1" . 2-1W 1' 2-10 1' 2-1/2- 1" 2-112" 3-18" 1' 2-11Z 1' 2-112, 1" .2-11Y I 1' 2-11T Y 3.118' Y 0.48" 0.64' 0.324- Embedment (In): 1-314' 1-3/4' 1-314" 1-314' 1-3/4' 1-W 1-&4' 1-3/4' 2" 1-114' 1.114" 1-1w 1-1/4' 1-1/4" 1.1/4' 1-1/4' 1.1/4' 1-1/4' 1-11. Y _ 1.318" 1-31W voiles 2Anchors @ 4.75' Min. O.C.1 Standard ar Offset Clip (Fig. 1&2): 39D lbs 3901bs 450lbs 890 lbs 310lbs , 6301bs 220 lbs 87D IW 16441bs 270lb. 280 lbs 3541W T4016sR'195l.bs 370 lbs 32D 11 580 Ihs 374 lbs 6641bs 9461bs 341 Ibs 4421bs 560 Ibs 4 Anchors @ 2.26' Min. O.C. / Standard (or Onset) pip (Fig. 3): 7001tn 700lbs 51l 1410 U 620lbs 1260 lbs 420 Ibs 1720 lbs 9,92lbs WA 560 lbs WA 630Ibs 7401bs 510 Ibs 106011 NIA aeo n. WA 6821bs 885 lb. 11201bs' 8 Anchors @ 1.15" Min. O.C. / Standard (or Met) Cllp(Fig. 4). 960lbs 1400 lb. WA - WA 640lbs 2520 ft 7401bs - NIA WA WA T60 ft WA WA1480 lbs WA WA NIA WA NIA 1363 lbs 1T70 lbs '224Q ft 4 Anchors@.3" Min.' O.C. I(2) 2.5 Angle Clips/(Fig. 5): 780lbs 780lbs 680lbs 1560 lbs 62D ibs 1260 lbs 440 lbs 174D lbs 1696lbs 540 lbs .01. WA 7601. .(I 1. .11 It. 1160 lbs 748 lbs No Ito 1892lbs 682lbs 885 lb. 11201" fi Anchorm @ 3" Min. O.C. / (2) 2t5 Angle Clips / (Fig. fly. 1170 lb. 1170105 1020 Ibs 2340 Ibs 9301bs 1890 Ibs 660 lbs 2810 lb. 2844 lbs B101bs 840 lb. WA 1140 Ibs 1110 lbs 860 Ihs 1740 lbs 1122 lb. 1320 Ibs 2B381ba 1022 Ibs 13271bs 16e01bs 4 Ancoore @ OAS* Min. O.C. / U-Clip, into .125" Alum. (Fig. Ty. WA WA WA WA WA WA WA WA WA - WA WA WA WA N/A WA WA WA WA N/A WA WA 14301bs- 2Anchore @ 225' Min O.CJ F-Gip (Fig. 8): 3501Ds 3501bs 290lbs 705 lbs 310lbs 630 lbs 210 Ibs' 860lbs 476 lbs WA 280 lbs WA 315lbs 370 lbs 2551bs 5W lbs WA 4401bs WA .11. .1. 1. Sao lbs 4 Anchors @ 1.15" Min. O.C./ F-Gip (I 9): 480Ibs T161bs WA WA 3201hs 1260 lb 1 370 lbs WA WA WA I 3BO lbs WA I WA I N/A 1 740 lbs I WA WA - WA. WA 1, N/A 1 W2 lbs 1 885 lbs 11201bs NOTE: FOR THE OFFSET" CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8:- FIGURE 9: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 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. FIGURE 5: FIGURE 6: FIGURE T. ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS. HOLLOWAND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH. AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK. STEEL STUDS TO BEAMINIMUM GRADE 33AND.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. s. i h4r PRODUCT REVISED as aomplying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date 05/26/2026 By Miami -Dade Product Control < A ; No, 58705 SAT O'L��\ A. LYNN UWIt&FI, P.E. FL P.E.# 58705 TABLE 8A Mullion Capacity Table (lbsiftr) ANCHOR CAPACITY Opening VNdth (forverBcally-sparnirg mullions) or Opening Height (for horizontally -spanning mullions) ADJUSTMENT FORMULA: 50 In 601. 70In 801. 901n - 100in 120In 1401n 160 in CAP.,,o,,,�` Rectangular Trap/1'dang. Rectangular TrepRdeng. Rectangular 7rapRdang. Reatengular 7replRiang. Rectangular Trap/Tdang. Rectangular TaplTdan&" Rectangular Trep/TdanO. Rectangular Trsprttlang. Rectangular Trap/Td-9. (ANCHOR (DP_) X l / 126" x Loading' Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading MULLION CAP,,,a,,.,, 3.188" x .266" Alum - a ' �• r �• _ 6 z• °� r ' ,a a '� p r x • r Z• ^ _a. .z• ,� '° - r �• A a z• i• • 8 a a a =ANCHOR CAP."„ Tube Mull A 3 Rc 3a a �.� as d �, a 2. a a B. a a �� a9 g 3 �� 3 � is $ 9 �� as 8 3a a' $.� 39 K a R� it a 89 a �� 3- a a a, o r � �. Is = � cie t S t cis 11 § € cia Is r � = � cia t _ � L .3 $ � cis t L e o � L e2 r: � t > c39 § a .. € t � � USE THIS FORMULA TO OBTAIN 9 •esb, _ 5 �" z & 5$ _ _ 3$' �i `� �" Lr. '-,fib' .B 3 b° �i -� •P `5� 5 3 �i -� & '"� c " '3 _ £ -ga t ' � -9 b' - _ 3G ' c THE "ANCHOR CAPACITY �_- �rc fo.d`rr Er, d`rcdrd`rc d`¢ s� d`¢ s� �rcF'd`te G d`� rc sue, �z s� d`rc ds` REQUIRED"CORRESPONDING TO AN ACTUAL PRESSURE ' REQUIREMENT FOR THE 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 - 170.0 1240 170.0 521 176.0 1408 170.0 521 '170.0 1735 170.0 521 151.6 1769 170.0 521 481n 170,0 708 170.0 524 170.0 850 170.0 _ 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 1548 170,0 68D 116.1 1648 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 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 119.3 1469 170.0 756 104.4 1468 170.0 756 ' THAN THE MULLION CAPACITY 54'In 170.0 797 170.0 612 170.0 956 170.0. 691 170.0 1116 170.0 754 170,0 1275 170.0 803 163.1 1376 170.0 637 146.8 1376 170.0 856 122.3 1376 170.0 861 104.8 1376 170.0 861 91.7 1376 170.0 861 (FROM THE TABLE). OF THE SELECTED MULLION. IT WILL 601n 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 878 139.0 1158 167.4 930 123.6 1158 156.8 919 111.2 115B 150.0 912 92.7 1158 144.8 905 79.4 1158 144.8 905 69.5 1158 144.8 405 YIELD A MINIMUM ANCHOR 631n 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 165.9 962 120.1 1051 142.0 848 106.7 1051 132.3 837 96.1 1051 125.7 830 80.1 1051 119.5 822 68.6 1051 119.7 821 -60,0 1051 119.1 021 CAPACITY WHICH MAY BE 1v 661n 787.1 957 170.0 789 139.3 957 151.6 805 118.4 85] 134.0 790 104.4 9B7 121.8 7I7 928 957 112.8 767 83.6 957 108.8 759 69.6 957 100.0 750 59.7 957 98.9 748 52.2 957 98,9 748 USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE G 721n. 128.7 804 135.2Z!!l107.3 114 115.2 614 91.9 13. 101.3 671 80.4 804 91.4 660 71.5 804 84.1 650 64.4 804 78.8 643 53.6 804 72.7 633 46.0 804 69.9 629 40.2 804 69.8 628 ANCHOR CAPACITYTABLE. 76 In 109.4 722 114.4912 722 97.2 fi18 78.2 722 85.3 606 68.4, 722 76.7 596 60.8 722 70.3 588 54.7 722 65.5 580 45.6 722 59.5 570 39.1 722 56.7 565 34.2 722 56.2 564 g 78In 101.2 685 105.E64.4 � 685 89.8 588 72.3 685 78.5 577 63.3 685 70.5 56e 56.2 685 84.5 560 50.6 685 60.1 553 42.2 685 54.3 543 36.2 685 51.4 537 31,8 685 50.7 536 901. •65.9 515 68.0 1 457 54.9 615 67.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 515 40.6 428 33.0 515 37.4 422 27.5 615 33.1 413 23.5 515 30.5 407 20.6 615 29.1 404 96 In 54.3 453 55.8 404 45.3 453 47.1 397 38.8 453 41.0 391 33.9 453 36.4 385 30.2 453 33.0- 379 27.2 453 30.4 374 22.6 463 26:6 366 19A 453 24.3 360 17.0 453 22.9 358 108 in 38.1 358 39,0 358 32.8 318 27.2 358 28A 313 23.8 358 25.2 308 21.2 35B 22.7 304 19.1 358 20.8 300 15.9 358 18.0 293 1111n 35,1 338 35.8 338 30.1 301 25.1 338 26.1 297 22.0 338 23.2 293 19.5 338 26.9 269 17.a 338 19.1 285 1201n 27.8 290 28.3 t32331.8 290 23.8 260 19.9 290 20.8 256 17,4 290 18.2 253 15.4 290 16.4 249 144 In 16.1 201 16.3 TARI P RR Substrata: - 27k Concrete - 3k Concrete - - 3.5k Con.. - Hallow CMU Filled CMU -Pf Wood Metal Anchor Capacity Anohcr77Ps 3/16' Elco Ull-n 1/4" Elco Ulbacon 3116- DeWalt Ult-on+ 1 1/4- DeWalt Ullracon+ 5116' Elco Ulhacon 3I10' Elco Ullracan 114" E1w Ultram. 3/16' DeWaB Ultracon+ 1/4' DeWalt Ultracon+ 114' SS Elco AggreGalor 5/16' Elco Ultracon 1/4' SS Elca AggreGator 410 Steel Screw (G5) #12 Steel Screw (G5) 912 Steel Screw (G5) (Ibs) Edge Distance (np 1' 2-11T 1' 1 2-11T 1' 2-117 i' 24IT 3.1/8' 1' 2-1rT 1' 2-11T 1' 2-if2' 1' 2-VT`. -2" -3-1/8' 7 0.48' 0.54' 0.324" Embedmant(in): i-X4' ta/4' 1-V4" 1.T4" tar4- 1314- 1-3W 1-314' 2.1-114" 1-1/4' 1-1/4' 1-114' 1-1/4' 1-1/4' 1-1/4' 1-1/4"' 1-1/4' 1-1/4' 2" 1a/8' 11T8' wades 2Anchors'Q.4.75' Min. O.C. 1 Standard or Offset Clip(Fig. 1): 390lba 3901bs 450 Its 8901bs 310lbs 630lbs 2201bs 870 IM 16441bs 27015s 280lbs 354 Ibs 740 lbs 230]be 370 lbs 32016s 560 lba: 374 lbs -664 lbs 946lb. 341 lbs 442lbs 560 Ibs 4 Anchors ® 1.16' Min. O.C. I Standard (or Offset) Clip (Fig. 2): 4801bs 700 lbs NIA - WA 32DIbs 1260 Its 370 lbs WA WA WA 380 lbs WA WA N/A 740 lbs NIA N/A WA WA WA 682 lb. 885lbs 112D Ibs 4 Anchors ® 3' Min. O.C. I (2) WAngle Clips I (Fig. 3): 780lb. 780 Ibs 6901bs 1560lbs 620lb. 1260 Ibs 4401be 1740 Ibs 1896lbs 540 lbs 560 lbs WA 760 Ibs 460 lbs 7401bs 640 lbs 116D Ibs 748lbs 8B0 Ibs 1892 lbs 682 lbs 8851bs' 1120'lbs 4 Anchors @ 0.45" in. O.C.1 U-Clip. Into .12Y Alum (Fig. 4): WA WA NIA WA - WA WA - WA WA WA , WA WA WA WA WA WA WA WA WA "WA WA WA N/A 1430 Ibs 1 Anchor l F-Clip(Fig. 5): 1951bs 1951bs 225 lb. 4451bs 1551bs 315 lbs 110 lbs 435 lbs 82218s 1351bs 140 lbs 177 lbs 37016s 115 lbs 185 Its 160 lbs 290 lbs 187 lbs 3321bs- 473 Me � 170 Ibs 221 lbs 1 280 lbs 2 Anctwrs Q 1.16' Mia. O.C./ F-Cllp (Fig. 6y 240[be 3501b. WA WA I 1601bs 630 lbs 185lbs WA " WA j WA 190(bs WA WA WA 370 lbs WA WA WA WA WA -341 Its 4421bs 5601bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHORPATTERNAND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 3: FIGURE4: FIGURE5: M FIGURE 2: s • 0 0 FIGURE 6: ANGLE CUP MUST e 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 AMINIMUM 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, 18-6 S.S. OR 410 S.S. 8 i m m 5 ®Z5, ye PRODUCT REVISED as complying with the Florida Building Code, NOA-No. 20-0406.08 Expiration Date 05/26/2026 By Miami -Dade Product Control P�� L1GEF1,yF �il(� Yt NO.58705 'O A�OOFF A. LYkWMIUit P.E. FL P.E.# 58705 TAR( F 9A Mullion Capacity Table (lbs1e) ANCHOR CAPACITY Opening Width (for venicely-spanning mullions) or0paning Height (for horizontally -spanning mullions) ADJUSTMENT FORMULA: 1.25 x 3.25 x.100 50 in 601n 701n 801n 90 In 1001n 120 in 1401n 160 in OP-) X / ANCHOR CAP.,m,,;a,\ MULLION CAP.-,-.) Rectangular ,Loatling 7 LoadingB. Loading Rectangular Loading T LoodInne. LoadlnB Rectangular Loading T L-fingg. LoadnO Rectangular Loafing TrLoadinng. Loading Rectangular Loading T Loading Loafing Rectangular Loading TrLoadian9.. Loading Rectangular Loafing T Loadirng. Loadu,g Rectangular Inading 7rLoading Loading Rectangular Loading T Lc.dmng. Loafing Alum. Tube Mullion .4? E� 1.&�H�, a` d f a` dF B a a 8 a 8 a. & a f & d& 8 E 8` dp zl- d �� a a �$ 8`` d f qg 2 aS a a g 6 d� t9 E€ d f _ _� d' �' fig• E fins � G a` a §� 8` =ANCHORCAP- 'USE THIS FORMULA TO OBTAIN .THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE 421n 170.0 620 170.0 435 170.0 744 170.0 418 170.0 868 170.0 506 170.0 992 170.0 519 1-10.0 t116 170.0 521 153.3 1118 170.0 521 127.7 ilia 170.0 521 109.5 1118 170.0 521 95A 1118 170.0 521 481n 170.0 708 170.0 624 170.0 850 170.0 594 167.6 978 110.0 630 146.7 978 170.0 661 130.4 978 170.0 677 117.3 978 170.0 680 91.8 978 170.0 680 83.8 978 170.0 880 73.3 978 170.0 680 REQUIREMENTFORTHE 50.625 In 170.0 747 170.0 563 170.0 896, 170.0 631 160.7 927 170.0 684 131.9 927 186.5 708 117.2 927 159.1 699 105.5 927 156.3 698 87.9 927 156.3 695 75.4 927 156.3 695 65.9 927 156.3 695 OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY 54 in 171.0 797 170.0 612 154.5 869 170.0 69.1 132.5 869 153.9 683 115.9 869 141.8 669 103.0 869 134.0 660 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 601c 143.2 746 153.8 634 119.4 746 132.3 620 102.3 746 117.8 608 89.5 746 107.0 599 79.6 746 101.0 592 71.6 746 96.6 587 59.7 746 93.3 683 51.2 746 93.3 583 44.8 746 93.3 583 SELECTED MULLION.. IT WILL $ 63 N 123.7 877 132.0 579 1031 877 113.2 586 B8.4 677 100.4 555 77.3 677 91.4 5d6 88.7 677 85,2 539 81.9 877 81.0 534 51.6 877 77.0 528 442 fi77 78.7 529 38.7 67T T6.7 529 YIELD A MINIMUM ANCHOR , CAPACITY WHICH MAY BE C 661n 107.6 fi17 11/.1 530 89.7 817 87.8 519 78.9 617 88.3 509 87.3 617 78.3 500' S9.8 fill 72.6 494 57.8 817 88.7 489 44.8 fill 64.4 483 38.4 617 67.7 482 33.8 617 63.7 482 USED TO QUALIFY ADDITIONAL 72 in 82.9 518 87.1 450 69.1 518 14.2 440 59.2 618 652 432 51.8 516 58.8 425 46A 518 54.2 419 41.4 510 50.7 414 34.5 518 4&6 408 29.6 618 45.0 405 25.9 518 45.0 405 ANCHOR OPTIONS FROM THE 3 76 In 70.5 465 73.7 406 58.7, 465 62.6 398 50.3 465 54-9 390 44.1 465 49.4 384 39.2 465 45.3 - sill 35.2 465 42.2 374 20.4 465 38.3 361 25.2 465 36.5 364 22.0 465 36.2 363 ANCHOR CAPACITY TABLE. z 781n 66.2 441 68.0 .387 54.3 441 57.7 379 46.6 441 50.8 372 40.8 44f 45.4 3 3636.2 441 41.6 360 326 441 38.7 356 27.2 441 34.9 349 23.3 441 33.1 346 20.4 . 441 32.7 335 - 901n 42.4 332 43.8 211 31A 332 37.0 211 30.3 332 32.3 214 28.5 332 28.8 211 23A 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 266 15.2 332 19.8 262 13.3 332 18.7 260 96 In 35.0 291 35.9 260 29.1 291 25.0 291 26.4 252 21.9 291 23.5 248 19.4 291 0.3 244 17.5 291 19.5 241 U.6 291 17.1 238 12:5 291 15.6 232 f08N 24'.6 230 25A $08 20.5 230 �.� 17.5 230 18.3 201 15.4 230 16.2 198 ' 111 in 22.6 218 23.1 197 18.8 278 16.2 218 78.8 191 14.1 218 14.9 188 120 in 17.9 187 18.2 170 14.9 187 15. TA GI GOP " Substrate: 2.7k Concrete - 3k Concrete Hollow CMU - - - Filed CMU P7 Wood Metal Anchor Capacity Anchor Type. 3116' El.. Ullracon IW Elco Ullmcon 3119, Dewait Lntracon* 1/4" De Walt Ubacanl 3116' Elco Ultmcon 114" Elco Mtracon 3116" DeWalt - Ullraeonl '1/4' DeWall 1.91=00 1/4- SS EIco AggleGator 5119' Elco Ultracon 1/4' SS Elco AggraGator 010 Steel Screw.(G5) #12 Steel Screw(G5) 412 Steel Screw(GS) - (lbs) Edge Distance pnp 1' 2-11T 1' .2-117 1• 2-112' 1' 2-11T 1• 2.17 1• 2-1W P 2-1YP 1' 2-Irr. T 3.1/8' 2' 0.48' 0.54" 0.324• Embedmentpn), 1-14' I-W4• 1-W4- 1.3/4• b3/4- 1-3/4- 1-&4' I-W4'14W FWAO 1-1/4' 1.114' 1-1/4' 1-114" 1-1/4- 1-1/4' 1-1/4• .1-1/4' 1-IW T I-Wir 1-3/8' cedes 2Andhora @ 4.7,T Min. Q.C. / Standard or O9sel CUp (Fig. 1} 390 IN 390 lbe 450 IN 890 lbs 3101bs 630 IN 220 lbs 870 IN 270 be 280 IN 354 IN 740IN 230 IN, 370 IN 320 lbs. 580 IN 374 lba 564 lbs 948 IN 341 IN 442 lbs 560 lbs 4 Anchors (� 1.15• Min. O.C. / Standard (or O5se0 Clip (Fig. 2): 4801bs 7001hs WA WA 3201bs 12601bs 3701bs NIA WA 3801bs WA WA NIA 74016s WA WA WA _ WA WA 682Ihs' 8851bs 11201bs 4 ArlcMrs ®3' Min. O.C. / (2) 2,5 Angle Clips /(Fig. 3): 7801bs 7801bs 880 IN 15801bs 6201bs 126D Ibs 440 lbs 174015s 54016s 5601bs WA 7601bs 46016s 7401bs 6401bs 11601bs 7481bs 880 lb. 18921bs 6821bs 8851hs 112015s 3 Anchors Q 0.5V Min. O•C.I LI-Clip, Into .100' At (Fig. 4): WA WA WA WA NIA WA WA N!A,. WA WA WA WA NIA N/A WA WA - WA WA NIA. WA WA 950 lbs 1 Anchor] F4:6p (Flg. 5} 1951hs 195IN 225 lbs 445 lbs 155IN 315lbs . 110 lbs 435lbs 822Ibs 135 IN 140 lbs 177Ibs- 370 IN 115lbs 165 IN 1601bs 290 IN 187 IN 3321bs 473IM 170Ibs 2211bs 28016s - - 2Ancham @ 1.15' Min. O-C./ F-Clip (Flg. 6): 24016s 3501be WA WA 160IN 6301bs 185 IN WA WA WA 190 IN WA WA N/A 370 lbs WA - WA WA WA ' N/A 341 lbs 4421bs I SW IN NU I E: t-UK I Hh U"b1c l ULIY, UJt•I t1t JAMt ANUKUK VA I I tKN ANU ANUMUK VALUCJ AJ I KC J IANUAKU FIGURE 1: FIGURE 2:I TABLE NOTES: 1.25 0" I--1.250-1 0 ® ® • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ANGLE CLIP MUST 3) MULLION AND MULLION CLIPSSHOWNARE 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 ASTMI 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 ANDA36. ALL .1001, .100" Q ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25' X 3.25• X .100' 1.25' X 3.25" X.100" MULUON FOR MULUON FOR ® FIELD -MULLED UNITS FACTORY -MULLED UNITS d E3�98�ti ®r-0^ PRODUCT REVISED. as compsying with the Florida Building Code NOA=No. 20-0406.08 Expiration Date 05/26/2026 By Miami -Dada Product Control V LYNIV"'111 11.4 P?' .•' y1GENs� •.•�� J fit• : No. 58705 -_ t -0 7,,X •• AT OF CAN •••:A<ORIDP..•' �Z� AL A- LYNN iM lli8E}�, P.E. FL P.E.# 58705 TABLE 10A Mullion Capacity Table (Ibsile) ANCHOR CAPACITY - Opening Width (forveRiceliy-spenrting mullions) orOponing Height((orhoLizoMafly-spanning mWGans) ADJUSTMENT FORMULA: - 5o in 6o in 70In Bg in 90 in too!. 1 120 in 1401n 160 in ANCHOR (DP )X ( ) Rectangular Traprrriang. Rectangular TrapRriang. Rectangular, Tmplldang. Rectangular Tmp/7 tang. Rectangular Trap 'mg. Rectangular TopRdang. Renangular Tn. tang. Rectangulat Tmp/7riang. Rectangular TrapiTti-go. 125 x325 . MULLIONCAP.,,",,,,,s x Loading Loading Leading Leading Loading Lowing Leading Loading Loading Loading Loading Loading Loading Loading Loading LoatlIng Leading Loading -624 Alum -Tube _ =ANCHOR ¢AR" , Mullion a v_ a� a a� a a A a >�, a a - a a a a s G a a a ae,u"<i T-a5fl-1-2i liin a o a i� ci a o io c'+ri a is ci io o a i> o u <i a in -USE THIS FORMULA TO OBTAIN - a. `' r - _ ._^ c - ^- e z -`s z c - r - ,^ t `' r s t - _ c -2 k - 5 �' THE "ANCHOR CAPACITY dr rc @ '$ z E � d` tr f 2. d` a E � $¢ 1 � d` ¢ f 2 d` a' _`^' � � d` a f A d` & F � d` z E � d` s` f � 8� g o d` o` f€ a .2 ,2 R- 12i E 3- U REQUIRED" CORRESPONDING � TO AN ACTUAL PRESSURE 42 in 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 1468 170.0 521 170.0 1735 170,0 521 170-0 1983 170.0 521 48 in 110.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 1700 1275 170.0 671 170.0 1417 170.0 680 170.0 1700 -170.0 680 tfi9.7 1979 170.0 680 148.5 19T9, ng.o 660 REQUIREMENTFORTHE OPENING, WHEN IT IS LOWER 50.625 in 170.0 747 170.0 563 170.0 896 170.0. 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0. 747 170.0 ' 1494 170.0 756 170A 1793 170.0 756 152-5 1877 170.0 756 133.5 1877 170.0 766 THAN THE MULLION CAPACITY 64 in --f173 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 037 170.0 1694 170.0 656 156.4 1759 170.0 861 134.1 1759 170.0 661 117.3 1759 170.0 861 (FROM THE TABLE) OFTHE 60 in 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1417 170-0 944 161.1 1511 170.0 S96 145.0 1611 170.0 1033 1208. 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1063 SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR 631n 1T0.0 7d5 170.0 1116 110.0 850 170.0 1302 1T0.0 940 156.6 13i0 170.0 1015 1392 13T0 1T0.0. 1076 125.3 1370 16d.0 1082 104.4 1370 155.9 10T2 89.5 1770 155.3 1070 78.3 1310 1553 1070 CAPACITY WHICH MAY BE a 66 in 170.0 789 170.0 1159 170.0 903 165.6 1248 170.0 1002 136.2 1248 158.6 1013 121.1 1248 147.1 1000 109.9 1248 139.0 989 90.8 1240 130.4 978 77.6 1248 129.0 975 68-1 1248 129.0 976 USED TO QUALIFY ADDITIONAL m 72 in 9 170.0 878 139.9 1049 1502 892 - 119.9 1049 1321 875 103.9 1049 119.1 BfiO 932 1049 109-7 048 83.9 1049 102.7 838 69.9 1049 98.3 825 59.9 1049 91.2 B20 52.4 1049 91.1 820 ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 0 76 in 149.1 822 118.9 941 101.9 941 It 1.2 791 69.2 941 100.0 777 79.3 941 91.7 766 71.4 341 85.6 76T 59S 941 77.6 744 51.0 941 74.0 737 44.6 941 73.3 736 78 in . 137.6 78.3 '110.0 894 '94.3 894 1024 763 82.5 094 91.9 740 73.3 894 84.1 730 66.0 894 78.3 721 - 55.0 894 '703 707 47.1 694 67.0 701 41.3 894 66.1 698 ' 111" 85-9 671 88.7 696 71.6 671 61A 611 65.3 575 111 671 58.2 566 47-7 671 52.9 558 43.0 6T1 48.8 551 35.8 671 43.1 639 30.7 671 39.7 531 26.9 671 37.9 526 9fi in 70.8 590' 72.8 527 59.0 590 J239 SO,fi 590 53.4 509 44.3 590 47.5 502 39.3 590 43.0 494 35.4 590 39.6 408 29.5 590 34.7 477 25,3 590 31.6 469 22.1 590 29.8 466 100 in 49,7 421 41.4 466 35S d66 37.1 406 31.1 466 32.9 402 27.6 466 29.7 396 24.9 d66 27.1 391 20,7 466 23,5 382 17.0 466 21.2 3T5 15.5 4fi6 19.6 370 111'in 45.0 14111�1,�l 400 382 441 32.7 441 34.1 387 28.6 441 30.2 3B2 25A 441 V.2 376 22.9 411 24.9 3T2 19.1 441 21.5 363 16A 441 19.3 356 14.3 441 17.8 351 120 In 363 344 30.2 378 25.9 378 26.6 334 22.7 378 23.7 329 20.1 378 213 325 18.1 3T0 19.5 3T1 15.1 378 16.7 314 144 in 21.0 242 17-5 262 15.0 262 1 15.3 1 739 TAR[ P 1OR - Substrate: 27k Conerele 3k Contrele -' - Ult Cone. Hollow CMU . Filled CMU PT Wood Metal Anchor NmMrTYPe- 3116' Elco Ultmcon 114' Oco Ultmeon 3116' De Wall Ultmconr 114' DeWeIL Ultmcon. 5116' Elca Ultracon 3I16' Eieo Ultmcon 714' Elco Ullmcon 3116' OeWalt Ullmcont 1/4^ OeWal[ U racon+ 1/4' Ss Elco AggreGator &16' FJce UNacon 1!4' SS Elco Aggre Galor #10 Steel Screw(G5) #12 Steel11.2teelCapacity Scraw(w) (G5)(Ibs) Edge Distance i[n): 1" 2-172- 1• 2-112" 1'2-172- 1""2-112' 3.1/8' 1• 2-12' 1^ 2-11T 1.2.1/2 1-2-1/2- T 3.118• 2" 0,46- 0.54-24- Embedment fin): 1-314' 1-3t4' '1-314' 1-314' 1.314• - 1_3/4" 1374- 1-W4" T 1.1/4' '1-1/4' 1-1/4' 1-1l4' 1-1/4' 1.114" 1.1/4' - 1-1/4' 1-114" 1.1/4' 2" I-M. 1-318•es 2Anchom @ 4.75" Min- O.C.l Standard or Offset Clip (99.1t 3901bS 390 [be 450 lbs 890 [be 3101as 6301bs 220 lbs 870 lbs 1044 [be 2701bs 2801hs 354lbs 740lbs 2301bs 37016s 320 lbs ISM Has 3741� 6841be 948[be 341 lbs 442 lbs 560 lbe 4 Anchors @ 1.15' Min. O.C. / Standard (or Offset) Gip (Fig. 2): 4801las 700lbe WA WA 320lbs 1280 lbs 370 lbs WA WA WA 3801bs WA WA NIA 7401bs WA WA WA WA WA 682lbs 885 lbs" 1120lbs 4 Anchors @ T Min. O.C.1(2) NIS Angle Clips! (Fig. 3). 780lbs 780lbs 6801bs 1560lbs 6201bs - 12501bs 440 lbs 1740 lbs 1896 lbs 5401bs 560 lbs WA 7601hs 4601bs 74011s 6401W 1160 lbs 7481bs. -880 lbs . 1892lbs . 6821bs 885lbs 11201bs 3 Anchors @ 0.54" Min. O.C. I U-CIlp, Into .100" Alum, (Fig. 4): NIA" - WA - WA WA WA WA WA NIA WA WA WA WA - WA WA N/A WA WA ' WA WA NIA 'WA WA ' 9501bs 1 Anchorl F-Clip(Fig.'6): 1951bs 195lbe 225lbs 4451bs 1551bs 31511bs 110 [be 435 Has 822 [be 1351bs 1401bs 177lbs 370lbs 115lbs 18516s 160 lbs 290Ibs 187 Ili - ,332lbs 473lbs - 170lbe 221Ibs 280 Ibe 2 Amhara @ 1.15' Min. O.C.1 F-Clip (Fig, 8): 2401bs 350 [be WA WA 6001be 630lbe 185 [be NIA WA WA 1901bs WA WA N/A 370 [be WA WA WA - WA NIA 341 line4421hs S60 lea NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: 1 • • FIGURE 3: FIGURE4: FIGURE5: 2. ANGLE CLIP MUST • BE USED IN PAIRS. FIGURE 6: • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON.USING THE TABLESAND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION,AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS21-23. 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.100"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. 1.25" X 3.25' X .624" MULLION FOR FACTORY -MULLED UNITS PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date 0512612026 By Miami -Dade Product Control ' tt lllll111/! Q�� •.•'' U10ENgF •., �� i No.58705 •� l ~� tQlo,17 A. L7YNII.tiER,P P.E. FL P.E.# 58705 _ Mullion Capacity Table (Ibs1 W) ANCHOR CAPACITY Opening Wrath ((Orverlically-spanning mullions) or Opening Height (lorholi2ordall"pannilg mullions) ADJUSTMENT'LFORMULA: So in 601. 70 in Bo in 90 in too in 120 to 140 in 160 in ANCHORR CAP.,,,,,_ (DP_) X ( ) Traprrdang. Rectan Tra /f...g. Roclan den - Rectangular Traprrdan Rectan tar Tia 4an Rectan ular Tra rian 9MULLION 126x 3.94 Rectangular Loading TrapTriano. loading RoctanguI., Loading Trapfrdang. Loading Rectangular Loading Trapridang. Loading' Reclangular Leading � Loading 9 ular Loading P Loading 9 ular Loading ,Tra 9' Loading Loa&ng g' Loading � in Loading oa g' Loading 9 Loading . Loading oa CAP.,,,,,_ x .624 Al =ANCHORQAP.,ro Alum. Tube .� .�.. .� .�a .� _ _ - _ _ _ _ _ _ _ Mu Won a n r°. a da a< a a a a a a a p $.a "'� 8 - C - - c - - e') - - ` ' _ - `= r - _ ` '' - < ' _ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY f�. dra F? •ire f@.. d`s' E� d`rc f� Q`z _`= ��. d`a f€ $a �� $a" a _ �� o d`¢'�� err �� d`r`e �� d`� - f� dra �@, �� f� Q`�` :£@. d`z` �@. d`a _`_ �� ¢`a" REQUIRED" CORRESPONDING RE UI ACTUAL PRESSURE REQUIREMENT FOR THE 42to 170.0 620 170.0 435 170.0 744 170.0 478 170.0 86B 110.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1499 170.0 621 170.0 1735 170.0 521 170.0 -1983 170.0 521 48 in 170.0 708 170.0 524 170.0 850 170-0 584 .631 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 1700 6T7 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 600 OPENING, WHEN IT IS LOWER 60.625 in 170.0 747 170.0 563 170.0 896 1T0.0 110.0 1046 170.0 6B4 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 7S6 1T0.0 2092 170.0 756 170.0 2391 170.0 756 THAN THE MULLION CAPACITY 64 in 170.0 711 170.0 612 . 170.0 956 171.1 691 170A 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 176.0 1913 170.0 861 1T00 2231 170.0 861 1602 2403 170.0 661 (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL 60 in 170.0 835 170A 701 170.0 1063 170.0 797 170.0 1240 170.0 878- 170.0 1417 170.0 9dd 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 14B.3 2163 170.0 1063 129.0 2163 1T0.0 1063 YIELD A MINIMUM ANCHOR 63 in 170.0 930 170.0 745 170.0 1116 17D.0 660 170.0 1302 110.0 940 170.0 1408 170.0 1015 '110.0 1673 170.0 1076 170.0 1859 170.0 1122 156.9 2060 170.0 1169 134.5 2060 170A 1171 117.7 2060 170.0 1171 CAPACITY WHICH MAY BE § c 66 in 170.0 - 974 170.0 789 170.0. 1169 170.0 903 170.0 1364 170.0 1002 170.0 1658 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210. 143.0 1966 170.0 1275 122.6 1966 170.0 1286 107.2 1966 170.0 1286 USED TO' QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 72 in 170.0 1063 170.0 078 170.0 1275 170.0 1009 170.0[433 170.0 1126 170.0 1700 170.0 1228 154.1 - 1734 170.0 1315 138.7 1734 169.8 7386 115.6 1734 155.9 1364 99.1 1734 150.4 1352 Bfi.) 1T34 150.2 1352 ANCHOR CAPACITY TABLE. 0 76 in 170.0 1122 170.0 937 170.0 1346 170.0 1060 168.5 170.0 1209 147.4 1556. 765.2 1285 131A 1556 151.5 1265 117.9 1666 141.3 1261 983- 1566 128.3 1229 84.2 1556 122.3 1219 73.7 1556 121.2 1216 5 78 in 170.0 1151 17D.0 967 170.0 1381 170.0 1116 156.9 169,3 1245 136A 1477 152,0 1224 1212 1477 139.1 1206 109.1 1477 129.6 1191 90.9 1477 116.9 1169 7r.9 1477 110.8. 1158 fi62 1477 109.3 1154 901. 1420 1110 146.5 986 118.4 1110 123.9 968 101.5 107.9 951 88.8 1110 96.3 936 78.9 1110 87.5 922 71.0 ' 1110� 80:7 910 59.2 1110 71.3 891 50.7 1110 65.6 BTB d4.4 1110 62.7 870 96 in 717.0 975 '120.3 872 97.5 9T6' 701.5 856 63.6 88.3 842' 73.2 975 78.5 829 65.0 975 712 817 58.5 375 65.4 807 48.8 975 57.4 7B9 41.8 . 975 52.3 716 36.6 975 49.3 767 ' 10B In 822 771 84.0 696 68.6 771 703 685 SILT 61.3 674 51A 771 54.3 664 453 T71 49.0. 655 41.1 771 44.9 6d7 34.3 7T1 38.9 632 29.4 7T7 35.0 fi21' 25.7 T71 32.4 612 III id T5.7 730 T7.3 651 63.1 730 65.0 650 54.7 5fi.3 fi4D d1.7 730 49.9 631 427 622 3T.9 730 41.1 fi14 31.5 73g 35.6 600 27.0 73a 31.9 589 23.7 730 29.5 691 120 in 59.9 624 61.0 569 49.9 624 61.2 560 42.6 443 S52 37.6 624 392 SU 333 *1312.:e 537 30.0 624 322 531 25.0 624 27.7 519 21.4 624 24.6 509 18.7 624 22.5 501 144in 3d.7 433 35.1 400 28.9 433 29A 395 24.8 25.4 M0 21.7 433 22.4 305 193 381 17.3 433 18,2 376 Substrate: 27k Comnate 3K Concrrde - 3.5KC.m. HoUrnv CMU - FWed CMU PT Woad Melal Anchor Capacity AMhor7ype: - J16-Elco Ullman lie Elco Ullmn WW E)eWall uftmm1 1/4'DEWa'I umacon+ 5/16* Eic0 UDracon 3r16'Elco Ullaxon 114'Elco Ultiecm 311EDeWag Ullrazan+ 1/4•DeWall ull-on, 1/4'SSEIe0 AggreGalor Wle Elco NO= 1/4'SSEIco AggreGalor #10SIed Scnm(135) #/2Sleel ScmV(G5)� #12Sted Scr (G5) (Ibs) Edge Distance (in) - 1' 2-1/2' 1' 2-1/2 1' 2-7/2- 1' I 2-1/2• . 3-1/8' 1' 2-112 1- 2-1/2° 1' 2-11Z 7' 2-172' T 3-111' 21. 0,48' 0.5e 0.324• EmledmeN (InX 1-3'4' i5r4' 1�/4" 1314' 15/d' 1-3/4-1-3/4- 1�f4' 2' 7.1/4' 1-1l4' 1-1l4' 4-1/4• 1.114- 1.1/4- 1Ahr 1-1/4' 1-1/4' 1-1/4" - 2- 1.Y8• 1-M, lacks 2 Awhols @ 4.75" N. O.0 /Slardard or 0%e1 Clip (Fig. tp 390lbs 390 We 450 lbs 890 Ibs 310 lbs 630 lbs 220 I135 870 lbs 1644105 2701bs 280113s 354 I)S 7401ts 230lbe 370 lbs 3201bs 5801hs 374lbS 664 lbs 9161bS 341 He 44217S 5601bs " 4Anchars.@1.15- Min. O.C./ Standard(orOgsel) Clip (Mg. 2) 490 lbs 700 lbs N/A N/A 320 lbs 1260lbs 370 lbs WA N/A WA 380 Its NIA WA N/A 740 lbs 141A N/A NIA NIA NIA 6821ba 8851bs 1120Its 4Anchom @ 3- Min. QC/(2) 2.c5Ange Clips/(Fig. 3) 780lbs 780 lbs 690lbs 15601bs 620 lbs 1250IM 440 lbs 1740 ids 1896113S 540 WS 5601ts NIA 7601DS 460 IDs 7401b5 640lbs 1160Ins 748Its 8800s 1892 lbs 6821r5 885 lbs 11201te 4 Anchors @ 064' MIn. O.C. / U.CIIp. lido .100" Alum. (Fig. 41 -NIA WA N/A N/A- NIA NIA - WA WA N/A WA ' N/A NIA IVA NIA WA N/A NIA NIA NIA WA WA N/A . 1267 Me 1 Anchor/F-CIIp(FIg. 5),195 lbs 195165 225 lbs 4451bs 15516s 3151os 110 lbs' 4351bs 8221bs 7351bs' 1401ta 177 lbs 370 Its 115Its 1851bs 160lb5 290lbs 101165 3321bs 473 lbs 1701DS 2211bs - 28016s'' 2AMhors 81.10- MIM O.C./ F-CUp (FIg. 61 240 lb5 350 lbs RIA NIA 1fi01bs 6301bs 1851Ds WA NIA WA 1901bs NIA NIA NIA 3701bS NIA N1A , NIA NIA WA 3411ts 4421bs 560lbs NU I C: rUK I MC Ur. YSC I ULIr, UAC I Mc, ANMC MIVUr1UK r A r I CKI9 r nc a rM-MU -1. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CUP MUST S A BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: © • ® � 0 TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4). SUBSTRATES: CONCRETE SHALL CONFORM TO Ad 301'SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE -A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE WAND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S, 1.25' X 3.94" X .624' MULLION O Cl) (0 X PRODUCT REVISED - as complying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date 05/26/2016 By Miami -Dade Product Control . I \1111I I fill, No.58705,�' �9,N'. STATE OF (V A. LYNN MILLER, P.E. - FL P.E.# 68705 TARI F 19A Mullion Capacity Table (lbsife) Opening Width (for lredically-spanning mullions) or Opening Height (for horizontally -spanning mWlions) 50 in 601. 70 in 80 in 90 in 100 in 1201n 140 in 1 so In 2x4x.26 RectangWar Loading Trep/hlang. Loading Rectangular Loading Traprtdang. Loafing Rectangular Loading TrepllHmg. Loaning RectangWar Loading Trepridang Loafing RectangWar Loading Trapl7den0- Loading RectangWar Loading TrepRdarg. Loadingding ngular TrapRdang. Loading Rectangular Loading - Trep?dang. -Loading Rectangular Loading TrepRdang. Loading Alum.Tube Mullion r .. di r A X b a 8 x m r 8 o� r �k E .• 8 r� o� r i R 8 r " [� ry r i 8 '° ci �� 8$ rc r $ 5 20 r '$ h die ci 2=. r S e n: r a c 20 A- 3 >" a: .x 8 2 § .S ¢ a f� r b d ac �_. 8� § a ¢di r17. a 2 r A y rc ;" b 2a42 $ r A ci p B G di g• A i' ga ig v a :�' in- 170.0 620 170.0 435 170.0 744 170.0 476 170.0 868 170.0 506 170.0 992 170.0 '619. 170.0 1116 170.0 521 170.0 1240 170.0 521 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 481n 170.0 708 170.0 524. 170.0 850 170.0 584 00.0 992 170.0 630 170.0 1133 170.0 651 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 660 170.0 1983 170.0 680 170.0 2267 170.0 680 50.625 in 170.0 747 170.0 563 170.0 895 170.0 831 170.0 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 2092 170.0 756 170.0 2391 170.0 756 .54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 W0.0 1594 170.0 856 170.0 1913 170.0 861 2231 170.0 661 170.0 2550 170.0 861 601n 170.0 885 170.0 761 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 990 170.0 1771 170.0 1033 170.0 2125 170.0 1063 2479 170.0 1063 160.8 2680 170.0 100 631n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 f015 170.0 1673 170.0 1076 170.0 1559 170.0 1122 170.0 2231 170.0 1169 2553 170.0 1171 145.9 2553 170.0 1171 ,>= 66 in 170.0 974 170.0 789 170,0 1169 17D.0. 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2336 170.0 1276 2437 170.0 1286 1329 2437 170.0 1286 C 0 721n 170.0 1063 170.0 878[17.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 1-10.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1486 I 2184 170A 1529 109.2 2184 170.0 1530 •J 761n 170.0 1122 170.0 937 .0 1346 170,0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.6 1960 170.0 1505 123.8 1960 181.6 15481 1960 154.0 1535, 92.9 1960 152.7 1531 � 78 in 170.0 1151 170.0 967.0 1381 170.0 1118 170.0 1611 170,0 1250 170.0 1842 170.0 1369 i5L7 1861 170.0 1474 137.4 1861 163.1 1500 114.5 1861 147.3 1473 1861 139.8 1459 85.9 1861 137.8 1454 90 in 170.0 1328 170.0 1144.1 1398 156.0 1219 127.8 1398 136.0 1198 111.8 1398 121.3' 1179 99.4 1398 110.2 1162 89.5 1398 101.6 1147 74.5 1398 89.8 1122 1398 82.7 1105 55.9 1398 78.9 1096 961. 147.4 1229 151.5 1098.9 1229: 127.E 1079 105.3 1229 111.2 1061 92 122y - 98.9 1044 81.9 1229 89.6 1029 73.7 1229 82.4 1016 61.4 1229 72.2 993 1229 65.9 977 46.1 1229 62.1 967toll in 103.5 971 105.8 8773 971 8%0 862 74.0 971 772 849 64.7 971 68.4 637 57.5 971. 61.8 825 51.8 971 56.5 815 43.1 971 49.t 971 44.0 782 324 971 40.8 171 1111. 95.4 919 97.3 832 79.5 919 81.9 819 68.1 919 70.9 806 59. 119 629. 794' 53.0 919 56.7 784 47.7 919 51.8 774 39.7 919 d1. 919 40.2 742 29.8 919 37.1 732 1201n 75.5 Be 76.8 718 6L9 788 64.5 705 53.9 768 '55.8 695 47.2 786 49.4 .SSG 41.9 786 44.4 677 37.7 786 40.5 668 31.5 786 34. 27.0 786 310 641. 23.6 78fi 28.4 631144 in 43.7 546 44.2 504 36.4 US 37.0 498 312 546 319 491 27.3 546 282 485 24.3 546 25.3 478 ..16.2 546 19. 15.6 546 172 455 13.7 546 15.5 448 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X (ANCHOR.CAP._,_\ MULLIONCAP.,,o„„, =ANOHORCAP.,,, 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 MAYBE USED.TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Substrate: 27K CDmmte 3K Concrete - - - 3.5k Core. Hollow Cf4U - - Filled CMU PT Wood Metal Anchor ArctnrType: V16' Elco U11M. 1/4' Elco Ulimm 311E DeNlalt LIUMM. . '1/4" DeWon Ullrecm. 511E Elco Ulirdcon 311E E(co III- 1/4• Etc. 1.111M n 311E DeWab Uilf.on+ 114' DeWat Ullman. 1/4' SS Elco AggreGator 511E Elco UOrecon 114' SS Elco AggleGalor #10 Steel Screw(G5) 012 Sle,elN2Wel Set (G5)5)Capacity(Ibs) Edge Distance(nj 1° 241T 1" 2117 1' 2-12" 1' 2-1/2' 3-118" 1'2-7/2' 1"2-1/7 1- 2-1? 1' 2-1/2' 2 3-11V 2' 0.4E 054'edmeN pnj 1�14' 1ti'Id'i-3/4' 1�14' 13I4' 1314' 13/4' 13r4' 2' 1-1(4' 1-ilb' 1-1/4' 1-VP 1-L4' 1-1/d' 1.114' 1-1/4' 1-1ld' 1-1f4' 2' 13'E 1.3l8'.2Anchors@4.76i MIn.O.C./ Standard or Offset Clip(Fig. 182j 390 lbs 3901bs 450 lbs 8901DS 3101DS 630 lbs 22D IDS 870 Ibs 16441DS 270 IDS 2B0IDS 354 IDS 7401DS 2301os 370 lbs 32011s 590 IDS 3741DS ,664lbs 946lb9 3411DS 4421DS4 Anchors @2_6E mla O.C.I Standard (or Offset) Clip (Flg. 3j 7401D5 7401DS 6301DS 14M IDS 6201bs 1260lbs - 4301D5 1730 lbs 14241DS , WA E601DS N/A 695 IDS 425IDS 7401D5 5751D5 11101D5 N/A ' - 88D IDS WA 682Ile 6851Ds6Anchas@1.71'Mlri O.C./Slaldard(orOffsel)Clip(n9.4j 8661DS050 Ib 75B IDS 19461DS 7D51DS 18901DS 60B IDS 25581DS N/A WA 7051DS N/A 7991bs 506 IDS 1110 lbs -6191bs 14781Db N/A NIA WA 10221DS 13271DS -4 Anchors@34Min. O. C./(2) 2r5 Angle Clips l(Fig, 5j 7801DS 78 Ds 660 IDS 15601DS 620 Ibs' 12601Ds 440 lbs 17401Ds -18961Ds UD Ibs 5601Ds NIA 7601DS 4W Ibs -740lbs 6401ts 11601D5 7481tS B80 Ibs 1892 IDS 6821D5 8851DSS6 Arch=@3'MIn. O.C. 1(2) a5 Angle Clips I(Rg. 6j 1170 IW 1170:IDS 10201DS 23Qlbs 9301D5 16901W � 6601b5 2610 lbs 28"IDS 810 bs 8401DS N/A 11401Ds 69D IDS 11101DS 960lbs 1740 IDn 11221D5 1320 Ibs 2838 IDS '1022 IDS 13271D5S 3 Anchors @ 1.3e Mln. O.C. (U-0IIp, lnto.125° AIUM. (Fig. 7j N/A WA NIA NIA NIA N/A WA WA NIA NIA WA NIA WA NIA WA NIA NIA N!A NIA WA WA NIA 0731 6 Anchors @ a6e MI.- O.C. / U-0Clip. into:125' AlUM. (Fig. Bj NIA WA NIA NIA NIA N/A WA WA N/A N/A N/A - NIA - IVA NIA WA RA NIA - N/A N(A WA WA NIA - 21 Its 2Archm@ 2.6E MIn. 0.CJ F-0Clip 3701Ds 3701DS 3151D51 7431Ds i 3101DS 630 IDS 215 IDS 8651135 1 7121D5 NIA -1 280IDS N/A 3481DS 2131DS 3MID5 288lbs 6551D5 N/A - 440 IDS WA 341 IDS 4421D5 563 IDS.. 3 Anchors @ 1.71- MN. O.CJ F4:IIp (Fig. 10j 4431DS 1 525 lbs 1 3791DS I 9731bs 1 353 lbs 9451D5 1 361 IDS 1279 IDS I N/A WA 1 353 tbs NIA 3991Ds 1 253 IDS 5551D5 309Its 739 lbs N/A N/A WA 511 lbs 6641D5 F8401bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD OOP. . CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED' as complying with the Florida,. BuildingCode . NOA-No. 20-0406.08 Expiration Date,05/26/2026 By • Miami -Dade Product Control FIGURE I: FIGURE 2: FIGURE3: FIGURE 4: - • • • • • • • TABLE NOTES: 2.000" ; //1111111 (/f. • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR � ON • • • GENERAL INSTALLATION METHODS. '''.LICENl% �. FIGURE 5: FIGURES: _ 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE,' ••.� _ •. - • • •.250" 4.000" . _� * : No. 58705 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN L o • o • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE _ -O :• G Z • ° LOCATIONS.' i� .•. / WAT lit . � SAT T20F FIGURE 7: FIGURE 6: FIGURE 9: FIGURE 10: ANGLE CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT �(C� •'•,;cCORIOr`.••" •M (FIGURES 5&6) (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. i SS� ••••• ��G�ALUMINUM SHALL BE 6063-T5AND BEA MINIMUM OF.125" THICK. STEEL STUDS TO BEA MINIMUM M IN PAIRS. UST BE USED THREADSS EYOND THE MATERIAL # OT8 # 2 ANCHORS AND A36. ALL MAY BE STEEL, INTO ME 18.8 S.S. TAL OR HOALLLL EXTEND AT LEAST SCREW 2" X 4° X .25°MULLION 7�ONAL 1E 1� . A. LYNN MILLER, P.E. FL P.E.# 58705 �11- -{8A XyNw v r+ -t r'C mwc z >m W Dn Z O frmn l�yn�mpmy ySC D Zy Z yD"'ly-ice ,m O m �- r frail {-'rm-cw-I -.yD M-0 N y-Irm z m_ z q'�mnN in00 v 2T O,i .-�x� O'N O m0 mn�vzn moE 5 yZ �Dwnaq yFZ zffZii1l L� -IZmC Smrmc ZmD>2Cy r00 -ZN .Z1 =t #y�N F Gcz)S2 m zy m rC 'r0 G)m.0 Z m 0,9000 yT* 3 �z * Z 7G�)-n z0. rMj r- r ry. N2D0 rn-2 0''o r- ZZ > O w N m g D O z Z qQz x�wc-10 �00 -Oi rm O-ZgOn O_`2 �O D- XZO y D y ODE IOw D Zw OFn >R---y()m MR9 O 3y O I�n �.�PO ,NO 0 00z OrD-zwO!J rOA m NS 2rm+m0-D n Q z Im1i7lI D -I o 0- D Z -1 w rli CPyW ::1M N a� o .v.,lomy Fx y m 0 RI11n Z0mO �N.'y Z r.D� z0CmpN COsmli,>2>z OoA O fa Op�C-40 w m z 3A0 Om m O o m0�-.i z� z Co r m m y (D -INOm N in O X o� X. N No 3 0 C E z 91 0 ap N N •'g+ �ji n i a'a>g�a� Lw®$a�� . a o �d D � e. ] ] 6' Up ? ? O on�� n }7 47 t71 ^ m Ql g g a.D L- 8 M$ 8 S�� N= :�oaaoo�o��s� r u4.$DDR^�$� n $A• Sa m u� o>;o_6o_a D : N Pn 5 Cq 1 N � �Snn w>n jg>n � pp�>N i>�aDD$Nis g«A �Am V I = Z n g o o o o n. o a _ Er 5F sr 5r "� N y�{ 1p, D� D D D � �. D s� y C �•+ �m AN oSa t'io'ru D S D D D D D D5r f $ � DD�gn+i;MOOr ^ D D tAn y R 'P^ ,R gir' C &$ D D 'g w$ 9i R R 0 m�aao28o&�,=3� m a. Z 5> Z Z !i;; e s D m. D D D g o D m� oq $e > 'Ln m D� Z Z= m + m Dy. T m a D D> _ n o c o R>n ��>ai�G>G>;SS��m •SIB, � N UC^ F N n 9 Y o N' s R `' .ate a 5Fg�"°��"- `\\\1111111/yy/// ��\pLjd �� 310 m, z Wm -0 m� = 0E�70 p n �Cij�r •.O r f�3o c o °McC r ET o �.•L _ CL m c oa�•i . inz ;O C] '' 0, C� ••, C Q1 ?� N A s N /. •. a o) c m m ////I1111111\\� O1 m WI,Length N m 3 3 x o x - a E o ! $ s $ YJ s- s s- s- _ s s- _ - Q a m N:* a" o o o o :3 o Mullion Capacity Obsln2) m + o .�5 E N isi N a o Anchor Capacity Required Ohs) o ai N ' b 0 b j. b b 0 O o o ^Mullion Capacity pile/i2) s Anchor Capacity Raqulred Dbs) _ m m 0 0 0 0 0 o Mullion Capacity OW112) m s ^s An Capacity Required Obs) A o' 8 o i o o o 'oo o � c Mullion Capacity r ' b Obs/fit) bo m - m Anchor Capacity Required abs) o m. ±P. a o o o 'nor o b v P.Anchor 4 Mulllon Capacity Dbs/M gl s S IS r� Capacity Required pba) v- o 0 Mullion Capacity tiEr O b b o e obia Oa/ft2)' $ c N o g o .W Anchor Capacity, Required Ohs) m m o Mullion Capacity o. c q -' m y Anchor Capacity m E Required Qbs) a + o 0 0 0 o c Mullion Capacity o b b b b b D�/R2) E c Anchor Capacity Required Obs) y m= � a m c 3 � m b, 'o�on 0 0 o Mullen Capacity Obs/112) s 3 m I- m N 'o Anchor Capacity Required Dbs) os'2 9 „ ' -I o c O. • •o w m o 0 0 ' Mullion Capacity -i aNi b b o PbsIM S - s p• �,) -' qq Anchor Capacity Required Dbs) m _ m Ig + la o inb b 0 0 0 P. 0 i o Mullion Capacity OWft2) A s Anchor Capacity g Required (1bs) � 8 g. b c o Mullion Capacity Obsi r c �. N Y+ N R 5oCC X N Ancho�rcapacily Required Dbs) g� N 3 o Mullion Capacity Dba/112) M s di tN� ^m'. Cj 'cj• N p' •- Anchor Capacity o N $ a Required Ohs) om m A P O 4 C i b b i b b 0 C b O Mullion Capacity DbsJft2) { sg cN N $I [•'„ - $ p� tE QQ G Anchor Capacity Required Dbs) a g w 0 o Mullion Capacity Dbs/112) r m Anchor Capacity Required Ohs) eo m C N m N m o Voo 0 Jo J Mullion Capacity ,1 - e 'Voo (lbs/I12) p N q ++ Capacity g m m $c,Anchor Required Ohs) m E45V o o o b o 0 o 0 o o Mullion Capacity (bslfl2) W 0 La rs N u k'� o �„ Anchor Capacity $ 2 •$o m Y.• o -. $ Required Ohs) R - g m °P 5 P PObslit2) :3 Mullion Capacity o o s Nm Anchor Capacity Required Ohs) 5 DDCn{y��O;D zz[nDmm�2bvmOOMM m 22 O9r- mp z ZO DCm IM, MHO- .� Cl fD m�=_GG$))m' n mC000 ^�rCw C z Cz) 3= 0 _v�cj��33 DO�-crc-morn-4 rD-'Op� �ccZ11�--�11co n C 2 Z0 In A �jT> DZ mmD� . ==11O-inr2 �00 n-110 0 ? O v v 09 3 CDp0 m O �Sy OSmmO{m C m,=0Z. p,m r�r z 1 •M D .'D z D. 0 d Q y 'D �. S r Z o v Impact Resislant Windows & Doors �r¢errms®1- -GlNindows. d Dams, Ina 6300JR NEW ANCHOR TYPE. REGISTRATION d2929s TA oI =4AA Mullion Capacity Table Ibsf e ANCHOR CAPACITY Opening Width (forvertically-spanning mullions) or Opening Height (forhorizontally-spanning mullions) ADJUSTMENT FORMULA: - x 2.11" 50 in 601n 701n 80 in 90 in 1001n 1201n 140 in 160In ANCHOR CAP.,,e,,,„" ) X ()126" Rectangular t.oading TmpTdarg. L..dirg RedangWar Loading TrepTdang. Loading Rectangular Loedirg Tree rt rg.rR101.(D Loa6rgding Loading Loadbg Loading Loading Lading Loading Loading Loading Lding Loading Loadtrgx.126" Alumra Tube Mull ^ g q^ g` �� .�' ��REQUIREDCORRESPONDING u .. �`f �g SL -.p. <sT �- A �� q_. a- �Q� Aa.. 8^ 9. 8v t- . 8 ... �� a �^ �a rs A _ ,. t� 8, 5}y u 8- z� S .... ar. at r S q-.. <b A 5Fi 3^ rP6� `& 5� =ANCHORCAP._ USETHIS FORMULATO OBTAIN THE "ANCHOR CAPACITY TO AN ACTUAL PRESSURE 421n 144.2 526 167.0 428 120.2 526. 146.9 416 103.0 526. 138.9 414 526 134.6 411 80.1 526 134.1 411 72.1 526 134.1 411 IDA 526 134.1 411 51.5 526 134.1 411 45.1 526 134A 411 4B In 96.6 403 108.0 334 . 80.6 403 94,7 325 69.0 403 86.4 320 60.4 403 81.4 317 53.7 403 79.1 315 48.3 403 78.6 314 40.3 403 76.6 314 34.5 4D3 78.6 314 3a2 403 78.6 314 REQUIREMENT IT IS L OPENING, WHEN IT IS LOWER 50.625In 823 382 91.0 301 68.6 362 79.3 294 58.8 362 71.9 289 51.5 362 67.2 286' 45.7 362 64.6 .284 41.2 362 636 283 34.3 362 63.5 283 362 63.5 203 25.7 362 63.6 283 THAN THE MULLION CAPACITY $' 54In 67.8 318 74.1 267 56.5 318 64.2 261 48.5 318 .57.7 256 424 318 53.5 253 37.7 318 50.8 250 33.9 318 49.5 249 28.3 318 49.1 248 318 49.1 246 21.2 318 49:1 248 (FROM THE TABLE) OF THE SELECTED MULLION. �IT' WILL 601. 49.5 268 53.1 219 41.2 258 46.7 214 35.3 25B 40.7 210 30.9 268 37.2 207 27.6 258 34.9 204 24.7 258 33.4 203 20.6 268 32.2 201 258 322 201 15.6 258 32.2 201 YIELDAMINIMUMANCHOR 83 in 427 234 45.6 200 35.6 -234 39.1 195 30.5 234 34.7 192 26.7 234 31.6 189 23.7 234 29.4 186 21.4 234 2a0 184 17.8 234 29.6 183 [24.2 234 26.5 183 13.4 234 20.5 183 CAPACITY WHICH MAY BE 661n 37.2 213 39.4 183 31.0 213 33.7 179 20.5 213 29.8 176 23.2 213 27.0 173 20.0 213 25.1 170 18.0. 213 23.7 169 15.5 213 22.2 167 213 22.0 166 11.6 213 22.0 16s USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 721n 28.6 179 30.1 176 25.6 162 20.4 179 22.5 149 17.9 179 20.3 147 -15.9 179 18.7 746 ANCHOR CAPACITY TABLE. 78 in 24.1 let 25.4 �Ml.. 161 2116 137 17.4 161 14.0 135 15.2 161 17.0 133 _ 7111n ..5 152 23.5 152 19.9 131 161 152 17.5 128 Substmte: 27k.Concrete 3k Concrete I 3.5k Con.. I Hollow CMU Filled CMU PT Wood Metal Anchor - Capacity - An.hor Type: - 3116' Eton Ultrecon 1/4' Elco lllirecon 3116Do Welt Ultrecon+ 1/4' Dowell Ull2con+ 5176` Elca Ultrecon 3/16- Ell. Ultmcon 114" Elco Ukrecon 3/16' DeWall Ultrecon* 114' all Ulbacon+ I/4' SS Elco A0 mGat.r 51W Son Ultrecon 114' IS Elco A99MGator 410 Steel Screw (G5) #12 Sleel Screw (GS) #12 Steel Screw (G5) (Ibs) Edge Distance (in): 1' 2-11C 1' 2-1/2" 1' 2-Ilr 1- 2-112' 3-"a" 1' 2-11Y 1- 2-112' 2- 3-1/B- - 2' ' 0.46' 0.54" 0.324' Embedreenl(in): 13/4' 1314' 1-W4' 13/4" 1-3/4' 1314' 13/4' 1-3/4° 2' 1-1/4' - 1-114' 1-1l4' 1-114' 1-1/4- 1-1/4" 1 1-1/4- 1.114- 1 1.114- 1-114- 2- I-W 13/8' wtles 4 Anchors @ 3" Min. O.C.1(2) 20 Angle Clips / (Fig. 1): 7801bs 7B0Ibs 6801bs 15601hs - 620 U. 1260 to. 4g01bs 17401bs 1896Ibs 5401bs 5601D5 WA 760Ibs 4601bs I 7401bs I 6401bs I II601bSI 7481bs 1 880 lbs I 18921bs 6821bs BMWs 71201hs [07 A TABLE NOTES: - _ 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON.LOADING. PRODUCT- REVISED - as comp)ying with the Florida Bull -ding Code NO -No. 20-0406.08 Expiration Date 0512612026 By. ; Miami -Dade Product Control - SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.("'" ' 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. I FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. ® ® 0. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23. 2.j16" - FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. GROUT .125" 1711, 1 I 1 Ill"' •L(GENgC ��C� ��. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND -FILLED CONCRETE.BLOCK UNIT SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED (CMU) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125" - 7- i ��?�' Q: ; •.:�� ! THICK. STEEL STUDS TOBEAMINIMUM GRADE 33AND.045" THICK (18GAUGE).STRUCTURAL STEEL TOBEAT 1.26"X211'X.125"MULLION = -; No.58705 ' LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION)_ - THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 B.S. Z -1- _ z G ''77S'ONAL 0% 1E`J A. LYNN MILLER, P.E. FL P.E.# 58705 real G 16A ' Mullion Capacity Table (Ibstfe) ANCHOR CAPACITY Opening Width (for vertically -spanning mullions) or Opening Height (for hod2oritally-spar niM rriuliions) ADJUSTMENT.FORMULA: 3.26" 30 501n 601n 70 in 801n 90 In Igo In 1201n 1401n 160 In (D ANOR CAP �)X ( MULLICHON CAP.,,,a,) Rectangular Loading TrapRdang: Loading Rectangular Loading Tmp/Tdang• LoadingLoadng Rectangular Trap/Tdang. Loading Rectangular Loading. Tmp/Triang• Loading Rectangular Loading TraplTdang. Lowing RectangNar Loading Tmprrdmg. Loading Rectangular Lading Trap?clang. Lowing Recmngular Loading Tmp/Tdang. Loading Rectangular Loadng TmplTdang, Loadng DEG.AL 13AYMULL a .3 ci Aa u a d`A, r q 3 :� a a u �rc 2:. a i3 E� a a� ci a `.gI; 8 a m "r9 a.. a r:1 a �rc a u E� a a� a �rc i• .6 :2 r •a �a' 2> a E4�.a a• a� ri-� gP x ma€ 4i 8 a u r� �rc a a u Ems. x €, r5. .�2 r a 6 �@: r "� �. �� a a 6` ��. a a� .�P az 0 e= �o '.-, 2� .r d`¢ a �� r o. a. d`rc� r g €` �� a^ "� $ z.n d`a� •• 8 €£ �� a ak t .2� r a €:'s E�� r as o d`� r m 5 Eo t• aB t•� �� ,.;:• A �� E� r m� t? xg a`� -ANCHORCAP.,m 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. 478 170.0 868 170.0 506 170.0 092 170.0 619 170.0 lite 17010 521 170.0 1240 170,0 521. 170.0 1488 170.0 621 170.0 1736 170.0 521 149.1 1740 170.0 521 48 in 170.0 708 170.6 624 170.0 856 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 i70.0 680 1522 1522 170.0 680 130.5 1522 170.0 680 114.2 1522 170.0 680 OPENING; WHEN IT IS LOWER 60.6261. 170.0 747 170.0 663 170.0 896 1 170.01 631 170.0 10461 170.01 684 170.0 1195 170.0 723 170.0 1345 1 170.0 747 164.2 1443 170.0 756 136.9 1443 170.01 756 117.3 1443 170.0 750 102.6 1443 170.0 756 THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE 541n 170.0 767 170.0 612 170.0 958 170.0 691 170.0 1116 170,0 754 170,0 1275 17a.6 803 180A 1353 170.0 '837 144.3 1353 170.0 656 120.3 1353 170.0 861 103.1 1353 170.0 .861, 901 1353 170.0 861 SELECTED MULLION. ITWILL 601. 170.0 885 170.0 701. 170.0 1063 170.0 797 167.0 1218 Vag 87B 146.1 1218 170.0 944 129.9 1218 159.8 936 116.9 1218 152.1 924 97.4 t218 146.1 913 83.5 1216 146.1 913 73.1 1218 146.1 913 YIELD AMINIMUM ANCHOR CAPACITY WHICH MAYBE ' 63 In 170.0 930 170.0 745 170.0 1116 170.0 850 1502 1150 168.8 933 131-4 1150 153.0 914 116.8 1150 141.4 898 105.1 1150 134.2 885 87.6 1150 126.7 871 75.1 1150 1262 870 65.7 1150 126.2 870 USED TO QUALIFY ADDITIONAL s 66 in 170.0 974 170.0 789 152.4 1048 165.8 881 130.6 1048 146.6 884 114.3 1048 133.1 850 10L6 1048 123.4 839 91.4 1048 1 116.6 1 830 762 1048 109.4 821 65.3 1048 1082 818 57.1 1048 1082 818 ANCHOR OPTIONS FROM THE e T21n 140.6 880 147.9 764 117A 880 126.0 748 100.6 880 110.6 734 88.0 690 100.01 722 78.2 880 92.0 712 70.4 880 86.2 703 58.7 680 79.2 693 60.3 880 76.5 688 44.0 880 76.4 668 ANCHOR CAPACITY TABLE. J 76 in 119.7 790 125.1 690 99.8 790 106.4 676 85.5 790 93.3 663 74.4 790 83.9 652 1 66.5 790 76.9 643 59.9 790 71.7 635 49.9 790 65.1 624 42.6 790 1 62.1 619 37.4 790 61.5 617 g 781n 110.8 750 115.5 657 92.3 750 98.1 6" 79.1 750 85.9 632 69.2 750 77.1 621 61.5 750 70.6 612 65.4 750 65.7 605 46.2 760 59.4 594 39.6 750 56.2 1 588 34.6 750 55.5 586 90 In 72.1 563 74A ' 600 60.1 563 62.9 491 51.5 563 1 54.8 1 483 45.1 563 48.9 475 40.1 563 44.4 468 36.1 50 40.9 462 30.0 563 362 452 25.8 563 33.3 445 22.5 563 31.8 442 961s 59,4 495 81.1 443 49,5 495 51.5 435 42.4 495 44.8 421 37.1 495 39.9 421 33.0 495 . 36.1 416 . 29.7 495 33.2 409 24.8 495 29.1 400 21.2 . 495 26.6 394 18.6 495 25.0 390 1081n 41-7 391 42.6 353 34.8 391 '359 348 29.8 391 31.1 342 26.1 391 27.6 337 232 391 24-9 333 20.9 391 22.8 328 17A �391 19.7 321 14.9 391 17.8 315 III In 38.4 370 39.2 335 320 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 �370 22.8 316 19.2 370 20.9 312 16.0 370 18.1 305 120 In 30,4 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 19.0 317 19.9 278 16.9 717 1T.9 273 144 In 17.6 220 17.8 203 V - Substrate: . 2.7k Concrete 3k Concrete 3.5k Core. - Hollow CMU - Filled CMU PT Woad Metal Anchor Capacity ArcAorT TDe 3/16' Elco Ultracon 1/4' Etco Ullrecon 3116' D.Walt ultrecorff 1/4' D.N.It5/16' Mtmcon+ Elco Ullmcan 3116' Elco Uitmcon 1/4' Eke Ultmcon 3/16" De Wall Uitmcont 114- DeWalt Lillmcom 1/4- SS Elco AggmGalor 5/16' Elco Ullrecon 114- SS Etc. Agg.Gator #f0 Steel Screw (G5) #12 Steel Scraw(G5) 412 Stad Screw(GS) (Ibs) Edge Distance (in) 1' $1Ir 1' 2-112' .1 2-i/7 t` 2-1r1'31/8 1' 2-1/r 1" 2•ilr 1' 2-1/r. 1' 2-11T 7 .118' Y 0.48' 0.54" - 0.324- Embedmenten): 1-3/4' 1-3/4' 1314' f3/4- 1-W4' 13/4" 1-314- 1-3/4-1 r 1-1/4' 1-1/4' 1.1/4' 1-U4' 1-1/4' 1-1/4" - 1_114" 1.1/4' 1A/4' - 1-114' r 1-3/8' 1.316' lades 2Anchors (iy 5' Min. 0.111 (2) 2x5 Angle Clips / (Fig. tt 3901bs am Ibs 4501bs 890 lbs 310lbs 630 lbs 220lbs 8701bs 17001bs 2701bs 28 11bs 3541bs 7401bs 2301bs 3701bs 320 tbs 580 lbs 1 374 lbs 720lbs 946 lbs 341 lbs 442lbs 5W Ihs 4 Anchors ® 3.5" Min. O.C. / (2) 2k5 Angle Clips I (Fig. 2): 780 Ins 780 Ibs 790lbs 1670lbs 620lbs 12601ns 9401hs 17401bs 252516s 54010.s SBO lbs NIA 11201bs 4601bs 74016s 6401bs Its 880 lbs 1892lbs 682 lbs 885 lbs 1120 lb. 92.71'Mim O.C:/(2) N5 Angle Clips/(Fig. 3) 11201bs 1120lbs 958lbs 22461bs 9301bs 18901bs 2254 Ibs- WA 10591bs 6461bs 1110lbs 87b 8 1160I� W6Anchors 13201bs. WA, 1022 lbs 1327lbs 1680 lbs FIGURE 1: FIGURE 2: o FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENING 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 BE6063-T5 AND BEA MINIMUM OF.125" THICK. STEEL STUDS TO SE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. 30' BAY MULLION 3.250" 0 C) O PRODUCT REVISED as complying with the Florida Building Code , _ NOA-No. -20-0406.08 Expiration Date 05/26/2026 By Miami -Dade Product Control �111111111)� tCE Ll'NN4�11, No.58705 �O�'.•laT2OF (V A. LY N� 'W[111 P.E. FL P.E.# 58705 Mullion Capacity Table Ibstitz ANCHOR CAPACITY Opening Width (for verticalVsparlring mtdlions) or Opening Height (for horizontally -spanning millions) ADJUSTMENT FORMULA: 325" 45 50 in 60 in - 701n 80 in go in , 100In 120 in 1401n 160 in ANCHOR CAP.--) (DP_) X ( ) CAP.,,o,,.�. Loa_ ding TmpRdang. Loading g Rectangular Loading TrbplTdeilg. Loading Rectangular Loading 9 TmpfTdang. Loading - 9 Rectangular Loading. g. Tmprrdang. Loading Rectangular Loading 9 Trap/Tdang. Loading 9 Reclangular Loading g TraprTdang. Loading Rectangular Loading 9 TmpfTdmg. Loading 9 Reelan9uiar Loading TmplTdang. Loading g Rectangular Loading g" Tiaprrdang. LoadingMULLION DEG. AL BAY MU LL _ a•^ i> Eo R� ci o d`a: a o 2> ci a d`� a B ci E r BAN ci g - a= ds a• ci �� u 9 a��=a d`rc z: u n iu m d`a a• 5 �. o o _ d`� r 0 _ =� Zi z• 0, d`� a . � �� 2: rr a ao d`¢ z• o 0 ai s�a8 fe a ri d`¢ a• iu E� a v s9'= 0. .2 a ci _ _a•" ci m s.9 �¢ ci os U rim a d`¢ 2> ci �_�=ire 2 r ci m d`¢ x io ig .a '@ ci v d`a4' b° �� f� _ ra a d`rc x c? a"=a= R . ag a $ m err 2> ci Wig. r" ci v =a d`rr r rr s� r, ci a as d`rc =ANCHORCAP.,�, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL -PRESSURE REQUIREMENT FOR THE 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519: 170.0 1116 170.0 521 170.0 1240 170.01 521 170.0 1488 170.0 521 170.0 1735 170.0 .521 160.3 1871 170.0 521 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 680 140.3 1637 170.0 680 122.8 1637 170.0. 680 OPENING, WHEN IT IS LOWER soszsin 170.0 747 na.o 563 170.0 696 vD:o sat no.o 1946 n6.o flea 170.0 1195 n6.o 723 n9.9 1345 170.0 747 170.0 1494 7 170.0 756 1az1 5 f 5z f 70 0 7 58 . 128.1 1552 170 0 756 - i io.4 1552 170.0 756 THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE 641n 170.0 797 170.0 812 170.0 950 170.0 691 170.0 the 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 858 129.3 1455 170.0 881 110.8 1455 170.0 861 97.0 1455 170.0 set SELECTED MULLION. IT WILL , 60 in 170.0 885 170.0 701, 170.0 1053 170.0 797 170.0 1240 170.0 878 157.1 1309. 170.0 944 139.7 1309 170.0 996 125.7 13DS 163.5 994 104.8 1309 157.1 932 89.8 1309 157.1 982 78.6 1309 167.1 982 YIELD.A MINIMUM ANCHOR WHICH MAY BE 631n - 170.0 930 170.0. 745 170.0 1118 170.0 850 1829 1247 170.0 940 142.5 1247 184.5 983 128.7 1247 1526 985 114.0 1247 144.3 952 95.0 7247 138.2 936 81.4 1247 .135,7 935 71.3 -1247 135.7 935 CAPACITY USED TO QUALIFY ADDITIONAL �. 63 in 170.0 974 170.0 789 170.0 1169 170.0 903 148.4 1190 103.7 965. 129.9 119E 147.8 945 115.4 1190 130.5 928 103.9 1190 123.4 914 86.6 JIM 119.5 896 74.2 1ts0 118.1 893 64.9 1190 118.1 893 ANCHOR OPTIONS FROM THE e 721n 161.E taro 169.E 877 136.7 1010 144.8 859 115.4 1010 12i3 842 101.0I .T 828 ass iota 105.8 eti 80.8 faro 88.9 807 87.3 1010 90.8 7g5 5L7 1010 87.8 . 790 sos taro ea7 789 ANCHORCAPACITYTABLE 76In 137.4" 908 143.8 782 114,5 906 122.0 775 88.1 908 107.1 781 85.9 749 76.3 g08 88.2 738 '68.7 906 62.3 729 57.3 908 74.7 718 49.1 90B 71.2 7f0 428 906. 70.8 708 g 781n. 727.1 861 132.5 754 105,9 881 112,5 736 g0,8 ,881 98.6 725. 79.4 718 748 861 81s 703 83.8 881 75.4 694 53.0 881 68.1 681 45.4 881 84,5 675 39.7 861 83.7 672 90In 827 646 85.4 574 68.9 648. 721 564 58.1 fi46 82.9 554 51.71 545 46.0 646 50.9 537 41.4 646 4T.0 530 34.5 fi46 '41.5 519 29.5 646 38.2 511 25.9 848 36.5 507 88 in 88.2 566 70.1 508 58.8 588 59.1 499 48.7 588 51.4 491 4268 48] 37.9 568 41.4 476 34.1 5fi8 38.1 470 28.4 568 33.4 458 24.3 568 30.5 452 21.3 568 28.7 447 lost. 47.9 449 48.9 405 39.9 449 41.2 399 34.2 449 35.7 393 29.97 367 26.6 446 28.6 382 23.9 449 26.1 377 20.0 449 22,7 363 17A 449 20.4 361 i5.0111 in 441 425 45.0 385 38.8 425 37.9 379 31.5 425' 32.8 373 27.61 387 24.5 425 M.2 362 22.1 425 24.0 358 18.4 425 20.7 350 15.8 425 18,8 343304 35.5 331 29.1 364 29.8 326 24.9 364 25.8 321 21.88 317 19.4 364 20.5. 313 17.5 364 18.7 309 144 to 20.2 253 20.4 233 16.8 253 17.1 230 Substrate: 27k Concrete 3k Concrete Hot]-CMU - _ Filed CMU PT Wood Metal Anchor Capacity(I65) AnchorType: We" Elco Ulm- IM" Elco ultra- 3116' DeWalt Ullne-* 114' D.Well _ Ullmconr 311fi Eleo Ultrecan 114' El.. Ulm- 3116' DeWall Ullmcont 1W De Wall Nlmcona 114' SS Elco AgirreGalor 5/16' Elco Ulttacon 114' S3 Eico AggraGalor ribSteel Scmw(G5) #12 Steel Scve (G5) 912 Steel Screw(G9) Edga Distance (n): 1' 2-1/2' 1' 2-1rr 1'" - 2-1/Y 1' 2-11Y 1' 2-11Y 1'240 '1'2-1Y1 1' 2-1W Y 3.11w 2' 0.48' 0.W 0.324- Embedment (in1: 1-3I4' 1.314' 1-W4' 1-&4' 1.314" 1�314' 1-314' - 1-3/4'1-1l4' jult.o. t-114' 1-1/4' 1414" t-t/4' 1-i/4" 1-114' 1-1/4' 1-1/4' 1-t/4' 2' 7-3/8' 13/8' vad. 2 Anctwm@S Min. O.C./(2) 2x5 Angle Clips/(Rg. 1r 3901bs 3901be 4501bs 890lbs 3101bs 630lbs 220 IN 8701be 270IN 280lbs 354lbs 7401bs 230IN 3701ha 320Ibs SBOIhs 3741be 7201hs 9461bs 341 IN 442lbs4 Anctars®3.S Min. O,C. ! (2) 2x5 Angle Clips ! (FIg.Y): 7801bs 7801bs 7901bs 1670Ihs 62DIlis 126DIbs 44016s 1740 Ihs 540IDS 5801M NlA 11201M 4601bs 7401tu B40 Ibs 11801hs 7481hs 8801tis 18921hs 6821bs 8851bs 11201bs 6 Anchom Q 2.71" Min, O.G. ! (2)2x5 Angle Clips / (Fig. 3t 1120 IN 1120lbs 9581hs 22481bs 930 Ica 1690IN 6481bs 25981be WA 8401bs WA 10591bs 6481bs 1110Ibs 0791hs 16TB Ihs WA -13201bs WA 10221bs 13271bs 16801bs FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. I - TABLE NOTES 1) SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ' 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301. SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH'AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5AND BEA MINIMUM OF,125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL.STEELTO BEAT LEAST .126" 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. 20-0406.08 Expiration Date 05/26/2026 By O- Miaml-Dade Product Control J4• : No. 50705 0 F40RIOP,.••• %S/01VAL E%a�'\��• A. &t4NIMIILL1!iA P.E. FL P.E.# 58705 .375" MIN. II STANDARD CLIP 2.000" 6063-T6ALUM. XSECTION I 125" 5.500" CUT HERETO .37: 3.125"-{ CREATE F-CUP. SEE MIt _ DETAIL F; SHEET4 I I I I I A L_ C STANDARD CLIP 6063•T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPMEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE: MAXIMUM ANCHOR HOLE �OIAMETE.R: ANCHOR DIAMETER+1116'. 5:500" .375" .375" MIN: MIN. -----------r-------- ----- I I I I I I i I '---I---�-D i B 1 C OFFSET CLIP 125" 6063-T6 ALUM. I TOPMEW I 2.125" U-CUP I 6063-T6 ALUM. XSECTION 125'J -1 .7401, F^ � I "MIN: IN:A 5338 U-CLIP 6063-T6 ALUM. TOPVIEW ZNTEROFANCHOR LEMUSTUE THIN THE DASHED BOUNDARY. SEE 'SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". TABLE B J 1-1.000"-I -�•1 1.000" r- e o p F�1.266"--I A A Reg .125" I E3 °8s 2.750" .125" 3.12V' .125" .125" 2.116" N .265' .126' CO) • " .500" r O - - 1"X 2.75"X.850"MULLION 1"X3.125"X.5"MULLION 1.25"X 3.188"X265"MULLION 1.26" X 2.11"X.125" MULLION 6063-T6 ALUM. 6063-T6 ALUM. 6053-T6 ALUM. 6063-T6 ALUM. , Q X-SECTION - X-SECTION X-SECTION X-SECTION LU O n Cl) Ir-'i I--.125" - 2X5 ANGLE CLIP 6063-TS ALUM. 2.000" XSECTION 125" I .375" MIN. I- -------� ------- _------------ 2X5 ANGLE CLIP 6063-T8 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 I Std. Clip Offset Clip U-Cllp Angle Cllp 1" X 2" X .125" (5) 66605 666113M 6661118M 666243M 666511 M V X 2" X .375" (6) 666006 666114M 6661119M 666244M 666512M 1" X2.76" X.375" (7) 66607 666115M 6661120M 666245M 666513M 1" X2.75" X.650" (8) 66608 666116M 6661121M 666246M 666514M - 1" X3.125" X.500" (9) 66637M 6661116M 6661114M 666242M 666515M 1.26' X3.1BB" X.265" (12) 66641 6661117M 6661113M 666241M I 666516M 1.26" X2.11" X.125" (18) 69370 WA WA WA 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9. 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. TABLE A 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 1" X2" X.375° Aluminum Tube Mullion B 2.404 C 0.635' 0.490 1.B753.000 1°:X2.75"" X 375 Aluminum Tube Mullion MA 0.757 1.116 1.312 1" X2.75" X .650" Aluminum Tube Mullion B - 3.000 C 0.476 D 0.836 A 2.000 . 1X 3.125° X 500' Alum Tube Mull . B • 2.637 C 0.863 D 1.137 A 1 2.625 1,25° X 3.188" X.265" Alum Tube Mull B - 3.262 C 0.862 D 1.762 1.26'X2.11"X A 1.813 .121" Alum Tube Mull PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date 05126/12026 By Mlaml-Dade Product Control ' LYNA, ` ��• • �tceNSF •; �ll�� ,� No. 56705 , Cam -_ STATE OF A. LY�ItSIMILL�, P.E. FL P.E.# 58705 1.25' X 3.25" X .100" 1.25" X 3.25" X .624" MULLION MULLION 6005-T5 ALUM. 6005-15 ALUM. XSECTION XSECTION 2.661" -.-125" 130* BAY MULLION ' /. Q .125" STANDARD CLIP 2.000" 6063-T6 ALUM X-SECTION I .125 740" I 2.125" U-CLIP I 6063-TB ALUM. r X-SECTION .125"-1 1" X 4" X .375" 5,600" -P-MULUON CUTHERETO 6063-T6 ALUM. - 3.125' .375" X,-SECTION .375 '� -CREATE F-CLIP, SEE MIN. I DETAIL F, SHEET4 t25 2.875- " 3.09, STANDARD CUP4" ..'Ti, ALUM WENTIER OF ANCHOR HOLE MUST LIE TOPVIEW --1 .820" F- THNTHE DASHEDBOUNDARY. SEE F 1.25" X 3.94" X .624' SHEETS 10-17 FOR THE ANCHOR O.C. MULLION DISTANCE. MAXIMUM ANCHOR HOLE 8005-TS ALUM. _DIAMETER:.ANCHOR DU\METER+1118'. XSECTION \ .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 1 I I I 1 I I 1 I I H I I I I OFFSET CLIP 6063-T6 ALUM. TOPVIEW 2X5 ANGLE CLIP 2.006 6063-T6 ALUM. LXSECTION 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 (THIN 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 (1n)l For Mullion: F E2.430 1" X4" X G .125' H Aluminum 1 Tube Mullion F 1' X4" X G .3757 H Aluminum 1 Tube $ "T' 1.25"X3.25" G 0.750 X.100' H- 1.500 Aluminum 13.250 Tube Mullion TGRI E T1 --- -------- I I� i I I I I I I -I, I I I I I I I I I I 1 I L_____________________� TABLE C, CONT. Dimension Value (In) For Mullion: F 1.938 1.25' X3.25': G 0.500 X.624" H . -1.438 Aluminum, I ' 3.250 Tube Mullion F 2.625 1.25" X3.94' G .1.125 X.624" ' - H 1.500 Aluminum 1 3.260 Tube Mullion F 2.813 30" BayMull F . 2.875 45' Bay Mull MIN. 2X5 ANGLE CUP 6663-T6 ALUM, TOPVIEAI Mull Dimension PGTPart# (sheet#) Mullion Sid. Clip Offset Clip U-Clip jAngIeCIIp 1'X4'X.125'(10) 69364 666111M 6661122M 666241M 666518M 1' X 4' X.375'(11) 66610 666112M 6661123M 666242M 666519M 1"X4"X.375'-T'(11) _66653 666112M 6661123M 666242M 666519M 1.25" X3.25" X.10T (13) 20160120312 6661127M 6661124M 6662410M 6665116M 1.25- X 3.2S X.624" (14) 20161120315 6661128M 6661125M 6662411 66665116M 20162 6601117M 6661126M 666241M 666517M 30 Degree (19) 66649 WA WA WA W65110M 45 Degme (20) j 66650 WA NIA I WA I 6665111M oFF8 'cmllo cv M ® V W W 2 r. PRODUCT REVISED as complyingwith_the Florlda. Building Code NCA-No. 20-0406.08 Expiration Date 05/26/2026 By- I . Z_ _i Mlaml-Dade Product Control •LICENSE'• <, No. 58705 C) � � '•.FCORIDP.••'• \�'� l�1111 11 A. LYNN MILLER111, P.E. FL P.E.# 58705 ALUM X-SECTION I .125 740" I 2.125" U-CLIP I 6063-TB ALUM. r X-SECTION .125"-1 1" X 4" X .375" 5,600" -P-MULUON CUTHERETO 6063-T6 ALUM. - 3.125' .375" X,-SECTION .375 '� -CREATE F-CLIP, SEE MIN. I DETAIL F, SHEET4 t25 2.875- " 3.09, STANDARD CUP4" ..'Ti, ALUM WENTIER OF ANCHOR HOLE MUST LIE TOPVIEW --1 .820" F- THNTHE DASHEDBOUNDARY. SEE F 1.25" X 3.94" X .624' SHEETS 10-17 FOR THE ANCHOR O.C. MULLION DISTANCE. MAXIMUM ANCHOR HOLE 8005-TS ALUM. _DIAMETER:.ANCHOR DU\METER+1118'. XSECTION \ .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 1 I I I 1 I I 1 I I H I I I I OFFSET CLIP 6063-T6 ALUM. TOPVIEW 2X5 ANGLE CLIP 2.006 6063-T6 ALUM. LXSECTION 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 (THIN 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 (1n)l For Mullion: F E2.430 1" X4" X G .125' H Aluminum 1 Tube Mullion F 1' X4" X G .3757 H Aluminum 1 Tube $ "T' 1.25"X3.25" G 0.750 X.100' H- 1.500 Aluminum 13.250 Tube Mullion TGRI E T1 --- -------- I I� i I I I I I I -I, I I I I I I I I I I 1 I L_____________________� TABLE C, CONT. Dimension Value (In) For Mullion: F 1.938 1.25' X3.25': G 0.500 X.624" H . -1.438 Aluminum, I ' 3.250 Tube Mullion F 2.625 1.25" X3.94' G .1.125 X.624" ' - H 1.500 Aluminum 1 3.260 Tube Mullion F 2.813 30" BayMull F . 2.875 45' Bay Mull MIN. 2X5 ANGLE CUP 6663-T6 ALUM, TOPVIEAI Mull Dimension PGTPart# (sheet#) Mullion Sid. Clip Offset Clip U-Clip jAngIeCIIp 1'X4'X.125'(10) 69364 666111M 6661122M 666241M 666518M 1' X 4' X.375'(11) 66610 666112M 6661123M 666242M 666519M 1"X4"X.375'-T'(11) _66653 666112M 6661123M 666242M 666519M 1.25" X3.25" X.10T (13) 20160120312 6661127M 6661124M 6662410M 6665116M 1.25- X 3.2S X.624" (14) 20161120315 6661128M 6661125M 6662411 66665116M 20162 6601117M 6661126M 666241M 666517M 30 Degree (19) 66649 WA WA WA W65110M 45 Degme (20) j 66650 WA NIA I WA I 6665111M oFF8 'cmllo cv M ® V W W 2 r. PRODUCT REVISED as complyingwith_the Florlda. Building Code NCA-No. 20-0406.08 Expiration Date 05/26/2026 By- I . Z_ _i Mlaml-Dade Product Control •LICENSE'• <, No. 58705 C) � � '•.FCORIDP.••'• \�'� l�1111 11 A. LYNN MILLER111, P.E. FL P.E.# 58705 1" X 4" X .375" 5,600" -P-MULUON CUTHERETO 6063-T6 ALUM. - 3.125' .375" X,-SECTION .375 '� -CREATE F-CLIP, SEE MIN. I DETAIL F, SHEET4 t25 2.875- " 3.09, STANDARD CUP4" ..'Ti, ALUM WENTIER OF ANCHOR HOLE MUST LIE TOPVIEW --1 .820" F- THNTHE DASHEDBOUNDARY. SEE F 1.25" X 3.94" X .624' SHEETS 10-17 FOR THE ANCHOR O.C. MULLION DISTANCE. MAXIMUM ANCHOR HOLE 8005-TS ALUM. _DIAMETER:.ANCHOR DU\METER+1118'. XSECTION \ .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 1 I I I 1 I I 1 I I H I I I I OFFSET CLIP 6063-T6 ALUM. TOPVIEW 2X5 ANGLE CLIP 2.006 6063-T6 ALUM. LXSECTION 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 (THIN 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 (1n)l For Mullion: F E2.430 1" X4" X G .125' H Aluminum 1 Tube Mullion F 1' X4" X G .3757 H Aluminum 1 Tube $ "T' 1.25"X3.25" G 0.750 X.100' H- 1.500 Aluminum 13.250 Tube Mullion TGRI E T1 --- -------- I I� i I I I I I I -I, I I I I I I I I I I 1 I L_____________________� TABLE C, CONT. Dimension Value (In) For Mullion: F 1.938 1.25' X3.25': G 0.500 X.624" H . -1.438 Aluminum, I ' 3.250 Tube Mullion F 2.625 1.25" X3.94' G .1.125 X.624" ' - H 1.500 Aluminum 1 3.260 Tube Mullion F 2.813 30" BayMull F . 2.875 45' Bay Mull MIN. 2X5 ANGLE CUP 6663-T6 ALUM, TOPVIEAI Mull Dimension PGTPart# (sheet#) Mullion Sid. Clip Offset Clip U-Clip jAngIeCIIp 1'X4'X.125'(10) 69364 666111M 6661122M 666241M 666518M 1' X 4' X.375'(11) 66610 666112M 6661123M 666242M 666519M 1"X4"X.375'-T'(11) _66653 666112M 6661123M 666242M 666519M 1.25" X3.25" X.10T (13) 20160120312 6661127M 6661124M 6662410M 6665116M 1.25- X 3.2S X.624" (14) 20161120315 6661128M 6661125M 6662411 66665116M 20162 6601117M 6661126M 666241M 666517M 30 Degree (19) 66649 WA WA WA W65110M 45 Degme (20) j 66650 WA NIA I WA I 6665111M oFF8 'cmllo cv M ® V W W 2 r. PRODUCT REVISED as complyingwith_the Florlda. Building Code NCA-No. 20-0406.08 Expiration Date 05/26/2026 By- I . Z_ _i Mlaml-Dade Product Control •LICENSE'• <, No. 58705 C) � � '•.FCORIDP.••'• \�'� l�1111 11 A. LYNN MILLER111, P.E. FL P.E.# 58705 .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 1 I I I 1 I I 1 I I H I I I I OFFSET CLIP 6063-T6 ALUM. TOPVIEW 2X5 ANGLE CLIP 2.006 6063-T6 ALUM. LXSECTION 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 (THIN 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 (1n)l For Mullion: F E2.430 1" X4" X G .125' H Aluminum 1 Tube Mullion F 1' X4" X G .3757 H Aluminum 1 Tube $ "T' 1.25"X3.25" G 0.750 X.100' H- 1.500 Aluminum 13.250 Tube Mullion TGRI E T1 --- -------- I I� i I I I I I I -I, I I I I I I I I I I 1 I L_____________________� TABLE C, CONT. Dimension Value (In) For Mullion: F 1.938 1.25' X3.25': G 0.500 X.624" H . -1.438 Aluminum, I ' 3.250 Tube Mullion F 2.625 1.25" X3.94' G .1.125 X.624" ' - H 1.500 Aluminum 1 3.260 Tube Mullion F 2.813 30" BayMull F . 2.875 45' Bay Mull MIN. 2X5 ANGLE CUP 6663-T6 ALUM, TOPVIEAI Mull Dimension PGTPart# (sheet#) Mullion Sid. Clip Offset Clip U-Clip jAngIeCIIp 1'X4'X.125'(10) 69364 666111M 6661122M 666241M 666518M 1' X 4' X.375'(11) 66610 666112M 6661123M 666242M 666519M 1"X4"X.375'-T'(11) _66653 666112M 6661123M 666242M 666519M 1.25" X3.25" X.10T (13) 20160120312 6661127M 6661124M 6662410M 6665116M 1.25- X 3.2S X.624" (14) 20161120315 6661128M 6661125M 6662411 66665116M 20162 6601117M 6661126M 666241M 666517M 30 Degree (19) 66649 WA WA WA W65110M 45 Degme (20) j 66650 WA NIA I WA I 6665111M oFF8 'cmllo cv M ® V W W 2 r. PRODUCT REVISED as complyingwith_the Florlda. Building Code NCA-No. 20-0406.08 Expiration Date 05/26/2026 By- I . Z_ _i Mlaml-Dade Product Control •LICENSE'• <, No. 58705 C) � � '•.FCORIDP.••'• \�'� l�1111 11 A. LYNN MILLER111, P.E. FL P.E.# 58705 TABLE C Dimension Value (1n)l For Mullion: F E2.430 1" X4" X G .125' H Aluminum 1 Tube Mullion F 1' X4" X G .3757 H Aluminum 1 Tube $ "T' 1.25"X3.25" G 0.750 X.100' H- 1.500 Aluminum 13.250 Tube Mullion TGRI E T1 --- -------- I I� i I I I I I I -I, I I I I I I I I I I 1 I L_____________________� TABLE C, CONT. Dimension Value (In) For Mullion: F 1.938 1.25' X3.25': G 0.500 X.624" H . -1.438 Aluminum, I ' 3.250 Tube Mullion F 2.625 1.25" X3.94' G .1.125 X.624" ' - H 1.500 Aluminum 1 3.260 Tube Mullion F 2.813 30" BayMull F . 2.875 45' Bay Mull MIN. 2X5 ANGLE CUP 6663-T6 ALUM, TOPVIEAI Mull Dimension PGTPart# (sheet#) Mullion Sid. Clip Offset Clip U-Clip jAngIeCIIp 1'X4'X.125'(10) 69364 666111M 6661122M 666241M 666518M 1' X 4' X.375'(11) 66610 666112M 6661123M 666242M 666519M 1"X4"X.375'-T'(11) _66653 666112M 6661123M 666242M 666519M 1.25" X3.25" X.10T (13) 20160120312 6661127M 6661124M 6662410M 6665116M 1.25- X 3.2S X.624" (14) 20161120315 6661128M 6661125M 6662411 66665116M 20162 6601117M 6661126M 666241M 666517M 30 Degree (19) 66649 WA WA WA W65110M 45 Degme (20) j 66650 WA NIA I WA I 6665111M oFF8 'cmllo cv M ® V W W 2 r. PRODUCT REVISED as complyingwith_the Florlda. Building Code NCA-No. 20-0406.08 Expiration Date 05/26/2026 By- I . Z_ _i Mlaml-Dade Product Control •LICENSE'• <, No. 58705 C) � � '•.FCORIDP.••'• \�'� l�1111 11 A. LYNN MILLER111, P.E. FL P.E.# 58705 TGRI E T1 --- -------- I I� i I I I I I I -I, I I I I I I I I I I 1 I L_____________________� TABLE C, CONT. Dimension Value (In) For Mullion: F 1.938 1.25' X3.25': G 0.500 X.624" H . -1.438 Aluminum, I ' 3.250 Tube Mullion F 2.625 1.25" X3.94' G .1.125 X.624" ' - H 1.500 Aluminum 1 3.260 Tube Mullion F 2.813 30" BayMull F . 2.875 45' Bay Mull MIN. 2X5 ANGLE CUP 6663-T6 ALUM, TOPVIEAI Mull Dimension PGTPart# (sheet#) Mullion Sid. Clip Offset Clip U-Clip jAngIeCIIp 1'X4'X.125'(10) 69364 666111M 6661122M 666241M 666518M 1' X 4' X.375'(11) 66610 666112M 6661123M 666242M 666519M 1"X4"X.375'-T'(11) _66653 666112M 6661123M 666242M 666519M 1.25" X3.25" X.10T (13) 20160120312 6661127M 6661124M 6662410M 6665116M 1.25- X 3.2S X.624" (14) 20161120315 6661128M 6661125M 6662411 66665116M 20162 6601117M 6661126M 666241M 666517M 30 Degree (19) 66649 WA WA WA W65110M 45 Degme (20) j 66650 WA NIA I WA I 6665111M oFF8 'cmllo cv M ® V W W 2 r. PRODUCT REVISED as complyingwith_the Florlda. Building Code NCA-No. 20-0406.08 Expiration Date 05/26/2026 By- I . Z_ _i Mlaml-Dade Product Control •LICENSE'• <, No. 58705 C) � � '•.FCORIDP.••'• \�'� l�1111 11 A. LYNN MILLER111, P.E. FL P.E.# 58705 MIN. 2X5 ANGLE CUP 6663-T6 ALUM, TOPVIEAI Mull Dimension PGTPart# (sheet#) Mullion Sid. Clip Offset Clip U-Clip jAngIeCIIp 1'X4'X.125'(10) 69364 666111M 6661122M 666241M 666518M 1' X 4' X.375'(11) 66610 666112M 6661123M 666242M 666519M 1"X4"X.375'-T'(11) _66653 666112M 6661123M 666242M 666519M 1.25" X3.25" X.10T (13) 20160120312 6661127M 6661124M 6662410M 6665116M 1.25- X 3.2S X.624" (14) 20161120315 6661128M 6661125M 6662411 66665116M 20162 6601117M 6661126M 666241M 666517M 30 Degree (19) 66649 WA WA WA W65110M 45 Degme (20) j 66650 WA NIA I WA I 6665111M oFF8 'cmllo cv M ® V W W 2 r. PRODUCT REVISED as complyingwith_the Florlda. Building Code NCA-No. 20-0406.08 Expiration Date 05/26/2026 By- I . Z_ _i Mlaml-Dade Product Control •LICENSE'• <, No. 58705 C) � � '•.FCORIDP.••'• \�'� l�1111 11 A. LYNN MILLER111, P.E. FL P.E.# 58705 oFF8 'cmllo cv M ® V W W 2 r. PRODUCT REVISED as complyingwith_the Florlda. Building Code NCA-No. 20-0406.08 Expiration Date 05/26/2026 By- I . Z_ _i Mlaml-Dade Product Control •LICENSE'• <, No. 58705 C) � � '•.FCORIDP.••'• \�'� l�1111 11 A. LYNN MILLER111, P.E. FL P.E.# 58705 TART F F Mull Dimension (sheet#) PGT Part# Mullion Std. Clip U-Clip Angle Clip 2" X4" X.25" (16) 66602 666261M 666271M 666511214 2' X 6' X .25" (17) 66604, 666262M I 666272M 6665113M TI [—.125" STANDARD CUP 6063-TS ALUM . - - 2,000" I XSECTION NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING 1 '125 DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE'LOCATIONS. 1 A90" 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS: . CUT HERETO - 2.000" 3.500". CREATE F-CUP, .375" 'C _ SEE DETAIL F. r .375" MIN. SHEE74 MIN. r-------- I I ------ I -------� I I . 4.000" - I I I I I I I I I — - - —1- 3.438" 250„ 2'.X 4'X.25" U21. MULLION 1 1 6063 T6 ALUM. XSECTION I I I. I L- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE . 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY SEE TOPVIEW f--2.000"--j 2' X 6" X .25" MULLION 6053-T6 ALUM- XSECTION U-CLIP 2.125" I 6063-TS ALUM. X-SECTION .125" T S. 375" I + 3.438" i U-CLIP, 6063-T6 ALUM. SHEETS 16.17 FOR THE ANCHOR O.C. / I ZZ DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1116". / CENTER OF ANCHOR HOLE MUST LIE LL WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. 5.500" CUT HERE TO DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116" .37 MIN' 3.500"^{ 'CREATE F-CLIP, - SEE S D I r_ SETAIL F, EE ET Q— I I I I I I I I I L I I I I I I i I I _______ I I I _______� I I I I I I I I I I I I I I I I I I I 5.4' 4.688" I - STANDARD CLIP 6063-T6 ALUM. TOP VIEW Ir-^I i—.125" 2X5 ANGLE CLIP 6063-TB ALUM. 2.000" XSECTION 12V �5,000" .375" -MIN. f------------------=--1 1 I 1 I I I I I I I rt I ------- I I 3.439' I I I 375' I 1 MIN. 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. - DISTANCE, MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1116'. 375" I I 1 I I I .I I I I` 1 I I 1 I 1 I I I I I I I " I I I 8" - 5.438"' I I I I l I I L--------------------- J_ U-CUP 6063-TB ALUM, USED FOR 2" X 6" MULLION, SHEET 17 TOPVIEW 2X5 ANGLE CUP 6063•T6 ALUM. TOPVIEW MIN. PRODUCT REVISED as complying with the Florida Building Code NOA-Na. 20.0406.08 Expiration Date 05/26/2026 By , Miami -Dade Product Control _ * No. 58705 /u I i �s '•F4ORION,. NzG :� A. NWINAILL��, P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION- THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-114". THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSF. w @ n NO ANCHORS IN HEAD, 1) INITIALLY ASSUMING THAT A I" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1"=65". REFERENCING SHEET 25, THE COLUMN USING - r, 81 gin 2s --- RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAMEDEPTH OF 2-1/4" AND WILL MEET OR EXCEED THE REQUIRED w ro o>; DESIGN PRESSURE OF+60.0/-60.0PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. a= T'_a8a8F9 0 -SEE SEE . FROM TABLE 3A, SHEET 7, THE 1"X 2.76" X .375" MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. Fr rBY `� PRODUCT'S SHEETS qqE O' APPROVAL 2-3 0'' 4� FROM TABLE 4A; SHEET 8, THE 1"X 2.75" X .650" MULLION (LENGTH = 72", OPENING WIDTH = 70-1 HAS A DESIGN PRESSURE OF+172.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE O 7' OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636. LBS. MULLION - - 04 LENGTH - 2) USE TABLE 4870 FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.. BOTH. THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5W ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. Z w N m W DErnas, 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL O _ �/ SHEETS _ APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE -/ - In z-3 Cn INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. •a. ;; j � � H IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY,. LU 'O o NO ANCHORS I IN WNDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: In 0 ' , W 3r--I I--Mu�lvinOni. .. 636 LBS ~ Z. --I (60 PSF) X ( > = 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) OPENING WIDTH 12.7PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-31r. THE OPENING REQUIRES'A - - , 60 DESIGN PRESSURE OF+50.01-55.0 PSF. - _J a �Z c- N FOR THE VERTICAL MULLION: Z ¢ N N 1) INITIALLY ASSUMING THATA 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, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/W AND WILL co LU $ d O O EXAMPLE 2: MULTIPLE MULLIONS 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. 5 J SEE DETAILS, FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF O LU MULL W DTH_ I I— SHEETS 2.3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q U) O FROM TABLE 12A, SHEET 16, THE 2" X 4-X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF+/-84.7 PSF WHICH EXCEEDS THE REQUIREMENTS a W Z O ' FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. s, . .0 xO SEJE SEE 32' FENESTDETAILS, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36'+2"=74, NOT 73" AS PREVIOUSLY g PRODSHEETS ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN PRODUCT REVISED APPR2� THE 73"DIMENSION (35-1/2"+35-1l2"+2"=73"). as camp[yIng with the Florida _ 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED Building Code -� I i NOA-No. 20-0406.08 VERTICALJ CONCRETE HEADERAND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUSTBE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION ` - - USING THE STANDARD CLIP WI H (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2 1& GNES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER; AND Expiration Date 05126/2026: LENGTH -SEE SEE THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. �•�,�,.••,- S. DETAILS, DETAIL E, B OPENING SHEETS 2-4 SHEET 3 FOR THE HORIZONTAL MULLIONS: Y Mlamt-Dade Product Control HEIGHTFOR 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 HORIMULLION TYPE COULD BE CHOSEN, MULLION 7- 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET25, THE COLUMN USING TRAPEZOIDALRRIANGULAR LOADING MAY BE USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X.250" MULLION (@ LENGTH = 42", OPENING HEIGHT= 120') HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. - SEE DETAILS, 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" SHEETS WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO. MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH 2� (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FORTHE REQUIRED ANCHOR CAPACITY OF 521 LBS. ��`� N1 LYAIA/ E.PE HORIZ, 3V HORZ4) 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 SHOW$ THE ANCHORULLENGTH�MULLLENGTH CAPACITY IS 1074LBSWHEN USING 3ANCHORS,WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THENING WIDTH FOR VERTICAL MULL j ANCHOR TYPE IS A #12 STEEL SCREW. - No. 58705 FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/.64.7 PSF FROM THE VERTICAL MULLION; - -0 - +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; ••; =Z O +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). O� •.• ATE F ' •(V�` j THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. i�`s'••FCORIDP.••'•\_� 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 A. L1�IGfd MILL'f='I�, P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.# 58705 nVol LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION ' WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOAD)NG OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION rrz1�/ HINGED DOOR 1� C i IN p/ G/ I I FT LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I I I ' I I i EXAMPLES OF TRAPEZOIDALlTRIANGULAR LOADING: LOADING OF HORIZONTAL MULLION PW PW LOADING OF (2) HORIZONTAL MULLIONS �Fsi p ;i; /II// III / � F LOADING OF VERTICAL MULLION HINGED DOOR LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1- W (0; W m o No PW m o 0 W z W p � tY Q ¢ 00 Os ZmOsO SH/DH �5 Im1fx o Q 4 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date 05/26/2026 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION - NOTES: LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1- W (0; W m o No PW m o 0 W z W p � tY Q ¢ 00 Os ZmOsO SH/DH �5 Im1fx o Q 4 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date 05/26/2026 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION - NOTES: By 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 �Y AI/V,, BE DETERMINED, USE PW RECTANGULAR LOADING. �� Q�Y ` ��.•'"y10EN,%' 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. .No. 58705 OF LOADING OF HORIZONTAL A. YN�G.E='R�� E. MULLION FL P.E.# 58705