Loading...
HomeMy WebLinkAboutNOA Aluminum Tube MullionA§ ryq _'a MIAMI•DADEREVYEWE® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION COD, COMPL'ANC� 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECOaTuC Q gq-ry Miami, FL 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA)®cc www.miamidade.Eov/economy CGI Windows and Doors, Inc. 3780 W 104 Street Hialeah, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within'their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this .product or material fails to meet the requirements of the applicable building code. This product is approved as describedherein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "CGI Heavy Duty" Clipped Extruded L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision D dated 06/26/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and. following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has. been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. - ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may. be displayed in advertising literature. _ If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 17-0630.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. FILE ®®F� The submitted documentation was reviewed by Sifang Zhao, P.E. LP" �f NOA No. 20-0406.08 MIAM!'DADE C011PVTx "' 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.s 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 2.02-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition and with FBC 611 Edition (2017), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. . F. STATEMENTS 1. Statement Letter conformance to FBC 5th Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, RE 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Private Labeling Agreement document in conformance to Product Control guidelines dated 02/15/16 signed by Mario Ferrucci III. G. OTHERS 1. None. •. Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.08 Expiration Date: May 26, 2026 Approval Date: August 20, 2020 E - 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE 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 611 Edition (2017) and with FBC 7th Edition (2020) 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 6` Edition (2017) and FBC 71h 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 1. 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 FOPENING WIDTH FOR VERTICALMULL— MULLIONS / '—'� SEE DETAILS A-D,G,H; SHEETS 24 i ii /1 SEE DETAILS I I/ A THRU G; / SHEETS 2.4 1\ \ _ i II J VERT. MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES To BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. / 11 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND IEEDETAIlS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER A SHEET c; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN _.I I SHEETS 24 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY, I / OPENING /BEE DETAILS HORIZONTAL A-D.G,H; MULL SHEETS 24 LENGTH • H..."TAL. MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL F^—OPENING VADT" LENGTH I— Y OPENING MULL HEIGHT LENGTH i Y L L SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. FOR HORIZONTAL _ SEE DETAIL E. MULL SHEET3 FENESTRATION PRODUCTS MAY CBE OFANY TYPE MUSTBE MANUFACTURED BY CGL I---HORIZ. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S) 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT' AS APPROPRIATE. FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE TEST REPORTS: FTL-6443; ELCO ULTRACON, DEWALT/ELCO AGGRE-GATOR, DEWALTULTRACON+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 ONLYTO BE USED WITH PGTI FENESTRATION PRODUCTS. 10) MULUONS 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:' 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. GENERAL NOTES ........................... 1 INSTRUCTIONS ............................... 1 ELEVATIONS ................................... 1 MULLTO 2X WOOD ........................ 2 MULL TO IX&MASONRY............_ 2 INSTALLATION NOTES .................. 2 MULL TO MASONRY .._.... _............. 3 MULL TO STEEL STUD .....:............. 3 MULL TO MULL ............................... 3 ALTERNATATE CLIPS.....................4 BAY MULL INSTALLATION..............4 1 X 2 X .125 MULL SPECS ............... 5 1 X 2 X .375 MULL SPECS...............6 A X 2.75 X.375 MULL SPECS ........ ... 7 1 X 2.75 X .BS 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 X4 X.375 "i MULL SPECS........ 11 1.25 X 3.188 X .265 MULL SPECS... 12 125 X 3.25 X .100 MULL SPECS..... 13 1.25 X 3.25 X .624 MULL SPECS..... 14 1.25 X 3.94 X .624 MULL SPECS..... 15 2 X 4 X.25 MULL SPECS .............•.. 16 2 X 6 X .25 MULL SPECS ................ 17 126 X 2.11 X .125 MULL SPECS.... 18 30" X 325 BAY MULL SPECS......... 19 45" X 3.25 BAY MULL SPECS......._ 20 MULLION & CUP DIMENSIONS__ 21-23 EXAMPLES i & 2..............................24 LOADING EXAMPLES ...................... 25 - 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR'TRIANGULAR/TRAPEZOIDAL% • ' OPENING A) FIND THE CHOSEN MULLIONS MULLION CAPACITY (LBS/FP) FROM TABLES 1ATHROUGH 16A,,ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING HEIGHT FOR THE MULLION TYPE, LENGTH AND OP WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE HORILENING VERT. FTr) .MULLION CAPACITY (LBSIM) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FOR THE OPENING OBTAINED IN' - MULL MULL STEP 1). LENGTH 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE L REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. OPENING 1DTH FOR VERTICAL MULL 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION.( MULTIPLE OPENING WIDTH ANCHOR/SUBSTRATE/ANCHOR-CUP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR FOR VERTICAL MULL CAPACITY IS MET. CODES / STANDARDS USED: •2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION eANSVAF&PA NDS-2018 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S10O-16 •AISC 360-16 MULTIPLE MULLIONS 7) IF THE MULLION CAPACITY (LBS/FP) 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 VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FTr) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPPRE WITH THE FINAL MULLION CAPACITY (LBS/FP) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date 05/26/2026 By Miami -Dade Product Control Cam •' • F .I/ CEN _ No. 58705 ~-)3.� 2z1n �0: 0•. AT OF (V •'AORIOP,.•�� A. L1/IUN MIL4)LK2, P.E. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) V .250" MAX FOR ALL MULLIONS DETAIL R MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) MULLION BUCKSTRIP 1TYP.ANCHOR AND PER SUBSTRATE, ATTACHMENT SEE SEE TABLES 1B-738 evoTHEas. SEE NOTE 1, s A9 E3 ®V' 8 o. 3 -MULLIO I SHEET I. °b SEE SHEETS 6 1 MIN 27 KS'•.,' .'•• 0 2Y23 FOR HOLE , d I I ' I LOCATIONSF—f-SEE CONCRETE OR CMU' ,'I EDGE I DISTANCE, J SEE TABLES EDGE DISTANCE 1B-13B I I ° FOR MASONRY ANCHORS LU Q ° `d •• ° I I 1 SIDE VIEW j Z d.: ° t— ' n EITHER THE O STANDARD OR () n < _ da. OF Z CLIP P MAY AYBE E EXTERIOR e a INSTALLED BY ' EDGE THIS METHOD. ..J DISTANCE 4 Z FOR - ° Z Z MASONRY < THE OFFSET CLIP IS ANCHORS m iD RECOMMENDED FOR FIN _ F, -FRAMED ° ° WINDOWS, BUT MAY ALSO BE USED FOR q LU W Q OTHER FRAME TYPES. TYP, ANCHOR PER SUBSTRATE, SEE TABLES IB-168 'EDGE/END DISTANCE . BEE TABLES 18.130 SIDE VIEW FRONT VIEW TYP. ANCHOR PrR SUBSTRATE, SEE TABLES 1B-13B I KSTRIP + T AND ATTACHMENT EMBEDMENT' • . •; •. +..t'•; BY OTHERS, _ ; •.�' SEE NOTE I, i ",�.�., :• BHEET I. MIN 2.7 KSI CONCRETE OR CMU FRONT V IEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON, DEWALT ULTRACON+OR DEWALT/ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. MATERIAL PRr1PFRTIFR' Material Min. Fy Min. F. Steel Screw 92 ksl 120 ksi 18-8 Screw 60.ksi 95 ksi , 410 Screw 90 ksi 110 ksi DeWalt/Elco Aggro-GatorO 57 ksi 98 ksi Eico UltraConO 155 ksi 177 ksl 3/16." DeWalt UltraCon+O 117 ksi 164 ksl 1/4" DeWelt UltraCon+® 148 ksi 164 ksi 6063-T5 Aluminum 16 ksi 22 ksi ' A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi S2 a 0 CLLI V ¢ J m I— 'na o 0 o D 0 r0 Q PRODUCT REVISED as Complying with the Florida Building Code NOA-No. ' 20-0406.08 Expiration Date05��1,2,.,6/2026 // Mlaml-Dade Product Control 11W V ON i No. 58705 ` SOT'; '�TA ()IVAL A. LYNN MILLER, P.E. FL P.E.# 58705 NOTCHED TO PR.'.E 1 CLEARANCE I FOR MULL I CLIP. - I. I I I I I I EITHER THE I I I d e le STANDARDOR I I OFFSET MULL CLIP MAY BE INSTALLED BY a'I THIS METHOD. d I . ° I EXTERIOR d EDGE DISTANCE ° FOR MASONRY. - ANCHORS Ty". ANCHOR PER SUBSTRATE, SEE TABLES 113-1311 ENT' MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) • I I jTYP. ANCHOR I pER SUBSTRATE, ISEE TABLES I8-13B I pp I EDGE DISTANCE I I FOR MASONRY 1 I ANCHORS I. I F ep ' I'• ° l 'ad ° I . I � . < 6 d --\ dI F- I/ AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYR ANCHOR PER SUBSTRATE, SEE TABLES 1 B-13B AND %TTACHMENT ____ BY OTHERS, SEE NOTE 1, SHEET 1.- 4� MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL,. SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON, DEWALT ULTRACON+OR DEWALT/ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. THE OFFSET CUP IS RECOMMENDED FOR . FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHERFRAME TYPES. E ANCE TABLES 3B FRONTVIEW EXTERIOR —I VARIES DETAIL E: .125•MIN. MULLION TO MULLION INTERSECTION NOTES: (U-CLIP) 1) MAY BE INSTALLED IN'TEE"OR"CROSS" INTERSECTIONS. c - 2) MAYBE INSTALLED HORIZONTALLY _ e ° E 3 (SHOWN) OR VERTICALLY. .3) SEE U-CLIP DRAWINGS, SHEETS 21-23 Tz- TOP VIEW .FOR CORRESPONDING MULLION. VARIES LINTERSECTION U-CLIP FRONT VIEW . - k1, 1112 MULLION AND USE SELF -DRILLING OR PRE -DRILL MULLION AND USE SMS ff�` MULLION EXTERIOR SEE SHEETS 21-23 FOR HOLE LOCATIONS EDGE DISTANCE SEETABLES 1 B-13B' SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TYP. ANCHOR - - a ` PER SUBSTRATE, ® / SEE TABLES IB-13B \� SEESHEETS PRODUCT REVISED as comply... with the Florida BWiding Code NOA-No. 20-0406.08 Expiration Date 05/26/2026 By Mlatnl-Dade ProduCt Control ' 21.23 FOR HOLE LOCATIONS \� ` MULLION EDGE DISTANCE ��� �v LYNAI '%/ � CC FOR STEEL STUDS THINNER THAN SEE TABLES 1B-130 �i ` ,ENs" � t, 16 GA AND COMPLAINT WITH THE FL BUILDING CODE, A 2X WOOD BACKER MUST USED. - ,•' T: '• ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS N0.58705 _ * -• -p"r SIDE VIEW NOTES: — %�0•., TAT 1)FOR 2X WOOD -BACKED STEEL STUDS, WOOD VALUES � O ;' (V� '.FCURiDA,.•' ANCHOR MAY BE USED. % (';` 2) SEE CORRESPONDING MULLION TABLES, S/ON.A SHEETS 5-20, FOR QUANTITY OF SCREWS. A, L1YNI�JIIUILk P.E. FL P.E# 58705 EXTERIOR (D DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A.D. SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. . SIDE VIEW SHOWN WITH 1-X4'X.12S' MULLION STANDARD MULLION CUP MODIFIED TO FIT FIELD CONDITIONS. TYP.ANCHOR PER SUBSTRATE, SEETABLES 1B-13B STANDARD CUP TO BE - MODIFIED IN -FIELD. EDGE DISTANCE--1--I' PER ANCHOR I I NOTES FOR INSTALLATION OPTIONS F. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.1 V X .126' 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. INTO WOOD, STEEL, ALUM. CMU OR MASONRY DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) �TYP,AIIOHOR PER SUBSTRATE, SEE TABLES 1 B-14B I INTO WOOD, STEEL, ALUM OR MASONRY DE EDGEO15cµOR -(Ij PER DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) OR 45• BAY MULL vv.�='W' O TYP. ANCHOR PER SUBSTRATE, I SEE TABLES 15B OR 16B I I EXTERIOR 1 I 2` X 5"ANGLE CUP, 2 PER MULLION END, MUST BE I INSTALLED INSIDE OF BAY MULL P F- W W 2 (0 to E— W W (D PRODUCT REVISED as Complying with the Florida Dullding Code - NOA-No. 20-0406.08 Expiration Date 05126/2026 By Miami -Dade Product Control 1 EOGE O "`CCCCCCC�L DISTANCE I PER ANCHOR y�—@ 1111111 ' ,O NOTES FOR INSTALLATION OPTION G & H: `��0-1v LYpjN / /' -. �l 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. .• LIGENSF 4-: • .(n� 2) DETAIL G: SEE TABLES 1B-14B FOR ANCHOR QUANTITIES'AND SHEETS 21-23 FOR HOLE ' 1";' No. 58705 LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE - •"•� 02 '. �� SAT OF (V�� LOCATIONS. �Q�'•, A. tf'NIVIM9LL�R, P.E. FL P.E.# 58705 TABLE 1A Mullion Capacity Table- Ibstfe ANCHOR CAPACITY Opening VWdth (forverticalpR6parri g mulions) or Opening Height (forhorizontally-sparring-mullions) ADJUSTMENT FORMULA: 501n 601n 70 in 801n 901. 1001n 1201n 1401n 160In ANCHOR CAP.,, ­ (DPm)X ( ) Rectangular Traprrdang. Rectangular Trepild. . Rectangular Trep/nlang. Rectangular Treplydeng. Rectangular TrepRdeng. Rectangular TrapRdemg. Rectangular TreplTdang. Rectangular TrepRdang.: Rbclenguler TrepRdang. MULLION CAP.,®,,,e, 1 x2x.125 Loading Loading Loading Loading Loading Leading Loading Loading Loading Loading Loading, Loading Loading Loading Loading Loading Loading Loading Alum. Tube a i:• �•- p a •. x 2a x• z• �• .z x p �• p �•. 3 r 2> _ a -ANCHOR Mullion B.k 8 B. �� 5G $ a q �G G rcl I,e cR 8 bg mzz 13 o 8 <. A $- aµ. o 3 9 f o u.' t- '.'c�" it m gc t .$' �! e �'�' ` �' o �Y >3 .' o t• '� 5 13 9 t a 3 t ',� 3 U 9 c Q a E 5 3 �. r_g 8 B o_ 3 9 t �2 USE THIS FORMULA TO OBTAIN. THE "ANCHOR CAPACITY gr✓ �.� fir. .�¢ fo Vic¢ ��. a@. az REQUIRED" CORRESPONDING d`o.1 da 4;`rc d� �o a`rc d`ar d`rc s� a`rr d`rc a`rc drrc �'�. as arc �'� arc ;f a� TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 421n 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107.6 321 69.9 408 104.4 319 62.1 408 104.0 319 55.9 1 408 1 104.0 319 46.6 408 104.0 319 39.9 408 1 104.0 319 36.0 408 104.0 319 481. 74.9 312 83.8 258 62.4 312 73.4 252 515 312 67.0 248 46.8, 312 632 246 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 50.625 In 63.9 281 70.6 234 53.2 281 61.5 228 45.6 281 '55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 281 49.3 219 20.0 281 49.II 219 THAN THE MULLION CAPACITY m 541n 52.6 247 57.6 207 43.9 247 49.8 202 37.6 247 44.8 189 32.9 247 41.5 196 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 247 38.1 193 16.4 247 38.1 193 (FROM THE TABLE) . I THE SELECTED MULLION. IT WILL CC 601n 38.4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 157 16.0 206, 25.0 166 YIELD A MINIMUM ANCHOR 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 - 21J 143 - CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL 66 In 28.8 165 30.6 142 24.0 165 26.1 139 20.6 165 23.1 136 18.0 165 21.0 134 ANCHOR OPTIONS FROM THE 72 in 22.2 139 23.3 120 18.5 139 19.9 Ila 16.9 139 17.5 its - ANCHOR CAPACITY TABLE. 78 in 18.9 125 19,7 109 15.7 125 16.8 107 78 in 17.5 118 18.2 104 - TABLE 113 Substrate: 2.71, Concrete 3k Concrete 3.5k Cone. Honow CMU PT Woad Metal Anchor Capacity - A h.,T 7Pe 3/16' Elie Ullracon 114' Eko Ultracon 3116' DeWalt Ltd.-, 1W De Walt' Ulmconr 5116' Elco Ullrecon 3116• Eloo Nbecon 1W Exo UIL.- 311E DeWait Uilmconr 114" D'We1 .,.con+ 1/4" SS.Elco AggraGator 511E Elco Utrecon #10 Steel Screw (G5) #12 Steel Screw (G5) 412Steel Screw (G5) (Ibs) Edge Distance (nr 1' 2-1/Y '1- 2.10 - 1' 2-11r 1' 2-lr2 3-1/8' 1' 2.112' 1' 2-112 1' 2-12' 1' 2-712 2 3-1/8'0.48' 0.W 0.324" Embedment(Ink 1-314• V3I4' 1314' 1-3/4' 1314' - i-314' - 1--V4' 1314' '2' - 1-1/4- 1.1/4- 1-1147 1-114" 1-114" 1.114" 1-1W 1.114- 1-1/4' 1-V4'I-w TNIA .'I'vv varies 2 Amhom@4.76' Min. O.C, I Standard or Met v1p(Fig. 1r 3901bs 390 lbs 4501bs 8901bc. 310lbs 630 Its 2201bs 8701bs 16441bs 270lbs 280 lbs 3541W 7401bs 230 lbs 370lbs 320 the 580 lbs 374lbs 6841bs 341 Ibs 442lbs 560 Ibs 4 Anchors @1.15"Min O.C. I Standard (or Offset) Clip( Fig. 2) 480lbs 70D Ibs WA WA 3201bs 126016s 370lbs WA NIA WA 3801bs WA WA. WA 740 lbs WA WA WA WA6821be 685 ft 11201bs 4Anchom@TMin.O.C./(2)2r5Angie Clips/(Fig.3} 760lbe 78016s 6801bs 15601Cs 62D lbs 1260 lbs 44011 110 lbs '18961bs 540IW 5601bs WA 7601bs 460 lbs 740lbs 6401bs 1160lbs 748 lbs 890 Ibs 6821bs 885lbs 11201bs 2 Anti.,. ® 0.4E Min- O.C. / U-Cnp, Into.12E Alum. (Fig. 4). WA NIA NIA WA WA WA - WA WA WA , WA WA WA WA NIA N/A NIA WA WA WA WA NIA - 715 lbs " ' ' IAnchor I F-Clip S} 1951bs 195 an 2251bs 4451bs 155Ibs 3151bs 1101be 435lbs - 8221bs 135lbs 140 lbs- 1771bs 3701bs 1151bs 185 lbs 1601bs 290 Ibs 187lbs 332 Ibs 473lbs I70 I` 2211bs 28016s 2Anchom ®1.1SMin-O.CJ F-Clip(Fig. 6G 2401b. 35016s WA WA 160lbs 6301bs 1B51h5 WA WA WA 190 Ibs WA WA NIA 370lbs NIA NA WA WA WA 3411bs 4421bs 5601bs NOTE: FOR. THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE2: TABLE NOES: ® 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING -THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE -SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000" �- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: - 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 4D S HOLES TO BE DRILLED IN THE. FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 2.000" ANGLE CUP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI.301 SPECIFICATIONS. HOLLOW AND' GROUT -FILLED '126" 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-T5 AND BE AMINIMUM OF .125" I MID • THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK (18 GAUGE). STRUCTURAL STEEL TO LEAST.125"TCK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEASTffEYOND 1• X 2" X .125• MULLION - THE MA ERIAL #10 & # 2 ANCHORS INTO WOOD MAYBES EEL, 1M S.S. OR S.SSCREN/THREADS PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date 05/2612026 By i .Mlami-Dade Product Control \�,1u11rn/c,'T, P�•,.• �IGENSF •., ��� �' y). ;• N0. 58705 •� T'•, ATE F A LYIfIJ MILLI2, P.E. FL P.E.# 58705 TABLE 2A Mullion Capacity Table (lbs/R2) ANCHOR CAPACITY Opening Width (for vertically -spanning mtdlions) or Opening Height (for holizontafly-spanning mUlions) ADJUSTMENT FORMULA: 501n 60 in 701n S0 in - - 901n 100 In 1201n 140 in 1601n - ANCHOR CAP.,,p,r,�\ (D -) X Rectangular TrepTAang. Rectangular Treprrdang. Rectangular TraprTAarg. Rectanguar - Tiaplydarg. Rectangular Taprrriarg. ReclangWar TraNfd'g. Rectangular Tap/Tdang. Rectanguar hap/rdang. Rectangular TrapdTAang.. 1 x2x.375 Loading Loading Loading Loading Loading Loading Loading Load Loading Loading Loading Loading Loading Loading Loading Loading Lnading Loading MULLION CAP.,,„,,,,„, Alum. Tube Mullion x 'd g x $ x 6e. r r "g r Iz$ x r A• r x r. a �• r .� r r x z r x a r "S r r r .r x x r x a n =ANCHOR CAP.,,, tY A ti i4 iS 8 A ti 9 A 3 tR g 0 3 iY 3 ` f4 3 e c3 ` ti i4 t4 i4 t3 tY ti $ z& € b € _p �3 Is9a.5 S t$ 5��g, 8L' g�_ tg €� �E. �� eg €}� �& €r S£ `&£_ �& 5e USE THIS FORMULA TOOBTAIN fg. tpe.5 RsR.S 4- E�. ��. �¢� �. mar' d` �. PACITY REQTHE UIR D"CORHOR ESPON REQUIRED"CORRESPONDING 42 In 170.0 620 1760 435 151.3 662 170.0 478 129.7 662 170.0 506 113.5 662 169.5 518 100.9 662 i6a9 517 918 662 16a9 517 75.7 662 1 168.9 517 64.9 662 168.9 517 55.7 662 1W.9 517 TO AN ACTUAL PRESSURE 481n 121.6 507 136.0 419 101.4 607 119.2 410 86.9 507 10a7 403 76.0 507 1026 399 67.6 507 99.6 397 60.8 607 99.0 396 567 507 99,0 396 43.4 507 99.0 396 38.0 507 99.0 396 ' REQUIREMENITFOR THE OPENING, WHEN IT IS LOWER 50.625 in 103.7 456 114.8 379 86.4 458 89.9 371 74.1 d56 90.5 364 64.8 456 84.6 360 57.6 45fi 81.3 357r2l 456 80.0 358 432 456 80.0 358 37.0 456 80.0 358 324 456 80.0 358 THAN THE MULLION CAPACITY 54 In 85.4 400 83.3 336 71.2 400 80.9 328 61.0 400 72.7 322 614 400 67.3 318 47.5 400 64.0 315 400 623 314 35.6 400 61.0 313 30.5 400 61.8 313 26.7 400 61.8 313 (FROM THE TABLE) OF THE - 60In 62.3 324 66.9 278 51.9. 324 57,5 270 44.5 324 51.2 264 38.9 324 46.9 260 34.8 324 43.8 257 324 42.0 255 260 324 40.5 253 ?22 324 405 253 19.5 324 40.5 253 SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR C 63In 63.8 294 67.4 252 44.8 294 49.2 246 3a4 294 43.6 241- 33.6 294 39.0 237 29.9 294 37.1 234 294 3S2 232 22.4 294 33,5 230 19.2 294 33.4 230 16.8 294 33.4 230 CAPACITY WHICH MAY BE 661n 46.8 258 49.6 230 39.0 268 424 225 33.4 268 37:5 221 29.2 268 34.1 218 26.0 268 31a 215 268 29.0 212 19.5 268 28.0 210 16.7 288 27.7 209 14.6 268 27.7 209 USED TO QUALIFY ADDITIONALANCHOR 721n 36,0 225 37.9 196 30.0 225 32.2 191 25.7 225 28.4 188 225225 25.6 185 260 225 23.5 182 225 22-1 180 15.0 225 20,3 177 12. 2225 19.6 176 11.3 225 19.6 176 OPTIONS FROM THE ANCHOR CAPACITY TABLE.761n 30.8 202 320 177 25.5 2@ 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 165 202 18.4 163 128 202 16.7 160 10.9 202 15.9 150 9.6 202 15.8 158 781n 2a3 192 29.6 168 23.6 192 25.1 165 20.2 192 22.0 162 17.7 192 197 159 15.7 192 18.1 157 19.2 792 16.8 155 11.8 192 15.2 152 10.1 192 14.4 150 8.9 192 14.2 150 901n 18.5 144 19.0 128 15.4 144 16.1 126 96 1n 15.2 127 11a 113 TABLE 2B Substrate: 27k Concrete - - -3k Concrete 3.51(Conc. Hollow CMU flllel CMU PT Wood Metal Anchor Capacity P IY ADCha Type. 3116'Elco Ultracon 1/4-Elco Unman 3'16'D�Wal ullrxm+ 1/4'DeWall Uliracarw 6/16'Elco - Uamm 3/16-Elco Uttracan 1/4'Elco UII2ten 3116'D5Ulalt Uliracdn+ 1/4'OeWalt-1/4'SSE1co Ullrxal+ A reGalor 5/16'Eko Ultaxon 1/4'SSElco Zoo, alor thO Slea Scnov GS ( ) Sl25tee1 SCIEW M ( ) X125leel SC G5' ( ) Qbs) Edge Dlstance(ln): 1' 2-12' 1" 2-117 ' 1- -2-1/2' i' 2-11T 3-1/8' 1• 2-112• 1' 2-1/2' 1' 2-1/Y 1' 24re r 3-118' T 0.41r 1 0.54- 0.324' abedaiant (In): I-W 1314' 1-T4- 13/4- I-W 1-3/4' 1-3/4' - 1-314' 7 1-1/4' 1-1/4' 1-1/4' 1-114' 1-1/4' 1-1/4' 1-114- 1-1/4- 1414- 1414- 7 -13I8' - 1-318' %ales 2Ancnom p 4.75' MIn. O.C. / Standao orOLel Clip (Fig. 1): 3901bs 390 W 450 Ibs 89D Ibs - 310lbs 6301bs 2201as 870Its 16441bs 270Its 260 Ibs 3541bs 74010s 230 lbs 370 Ibs 3201W 5801bs 3741bs 664 IDS 946 Ibs 341 Ibs 442lbs 56D Ibs 4 Anchors ® 1.15' Mint O.G / Standard (a Oftel) Clip (Fig. 2): 480 Me 700lbs N/A NIA 320lbs 126D Ibs 370 Ibs NIA NIA NIA 3801bs H/A WA NIA 7401% NIA WA NIA N/A NIA 6821bs 885 lbs 11201ts... 4 Amhors@3'Min. O.C./(2) 2x5 Angle Olps I(Fig. 3): 780Its 7801bs 680lbs 1560 lbs 629Ibs 12601bs 440 Ina 1740115 'HISS Its 5401bs 56013s WA 7601bs 460lbs 7401Ds 64016s 11611bs 748 lbs 8801bs 1892Ibs 682 lbs 8851bs 1120Ibs 2 Anchors @ 0.45' MIR O.C.1 U-Olp• inlo.12.' Alan. (Flg. 4): WA WA N/A N/A NIA WA WA -N/A NIA NIA IUA N/A WA NIA WA N/A WA N/A -N/A NIA WA N/A 715 Ibs 1 Anchor/ F-C11p(Fig. 5): 195 Ire 19511,s -225 Ibs 445 Ibs 1551D5 3151bs 1101bs- 435lbs - 822 MG 1351b5. 1401b5 1771135 3701bs 115Its 165 lbs 160Its 2901bs 18/1bs 33216s -4731bs 1701bs 221105 280.IOs 2 Amhom Q1.15'MIn. O.CJ F4:8p(Fig. 6): 240 Its 350 lbs NIA WA 160ibs 630 Ibs 165 Its NIA N!A _ NIA 190 IbS NIA WA NIA 370 Ins NIA WA N!A N/A NIA 341 Ias - 4421bs 560Ibs NOTE: FOR THEAFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: ® Fr e 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3:. ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: © 0 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R 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 SEA MINIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST A26' 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. �mo rc m 00 W O 2 U Q W Z PRODUCT REVISED' as complying with the Florida, Building Code - NOA-No. - 20-0406.08 Expiration Date 05/26/2026 By . • -: '. Miami -Dade Product Control 111111 III ``%.0'ONY LYNAI •. .JCENSF No. 58705 , '• MT �Ir (V ZONAL A. LVNI� IVII�LER, P.E. FL P.E.# 58705 TABLE 3A - apacfly Table (Ibsfflz) ANCHOR CAPACITY Opening 1h(forvert] ji�,-spafflrir muilons)orOpening Height (for horizontally -spanning mullions) ADJUSTMENT FORMULA: 50 In 601n 70In 801. 90 in 100 In 1201. 140In 1601n CAP.,,o,,,�� 1 X 2.75 X Rectangular Loadn g Trapfrdang. Leadg Rectangular Loadn g Trap/Triang. Loading Rotit lnadin g TrLeRAnng. Leading 9 Rectangular Loafing TrL-E gO• Loadin 9 Rectangular Loading 9 TrLeadinng, Leading 9 Rectangular Loealrl 9 TrLoading Loading 9 Rectangular Loading 9 TrLoadieng. Loading 8 Rectangular Leading g TLoading Loading g Rectangular LoaSin 0 TrL-Ingg Loadin g (ANCHOR (DP,°,)X MULLION CAP.,°,,,,as .375 Alum. Tube Mullion n c1 �s' $$., ri a V 3 = s H .�c ' s fii' •m ^n E'- �+ rc 4' � oc' 2 1 '° a. $'3 S gi rc " a u fr'� 5�i c - ri ` �•3 arc ci - $3, c m 3 cki v u ¢ a: ', O �� ' 8 $ s3 5 €. ,., rki v sT '9 dr ¢ u 5 �� 's �E g 4` '3 o �� c ci e g'9 ¢ 8 ari a: 's u 6� 'S $ s c _ 3y u 4` IRi _ '9 c s 'q H � •� < �, ."q cR _ � 0 ... a u � o. g a �i 4` ¢ .� 3 ¢ -g n f o L _ A-� t '� ¢5 rc L• $$,, 5 " f c L ^ �•� o r�+', ¢ rc =• 8 �� - .� c 1. �.� r'9cy1 o: c5 g c t •� }i a a ���y9 - $ E c � X� �i e: ' =ANCHOR CARa, .USE THIS FORMULA' OBTAIN "THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR?HE 42 in 170.0 620 170.0 435 170.0 744 170.0 478 176.0 868 170.0 506 170.0 992 170.0 - 519 170.0 111fi 170.0 521 170.0 tz4o 170.0 521 148.7 1301 170.0 521 127.5 1301 170.0 sz1 /11:5 1301 170.0 521 481. 170.0 708 170.0 VA 170.0 850 179.0 584 170.0 992 170.0 630 170.0 1133 170M 661 151,8 1139 170.0 677 138.6 1139 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 680 65.4 1139 170.0 600 OPENING, WHEN.IT IS LOWER 50,626 in 170.0 747 170.0 563 170.0 896 170.0 631 167.8 1032 170.0 684 146.8 1032 170.0 723 130.6 1032 170.0 747 117.4 1032 170.0 756 97.9 103211170.0 756 83.9 1032 170.0 766 73.4 1032 176A 756 THAN THE MULLION CAPACITY 64 in 170.0 797 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 607 1525 726 107.5 907 145.0 714 96.8 907 141.1 710 80.6 907 140.0 709 69.1 907 140.0 709 60.5 907 140.0 709 (FROM THE TABLE) I THE SELECTED MULLION. IT WILL _ 141.1 735 151.5 625 117.6 735 130.3 611 100.8 735 116.0 599 106.2 590 78.4 735 99.5 583 70.5 735 05.1 578 58.8 735 91.8 574 50.4 735 91.6 574 44.1 735 91.8 574 . YIELD A MINIMUM ANCHOR 63 In 1 1.9 666 130.0 570 101.6 668 111.5 557 87.0 666 98.9 54 762 668 .1 538 57.7 668 83.9 531 60.9. 666 79.8 526 50.8 668 75.8 • 521 43.5 666 75.6 521 38.1 666 75.6 - 521 CAPACITY WHICH MAY BE c 106.0 807 112.4 522 88.3 607 96.1 511 75.7 607 85.0 501 77d 493 58.9 fi0T 71.5 488 53.9 807 87.6 481 442 807 83.4 478 37.9 807 627 474 33.t 607 fi27 474 USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE j 72 in 81.6 510 85.8 443 68.0 510 73.0 439 58.3 10 fi4.7 - 426 51.0 510 67.9 419 45.4 5f0 53.3 413 40.8 510 50.0 408 34,0 510 45.9 402 29.2 - 510 44,4 J99 25.5 510 44d 399 ANCHOR CAPACITY TABLE. i761n 69.4 458 1 72.5 400 57.8 458 61J 392 49.6 455 51.1 385 43.4 458 46.0 378 38.6 468 44.6 373 34.7 458 41.0 368. 28.9 458 37.7 362 24.8 458 35.0 359 21.7 458 -35.7 358 781. 64.2 435. 67.0 381 53.5 435 56.8 373 45.9 435 49.8 366 40.1 435 44.7 360 35.7 435 40.9 365 32-1 435 38.1 351 26.8 435 34.4 344 22.9 435 326 341 20.1 435 322 340 so In _ 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.3 280 28.1 327 28.3 275 232 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 258 961. 34.4 287 35A 257 28.7 287 29.9' 252 24.6 287 1 26.0 248 21.5 287 23.1 244 19.1 287 20.9 ' 240 17.2 287 19.3 237 14A 287 16.9 232 108 In 24.2 227 24.7 205 20.2 =7 20.8 201 17.3 227 iB.D 198 15.1 16.0 195 III In 22.3 215 22.7 1S4 18.6 215 19.1 191 15.9 215 16.8 188 ' 1201. 17.6 1 184 1 17.9 167 1 _ TART F 3R - Substrate: 7 A Concrete 3k Concrete 3.5k Co.. Hollow CMU Filled CMU RT Wood Metal " Anchor Capacity AuhorTypa. 311G Elco Ullacan 1/4' Elao Ullracon 3116' DeWalt Ultm.om 1/4' De Wall Uitrecam 5/16' Eico Ultra- 3/78' Elco Ultracon 1!4' Elw Ullrecon 3/16' DeWalt Ultrzcenf 1/4' DeWalt Wlracons 1/4' SS Elco AggreGalor 5116' Elco Ntracon 1!4' SS Elco AggreGator #10 Steel Screw (G5) H1251ee1 Screw (G5) ttl2 Steel Screw (G5) (lbs) Edge Distance 0 1' 2-112- V 2.117 - P 2-1/2- 1' 2.11T 3-118' 1' 2.11Y 1' 2-1/T 1' 2-1/7 1' 2-11T 2' 3.118' Y - 0.4W 0.54' 0.324' Embedment (in) 1-314' 13/4' 1314` 1.314' 13'4' 13/4' 13l4' 1374- 2' 1-1/4- 1-tl4' t-1/4' 1-1/4' t-1/4' 1-1l4' 1-114' 1-1/4' 1-1/4' 1-1/4' 2- 1-3/8"' 1-3/8' varies 2 Anchors@4.75'Min.O.C./ Standard or Offset Clip (Fig. 1): 390lbs 390lbs 460 lbs 89016s 310 Ibs 630lbs 220lbs 870 lbs' 16441bs 2701ts 2801bs 3541bs 740lbs 230lbs 3701bs 320 Ibs 680 lbs 3741bs 6fi416s 9461bs 341 lb. 4421bs 560165 4 Arahom @ 1,15' Min O.C./ Standard (or Offset) Clip (Fig. 2), 400 lbs 7001bs WA WA 3201bs 1260lbs 3701bs WA WA. WA . 3801bs WA WA NIA 7401bs WA NIA WA WA WA 68216s - 885lbs 112016s 4 Anchors @ W Min. O.C. / (2) 2c5 Angle Clips / (Fig. 3): 780lbs 780 Un 680 Ibs 15M lbs 6201bs 1260 Ibs 4401bs 1740 Its Militia 540 Os 560 Ibs WA 760 ibs 460 His 740 Ibs .640 Its 1160lbs 748 Ibs 880 lbs 16921bs ' 682lbs 8851bs 1120 Ibs 2 Arrohars @ 0.45 MI. O.C. / LICIip, Into A25' Alum. (Fig. 4): WA WA N/A WA - WA WA WA WA WA WA WA WA WA N/A N/A N/A NIA WA WA WA WA NIA 7151bs - IAnctior/F-Gip(FIg. 5r 1951M 1951bs 2251bs., 4451bs - 1551bs 3151ts 1101bs 43516s 8221Ds 1351bs 1401bs 1771bs 37016s 115 lbs 1851bs 160 lbs 290 lbs, 1871bs 3321b5 4731ts -170 lb. 2211ts 280@s 2Anctwm @ 1.16' Mln. O.CJ F-Clip (Fig. 6} 240lbs 35016s WA WA 1801bs 630(bs 11151bs WA WA WA 1901bs WA WA WA 3701bs N!A - WA WA WA WA -341 0u -4421hs 560'Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS, FIGURE 4: FIGURE 5: FIGURE 6: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date 05/26/2026 By . .L.-Dade Product Control ()aA'( LYAIN�",�' No. 58705 C.p TE OF : [V IO/1N'11,AL t NG`�� A. LYNN MILLER, P.E. FL P.E.#58705 0 C C m a ® C m w m T C m0 Z IT,� • � o v C C w -i, m • m 0 T O Z A m NCD S = r�m00 TOE � m: mT•�FZ� Cr3 mm -I?Opm moc Z MITIr�r�r to mm r M<nmOrli � - zo A �m D —I Im-• C to --IO rmi1 D'' I -m-1 •Iym; w22 ST oy p ZT`2 cFC O 'tOz �ZrnmZZ 00C: 5 0z N>0 fZil?'� M z O 2-N-I m o o 0>>qc:W MErm�i1 mp oc s m � W ZEZYF M rp.2 rmn -iN Z=CCFO OTO Z DO 8 S O° O Z 3 °r Z C �two.Z'O -,O> F_C =2m mOOOW 0z p0.>R-O0 O 9-j4 §KWEtormo'+aMm ,q-0>8 m0 w O r0C5 ZN Z0 m=S m �NOno rn fFin > =ram m�'At o -1;9 m w to Om H,p j m ll� 0 $i rn O (� O -i O -DiCi° A G7 N O� O 0 �>r2 CD M - � awcoli -ZmF mz rn Mg rn to �+cmm* 0z D o o°>w,g �N F gw O �zCO zm `� MO m > O ixrc'{po MM W Z �...I9. C -im m z r OT N - D mO�Om <m O WN Z om o� „i;\�: 5 O �Z_0 Z f•:Z m�D:�° ��' 0 m;� rT M:Z �•••. i7 4;0 0. :ems 111111110, 1 D g o � � ff aDa� ®$�� ^d> D 2 3 aO ff O � P Onn Ce �nmy y O > e m rmPR= 21-21 4 . $ $ D $ $ $ '• Cot ao D N D m D $ $ $ N D �D�Dm SN u $ am Q �a D cN y y C a�>nn� • R o D�D $.D a nn� ca a o �S��zo�NwF Da D5r a n3 m a D D � N• � m ZI If P D9 D D c� NN m > m D.vD $ D $ �roO Sm C c o @ � ri � � fGi a m o F • .fn 0 n ? o t� !+D a 3� o0H'0 a)� T- w. OZ �7 9 0 ® In9 m � oo E 1 O S<_ y} to •0 n O mM o 0 o N tr CL P A n p A Mull Langth in -+ ;j _ _ _ — X N o Mullion Capacity A QbslR2) s v S Rquu�ed �bs)ItY ; R m m m i Mullion Capacity V w m? p$ m c QbslR2) s me, N N m + { m m N Anchor Capacity Required Qbs)' �. w o 0 0 o Mullion Capacity (lbsI112)' _m ,� Anchor Capacity Required Qbs) a N ro w p v m Mullion Capacity ' 5 m iv b o tmn o o' (lbs/R2) o_ Anchor Capacity Required ins) m y •-• c Mullion Capacity Qbslh2) aa s o. Cu V N Anchor Capacity Required (lbs)Sl = 2g O Mullion Capacity d is m N m m N N0000 (lbs/h2) s m a m, En 2 An Capacity Q= to u m. Re.WBed Qhs) o ro 8. m o o Mullion Capacity 3 S N Anchor Capacity E . m Required Qbs) ' o Mellon Capacity S- in b 0bs1a2) c p wgk t ziy i7 m Anchor Capacity Required Qbs) P y o d3 d i a g, u m Mullion Capacity Qbsllt2) z 3 y Anchor Capacity El rJ Required Qbs) ,, v u &+ Wien Capacity Qbs/112)01 6Q a m m m� o m N& i& S2 y� r% a Anchor Capacity Required Qba) a,' m m m o m o Mullion Cepadty m T o^ Anchor Capacity Required (Ihs) m �. �. �+Nn ' bi v' Ie a N o o Mullion Capacity QbsfR2) -a _ y $ �'•' ."i m 8 ?a" o 99 Anchor Capacity Requhed.0ba) - m m' R. ti W m ti N o MOkm Capacity QbefR2) A R s ar 3 u 'a3tAnchor Capacity Required Ob.) S R -• o H 6 o Mullion Capacity Qbsf112) m N o u m m Anchor Capacity Required Qbs) 0 g gi3 Mullion Capacity iv i. & y 0bsl(t2) 2 m E Required abs)l, Nj e Mullion Capacity Patin) -� -I ell TRequhed Anchor Capacity Ob.) m a Zt b.�n Mullion Capacity illbfM A Anchor Capacity m@ A = c 8 Required Qbs) o m $. o Mullion Copaciry Qbs/ft2) m a Anchor Capacity '� m Required Qbs) >DCO-_CN T2O Po 8A—IC n(Z7 rNrI V m r'aDmDmOmm p V ==Oppm°ZZCZC --1 zoo-1-1Km==¢ZiMOM000 � o ^ `oo 000 {Z.Om3 mCOx�7 �0E�r-r-mcm-�ira0�3 3 D 9+07- °y n C 0 ZP3 °z °z' xg�o�o�o�m�C z �> Dpp'cn�n�2Npnp mmo�o0o O •O>D V O� 3> mga mOEM > -40 z mO 0 S n>Z• F .� .. NEW Impact Resistant Windows & Doors CGI Wmdowa and Doors, Inc. rARI G 5A ' Mullion Capacity Table Ibs/R2 Opening Width (forverticalb spanning indlions) or Opening Height (for hotimntaiVspartring mullions) 507n 60 in 701. 801n 001. 100In 120In 1401n 160In 1" x 3.125" x Rectangular Loading to a. Loading Radmit or Loading TrapRdana. Loading RectMauier Loading TrepRdMa. Loading Rectangular Loadng TrapRdeng. Loafing Rectangular Loading Trep/TdanO. Loading ReclenOWer Loading TrapRdana. Loadle ReclengWer Loading. TreplTrieng. Loading RaclangWar Loading TrepRdenB• _Loadng Rectangular Loading TrapRdeag. Loafing .500" Alum Tube Mull 2^ 0 c a 0y ¢ K r �. o 0 a �. O� ��. 4 rC a o f c a � ov d K a O is c a G Ov �rc a R r; �c a ',A civ d`rc a R ci �@. r 91 ov A �• : ri " ��. a a� riv 2- a r:1 a �. �. ov a' > io a5 ua a � � g n �.� o z• n ri a a� �a � ri a a� -civ 'a � u a ��. o a a u r S-� o r ,� o r a� Liv a a u a ._. ov a � o a 0o r u a 4iv 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 lies 170.D 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 V35 170.0 521 164.4 1802 170.0 521 481n 170.0 708 170.0 524 170.0 850 170.0 564 170.0 902 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 -157.7 1577 170.0 680 135.1 1577 170.0 680 118.2 1577 170.0 080 W6251n 170.0 747 170.0 563 170.0 Safi 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.6 1345 170.0 747 170.0 1494 V0.0 756 141.7 1495 17D.0 756 -121.5 1495 170.0 756 106.3 1495 170.0 756 54 In 170.0 797 170.0 612 170.0 9W 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 037 149.5 1401 170.0 856 124.8 1401 170.0 851 106.8 1401 170.0 851 93.4 1401 170.0 Bel 601n 170.0 885 170.0 761 170.0 1063 170.0 707 158.5 1156 170.0 878 138.7 1158 W7.0 928 123.3 1160 158.5 917 111.0 1156 149.7 610 02.5 1168 14C5 903 79.3 1156 144.5 903 69.4 1158 144.5 9D3 63 In 170.0 030 170.0 745 159.8 104D 170.0 850 137.0 1049 155.5 860 119.8 1049 141.7 846 106.5 1049 132.0 - 836 95.9 IG49 125.5 82B 79,9 1049 119.3 820 61.5 1049 118.0 819 59.9 1049 118.9 819 4 w 66 in -166.8 955 17D,0 789 139:0 955 151.3 804 119.1 955 133.7 786 1042 965 121.4 775 926 955 112.8 765 83.4 955 106.4 757 69.5 955 09.8 749 59.6 955 98.7 740 571 g55 98.7 746 0 72 in 128.5 803 134.9 dill 107.0 803 114.9 682 91.8 803 '101.f 670 80.3 803 91.2 659 71.4 803 03.9 649 64.2 803 78.6 642 53.5 803 72,2 832 45.9 803 69.8 628 40.1 803 69.7 827 76 In 109.2 721 114.1 829 91.0 721 97.0 610 78.0 721 85.1 605 68.3 721 76.5 595 60.7 721 70.1 586 64.6 721 65.4 579 45.5 721 59.4 569 39.0 721 56.6 564 34.1 721 56.1 583 78In 101.0 684 105A 599 84.2 884 89.4 587 722 684 78.4 576 63.1 686 70.4 567 58.1 884 84.4. 558 50.5 6e4 59.9 551 42.1 884 54.1. 541 36.1 684 51.3 538 31.6 884 50.6 534 90 In 65.8 614 97.9 456 54.8 514 57.3 448 47.0 514 50.0 440 41.1 514 44.6 433 38.5 614 40.5 427 32.0 514 37.3 421 27.4 514 33.0 412 23.5 SU 30.4 406 20.8 514 29.0 403 06 In 64.2 452 553 404 45.2 452 47.0 396 38.7 452 40.9 390 33.9 452 36.4 384 30.1 452 32.9 378 27.1 452 30.3. 373 226 452 26.8 365 19.4 452 24.2 359 16.9 452 22.8 355 108 in 38.1 357 38.9' 322 31.7 357 327 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 22.7 311 19.0 357 20.8 299 15.9 357 18.0 293 13.6 357 16.2 287 IL9 357 15.0 tit in 35.1 338 35.8 308 29.2 338 30.1 301 25.0 338 2H.1 298 21.9 37H 23.1 292 18.5 338 20.8175 33B 19.0 284 14.8 338 1B.5 278 12.5 338 74.8 273 11.0 378 13.6120 �24V] N 27.7 2B9 282 263 23.1 289 23,7 258 19.8 289 20.5 256 17.3, 289 18.1 252. 15.4 289 - 16.3 249 13.911.8 2B9 12.8 240 9.9 289 11.4 23fi 8.7 289 10.4 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR. ) X'( ANCHOR CAP.",,,,,.,,\ MULLION CAP.,,",,,, =ANCHOR CAP.,,, USE THIS FORMULATO OBTAIN THE "ANCHOR CAPACITY - REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE - REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. no�� o0 - Substrate: 2.7k Concrete 3k Concrete 3.5N Co.. - - Hollow CMU I Filled CMU PT Wood Metal Anchor Capacity Anchor Type: 311E Mae Ultracon 1/4' FJco Ultraoon - 311E DeWalt Ult an+ 114' DeWalt Ultracon+ 5ltE Elco Ultracon 3116, 900 Ultracon lAr Etc, Ultra- WIT De Wall Ullreion+ 114- DeWalt Ultracon+ 1/4' SS Elm AggreGator 5/16' Elco Ultracon 1/4' SS Elio AggreGalor 010 Steel Screw(G5) b125teei Screw(G5) N72 Steel Screw.(GS) (Ibs) Edge Distance (in): 1' 241Y 1' 2-liT 1' 2-1/2' 1'- 2-112' 31/8" 1' 2-1/2' 1 1' 2-1/2- 1' 1 2-112- 1" 2.1127 2 3.1/8' 2' 0.48- 0.54' 0.324' - Embedment (in): 1-3/4' 1314' 1314' 1-3r4' 1-Y4' I-W 1.314" 1-3t4" 2" 1414' - 1-114" 14W 1-114- 1.1/4- 1-1/4' 1-1/4' 1-1/4- 1-1/4' 1.114' 2' 13/8' 1318' wades 2 Anchors @ 4.75" Min. CO. / Standard or Offset Gip (Fig. 1), 390 Ibs 3901be 4501bs 8901ts 3101hs 630 lbs 2201bs 8701bs 164416a 2701bs 2801ba - 354 IW 7401bS 2301bs 3701bs 3201bs SBD Ibs 374 Its 6641bs 94816s 341 Ihs 4921ts 5601bs 4 Anchors @ 1.1E Min. O.C. /Standard (or Offset) Clip (Fla. 2): 480lbs 7001bs " NIA WA , 320lbs 12601bs 370Ibs - WA WA WA 380 Ibs WA WA WA 740 lbs WA WA WA WA WA 6821bs 8851ta 1120Ibs 4 Anchors @ 3' Min. O.C. / (2) 2c5 Angle Caps / (Fig. 3): 780lbs 780 ibs 680 Ibs 15601bs 6201bs 1260lbs 440lbs 1740 Ibs 18961bs 640Ibs 560 Los WA 7601bs 460 to. 7401bs 640 Ws 11501bs 7481bs 8801bs 18921bs 6B21bs 865 its 11201os'- ' 3Amhors @ 0.45- Min, O,C, I UC0p, Imo.12E Alum. (Fig. 4): - 1Anchor /FCIIp (Fig. 5): WA- 1951bs WA 105lbs NIA 2251bs WA 445lbs WA 1551bs - WA 3151bs WA 110 Has WA 4351bs WA 8221ts WA "Y351bs WA 1401bs - WA 17716s WA 3701bs WA 115/o$ WA 18,5Ibs WA 1601hs WA 2901bs WA 1871bs WA 3321bs NIA 4731bs WA "a 2 WA 221 IbS 10731ts 280 lbs 2 Anchors @ 1.15' Min. O.CJ F47Ip (FIg. 6): 2401ts 350 lbs WA - WA 160Ibs 630 Ibs 185lbs WA WA - WA 190 Ibs WA WA- N/A 3701bs WA WA WA WA NIA 5411. 4421bs 5601bs NOTE: FOR I HE OFI-bt l ULI V, Ut iL I Ht bAmt ANUNUK rA 1 I c"N A.. -- FIGURE FIGURE 1:. FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO 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-T6 AND BE A MINIMUM OF.125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 910 8 #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 - Miami -Dade Product Control 1 p1111111/Ir ��N( LYN/V �'''•. � �1GENSF'•, ��� No.58705 Q L// 4 �O�'., STAY OF !V\ A. LYIJt51f1IlILL�, P.E. FL P.E.# 58705 Mullion Capacity Table (Ibslfe) ANCHOR CAPACITY Opening Width (for vertically-spanning millions) or Opening Height (for horizontally -spanning mullions)' ADJUSTMENT FORMULA: 1 x4 x.125 50 in 601n 70 In 80In 90 in too N 1201n 140 to leo In ANCHOR CAP."„„„ (D -)X ( ) MULLION CAP.,®,,,,, Rectangular Loading Taprrdeng, Loadng Rectangular Loa6n g TrepRdon. Loads 9 Rectangular Laadn 9 TrapRdon. Loads 9 Rectangular Loadng Trep/Tdon. Loads 9 Rectangular Loads 9 TraplTdang• Loedn g Rectangular Loads 9 Trap/Tdang. LoadNe Rectangular Lcedin g Traprril.g. Loads g Rectangular Loads 9, TrepRdeng. Laadn g RectantNlar ,Loads 9 Tap/rdang. Laadng Alum.Tube Mullion y. �w :. oa �'� u a d`z A' 3 �$�', u u ¢`¢ m ci Sa So s._ B r5 " �& <le�@ % (I ri 9'L° '8.8�' ri & t=7. "ai g ri Sb�" L• &'o u "v'i r ri �� 2r " 3� �.� u 3 a ci gg& dre r o 3_ f �.• c •� k- 1 arc ci ` '� g £ ci d s'E d`re r3 ��- .' ci a�- ¢� 3 _ �_- �'_ c9 v a`Ir x c'3 - '��. k'_ ri a 'S �' u _ g's8 -3� z'_ d-a 'S &' �� .`�-' .3�6� �rc •'_ & b- _ `� ��. :�' E t- � a`o: _ e ��. a m `J a• a`a fig' `£ E� f2. �' 9 is3 'Fib arc =ANCHORCAP.s, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE . 421n 170.0 620 170.0 435 '170.0 744 170.0 478 170.0 858 170.0 1 506 170.0 992 1 170-01 519 170.0 1116 170.01 521 170.0 1240 170.01 521 170.0 1488 170.01 521 145.E 1489 17D.0 521 127.6 1489 170.0 521 48 in 170.0 768 170.0 524 170.0 850 VMS 584. 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 1 6" 166.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 660 97.7 1303 170.0 680 OPENING, WHEN IT IS LOWER 50.h251ri 170.0 747 170.0 563 170.0 898 170.0 831 170.0 1046 170.0 684 170.0 lies 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 75e 100A 1235 170.0 756 87.8 1235 170.0 756 THAN THE MULLION CAPACITY (FROM THE TABLE) 541n 170.0 - 797 170.0 612 170.0 956 17a.0 691 170.6 1116 170.0 754 154.4 1158 170.D 803 1372 1168 170.0 837 123.5 1150 170.0 656 102.9 1158 170.0 Bet eat 1159 170.0 861 772 1158 170.0 B61 . [THE SELECTED MULLION. [TWILL , 60 in 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 815 111.2 1042 135.8 501 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 62.5 1042 125,1 782 YIELD A MINIMUM ANCHOR' 631n 170.0 93D 170.0 745 151.2 992 163.6 818 129.8 992 144.4 799 113.4 992 131.0 782 100.8 892 121.4 768 90.7 992 174.8 758 75.6 992 108.4 745 64.8 992 108.0 744 58.7 992 108.0 744 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL r� 661n 165A 947 176.0 709 137.8 947. 148.0 786 118.1 947 130.3 768 103A 947 117.7 762 91.9 947 108.7 738 82.7 947 102.2 727 66.9 947 95.1 713 59.1 947 94.0. 711 51.7 - 947 94.0. 711 ANCHOR OPTIONS FROM THE c 72 in 135.9 849 142.7 737 1132 849 U1.6 722 9-1.0 849 106.9 708 84.9 849 96A 696 75.5 849 88.7 686 67.9 849 82.7 675 56.6 849 75.3 659 48.5 849 -5 652 425 849 72.4 651 ANCHOR CAPACITY TABLE. J 78N 115.5 762 120.7 665 96.3 762 102.8 652 825 762 90.o 64or25,2 762 80.9 '629 642 762 742 620 57.8 762 69.2 613 48.1 762 62.8 602 41.3 762 59.9 597 36.1 762 59.4 595 V 781n 106.9 724 111.4 634; 89.0 724 94.6 621 76.3 724 82.9 609 724 74.4 599 59.4 724 68.1 591 53.4 724 63.4 583 44.5 724 57.3 673 38.2 724 54.3 567 33.4 724 53,5 565 90 in 69.6 543 71.8 483 68.0 543 60.7 474 49.7 543 52.9 466 543 47.1 458 38.6 543 42.8 452 34.8 543 39.5 446 29.0 543 34.9 436 24.8 543 32.1 430 21.7 643 30.7 426 96 In 57.3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 478 38.5 408 31.8 478 34.6 40D 28.7 478 320 11 ]95 23.0 478 28.1 386 20.5 478 Me 380 17.9 478 24.2 376 108 in 40.3 377 41.1 341 33.5 377 34.6 335 28.8 377 30.0 370 377 26.6 325 22A 377 24.0 321 20.1 377 220 317 16.8 377 19.0 310 14.4 377 17.1 304 tit In 37A 357 37.8 U3 30.9 357 31.8 318 26.5 357 27.6 313 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 15A 357 17.4 294 120 In 29.3 306 29.8 279 24.5 306 25.1 274 21.0 30fi 21.7 Z70' 306 19.2 267 16.3 306 17.3 263' 144 in 1 17.0 212 IT.? 196 1 AtlLt bC Substrate: 27k Concrete Sir Concale 3.6k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor 3116' Elco 1W Elco 3116" DeWalt •. 1/4' DeWalt 5116' Elea 3/16• Elco 1/4• Elco 3116• DeWalt 114' DeWalt 114• SS Elan 5/16• Elco 1/4• SS Elco 610 Steel 012 Steel 012 Steel Capacity AnchorType: Lift con Ulfracon Ullrecon� ufirr. nr Ultracon -Ultra- Ultracon utracorn Ullydcor» AggreGalor Ultracon AggmGator Screw (G5) Screw (G5) Screw (G5) (Ih8) . Edge Oistarwe (in): 1' 2-11r 1' 2-12' 1' 2-1/7 i' 2.10 &118' 1' 2-11r T 2-11r r z-1/2• 1• 2-ur r &va• r oA9• 0.59• '- 0.3za• Embedment (in): 1.3/4' 1-3/4•F4501ba I W 13.14' 13/4• 1314• 1374• 2' 1.1W 1-1W 1-1/4' 1-1/4' 1-114' 1-1/4' 14W 1-114' 1.114' 1.114' T 13/8• I-W wades 2 Anchors @ 4.75' Mlrt O.C. /Standard or Offset Ctlp (Fig. 182} 390 the 3901bs 89010s 3101bs 6W lbe 220 the 870 the 164416s 270 Ihs 28016s 354 lbe 7401bs 230 It 370 Ibs 320 lbs 680 lbs 3741bs 664 Ibs 946 the 341 the 442lbs - See Ibs4 Anchors @ 2.2S'Min. O.C. / Standard (or Met) Clip (Flg. 3} 700 lbs 700 Ibs � 1410 lbe 6201hs 12601bs 420lbs 172016s 952 lbs WA 5601bs WA SM lbs 390 Ile 740 Ibs 510 Ihs tO'0lbeWA 880 lbs N/A 682 ibs 8851bs 11201be8Anchors@1.15'Min.O.C./ Standard(or Offset) Cllp(Flg. 4): 960Ibs 1400lbs WA 640]he 2520 the 740 has WA WA WA 7601he WA WA WA 14801bs N/A WA WA WA NIA 1363Its 1T701bs 2200 the4 Anchem @ W Min. O.C.1(2) 20 Angle Clips I (Flg.5} 780 lbs 7801he 1560 lbs 620lbs - 12601bs 440lea 17401b8 18961bs 5401hs 560 lbs WA 760 ros 4601be 740 in 640 lbs 1160 the 748 lbs Bea !be 1892 lbs 6821bs 885lbs 1120 @s6 Anchors@3"Min. O.C./(2) 2s5 Angle Cups/(Flg. 6): 1170 Ibs 1170 ties 23401be 930 the 1890 lbs 660lbs 2010 Ibs 2844Ibs 8101bs 840 the WA 1140lbs 6901oe 11 to Ibs 060lbs 1740 the 11221bs 1320 Ibs 28381b3 1022lbs 132T ties 1680lbs- 4Anchors @ 0,4S Mln. O.C.1 11Ltlp, into .l2SAlum (Fie. 77 WA - WA WA WA WA WA WA WA WA WA WA WA ' WA WA WA WA WA WA NIA WA WA 1430Ibs 2A.h.. @ 2-25" Min. O.C./ F-Clip (Flg. 8): 350 Ibs 350 the 705 lbe 310111 630lbs 210 lbe 660 les 476 Ibs - WA 2801bs WA 315 lbs 195 the 370.8e 255 fee IWWA 440 Ibs WA 341Ibs 4421bs' 5601hs4 Anchors@ 1.15• Min. O.CJ F-Clip(Fig. 9) 4801bs 700Iba WA 32g lies 12601bs 3701bs -WA WA WA 38010s WA WA WA 740 [be WA WA WA WA WA 682lbs 1 885lbs 1120 lbs NOTE: FOR THE OFFSET GLIF, USE t HE SAME ANGKUK VA I CKN ANU /1N-iC- VAWpO AS Tric o iAlrwAn✓ a"u r. - - .. TABLE NOTES: .. FIGURE 1:. FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 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 FIGURE 5: FIGURE 6: FIGURE 7. .SUGGESTED, APPROXIMATE HOLE LOCATIONS. . • • ,• • . • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED WOOD SHALL BE PRESSURE -TREATED YELLOW CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ALL • BE 600. 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 A25" THICK ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & • #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. --•) 1.uuu - r- 4.000" TI .125" 1"X 4•X.126' , MULLION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date 05/26/2026 By Mlami-Dade Product Control /1111111/ , * No.58705 �-3Q� •. STXTEF� ,•'. CVO: c1, 'ONAL A. LYf&MILLV'k P.E. FL P.E.# 68705 TABLE 7A Mullion Capacity Table (lbslft2) CAPACITY Opening Width (for vertically-sparining mullions) or Opening Height (for horizontally-sparlNng mullions) ANCHOR ADJUSTMENT FORMULA: 1 %4 %.376 Alum. Tube So In 60 In 70 In act. 90 in 1001n 120 in 140 in 160 In D (ANCHOR CAP.,,a,,-) ( ) X \ J MULLION CAP.,,,,,, Rectangular Loaning Tlo /Tden . P g Loading Rectan far 9u Loaning . Tra p]Tdeng. Loading Rectangular Loading TwplTdong. Loading Rectangular Loading Traplldang. Loading RectenBWar Loading TrapRdang. Loading Rectangulat Loading Trep/Tdang. Loading Rectangular Loediog TraDlydang. Loadng Rectangular Loafing _ TrepRdang. Loading Rectangular Loading Tr4plTdang. Loading Mullion € S - �c a �' d`K $ 20 � �' � d`K s � _ 20 -" d`¢ € � '_ 2 �d h 9 d`w S 2: � � �*, d`o' S ? s zl G � _ 4. p ci$ S " s a 1.8 a " d`rc a t5 " �` � �. _a my �is •6 p d`C n g � _ �c a � e ,_ d�K r X fr t a m. h & o & ¢,2 a . _.� - g'c a m9 � & ¢ a c5 g _ g :c a $$ s @ ¢`rc 2r ci _ �c a 3` t -` 3 5 s a r� V_ 4. a r�4 � a s r ¢rc a t4 o. m$ � a i3 � 8 e d�¢� c9 � Ec 2:• t� E S ¢K Z c g �c a �.9 �r drc =ANCHOR -CAP.,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING • TO AN ACTUAL PRESSURE 42 in 170.0. 520 170.0 435 170.0 744 170.0 478 170.0 666 170.0 505 170.0 892 170.0 510 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 48 In 170.0 708- 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 '170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 151.8 2024 170.0 680 REQUIREMENT FORT HE OPENING, WHEN IT IS LOWER 50.625 in 170.0 747 170.0 583 170.0 $96 170,0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 158.0 1919 170.0 756 136.5 1919 170.0 756 THAN THE MULLION CAPACITY 64In 170.0 797 170.0 612 170.0 956. 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 V0.0 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 170.0 861 (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL 601n 170.0 865 170.0 701, 170.0 1063 170.0 787 170.0 1240 170.0 878 170.0 U17 170.0 944 170.0 1594 170.0 996 165.5 1619 170.0 1033 129.6 -1619 170.0 1063 1'11.0 1619 170.0 1063 97.2 1612 170.0 1063 . YIELD A MINIMUM ANCHOR 63 in 170.0 930 170.0 745 170.0 1116 170.0 BSo 170.0 1302 170.0 940 170,0 1488 170.0 1015 156.7 1542 170.0 1076 141;0 1542 170.0 1122 117.5 1542 168,5 1158 100.7 1542 187.9 1157 88.1 1542 187.9 1157 CAPACITY WHICH MAYBE fib in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1086 142.8 1472 168.8 1148 126.5 1472 158.8 1130 107.1 1472 147.8 1108 91.8 1472 146.0 1104 80.3 1472 145,0 1104 USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE m m 72In 170.0 1053 170.0 878 170.0 1275 170.0 1009 150.8 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.E 1320 120.6 1049 88.0 1320 11.7.0 1024 75A 1320 112.6 1013 66A 1320 112.5 1012 ANCHOR CAPACITY TABLE, J 7 76 In 170.0 1122 170.0 937 149.6 1164 159.4 1013 128.2 1184- 139.9 994 1122 1184 125.7 978 99.7 1184 115.3 964 89.8 1184 107.5 952 74.8 1184 97.6 935 64.1 1184 93A 927 56.1 1164 92.3 925 76 in 166.1 1124 170.0 967 138A 1124 147.0 965 118.6 1124 128.8 947 103.8 1124 1 115.8 931 92.3 1124 105.8 918- 83.0 1124 98.5 906 692 1 1124 89.0 1 890 59.3 1124 84.3 881 61.9 1124 83.2 878 901n 108.1 944 111.5 750 90.1 844 94.3, 736. 77.2 844 82.1 724 67.6 844 73.3 712 60.1 844 66.5 702 64.0 644 61.4 693 45.0 844 54.2 1 678 38.6 844 56.0 668 33.8 844 47.7 662 96 in 89.1 742 91.5 663 74.2 742 77.2 652 63.6 742 67.2 641 55.7 742 59.8 631 49.5 742 54.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.8 742 39.8 590 27.8 742 37.5 564 1081n 62.6 586 63.9 530 52.1 586 53.8 521 44.7 586 46.6 513 39.1 586 41.4 505 34.8 588 37.3 498 31.3 586 34.2 492 726.1 586 29.6 481 22.3 688 26.6 472 19.5 586 24.7 466 , 111 In 57.6 555 58,8 503 48.0 555 49.6 495 41.2 555 429 487 36.0 555 38.0 480 • 32.0 555. 34.2 473 28.8 555 31.3 467 24.0 555 27.1 457 20.6 555 24.3 448 18.0 .555 22.4 442 120'in 45.fi 475 46.4 433 38.0 475 39.0 426 32.6 475 33.7 '420 28.5 475 29.8 414 25.3 475 26.8 409 22.8 475 24.5 404 19.0 475 21.1 395 16.3 475 18.7 387 14.3 475 17.2 381 144 in 26,4 1 330 1 28.7 1 305 it 22.0 330 22.4 301 1 18.9 330 19.3 297 16.5 330 17.0 293 TAR[ F 7R - - Substrate: 2.7k Concrete' 31, Concrete Hollow CMU - FlUed CMU PT Woad Metal Anchor Capacity - A�taarya. - 3/16' Elco UBracgn 114' Elco Ullmoon 3116 DeWalt Ultmeon+ 1/4' DeWalt Lltmcon+ 3116' Elco uUmeon 1/4' El.. Ullmcm 3119' DeWalt Ultracom IW OeWelt Ultracon+ 1/4' SS Elco AggieGalor 611W Eke Ultracon 114' SS Eico AggmGalor #10 Steel Screw(G6) 412Steel S.-(G5) #12 Steel Screw(25) (lbs) - Edge Distance 9n): 1' 2-12' 1" 2-1/2' 1° 2-1W 1" - 2-1/7 i' 2ALT 1" 2-12- 1° 2-1/2' 1" - 212" 2' 3.118" - 2 0.48" - 0.54' 0.324" Emhedmenl (In): 1�14' i-314' 1-314' 1�/4" 1-314- 1-T4" 1-3/4' 1.V4"1-il4' N189.6 1-114" 1-1/4- 1-1l4' 1-1/4- 1-1/4- 1-1/4" 1A14' 1-1W 1-1/4" 21 1-a18' 1.3/8' %odes ' 2 Anchors @ 4.75" Min. O.C.! Slendeid or Offset Clip (Fig. 182): 3901bs 3901be 4501bs 890 lbs 3101bs 6301bs 220 lies 8701bs 2701be 280 lbe 3541hs 7401be 230lbe 370 IW 320 lbs 580 lbs 374 It 6641bs 946 Its 341 [be 442lbe 5601bs 4 Anchors (@ 2.25 Min- O.C. / Standard (or Offset) Clip (Fig. 3): 7001bs 700 lbe 5801bs- 1410lbs 620Its 1260 Its 420 lbs 1720lbs WA 660lbs WA 630 Joe 390lbs 740 lbs 510 lbs .1060 its WA 880 Ibs NIA 6821bs - 8%Iles 1120lbs 8Anchom @ 1.15" Min. O.G. / Standard (or Ofset) Clip (Fig. 4): 9601be 1400 lbs WA WA 6401bs 2520 lbs 740 IW NIA WA 760 lbs WA WA WA 1480lbs WA WA N/A WA WA 13M fibs 17701bs 2240lbs 4 Anchors @ Y M!m O.C. / (2) 2x5Angle Gips / (FIg. 5): 780lbs 78016s 6801bs 16601bs 6201bs 1260 lbs 4401hs 17401bs 5401bs 560 lb, WA 7601bs 460lee 740 [be 640 the 11601hs 748 lbs 880 Ibs 1892lbe 68219s 885 lbs 11201bs fi Anchors @ 3' Min. O.C.1(2) 2K5 Angle Caps /(FIg. 8): 1170 1hs 11701bs 1020 lbs 2340 No 9301bs 1890 lies 6601bs 26101bs 28441bs 8101bs '840 lbs WA 11401bs 690lee 11101hs 9601bs 1740 (be - 1122 lb. 1320 Ibs 2838lbs 10221bs .13271be 16801bs 4 Anctrors @ 0,45' Min. O,C,! UL1ip, info .125' Alum. (Flg. 7): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA WA WA WA WA WA N/A • WA WA 1430Ibs 2 Anchore @ 22S Mtn. O.C.1 F-Gip (Fig. 8): 350Ibs 350Ibs 2901bs 7051bs 3101bs 6301bs 210Ibs Bfi01bs 4761bs WA 280 lbe WA 3151bs 1951bs 3701hs 255 lbs 53016s' WA 4401hs WA 341 Ibs 44211 S601hs 4 Anchors (d 1.1S Min. O.C.l F-CIID (Flg: 9): 4801bs 7001bs - WA WA 3201bs -12601bs 37016s WA- WA WA 3801hs WA WA WA 7401hs WA WA WA WA N!A 6821hs 885I1s 11201bs NU 1 E: I -UK 1 Ht UfFSt I U1-I1', USt 1 tit SAME ANUNUK YA I I EKN ANU ANUKUK VALUES AS 1 HE S IANUAKU ULIH. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE4: FIGURE & FIGURE 9: FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO-SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND _ GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH. AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK- STEEL STUDS TO SEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED as complying with the Florida. Building Code NOA-No.' 20-0406.08 Expiration Date 05/26/2026 By z/7. Miami -Dade Product Control :r No. 58705 VAT O (V . i P<OMOp•.•• • N ss •....... • JG 'ONAL E� ��` A. LAN Mlh E14, P.E. FL P.E.# 58705 TABLE 8A ' Mullion Capacity Table (lbsllt2) ANCHOR CAPACITY ADJUSTMENT FORMULA: Opening Width (forvenically-sparring mullions) or Opening Height (for holizontally-Spann Ing mWllons) 125" x 501n 601n 701n 80 in 90 in 100h 12D In 140 in 160In ANCHOR CAP.,, ,,,,, (DP_)X MULLION CAP.,,",,,.", Rectangular Loading TraprMang. Loading Rectangular Loading TrepfTdang. Loading Rectangular Loafing Traprrdang. Loading Rectangular Loading T1aplTdang• Loading Rectangular Loading TreplTdang. Loading Rectangular Loading Trapflitang. Loafing Rectangular Loading Treplidang. Loading Rectangular Loading Loadingding Trep/Tdang.LS-.a. ngular TraplTdeng. Loading 3.188" x .265" Alum Tube MuB ci S B.� 8a a c1 S� �. r19 bd a 4i �� A 4io to a 8 5 z` A r1v z' a $ S S & .� tiff r� a 3 8 _� a 'c9 �& a 3 g �� c10 t.� r 3 5 $ 4iv �.`- 1 x ci. €$• s2g a "� 3a s" x ' ci o 3 �.� 4io is -9 2> $, d €9 3 ` a �8 5, �;j a ' 8 a 8� riff -9 8 _ � a tie �' a a r1v a' B. 13 s a �� 3a � '' a 8 3 ap Svci adbS, 9 zREQUIRED"CORRESPONDING 2 �. ` �' z- o i1 �c3a 3 z: s =ANCHOR CAP.,,, - USE THIS FORMULA TO OBTAIN 'THE "ANCHOR CAPACITY TO AN ACTUAL PRESSURE REQUIREMENT HE 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170,0 1735 170.0 521 1768 170.0 521 481n. .170.0 708 170M 524 170.0 650 170.0 184 170.0 -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 1700 680 132.7 1548 170.0- 680 116.1 1US 170A 680 FORT OPENING, WHEN IT IS LOWER 50.6251. 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 179.0 1196 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 119.3 146E 170.0 756 104.4 1468 170.0 756 THAN THE MULLION CAPACITY 541n 170.0 797 170.0 612 • 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 17a.0 803 163.1 1378 170.0 837 146.8 1376 170.0 856 122.3 1376 170.0 661 104.8 1376 170.0 e61 91.7 1376 170.0 861 (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL 60 In 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1150 170.0 878 139.0 1158 187.4 930 123.6 t158 156.8 919 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 1158 144.8 905 69.5 1158 144.8 905 YIELD A MINIMUM ANCHOR 631n 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1D51 155.9 862 120.1 1051 14Z0 848 106.7 1051 132.3 637 96.1 1051 125.7 830 80.1 1051 119.5 822 68.6 1051 119.1 821 60.0 1051 119.1 821 CAPACITY WHICH MAY BE � 1i6In 167.1 957 � 170.0 789 139.3 957 161.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112.8 767 83.6 957 108.E 759 64.6 957 100.0 750 59.7 957 98.9 748 522 _ 957 98.9 748 USED AL ANCHOR OPTIONSQUALIFY FROM THE ANCHOR OPTIONS FROM THE 721n 128.7 804 1352 698 10L3 804 115.2 684 91.9 804 101.3 671 60.4 804 91A 660 71.5 8D4 84.1 650 64.4 804 78.8 643 53,6 604 72.3 633 46.0 804 69.9 629 40.2 804 69.8 628 ANCHOR CAPACITYTABLE. - J 76 in 109,4722 114.4 630 91.2 722 97.2 618 78.2 722 85.3 608 68,4 722 76.7 596 80.8 722 70.3 586 54.7. 722 65.5 580 45.6 722 59.5 570 39.1 722 56.7 565 34.2 722 56.2 564 M 781n 101.2 685 105.6 600 84.4 685 89.6 588' 723 685 78.5 577 63.3 685 70.5 568 562 685 64.5 560 50.6 685 60.1 553 42.2 685 54.3 543 36.2 685 51.4 637 31.6 685 - 50.7 536 901n 65.9 516 68.0 457 54.9 515 57.5 449 47.1 515 50.1 441L41.2 515 44.7 434 36.6 515 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 3.0.5 407 20.6 516 29.1 40496 In 54.3 453 55.8 404 45.3 453 47.1 397 Me 453 41.0391 453 36.4 385 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 26:6 366 19.4 453 24.3 360 17.0 453 22.9 356 108 in 38.1 358 39.0 323 31.6 358 32.8 318 272 358 28.4 313 358 25.2 308 21.2 35B 227 304 19.1 358 20.8 300 15.9 35818.0 293111 In 35.1 338 35.8 306 29.3 338. 30.1 301 251 338 2fi.1 297 338 23.2 293 18.5 338 20.9 289 17.6 338 19.1 285_120In 27.8 201 284 23,2 290 238 260 199290 20.4 25fi 290 18.2 253 15.4 290 16.4 249 '144N 18,1 201 16.3 16.3 186 - TABLE 8B ' Substrate: - 2.7k Concrete - 3k Concrete 3.5k CDnc. Hollow CMU -' Feed CMU - Pr Wood Metal Anchor Capacity AnchorType., 3116 Elco Ultracon 114" Elco - Ultracon 3'18' DeWall- Ultrsconr 1/4' Da a Ullraconr 5116' Elco Uitracon 3/16' Elco Ultracoh - 1/4' Fko Ullracon 3118' De Walt Ultraconi 1/4' OeWell Ullracom 1f4' SS Elco AggreGetor 5r16' Elca Ultracon 114" SS El,,, AggnsGatar #f0 Steel Screw(G5) fi12 Steel Screw(G5) N12 Steei Sorew(G5) (lbs) Edge Distance (ny 1" 2-112` 1' 2-1/2 1' 2-1/2' i' 2-12' 3_i1v 1- 2.1/2' V 2-11T 1" 2-112' 1- 2:1/2 2' 31/8' T _ 0.48' 0.W 0.324" r=dmeal(In): i•9/4' 1.3/4' 1-W4' 1.3/4- - 1-3W 1.314' 1.3/4' 1.3/4 2• 1.1/4' 1-114' 1-1/4' 1-'U4' 1-1/4' '1.1/4' 1-114" 1-114" 1-114' 1-114- 2- _ f3/a- 1-318' - vades - 2Anchors®,4.7WMin. O.C./Standard or Offset Ulp(Fig. n 390gas 390 Ibs 450lbs. ' 890Its 310Its 630Has 220lbs 870 lbs 164416s 2701bs 280 IpsJW371b� 301bs 37016s 320lbs 680 lbs 3741bs 664 Its S46lbs 341 lb. 4421bs 560 gas 4 Anchors ® 1.154 Min. O.C. / Standard (or Offset) CUP (Fig. 2} 480lbs 7001bs' WA WA 3201ts 1260Its 370 lbs WA WA WA 380 lbsWA 7401hs N/A N/A WA WA WA 682 lbs 885 lbs. 1120 Its 4 Anchors ® 3' Min. O.C. / (2) WAngle Clips I (Fig. 3): 7801bs 780lbs 680 lbs 156D lbs 62016s 1260 lbs 4401bs 1740 lbs 1896Its 5401bs 560 lbs4601bs 7401bs 64016s 116011u 748 lbs 8801bs 1892 IW 682 lbs 885 lea - 1120 Its 4Anchors 0.45 Min, O.C. / U4:IIp, Inlo ,125'Aium (Fg. 4): WA WA WA WA WA WA WA - WA WA WA WAWA WA WA WA WA' - WA 'WA WA WA 14301bs 1 Anchor/F-Clip (Flg. 5): 195lbs 1951bs 225lbs 445lbs 1551bs 31516s 1101bs 4351Ds 822 lbs 13511s 1401bs115IEs 1651. 160lbs 29016s 187lbs -3321. 473pas 1701bs 221 Its 28D lbs. 2 Anchors [j f.15' Min. O.C./ F-Gip (Fig. 6): 24016s 3501bs WA WA 16016s 6301bs 1851bs WA WA WA 190 tbsWA 371 bs. WA WA WA WA - WA 1 341 Ibs 4421bs 5801bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 3• FIGURE 2: ANGLE • • CLIP MUST ® BE USED IN PAIRS. FIGURE4: FIGURE5: FIGURE& 0 � © 0 TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS,ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND -GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 T5 AND BE A MINIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, , #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 1B-8 S.S. OR 410 S.S. C) 0 (r3 ID PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date 05/26/2026 By Miami -Dade Product Control (),AY LyA11v NO. 58705 • � 0 ; OT SS T ` S G S' NAB � A. LAN ;JIILLk�, P.E. FL P.E.# 58705 TABLE 9A Mullion Capacity Table (Ibslft) ANCHOR CAPACITY ' Opening Width(for verticaty-spanning muglons) or Opening Height(forhorizontally-spanning mullions) ADJUSTMENT FORMULA: - 1.25 X 3.25 X 50In 601n 70 In 801n 90 in 100In 120 In - 1/0 in - tell In ANCHOR CAP:,,,,,, (DP_) X `MULLION CAP.,m„re N Rectangular Loading Taprrdang• Loadng Rectangular Loading' Trap/ rbi'g. Leading Rectangular Leading TaprTe ng. Loadng Realaneular Loading TrapRriang. Loading Rectangular Loading TaprTdang. Loading Rectangular Loading Trap/Riang. Leading Rectangular Loading Tap/rliang. Loading Rectangular Loading Trap/rriang. Loading Raeangular Leading Taprrdang- Luadalg .100 Alum. Tube Mullion 'a FYI B -6 88 r �8 6ri _ k� 3 �S 6 � s a8 5� s � pp.�7 dig 9p Yt fi� r _ �B• � g dF a� fi f b• � '• fi� f $ .Rp- a � '� •� FiM dig A E .� 8.& �gy3 din i 1 �� �•- din .§� _ $ y�p� din _� _ 8 � �-gi dF a� r �� f • _ g � a ¢8 si _n I �•g dF a s_`'� E i �� 6 � �'s � I =ANCHOR CAP." USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE 421n 170.0 620 170.0 436 17&0 744 170.0 478 170A sea 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 121 153.3 1118 170.0 121 127.7' 1116 170.0 521 111.5 1118 170.0 521 95.8 1116 170.0 521 481n 17010 708 170.0 624 170.0 850 170.0 584 78T.a 978 170.0 $30 146.7 978 170.0 661 130.4 978 170.0 677 177.3 978 178.0 660 97.8 978 170.0 680 83.8 978, 170.0 680 73.3 078 170.0 680 REQUIREMENTFOR THE 50.625 In 170.0 747 170.0 563 170.0 696 170.0 631 150.7 927 170.0 804 131.9 927 166.5 708 1172 927 159.1 699 105.5 927 156.3 696 87.9 927 158.3 695 75.4 927 156.3 695 65.9 927 156.3 695 OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY 54 in 170.0 797 _ 170.0 612 154.5 869' 170.0 69,1 132.5 869 153.9 BB3 115.0 669 141.8 669 103.0 869 134.0 660 927 869 129.8 654 77.3 869 128.8 652 66.2 869 128.8 652 57.9 869 12&8 652 (FROM THE TABLE) OF THE 60 m 143.2 748 153.8 634 119.4 746 132-3 620 102.3 746 117.8 608 89.5 746 107.8 599 79.6 746 101.0 592 71.6 746 90.6 581 56.7 748 93.3 503 51.2 746 93.3 583 44.8 746 93.3 583 SELECTED MULLION. IT WILL $ 63 in 123.7 677 132.0 579 103.1 677 113.2 566 68.4 677 - 100.4 555 77.3 677 - 91.4 546 58.7 677 85.2 639 81.9 677 81.0 534 61.6 677 77.0 529 44.2 fi77 76.7 529: 38.7 677 76.7 529 YIELD A MINIMUM ANCHOR m 651. 107.E 677 114.1 530 68.7 fi77 37.8 519 78.9 817 88.3 509 61.3 fi17 78.3 500 59.8 617 72.5. 494 - 53.8 617 68.7 489 44.8 617 6d.d 483 38A 817 83.7 482 33.8 fi77 83.7 482 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL �C 721. 82.9 518 87.1 450 69.1 518 74.2 440' 59.2 518 65.2 432 51.8 618 '58.8 425 46.1 518 . 54.2 419 41A 518 W.7 414 34.5 518 48.6 - 408 29.6 518 45.0 405 26.9 518, 45.0 405 � ANCHOR OPTIONS FROM THE 761n 70.5 465 73.7 408 5&7 465 62.6 398 50.3 465 54.9 390 44.1 485 49.4 384 39.2 465 45.3 378 35.2 465 42.2 374 20.4 455 38.3 367 25.2 465 U.5 364 22.0 465 36.2 383 ANCHOR CAPACITY TABLE Min . 65.2 441 68.0 387 84.3 441 67.7 379 46.6 441 50.6 372 40.8 441 41.6 360 32.6 441 38.7 356 27.2 441 34.9 349 23.3 441 33.1 '346 20.4 441 - 32.7 34590 in 47-4 332 43.8 295 35.4 332 37.0 289 30.3 332 32.3 284 26.5 332 2 26.1 276 21.2 332 24.1 272 17.7 332 21.3 266 15.2 732 19.8 262 13.3 372 1&7 2B0861n 35.0 291 35.9 260 29.1 291 30.3 256 25.0 291 26.4 252 21.9 291 Z36836.21 1 21.3 244 17.6 291 19.5 241 14.6 291 17A 236 ' 12.5 291 15.6 232706In 24fi 230 25.1 z00 20.6230 21.1 205 17.5 230 18.3 201 15A 270 218 23.1 997 1&9 218 19.4 IN 16.2 210 ie.B 191 14.1 278 1201n 17.9 187 18.2 170 14.0 187 15.3 Is, TA OI C an Substrate: 27k Cancate 3k Concrete - 3.5k Cone. Hollow CMU - Filled CMU PTWood Metal Anchor Capacity A�narTypa 311E 111- Ullracon 114" Elco Ultacon 311E De Walt Ultracon+ 114%De Wall Ultraco 5110, El.. Mean 311E Eleo Ullacon 114" Eke Uitacon 3116' De Wall Ullacan+ 1/4' DeWaiI Ultrecon- 114'SS Bee AggmGalor 5116' Elco Nlacon 1/4" SS Elco AggieGalor #10 Steel Scaw(G5) 912 Steel Screw((35) 1412 Steel Somw(G5) - (lbs) Edge Distance Qn): 1' 2-1/2' 1' - 2-1/T r 2-1YY �1" 2a1T 3-118' 1" 2-112' 1" 2-1/2" 1" 2-11r 1.2-11W 2" 31i/v 2" 0.48' 0.54" 0.324" Embedment (in): 1-14' -1.314' 1-314" 1-314" 1.314' 1-3/4' 1-314" 1.T4" 2" 1-1/4" 1-114" 1-1/4' 1.114" 1-114" 1-1/4" 1-1/4' 1-1W 1-114, 1-114" T 131E 1-31W lades 2 Anchors @4.75" Min. Q.C-/ Standard or Offset CBp(Fig. 1): 300lbs 390lbs 4501bs 890 Its 31016s 630 lbs 220lbs 8701be 1644lbs 2701bs 2801bs 354lbe 740 lbs 230lbs 3701bs 3201bs '58016s '3741bs 664 lbs 948lbs 341 lb. 4421bs 560 lbs 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 lbs 700 lbs WA WA 320 lbs 1260 [be 370 lbs N/A WA WA 3801ba WA WA NIA 7401bs WA WA WA WA NIA 682l1bs 885 lbs 11201bs 4 Ambers Q 8" Min. O.C. / (2) 2z5 Angle Clips / (Fig. 3): 780lbs 780lbs 680 Iasi 1560 Its 620 ro5 1260 lbs 44016s 1740 lbs 1896lbs 540Ibs 560 lbs WA 7601bs 460lbs 140 lbs 640 lbs 1160'Ibs 748 lbs 8801cs 18921be 682lbs 88516s 11201hs 3 Anehors @ 0.54" Min. O.C. / U-Clip, Into .100" Alum (Fig. 4): WA WA WA WA WA WA WA NIA WA WA WA WA WA WA N/A WA WA WA WA NIA WA WA 950 lbs - 1 Andhor/ F-Clip (Fla. 5): 1951bs 105lbs 2251bs 445 lba IWI s 315lbs 1101hs 435 ibs 8221bs M Ita, 140 Ite 1771bs 3701bs 1151bS 1851bs WO lbs 2901bs 1871bs 332 Ibs A731bs 1701bs lbs T21 Ibs 28016s 2Anch m @ 1.15' Mtn O.C./ Fop (Fi9. 6): 240 lbs 3501bs WA WA 160lbs 830Ibs 1851bs WA WA WA 190 lbs WA WA N/A 370 Its; WA WA WA ' WA NIA 341 442 lbs 1 560 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 3: FIGURE4: FIGURE5: FIGURE Z . ANGLE CLIP MUST • BE USED IN PAIRS. FIGURE6: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE- 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS' SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.250" 3.250" 100" 1.25' X 3.25" X .100" MULLION FOR FIELD -MULLED UNITS 3.250"' .100" 1.25" X 3.25" X .100" MULLION FOR FACTORY -MULLED UNITS PRODUCT REVISED as comp)yIng with the Florida Building Code - . NOA-No. - 20-0406.08 Expiration Date 05/26/2026 By Miami -Dade Product Control Tr i No. 58705 0 AT, T OF _ (v�' � • � s 10NAL E1,G��` A. L'%NWMIILIIEfA. P.E. FL P.E.# 68705 © o TI T m ;A m W C• M G) C .; m 0 z lmn� z ACV G) nm�m N 0 #D' 9'0O202 m0guvA o- OMK :0=alir-9@ zD ZW�mOZ-1 .Mm CD oW=cum omm'o ODd 9D�NS wg2'Dz0 zr�-mz0 � p 30�r.7rtr1�1 N.8O :E >'M 1.m -1 ;"M O Oro:00N Cpy y Cotnx, mr2 mi13;??z •.Njrm. A30 =� m ryz�'A rramtn J-40MM -4 Omz �-WPM�O moo y0-Di��O- rt-i0o Oa �r020o Orr-n O mDyD•Z!t' DOID- cp�tmyyL73n 0G)� tnFNDOO! XOF MO-yul-i�oa� �mg N --It <T.C>3z 209 Cqp Ng 2 W O �C��ISII mrnm300 yrnU 0 D WN00� �pz FW�t�z 0-0 X zF O y.Om 5 �mF Nm `, yt Ut)I )tyyy/ m Z•O D o 1: C Z `� m 0m m O= z 0 P ia T m " y0 xp mCO 7z1I N C b 00 pZ oC") mo z Z me m r G m � . r -t sD 0 Ins ZD 3 0 NZ ,ton N 0 ,'Il �O7 O z A $ ®��® -wou o' 3' D P'P Ce P0PP C n N H n ` v N 'fi m s�o��aa o $ B m m $ $ a $ $ $ A • m a o� $ $ D $ $ $ A' J a D D Q D S> �m g' 8'if,�oo_'o $ $ D $$ $ ' cQ u N maaoo�� , �R D D D g ant aM orl m D�n c� �$.ZE _ Y$D$$$Ar's c o o mzm za pH�rn t2 N o S c! a�D�a�got �o Z A y n' c No Fr 517 951' Wag u -1 ngi l+DY°ii uN P S N fN n 5r5r $9� m �R o�ay� �iira KH> _ Mullion Length a �+ 6' uo a6 uo Mullion Capacity QbeH6 z S mg g oat MeholCapacity Requirad Qhs) ,-2 N e Mullion Capacty e Qbsma) ' i m Nw Sun Mchor Capacity Required Qba) 01. H � o e Mul4 Capacity z QbsRta) o u S g o Anchor Capacity �� Requlrod Qbs) NI. Mullion Capa.dy, r a Qhsm m VIs g A Mchor Capauly Raquhod Ob.) e� . G+ g I "I Capacity Qbsfll) e c & g g w Mchor Cape city. Required Qhs) _ -' Mu16on Cap -lit, 6 Qbsflla) O go Anchor Capacity Requlrod Ob.) g m Mullion Capacity b m g Mchor.Capac@y .Required Ob.) o. 5 m u F. 0 0 Mullion Capacity r Qbsflt� �� �. 3 s �' T Mchor Capschy fired $ v o s o Roq Obi;)�• Mullin C.P..'d x 3 0 g N Anchor Capacity `2 a Requlrod Qbs) o. c �.+ g Mullion Capecily y a s a m m ec,e Qbsfl� r 6= o m m g Mchor Capacity Rcqulrod Qbs) m' In Mullion Capecily A T L� EA•• g -• g. 4 Anchor Capacity Requited (bs) - o 5• Mullion Capacity ti Qbsfl2) 6 m M on Mchor Capacity Required ,3 cI Qbs) 2. A & Mullion Capacity Qbafll� qp 6 R 3 S MchonCepacRy .o � � Required Qbs) C Z P 4 Mullion Capacity- - '9 m Mchoreaps city Requlrod Qbs) a w Mullion Capachy Qbcfll') u _ g g g Mchor C.pochy Requited (ba) m 2_ Mullion Capacity Qbsflt) y 9' -� o 81 Anchor Capeechy - Rogwred (lost Ri ma L Mullion Capacity Qbsfltn) a e ^ g a m Mchor CapacRy Raquimd.Qba) m d Mullion Capacity Qbsfltt) 5 y� - m .9 o Mahar CapoeRy Roquired Qbs) D0x-IA•4 c• znx02 0 20DmpzZCommO .m C pq D2zD D �OOH->-.Zen7z= a;00 �mdoOn az o i3 O yo�=cEm Cz'ODO 9=o m-zi�o�E OCPy-Mcmla-TO AA 9 CC It rr-- = z OZ A ZC) ,�,n Dzb ��o0 yv ns.. S y y �n -pl 0.0 2-4 r2C0 O om0 mo�0 0 v t;D v $- c� .MDom De Impact Resist aat Wandows & Doors taereateuran- CGI Windows and Doors, Inc. sleow.toau aueet loaiea4 scunx Tel a05.691a590 TABLE11A Mullion Capacity Table (lbsffe) _ ANCHOR CAPACITY 125 x 3.94 x.824 Opening 9Wth (forvedically-spamting mullions) orOpening Height (forhorizoNe9yspanning mullions) - ADJUSTMENT FORMULA: (DP,,,) X (ANCHOR CAP.,,o,;,�\ ` / MULLION CAP.,,e,,,a, 50 In fio in 701. B0 in 90 in 100 in 120 in 140 in 1.60 in Rectangular Loading Traplfriang. Loading Rectangular - Loading Traplldang. Loading Rectangular Loading Trep/rrieng. Loading Rectangular Loading TmpRdang. Loading Reclongut.' Loading TraPfrd o - Loading -Rectangular Loading TrapRnang. Loading Rectangular Loading Trep/7riang. Loading Rectangular Loading TrapRda6g. Loading Rectangular Loading Trapl7�iang. Loading Alum. Tub e MuNon a <i _ o _ a ri _ o is o o i� _ >a ci. o a ri _ a� i4re .� a c` as _ a _ _' .g m c a s �_`'-_' _ o a t - d`a o ti o c :9 _ as Ci a - .2212 a i� E€ as 0 9 _" d`z i> _' f€ o ci a _ dry m u `_ �9 as is a ''Q dra a u - f� ., as 9! dra _ v °' E� _ _ - dra _ s u _ ` f� _ _ d`s` _ a ci _' �� ae, ai a _ - d`z` ._`^' �@. _ U - �rc W 13 e �@ _ as v a _ " = d`r"c =ANCHOR C.AP.,m USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED- CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 42 in 170.0 620 170A 435 170.0 744 170.0 478 170.0 06B 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 12A0 170.D 521 17D.0 1488 170.0 521 170.0 1735 170.0 521 110.0 1983 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 6T7 170.0 1417 170.0 680 170.0 1700 170.0 Soil 170.0 1983 170.0 600 V0.0 2267 170.0 680 OPENING, WHEN -IT IS LOWER 50.625 in 110.0 747 170.0 563 170.0 896 170.0 931 170.0 1046 170.0 684 170,0 1195 170A 723 170.0 1345 f700 747 170.0 1494 170.0 -756 170.0 1793 170.0 766 170.0 2092 170.0 756 170.0 2391 170.0 756 THAN THE MULLION CAPACITY 641n 170.0 797' 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 t434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 661 170.0 2231 170.0 $61 160.2 2403 170.0 061 (FROM THE TABLE) OF THE SELECTED IT WILL 60 in 170.0 . 085 170.0 701 170.0 1053 170.0 797 170.0 124D 170.0 878 170.0 1417 170,0 944 170.0 1694 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 148.3 2163 170.0 1063 129.8 2163 170.0 1063 MULLION. 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 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1659 170.0 1122 156.9 2060 170.0 1169 134.5 2060 170.0 1171 117.7 2060 17D.0 1171 CAPACITY WHICH MAYBE ® 661n 170.0 974 170.0 789 170.0 1169 170.0 903 - 170.0 1364 170.0 1002 170.0 1558 110.0 1066 170.0 1753 170.0 1155 170.0 1948 170.0 1210. 143.0 1966 170.0 1275 122.6 1966 170.0 .12B6 107.2 1966 170.0 1286 USED TO'QUALIFY ADDITIONAL THE m T2 in 170.0 1063 170.0 870 1)0.0 1215 170A 1009 170.0 1126 170.0 170D 170.0 1228 754.1 1734 170.0 1315 138.7 173d 169.8 138fi 115.6 1734 155.9 1364 99.1 1734 150.4 1352 86.T - 1734 1502 135z ANCHOR OPTIONS FROM ANCHOR CAPACITY TABLE. o 76 in 170.0 1122 17D.0 937 170.0 1346 170.0 1080 170.0 1209 147.4 1595 1692 1285 131.1 15SG 151.5 1266 117.9 1556 141.3 1251 98.3, 1556 128.3 1229 84.2 1S56 122.3 Vill 73.7 1556 121.2 1216 211 78 in - 170.0 1151 170.0 967 170.0 1381 170.0 1116 169,3 1245 136A 1477 152,0 1224 1212 1477 139.1 1206� 109.1 1477 129.5 1191 90.9 1477 116.9 1169 TTA 1477 110.8 1158 682 1477 109.3 1154 90 in 1420 1110 146.5 986 118A 1110 1239 969 $74 107.9 951 08.8 1110 96.3 936 76.9 1110 87.S 922 71.0 1110 89.1 910 592 1110 71.3 891 503 1110 65.6 878 44.41110 62.7 870 96 in 117.0 975 1203 872 97.5 97S 101.5 856 88,3 842 73.2 975 IBA 829 65.0 975 712 817 58.5 975 65.4 807 40.8 975 S7.4 789 41.8 975 52.3 776 36.6 975 49.3 767 108 in 822 771 84.0 696 68.5 171 70.7 685 61.3 174 51:4 771 54.3 664 46.7 771 49.0 655 41.1 T71 44.9 647 34.3 771 3B.9 692 29.4 T71 35.0 621 25.7 T71W32.46121111n 75.7 730 77.3 651 63.1 730 65.0 650 56.3 640 47.3 730 49.9 631 42-1 733 45.0 622 37.9 730 41A 614 31.5 730 35.6 600 27.0 730 31.9 509 23.7 730120 in 59.9 624 61.0 569 49.9 624 512 560 42.8 62d 443 552 37.5 624 392 644 333 624 353 537 30.0 624 322 531 25.0 S. 21.1 519 21A 624 24.6 50g 18.1 624 j 144 in 34.7 433 35.1 40D 28.9 433 29A 395 24.8 433 25.4 390 21.7 433 22.4 30S 193 1 433 20.0 381 17.3 433 18.2 376 TARI F 41R Suntrale: 27k Concrete 3k Concreteq2-IrZ 3.5k Cum. Hollow CMU Filled CMU PT Wood Metal Anchor Capacity Arcm7rype WIG' Elco Ullman 1 4' EICO Ultlacal - 3116' Dc'Na0 Uhracen. 1/4' DWIT Ullr4cUllydcon Elco '3116" Elco UOracon IW Elco Ultmol 3116• DeWaa Ullracdn. 114' DeWall Ultracm. 1/4' SS Elco AggreGaor 5/16' EICo Ultlacon UT SS Elco AggmGatnr 7110 Steel Scn (G5) x12 Steel SCW (W) t/1231ed Screw (G5) (lbs) Edge Distance (m1 V 2-1/2' 1' - 2-112' 1" 1 2-VT 1' 3-1/8' 1'2-112 1'2-112' 1' 2-1? .1.9412' T 341v 2" 0.48" 0.54' 0.324' Embedmed (my I-T4" lTr 13/4' 1314" 1-314' 13/4' 13/4' 2' 1414" 1-114' 1-1/4' i4hr 1-114" 1-114' 1-114' 1.114" 1-1/4' 14/4' 2' /3I8" Brae lerles2 Anchors @ 4.75" Mla D.0 / Standard or OtNet Clip (Fig. 1y 390 Re 390 lbs 45016s 99016s 31D IDs 630 lbs 220 Ins 16441bs 270 lbs 280 lbs 354 lbs 7401bs 2301Ls 3701bs 32016s 580 Ibs 3741bs 6641bs 94616s 341 IM 4421bs 560 Ibs4Anchm @ 1.15' Mt. O.C./ Standard (or00sel) Clip (Fig. 2y 480 Ibs 700 He NIA N/A 3201bs 1260lbs 370 IbsNIA WA 3801bs N/A WA N/A 740165 N/A N/A NIA NIA WA 6521ts 8851bs 1120 Me 4 Anchors(13-Min. QC./(2) W Angle' Clips I(Fg. 3y 7801Ds 780 Ibs 61W)os 155D Ibs 62)Ib5 126DIbs. 440 lbs 1895 lb5 540lb5 560 its N/A 760 lbs 460lbs 740 lb5 64016s 11601LG 748lbs 880 lbs 1892lb5 682 lb. 865 Los 1120Its 4Anchcn@o.54'MIn.O.C./ULgp.lnto.lm"Alum.(Fg.4? N/A WA NIA NIA N/A NIA WA N/A WA N/A .N/A WA N/A N/A "WA N/A NIA N/A WA WA N/A 1267ItS I Anchor/F-Cllp(Fg. By 195 lbs 1g51bs 22516s 4451t6 1551b5 3151b5 110lbs 435lbs 8221bs 135lbs 140 He 177 lbs 370 !Its 115lbs 185 lbs 160lbs 2001Ds i87 ibs 3321b5 473Ib5 170 IbS 221 Ibs 28D IDs 2Aixh= 9 1A& Min O.CJF�COp(Fig. 61 240 Ibs 350Los N/A NIA !,S 630 Ibs 185 lbs WA NIA WA 190 Ibs NIA WA -NIA 370165 N(A NIA NIA - NIA WA 34110s '4d21Ds 560'Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 3: FIGURE4: FIGURE5: M FIGURE 2: ANGLE CLIPMUST • . BE USED IN PAIRS. FIGURE 6t 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 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST A25" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1B-8 S.S. OR 410 S.S, 1.25" X 3.94" X .624" MULLION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date 05/26/2026 By Miami -Dade Product Control i ` . Q� •. LIGENSF •. ���� No.58705 Z0 •� STATE OF (G /1111111100, A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 12A Mullion Capacity Table (lbsffe) ' - Opening Width (far vertically-sparWrig mullions) or Opening Height(forhorizontally-spanning mullions) . 66 in 601. 701. 86 in 90 in 100 in 120 in 140 in 160 in 2 x 4 x.26 Rectangular Loading TraprMang. Lbadng Rao Oar Loading Tmp/Tdang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading Traprniang. Loading Rectangular Loading TrapfTdang. Loading Rectangular Loading Trapridang. Loading Rectangular Loading Trap/Tdang. Loading Alum. Tube Mullion L•. ci r9< _ ?.• 3 $ L• r9� sc 2• H � L �e rGG§ D � L• 3� Lc' z ci .--5a� r 3a c$'. � 2• as sG 8 c9 3 -3 _ 3 F c 2` 3�a K D 3 3 i s L� Ba g K ZE 3 c¢ -a- G do _G K 2• 3 g c .D 3v g ¢ 3 = i s 3� _�c ¢ I 2• ri sg <` c¢ 3 B tG K D 3 = 2` 89 L Z• B g c i• �e ¢ S E c 2r ria Q K i= ri c¢¢ ;^ 8v -59u t -& c 1 42in 170.0 a. 1..0 435 170,0 744 170.0 478 170.0 868 170.0 508 170.0 992 ' 170.0 519. 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0. 1731 1T0.0 121 110.0 le. 170.0 .1 48 in 170.0 708 170.0 524 170.0 650 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 651 170.0 1275 170.0 6" 170.6 1417 170.0 680 170.0 1700 170.0 -680 170.0 1983 170.0 680 170.0 2267 170X 680 50.625 n 170.0 747 170.0 563 170.0 896 1 170.0 631 170.01 1046 1 170.01 684 170.0 1195 1 170.0 723 170.0 1345 170.01 747 170.0 '1494 1 170.0 1 756 170.0 1 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 1 756 .541n 170.0 797 170.0 612 170.0 956 170.0 . 691 170.0 1116 1 170.0 754 170.0 1275 170.0 803, 170.0 M34 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2550 170.0 861 60 In 170.0 885 170.0 701 170.0 1053 170.0 797 170.0 1240 1 170.0 878 170.0 1417 170.0 944 170.6 MR 170.0 996 170.0 1771 1 170.0 1033 170.0 2125 170.0 1063 170.0 2479 110.0 1063 160.8 2680 170.0 1063 63 in 170.0 930 170.0 745 170.0 111E 170.0 850 176.0 1302 170.0 94D 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 1 170.0. 1122 170.0 2231 170.0 1169 166.7 2553 170,0 1171 145.9 2553 170.0 1171 § 661n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 '1364 170.0 W02 170.0 1658 170.0 1086 170.0 1763 170.0 1155 170.0 1D46 170.0 1210 170.0 2338 170.0 1275[37.0 2437 170.0 1286 1329 2437 170.0 1286 c 72 in 170.0 10W 170.0 878 170.0 1275 170A 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 21S4 00.0 1488 2184 170.0 1529 109.2 2184 170.0 1530 as 76 In 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0. 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.6 1950 170.0 15D5 123.8 1960 161.6 1548 1960 154.0 1535 92.9 1960 1527 1531 2 781. 170.0 1151 170.0 967 170.0 1381 170.0 1118 170.0 1611 170,0 1250 170.0 1842 170.0 1389 1527� 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 1654 901n 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127.8 1398 136.0 1198 111.8 1398 121.3 1179 99A 1398 110.2 1162 89.5 1398 101.6 1147 74.6 1398 89.8 1122 1398 82.7 1105 55.9 1398 78.9 1096 961. 147.4 1229 161.5 1098 '122.9 1229 127.8 1079 105.3 1229 111.2 1061 92 1229 98.9 1044 81.9 1229 89.6 1029 73.7 1229 82.4 1016 61.4 1229. 722 993 1229 65.9 977 46.1 1229 62.1 967 108 In 103.5 971 105.8 877 .88 971 89.0 862 74.0 971 772 S49 64.7 971 68,4 837 57.5 971 61.8 825 51.8 971 56.5 815 43.1 971 49.0 796 971 44.0 782 324 971 40.8 771 1111n 95.4 911 17.3 132 79,5 919 81,9 819 68,1 919 70.9 806 59. 91g 629 794 53.0 919 56.7 784 47,7 919 51.8 774 39.7 919 44.8 756. 919 40.2 742 29.e 919 37.1 732 12D In 75.5 706 76.8 718 629 788 64.5 705 53.9 766 55.0 fi95 47.2 71W 49.4 fi86 41.9 788 "A 677 37.7 78fi 40.5 668 31.5 786 34.9 653 27.0 788 31.0 641 23.8 786 Z8.4 631 144 in 43.7 546 44.2 504. 36.4 646 3T.0 408 312 546 31.9 491 27.3 546 28L2 485 24.0 546 25.3 479 21.8 546 229 474 162 546 19.5 484 15,6 548 17,2 455' 13.7 546 15.5 448 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_)X /ANCHOR CAP.,,d„_% =ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING' TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED.TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. - - Substrale: 27K Corcrele " 3K Concrete 3.5k Co.. HDinW CMU• Filled CMLI PTWood Metal Anchor Capacity ArcmrType: 3116"Elco Unman 1/4" Elco ullmon TITS' DeWall Ullmo-n* 114" DeWall Ulbacon. 5f16• Elco UIIra= 3116" Elco Ull- 114" Elco Ullman 3/16' 0M.Il Ullracon. 1/4' De Walt Ull=01. 7!d• SS Elco AggreGalor 5l16" Elco UOracon V4• SS Elco AggreGalor 910 Sled Screw(G5) 012 Steel 3cUM(G5) 912Sted Screw(G5) gbs) Edge Distance (m) 1" 2-LT 1" 2412• V 2-1/2• 1" 2-1/2" 3.1/8" 1• 2-1/2' i" 2-1/2 1" 2-112' 1' 2-1/2' 2' 3-1/8' 2• 0.48' 0.54• 0.324" EmbedmeN (m) 1314• 1.3'4" 1.3/4' 1 W T4 1314- 13/4- 1321W 1314' 2' 1-114- 1-1/4" - 1414- 1-1/4"I 14M 1-114• 1-U4• 1-114' 1-1/4' 2' - 13'e• . 1318• lades 2Anchos@4.75"Mln.O.C./StandardorOffset ClIp(Fig. 182),3901bs 3901D5 4501ba 890 lbs 3101bs 6301os 22D Ibs 870 lbs 1644 lbs 2701bs 280 lbs 3541bs T40 its 3Mlbs 32016s 5601bs 374Its 664 lb. 9461bs 341 Ibs 442lbs 56D 1o6 - 4Anchas@268"Min. O.C. I Standard (or Offset) Clip(Rg. 3) 7401bs 740 lbs 6301bs, 1485 Ns 6201os 12601Is 4301D5 17301bs 14241bs IVA 650 lbs NIA 695 lbs 740 lbs 575lbs 1110 IDS NIA 880 lb. WA 6B21ts 8951bs 1120115 6Anchm 0 1.71' Min. O.C. l Slandard(orOffsd)Cl1p (Rg. 4) 8651bs 1050I2 758 lbs 19461bS 7051bs 1890lbs 608 lbs 2558 lbs N/A WA 7051bs NIA 799Its 1110 lbs 6lglW 1478lbs - NIA NIA WA 10221bs 13271bS 1660 its 4Archors@3'MIn. O.C. /(2)2x5 Angle CGI l(Rg. 5) 7e01b5 78 bs. 6601bs 1560 Ibs 620 Ibs 1260lbs 440 lbs 1740 lea 1896los 54D Ios 5601ts N/A 760IW lbs 740 lbs 640Iba 1160ls 748149 8801os - 18921bs 682IDS 885IM 1120Its 6 Art lees @ W Min. Q C. / (2) A5 Angle Clips I (Rg. 6) 1170 lbs 1170 lbs 10201bs 2340 Ibs 930 lbs 18901bs 66D Ibs 2610 lbs 28441bs 810 bs .840 U NIA 11401bS 1110 lbs 960Ibs 1740 lbs 1122 Its 1320 lbs 28M W 1022lbs 1327'lbs 16SO lbs' 3 Anchors@1.34'Mi. O.C. I U.C41p, into.125' Alm. (Fig. 7) NIA WA NIA NIA NIA N/A WA WA NIA WA NIA NIA WA N/A NIA NIA .N/A NfA WA. WA N 0731 6Anch=@0.66-Min. O.C. l U.CBp• Into.12V Alum. (Fig. 8) NIA WA N/A N/A NIA NIA WA WA N/A N/A .NfA NIA ILA WA NIA N/A N/A N/A WA WA NIAIA 2f Ibs 2Archns@2.68'h41n.O.CJFZI,Ip(Rg.9) 370 lbs 37016s 315 lbs 7431M '310lbs 63D lbs 215W 8651bs 7121bs WA 280 IbS N/A 3481bs 3701b5 2891bs 5651bs NIA 1401bs WA - 3d11Ds 4421b5 5601bs 3 Anchors @ 1.71'MIn. O.CJ FCep (Fig. 10) 4431bs 625 lbs 379 lbs 97311s '353lbs 945 lbs 304 lbs 12791bs NIA WA 353 its NIA: 3991bs 2531bS 555 IDS 3091bs 7391bs NIA NIA WA Sit IDS 6641bs 6401bs PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.08 Expiration Date ���� 0^512,,612026 By Miami -Dade Product Control NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP, CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: o • • • - • • • TABLE NOTES: - • • 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-1 FOR METHODS. 2.000" 11111 U J� N•',;FNM • • • • • GENERAL INSTALLATION ` Sh%/� •' �w F '•.lam': FIGURES: FIGURE 6: 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 S 21-23. HOLES TO BE DRILLED IN ON SHEETS 21- 3 FIGURES SHOWSUGGESTED, APPROXIMATE HOLE - . • e . N . THE FIE D FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN LOCATIONS.•�Z D Cr' 1 %AT ' C) OF . ` FIGURE 7: 'FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE YELLOW SOUTHERN PINE WITH AN SG OF 0.55. .jPGORIDi'. • •' \�� % SSA ' • • • • • • • ' ' ' • (FIGURES 586) MUST BE USED (CMU) -TREATED ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125"THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 2" X 4-X .25" MULLION ``C� ��� - /i// �NAI.IL • GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW L� IN PAIRS. A. LYNN MILLER, P.E. • THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. FL P.E.# 58705 Mullion Capacity Table IbsNt2 - Oponin g Width (for verfical1y-spanrirg mullions) or Opening Haight (for lnrizOrltally-spanningmtllions) ANCHOR CAPACITY ADJUSTMENT FORMULA: 2 x 8 x.25 501n OO In . 701n 80 in 9D In 1001n 1201n 1401n 1601n / ANCHOR CAP-„m,,,,` (DP„•)X MULLION CAP.r„,,,,� Rectan tar 8u L.efiOB T rap/Tdang. LoednB Rectangular Loadng 7teplTdeng. Loafing Ractenguiar Loading Trap/rdanB. Loafing Rectangular Loafing- Tmp/rdang. Loading Rectangular Lnedng TmprTdang. Loadng Redangul r Loafing TMPlMd m Loafing Rectangular Loading TrapRdang. Loading Rectangular Loafing M.p/Tdang. Losing Rectangular Loading Trep/Tdang. Loading Alum. Tuba Mullion r a r a G U9 �.• a u d� .9 ;; a s9 .�� r as U9 §a r A og i• ., ,_ �< �` a� r 3� r a^ �' to r a 11 r m o� �v �� �• .DA 8 �� r �' t� r a �� 2 r ^ a 8d -5a r 8 9 o� 5 r- m^ a� "' �' B 3� r o� ua -5& ao� �� E r �o ��- 4 r �� 2 r 3� £'� d`¢ r �� 2 '"a �� r -� �� t� r U _� :2 r. a t3 ¢z r a . =� :9 r s u9 �� d`rc .a �� 25 a U9 rQ d`rc r B �� 21 r a U9 ��- ¢`¢ =ANCHORCAP... USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 510 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 ' S21 481n 170.0 708 1TO.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 880 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 -2267 _ 170.0 680 REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER 50.625 in 170.0 747 17o.0 583 170.0 898 170.0 631 170.0 1040 170.0 084 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 t70.0 zo9z 1i9.D 758 na.o 239t 17o.D Ise THAN THE MULLION CAPACITY lain no.6 797 no.D 612 no.6 956 170.0 s9f 17D.o 1119 no.g 754 tto.o 1275 vo.o e09 no.D 1434 nD.o $al nD.9 1594 no.o ash no.D -1913 nD.D 881no.o zzal nD.a e61 n9.o zssa no.o efit (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL 60 In 170.0 685 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1594 170.0 ON 170.0 1771 170.0 1033- 170.0 2125 170.0 1063 170.0 2479 170.0 1063 170.0 2833 170,0 1063 YIELD A MINIMUM ANCHOR 831n . 170.0 930 170.0. 745 170.0 1116 170.0 B50 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1189 170.0 2603 1TO.0 1171 170.0 2975 170.0 1171 CAPACITY WHICH MAY BE USED TO ADDITIONAL ram. Be in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0J2078161 70.0 1763 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 QUALIFY ANCHOR OPTIONS FROM THE 0 721n 170.0 1053 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1128 170.0 1T00 170.070.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 148E 170.0 2975 170.0 1529 170.0 3400 170.0 1530 ANCHOR CAPACITY TABLE. ='t 3 761n 170.0 1122 170.0 837 170.0 1346 170.0 1080 170.0 1570, 170.0 1209 170.0 1704 170.070.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1629 170.0 3140 170.0 1694 170.0 3589 170.0 1705 781n 170.0 .1151 170.0 987 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 70.0 20M 170.0 1474 170.0 2302 170.0 i564 170.0 2763 170.0 1700 170.0 3223 170.0 1777 t70.0 3883 170.0 1788 901n 170.0 1328 170.0 1144 170.0 1594 170.0 -1328 170.0 t859 170.0 1498 170.0 2125. 170.0 T0.0 2391 170.0 1793 170.D 2656 170.0 1918 170.0 3188 170.0 2125 158.0 7413 170,0 2273 136.5 3413 170.0 2361 981n 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2267 170.0 70.0 2550 170.0 1952 170.0 2833 170.0 2095 160.0 3199 170.0 2338 137.1 .3198 168.6 2470 120.0 3199 156.1 2428 108 In 170.0 1596 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 4.E 278t 170.0 2271 148,3 2711 161.9 2333 123.8 2781 140.4 2281 tOS.B 2781 125.9 2234 92.7 2781 118.0 2180 n 170.0 1638 170.0 1454 170.0 18fi6 170.0 1700 170.0 2293 170.0 1832 170.0 2821 170.0 51.E136.8 2832.4216n ]2. 1700 1771 170.0 158fi 170,0 2125 170.0 11659 154.4 2252 15g.g 1991 135.1 2252 141,4 20.1 2252 1272 1938 1082.,.n 125.1 1564 128.6 1445 104.3 1684 108.1 1425 89A 156/ 91.5 1407 T8.2 1564 80.7 9.5 1564 72.3 1373 626 1584 fi5.7 1358 52.1 1564 58,0 1330 44.7 1564 492 1305 39.f 1584 44.4 1283 ABLE 13B Substrata: , - 2-7k Concrete . 3k Concrete 3.5k Con.. - - Hollow CMU I Fftd CMU PT WWd Maul Anchor Capacity AnclwrType: 311W Eic. Ulm-t0lreeon 1/4' El,. 311W Dewalt Ultrecon. 114' DeWalt Ultracortr 5116' Elw Uttracon 3/i6' Elco Ultrec.n 114- Elco Ultrecon 3/16' D.W.It Uareconr 1/4' CeWelt Ultmcarn 1/4' SS E1co AggreGalor 5/16' Elc. Ullrecon 1W SS Elco AggreGatar #10 Steel Screw (G5) 412 Steel Screw (G5) #12 Steer Screw (G5) (Ibs) Edge lfisWrlce (in): 1" z-12' i' 2.11T 1' 2-112" 1' 2-1/2• 3-1/w r 2-11r r 2-112• r 2-1/2' r 2-1/T 2- 3.1/8- 2' 0.48• 0.51- oa20 Embedment 0n} 1-314" I-W4• 1-3/4' 1.3/4' I-W 1-3/4' 1.314' 1J74' 2• - 1-114" 1AM" 1-1/4' 1-1/4' 1.1/4' - 1.1/4' 1-114' 1-1W. 1-114" '1-iw r 1-TV 1-3/w - wades 2Anchors @ 4.75' Mtn- O.C.I Standard or Offset COP (Fig. 182): 3901bs 3901bs 4501bs 8901bs 3101bs 6301bs 220Ibs 8701ns 1844 Ins 270 lbs 2801bs . 3541ns 7401bs 2301bs 3701bs 3201bs See Ibs 3741W 6641ns .946 Ibs 341 Ibs 4421bs 560 IW 4 Anchors ® 4.66' Min. O.C. / Standard (or Offset) Clip (Fig. 3) 780 ins 780lbs 9001bs 17801bs 6201bs 1260 Ibs 440 lbs 17401bs 32321hs 5401ns' See ft 708 ft 1480 Ibs 4601bs ' T401bs 640 ins 1160lbs 7481hs 1272 lbs 18921bs 6821bs S85 Ibs - 11201bs 8 Amhara ® 1.71' MaO.C. / Standard (or Met) Clip (Fig. 4): 11801ns 1400 Ibs 10101bs 2595 g s 940165 25201bs 810 Ibs 34i01bs WA WA 940 Ibs WA 10651bs 67516s 14801bs 825IW 1970 ft WA -- WA NIA 13831bs 1T701bs 22401bs 4 Anchors @3'Min. O.C.!(2)TxS Angle Gips/(Fg. 5): 711 Ibe 780Ins 680 Ibs 1560 Its 6201bs 12601bs 440lbs 17401bs 18961bs 540 Ibs 560 Ibs WA 760lbs 4601bs 740 Ibs 6401bs 11601bs 7481bs 8801bs 18921b5 682IW 885 im 11201bs 8 Anchors @ 3' Mi. O.C. / (2) 2.5 Angle Clips! (Flg. 8g 15M Ins 1560 Ibs 1360 M 3120 ins 1240 Ibs 2520ls 8801bs 34801bs 37921bs 10801hs 1120Ibs WA 15201bs 920lbs 14801bs 1280lbs 2320lbs 1496 Ibs 1760lbs 3784 Ibs 1 1383 Its 1 17701bs 22401b$ 12 Anch- Q 1.5' Mi. O.C.1 (2) MAn& Gips l (Fig.7p 16601bs 2100lbs 14400s 37801b5 1260 fbs. 37801bs 12DO Ibs 5100 IW WA WA 1320 lbs WA 15001ns 960lbs 2220lbs 1140Ibs 2880 IW NIA WA N/A 20451bs 26541bs 33601ns 4 Anchors ® 1.34' Min. O.C. / U-Clip, Into .125• Alum (Fig. 8p WA WA WA WA WA WA WA _ WA WA WA WA WA WA N/A NIA WA WA NIA WA N/A WA WA 143016s e A.M. Q 0.84' M'ur. O.C. I LLClip, Into .125 Alum IFg- 9): N/A WA WA WA WA WA . . WA WA WA WA WA WA WA - WA WA N/A WA WA WA N/A WA NIA WA WA 2861 Ibs 2 Anchors Q 4.6V Min. O.C.1 F-Clip (Fla. 10k 39016s 39016s 4501bs 8901bs 3101bs 63-0 H-0Lft 16161bs 2701bs 2801bs 3541bs 7401bs 23016e 370 Ibs 3201ns I 5801bs 37411ns 1 636 ins 946 Ws 341 Ibs 4421bs 5601bs 4 Anho @1.71'Min. O.C./F-Clip(Fig. 11): Arr1TC• CnC TLJC r1CCCR nr ro tree Tuc cwr.wr• nwrnur.n 590lbs nw�.-.�.� 700lbs 1 SMIbs ..�....�...... 112981bs 1 4701n. MO Ibs 4051bs. 1705lbs NIA - WA 4701ns WA 5331bs 3381bs '740 Ins 413lbs 985Ins WA WA WA 6821bs -8851bs 11201hs FIGURE 1: • FIGURE 5: FIGURE 2: FIGURE 3: FIGURE 6: FIGURE 4: FIGURE B: FIGURE 7: VALUES AS THE STANDARD CLIP. TABLE NOTES: - FIGURE 9: FIGURE 10: FIGURE 11: • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TA13LES 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. - • L-d• • 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 HOl Ic I ncATlrrotic ANGLE • • CLIP (FIGURES • • 5-7) MUST BE • • USED IN PAIRS. .250" fl 6.000" 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 (18GAUGE). 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 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. 2• X 6" X.25• MUWON QJ gm HAN c9 gar: E Inn .p PRODUCT REVISED as complying with the Florida Building. Code HOA-No. 20-0406.08 Expiration Date 05/26/2026 By Miami -Dade Product Control O * No.58705 STATE OF %ss'ONAL E��G �• A. LYIJ} mliiL�, P.E. FL P.E.# 58705 U1 xl�xmOy po 9'to)OOCC p0rrrlC ?ON tnn Amr Mr'=m Opm� N0z I.D-2r•C-I °r°m ontz '0 t> x0rn #x�mc�' rnF0 2'DOZCO CM'C sezm CZ Omr u0-i•OZO M NDOZ-i� 025 w tp m^ W. Z m m O o � (ZjDD�cy �mr M>ZD2, vmv, WZRZDr MOM Z C O r n Q, o O O oz0'roi+2x m ff+ 'S = - OOwD?-I 0G)0 �gwC-10 mp-t <>zZ>W ER- InOCio Dzm mrr4=-v z�!n I-x Drop !n c�rr;; T�pl %-4xmo5 MM m D ID �in0>0$o0,0 0 �D?=z I p rtn OM 0 r x z z D gWp rnm zo --{i m mcZco ow ���mo zm ym mm 0,..��$ y2 N-a:_.mr Nro tem O;OFiI < m O No W o -D+ \\,t�tt n il,tryyii ? -n �y �l Yz_0.�1 z p r_'• mK-2 �o ° r=-D:A _ coM: . T �":•a �N . M m Nm m m= o 00 Ap O Z � z z mC O r0 Z O Z y "O 2 In zz. t7 m =' =m OD 0, In Cn Z O Cl) -i N 0 .Z 0 0 0 0 z P n x C-'"; 3 ?a$O o e oro9C w N'O m N C q .Ot paj R. Mull Length -1 H C N O+ C m a I. - -3 a N w m a v n u 'oW, MwNon Capacity m u iv Obsla2) s o. �m ,a _ AnchorCapacity Regidred Obs) i in b m MNIfon Capacity (TbsItM -i 6 o in o o Lti N MchwC-,it, m Required pbs) MWRon Capacity �p - 6 Mchor Capacity ro .p N It g MWRon Capacity o Qbsrtt2) e' tom, 5 Mchw Capacity Required phs) MWRon Capacity o Obs M v d i s Anchor Capacity Required Obs) 5 O m MWRon Capacity ,$'i Obs1112) or g� m rO � co- MchwCappcity a RegWrea(ms) MWGon.Capacity ,o _ Mchof Capacity P. w m Requred ' g MWllan Capacity 9 w u w Obs/IIZ) n �� 2 e . c 0 u of N $ `ui' $� v a Mchw Capadty Required Ob.) n w Capacity z ,Q; c 3 5d oOCQ2pahity ' v ma Capacity pbs) F • , n v A e m 5 fO , CapacitySd Ps) > N 'MWRon Capacity � .�. m a b •. Ob.HM) 0 o S Xi i3 Anchor Capacity � ItegWred phs) S w o MWRon Capacity �+ a A. city Capacity RegWredObs) MO.. Capacity p M m w i..+ is Obs)62) _ = Mchor Capacity Required Ob.) ... m H m Milan Capacity a m ObaRt2) s Mchw Cepadty u > Requred Oba) . n fe m MWIton Capacity �• a Obsflf2) tl a m _ w N N Mchw Capacity Regubed Ob.) N $ M" UM Capacity y s w m posmz) s " m' S'i w w Nm a 8i 'a a MchwCapaciry Requred (Ibs) MWllon Capacity zl m is L.I N of Im2) s g� _. {,t S m $ Anchor Capacity RegWred Obs) a MWfion Capacity -+ 5 Obalnz) � � a MchwCapaclty Required I-) D DC O< m T O w x -I C z nM vrttt CDmD°pmM p x x 0 D p 3 Z z C z C D ,M O ;Umo:D m,�=_4Z)Mgt7cm -i, Om� �� Nn 'D 9.CZ fnCO'00 3 1 O C zx O OZ OCrmr C zT-0AOC x> O D O O Z in W{ O,n O 1 m Z A p 9 DOo O�ODr2 a0 x O CZ� _�. pmA`Srm�mm mZ m r D QQ @ S m� �.� O z v Impact Resistant ® Wisnxndows & Doors mntem' CGI Windows and Doors, Inc. sreow+owsn.ei wmeel,,nv+'n raaossaaesm TABLE 15A Mullion Capacity Table (IbsHe) - ANCHOR CAPACITY Opening Width (forverdoally-sparlring mtiliorls) or Opening Height (for horizonta*sparcing muilions) ADJUSTMENT FORMULA: 3.25" 30 501n 601n 70 in 6o In 90 in too In 12D In 1401n 160 in ANCHOR CAP.,,„,,,, (DP_)X ( ) MULLION CAP.,,,,,,,,, Rectangular Lo rmg Tre den PIT g• Loafing Redo War g Loading Tre Rden . P 8 Loading Rectan lar W Loading Tra den . PIT 9 Loadng Rectangular Loadng Tmp/Tdang• Loafing Rectan lar gu Loading Tra dan . W g Loading Reatargular Loo ling Tre p/rdang. Loafing Rectangular Loading Trap?deng. Load ng Rectangular Loading 7repRdang. Loa line Rectangular Loafing Trap/Tdang. Locdtg DEG. AL BAY MULL r n _ c a o. " : K r A ci c x .q a ci E K r m a _ E c a 'a "g %° a g K r 1-. o E c r. '°� ci 6 R r a' u " c r as u m r ii a E o r a ci o a t K r a r:1 -5 = g c¢ r a� ci o t 6' r cR 5 e g E c r ''� ci a S.� qq ¢ K r a u g� c r @ a g E' K r a ri 5� - g f c r "� 3 o t9 y d r g' u �. r ci � `" 6 K r u S� _ c r ci a 0.8 t d� K r 1i S� = i t✓ r ci $ a. r K r ri 83' - " c r rig a �T R� r s 8 ci 5� �+ E a 'r3 =' r r' r:+ 8 c¢ r ci a ci 5'` i s r ci v t� K B _ Sg `� a c r ci a 6 K =ANCHOR CAP.,m USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO UI ACTUAL PRESSURE REQUIREMENT FOR THE 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 US 170.0 506 170.0 092 170.0 519 170.0 Ilia 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 149.1 U40 170.0 521 46 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 1622 1522 170.0 680 130.6 1522 170.0 6B0 114.2 1522 170.0 680 OPENING, WHEN IT IS LOWER 50.626In 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 -684 170.0 1195 170e - 723 170.0 1345 170.0 747 164.2 1443 170.0 756 136.9 1443 170.0 756 117.3 1443 170.0 756 102.6 1443 170.o 75e THAN THE MULLION CAPACITY THE TABLE) OF THE 54 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 Me 170.0 754 170.0 1275 17M0 803 160.4 1353 170.0 637 144.3 1353 170.0 866 120.3 1353 170.0 861 103.1 1353 170.0 861 90.2 1353 170.0 661 .(FROM SELECTED MULLION. ]TWILL 601n 170.0 885 170.0 701 170.0 1063 170.0 797 167.0 1218 170,.D 878 146.1 1218 170.0 944 129.9 1218. 159.8 936 116.9 1218 152.1 924 .97.4 1218 146.1, 913 63.5 1218 146.1 913 73.1 1218 146.1 913 YIELD A MINIMUM ANCHOR 83 In 170.0 930 170.0 765 170.0 1116: 170.0 050 150.2 1150 1688 833 131.4 1150 153.0 914 116.8 1150 141.9 898 105.1 1150 134.2 885 87.6 1150 126.7 871 75.1 1150 1262 870 65.7 1150 126.2 870 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL r� 68 in 170.0 974 170.0 788 1524 1048 165.8 e81 130.E 1048 146.E 884 114.3 1018 133.1 950 tote f048 123.4 839 01.4 1040 116.8 830 76.2 1048 109.4 821 85.3 1018 1082 818 57.1 1W8 1082 618 ANCHOR OPTIONS FROM THE e m 721. 140.8 880 147.9 764 117.4 680 126.0 748 100.E 880 110.8 734 88.0 880 100,0 722 78.2' 880 92.0 712 70,4 880 8e2 703 58.7 880 79.2 693 50.3 880 76.5 688 44.0 880 76.4 68e ANCHOR CAPACITY.TABLE. •, 76 01 119.7 780 125.1 690 99.8 790 106.4 676 85.5 790 93.3 663 74.0 790 83.9 652 66.5 7gg 76.9 643 59.9 790 71.7 636 49.9 790 65.1 fi24 428 790 821 619 37.4 790 61.5 617 M 781n 110.8 750 115.5 657 923 750 98.1 644 79.1 750 85.9 632 59.2 750 77.1 621 61.5 750 70.6 612 55.4 750 65.7 605 46.2 760 59.4 594 39.6 760 56.2 588 34.6 750 65.5 586 'Sol. 72.1 563 74.4 500 60.1 563 629 491 51.5 553 54.8 483 45.1- SW 48.9 475 40.1 563 44.4 468 36.1 563 40.9 462 30.0 663 362 ' 452 25.8 663 33.3 445 22.5 5.63 31.8 442 961n 59.4 495 61.1 443 49.5 495 61.5 435_ 42A 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 40D 21.2 495 26.6 394 111.6 495 25.0 390 108 in 41.7 391 42.6 353 34.8 391 359 348' 29.8 391 31.1 342 26.1 391 27.fi 337 232 391 24.9 333 20.9 391 228 328 17A 391 19.7 321 14.9 391 1111n 38.4 376 39.2 335 32.0, 370 1 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22,8 316 19.2 370 20.9 312 16.0 370 18.1 305 120 N 30.4 317 30.9 2B9 21.3 317 26.0 2a4 21.7 317 22.5 280 19.0 317 19.9 276 16.9 317 17.9 V3 1315 144In 17.6 220 17.6 203 ABLE 15B - Substrate: 27k Concrete 3k Concrete Hollow CMU Riled CMU - PT Waad Metal Anchor Capacity P tY Auhor7YPe• 3/i6" Elco Ultrecon 1/4' Flco Ultnecon 3/16- DeWell Ullmcom 1/4' De Walt Ultreconr El.. Tr 3/16' Elco Ultmcon 1/4- Eko UBracon 3116' DeWall Ultmcont 114' DaWalt UI12com 1/4' SS Elco AggreGalor 5/16' Elco Utrecon 1W SS Elco AggmGalor #10 Sleet Screw(GS) #12 Steel Screw(G5) #12 Steel Semw(G5) (Ib9) Edge Distance (in): 1' 2-1/2„ 1' 2-1/2' 1' 2-1/2 T 2-12' T 2-112' 1' 2-112 1` 2-1/2` 1` 2-112' 2" &1!8' 2' OAB' - 0.5A° 0.324' Embedment Qn): 1-314' 1-3(4' 13/4'- I-W 1-314' 1a/4- 1-3/4' 1-314'1-111 1-1/4" 1-114', 1-111 1.1/4' 1-114' IAA 1.1/4' 1.174' - 1-1m 2' 1-3;L T-F lades 2Arahors®0101n: O.C. I(2)WAngle Clips/(Fig. 1): 39016s 3901hs 10lb, B901bs 3101bs -630 lbs 220 Der 870lbs 1700 lbs 270lbs 280Ibs 354 lbs 740 lbs 2301bs 370 lbs 32016s 580Ibs 374 lbs . 7201bs 946 lbs 341 lbs -4421bs 560 Ibs 4 Anchors ®3.3•Min. O.C./(2) 2x5 Angle Clips/(Fig. 2): 7801bs 780Ibs 790lb5 16701bs 6201bs 1260lbs 440lbs 174016s 26251bs 5401bs 560lbs WA 112D lbs 4601bs 7401bs 6401hs 11601bs 748 lbs 8801bs 18921b1 6821bc 885lbs 1120 lbs 6 Anchom Q Z71• Min O.C. / (2) 245 Angle Crips / (Fig. 3): 11201bs 112016s 958 lbs 2246 ibs 9301bs 18901bs 648lbs 25981bs 2254 [Its WA 840lbs WA 1059 (be 646 lbs 1110 lb s 8791bs 167816s WA 1320 lbs WA 10221bs 13271bs 168016s A- A 91 I% 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: ' 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. FIGURE 2: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 11) 1111 I / 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. - .125' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON,SHEETS 21-23. �l NY LYNN • • • • 30"?O• FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. '� LICENSE • '•..�� �� Qom. ' 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 3.250" _ No. 58705 • FIGURE 3: - • • CONCRETE -BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" - - ��_ • �_ THICK. STEEL.STUDS TO SEA MINIMUM GRADE 33 AND .049' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT 30. BAY !� ;� /?.0 (V • • LEAST.125"THICK AND A36. ALL ANCHORS (NTO METALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MUWON THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. �0�:• TAT OF (V` �� (� ' ••F<O11101" •"• •E;,G ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. _ �\` ' /01VAL A. LY�ItJIMILL��, P.E. FL P.E.# 58705 Mullion Capacity Table Ibs/R2 ANCHOR CAPACITY _ 3.26" 45' Opening Wrdth.(forverticalty-spam_ ing _ mullions) or Opening Height (for hoii onial"panni g mullions) ADJUSTMENT FORMULA: ANCHOR CAP.,,,,,,,,, (DP,�,)X ( ) MULLION CAP.,,",,,",. 501n 601n 701n 80 In 00 in 100 in 1201. 1401n 160 in Raclangplar Loading TrapRdeng. Loadn g Rectangular Loadn g TrepRdenB• Loading Rectangular Loadin 9 TrapfTdang. Loadin g Rectangular Loadn i; TrepRdang. Lcadin 9 Rectangular Loading TraprTdanO• Loadn g Rectangular Loadn g Trap/Tdang. Loading Rectangular Loadm 9 TrapRden9. Loadn 9 Rectangular Loadng Tmprrdang. Loadn 9. Rectangular Loading TrapRdang. Loadin 9 DEG. AL BAY MULL ;_• g o� oR. r a.� t � d`¢ r B. = „ �o .r %.' _'� a?rc r ` � E� r oA o e r � d`rc r a ri ��. r as S _ �. d`rc r n is F m g �� r o.a ci o $a r 8. ri s g ��. r RE ci •d d`� r o N 3 ��. r @ L 'a d`� a o �� o t � .2rr r i� � �I r �i d dz .r R r:1 = g Ems. r RA u o 5 S .2& r n ci N fir, r n r:1 $ 'E � - r& z• i ci a Eo r Re ri & % � d.2 r a. cis � 2 20 ,• u @ � � A. ci 3 �� o � � ¢`rc r ci ��. r S � P, ¢¢ r u ''_` �� a ci c � �� ;• ri N E� •^ L B. d`¢ =ANCHORCAP.- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 42 in 170.0 620 170.01 435 170.0 744 170.6 478 170.0 888 170.0 606 170.0 992 170.0 519 170,0 11161 170.01 521 170.0 1240 170.0 521 170.0 1488 176.0 521 170.0 1735 170.0 521 160.3 1871 170.0 521 48 In 170.0 708 176.0 524 170.0 860 170.0[17 .0 992 170.6 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 176.0 680 183.7 1637 170.0 680 140.3 1637 170.0 680 1228 1637r 170.0 68D OPENING,. WHEN IT IS LOWER 50.625 In 170.0 747 170.0 503 170.0 696 170.00.0 1046 170.0 1384 '170.0 1195 170.0 723 170.0 1345 170.0 '747 170.0 1494 170,0 756 147.1 1562 170.0 756 128.1 1552 170.0 758 110A. 1552 170.0 756 THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE 541n 170.0 797 170.0 612 170.0 956 170.00.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 637 165.2 1455 170.0 856 129.3 1455 170.0 851 110.8 1455 170.D 861 .97.0 1455 170.0 881 SELECTED MULLION. IT WILL BO N 170.0 885 170.0 701 170.0 1063 170.00.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 896 125.7 1309 163.5 994 104.8 1309 157.1 982 69.8 1309 157.1 982 76.6 1309 157.1 982 ANCHOR WHICH CAPACITY WHICH MAYBE CAPACITY 631. 170.0 930 170.0 745 170.0 1118 170.029 1247 170.0 840 142.5 1247 184.5 983 128.7 1247 1528 985 114.0 1247 144.0 952 85.0 1247 130.2 938 8114 1247 135,7 835 71.3 1247 135.7 935 USED TO QUALIFY ADDITIONAL y BB in 170.0 974 170.0 789 170.0 1189 170.08.4 1190 183.7 965 129.9 1180 147.9 845 115:4 1i90 138.5 B28 103.9 119D 128.4 914 88.6 1190 118.5 898 74.2 1190 118.1 893 64.8 1100 118.1 893 ANCHOR OPTIONS FROM THE CAPACITY TABLE. C 72In 181.8 1010 188.8 877 134.7 1010 144.65.E 1010 1272 842 101.0 1010 114.7 828 89.8- 1070 105.E 817 80.8 f010 88.9' 807 87.3 1010 90.8 795 57.7 1010 '87.8 780 50.5 1019 e7.7 789 ANCHOR J 78In 137.4 908 143.8 792 114.5 906 122.0.1 806 107.1 781 85.9 008 982 749 78.3 808 88.2 738 � 728 523 908 74:7 ' 718 69.1 908 T1.2 710 429 906 70.8 708 g 781n 127.1 861 f05.9 881 112,5.8 881 98.6 725 79.4 BB7 88.5 713 70.6 861 81.0 703 5.4 694 53.6 861 68.1 651 45.4 861 64.5 675 39.7 86190 in 82.7 646 68.9 848 721 564 59.1 646 62.9 554 51.7 64fi 58.1 545 40.0 646 50.9 537 7.0 530 34.5 646 41.5 519 29.5 . 646 38.2 511 25.8 048 36.5 507 86 to 68.2 588 56.8 sea 69.1 499 48.7 568 51.4 491 428483 37.9 568 41.4 476 R90682.3'2.3 38.1 470 28.4 568 33.4 459 24.3 568 30.5 452 21.3 568 28.7 447 1081n 47.9 449 J70.1508 39.9 449 41.2 399 34.2 449 35.7 39 229.9 449 31,7 387 26.6 449 28.6 '382 26.1 3TT 20.0 449 22.7 365 17.1 449 20A 361 16.0 449 18.9 3561111n 44.1 425 36.8 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 387 24.5 425 23.2 362 24.6 358 18.4 425 20.7 350 15.8 425120 in 34.9 364 29.1 3" 29.8 326 24.9 364 25.8 321 21.8 364 228 317 19.4 364 206 313 18.7 309 144 in 20.2 253. 16.8 253 17.1 239 IHDLG IOD ' Substrate: 27k Corkrela 3k Cancrele 3.5k Cono. - Hollow CMU Filled CMU PT Wood Metal Anchor Capacity AnclwrType: 311 r Elco Ultrecon 1/4" El.. Ullrecan 3116" DeWall Ultmeoni 1W DeWalt Ullmconr Wr Eloo Ultrecon , 3116' Elco Ultlecon 114" Elco Uitrecon 3116' DeWalt U t-+ 114" DMall Ultraco- 114' SS Elco AggmGalar 5/18' Elco Ultrecon 1/4' SS Flea AggreGawr #19 Steel Screw (Gfi) #12 Steel Screw (G5) U12 Steel Screw (G5) (Ibs) Edge Distance (in):H 2.1fY 1' 2-1/Y t' 2-tlY i' 2•tlY 3.1/8 1' 2-1/Y t' 1' 2-1/Y 1'Embetlmenl0n):1-3/4'1314' 1.3/4' t-314' 1314' 1-3l4' 1.3/4` Y 1.1/4' 1-1f4' 7-1l4'-1f4' �2�-11Y 1-1/4' ' 1-t/2Anctwre(�SMIn.O.C.1(2)2t;5AngleClips/(Flg.1):39016s 450Ibs 8901bs 3101hs 63D Ibs 22016s 8701bs 17001bs 2701bs 2801hs 3541bs.01bs 2301bs 3701hs 3201bs 5801bs 3747hs 7201hs 9461bs 3411bs 4421bs S601hs 4 AncMre_Q 3.5` Min, O.C. / (2) Des Angle Ups / (Fig. 2):780 lbs 7901bs 16701W 620 lbs 1260lbs 4401bs Mill ibs 2525 ibs 5401bs 58 Anchors @ 27i' Min. O.G. / (2) Des Angle Clips / (Flg. 3k17201bs 9581bs 7148'Ihs 830Ibs 18901bs- 6481bs 2588 Ns 22541bs WA .01bs NfA 10591bs 8481bs 1110 Ibs 87916s 16781bs WA 13201bs WA 102216s 13271bs 16601bs FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. e 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ' 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH. AN SG OF 0.55. ALUMINUM SHALL BE'6063-T5 AND BEAMINIMUM 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 STEEL,18-8 S.S. OR 41Q S.S. PRODUCT REVISED as eomplyying with the Florida Building ado NOA-No. 20-0406.08 Expiration Date 05/26/2026 By Miami -Dade Product Control ���•.•' 410EN,gF ••%�.: No.58705 -D'•�i2 ir- TE Ss'ONAL V--' � A. &t4NiMII1LW P.E.' FL P.E.# 58705 II • STANDARD CLIP 2.000'• I 6063-Tfi ALUM. X-SECTION i r.125" 6 5.500" "' 3.125CUTHERETO .375" .375" -^� _CREATE F-CUP, SEE MIN. MIN. DETAILF,SHEET4 I I I I I A .375" MIN. STANDARD CUP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/18". 375" MIN. I I I . e OFFSET CUP 6063-T6 ALUM. TOPVIEW --I 1.000" f-- .125" 2.750" 375" T 1"X 2.75" X .375" MULLION 6063-TB ALUM.' X-SECTION 2.125" U-CUP I 6063-T6 ALUM. XSECTION 125'3 -. .740' F-- L A0338"LMIN, U-CLIP 6063-176 ALUM. TOPVIEW Z-.NTEROFANCHOR- LE MUST UE THIN THE DASHED BOUNDARY. SEE. SHEETS 6-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR , DIAMETER + 1116". TABLE B 1"X 2.75" X .650" MULLION 6063-T6 ALUM. X-SECTION 2X5ANGLECUP 6063-T6 ALUM. 2.000 XSECTION 126' t I C. ZZI I--�5.0001, I .375" MIN.- --------------------- ------ -- ------- ----' 260 ANGLE CLIP 6083-TB ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+1/16". Mull Dimension (sheet#) PGT Part# Mullion Std. Clip Offset Clip U-Clip Angie Clip V X2" X A25" (5) 66605 666113M 6661118M 666243M 666511M VX2"X.375"(6) 666D06 666114M 6661119M 666244M 666512M 1" X2.75" X.975" (7) 66607 666115M 6661120M 666245M 666513M 1" X2.75 X.650" (8) 66608 666116M 6681121M 666246M 666514M 11 X3.125" X,500" (9) 66637M 6661116M 6661114M 666242M 666515M 1.25" X3.188" X.2651(12) 66641 6661117M 6661113M 666241M 666516M 1.26" X 2.1 V X .125" (18) 69370 N/A N/A N/A 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 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A Dimension Value (in) For Mullion: A 1.625 X.125" Aluminum Tube Mullion B 2.654 C 0.895 D 0.740 A 1.126 1"-X2" X.375" Aluminum Tube Mullion. B 2.404 C O.fi35 D 0.490 A 1.875 1" X2,75"" X •375 Aluminum Tube Mullion B 3.000 C 0.757 - D 1,118 A 1.312 1" X2.75" X 6W" Aluminum Tube Mullion B 3.000 C 0.476 D 0.836 A 2.000 1" X 3,126 X 500" Alum Tube Mull B - 2.637 C 0.863 D 1.137 A 2.625 1.25" X 3.188" X.265" Alum Tube Mull B 3.262 C 0.862 D 1.762 A 1.813 1.26" X2.11" X .121" Alum Tube Mull ' 0 fM PRODUCT REVISED as complying with the Florida Building Code NOA-No. . 20-0406.08 Expiration Date/�0+^5��1,�2.,6/2026 . * No. 58705 ;moo: ! TTE OF Z�� :• �� C�s'••'40RIDP,,•'G\=��• �OA/AL A. &WIN110.1I6V�, P.E. FL P.E.# 58705 --� 1.000" 1.000" .000" 4.000" R25" .125" 125' .T375" 1"X4"X.125'� 1"X4"X.375' I MULLION MULLION 6063-T6 ALUM. 6063-TG ALUM, X-SECTION XSECTION ONLY ON 1.25' X 3.25" X .100' 1.25" X 3.25" X .624" MULLION MULLION 6005-T5 ALUM. 6005-T5 ALUM. XSECTION XSECTION .385" 1°X4'X.375' " 7-MULLION 6063-T6 ALUM. X-SECTION 1.250" 3.94" ,100" 624" --1 .820" F=- 11.25' X 3.94" X .624' MULLION 6005-T5 ALUM. XSECTION FI .125" STANDARD CLIP 2.000" 6053-T6 ALUM. X-SECTION I .125" 740" }� 125" 2.125" U-CLIP I - 6063-T6 ALUM. ,X-SECTION 125"]- 3.125 CUT HERETO I .375" .375' '� _CREATE FLUP, BEE MIN. I-DETPJLF.SHEET4 I I 1 I I I I I I I I I I I I I I I I I I I I I} I I 375"9 I--- I I I--- I I I I I I I I I 1 I I I I I I I I - - I 1 I I L ___-__J I OC STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 10-17 FOR THEANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116'. 2X5 ANGLE OLIP 6063•T6 ALUM. XSECTION .125" 2.000." CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY, SEE SHEETS 10-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116". .375". CENTER OF ANCHOR HOLE I - MUST LIE WITHIN THE DASHED BOUNDARY.SEE F SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/18". U-CLIP 6063-TBALUM. TOPVIEW TABLE C • 2.61I - .1125" I .375". IIIIIIII ' I.375" 1.37"1.877" MIN. 25" 7-32UON 3.25 M.125" .125" 45° 2.250" 30' .5V45" BAY MW 30°BAY MULLION 6083-T6ALU. L-L -----__�_ I i.._ 6 63-T6 ON I XSECTION I. G OFFSET CLIP II 6063-T6 ALUM. .228"� �,981"•-1 .226, I---.981"-i .740" TOPVIEW NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2).SEE SHEETS 10. 11, 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Dimension Value (in) For Mullion: F - 3.687 1" X4', X .125' ' G 1.000 H 2680 Aluminum ' 1 - 3.000 Tube Mullion F 3.187 1' X4" X G 0.757 .376' Aluminum H 2430 I 1 1, Tube & "T" F 2.250 1.25" X3.25' G 1 0.750 •X.100- Aluminum H 1.500 1 1 1 3.250 Tube Mullion r----------------- I 1 I I I I I 1 1 1 I I TARI P C r.nNT Dimension ,Value (In) For Mullion: F " - 1.938 1.25' X 3.25" X.624" Aluminum Tube Mullion G H 1 0.506 1.438 3,250 F .. G.- 2625 1.125 1.25- X3.94' X.624" Aluminum Tube Mullion H I 1.500 3.250 F 2.813 30° Bay Mull F 1 2.875 45° Bev Mull LLI 0) po_ 375" O u) MIN. .375" MIN: : y Z LU � 6 m -i J d o. . I Q F-• J Q o c Z.c I I U) Z !2 o I U5 Ul I ,I-- I- O � 6063-T6 ALUM. - 6 WR TOPVIEWA '--� a� PRODUCT REVISED as eomplyIng with the Florida Building Code NOA-Nc.. 20-0406.08 - Expiration Date,0512612026 By Miami -Dade Product Control Mull Dimension (sheet#) PGT Part# Mullion - Std. Clip Offset Clip U-Clip Angle Clip 1"X4" X.125" (10) -69364 666111M 6661122M 685241M 666518M 1-X4-X.375'(11) 66810 666112M 6661123M 665242M 688519M 1-X4-X.376'-r(11) 66653 666112M 6661123M 666242M 666519M- 7.25" X3.25- X.100' (13) 20160120312 6661127M 6661124M 6662410M 6665115M 1.25- X3.25- X.624-(14) 20161/20315 6661128M 6661125M 6662411M 6865116M 1.25-X3.94-X.624-(15) 20162 6661117M 666112fiM 666241M 666517M . 30 Degree (19) 66649 WA WA WA 6665110M 45 Degree (20) 66650 WA WA WA 6665111M No. 58705 4 - SATE �. OF �0 \ ��C`S'•.F40RION. G\ram L 1E�`\tip � A. LYNN A�IILLER, P.E. FL P.E.# 58705 TABLE E Mull Dimension (sheet#) PGT Part# Mullion SM. Clip U-Clip Angle Clip 2" X4" X-25" (16) 66602 656261M 6.66271M 6665112M 2" X6" X.25" (17) 66604 666262M I 666272M'. I 6665113M NOTES: 1) HOLES. TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE. SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MIN. 4.000" 2" X 4" X.25" - MULLION 6063-T6 ALUM. XSECTION I 2"X6"X.25' MULLION 6063-T6 ALUM. XSE¢TION L STANDARD CUP 6063-T6 ALUM. XSECTION 1 I r•125" 5.500" CUTHERETO 3.500" CREATE F-CLIP, _ SEE DETAIL F, r SHEET4 •375 MIN r------------ I I I I - -- I --- -------- I I I I --1- 'I I I I I 3.4E -I-- I I' I I �- STANDARD CLIP ZUENItK OF ANCHUR HOLE MUST LIE ,ODU3-I6ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE .. DIAMETER: ANCHOR DIAMETER + 1116'. 5.500"� 3.500"'I CUTHERETO .375" I CREATE F-CUP, rC SEE DETAIL F, MIN. r- SHEET4 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 L---=----r ------ ------ TANDARD CLIP 6063-T6 ALUM. TOP VIEW --I h—.12F' U-CLIP 2X5 ANGLE CLIP 6063-T6 ALUM. 6W3-T6 ALUM. 2.125' X-SECTION , 2.000" XSECTION 1 II I .125" h^1.490"--i 1 3.438" I U-CLIP, 6063-76 ALUM. SED FOR 2" X 4' MULLION. SHEET' TOPVIEW CENTER OF ANCHOR HOLE MUST LIE _ -. WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". U-CLIP 6063-T6 ALUM. USED FOR 2" X 6' MULLION, SHEET 17 TOPVIEW MIN, ---------------------1 I I I i I I I I I I I 1 I 3.438" I I I I j I - .375" L---------------------� MIN- 2X5 ANGLE CLIP • CENTER OF ANCHOR HOLE MUST LIE 6063-T6ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHORO.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116'. r--------------------- 1 I I I I I I I I I I I I I I I I I ' I I 5.438" I I I I I I I I I I I I I I j I I 1 I 2X5 ANGLE CUP 6063-T6 ALUM. TOPVIEW u� Cy4 =3�g 1 g vSx6 d�5� F- . v_= ZLUO `w PRODUCT REVISED as complying with. the Florida Building Code NOA-No: 20-0406.08 .MIN. MExpiration Date 05126/2026 IN. By Miami -Dade Product Control � '��.•' L.10ENg '��� �. * No.58705 On •.9T TE F •V�` C� '•��ORIOP,,•'G\4� A. LYNIUINAII L��2, P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4".THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSF. d NO ANCHORS IN HEAD 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH 15.32"+32+1" =65". REFERENCING SHEET 25, THE COLUMN USING -a - # a E RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4" AND WILL MEET OR EXCEED THE REQUIRED ' DESIGN PRESSURE OF+60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. ¢ w .15 `mad �' SEE FROM TABLE 3A, SHEET 7, THE 1° X 2.75' X .375" MULLION (LENGTH = 72", OPENING WIDTH = 70°) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD T FENEsiRATION PRODUCTS DETAILS, SHEETS NOT BE SUITABLE FOR THIS APPLICATION. F 3 x �� APPROVAL\ 2a FROM TABLE 4A, SHEET 8, THE 1"X 2.75" X .650" MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72" OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N - MULLION LENGTH - - - 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 CO,tin ANGLE ANGLE C41PS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULDBEUSED, THE STANDARD CLIP IS EASIER TO INSTALL. N ¢ SEE DETAILS, 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL SHEETS APPLY TOTHE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLEDIN ACCORDANCE WITH THE -I 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. ai E 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 536 LBS. ALTERNATIVELY, W C3 NOANCHOR9 IN II 1MNDOW SRL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: r�i� E- c MULLW TH 636 LBS 1 (60 PSF) X = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) OPENING4MDTH 72 7 PSF / _ i THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2.3/8°. THE OPENING REQUIRES A � m to - DESIGN PRESSURE OF+50.0/-55.0 PSF. J rcZ O FOR THE VERTICAL MULLION: Z ¢ N N 1) INITIALLY ASSUMING THAT 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND THE OPENING WIDTH IS 36"+W+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 2-3/8' AND WILL U) fA 8 m o o 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. 55LU EXAMPLE 2: MULTIPLE MULLIONS ft. SEE DETAILS, FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .375° MULLION (LENGTH = 108", OPENING WIDTH = BO-) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF 0� 2 MULLVVIDTH f-- SHEETS 2-3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. fn FROM TABLE 12A, SHEET 16, THE 2" X 4- X .250" MULLION (LENGTH = 108", OPENING WIDTH = 807) HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q O C aUJ H Z y C FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS a' •• MID xC SEE SEE 32" FENESTRATION DETAILS, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74". NOT 73° AS PREVIOUSLY m - o w � PRODUCTS SHEETS ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN PRODUCT REVISED APPROVAL 24 THE 73' DIMENSION (35-1/2'+35-12"+2"=73°) - as complying with the Florida _ i I 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED "_ Building Code NOA-No. 20-0406.08 VERTICAL � I CONCRETE HEADER AND SILL ARE B" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION - _ SEE � SEE USING THE STANDARD CLIP.WITH (6) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND Expiration Date 05/26/2026 LENGTH S.DETAILS, DETAIL E. OPENING SHEETS 2-4SHEET3 THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS, FOR THE HORIZONTAL MULLIONS: - - - 9y -. Mlaml-Dade Product Control HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2" X 4' X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZON VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER - - - NO HORIZ. MULLION. 72' MULLION TYPE COULD BE CHOSEN. - 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32°+72"+2' =106°. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAYBE . - - USED. FROM TABLE 12A, SHEET 16, THE 2° X 4" X .250" MULLION (@ LENGTH = 42", OPENING HEIGHT= 1201 HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE. , REQUIREMENTS. FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DETAILS, 2) USE TABLE 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 BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH - 2.3 (4)'3/16".ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FORTHE REQUIRED _ ANCHOR CAPACITY OF 521 LBS., \���0�,(LYIVAJ 38",HORIZ. 36", HORIZj LENGTH MULL 4ENGTH 4) FORTHEU•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USETHE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR'%ULL LOPENING CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE WDTH FOR VERTCAL MULL ANCHOR TYPE IS A #12 STEEL SCREW. K, .' NO. 58705 •' • FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: - 2 - +/.64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU; . 13 ••. %/ a. �' ��' +1-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). OT'•, STATE F THE LOWEST DESIGN PRESSURE IS +/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. �S ' •• FC ORIDP, •'' G�=; 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 �,�11� A. L1�t4N MILLt�, P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. - FL P.E.# 68705 01 HINGED i EXAMPLES OF RECTANGULAR LOADING: I PW LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION ILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALRRIANGULAR LOADING: r-� LOADING OF HORIZONTAL MULLION PW PW I LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I / .. SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION ,I • I PW PW LOADING OF (2) HORIZONTAL MULLIONS i P I I PW PW I I I 1 I I PW I I' I 1 . I PW PW I III LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I I I 1 1 - i LOADING OF VERTICAL MULLION HINGED DOOR /Ile Ilu/ �o y$ W6r U n � L N Q . in U) 4 Z wN W o W J J co o W ra W LOADING OF HORIZONTAL MULLION ¢ -j ap I Z au to; W 3oo PW (, N o 0 PWEDZ p f ESP g O O �a Z3Os0 SH/DH - -- 00= 9IY. PRODUCT REVISED ' as complying with the Florida. Building Code ' HR NOA-No. I , 20-0406.08 Expiration Date 05/26/2026 LOADING OF. HORIZONTAL MULLION LOADING OFHORIZONTALBy MULLION • NOTES: Miami -Dade Product Control 1) DRAWINGS ARE - RERESENTATIONSOFTYPICAL - PW CONFIGURATIONS CONFIGURATIONS NOT SHOWN MAYBE EXTRAPOLATED FROM _ THOSESHOWN.. 2) IF THE LOADING TYPE CANNOT. Li . BE DETERMINED, USE PW �'' O Ul/��� NY ,.•• •• N� /Ij - RECTANGULAR LOADING. ��••UIGEidsfi. '����ii 3) SEE PRODUCTS' APPROVAL FOR ` No;58705 ACTUAL ANCHOR LOCATIONS. 1 _- LOADING OF HORIZONTAL MULLION %0� SATOF •'!(�`1 ss/o .......�\�G��� A.'MftkVf Y.E. FL P.E.# 58705 Palm Beach County License LIF'.ETI M E EXTERIORS, .-I NBC. % •Martin County. ' # U 48760 / U19439 MCAL# 03001 102 South F.Street, Lake Worth Beach, Florida 33460 , Broward County; _ eacSt.' Lucie County CC# 00-9709-AL-:R (561) 533-8700 /.Fax (561) 582.7505 PSL-12=5933' WIPIPS Rip Owner's Name: Juliana & Troy Gerena Date:1.0/05/2021 Address: 10680 S Ocean. Dry#1 d3 : Phone.-. 954-815-2026. . city, jensen Beach State: FL • zip: 34957 Cell Phone: Email Address: J. 1) Furnish anti instal •CGI Sentinel aluminum sliding glass door. SGD150 2) Fumish and Install 2•CGI Sentinel aluminum single hung windows SH110 3) windows and doors will have 'brorize frames with gray glass'. nd Iow-E 4) Stainless steel hardware•packap: 5) Remove' existing windows and doors and haul away. ;6) Clean up all:fjob related debris. 7) Price Includes material, labor, permit. LEGALLY. BINDING CONTRACT READ BEFORE SIGNING . ANY NECESSARY ELECTRIC;' PLUMBING; ALARM WORK, OR SURVEY MUST BE PROVIDED BY HOMEOWNER• PERMIT CANNOT BE SUBMITTED UNTIL HOA APPROVAL.IS PROVIDED.BY HOMEOWNER. HOA Information: The Seller agrees to use then• best efforts to commence work approximately 15 weeks after permit is obtained and to complete same approximately. 2 "" days from date of commencement for the,following cash• sales price or time sales price as elected by buyer: NOT RESPONSIBLE FOR ALARMS, FLOORING,.WINDOW SILLS; BRICK PAVERS OR WINDOW TREATMENTS.: NO GLASS OR ACRYLIC CLEANING'OR PAINTING;"' uOwr. a rsronze a vvnfre a Ivory u oelge u tsfa.CK. Shutter Type-- ❑ Accordions ❑ Panels Other Windows Doors z • ' MImpact ❑Non-Impact/Acrylic MLow-E MTinted.00lear OColonial RNon-Colonial. Olnsulated ❑Viriyl'dAluminum BUYERS RIGHT TO CANCEL. THIS IS A HOME SOLICITATION SALE; AND IF YOU DO NOT WANTT.HE GOODS' OR SERVICES, YOU MAY CANCEL THIS'AGRPEMENT BY PROVIDING'. WRITTEN NOTICE TO CONTRACTOR IN PERSON, BY TELEGRAM' OR BY MAIL: THIS NOTICEAUST INDICATE THAT YOU DO NOT WANT THE. GObDS OR SERVICES AND MUST BE DELIVERED•OR,TOSTMARKED BEFORE MIDNIGHT OF THE THIRD BUSINESS DAYAFTERYOU-SIGN.THIS AGREEMENT. IF -YOU CANCEL THIS AGREEMENT, CONTRACTOR MAY NOT KEEP ALL OR PART OFANY CASH DOWNPAYMET. Contract $22,673.00 , QQ-Deauen TOTAL ' $22,673,00 '4 2 Deposit $7,557.00• 4/4'Start $7,55TO BALANCE DUE $71559.00 IN BUYER . DATE' '' Full balance due to be paid to Installer at dompletidn of installation. - - *Lifetime Exteriors does not keep any part of the convenlence fee. CO -BUYER DATE The-Ne Is charged and collected by a 7rd party processor utilized by / Lifetime Eiterlors to provide credit card processing services for Aaron Mears services rendered, and products- sold.. Th.e full, amount of the . REPRESENTATIVE DATE payment lessthe processing fee Is remitted to Lifetime Exteriors. FILE COPY ISLAND CREST CONDOMINIUM. ASSOC,.INC. 10680 SOUTH OCEANDRIVE . JENSEN BEACH, FL 3495.7 Phone: 772-229-1897 Fax: 772-229-2658 Island Crest requires gray glass on the front of the- building (West side) and turtle glass on the back of the building(East side). Any questions please. contact me at 772=229-1897 Sincerely, Ms. Diana Mann, LCAM Property Manager Island Crest Condominium Association