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Home My WebLink AboutNotice of Acceptance ,mullion MCENED APR — 6 2021 Permittirc3 t.�apartment MIAMI•DADE SE.l.UE+a ccunty MIAMI-DADE COUNTY PRODUCT CONTROL SECTION � {I A p � 11 S� 3W 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURC (RER �FY ffll'' Pvftami,FL 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION CODE COMPETA-25-990 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) s ��n, �, }v N iamf'ade.eov/economy PGT Industries,Inc. L ME �'� fJn n N - 1070 Technology Drive B®CC North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations Fj ing�thY"use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Mianif Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision D dated 06/26/2020, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tenninate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the, manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 17-0630.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. NOA No.20-0406.03 MiaMi•DaoeCourtrY Expiration Date: May 26,2026 08/20/2020 Approval Date: August 20,2020 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up ,drawings and installation diagram of clipped. aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tn Edition (2014) and with FBC 611 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC-51h Edition (2014) and FBC-61'' Edition (2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lymi Miller,P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1: Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I., approved on 04/14/16 and expiring on 05/26/21. Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.03 Expiration Date: May 26,2026 Approval Date: August 20,2020 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision D dated 06/26/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017) and with FBC 71h Edition (2020), prepared by manufacturer, dated 04/01/2020, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC-6` Edition (2017) and FBC-7" Edition (2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries,Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I., approved on 11/09/17 and expiring on 05/26/21. Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.03 Expiration Date: May 26,2026 Approval Date: August 20,2020 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE 8 MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE o EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.............._.._......1 _ F MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS............._._...._.......I .� ' ELEVATIONS..................._:.............1 � FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD.........._............2 We" Lt MULTIPLEPENING WDTH FOR VERTICAL MULL ARCHES TO BE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS,BUT SHALL MULL TO 1%8 MASONRY..............2 0 �¢ MULLIONS F—I ' / '--� SEE DETAI� INSCRIBED INSIDE INSTALLATION NOTES...................2 _ A-D G H; RECTANcuLAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CUP., MULL TO MASONRY D...................3 LO SHEETS2d SHAPE MULL TO STEEL STUD..................3 N � _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL N MULL............:..........._.....3 � ' �o b DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U16D.THE 1/3 STRESS INCREASE WAS NOT USED BAY MULL IN E GLIATIO........._.....4 Z IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION..............a umi 1 X2X.125 MULL SPECS...............5 0 rvr 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 275 X.MULL SPECS............_.6 J N O - 1 X 2.75 X.65 MULL SPECS..........7 2 U INSTRUCTIONS. i X 2.75 X.66 MULL SPECS............& 2 SEE DETAILS / !- �I 1 X 3.125X.500 MULL SPECS........9- Z o a. III / _ 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.125 MULL SPECS...............10 M 1.O o o A THRU G; 1 1 X 4 X.375 TUBE MULL SPECS_..11 III _ \SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 7 SHEETS 2< _ I 1 1 X 4 X.376-r'MULL SPECS........11 Q O ATHRUG; ONLY TWO ADJACENT UNITS AT A TIME WHEN USINGTHE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 126x3.10e X.265 MULL SPECS ~ � <_ / SHEETS 2� PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 1.25 X 3.25 X.100 MULL SPECS_...13 m �< \ OPENING 126X 3.25X.624 MULL SPECS.....14 Lij VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 125 X 3.94 X.624 MULLSPECS._..15 Z & § MULL FOR LENGTH HORIZONTAL - 2X4X.25 MULL SPECS_._...........f0 Z SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST. 2 X 6 X.25 MULL SPECS_......_.....17 J Q o & BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 1.26 X 2.11 X.125AY M MULL SPECS....19 < Q sHEET3 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30•X 3.25 BAY MULL SPECS..._....20 F- �-(;v 45"X 3,26 BAY MULL SPECS__.....20 Z F Q+ N REACTIONS.- MULLION&CUP DIMENSIONS...._21.23 Q O Z N EXAMPLES 1&2......................_.....24 I- Z.. m C3 O FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON,DEWALTIELCO AGGRE-GATOR,DEWALT ULTRACON+NOA'S. LOADING EXAMPLES....................25 W � o PRODUCTS MAY /n BE OF ANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING kx W Y `1 MUST SE/ CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH PG-n )_ Z U) � MANUFACTURED (0 LU Q BYCGI: FENESTRATION PRODUCTS. Q O O O 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 9 Z�'O x0 /SEE DETAILS A-D,G.H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING H ORIZONTAL SHEETS WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THISNOA. MULL LENGTH PRODUCT REVISED HORIZONTAL as complyyingg with tho Florida MULL Building Codo LENGTH INSTRUCTIONS: - - NOA-No. 20-0406.03 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:- 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 05/26/2026 . --HORIZ.MULL LENGTH—•-I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. - By, f MULL t--OPENINGW TH^I Mlam{-Dada Product Con Vol '(LENGTH r I I 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR"OR'TRIANGULARITRAPEZOIDAV. d OPENING 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBS/F P)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE OPENING MULL y p FOR HEIGHT LENGTH P ! HORRID �' MULL MULLION CAPACITY(LBS/FTr)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN LENGTH L L 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBSI.THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 1 o11 I I OPENING N4DTH �� SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ; •��`�•'•�GEN FOR OPENING NIN VADMULL CAppCITw`YSIBBSTER4TE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ` Qom::' SF ••��I •� T. SEE CORRESPONDING DETAILS MULTIPLE MULLIONS _*: ND.58705 FROM FIGURE 1 ABOVE. - 7)IF THE MULLION CAPACITY(LBSFM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS+-F FOR THE :/',_ •' OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS C.0�,/ CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE %�) -/ 2.z 0 •:�0` *2020 FLORIDA BUILDING CODE(FBC),TTH EDITION O,�•., BTAT OF *2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FP)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION i �` '•.PtORIO?,. *ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF,THE TWO SHALLAPPLY FOR THE ENTIRE MULLED FENESTRATION SS ••• G��`' *ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT ASSEMBLY. 7l7//III ONAL%%%1� *AISI 8100-16 A.LYNN MILLER,P.E. *AISC 360-16 - 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. FL P.E.#58705 DETAIL A: DETAIL B: MULLION F F MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR o 2 AND PER SUBSTRATE, SY C OR WOOD FRAMING WOOD BUCK AND MASONRY. ATTACHMENT SEE SEE TABLES 13-13B (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BV OTHERS, SEE NOTE 1, N I MULLION I SHEET T . .. T3,.•''• ' Z �N J z I m d I I I SEE SHEETS 'o b I MIN 2.7 KSI •' '"• EDGE 0 F EITHER THE I I I 21-23 FOR HOLE .d I I CONCRETE OR CMU�,'1 • I DISTANCE,. J STANOAi1D OR I LOCATIONS I.,1 SEE SEE TABLES D_ OFFSET MULL EDGE m m I EDGE DISTANCE 1B-13B Q' O CUP MAYBE I DISTANCE I ° FOR MASONRY INSTALLED BY a' d a I I I FOR WOOD,(/ I I I ANCHORS LU THIS METHOD. I' SCREWS L25T MAX FOR a ad' a I I SIDE VIEW CO �ALL MULLIONS d.• ~ O d - e EITHER THE a s7ANCARD OR OFFSET MULL Z d a EXTERIOR a CLIPMAY BE •d - DSTALLED BY F— a G _ THIS METHOD. J co . ,..Q EDGE Q,Z .O DISTANCE 4 r' N e a d FOR A a - .m Z Z Q W fD ' MASONRY a Q Z N .a THE OFFSET CUP IS ANCHORS a' F Mm O O RECOMMENDED FOR c EXTERIOR- °d FIN FRAMED e,. rn J A WNDOWS,BUTMAY LLI oY ALSO BE USED FOR v of E4-• OTHER FRAME TYPES. U 10 10 TYP.ANCHOR TYP.ANCHOR 5 Z Of TYP.ANCHOR PERSUBSTRATE, PER SUBSTRATE, o rn rc� PER SUBSTRATE. SEE TABLES 111-185 SEETA13LES 1B-138 SEETABLES 18-16D �EDGErEND PRODUCT REVISED DISTANCE BUCKSTRIP as eom lyyinQ with the Florida SEE TABLES AND DDIlding Cedo BUCKSTRIP 1 B-138 _ ATTACHMENT NDA-No. 20-0406.03 EMBEDMENT ��-" BY OTHERS, AND EMBEDMENT' SEE NOTE 1, Expiration Date 0512612026 ATTACHMENT �'•. -SHEET I. BY OTHERS, _ By f SEE NOTE I. SHEET t. .!, - _ - Miami-Dade Product Control •• MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW FRONT VIEW MATERIAL PROPERTIES:: INSTALLATION NOTES: Material Min.Fy Min.F„ 0 t t'1 I I 111'r 1 AAA Steel Screw 92 ksi 120 ksi •,....,•• 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 18-8 Screw 60 ksl 95 ksi `+\Q�r.' _%CENS, ••�C�,'; 410 Screw 90 ksi 110 ksi _ •.�f 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY:BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR DeWalUElco Aggm-GalorO 57 ksl. 96 ksl T}: No.58705 ' 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, •; •y} i 177 ksi 155 k C Ullraor s EITHER THE STANDARD OR OFFSET CLIP MAY BE USED, Elco .3I76"DeWalt UltraCon+(D 117 ksi 164 ksi �^ 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 174"DeWait UltreCon+® 148 ksi 164 Isi ��Q - y F 0: �(/ 6063•T6 Aluminum 16 ksi 22 • '� �•'•F<4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. A36 Steel 36 ksi 58 �i SS+ '•••... Gr.33 Steel Stud 33 kal 45 ksi ,A7A��NAL 5)FOR MASONRY APPLICATIONS IN MUNAI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON,DEWALT ULTRACON+OR DEWALT/ELCO 1/4"S.S. 11 I I IL t AGGREGATOR MASONRY ANCHORS. I A.LYNN MILLER,P.E. FL P.E.#58705 DETAIL E: � —n.12S'MIN. MULLION TO MULLIONDETAIL C: INTERSECTION NOTES:MULLION DIRECTLY ATTACHED TO (U-CLIP)MASONRY STRUCTURE 1)MAY BE INSTALLED IN'TEe'OR"CROSS"(STANDARD CLIP SHOWN) vARIEs INTERSECTIONS.2)MAY BE INSTALLED HORIZONTALLYBUCKSTRIPL (SHOWN)OR VERTICALLY.NOTCHED TO N PROVIDE I BUCKSTRIP 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 CLEARANCE I AND TOP VIEW FOR CORRESPONDING MULLION. rn Lj FOR MULL I ATTACHMENT MULLION p � BY OTHERS, r, j SEE NOTE 1, VARIES i-i J LLI I SHEET 11. I 012 STEEL SCREWS. Z tt SELF-DRIWNG OR PRE-0RILL MULLN)NMULUON AND USE SMSmmp to I, mI - MULLION ♦- z LUEITHER THE LU I' G I I PER SUBSTRATE `4 ' 1 ZU g STANDARD ORI SEE TABLES 18-138FINFRAMED L OFFSET MULL I" I q WINDOWS,BUT MAY UNIE PSECTION ? DrCUP MAYBE e 1 I EDGE DISTANCE ALSO BE USED FOR WINSTALLED BY a'I 1 I - J CnFOR MASONRY OTHER FRAME TYPES. R ¢ N THIS METHOD. p° J I L�° I' .ANCHORS ? r a z Z Q OI N ad ^ SEEGHEETS21.23FOR I-N HOLELOCATIONS g vi o n EXTERIOR a' a ° ° i �, a FRONT VIEW DISTANCE D: r C SEETABLES F EDGE DISTANCE - - -- FOR MASONRY- < - e C - 78-738 Q ? Z O O ANCHORS < ° D. A)S:0) S' „ SIDE VIEW s�oIx � a G a , DETAIL D: MULLION ATTACHED TO PRODUCT REVISED TIP.ANCHOR as complying with the Florida TYP.ANCHOR PER SUBSTRATE. STEEL STUD Building Code PER SUBSTRATE, SEE TABLES I13•73B (STANDARD CLIP SHOWN) NOA-No. 20-0406.03 SEE TABLES 1&13B STRUCTURE Expiration Date 05126/2026 ' SUCKSTRIP _ AND TYP.ANCHOR BY -- ATTACHMENT ____ K PER SUBSTRATE, ® Miaml-Dade Product Control - °. BY OTHERS, ` SEE TABLES IB-13B - EE EMBEOMENT -'' SSEEET I.1 SEE SHEETS • EDGE 27.23 FOR I• •_ DISTANCE HOLE SEE.TABLES `� _ LOCATIONS MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 113438 FRONT VIEW SIDE VIEW `` MULLION INSTALLATION NOTES: - ® `17711 I I I I1 AAAAA EDGE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DISTANCE FOR STEEL STUDS THINNER THAN SLES '� ��'' �1GENSF••% 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION FRONT VIEW 18 GAAND.COMPLIANT WITH THE FL BUILDING 1134313 ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ATTACHMENT BYOTHEROD SR MUST USED. _ NO.58705 ._ CORRECT QUANTITY AND LOCATION OF ANCHORS MUSTBE FOLLOWED,REFER TO THE TABLES ON THE EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW FOLLOWING SHEETS,FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. NOTES: O '.• Z O 3)ANCHOR HEAD TYPE MAYBE PANHEAD,HEXHEAD OR FLATHEAD. '�'�•'•, I �z 1)FOR2XWOOD-BACKED STEEL STUDS,WOOD ��` •.,lORIDP.••'•�� ANCHOR VALUES MAY USED. 4)WOOD BUCKS ARE OPTIONAL,SEE.DETAIL C,SHEET 3. 0 S��NAL I 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5.20,FOR QUANTITY OF SCREWS. A.LYNN MILLER,P.E. ELCO ULTRACON,DEWALT ULTRACON+OR DEWALT/ELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS. FL P.E.#58705 ��h DETAIL F: DETAIL G: DETAIL H: x FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION w ° (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) w i2 SEE DETAILS A-D, 30'OR 45' of SHEETS 2 AND 3 FOR INSTAL (ON BAY MULL TO SPECIFIC SUBSTRATES. N MULLION LL~l. O O Z U1 O O _ O O O O O O CO) O O TOP VIEW : to 2 wt _ j I I JIDE VX oo SHOWN WITH X4 .12s• TOPVIEW m� w MULLION Z2O I I 1 TYP.ANCHOR EXTERIOR I I I PER SUBSTRATE, Z)w $ U b i i SEETABLES 15B OR 16B Z I TYP.ANCHOR I 1 F-e g' ZZ STANDARD MULLION CLIP I PERSUDSTRATE, I EXTERIOR (1) u �Z MODIFIED TO FIT FIELD d SEE TABLES IB-14B p I J� Q Z N CONDITIONS. _ I I < 2'X S'ANGLE CLIP, F Z Q 1'p j 1 1 j I 2 PER MULLION END,MUST BE Q O Z N I INSTALLED INSIDE OF DAY MULL m Q MULLION I I I I © 1 ,~r N 9C) O II i 1 � o 1 I Ij I I 1 p LU F Q U 2 CO 1 I FL � ? ANGLE CUP, Z Q y 2 PER MULLION END, Q - Z O I I 1 MUST BE INSTAL LED CL ..lA co I I INSIDEOFMULL SL m0 y,0 I 1y. P€�I b I z ri E�'IX 1 ��P�� b PRODUCT REVISED PER SUBSTRATE, as complyyingg with the Florida Building Codo SEE TABLES 1B-138 INTO WOOD, A NO -No. 20-0406.03 STEEL,ALUM Expiration Date 0$l26/2026 INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. By EXTERIOR Miami-0ade Product Control O E�ROrµCx F -�I ��' m ® INTO WOOD,STEEL, 4� ® ® ALUM,CMU OR MASONRY O EDGE DISTANCE PER ANCHOR \1�III I111111 j1 EDGE -�-_'Q `, 1 ....1.... .IS @ NOTES FOR INSTALLATION OPTION G&H: PER ANCHOR OEND. _ + •LIGENSC' (C i 1)USE 2 ANGLE CLIPS PER MULLION END..CLIPS MUST BE INSERTED INSIDE OF MULLION. � Q, �� NOTES FOR INSTALLATION OPTIONS F: _ No.58705 1i. 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26"X 2.11"X.1 25"MULLION. 2)DETAIL G:SEE TABLES 1 B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. --0•. 7 F •.��2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. � 3)DETAIL H:SEE TABLES 156 OR 188 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ,�0�'• STATE F�,• LOCATIONS. �s'•.;°<OR10i�..•"G\?: 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. �� S� "•• •• ANAL �11111111 0 W A.LYNN MILLER,P.E. FL P.E.#58705 TABLE1A tie R Mullion Capacity Table Ibs/112 ANCHOR CAPACITY o Opening Width(forverticaly-span iirg muTions)or Opening Height(forhoftonta)Iy-sparnirg muftris) ADJUSTMENT FORMULA: F 501. a0 in 7o in 6om eo in 1a0 in 1z0 in 1a0 in 160 in (D_)X(ANCHOR CAP.„,,— RectmGaar TmpRdang. FtWargNm Trap/Tnang• Rectangular TreplTdang. Rectangular Trsplhiarg. Rectangular TrapRrimg. Rectangular TreprTda9• Rectmgular TmplTriang. Rectangulu Trep/Tdang. Rectangular Tmprtdartg. MULLIONCAP.,,o„„, 1 x2x.125 Loadin0 Loading Loadng LoadlnH lnaddg Loeane Looding Loafing Loafing loading LoaWng Lowing Loafing Loading Loadnp Loading Loafing Loafing cY Alum.Tube 'Al. &_ S.. c '� 8., •c .' .' a.. L r a c ., =ANCHOR CAP.,,, Mullion a q $ a a� a ag, ILA �. $g, y a , g.x $, �, a m. a a a� N ty^ q o cr 3 c7 3 8 i5` c'R 8� �" c`Y 3 8 v t'� 8 o USE THIS FORMULATO OBTAIN S d Uj '�� y THE"ANCHOR CAPACITY U3 In D- �^ `2'a REQUIRED"CORRESPONDING O TO AN ACTUAL PRESSURE � 421. 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107.8 321 69.9 408 64.4 319 62.1 408 104.0 319 55.9 408 104.0 Me 46.0 408 104.0 319 39.8 406 104.0 319 35.0 406 104.0 319 J REQUIREMEN7FORTHE J O 481n 749 312 83.8 258 624 312 73.4 252 53.5 312 67.0 248 46.8 312 63.2 248 41.6 312 61.3 244 37.5 312 61.0 244 312 312 61.0 244 26.8 312 61.0 244 23.4 312 61.0 244 OPENING,WHEN IT IS LOWER - IY U THAN THE MULLION CAPACITY 60.626 in 63.9 281 70.6 234 53.2 281 1 61.5 228 45.6 281 55.7 224 39.9 281 1 527 222 35.6 281 60.1 220 31.9 281 49.3 219 25.6 2a1 49.3 VIA 218 281 49.3 219 20.D 281 49.3 219 -�o Z (FROM THE TABLE)OF THE W o Q 54 in 52.6 217 57.5 207 13.9 247 49.6 202 37.6 20 44.8 199 329 247 41.5 196 29.2 247 39A 191 28.3 247 38./ 197 21.9 247 78.1 iB3 18.8 247 38.1 193 18.4 247 38.1 193 SELECTED MULLION.IT WILL DO m C fig In 30.4 2D0 412 170 320 200 35.4 165 27.4 200 31.5 163 24.0 2M 2a9 160 2t.3 200 27.1 159 192 200 25.9 157 16.0 200 25.0 156 YIELD A MINIMUM ANCHOR F- CAPACITY WHICH MAY BE n Z _ 631n 33.1 181 35.3 155 27.6 101 30.3 152 23.7 181 26.9 149 20.7 10i Z4.5 ids 1a4 181 22.8 iM 16.6 181 21.7 143 USED TO QUALIFY ADDITIONAL 0 U g m W 66In 2a.8 165 30.0 142 24.0 165 26.1 139 20.6 165 23.1 136 16.0 165 21.0 f79 ANCHOR OPTIONS FROM THE ? Q Tz in 222 13B 21.7 120 19.5 139 19:9 118 15.8 139 17.5 116 ANCHOR CAPACITY TABLE. W J fA 8Q 78in 18.9 125 18.7 f09 15.7 125 18.8 107 ¢ J N J r 78in 17.5 118 102 104 Z = ¢ N N H ni Z OD (O TABLE 1B rn CO °� Suoatrdle: WK Concrete 3kO-na. - 3.6h Conc. HWow CMU I FWed CMU P7 Wood I Melel LU Anchor 3116'Eko 1/4'a 3116,DeW611 1!4'DeWall 5116'El. 31IV Elw 114'Eko 316'DeWall I-Do Walt 114'SS Elco 6/IB'Elco I-SS E110 010 Steel U12 Steel 012 Steel N (Y Capacity AnchorT7pa: Uaama IShaUltt .rv, ull.onr l8bocan Ntrecm UBracm Ullrecon. Utt2oorH AggreGator UlOacon AggreGator Screw(G5)Screw(G5) Screw(G5) F Qba) Edge Dislarce Gnk 1' 2-1/r 1• 1- 2-1rr 1'- 2-12' 31/6' 1' 2-1/2' 1' z-vr r z-9r r 2Atr 2 3.119• r 0.48' .D.5d• o.3za• U XO O 1al4' 13r4' 1a14' -3/4' taf4' ta14' ta14' r 14 4• 1-114• 1-1/4• 1-114• 1-114• 1-114' 1.1/4' 1.1/4' 1-1/4' 1-114' r 1-wW tale' genes - Z y2Anohcre@a4.75'Min.O.C.l Standard or Offset CAP(Fig.1k 390 lbs 390 Qrs 450 Its 0lbs 030 Ibs 220lbs 870 ms 1644Ibs 270 mo 260 Ibs 354lbs 740ILs 230 r. '3701bs 3201bs 5809a1b9 66416s 94616a 3a1 ros 44216s 5601bs �em0sl]4 Anchore®1.1SMin.O.C./9Wdard(orORselI CliDlFl921: 4801bs 700 Na WA 0105 7T60Ibs 3/Olbs WA WA WA 380 Ns WA WA WA 740 ms WA WA WA WA WA fi82 Ws n ub4 Anchors@.S'MIn.O.C./(212c5 Angle Qps/(Fig.3): 78006 7801W 680 lbs 016s 12601bs 440IW 1740Its 1896IW 5409ss 560 lbs WA 7601bS 460Iba 740 ga 640 Me 116D Ibs 7481bs 880 lbs law Ibs 6821bs sa2 Anchors®0.45-MIn.O.C./ULlip•INo.12S Alum(Fig.4k WA WA NIA A WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA PRODUCT REVISED tArctor/FLOP(Fl96k 19516s 195ms r15164 516s 3151D9 110ID9435Ibs 8221m 13516s140Ws 1771bs 370 Ns 11516s 1851bs 1601tG 2901bs /871M 33206 4731Ds 17016s asComplying with the FloNda 2AncMn®1.16'MIn.O.C./F-CaD(Fl&Bk 24016s 350 M NIA 0Ibs 630lbs 18516s WA WA WA 190 we WA WA WA 3701m WA WA 21 WA WA Sit I s Buildlag Code NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. NOA-No. 20-0406.03 Expiration Date05126/2026 By G% Miami-Dado Product Control FIGURE 1: FIGURE 2: TABLE NOTES: - 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ---I 1.000" f-- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. r FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •r ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 1Y5" ��1Y lYluN� `\. /i CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED LIC �-;• •.(n� FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" No.68705 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1•X 2"X A25"MULLION �+; •; y,;- • 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. S B �Cc AT O'�O•. 1,S�01VAL��G1��``• A.'MN MILLA,P.E. FL P.E.#58705 TABLE 2A z In _ Mullion Capacity Table Ibse ANCHOR CAPACITY Opening Width(for verficauyspamirlg mullons)or Opening Height(for hodzonto3yspaming millions) ADJUSTMENT FORMULA: F so in 6D in 70 in 801n So In - 100 in 1201n 140 in 7 W in Rectangular Ire dDP„ x r(ANCHOR CAP.,,,,,„,1 off arg. Redwgdar Tmprfrlang. Rectangular TrapfTdang. Rectanguar TmPTdarg. Rectangular Traprfriang. ReclangNar Tmprrda(g. Reetangutor TraplTdang. Rectangular Trap/Trlang. [ReWngular Trep/Tdang. ( ) `MULLION CAP.,m,,,„,/ w 1 7c 27t.375 Loading L_firg Loading Loo6rg Loodirg •Leadlrg Lwdng Loading Lowing Load Loading Lwdirg Loadirg Loading Lwdlrg Loadln8� dirq LnaNrg cI w Alum.Tube �,• r r r �• r r x z z r p r •^ r r p p = r r r r r r z r •^ _ �' _ ANCHOR CAP._ '. Mullion g� �� g �• &� 13 a �$ 8 8 e �g �� a 3 f R �$ � II�, � �B, a �� ' 91 9- 9� 8� c9 �� USE THIS FORMULA TO OBTAIN �8 ❑ a t• 5� c�6 tfis 5 t. �Sp^ fi" h fi� •� s^ � THE"ANCHOR CAPACITY' rAu�i�rc` �. 2 9 d@ d � ¢ d 6' o: o: rc drc �� d`nl' REQUIRED"CORRESPONDING O )- 42 in 170.0 67.0 170.0 435 151.3 682 170.0 478 129.7 662 170.0 50W 113.E 662 169.5 518 100.9 6 22 168.9 517 90.8 662 168.9 517 75.7 662 188.9 517 64.9 662 166.9 617 55.7 w2 isag 5t7 TO AN ACTUAL PRESSURE 481n 121.6 507 136.0 419 101.4 507 119.2 410 86.9 607 108.7 403 76.0 507 102.6 399 67.6 507 99.6 397 60.8 W7 99.0 396' 50.7 501, 99.0 396 43.4 567 09.0 396 3fl0 507 as,0 396 REQUIREMENT FOR THE OPENING,WHEN IT IS LOWER _ 60.6251n 103.7 456 114.6 379 88.4 456 99.0 371 74.1 455 90.6 364 64.8 456 84.6 360 57.6 456 81.3 357 61.8 458 80.0 356 43.2 466 80.0 356 37.0 456 Sce 356 324 455 80.0 356 THAN THE MULLION'CAPACITY o Z 54 in 85.4 400 93.3 MG 71.2 400 80.9 32B ei.0 4W 77.7 14- n4W 67.3 318 47.5 400 64.0 315 42.7 400 623 314 356 400 61.6 313 M6 4CO 61.8 313 287 4W 61.8 313 (FROM THE TABLE)OF THE m O Q SELECTED MULLION.IT WILL Jr, W in 623 324 66.9 276 61.9 324 51.5 '270 44.5 324 61.2 324 46.9 '2W 34.6 324 43.0 257 31.1 324 420 255 26.0 324 40.8 253 22.2 324 40.5 253 195 324 40.5 263 W Fi YIELD A MINIMUM ANCHOR W In S38 294 67.4 252 440 4S2 246 3fl4 294' 4J6 Z94 39.6 237 299 284 J7.1 234 28.9 294 362 232 224 296 33.5 230 18.2 2B4 334 230 18.8 Z94 33.4 23o CAPACITY WHICH MAY BE gZ W in 468 268. 49.6 230 39.0 2BB 424 225 33.4 265 37.5 68 34.1 218 26.0 268 31.6 215 23.4 268 29.8 212 10.5' 268 28.0 210 16.7 268 21.7 209 14.8 2W 27.7 209 USED TO QUALIFY ADDITIONAL ❑ANCHOR OPTIONS FROM THE Z -.W721n 3fl0 225 37.9 198 300 225 322 191 25.7 225 78.4 225 258 165 20.0 226 23.6 182 lee 225 22.1 1W 15.0 225 20.3 117 129 226 19.6 f 225 19.6 17e C..1 m 5❑ANCHOR CAPACITY TABLE. W ❑ 76 in 30.6 202 320 177 215 202 272 173 21.9 202 23.9 202 21.5 167 17.0 202 19.7 165 15.3 202 1fl4 163 12.8 202 16.7 150 10.9 202 15.9 202 15.8 158 EL781n 28.3 792 29.0 168 216 192 25.1 165 20.2 192 220 192 19.7 169 15.7 192 18.1 157 14.2 192 18.6 155 11.8 192 15.2 152 t0.1 192 14.4 t82 74.2 150 Q _I _ N 1- J s 90In 18.5 144 19.0 728 W4 144 16.1 126 z Q CO N N 98 in 162 121 15.6 113 F ��Z Go .(O n 9 ao^o V? o W X TABLE 2B W sObstmle: 27k Concrete 3X Concrete ask C=. H00or crau - RIim CMU PTWwd Metal N on Anchor - WIT Elco 1/4"Elco We,Owe' 114"DaWal 5116'EICo 3n6'EEo 1W Elco 311EDQWe11 VC DeWaI V4'SS Elco 6116°Eico 1146SSEICO MOSIed vn2rIEel $12 Sled V X AnCRafTyPe' •UItraGOn UDtaCon UNamv Uilm[oM UIIMcw Ullncon Newton 'Ullracm� dDeaeaw A rcGator UDraeOn A or SGICw G5 S_C5) 3erav('S .. Capacity gT l ) ( i ) '- 4(.�' Z O O Qbs) - EdgeDlstarce(in): 1' 24/7 i" 2417 1" 2412' 1" 2-112 3-1/81 i° 2-11T 11 2.12 1° 2-112' 1" 241T T SAIll' 2 048° 0.51° 0.324° a s' m0 EmlRdnenl(In): 13rd 13/0 I-W 13/4° 13/4' 1314" 1314' 13/4' 7 1-114' 1-1/d' 1-1/d' 1.1/'r 1•U4' 1-1fC 1.114° 1-114, 1.114' 1.114' 7- 13B' 1.318° WAeS 2ArcMn®4.75'MIn.O.C./91aNam or Odsd Ciq)(Ftg.1): 3901N .3901D5 4W Ibs WDOb 3101N 630 ms 220106 8701N 164d O6 21DrN 2W IDS 3341N 7401Ds 2301N 3711105 J201N SW IDs 374 IN 65bIN 9d61bs 341105 44210s fiW IDS 4AI¢hon@}1.1fr IAn O.ClSlardam(WOdDUCrip(Flg.2): 4801DS 700 m3 NIA IUA 32D Ibs 12601b5 3701bs NIA WA NIA 380I0S N/A NIA NIA 740 On NIA WA NIA NIA NIA 602105 8851bs 112010o PRODUCT REVISED 4 ArCldn®3"Mtn.O.C.1(2)215 Angie Alps/(Fig 3): 780lbs 760 IDS 660 lbs 15M IOs 620Ibe 126D ms 4401135 1740 ms 18961N 5401N 5150 mS N/A 76010s 460 IDS 740 IDS 540lbs 116 ms 748tbs 880115 18921b7 682 m5 8651N 11201DS as complying with the Florida 2Anchds®0.45'Nlln O.C.I U-Olp.Into.12S Atm.(Flq 4): WA WA NIA WA WA WA WA NIA J4/A NIA WA IUA IUA NIA WA NIA WA NIA NIA NIA WA NIA 7161bs Buliding Codo 1 Amhul FLfp(Fig 6)' 7B51hs 1951bs 22510s d45� 15b 1Ds 315[be 1101N 4351bs 822 me 135IN 1401N 177lbs Worm 1151w ire Ws 16016s 2W IIIS 197lbs 3321bs 473lbs 1701N 2211Ds 280 mS NOA-No. 20-0406°03 2AMMM@1.15-Min.O.CI F-Cllp(F46): 240 Os 3501bs NIA WA 1W Ibs 630 ms 1051N WA WA NIA 1®Ibs tUA WA WA 370 D)S WA IUA WA WA WA 3411Ds 442 Ws SW Ibs NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. .. EXPIration Dote 05126/2026 By M1aml-Dada Product Control FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. --�� 1.000' �-- 2).LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 11 t t I 1 11111 l F__e 11 F3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. vl 2.000" • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. -IV/, el,- /,�' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '��''1,IGENSF-•/,- ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L •375" No.58%05 /- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED _T - , FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" _ _ THICK STEELSTUDSTO BEA MINIMUM GRADE 33 AND.D45"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1"X2"X.375"MULUON -_'D N LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND - 0 THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. O�•.• S A7 OFF ;r•(VW� NA111E�v�``• A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 3A S2 Mullion Capacity Table Ibsfg2 a el ANCHOR CAPACITY Opening Width(tar verOcelly-spanrdlg mikions)or Opening Height(for harizontasy-sparring mlNons) ADJUSTMENT FORMULA: -s a 144= 601n 60 in 70In Bo In 901n 100 In 120 in 1401. 16D in' (ANCHOR CAP.,_,,,,,` q Rectanguar TmpfTdang. Recangular TraprTdang• R mt ectangular Trepano. Rectan9u ong ndan ar TmplTd . Reefenaw. TtapG' Reclsno r TraprEdsnB. Rectangular TraWMeng. Roo tangular TrapRrlang. Roo tangular Trepirdeng. (DP_) J 1%27um Loading Loading Lowing Loafing Loading Loadng .Loadng Loadng Loading Losing Lending Loading Lcadln9 Loadng Loadng Loading Loading Loading MULLION CAP.,,".,,,, .37 02�• w Tube Z .-- .. 3 �.. �.-• a a •c -, ,. •a a [147 ,- a .. .L a., a a 2• z• '-. =ANCHORCAP..." Mullion �. $ ao a �. �� $ $ $ & & e =. E k E k& 6 USE THIS FORMULA TO OBTAIN 1s O LLl 6 1s 6" 6 •Q 6 •P 6 6 ¢ 6 p •' 6 p g •� 6 6 z 6 p 0 THE"ANCHOR CAPACITY n F q $ gs 12 .2 3 p 24 �a 1 ill 11 . � �rc f a ri frr d`¢ s o d d o°f ¢m rc o: d` CL REQUIRED"CORRESPONDING z 42 in t70.0 620 170.0 435 170.0 744 170.0 470 110.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 1301 170.0 521 127.6 1301 170.0 521 111.6 1301 110.0 521 TO AN ACTUAL PRESSUREREQUIREMENT FORTHE J O 48 in 170.0 798 170.0 524 170.0 850 170.0 ISM 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 17o.o 677 136.6 1139 170.0 650 1139 170.0 6a0 97A 1139 170.0 680 95A 1130 170.0 680OPENING,WHEN IT IS LOWER5D925 in 170.0 747 170.0 563 170.0 896 170.0 631 157.8 1032 170.0 684 148.8 1032 $70.0 723 130.5 1032 170.0 747 117.4 1032 170.0 758 1032 170.0 756 83.9 1032 170.0 756 73.4 1032 170.0 756 THANTHE MULLION CAPACITY Of o Z (FROM THE TABLE)OF THE LU a 54 fn 170.0 787 170.0 612 161.3 907 170.0 691 118.2 907 164.7 730 120.8 907 1625 720 107.5 907 145.0 714 88.8 907 141.1 710 809 90! 140.0 799 69.1 907 140.0 799 60.5 907 140,0 709 CO O Q SELECTED MULLION.IT WILL ] Cr) 60In 141.1 735 151.5 826 117.9 735 130.3 611 100.8 735 116.0 599 88.2 735 106.2 690 78.4 735 99.5 5M 70.6 735 95.1 578 58.8 735 91.6 574 60.4 735 91.0 574 44.1 735 91.8 574 YIELD A MINIMUM ANCHOR F_ CD (yi 631n 121.9 665 130.0 570 101.6 .856 111.5 557 87.0 666 96.9 547 76.2 665 90.1 538 67.7 666 83.9 531 60.9 668 70.8 526 50.8 666 75.8 521 43.5 666 76.6 521 38A 666 75.8 521 CAPACITY WHICH MAY BE to Z 661n 106.0 60T 112.4 622 88.3 607 96.1 511 75.7 607 65.0 501 662 607 71.1 493 58.9 607 71.5 486 53.0 607 67.8 481 442 607 93.4 476 37.9 6D7 627 474 33.1 607 62.7 474 USED TO QUALIFY ADDITIONAL LU m 0 ANCHOR OPTIONS FROM THE ? (L$ $ W J 72 in 81.6 510 '85.0 441 68.0 570 73.0 474 58.3 10 64.3 dZfi 51.0 SiD 57.9 419 454 510 53.3 /17 10.8 510 50.0 108 3/.0 510 J422 510 41.4 399 25.5 510 44.3 399 ANCHOR CAPACITY TABLE. rO 77 ga 78 in 69.4 458 72:5- 400 67.8 458 81.7 392 49.6 458 54.1 3B5 43,4 450 4a6 378 3a.8 458 44.6 37J 31.7 458 {t.6 388 28.9 458- 455 36.0 559 21.7 458 .75.7 158 J J o ¢Q 78 in 812 415 87.0 381 53.5 435 56.8 377 0.5.9 435_ 49,8 366 40.1 435 19.7 760 357 435 40.9 155 321 435 38.1 351 28.8 435 435 328 341 20.1 435 32.2 340 Q = C�•l 90 In' 41.8. 327 43.1 290 34.8 327 36.4 285 299 327 31.0 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 327 19.3 Z58 F- Q N96 in 34.4 287 35.4 257 28.7 287 29.9 252 24.6 287 25.0 248 21.5 287 23.1 244 1111 287 20.9 240 17.2 287 19.3 237 14.4 257 M°�Z O m O 108 in 242 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 .198 15.1 16.o 195 r, X 0 C) Ill In 22.3 215 227 194 18.6 215 19.1 18f 15.9 215 16.6 198 X r,: 2 `1 1201n 17.6 184 17.9 167 _ _ _ U Q a..x z yU) BLE 3B 9 1 Of Col Substrate: 27k Concrete 3k Concrete 3.5k Cont. Hoa4N CMU Filled CMU PT Wood Metal Anchor 3/f6'Eka 114"Moo T16'DeWall 1/4•D~ 5110,Eloo S IW Eico 1/4'Mo. 3I76'DaWalI /!4'DeWall 114'SS Eco 916'Eico 114•SS Eko 610 SIse1 812 Sled 012 Sleet Capacity A.WTy c Uilr4con Ullmcon UOmcon. UO2coM l9lracon NBeean UI12con 118rumn. UlnaconH AggreGator Ultrdcon AggeGllar Ssvo.(G5)Screw(G6) Screv(GS) PRODUCT REVISED (Ibs) Edge Distance on): 1• 2-1/r 1' 2-1/r 1' 2.11rt4401I 2-1/2' 3.118' 1' 2-1/2• 1' 2-1/r 1' 2.1/r 1• 2.1/r r 3•118' T 0.48' 0.54' 0.324• 0 5 comp'yln9 With the Florida Embedment gn): 13/V 13/4• 1314' 13/4' 13/4' 1314' 13/4' r 1-1/4• 1-111' 1-1/4' 1.1/4' 1•U4' 1.1/4' 1.1/4' 1.1/4' 1-i/4• 1.1/4' r vvw 13/8•_ woes Buliding Cod. 2 Anchos 04.75Min O.C.l SI-ferd or Oriel Cip(Fig.17 390lbs 3901he 4501bs 8901bs 3101bs 63010s 6701hs 1644Ibs 270 lba 2801ba 3541bs 7d010s 2301bs 3701R5 32D 0. 58D Iha 374 IM 664 WS 946IN 3411bs 442IM 50 P. NOA-No. 20-0406.03 4 AwJwm@1.16'MIr1.O.C.l Standard(or OPset)Glp(Fig.4 4801bs 7001bs WA WA 3201Ds 12601bs WA WA WA 380 U. WA WA WA 7401bs WA WA WA WA WA 682ms 8851M 11201Ds 4 Anchors@ T Min.O.C.1(2)WAngle Clips/(Fig.3$ 780lbs 7801bs 600 lbs 1560@a 6201hs 126DIbs 1740 We 189011s 5401bs 580Ibs WA 760Ib5 460 Ns 7400w 6401bs 1160lbs 748 Ibs BO Ibs '1892r. 6821bs BMWs 11201M B%pirotlen Dato OS/26I2O26 2Atnrs®0.46'Min.O.C./U4:Iip,Wo.125Alum.(Fig.47 WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA 715 ibs By 1 Anchm!F-OIp(Fig.5} 1.1. A Ibs 225 Lis 4451. 1. 3151bs 43S Ibs B221bs 135 ks 1401hs 177 ks 3701b5 115ms 1851bs 1601bs 2901bs 187 Las 33210s 4731bs 17016sMiami-Dodo Product Control 2 Ancllms 4J 1,1S Min O.C1 F-00p IFi9.61 2401hs 350 Iba N/A WA 1601hs 630Ibs WA WA WA 100Ids WA WA WA 37015s WA WA WA WA WA 341 ms 4421bs 560Im 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: TABLE NOTES: 1.000. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. j 11 L 1 t 1 1111j/ 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `� �N.••-. /�� FIGURE 3: ) `\`j\�..•'L1GEMg� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750" Q;' •;tr�j HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. _T� No.58705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED .375" ••. ••�[/: FIGURE4: FIGURES: FIGURE6: �0, �AW YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125" THICK STEELSTUDSTO BEAMINIMUM GRADE 33 AND.045"THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT 1" �C�S '•FOR..... '•�� • • • X 2.75"X.375"MULLION ' ,s LEAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 7i;/,ONAI- THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN IUILLER,P.E. FL P.E.#58705 TABLE 4A z Mullion Capacity Table Ibslit2 ANCHOR CAPACITY Opening Width(for vertically-spanning mullions)crOponing Height(for horizonta*spervirg millions) ADJUSTMENT FORMULA: 50 in So in 70 in 8o in 9D In login 120 in 140 in 160 in (DP�o)X ANCHOR CAP.,„,,,-,% Recangular Trap'Tdeng. Ratangular TmpRrien9. Rectangular 7replTdeng. [17 ngular 7rap/Tdang. Rectanpular Trepl7Hang. Rectangular TreprTdeng. Reclan0ular hapllFleng. Reclan8ular TmplTdeng. Rectangular TmpRden9. ~ GO Alb% Loading Loading Loading Loading loading Loadingding Loading Leading Loading Leading Loading Loading Loading Loading Loading Loading Loading MULLION CAP.,.d.„, .°j.. AGO Alum. c r F F- z 2• r r a x r r r r a r r r r r p r z r r r z .1 r a z a x r =ANCHOR CAP. , Tube ., ,. .. .. .. „ a 1s,- 0 c ., ., ,. to Mennen �c >�� as �� H �. a a� g 4€ a a� a� >� a Iffi i �g a ��. a �� , N u u o a u u e u o 0 o r;a u o vu a u o a u u a u u o u rj o u a ci a u u v o u a u o c u u a O o v USE THIS FORMULA TO OBTAIN Ti ❑ LU e � �� L.� o� ex o� s a e. ;� ed �� d o ba a� e.� � n XX 1#t •� THE"ANCHOR CAPACITY rA cD }} ��. � �� REQUIRED"CORRESPONDING O TO AN ACTUAL PRESSURE W 421n 170.0 620 170.0 435 170.0 744 170.0 478 17D.0 868 170.0 506 992 t70.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 1620 170.0 521 138.8 1620 170.0 521 REQUIREMENT FOR THE 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 1133 170.0 661 170.D 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170.0 SO 106.3 1417 170.0 680 OPENING,WHEN IT IS LOWER 7 THAN THE MULLION CAPACITY50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 119s 170.a 723 162.6 1286 170.0 747 f46.3 1213e 170.0 756 121.9 1286 W0.0 756 IUS 1188 170.0 756 9t.4 1286 170.0 758 (FROM THE TABLE) THE W O� Q 54 to 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 656 100.5 1130 170.0 861 86.1 1130 170.0 861 76.3 1130 170.0 081 SELECTED MULLION.IT WILL Cl) 601n 170.0 885 170.0 701 146.5 915 162.3 761 125.5 915 144.6 740 109.0 915 132.3 735 07.6 915 123.9 728 87.0 9f5 118.5 720 732 915 114.4 715 628 915 114.4 715 54.9 915 114.4 715 YIELD A MINIMUM ANCHOR I.- LU CAPACITY WHICH MAYBE rA Z .r 63 in 151.8 830 161.9 710 126.5 830 138.9 694 106.5 630 123.2 081 94.9 830 112.2 670 04.4 030 104.6 662 75.9 030 99.4 056 63.3 830 94.6 649 54.2 830 94.1 649 47.4 B30 94.1 649 USED TO QUALIFY ADDITIONAL ❑ U m 0 g 681n 112.1 757 11D.0 650 110.D 757 119.8 83B 94.3 757 105.8 624 82.5 757 98.1 814 73.6 757 89.1 606 86.0 7s7 &2 600 55.0 757 7B.0 5B3 47.2 757 792 5B1 41.3 757 7B2 591 ANCHOR OPTIONS FROM THE Z W i -.W o O." o❑ ANCHOR CAPACITY TABLE. rA` j 72in 101.7 636 106.8 552 64.8 638 91.0 640 727 638 80.1 530 83.6 630 722 521 56.5 836 86.5 511 50.9 636 823 508 424 83fi 5T2 Soo 38.3 638 55.7 497 31.6 636 552 497 ❑ J , m ❑ J J o u A, 761n 86.5 571 90.4 498 721 571 76.8 498 61. 71 67.4 478 54.1 571 60.6 471 48.0 571 65.5 464 43.2 571 51.8 459 36.0 671 47.0 451 30.9 571 44.8 447 27.0 571 44.5 446 Q 0 C3 78 in 80.0 542 83.4 474 66.7 542 70.8 465 57.1 542 82.1 A56 50.0 S42 55.7 449 44.4 542 51.0 442 40.0 542 47.5 43 333.3 542 429 429 28.6 542 40.6 425 25.0 542 40.1 423 Z Q 00 in 52.1 407 63.7 301 43.4 407 45.4 355 37.2 j2Z5 326 407 35.3 343 28.9 407 32.1 338 26.0 407 29.8 334 21.7 407 26.1 327 18.6 407 24A 322 16.3 407 23.0 319 Q tt3 Z N Z5 F- coy co_to 88 in 429 358 44.1 320 35.8 758 37.2 314 30.7 26.8 356t28. 704 23.8 358 28.1 3DO 21.5 358 24.0 296 17.9 358 21.0 289 15.3 358 19.2 284 U X6O_Ologin 30.1 283 30.8 255 25.1 283 25.8 251 21.5 18.8 283 2" 16.7 283 18.0 240 15.1 283 18.5 237 Wm267 28.3 2d2 23.f 287 27.8 238 19.B 17.7 267 231 15.6 267 16.5 228 � N (0 U 120 in 220 229 22-3( 209 18.3 229 18.8 2M 15.7 (� K ¢ O C) 0- Z O O ' �• TABLE 4B Substrata: 2.7k Concrete 3k Coxrete 3.5k Co.. I o aw CMU Filled CMU PT woad Metal Anchor 3116'Elca 1/4'Elco 3/16"De Waft V4'DeWalt 5r16'Elco 3116'Elce 1/4'Elco 1116'11,Wall 1--,It 1/4'SS Elco 5/16'Efco 1/4'SS Elco N1D Steel dig 51-1 112 Steel � w Capacity Anclmr Type. Uitrocon Ullracon Ul2 om Ulma . ut aeon Ulbacon Utrecon Utraca� LIRMC- Agg.Galar Uncen Ag91eCator Seaw((35)Screw(O5j Screw(G5) PRODUCT REVISED (lbs) Edge Dlslame 11n7 1' 2.1/T 1° 2-l/T 1' 2-1/2' 1° 2.1r!' &7/0' 1' 2.1/2' 1' 2.1/2' 1' 2-UTINIANIA -112' T 3-1/6' 2' 0.48' 0.64' 0.324' as comply with the Florida EnmeameM(n)'. 1-3/4- 1a14- 1JI4- 1.1r4' 1-3/4' t-3r4' 1-3/4' 1�/4' T 1-1/4' 1-114' 1.11A' 1-1/4' 1-7/4' /-1/4' -t14' t-1/4° t-114' T iJIB' 1-YB' vales Building CadO 2 Anchors@4.751.11.O.C.I Standard on OQsal Crp(Fig.1)'. 3901M 3001bss 4501bs 8901Gs 3101M 6Mths 220 fM 870 lbs 16441bs 2701M 211Ibs 3541M 760IM 230105 3701M 01% 3741d5 6641b5 946Ito 3411bs 4421M 580IM NOA-No. 20-0406.03 4 Anton,@ 1.16'Min.O.C./Standard(or Offset)Clip(Fig.2). 480lbs 700 Ibs N/A WA 320lhs 12601M 3701bs WA WA WA 380 0a WA WA NIA 7401M WA WA WA 682 lbs east 1120 U Expiration Date0 512 612026 4Amham @7'fAm.O.C./(2)2x5AngleGips/(Fig.3): 7601M 7801bs 6W Ibs 1560 Ibs 5201M 1260 Ibe 440 IM 17401be 1B%Ibe 5401bs 5W ins WA 760 lbs 460 lbs 7401bs 601bs 748 os 8801bs 1892 lbs 6821M 08 11201bsl0.45'MinO.C./U-Clip,Into.125"Alum(Fig.4). WA WA WA WA WA WA NIA WA WA WA WA WA WA N/A WA WA WA WA NIA WA A 7151bs By1 Anctor/F-Cip(Fig.5): 195 no 1951M 2251M 445IM 1551bs 3151M 1101M 4351bs 822IM 1351M 1401M 1771M 370 M. 715 lb5 1851M 01M 1871M 3321M 4731M 1701bs =11M 2801M Mioml-Dodo Product Control 2 A...@ 1.15'Min.0 C.1 F•Cip lFig.6T 2401M 3501% WA WA 1601M 630 MS 1851M WA WA WA Igo IM WA WA N/A 3701bsNIA i WA WA WA I MI IM 4d21bs ffi01M 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: TABLE NOTES: 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' 1 �• •/r�/ �� . • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. Q, �1c.EN6F FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No 53705 =it ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 05" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '� --O FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" %�O 5% 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 TOWOINTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND t°X2.75'X.650"MULLION p�(C� ;°COR10Iv.••' THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,1&B S.S.OR 410 S.S. ��`SS/ •""" NAL A.LYNNIMILLt�,P.E. FL P.E.#58705 TABLE 5A a Mullion Capacity Table Ibsflta Opening Width(for ver0oai sparinirgmLdbons)orOpeningHeight(forhodwrltally-sparningprUllons) ANCHOR CAPACITY gg1 0 ADJUSTMENT FORMULA: Y 501n 60 in 70 in Sol. 90 in 100 in 1201n 140In 160 in .� Recl"Oulaz Trepadeng. Rectangular TrapRdana. Rectangulaz TreplTieng• ReclergWar 7repRdan9- Rectangutar TrepRdanO• RactangWaz Trep?dang. Rectanguar Trep/Tdang. Rectangular Trap1T111• Rectangular TrapRdanB. (ANCHOR CAP.,,,,,,,•, a 1"X3.126"X Loed'mg l.oedng Lwdmg loading Lnedmg Loadrlg Loadng Loading Loading Loafing t.wdng Loading Loading leading L.ufng Loading Loading Laadng (DP`4O)X`MULLIONCAP.,,c.,,;;� - �z' w o ¢ .600"Alum a �• n a z r a ,� a a r p r z• a r n a r t a x ,• x n r t• Z• zr r r x• a r Tube MullIs m u " c " " =ANCHOR CAP.,,, fS O Oe U -V U Uo U Ua U U U U� _ Uo U U U iSv Uv U Uo U U U U c3 (S L7 U � og �� r §� <�r ts� g 0 `� `� YgA €� S� r• � USE THIS FORMULA TO OBTAIN p)>� d B �, � I �� £� � s a3� �� THE"ANCHOR CAPACITY Z & a`rc Eo d` �p`I �e°I �o �� g� d`¢� �o d` 3:r3 �¢ �'o d` REQUIRED"CORRESPONDING O 421n 170.0 620 170.0 435 170.0 744 iMA 478 170.0 8% 170.0 506 170.0 992 170.0 S1a 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 14BB 170.0 52t 170.0 1735 17a.0 521 154.4 1802 170.0 521 TO AN ACTUAL PRESSURE J O 48 in 170.0 708 170.0 524 170.0 850 170.0 S8/ 170.0 992 170.0 630 170.D 1133 170.0 661 170.0 1275 170.0 6T7 170.0 1417 170.0 880 157.7 1517 170.0 680 IMA 1577 170.0 680 118.2 1677 170.0 680 REQUIREMENT FOR THE 2 OPENING,WHEN IT IS LOWER O" 0 50.825 in 170.0 7{7 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 756 121.5 1495 170.0 758 106.3 1405 170.0 756 '--o�' Q THAN THE MULLION CAPACITY W o 54 in 770.0 727 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 160.1 1401 170.0 837 149.6 1401 170.0 856 124.6 1401 170.0 861 106.6 1401[69-.. 601 93.4 1401 170.0 861 (FROM THE TABLE)OF THE m M 60In 170.0 865 170.0 701 t70.0 1083 170.0 707 158.5 1155 170.0 678 t38.7 1158 197.0 028 123.3 11S8 158.6 917 111.0 1158 149.7 910 92,5 1158 144.5 003 70.3 1166 903 69.4 1156 144.5 903 SELECTED MULLION.IT WILL P ID W YIELD A MINIMUM ANCHOR Z 63 In 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1D49 155.5 860 119.8 1049 141.7 816 108.5 1049 1320 8M 95.9 104B. 126.5 828 7D.9 1049 119.3 IN 68.5 1049 B19 59.9 1049 118.9 BIB CAPACITY WHICH MAY BE m 0 c 66 in 166.8 955 170.0 789 139.0 955 151.3 BD4 119.1 955 133.7 788 1042 955 121.4 775 92.8 955 112.6 766 814 055 106.4 757 69.5 055 99.8 749 59.6 00 746 52.1 955 98.7 748 USED TO QUALIFY ADDITIONAL Z W g -a ANCHOR OPTIONS FROM THE O- )30 J 72 in 128.5 B03 134.8 897 107.0 803 114.9 BB2 91.8 803 101.1 810 80.3 807 912 659 71A 803 83.8 649 84.2 803 7&8 &2 53.5 803 722 632 45.9 807 828 40.1 807 69.7 627 ANCHOR CAPACITY TABLE. J J rcQ 76 in 109.2 '721 114.1 620 01.0 721 97.0 015 78.0 721 85,1 605 68.3 721 78.5 595 60.7 721 70.1 586 54.0 721 65.4 679 45.5 721 59.4 669 39.0 T21 581 34.1 721 56.1 563 ¢ _J p 78 in 101.0 684 105.4 599 $4.2 684 89.4 567 72.2 684 78.4 576 63.1 684 t2S.2 t30821.1 684 64.4 558 50.5 684 59.B 551 421 884 54.1 541 36.1 •6B1 576 31.8 684 SD.6 534 - Q M N BON 95.8 6f1 87.9 458 54.8 514 57.3 N8 47.0 514 60.0 440 41.1 514 514 4D.5 427 32.0 614- 37.3 421 27.4 514 33.0 412 23:5 514 '30.4 406 20.6 614 29.0 {03 - a to Z m 961n 64.2 452 65.7 404 45.2 452 47.0 396 30.7 452 40.0 390 33.9 452 452 32.9 378 27.1 452 30.3 373 2L6 452 26.6 365 19.4 452 24.2 452 22.6 355 (q p(ft �O p LO J a o 1081. 38A 357 38.2 322 31.7 357 32.7 317 272 357 28.4 312 23.6 357 357 22.7 303 19.0 357 20.6 299 15.0 357 WO 293 13.0 357 16.2 357 15.0 283 W N_111 fn 35.1 338 35.8 306 292 338 70.1 301 250 338 20.1 296 21.8 •338 336 20.8 288 17.5 338 18.0 284 14b 338 18.5 218 12.5 338 14.8 273111.0 338 13.8 %9 Or7 y 120 in 27.7 289 28.2 283 211 289 23.7 259 12s 299 20.5 25B 17.3 269 289 18.3 2dB 11.B 289 14.8 246 11.6 289 �128 210 9.B 289 �11.6 289 10A 232 (.,) X a O O g €NNo 0 TABLE 5B substrate. 27k Cordele 3k concrele 3.5k Co.. Nohow CMU Filled CMU Pr wood Metal Anchor 3116'Eloo 1W Else 3116'DeWall IW DeWa6 &16'Eleo 3119•Wee 114'Elio WW DeWelt the DeMWzd VO SS�co 6118•Elco 114•SS Elco NIOSleel 812 Steel 812 Steel PRODUCT REVISED Anchor Type. Ullrecan nseen suo" raaon U Ull Ulil tmtl..n Ullraeon Ulirebon Ulbacon+ Ullydco A99MC lof Ultrecon AggreGator Susw(G crew 5)S (G5) Smew(G5) Capacity as eomplying with the Florida (lbs) Edge Distance pn). to 2-1/r 1° 2-1/2' 1' 2-1/r 1• 2.11V 3.118• 1• 2-vr 1• 2•vr r 2.11r r 2.1fr r 3-1/8• 21 0.46• 0.51• 0.324• Building Code Emeedmerd(np 1- I314• 73/4• 1314' 13/4' 13/4• 1.3/4• 13/4- r 1-114• 1-114' 1.114' 1-114• t•U4• 1-114• 1-1/4• 1.1/4' 1-1/4" 1-1/4• r 131a• 1318• vales NDA-No. 20-0406.03 2 Arutsrs a 4.75•Min.O.C./Standard or 08set CBp(Mg.tp 390lbs 390lbs 4501M 890lb3 310lbs 6301bs 2201bs 870lbs 16"Ibs 270ls 280 lbs 354Ins 740 Re 2301es 3700s 3201es 580 tea 374 ms 6641bs 946lbs 341 Ibs 4421hs sw we Expiration Date 05/26/2026 4 Awhore(d11.15•Min.O.C./SleMard(a Ousel)Gip(Fig.2): 4801hs 7001bs WA WA 370lbs 1260lbs 370Ihs WA WA WA 380IM WA WA NIA 74016s WA WA WA WA WA 682 Me B85 M. 11201bs 4 Anchors @ T Min.O.C.1(2)2a5 Angle Gips l(Fig.3): 780IN 7901ee 680 lbs 156g lbs 62D Ibs 1260Iles 44011a 174D lbs 1898 ibe 54D Ibs 560 lbs WA 760Ii is 46D Bs 740Ies 84D Ibs Jiggles 748lbs 880lbs 18921es 682lbs gas Ins 1120lbs By f 3A.hers C 0.47 Min-O.C.I U.CBp•W..125'Aium(Fig.4), WA WA WA WA WA WA NIA WA WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 1073 IM Miami-Dade Product Control 1A. IF-Gip(Fig,5)' 195lbs 195 led 225 MG 445lbs 155lbs 31510s 110Ins 435 ms 8220a 1351b3 1401hs 177 lbs 3701os 1151W 1BS Ind i60 ibs 2901bs 1B71bs 3321bs 4131bs 170 Iha 121 lbs 280 lbs 2Amhon(M 1.15'Min.O.C./F•Mp(Fig+6)' 240Ins 3501es WA WA 1601ba WOIbs 1851bs WA WA WA 190 lbs WA WA WA 3T0Ibs WA WA WA WA NIA 341 IM 4421bs 560 lb, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CLIP. - I-1.000"-4 FIGURE 1: FIGURE 2 TABLE NOTES: ' 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. - SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3125" 0\`1, 6NV LY14 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. r,.• L1GEfJgF'•,C�� • • • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ No.58705 .t .ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - �0 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.128' Q'• fT TE F ••�1 ' (�'•, THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X 3,125•X.5MULUON a (1•VF MULLION) % (C '•,�ORION,••' �� LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %S/ •.....• NG • THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. '/iS 0NAL E Lk`� A.LIININMILL� ,P.E. FL P.E.#58705 TABLE 6A Mullion Capacity Table[Itni ') ANCHOR CAPACITY OpeningWidth(forterf)cally-sparningmullions)orOpeningHeight(farhorizontally-sparcirgmUllons) ADJUSTMENT FORMULA: �' $ o 60 in 60 in 70In 60 in 90 in 10D in 120 in 140in t60in ~ _ ANCHOR CAP.,,=,,, Reetarlpnlar 7repnTdenB- Rectangular TreplTd.g. Reclangular TrepRj!-5.;!- Rectangular Traprinan9. Recteng.dar Traprrdang• Rectargulof Trsp/Triong- Rectangular Trap/Tdnng. Rectangular Trop/7dang. Rectangular 7rep1111.9. (DP_)X% ) w . -1 x4 x.126 Loading loading Loading Loading Loading LoadLoading Laaain9 Loading Loading Loading Loading Loading Loading Loading Loading' Loading Lauding MULLION CAP.,.o.,,� ca, w Alum.Tube y. a _ n y2r p _ �• r a _ 2• p• =ANCHORCAP._ Mullion ., a .-, a.. a 'xa,. .-. �a -f rJ $... $., �.-. ' g^ to N i7 3 13 9 8 & �v USE THIS FORMULATO OSTAIN m 5 Q Lij aa.11 3j t €� $S p (s c02:1 � 12 �� a $ a Iy a X E"ANCHOR CAPACITY fp�• � � d`¢ �� r< �@ d � a e � a`¢` �� ¢` �� a`¢ �g d ag �@. d`rc�' � d¢ REQUIRED"CORRESPONDINGTO AN ACTUAL PRESSURE421n 170.0 620 170.0 435 170.0 744 -170.0 478 170.0 868 170.0170.0 882 170.0 519 170.0 1118 170.0-521 170.0 1210 170.0 521 170.0 1186 170.0 521 149.E qB9 170.0 621 127.E 1489 170.0 52f O REQl11REMENT FOR THE48in 170.0 708 170.0 524 170.0 850 170.0 .554 170.0 992 170.0170.0 1133 170.0 661 170.0 1275 170.0 677 166.3 1307170.0 See 130.3.1303 170.0 680 111.7 1303 170.0 680 97.7 13M 170.0 660 OPENING,WHEN IT IS LOWER Q50.625 in 170.0 747 170.0 563 170.0 e96 170.0 631 170.0 1046 170.0 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 755 117.1 1235 170.0 756 100.4 1235 170.0 756 87.8 1235 170.0 756 THAN THE MULLION CAPACITY Ti Ti O SIN 170.0 797 170.0 st2 170.0 95fi 770.0 691 170.0 tills 170.0 754 154A 1150 170.0 603 137.2 1158 170.0 637 123.5 1158 170.0 856 102.9 1153 170.0 eel 882 1158 170.0 861 77.2 1158 Wile 861 (FROM THE TABLE) THE W 0� Q SELECTED MULLION.IT WILL M ?} , Win 170.0 WS 170.0 701 166.7 1042 170.0 797 1429 1012 1B1.1 872 125.1 1w2 148.7 ets I112 +w2 178.8 eat 100.0 1w2 130.2 791 e7.4 1w2 125.1 7e2 •71s Iw2 125.1 782 B25 1042 125.1 782 YIELD A MINIMUM ANCHOR F 1U .83 in 170.0 9W 170.0 745 151.2 882 163.6 818 129.6 992 144.4 799 113.4 992 131.0 702 100.8 992 121.4 703 90.7 992 114.8 758. 75.0 992 IWA 745 64.8 992 108.0 744 66.7 992 IWA 744 CAPACITY WHICH MAY BE Z USED TO QUALIFY ADDITIONAL m Q 661n 165.4 947 170.0 789 437.8 w7 148.0 786 118.1 947 130.3 -760 103.4 947 117.7 752 91.9 947 108.7 738 82.7 w7 102.2 7V1.68.9 947 95.1 713 59.1 047 94.0 711 51.7 w7 Me 711 ANCHOR OPTIONS FROM THE Z fN.l c 72 in 175.9 w9 1427 737 1132 849 121.6 722 97.0 e49 106.9 708 84.9 &9: 86.4 696 76.5 849 88.7 608 67.9 w9 827 675 58.6 B{9 75.3 659 48.5 849 725 652 125 819 724 �651 ANCHOR CAPACITY TABLE. ? a J 761n 115.5 762 120.7 665 96.3 762 1026].621 825 762 90.0 w0 722 7R- B0.9 629 64.2 762 742 67A 57.8 762 fi92 613 48.1 762 62.8 Fi02 41.3 762 59.9 597 36.1 762 59.4 595 J N o u a`Q M. 78 in 106.9-724 111.4 6M 11&0 724 Me 76.3 X!3L721*2 9 66.8 724 74.4 599 59.4 724 68.1 691 $3.4 724 63.4 583 M.5 724 57.3 573 382 724 54.3 567 33.4 724 53.5 565 F J r N 90 in 69.6 543 71.8 483 58.0 543 60.7 49.7 6 43.5 543 47.1 458 38.6 543 42.8 452 34.8 543 39.5 N6 29.0 513 3/.9 47fi ?A.8 543 321 430 21.7 S43 30.7 d26 = ¢ N NQ � Z00 AD 9B In 67.3 478 58.9 427 47.6 476 49.7 40.9 2 35.8 478 38.5 408 31.8 476 34.8 400 28.7 478 32.0 395 23.9 478 28.1 "366 20.5 478 25.6 380 17.9 478 Z42 376 U) N1081n 40.3 377 41.1 341 33.5 377' 31.6 28.8 0 25,2 377, 26.6 325 22.4 377 24.0 321 20.1 377 220 317 16.8 377 19.0 310 14.4 377 17.1 304 III in 37.1 357' 37.0 323 30.9 357 31.8 26.5 17 232 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 15.4 357 17.4 294 - 111V120N 28.3 306 29.8 278 24.5 3. 25.1 21.0 0 78.3 306 19.2 .267 16.3 306 17.3 263 V.X Q 1"in 17.0 212 172 196 - ..<2 Z (� 0 TABLE 6B ° m0 0 g b 's Substrate: 2.79 Concrete 31,Concrete 3.5K Cont. Hallow CMU Fllled CMU PT odd Metal .� „ mow Anchor 3f16 Mod 1/4'ENo ar16'D.Wee 1/4'DeWaft 51 FJco 3 10, 110 Eco 114'Eli after Oa Wall 114'DeWaa 1/4'SS Elco&16'Mod 114'SS Elco #10 Steel M2 9teel 012 Steel Anchor type: lfNacon Ulbacon I.M. M Uttra- I.M.an IAI- Uaracan Lrd.o.rm Ullacon. Capacity AglpaGatar Ubacon Aggiaoalor Sarew(G5)Screw(G5) So-CG5) PRODUCT REVISED (lbs) Edga Dlstarce pny. 1' 2-1/7 to 2.1rr 1' 2-1/7 1- 2-1ir 3-118' 1' 2.112' 1' 2.1/7 1' 2-1/7- 1' 2-11r .7 3.1/0' 7 0.48' 0.54' 6324' as eamplytn with the Florida Embeamerd Qn): 1.314' 13I4' L34' 1.3n4' 1-3I4- 1-T4- I-Ve 1•ar4' 7 1-1/4' 1.1/4' 1-1/4' 1.1/4- 1.114' 1-114- 1414- 1-114- I-IW 1-114' 2' 13ra, UMW WAea Building Code 2Ahars@4.75'Min.O,C./Standard ar Offset Gip(FM.162): 390lbs 390lbs 4501b 8901b 3101os 63D lbs 1b 870 lbs 16441be Z701bS 260 3541bs 7401hs 1b 230lbs 370 lbs 320 SW 374 1b 684 IM 948 1bs 341 lbs 4421bs 560 ft NOA-No. rc 20-0406.03 4 Ancrom@2.W Min.O.C./Standard(ar Offset)Cep(Fig.3): 7001bs 700lbs 5WIts 14101b 62D(bs 12601bS 4201tat 1720 Ills 9521b WA 56014s WA 630 fbe 3901b 7401bs _5101hs 10601b WA 6801b NIA 682lbs 8851bs 112DIW Expiration Date 05126/2026 BArohors@1.1S Min.O.C.I Standard(or0flsel)Clip(Fig.4p 960lbs 14001b WA WA 6401bs 2520lbs 740Ids WA WA WA 7601bs WA WA WA 1480 Ibs N/A WA WA WA NIA 1363lbs 17701b 22401b ,4 Amhara@3'Min.O.C.1(2)NIS Angle pips I(Fig.51: 7801bs 7801b WO lbs 1560 lbs 62D to. 12601b 440lbs vaii las t898lbs 540 Ib wou WA 760 ms 460lbs 7401bs 640 lbs 11601b 746Ib 880lbs 18921bs 6821bs 8851b 11201b By r� 6Anchors @ 3'Min.O.C./(2)2rfi Arlo Gips I(Fig.6)11701Rs 1170lbs 10201ba 23401as 930Ib 18901b 6601b 2610 IbS 28a41. 810 lb. 8401ae WA 1140 Has 600 lbs 11101b 9601. 17401b; 1122Ibs 132D Ib 2a3S Is, 1022lbs 13V IEe 16801t6 Miami-Dade Product Control 4 Amhms @ 0.45'Min,O.C./ULip•inlo.l2Y Alum.(Flg,7): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA WA WA WA WA WA WA WA WA 14301b 2 Anon-@ 225'Min.O.CJ F-Clip(Fig.8): 3501b 3501bs 2901b 70510s 3101bs 830 Ws -A WA B601b 476 a. WA 280Its WA 315 P. 1 NIA ED @s 255 ms 5W lbs WA 4401bs NIA 341 IbS 442lao 56D ibs 4 Anchor;@1.15 Min.O.C./F-Clip(Fig.8): 4001b 70D lbs WA WA 320lb 12601bs 3701b WA WA WA 3801b WA WA WA 740 Its NIA NIA WA WA NIA 6821b 8651bs 1120 On NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. '--j 1 ODD" f-- - - 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 /11111111/f. • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - LYNA, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • 4'00 0' mil • ••.� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES _. No.58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7., SUGGESTED,APPROXIMATE HOLE LOCATI DNS. :• .� •;�_ • • • '• 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED : OF �U • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .126' i�C(` '•.!p[OR1DP....' •ate` SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE W63-TS AND BE A MINIMUM OF.12S'THICK STEEL S ••.... ('j•��` STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK T '/,;S10NAL ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& V X 4'X.125' I/1I 1111 #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLON A.LYNN MILLW%P.E. FL P.E.#58705 TABLE 7A a 2 Mullion Capacity Table Ibs/Rt ANCHOR CAPACITY Opening Width(for YerGcelyspalning mulGoris)or Opening Height(tar hodzordally-spanning rni.Oons) ADJUSTMENT FORMULA: 50 in 60In 70 in s0 in 90 in 1001n 120 in 1401n 1601n F ANCHORCAP.,�•,,,, 1%4x.376 Rectangular Try?long. Rectangular' TrepRdarg. Rectangular TrepRdan9• Rectangular Trep1111an0. Rectangular Trep'IFieng. Rectangular TrepRdan9. Rectangdar TraprMang. Rectangular Traprrdan9• Reetan0ar TbaplTdang• (OP°)X(MULLION CAP., „•�% Loading Loading Loading Lowing Load'mg Loading loading Loading Loading LoedMg Loading Loaning Loading Loading Loading Loading Loading Loafing eye w Alum.Tube - 3`T' a r p r r z• r v 2^ •� 2' •a .., a v a a � 2s a 32 p �^ =ANCHOR CAP.® Mullion � � N USETHISFORMULATOOBTAIN 'a ❑ IL 6� b. a� 8" to 5� b•19 e 6�' E3 6 b.5 6 z$ 6� 6� b 6 N �� t• 6 .5 6" s� THE"ANCHOR CAPACITY lA y a - - �`rc rc re s s�. rc f d` f a o: a REQUIRED"CORRESPONDING 42 in 170.0 620 170.0 435 170.0 744 V0.01 478 170.0 1 See 1 170.0 506 170.0 992 170.01 519 170.0 1116 170.0 621 170A 1240 170.0 521 170.0 1408 170.0 621 170.0 1735 170.0 521 170.0 1983 170.0 521 TO AN ACTUAL PRESSURE O REQUIREMENT FOR THE 481n 170.0 708 170.0 524 170.0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170.01 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 689 170.0 1983 170.0 680 151.8 2024 170.0 680 OPENING,WHEN IT IS LOWER : _ 50.6251. 170.0 747 170.0 563 170.0 895 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 750 170.0 1793 1700 766 156.0 1919 170.0 768 136.E 1919 170.0 756 THAN THE MULLION CAPACITY A 0 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 170.0 061 137.1 1709 170.0 861 120.0 1799 170.0. 981 (FROM THE TABLE)OF THE IIn L O Q SELECTED MULLION.IT WILL m 601n 170.0 865 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 944 770.0 1594 170.0 996 155.5 1619 170.0 1033 129.6 1619 170A 1063 111.0 1619 170.0 1063 97.2 16t9 170.0 1063 YIELD A MINIMUM ANCHOR I- 40 W 631n 170.0 930 170.0 745 170.0 1116 170.0 85D 170.0 1302 170.0 940 170.9 1488 170.0 W15 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 168.5 1158 100.7 1542 167.9 1157 88.1 1542 167.9 1157 CAPACITY WHICH MAY BE Z 661. 170.0 974 170.0 769[48.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1066 142.8 1472 168.5 1148 128.E 1472 158.8 1130 107.1 1472 147.0 1I08 91.8 1472 148.0 1104 00.3 1472 I46.0 1104 USED TO QUALIFY ADDITIONAL Z rn i m ..W {Fa ANCHOR OPTIONS FROM THE ❑ C 721n 170.0 1063 170.0 878 iD5 170.0 1009 150.8,1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1068 105.6 1320 128.E 1049 88.0 1320 117.0 1024 76A 1320 112.E 1013 68.0 1320 1175 1012 ANCHOR CAPACITY TABLE j LLI �❑ J 76 in 170.0 1122 170.0 937 118{ 159.4 1013 1282 118! 139.9 964 112-2 1184 M.1 978 99.7 1184 115.3 964 89.8 1184 107.5 952 74.8 1164 97.8 935 64.1 1184 93.1 027 56.1 1184 92.3 925 rcQ J.!!J� M 78 in 166.1 1124 170.0 967 1124. 147.0 965 ime 1124 128.8 947 103.8 1124 115.6 831 923 1124 105.8 918 83.0 1124 98.5 906 69.2 1124 89.0 620 59.3, 1124 84.3 Set 61.9 1124 83.2 876 F j .= N 90 in 108.1 044 111.5 750 844 94.3 736 77.2 80 62.1 724 67.6 844 73.3 712 60.1 844 66.5 702 54.0 8" 61.4 693 45.0 &{ 64.2 67B 38.6 864 50.0 668 318 844 47.7 662 Z 2 Q N N Q Z 00 f0 BB In 89./ 7!2 91.5 6B7 742 172 652 818 742 672 6{1 55,7 742 59.8 631 d9.5 742 54.1 622 44.5 742 49.8 614 77.1 742 43.6 600 31.8 762 39.8 590 27.8 7d2 37.5 564 st ram 0 m0 to8 to 62.6 536 63.9 530 586 518 521 44.7 586 46.6 513 39.1 585 41A 505 34.5 5M 37.3 498 31.3 506 34.2 492 25.1 5W 29.6 481 223 586 26.6 472 19.5 586 24.7 466 y M m 111 m 57.6 555 58.8 503 555 49.5 495 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 27.1 411 20.6 555 24.3 448 18.0 555 22.4 442 x X1201n 45.6 475 48.4 437 475 39.0 426 32.6 475 33.7 420 28.5 475 29.0 414 25.3 475 26.6 409 228 {79 24.5 4U4 19.0 475 21.1 395 18.3 475 td7 387 14.3 475 17.2 381 HX ¢ OO1Min 2H.4 330 26.7 305 330 224 301 18.9 330 19.3 297 16:5 330 17.0 293 d � Z TABLE 7B m€0>O Subsuate: 27k Cororele 3k Concrete 3.5k Co.. Hey-CMU F61ae CMU Pr Wood Metal An'hor 311E Elco 114'El- 3116•Da Walt 114'DeWall 016'FJeo 3118'Elao 1-E- 3116•DdNal1 1/4'De Walt 114'S9 Eico 5116'Elco Ile SS Dee 010 Steal 0126teel 012 Steel Anctorrype: Uilrecal lglrecon Nuacon� Nbacon4 UOrecan Ultracon Mrecon UNacan, utracan+ AgWeGator l5treeon AggreGator Screw(G5)Serew(G5) Screw(G5) PRODUCT REVISED Capacity (IDS) Eege Distance On): 1' R7001b. 1' 2.7? 1' 2.IrX 1' 2.1/T 3.1/8' 1' 2-1/P 1' 2-la- 1' 2-i/T 1' R2.10 2' 3-1/87 2' 0AW 0.64' 0.324' as eomplying with the Florida ( ) BuildingCode 1.314. 1.3/4' 1.3/4' 1-3/4' 1-34• 1.3/4' 2• 1.7/4' 1-114' 1.1/4• 1.114' 1.1/4' 1.1/4- 1.114• -1.114' 1-1/4' T 1�18' 7.318' ldes NOA-No. 20-0406.03 2Anc ars(�4.75-Mirt O.C./SlaMani or Olhet CSp(Fig.782): 390Ins 4501ns 890 ins 310lbs 6301ns 220 Its 870 ex 16441ta 270 ins 2800. 3M 1es 7401bs 230Ine 370 lba 320 @s 3741W M U 9461be 341 lba 44210s �lbs 4 Amhars@225'Mirt O.C./Standard(or 045et)Clip(Fig.3)• 7001bs See ibs I=ibs 6-4 ibs 1260Ins 420@s 17201bs 9521Ds WA 5601Ds WA 630Its 39DIts 74016s SIB lbs WA 880 lbs WA 682lbs 685165 112011s Expiration Date 05126/2026 B Amhara01.15"Min.O.C.1 Standard(or Offset)Clip(Fig.41 060lbs WA WA 640lbs 252011s 7401Rs WA WA WA 760Ibs WA WA WA 1480lbs WA WA WA WA 13631D9 1770lbs 2240lbs 74Ancrnra @ 3•MIn.O.C.1(2)2k5Angle Clips I(Fig.S} 70016s 6001bs 1560 les 620lbs 12601bs 440 lbs 17401bs 18981bs 54016s 6601bs WA 760lbs 460lbs 740165 640 Ibs 7481ts 880 lbs 18921bs 6821bs 8851W 11201ba DYArolgm Qg 3'MiR O.C./(2)$S Argle hips 1(Fig.B) 11701bss 10201hs 2340Ibs s30IM 189010s 6fi01s 28f01ts 28441bs 810 8401W WA 11401Ds 6901bs 11101bs 9601D5 i1221bs 13�Ibs 28381ba 71p21nsMlaml-Dad•ProdYGt Control 4Arohws®0.45'MIn.O.C./U-Oip,Into.l2SAl-Fg.7): WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA2 Archon®2.25'Min.O.C,/F•Csp(Fig.81 3501bs 2B0IDS 7051bs 3101ns 6301ba 2101bs 8001hs 47610s WA 2001bs WA 3151bs 195Ibs 3701M 255lbs NIA 4401hs WA 341 Ins 4421bs 56D Ibs 4 Anchm Q 1.15'Min.O.CJ F-Clip(Fig.%. 480lbs WA WA 32011s I726010s 3701bs WAI WA I WA 380 lbs WA WA I WA 740lbs I WA WA WA WA WA 682lbs 1 885lbs I 1120lbs NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -.1 1.062" 1.00a, �-- .TABLE NOTES: ' FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE& 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 1111 r 1 1 1 1111/ • • • • • • • • • • • • s.`� (p (N 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE aL, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4•0W' 4.000" Nd:58705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.FIGURE 5: FIGURE& FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDZ 2OGROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G9D.WOOD SHALL BE :O� AI OF (�PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045" 375" " � d'/ NC^,, THICK(18 GAUGE.STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS L '�/10f/'VIA�lL�1E �` ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10&#12 1"X 4•X.375"� 1•X 4°X.375' i A.LYNN MILLER,P.E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T'-MULLION MULLION . FL P.E.#58705 TABLE BA Mullion Capacity Table Ibsfie ANCHOR CAPACITY Opening Width(for vertically-spanning mullions)or Opening Height(for holi ordalty-spanning mul4ans) ADJUSTMENT FORMULA: F 50in solo Tom eom 901n 10D(n tzDin 14Dm tsoin ANCHOR CAP.,_,,, RecWngular Traprrdang. Rectangdar Tap/Tdang• Rectangular Trep/Tdang. 1 Rectangular Trap/Tdeng.[R' ctangular TrapfMang. Rectangular TraplTdana. Rectangular TraplTdang. Rectangular Trapfrdong. Rectangular Traprridang. (DP.o)X( ) m 1.25"% Loafing Loading Loafing Loafing Loafing Loa6n9 Loadng LwdngLoadm9 Loafing 'Loading Leafing Loadng Lwdng Loadng Loadn9 Loafing Loading MULLION CAP.,,,,,,,,,, n w 3.188"% c .266"Alum = �' r a •^ r r ,�• a a _ =ANCHORCAP.,,,TubeMull .� $� 2 . a . g• ° , A . N8aara && v33p^poaa USE THIS FORMULA TO OBTAIN s ❑r 5� a o� s� 5� c` `� c' fi� i'S. �� 83 $ a+' S t fi9 b.5 e� �_ �� _.� E� a' sz "� b" 8`L k� �� h2S os ig 5� s l 5 ffi `s `s'g S x B s •s g 3 �' �' k g P g 9 THE"ANCHOR CAPACITY� ` " ` ` ` ` - 41 E ` ` ¢ �� `d-¢ 4� d`¢ d�¢ � d`rc drc REQUIRED"CORRESPONDINGO 421n 170.0 620 170.0 435 t70.0 744 170.0 478 170.0 668 170.0 506 170.0 992 170.0 5190.0 1116 170.0 521 170.0 1240 170.0 521 170A 1488 170.0 521 170.0 1735 170.0 521 161.6 1769 170.D 5zt TO AN ACTUAL PRESSURE REQUIREMENT FOR THE O 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 892 170.0 63e 170.0 1133 170.0 6610.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 t548 170.0 680 116.1 1548 170.0 68D OPENING,WHEN IT IS LOWER Z50.625In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 6M 170.0 1135 170.0 123 0.0 1345 170.0 747 167.0 1468 170e 756 139.2 1468 110.0 766 118.3 1468 170.0 756 104A f468 170.0 756 THAN THE MULLION CAPACITY Z (FROM THE TABLE)OF THE W o G 54 In 170.0 797 170.0 612 170.0 956 V0.0 691 170.0 1fi6 170.0 754 170.0 1275 170.0 803 163.1 1376 170A 837 146.8 1376 170.0 858 122.3 1376 170.0 661 104.8 1378 170,0 861 91.7 1378 170.0 861 m O SELECTED MULLION.IT WILL f=- V Cl)CID W 601n 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 115E t70.0 678 139.0 1155 157.4 930 123.6 1166 156.8 919 111.2 1158 160.0 912 927 1156 144.0 905 79.4 1158 144.8 905 69.5 1155 144.8 9D5 YIELD A MINIMUM ANCHOR 63 in 170.0 870 170.0 745 180.I 1051 170.0 850 1372 1051 I55.9 882 120.1 1051 f120 848 106.7 ID51 132.3 537 98.1 1051 125.7 830 la.t 1051 118.5 822 68.6 1051 118.1 821 60.0 1051 119.1 821 CAPACITY WHICH MAY BE d Z USED TO QUALIFY ADDITIONAL Z to �• ❑ � 661n 167.1 O57 170.0 780 139.3 957 151.8 805 118.1 957 f74.0 7B0 104.4 857 121.8 777 82.8 957 112.E 767 83.8 957 106.8 769 69.8 957 100.0 750 59.7 857 98.9 748 522 957 98.9 748 ANCHOR OPTIONS FROM THE z J� W m 72 in 128.7 804 1352 698 107.3 804 116.2 684 91.0 804 101.3 671 80A 804 91.4 660 71.6 804 54.1 650 84.4 BM 78.8 843 63.6 804 72.3 d33 46.0 804 69.9 629 40.2 604 69.8 628 ANCHOR CAPACITY TABLE � �g � A0 n '� 761n 109.4 722 114.4 630 91.2 722 972 618 78.2 722 85.3 606 68.4 722 76.7 596 60.8 722 70.3 588 54.7 722 65.5 580 45.6 722 59.5 570 39.1 722 55.7 565 34.2 722 56.2 564 J �¢ to O 78 in 1012 685 105.E 600 M.4 685 89.6 588 723 685 78,5 5T7 63,3 885 70.5 668 582 685 fi4.5 560 50.8 6B5 60.1 553 422 685 543 513 38.2 685 51.4 537 31.6 BBS 50.7 576 F N N 901n 65.9 515 68.0 157 S1.9 515 5T.5 /19 47.1 515 $0.1 441 41.2 515 41.7 434 36.8 Sty 40.8 42B 33.0 515 37.4 422 27.5 516 13.1 113 23.5 515 30.5 407 20.8 515 29.1 4M Q X Z N 96 in 54.3 453 55.8 4M 45.7 453 47.1 397 36.8 453 41.0 391 33.9 453 36.4 305 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 I- aD 00 1D m� HmO y0 1081n 38.1 358 39.0 323 31.8 358 328 318 27.2 358 28.4 313 23.8 358 252 308 21.2 358 227 304 19.1 358 20.8 300 15.9 3% 18.0 293 U) Ill In ]5.1 338 35.8 306 29.3 ]38 30.f 301 25.7 338 26.1 287 22.0 33B 23.2 293 19.5 138 20.9 289 f7.6 338 19.1 285 X `L o`L 1201n Z7.8 290 28.3 264 232 29D 23.8 260 19.9 290 20.6 256 17.! 290 182 253 15.4 290 16.! 249 U N Q 144 in 16.1 201 16.3 186 d e Z O B P TABLE BB SuM ate: 27kConcrete 3kCorcrea 3.5kCone. 11.11-CMU Filled CMU PT Wood Metal Anchor 3/16'Elco 114'Elco 3/161Dewalt 114'DeWall &16'Elco T16-FJco 114-Eloo 311'OeWall 114'DeWalt 11TSSBee 5116"Elca 1/4'SSEIco 410Steel 0128teel p126teel PRODUCT REVISED Arkhor TyPe. Ullmcon Ultrecon Letmcont Lotmcanr Ultracon Lunt- Ullmcon Ulm- Un-- AggreGala Ultracon AggreGator Screw(35)Screw(G5) Screw(,,)Capacity as complyyingg with the Florida ([be) Edge Distance(in): 1' 2.112- 1' 241T i' 2-1P7' 1' 2.1/2' 3-118' -r 24/2' 1' 2.1/2' P 2•i/7 1- 2-1/2' 2- 3.118' 2- 0.46' 0.64' 0.324- Building Codo EmbedmentpnT 1a4' 1s4' 1a4' 1.314' 124- 1a4- t24- 1.314- 2' 1.1/4' 1.114" 1.114' 1-114" 1.114" 1-1/4' 1414' 1-1/4' 1-1/4' 1-114' 2' lava* tab' wades NOA-No. 20-0406.03 - 2AMbom @a 4.75'MIn.O.C.l 6tendard or OOsel Clip(FIB.1T 390lbs 3901M 450 Re 890 lbs 3101M 630 Ins 220Ins 8701M 16441M 2701M 2B0IM 3S11w 7401M 2301ns 3701b5 3271es 8801bs 374 IM 6M IM 946lbs 341 IM 4421M 5601M 4 Arxhors @ 1.15'Min.O.C./Standard I.,ONO)C6p(Fig.2): 4801M 7001M NIA WA 3201M 12601M 3701M WA WA WA 380 ms WA WA NIA 7401bs WA WA WA WA WA 6B2 fM BB51M 11201M Expiration Date 05/26/2026 4 Anchom@ Min.O.C. (2)2x5 Angle Craps I(F1g.31. 760IM 7801M 6801M 1560 Ins 62DIbs 12601M 4401M 1740 Ins III%Ibs 5401M 6FlbM WA 7601ta 4601bs 740IM 6401M 11601M 745 ins 880Ibs 18921M 6821M 1M 885 11201M By' 4 Anchors(M OAV Min.O.C./UCep,Into.125'Alum.(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA N/A WA WA 14301M Miami-Dade Product Control I Ancinrl F-Mp(FIg.5): 1951M 1951M 2251M 4451M 1551M 315lbs 1101M 435 ms 8221bs 135 lbs 1401bs 1771b3 3701bs 115 lbs 185 ms 1601M 2901M 1871M 332 ms 4731bs 1701M 2211M 2 Lb' 2A"chore®1.1S Min.O.C.1 F-alp(Fig.6): 2401M 3501M NIA WA 1601M 6301bs 1851M WA WA WA 19DIM WA WA WA 3701M WA WA WA WA NIA 3411M 4421M 5601M NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: TABLE NOTES: • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111III1///. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ZO.... ..., /1�� FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188" PC1�,•' 110ENSF �� SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS - 1� BEIU USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265 =3k No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - •• 4 w GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL S f6 :'4tj FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PI NE WITH AN SG OF 0.55.ALUMINUM SHALL BE - � TATE FF r .(� [V` 6063-T5 AND SEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND C� ''•:��ORIOP.,•'•�� • EAT CK AND A36.ALL 1.25"X3.106'X.265"MULLION 114S ANCHORS INTO METAL SHALL EXT THICK(18 GAUGE). ENDATELEAEL TS 3SCR WTHREAD BIEYONDTHE MATERIAL. (1•tl4-VF MULLION) /,S�ONALIE�G��` #10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. � A.LYNtJ M1L1(-ER,P.E. FL P.E.#58705 TABLE 9A a�ry Mullion CapaeN Table(lbaffe) ANCHOR CAPACITY Opining Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mWtlons) ADJUSTMENT FORMULA: �' o 50 in 60 in 701. Sol. 90 in 1001. 120 an 1401. 16o M ^ Romanwlar Tap7rdana. Reetanwwr ra 9a g (DP_)X ANCHOR CAP.,,s,,,r\ x� o: 126 x 325 P•Td�g. R.I.ReomrgulaI T prrdang. Reelarguler Trap/Tf ng. Reetanwbr TnepTdang, Rdcl.gWilr Traplydana Rdetan Iar TrsdTdang, Rectangular TmplTdan9 Reelengular TrsplTtlen / o MULLION CAP.,o,,,,,a Loading Loading Lading Le.dln9 Loading Lowing Lea6n9 Leading Laadeg Lading Loading Loafing I. no Leading Lending Loading loading Leading R;2 w x.100 Alum.Tube _ kA _ ',-, p & ',., =ANCHOR CAP.,m rc Muillon � � g fl �� g $ �,� y� 1� ��, �� B �� $ � USE THIS FORMULA TO OBTAIN N Q Uj ®®®� aX H , I , 5I I „1 1 1 THE"ANCHOR CAPACITY y a F REQUIRED"CORRESPONDING ZO 42 in f70.0 620 170.0 435 170.0 744 17C.0 478 1TOA 868 170.0 506 170A- 092 170.0 619 170.0 1116 170.0 521 153.3 1119 170.0 521 127.7 1"e t70.O 521 109.5 111E 170.0 521 95.8 1118 170.0 521 TO AN ACTUAL PRESSURE X 48N 170.0 108 170.0 524 170.0 B50 Into 584 167.6 978 170.0 630 146.7 978 170.0 661 130.4 978 170.0 677 117.3 978 170.0 680 97.8' 918 170.0 BOB 832 978 170.0 600 73.3 978 170.0 SOO REQUIREMENT FOR THE so.6251n 170.0 747 170.0 663 170.0 998 1700 631 150.7 927 1T6.0 664 131.9 927 IOU 708 117.2 927 159.1 699 105.5 927 156.3 696 07.9 927 IOU 695 75A 927 156.3 695 65.9 B27 156.3 fi95 OPENING,WHEN IT IS LOWER 2 02 THAN THE MULLION CAPACITY 2 50 h 170,0 187 170.0 812 f545, 889 170.0 661 132.5 869. 153.9 sell 715.8 889 141.8 669 f03.0 e69 734,0 660 92.7 869 128.8 854 T7.J B89 1258 652 86.2 869 128.8 652 67.8 668 128.8 652 (FROM THE TABLE)OF THE m oo Q 601. 143.2 746 153.8 634 119.4 746 132.3 020 102.3 746 117.E BOB 69.5 746 107.8 599 79.6 148 101.0 592 71.6 746 96.6 587 59.7 748 93.3 Sell 51.2 748 93.3 561 44.8 746 93.3 583 SELECTED MULLION.IT WILL M YIELD A MINIMUM ANCHOR ,5 031n 723.7 877� 132.0 579 707.1 877 113.2 Sfi8 86.4 877 100A 555 77.3 871 91.6 518 68.7 877 8S2 �579 61.9 877 81.0 534 51.0 677 77.0 529 dd.2 B77 T8.7 518 367 677 78.7 529 H (� 66 in 107.0 617 114.1 530 B9.7 877 B7.fi 519 76.9 617 88.3 509 67.3 017 70.3 600 59.8 617 72.0 494 53.8 617 68.7 489 44.8 617 64.4 483 30.4 617 63.7 482 33.6 617 63.7 482 CAPACITY WHICH MAY BE W Z USED TO QUALIFY ADDITIONAL O- 72 in a2.e SIB 67.1 459 69.1 516 74.2 440 59.2 518 65.2 432 SIA SIB 68.8 425 46.1 518 54.2 "1 41.4 618 50.7 414 34.6 518 48.8 408 29.6 518 45.0 405 25.9 618 45.0 405 ANCHOR OPTIONS FROM THE ? J m 4LU 76 in 70.6 465 73.7 408 507 485 62.6 398 50.3 465 54.9 390 44.1 465 49.4 384 392 465 45.3 378. a8.2 465 12.2 374 29A 465 3d3 357 25.2 465 38.6 364 22.0 465 36.2 363 ANCHOR CAPACITY TABLE J mQ 781n 652 441 68.0 387 54.3 441 5T,7 378 4fi.6 461 60.6 372 40.8 4d1 4S4 388 36.2 4d1 41.8 3BO 32.6 441 38.7 358 27.2 d41 34.9 349 2J.3 d41 33.1 34C 20.4 ddt 327 345 J 90In 42,4 332 408 295 35A 332 37.0 269 30.3 332 32.3 284 26.5 332 28.8 280 23.6 332 26.t 276 21.2 332 24.1 272 17.7 332 21.3 266 �152 332 10.fi 262 103 732 18.7 280 FCD 98in 35.0 201 35.9 260 29.1 291 30.3 258 25.0 291 28.4 252 21.9 28t 23.5 240 19.4 291 21.3 244 17.5 291 19.5 211 14A .1 11.1 236 125 291 15.6 232 Z 108h 24.6 230 25.1 208 20.5 230 21.1 205 17.5 230 18.3 201 %4 230 16.2 100 ¢ X gZ 00 10 1711n 22.6 210 23.1 197 18.9 218 19.4 194 16.2 218 10.8 191 14.1 218 14.9 188 .N tl O O 1201n 17.8 187 182 770 '4.9 1B7 1sd I67 X Y Y V N ¢ O O asp ZOOco �_- TABLE 98 Substrate: 2.7k M.role 3k conaste 3.5k Co.. P.11-CMU Filled CMU PT Wood Metal Anchor VlG Et.o 1/4'Elco 31167 DeWpll U4'Dewall 6116"Elco 3116'El.. 1/4•Elw 11111 DeW4l1 W DeWitt 1/4'SS EWo St1E Elco 1/4'SS FJco 010 Steel 012 Steel 012 Steel Andtpr Type: Capacity lnc 1pton Unracon Ultracmf LA".- UBraeon Uil.a.. IZbacon Ulln om Ullracer. Aggn:Gator LAIm on AggmMEW Screvi(G5)S-L35) SCMW(G5) PRODUCT REVISED (Ibs) Edge Olstarca Gnl: r 2-trz• 1 7" 1 2a/r r 2arz• r za/r 3-1r8' r 2-1/r 1• I 2-11r 1• 2-112* r 2-1/7 r eve• r 8.48' 6.5r 0.324• as com IYyIngg with the Florida ErttOedmeN OnY 13/4' 7374' 7314' 1-3/4- 13/4' t3r4° 1314' 13/4' r 1-1/4' 1.114' 1-7/4' 1.114" 1-1/4- '-1/4' 1.114' 14W /-114' 1.114' r I.=, 1.318" varies Building Coda 2 Arohom®4.75 Min.O.C./Standard or Otset CSP(Fig.1)' 3901bs 39010s 45010s a90 I. 310 ibs 630Ina 220 On Inn So 16441bs 270 Los 280 Ibs M4 Ito 7401Ds 2301bs 370 Beo 3201bs 560 Ws 374 Ibs 6E4Iba 946 a 311 Ibs 442 U. 560 gas NOA-NO. 20-0406.03 4 Amhars @ 1.16'N14L O.C.l Sterdard(or Oesel)Clip(Fig.4 480lbs 700Ibe WA WA 32016s 126000 370 Be, WA WA WA 3801R WA WA WA 740 lbs WA WA WA WA NIA 6821Ds. 865 00 it201bs Expiration Data 05/2612026 4 Anchem@3'Min.O.C.1(2)245 Angle Clips 1(Fig,3): 7801a 780lbs 680lbs 15601bs 62016s 1260 on 4401bs. 1740Ibe 16981bs 540 Bar 56011 WA 7fi01hv 4601a 740161 6401Ds 77601bs 7481bs 8801W 18921bs fi821bs 88516s 1/201Ds 3 Amhara @0.54'Min.O.C./U-Gip,Into.100'Alum IRS.4Y WA WA WA WA WA WA WA NIA WA WA WA WA WA WA WA WA WA WA WA WA WA WA 9501Da By vim' 1 Amhall F-MP(Fig.5): 195lbs 1951a 225Ibs 4451bs 1SSIbe 3751bs 1101bs 435 Ns 822 Ws IWO 140Ibs t7716v 37016s 1151ts 1051� 1fi01ba 2w lbs 187Ibs 3321ba 4731bs 1701D9 2211a 2801bs Mlarni-Dade Product Controi 2 Arah-@1.16'Min.O.C./F•CBp pg.6). 2401a 35016n WA WA 1601bs B301Ds 168Ibs WA WA WA 1901ba WA WA WA 3101Ds WA WA WA WA WA 3411a 442 ms 660Ibs NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - FIGURE I: FIGURE 2: TABLE NOTES: 1.260" 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I I • • ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE. s" 6'<�Y LYNrV i FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" 3.250" SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ANGLE SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.CLIP MU •�� BE U EDP = _ No.58705 4 . : IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL _ -_-O ;(�f•�,/ - FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE TS 5, / 2 2 U :•�� 6083-TS AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND O�v'., 9 I E F ;•(yj�� • .045"THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.125•'THICK AND A36.ALL ,100" .100" (� ''...........LORION \Z�` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 125"X 3.26"X.10tr 1.25'X 3.25'X.100" ' / • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FOR MULLION FOR /7/.10'1VA y 1� FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYIJN MILT R.P.E. FL P.E.#58705 TABLE10A Mullion Capacity Table Qbsilfe) ANCHOR CAPACITY 'S 8 ' Opening Width(forvedicany-spaiuring mdliom)oropening Height(forhorizcr atlyspanreag mdlioTls) ADJUSTMENT FORMULA: S�d o 50 in 60 in 70 in BO in 90 in 100 in 120 in 14D in 160 in ANCHOR CAP,,,,,, l •� 1.26113.26 Rectangular Trap/friang. Rectangular TnP/Tdang. [Rect,*gular Tnpndang. Rectangular Trop/idang. Rectangular Trap/Tdang. Rectangular Tlep/Tdang. Rectangular Tnp/rdang. Renangular T.FdrWang. Rectanr TrapRriang. (DPm)X MULLION CAP.,,,,,,,,,£/ a rn Leading Loading Loading Loadingding Loading Loadmg Loading Leading Loading Leadin Leadin Loadn Load Leading Leading L.,.": Loading cz %.624 9 g 9 g 9 9 Alum.Tube .� ,5^ ,� t r _ _r >. r:ANCHOR CAP.,,, x Mullionto o t u 3 " a e o�g o a u" e USE THIS FORMULA TO OBTAINLU N O s t Pt,v a <.P ,�- r_P r € s 0. .a° E' `tm e 2 ut t,g z i € k 2'e 4 `^' THE"ANCHOR CAPACITY V'v d`¢ s'@ d`z' s'€ a'z` drE �@ dz` f@ d`cg ir'. Q`te $ 8z` :9 d`ed d`rc +$ d'a" REQUIRED"CORRESPONDING Z •-rc 42 in 170.0 620 170.0 435 770.0 744 170.0 478 170.0 860 770.0 506 170.0 992 176D 579 170.0 1116 1I0.0 527 1T0.0 1240 170.D 521 170.0 1468 170D 521 170.0 1735 170.0 621 170.0 1983 170.0 521 TO AN ACTUAL PRESSURE a. 48 in 170.0 70B 170.0 524 170.0 050 170c 5% 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 67T 170.0 1417 170.0 680 170.0 1700 170.0 680 169.7 1979 170.0 6B0 148.5 1979 170.0 680 REQUIREMENT FOR THE OPENING,WHEN IT IS LOWER 50.623 in 170.0 7d7 17p,0 563 170.0 096 1700 631 170.0 1046 170.0 694 170.0 1195 170.0 TT3 170.0 1346 110.0 747 IN.0 1494 170,0 756 170.0 1793 1T0.0 756 1525 IB77 1T00 756 133.5 7g77 f109 756 THAN THE MULLION CAPACITY D.m O 64 in 170.0 797 170.0 612 170.0 356 170.D 691 170.0 1116 170.0 754 170 0 1275 1To" 803 170.0 1434 170.0 037 1T0.0 15% 1700 856 156.d 1759 1T0.0 861 t7d.1 1759 170.0 061 11T.3 1159 770.0 867 (FROM THE TABLE)OF THE W O Q SELECTED MULLION.IT WILL 60 in 1T0.0 005 170.0 701 170.0 7063 170.0 797 7T0.0 1210 170.D 078 170.0 1d1T 170.0 94d 161.1 1511 170.0 996 145.0 1511 170.0 1073 120.8 1511 170.0 1063 103.6 1511 170.0 10G3 90.6 1611 170.0 1063 ca Q YIELD A MINIMUM ANCHOR F- to 63 in 170.0 930 170.0 7d5 f70.0 1116 170.0 850 770.0 1302 170.0 %0 156.6 7370 170.0 1015 1392 1370 170,0 1076 125.3 7379 166.0 1062 I%.4 7370 156.9 1972 89,6 7370 156,7 1070 78.7 1JT0 165.3 7070 CAPACITY WHICH MAY BE LULL LU on G6 in 170.0 970 170.0 789 170.0 1169 170.0 903 156.6 1248 170.0 1002 136.2 1268 150,6 1013 121.1 1248 147.1 f000 108.9 12a0 139.0 989 90.0 INS 1304 970 77.0 1246 129.0 975 68.1 1249 129.0 915 USED TO QUALIFY ADDITIONAL 5 CL .. Q ANCHOR OPTIONS FROM THE Z co g m' ..W 1 72 in 167.H 1049 170.0 978 1J9.9 1049 1502 e92 119.9 1049 1321 875 104.9 1049 119.1 850 93.2 1049 109.7 848 $3.9 1049 102T gag 69.9 ISO 94.3 825 599 1049 91.2 820 524 1%4 91.1 82D Z J ed gQ o ANCHOR CAPACITY TABLE. J 76 in 142.7 %Y 149.1 822 118.9 %1 126.8 805 j262 1111 791 892 961 100,D T77 79.3 %1 91.1 766 71.4 %7 059 757 59.5 941 71.6 744 51.0 %1 Td,O 777 d4.fi %1 73.3 736 C J Na tta A IB in 132.0 B% 137.6 783 710.0 8% 116.9 767 102d 753 B25 8% 91.9 740 73.3 094 04.1 730 66.0 8% 78.3 721 55.0 B% T0.7 7W 471 B% 67.0 701 41.3 BS4 66.1 698 Q C N g 9D In 85.9 6T7 8H.7 596 71.6 671 7d.9 585 65.3 575 537 671 50.2 566 d7.7 677 52.9 550 43.0 671 dB.H 551 35.8 671 d3.1 539 30.T 677 7A7 631 26.9 G71 37.9 526 F W. Q 96 in 70.8 590 72.6 627 59.0 690 61.6 518 53.4 509 d4.7 590 d7.5 502 39,3 590 43.0 4% 35.4 590 39.fi 498 29.6 590 %.7 d71 25.J 590 31,6 d69 22.1 $9D 29.0 469 ZQ N X�Z OD (O 10g in 49.7 d66 50.8 421 41.4 q66 428 414 37.1 dog 31.1 466 32.9 d02 2i.6 466 29.7 396 24.9 d66 27.7 391 20.7 466 23.5 382 17.8 466 21,2 375 I$,b 46fi 19.6 370 "O a:0 117 in 45.8 4d1 467 400 302 441 79.3 393 34.1 387 26.6 441 30,2 382 26.4 441 272 376 72.9 441 2J.9 372 19.1 4a1 Z1.5 363 16.4 441 19J 356 143 dd1 1T.8 351 61 Nw a Cl) 120 in 36.J 370 36.9 364 302 378 31.0 379 26.8 3Jd 227 3T0 23.7 329 20.1 370 21.3 325 18.1 J78 19.5 321 15.1 378 16.7 374 K �[ Y 744 in 21.0 262 21,2 242 175 262 /7.8 239 15.3 2J6 U N ¢ O O TABLE 10B Q_a� Z _g= nn m0 a0 Subsbete: 27,Concrete 3k COncrelo 3.Sk Conn. IFpBow CMU Filled CMU PT Wood Metal Anchor Anchor Type. 3/76•Mdo 114'Elco 3/1G DeWait 7/4"De Well 5I1 V El'. 311G Elco 7/4'Eleo 3ryG DeWolt 1/4'DeWaO V4'3S Eko SI1G Elco 1!4'SS Elco 410 Steel 012 Steel 012 Steel Capacity Ullracon Ull-cut Ullra<en+ Written Ultracon Ullrecon Ultmcon URncanr UllnucoM AggreGalor Ultracon AggreGalor, Screw(G5)So- Screw(G5) PRODUCT REVISED (Ibe) Edge Dislonco(In)' 1" 2-112' P 2-7/2' 1• 2-712' 1' 2-1/2' 3-i/V 1' 2.11P 1' 2d12' 1• 2-117 I• 2412° 2' &7/8' 2' 0.48• 0.54' 0.324" AS complying with the Florida Embedment Dn): 1-3/4' 1-314' 1-3/4' 13/4' 1-374' 1-3/4" 13/4' 1.374' T 1-1/4' 1-1I6' M760 I-1/4• 1-714' 7-1la' 1•i74' 1-1/4' 1-114' 1414- T 1-Ye• 1.3T varies Building COtlO 2 Anctuus@4.7S Min.O.C./SlandaN or OOset COp(Fig.1)' 3901bs 3901bs 4501bs 8901bs 3101bs 6301bg 2201bs 8701bs 1644 ft 2701bs 280111 7401bs 2301W 37010s 320 I� 5801bs 3741bs G641bn 946Ibs 3411bs 442It. S60lbs NOA-No. 20-0406.03 4 Anclrors @ 7.1S IvOn O.C./Standard(or OOset)Clip(Fig.2): 480lbs 700lin WA WA 32010s 12601be 370lbs WA WA NIA 3801bsWA WA 740Ins Nf WA WA WA NIA 6821be 865 Due 112D Ibs Expl7Atlon Date O$/26/2026 4 Anchors©3'Mtn.O.C./(2)2x5 Angle L71ps/(F)9.3): 7801bs 78010s 6H0 fbs 1560(bs B20 Its 126016s d40 Ira 17401bs 1846 fta 540 fhs 58016s f!& 4�(f>s 7401b5 B40Ibs 17�fbs 74g t05 Bd01bs f092 fbs 6821bs B85 tos 17201Cs 3 Anchor4 @ O.ti4•Min.O.C.I U-Gip,into.t00'Alum.(Flfl A): NIA WA NIA WA N/A WA WA WA WA WA WA WA WA NIA WA WA WA WA NIA WA WA 9501bs By1 Anchor/FC#p(Fig.5). 195)be 19511. 2251bs 4451Lc 1551bs 3151bs 1101W 4351. 8221bs 1351bs 1401M 3701bs 1751bs /651bs 16D Ibs 2901b5 1B7lbs 3327bs 4731bs 1701bs 2211bs 2801bs Miam ode Product Control 2 Anelmn®L75•Min.O.C.I F-Clip(Fig.6): 2401bs 3501bsWA WA 7801bs 63010s 1B5Ibs WA W WA190 IMWA N/q 3701bs WA WA NIA WA WA 341 Ibs 4421bs 6601ba NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: 1.260" 1.250" 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: �� Nor L)N 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE ` ��-.,.•• ,v ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.260" 3.250" C1 410EN;;f•••(( • • • CLIP MUST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �'•,.' •';-p BE USED _7`, No.58705 = IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624" .624" 6063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND _L So SEAT[ .045"THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL J F5 F '•��/ CC ORIDP,.•'G§ • ANCHORS INTO METAL SHALL EXTEND qT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25"X 3.25"X.624• 1.2S'X 3.25"X.624" '� s #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. MULLION FOR MULLION FOR �',S'(DNA E�1^� �` FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN)WLL�A P.E. FL P,E.#58705 TABLE 11A Mullion Capaclty Table(IbaMe) ANCHOR CAPACITY ? Opening Wdth(torgedicagy-spanoing mullions)cr Opening Halght yorholizortail"pannirg mllDons) ADJUSTMENT FORMULA: O3C F 5o in So 7111. aD in so in login 12o in 140in 16o in ANCHOR CAP.,n;,„„ a Rectangula Tiapff sang. Rectanpla TtapRdang. Raoangof. TmpRdane. Rectangular Tmp?danB- R.0- lar Ttap/Tdang. Reclan ular Tnip7dan Ronan ula, Tra Reclan ular TraplTdnn Rectangular Tte (DP.)X( ) k �7 126x394 w 9 g• s prdang. 9 s. Mn�s. MULLION CAP..,,,.,,, Loafing Leading Loading Loading Loading Leading Loading Loading Lording Loading Loading' Leading Wailing Loading Loading Loading Loading Loading o2 x.624 Alum.Tube S 6 A r .S .,* ? ,: s: Ea = m u,.- -5 A .m ". c =ANCHOR CAP.., Norman .s a &� o a� a a� a a� m �� m€ 4 m m� a s TLC a �€ N 0 o v'a o 4i a G u< o u u o P a u'o n 4i a u G 9 u o 0 4i a i4 o gg o u o o e E u� uP'agg is u USE THIS FORMULA TO OBTAIN g c 0 LL}U ' Q z 5 e 3 9' 5' a r•` s' t o -S _ �' e �' s b N- Q THE"ANCHOR CAPACITY to 5�rc F- $ t'e f 2 $rc z $¢ s'@ f€. $a f ¢ REOUIREd'CORRESPONDING Z TO AN ACTUAL PRESSURE 42in 170.0 620 170.0 d35 170.0 746 170.0 d7B 1T0.0 BfiB 170.0 506 /70.0 992 t)0.0 613 110.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1736 170.0 621 170.0 19B3 170.0 521 O REQUIREMENT FOR THE 48 in 170.0 708 170.0 524 1T00 650 170.0 594 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 6T7 170.0 1417 170.0 600 170.0 1700 1TO.0 680 1IO.0 1993 170.0 680 170.0 2267 170.0 680 OPENING,WHEN IT IS LOWER ,. 0 51626 In 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 604 170.0 1195 170.0 723 1700 1346 170.0 747 170.0 1494 170.0 756 1TOA 1793 17D.D 756 170.0 2092 170.0 '756 170.0 2391 V0.0 756 THAN THE MULLION CAPACITY - THETABLE OF THE LU o Z 54 in 170.0 797 770.0 6/2 170.0 956 1T0.0 691 170.0 1716 170.0 750 170.0 1275 170.0 903 Vol) 1434 17g.0 e71 170.0 1594 170.0 B56 170.D 1913 170.0 06/ 1T0.0 7131 170.0 B61 160.2 2d03 170.0 881 (FROM ) p Q 60 in 170.0 885 1TD.0 701 170.0 1063 170.0 791 170.0 1240 1700 878 1700 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1053 U8.3 2153 170.0 1063 129.8 2163 170.0 1067 SELECTED MULLION.IT WILL � YIELD A MINIMUM ANCHOR F U W 63 in 170.0. 970 11D.0 745 170.0 1116 WILD 050 170.0 1302 170.0 S70 WIG 1400 170.0 1015 170.0 1673 170.0 1076 170.0 1059 170.0 1122 1S6.9 2060 170.0 1169 134.5 2060 170.0 1171 117.7 2060 170.0 1171 CAPACITY WHICH.MAY BE .2 ,W Z fi EL a 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1658 170.0 1086 170.0 1753 170.0 115S 170.0 1948 170.0 1210 143.0 1966 170.0 1275 122.E 1969 170.0 12BS 1D7.2 ISE6 170.0 1286 USED TO QUALIFY ADDITIONAL a) m LU c ANCHOR OPTIONS FROM THE Z .oJ 721n 170.0 1063 170.0 078 170.0 1275 170.0 1009 170.0 1400 170.0 1126 170.0 1700 170.0 IVI 154.1 V34 170.0 1315 138.7 1734 169.8 USS 115.6 1734 155.9 1354 99,1 1I34 150.4 1352 66.7 1734 150.2 1352 ANCHOR CAPACITY TABLE. --L¢ ,� �0 0 76 in 170.0 IW 170.0 93T 170.0 1346 170.0 1080 iSIL5 15515 170.0 1209 147.4 1556 1652 1285 131.1 1556 161.5 1266 117.9 1556 141.3 12SI 983 1556 128.3 1229 84.2 1556 122.3 1219 73.7 ISIS 1212 121fi _=.1 8b U �Q E 781. 170.0 1151 170.0 967 170.0 1381 170.0 1116 155.9 1477 169.3 1245' 136.4 147T 152.0 1214 1212 '1477 139.1 1206 109.1 1477 129.6 1191 90.9 1477 116.9 1169 77.9 1477 110.E 1158 682 1471 109.3 1154 Q s- N 90 in 142.0 1110 1465 986 110A 11tO 123.9 968 101.5 1110 107.9 951 88.6 1110 26.3 936 78.9 1110 075 922 71.0 1110 86.7 910 592 1110 713 891 507 1110 65.6 878 44.4 1110 62.7 870 Z Q N N 96 in 117.0 916 120.3 972 97.5 975 101.5 856 83.6 975 88.3 842 732 975 78.5 829 55.0 975 712 B17 59.5 975 65.4 807 40.0 975 57.0 789 41.6 975 52.3 776 36.6 975 493 T67 X..Z tog in '1.2.2 771 83.0 696 685 771 70.7 685 56.7 771 A 51.4 771 54.3 6W 05.7 771 49.0 655 41.1 T71 44.9 W7 31.3 771 38.9 r02 296 771 J5.0 621 25.T 771 32.d 612 - O O 111 in 76.7 T30 71.3 661 63.1 730 65.0 650 .54.1 7!D 47.3 730 <9.9 831 d21 770 45.0 622 37.9 730 41.7 614 31.6 730 35.6 fi00 27.0 730 31.9 SB9 237 73. 29.5 581 WCM120in '9.96241.0569 499 62d 512 560 42.0 626 37.5 62.7 39.T 544 333 624 35.3 537 30.0 624 32.2 531 250 624 27.7 511 21A 624 24.6 509 18.7 624 22.5 501 X 144tn 34.7 433 35.1 400 28.9 433 29.4 395 24.8 433 21.7 433 22.4 385 193 d33 2cD 381 17.3 433 182 376 V N Q O O O 5:o TABLE 11BQQD m Subslyda T7K CDMMIe 38 ConcMe 3.5K Com. in HDOow CL1U Filled mlU PT Wood MOLL O'�� Anchor 311EExo 1/Y EIcO 311E Dmatt 1/4'DeWxi 6119'Elco 3116•EICo 1W Elco 311E De Walt 114'DeWat 1/4'SS Elco 5nEElco 1/4'SSEICO olo Sled 7n251eel e12Steel e Capacity A¢horTypa Ullmon • Ultrsm unrmm. Unman. ullmcan ulbam Ullm an unto.. unm m. aggeDxa unmron aggleFutor acrew(c5)semr(06) scrtw(G5) PRODUCT REVISED (Ihe) Etlge Olslante Mk i' 2-1/2' 1' 2-i/7 1' 12-11r 1• 2.7/2' 3•tIB' 1" T-1f2' t• 27IT 1' 2•t/2' 1° 2-0/2' 2 3.118' T0.4E g.54' 0.32d' a6tom Iyox with the Florida Embedment(n) 131d• I-YX 1314• 1,Vr 13f4- 13f4" 13/4' 2' 1-114- I-W- 1-114• 141X 1-114' 1414- 1.114- 141V 1-114" 14/4- 2- 131E 1- tagsBUlln ldlagCod2 Am"Qa 4.75"NUR O.G l Siandatd a Olhet Cop(Fig-tk 390 ors 3901be 45D ors ON IDS 310 On 220 ors SM ors 16M ors 270ID5 250 IDS 354 Un 7401Ds 2M IDS 370 IDS 320lbs 583 m5 374Its G"IDS O46 ors 341 IDS 4421DS 5W orsHOA-NO. 'j0-0406,0$ 4ArxtlasQ1.1EMm O.C.fSlmmrtl(orOxul)Cop(Fg.2) dB01Ds 7m Its WA NIA 320 ors 3701Ds IUA NIA tUA 3B01Ds NIA WA WA 740 ors N!A NIA NIA NIA WA 682 ors ea5lns 11201bs Expiration Date OS)2612026 4 Amhum®3-Min.O.C.1(2)215 Angle Clips I(Fig.3) 780IDS 78010s 680 ors 1557IDS 6201DS 44D IDS 17401DS 1896Ihs 540IDS 660 IDS WA 7501DS 460 IDs 7401DS MOMS 116D Im 7401bs 880 ors 1692IDS 682� BLS ors 1120 IDS4Ancllors®0.W MIn:O.C./UCIIp,into.100'Aluln.(fig.4k NIA WA N/A NIA N!A WA NIA NIA WA N!A N/A WA WA IUA NIA N/A NIA N!A WA WA NIA 12671DS By �1 Anchml FCllp(rig.Sk 1951DS 19510S 2251DS 4451DS 155 ors 110lbs 4351DS MIM 1351bs 1401DS I-Ios 370 MS 1151Ds 185105 1601ts 290 m5 18710s 3321m 4731bs 17010s 221IDs Mlaml-0ado Product Control 2AMhaSQ1.1EMm.O.CJFCllp(FIg.6k 240 ID4 35010s WA N/A 1®Ms 165 Ios N WA IUA 1901Ds NIA WA WA 370105 NIA NIA NIA NIA tUA 341 11s 4d210s 5®m5 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.250"- FIGURE 1: FIGURE 2: TABLE NOTES: . • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION , ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. . . ttlulullr 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .,....111�V/�/ FF , IGURE 3: _ 3.94" =,.•' �1GEPISF''•C�� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE _ ANGLECUP SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4'. •'•P BE USED T SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ 140.58705 }` IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 1 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �,�'•. �' 7-E�OF ,•'•(V�` • • 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .6�4" '••:�<ORID_?',•''G\��` • • • .045"THICK(18GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL - / ••-• �.` • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL �'S 71S� /I I r,NAL 1 11t� #10&#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. 1.25"X 3.94"X.624' A.LYNN I��ER,P.E. • MULLION FL P.E.#58705 TABLE 12A e 1 Mullion Capacity Table bane ANCHORCAPACITY Opening Width(for vartically-spaMrlg mullions)or Opening Height(for horizontally-spanring rnulionS) ADJUSTMENT FORMULA: �'� o SO in 60 in 701n 801n Win 100In 12D1. 1401n 160in (DP„r,)X(ANCHOR CAP.,•o,,,", a qa Rectanguor TrepRdmg. Raomngular Trop/ldang. Rachn9uler 7ralJrdm19. Rectangular TmpRdang. Rtttznguler Trapridan9. Recangtbr Tmprrdeng. Rectangular Traprila g. Reetanguf Trep M ng. Rectangular Tnti M.g, `MULLION CAP.,,o,,,",� 1 21(4X 25 Loading Wadn9 Loading Load.g Loading Loafing Loafing Loadng Loadog Loafing L4ddin9 Loadn9 Loading Wedng Loading Loadng Inadng L-Eng O Alum.Tube a g• p £ n �• r r £ £ £ 2^ a a a r ;• n a a F ,�'� £ £ Al £ £ r a £ £ =ANCHOR CAP., oY owc Mullion a� g as a a , i 41 a a� a a� - a g. •�& s a a 81 a a: a a� a a q a a 9 a a s g cry 9 c9 �9 5� 8 �_ a 8 t9� d a e S 3 a USE THIS FORMULA TOOSTAIN N �a fig �� <m � s � a � b.8 '� to y �� a I�9 �§� s y 5 p4ggTHE ffito ° 5, �� g g 3 REQUIRED" CORRESPONDING CAPACITY ��, �� z �o:, �� i� �a a� �� .21 $ g� � ,c �� s� ay s o $a°! REQUIRED"CORRESPONDING Z 421n 170.0 620 170.0 435 170.0 744 17D.0 478 170.0 89 170.0 WS 170.0 992 170.0 519 170.0 Ills 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 170:0 1983 170.0 521 TO UI ACTUAL PRESSURE O REQUIREMENT FOR THE J � 48 in 170.0 708 170.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 fin" 170.0 1417 170.0 680 170.0 1700 170.0 sea 170.0 1983 170.0 680 170.0 2287 170.0 680 OPENING,WHEN IT IS LOWER ? 2 90.625 in 170.0 747 170.0. 563 170.0 896 170.0 631 170.0 1045 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747• 170.0 1494 170.0 766 170.0 1703 170.0 756 170.0 2092 170.0 766 170.0 2391 170.0 756 THAN THE MULLION CAPACITY 54 in 170.0 797 170.0 812 170.0 9% 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1694 170.0 856 170.0 1913 170.0 061 170.0 2231 170.0 861 170.0 25M 170.0 861 (FROM THE TABLE) .I THE W C Z SELECTEDMULLION.ITWILL m o 60 in 170.0, 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 SM 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 106] 170.0 2479 170.0 1063 160.8 2680 170.0 1063 YIELD A MINIMUM ANCHOR 4'r1 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 t4BB 170.0 1015 170.0 1673 170.0 1076 170.0 1859 17D.0 1122 170.0 2231 170.0 1169 166.7 2553 170,0 1171 145.9 2553 170.0 1171 CAPACITY WHICH MAY BE F- co W USED TO QUALIFY ADDITIONAL- Z $ 661n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 IVB 170.0 1086 170.0 1753 170.0 1155 170.0 1548 '170.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 12a6 132.9 2437 170.0 1286 ANCHOR OPTIONS FROM THE 'Z (n z �' W 72 In 170.0 1063 170.0 979 t70.0 1275 170.0 1009 170.0 145E 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2164 170.0 1488 124.8 2184 170.0 1529 109.2 2184 170.0 1530 ANCHOR CAPACITY TABLE. U o pg 76 in 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.6,1960 170.0 1505 123.5 1960 161.6 15/8 106.1 1960 154.0 1535 92.9 1860 1527 1531 Q o o rc¢ 2 78m 170.0 1167 170.0 WT,, 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137A 1861 163.1 15M ilk!i 1861 147.3 1473 982 1661 139.6 1459 85.9 1861 137.6 1464 Q Co �- O 90 in 170.0 1328 170.0 1144 149.1 IUD 156.0 1218 127.8 1398 136.0 1198 111.E 1398 121.3 1178 09.4 1398 110.2 1162 69.5 1398 101.E 1147' 74.5 1398 89.8 1122 63.9 1398 82.7 1105 55.9 1398 78.9 1098 Z � Q N N 96 in 147.4 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 02. 1229 989 1044 81.9 1229 89.6 1029 73.7 1229 -4 1o16 61A 1229 722 993 52.7 1229 65.9 977 46.1 1229 62.1 967 1a•• aZ 108 in 103.6 971 105.0 877 $0.3 971 89.0 862 74.0 971, 77.2 B19 84.7 971 68.4 837 57.5 971 61.8 625 61.8 971 $6.5 815 43.1 971 49.0 766 37.0 971 44.0 762 32.4 971 40.8 771 (n Nw 80 O 1111n 95./ 919 97.3 6R 79.5 919 81.9 819 68.1 919 70.9 BOB 59. 119 62.9 794 63.0 '919 56.7 784 47.7 919 51.8 7711 39.7 919 44.8 756 34.1 ,919 40.2 742 29.8 919 31.1 732 W X, f201n 75.5 786 76.6 716 829 788 64.5 705 51.9 786 55.8 695 47.2 786 49.4 888 41.9 70 44.4 6" 37.7 788 4D.5 668 31.5 788 34.9 653 27.0 7B6 31.0 641 23.6 7.6 28.4 631 � v 1M in 13.7 546 44.2 604 38.1 Us 31.0 /98 31.2 546 319 491. Z7.3 646 2B2 485 24.3 546 ;.3 479 2f.8 516 72.9 474 162 546 19.5 461 15:8 516 17.2 455 13.7 5. 111i 448 X g4V Z O �O � TABLE 128 SuDSIM. 27k 00rcrele 3k COncrae 3.5KCam. Holm QAU Fllled CMU PTWood Metal o�rc� Anchor 3?16'Elco 1!4•Elrp 916'DeWatl v4•DeWeli 511E EIco 916'Elco 114'Eko 3I16'ONYaO Ld'DeWat 114•SS EIro 6116 EYO VT 55 EKo p10 Bled p1251ec102S,1,,eaed o w Capacity Arcler rypte Uumem Unreem Uaraem+ Ullmem. Ulirdcon Ullram Ulirdem UOram+ Utlrdem. AggreGalar UlDaedn nggnlG3ior 9erew(GI)screw(fa'S) (GS) PRODUCT REVISED Ube) EdgeOWance(in) 1° 2-112 1' 2-112, 7^ 2-I12^ 1 2-11Z' 3-t18° 1- 2-tt2' 1^ 2.1/2• I^ 2.1/T i• 2-8Y 21 3-vg• 2• DA8' ased^ nfiitas, hug with the Florida Embedm at ) l-W I-Yr 1314' 1314- 1314- 1314' 13/4^ 13l4" 2' 1-1/4• I-v4° 1.114' 1-vP 1-1/4' 1-1/4- Vur I.1/4• 1-1/4• 1-114• 2- I've, tale• s BuildingCod2Ancio(5@4.75'MIn.O•C./SlarldardorOOset Clip Tig.162Y 39D IDS 390IDS 450 IDS OW IDS 310IDS 6WID5 221ms 870IDs 16"IDS 27D ms 28010S 354 IDS 740IDS 2301DS 370Ib5 ffi011s 560105 3741DS 6641DS 946IDS 341 IM 4421DSDS NOA-tee. 20-0406.03 4Anchm t92.6W MDL O.C./standard(orOdsel)CID(Fig.3Y 740 IDS 740 Be 630 ms 14851DS 6211DS 12BOIbS 430 IDS 17301DS 1424 IDS MA 6601Ds N/A 695 IDS 425IDS 7401DS 5751te 11101Ds NIA B801DS WA 602 He 0651DSIDS Expiration Date 0512612026 6AnchOm@1.71°MIn O.C.f staldard(of O05el)COP(Fg.4) 8851Ds OM Ib 75B ms 19461DS 705105 1890IOs 6081DS ME IDS NIA WA McIs N/A lag IDS 5061DS 111D IDS 619Ibe' 14781DS NIA WA IUA 10221D5 13271D5Ire4Amhors®3"MIn.0.OI(2)2a6Angte Caps I(Fig.6y 7801DS 7B 680 IDS 15601D5 62D Ibs 12601Ls 440 IDS 17401D5 16961DS 4DIDs 5601% NIA OMS 4W IDS 7401DS 6401DS 1160IDS 748IDS 8BD IDS 1892 lbs 6821W' 8851DS1bsBY' SAM m@3'Mhl.D.C/(2)2c5AOCups/(Flg.6Y 11701rS 117OWS 10201W M40IOs 9301DS 18901DS 66D IDS 26101DS 2B441M 81 B401Ds WA 11401D5 69D IDS 11101DS O601D6 174010s 1122 IDS 13MIDS Z83B On 1D72lIn 1321IDSIDS MiamF-Dade Product Control 3AncheS@1.34•MIn.O.C./U4:llp•Into.125^Alum.(Fig.7) NIA WA NIA NIA NIA IUA WA WA N!A IVA NIA IUA WA N!A WA NIA IUA NIA NA IUA WA NIAI6A E-59DIN1.11n.D.C.111411P.Mlo.125"AiNn.(Rg.8)' NIA WA NIA N!A N/A WA NIA 1UA. NIA WA N/A NIA WA NIA IUA N/A NIA ILIA NIA IUA WA N/AIraD2.63'MIn O.C./FCAP(Rg.g) 3701DS 370IDS 0751D5 7431Dc 3101D5 6301DS2151DS8651D5 7121DS WA 28016s -IUA 348IM 2131Ds 3701D5 28BIts 555IDS N/A 4411D5 IUA 3111DS 4421D5Ds3Anehoa®I.7f"Min.O.CJ F•CIID 1DT 4431D5 5251ts 379 IDS 973 gs 3531D5 945IDS 304 Ns 12791DS NIA IBA 353 Bs NIA 5IDS Da91D5 739IDS NIA WA WA 811 Its 664 Ws1D5 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 SHEET24. FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4:' • • • • • • •, TABLE NOTES: 2000° „ 111 Il i - • • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR �.��C...p1Y ••Allkl�� • • • • • GENERAL INSTALLATION METHODS. � , ` S- FIGURE 5: •FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Q.: '•,� • • • • .250" - 4.00T _7r: No.58705 • • • • 3)E FIELD AND WING DIMENSIONAL 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. r%0 '• `7/!/•�0 �� O '• TE F FIGURE 7: FIGURES: FIGURES: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED CONCRETE BLOCK UNIT �i��s'•.!cC"""0RIDI`:•''G\?�� (CM SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. i • • a• :: • • • MUST BE USED ALUMINUM SHALL BE 6063 '�1 /� 1EN (FIGURES -TS AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 YX 4'X 25"MULLION NAL IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALLANCHORS INTO METALSHALLEXTENDAT LEAST 3SCREW A.LYSWMILLER,P.E. THREADS BEYOND THE MATERIAL.010&#12 ANCHORS INTO WOOD MAY BE STEEL,111-8 S.S.OR 410 S.S. FL P.E.#58706 TABLE 13A Mullion Capacity Table Ibs/Ra ANCHOR CAPACITY Opening Width(for llenica*sptan ing mullions)or Opening Haight(forhorimrtally-spanning mtCons) ADJUSTMENT FORMULA: b z So in 60 in 70In 60 in 901n 100 in 1201n 110 in ISO in ((ANCHOR CAP.-,_,,, �(� 4 Rectangular TmplTH.M. Reotangoiar TmpRdang. Ractongular TropRdan9. Rectangular TraplOfeng. [R-t'lngular TrapRdang. Rectangular TmplTdeng. Rectangular TrepRdang. Recangdaf -Tmp/Triang. Rectangdar TraplTdeng. (DP,)X\MULUONCAP.n,,.,.,,/ i ce sn 2XBX.26 Lo�laB Loading Lowing Leading Loading Loading Loading Loadingding Waring Loading Loading Leading Wadag Wadnp Wading Loading Loafing �, Alum.Tube r r p r r r r r r r r 22 r p z^ r r r r r g a r r x Z• z• a r ANCHORCAP.„, cz a MullionUSETHIS a THE"ANCHOR CAPACIII'BTAIN s LLl § Rt3 a rc E� 2 d`¢ 2- 1 .21 S� a�. �& Ea �a� �a� .1 1.2 1 2� 2� � �.� � REQUIRED"CORRESPONDING Z8� }42In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 506 170.0 992 170.0 Sig 1116 170.0 521 170.0 1240 170.0 521 170.0 1489 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 TO AN ACTUAL PRESSURE F- REQUIREMENTFORTHE 0 ..0=48 in 170.0 705 170.0 524 170.0 eso 170.0 SM 170.0 992 170.0 630 170.0 1133 1".0 631 170.0 1275 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 6t10 170.0 1983 170.0 600 170.0 2267 170.0 680 OPENING,WHEN IT IS LOWER � S 60.051. 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 694 170.0 1195 170.0 lYJ 170.0 1345 170.g 747 170.0 1494 170.0 756 170.0 1703 1'70.0 766 170.0 2092 170.0 756 170.0 2301 170.D 756 THAN THE MULLION CAPACITY U (FROM THE TABLE)OF THE -a Z 64In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 t70.0 658 170.0 1813 170.0 881 1".11 2231 170.0 801 170.0 2550 170.0 861 SELECTED MULLION.IT WILL UJ C) Q 60 In 170.0 885 170.0 701 170.0 1053 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 844 170.0 t594 17MO 996 170.0 1771 170.0 1033 1".0 2125 170.0 100 IM.0 2478 170.0 1003 170.0 28M 170.0 1063 YIELD A MINIMUM ANCHOR Cl) CAPACITY WHICH MAY BE F- W UJ 63In 170.0 930 170.0 745 170.0 1116 170.0 ON 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1673 170.0 1076 trite 1859 170.0 1122 i7l)o 223t 170.0 1169 170.0 2607 170.0 1171 170.0 2975 170.0 1171 USED TO QUALIFY ADDITIONAL TL' Z 661. 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1384 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 t155 170.0 1948 170.0 1210 17D.0 2338 170.0 1275 170.0 272-1 170.0 1286 170.0 3117 170.0 1266 ANCHOR OPTIONS FROM THE m 0 a ANCHOR CAPACITY TABLE. - z & `-W C 72in 170.0 1063 170.0 878 IMA 1275 170.0 IM9 170.0 M83 170.0 1128 170.0 1700 170.0 1228 170.0 1913 1T0.0 1715 170.0 2125 170.0 1357 iTD.O 2550 170A 1488 1T0.0 1975 170.0 152e 17D.0 3400 170.0 1530 U a0 • g W p Jo 76 in 170.0.1122 170.0 937 170.0 1346 170.0 IWO 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0. 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2892 170.0 IBM 170.0 3140 170.0 1694 170.0 3589 170.0 1705 J (L u ¢Q .E 75In 170.0 1151 170.0 967 170.0 1381 170.0 1110 170.0 1011 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 1700 170.0 3223 170A 1777 170.0 3683 170.0 1790 Q 901n 1T0.0 137A 170.0 1144 170.0 1594 170.0 t32B 170.0 1859 170.0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1783 170.0 2856 1T0.0 1e18 1T0.0 3188 170.0 2125 156.0 3417 170.0 2273 178.5 3417 170.0 2781 Q � ¢ N N Z 96 in 110.0 1417 170.0 1232 110.0 1700 170.0 1434 170.0 1983 170.0 16M 170.0 2267 170.0 1784 170.0 2550 170.0 1952 170.0 2873 1T0.0 2095 150.0 31BB 170.0 2138 137.1 3198 168.6 2410M12..O1199 156.1 2126 I- y CO f0 rn ul 108 In 170.0 1594 170.0 1409 170.0 1013 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2078 164.8 2781 170.0 2271 148.3 2781 161.9 2333 123.6 2781 140.4 2261 105.9 2781 125.9 22342761Ill in 170.0 1638 170.0 1454 170.0 1868 170.0 1700 170.0 2203 170.0 1932 170.0 2621 170.0 2149 151.8 2832 162.3 2245 136.6 2632 148.4 2216 113.8 2632 128.4 2166 97.6 2632 115.1 21282872 f08.3 2086 UJ m 1y Y1201n 170.0 1771 170.0 7588 17D.0 2125 170.0 1858 7544 2252 159.9 /gill 135.1 2252 141.4 1964 120.1 2252 127.2 1938 1U8.1 2252 118.1 1g15 90.1 2252 99.6 1872 772 2252 118.11 18M2252 81.4 18081441n 125.1 1564 128.6 1445 104.3 1564 106.1 1425 89.4 1564 013 14. 78.2 158d. 80.7 1390 fiB.5 1569 723 1373 62.6 1589 65.7 t355 521 1564 56.0 1330 N.7 7564 49.2 13051584 44.4 1253 r UQ N ¢ 0 EL Z TABLE 138 2:� �'o mo 8uastrata: 2 7k Concrete 3k Concrete 3.51, ow Cone. Hall emu Filed CMU Fr Wood Mew Anchor 3'fE Elca 114'Ell. 3176'DeWall i/4'DeWalt 5I16'd.0Amhw 3116'Elco U4'Eke 3I78'DeWall 174'DaWa1t 114.33 Eke Sry6•Eleo 1la'BS Elco tt10 Steel p12 Steel tt12 Steel d Capacity Typ°' wttacan Ultra- Uaacaa+ Lquacon. tetra.. Ullman Ulmcon Ulhawn. Utmcom Ae9rsGalor Wmcon ApgreGWar Screw(G5)Screw(ca) .grew(G5) PRODUCT REVISED (lbs) Edge Okmma(Inl' IN 24W 1" I 2.lrr 1" 2-112 1 1• 2.112- 34C 1' 24W 1' 1 2-1/2' 1" 2412' 1• 2.1/2' 2' 3.1/W 2" 0.48' 0.W 0.324' as coca Ring with the Florida EmbedmeN(in): 1314' t-374" 1.3/4' 1-3/4• 1-3/4' 1.3w t9/4" 1a/4' Y 1-1/4' 1-1/4' 1.114' f-lW 1.114- 1.1/4' 1.1/4' 1.1I4' 1.1N' 1-114' Y I-aw 1-3/8- Vida. Building Cod• 2 Anchors Q 4.75'Ma O.C./SlaMard or 06se1lap(Ft).1821. 3901bs 3901ts 4501be 890 @e 3101b. 6301bs 22D ms 070 lbs 1644 es 270les 2B01e. 354 ea 740IM 230Ia. 370 lee 32010. 580 me 374 Im 6641be 9481bs 3411aa 442lea 56D lb. NOA-No. 20-0406.03 4 Antlers Q 4.63'Min.O.C.I Slandard(or Oe.et)Clip(Fy 3j 780lbs 730Ias 900lbs 1780103 620Ibs 1260 tas 440 0s 17401bs 3232lbs 540lbs 5601b. 708lb. 1480Ibe 460I5. 740 ms 640Ibs 11901hs 7481be 127216s 18921bs 8921bs 885lm 11201be F.xpiratlon.Date 05/26/2026 6 Anct m Q 1.71'Min.O.C./Standard(or C6.e1)Op(Fig.4r 118D IM 1400 lbs 1010 Me 25951bs 94016s 25M fl s 810IN 34101be WA WA 9401bs WA 1%5 n* 675Ibs 14801es 825 01s 1970 Ibs WA WA WA 1363 P. 1T70las 22401as 4 A-ham Q 3'Min,O.C./(2)245 Angle Mae I(Fig.5) 7601bs 780lbs 680 as 1660 lbs 620IM 1260 Ibs 4401bs 17401bs 18961bs 540lbs 560 U WA 7601ba 4601bs 740lea 540 gre list)Ibs 748IM we ms 189211,5 682lb, BW[be 1 11201es By 4 8 Aram.Q 3'MIA O.C.I(2)2.5 Angle Op./(Fig.67 1560la. IWOIb. 1360Ib. 312016s 1240 Un 25201bs States 3480lbs 3792lbs 10801hs IIM as WA 1520 be 9201et 1480 VA 1280lbs 2320 les 1496lbs 176016. 3784 Ib. 1363 nes 1T70 Na 2240lbs Miami-Dade Product Control 12 Anchom Q 1.6'Min O.C./(2)2.5 Angle Ops/(Fig.77 11601be 2100IDs 1440 me 3780 lea 1260 ms 37801bs 120D lbs 51001as WA WA 13201bs WA 1500 tbs 960IbS 22201bs 11401bs 2080 lbe WA WA WA 2D45(W 265416s 3360 lbs 4 Ambers Q 1.34'Min.O.C./U-CSp,into AW Alum(Fig.B) WA WA WA WA WA WA WA WA WA WA WA WA WA WA NIA WA WA WA WA WA WA WA 1430lb. 8 Anthem Q 0.W MIA O.C./U-Mp,Into.125'AJm(Fig.9A WA WA WA WA WA WA WA WA WA WA WA WA WA NIA WA WA WA WA WA WA WA WA 2861 lb, 2 Anchaar Q 4.W Mln.O.C.I F-Olp(Fig.101: 3901b. 390It 4501bs Sea Ibe 3101b3 630 lbs 2201bs 8701bS 1616lbe 2/01bs 280 Ibs 3541es T4016s 2301bs 370lb. 320Ibs 5B0Ibs -3741as G761bs 9461e. 39110s 4421W 560 lb. 4 Amhara Q 1.77'Wn.O•CJ F•Op(Fig.11).1 5901aa I 700lbs I W51bs 1 1298 lbs 1 4701ea 1 1260 lbs 1 4051bs I 1705lbs I WA 1 4701N I WA 16331D5 33810s 740 W. 4/31D9 9851Ds WA WA WA 6821bs M1M 1120Its NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: .250' - FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE ID: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 2.000" • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. N\NONY LY/V 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �� tCENSF'•/�l • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 6.000" No.58705 - 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON 'h FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. HPAIRS. ANGLE0 CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLEDE OF(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED :�'. '• r, �/Eon • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T5 AND BEA MINIMUM OF.125" i�`S ••LORIONMUSTBE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO �'�S�ONAL E: • r USED IN 7I' BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYrM MIW1EWP.E. THREADS BEYOND THE MATERIAL 010 8.912 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. 2•X 6'X.25'MULLION FL P.E.#68705 TABLE 14A Mullion Capacity Table Ibsift° ANCHOR CAPACITY Opening Width(for vertically-spanning mullions)or Opening Height(for hodzontallyspartdng mullions) ADJUSTMENT FORMULA: sY r SO in 601n 701n 801n 90 in 1001n 1201n 140 in 160 in x /ANCHOR CAP.,.,"",,,,,\ Rectangular Trop/Tdang. Rectangular TropRdang. Rectangular TraPlTrisng. Rectangular TropRrlang- Re<tanBWar hap�TtlanB. Rectari9War TropTdang. Rectangular TrepRdarg. Rectangular TropfTdang. Rectangular TropRdartg. (DPx)X 1.26"x 2.11" Loading Loatling Loatling Lo�in9 Loads Loadl Loamrq Loadin Loading Loading Loadin Loads Loading Loads Loadin Loading Loadin Loading MULLION CAP.,,m„„, L7 rug n9 n n9 g Loading n9 8 g g g o= x.126"Alum € a a zS v_g$ a r a _ a a s_ r a =ANCHOR CAP.,,, Tube MuMull ' g, (i $ m $ t8. A �k $ $ H. '$S N ZY cR< tS r3 c7 f3` d_ f3 r� 0 0 l9 G fY o d o ar3 cR r� t7` u USE THIS FORMULA TO OBTAIN o 0 3$ $ 3E $$ 3E 8 8g as t" s t s� .� o� sZ a g� W toy CL Is.g o t E p g igg•3 S L c' E y5r a 8 a {, THE"ANCHOR CAPACITY U) v g � f� d`n Eg d` �� d`oE �o d� dar E$• 8` f d`r@ d`& o d`d �� d3 3� d`e d` d`8 d` dC Dal f d day REQUIRED'CORRESPONDING Z 421n 1442 526 t67.0 428 120.2 526 148.9 4t9 703.0 52fi 138.9 414 90.t 528 134.E 471 80.1 528 134.1 411 721 526 134.1 411 60.1 526 134.1 411 51.5 528 134.1 411 45.1 526 134.1 411 TO AN ACTUAL PRESSURE 48 In -96.6 403 108.0 333 80.5 403 94.7 325 69.0 403 86.4 320 60.4 403 61.4 317 53.7 403 79.1 315 48.3 403 78.6 314 40.3 403 78.6 314 34.5 403 786 314 30.2 403 78.6 314 REQUIREMENT FOR THE J O OPENING,WHEN IT IS LOWER W CD ❑ Z 50.625 in 823 322 91.0 301 68.6 382 79.3 294 588 362 71.9 289 51.5 382 67.2 266 45.7 362 64.6 284 41.2 362 03.6 283 34.3 362 63.5 283 29.4 362 63.5 283 25.7 362 63.5 283 THAN THE MULLION CAPACITY 541n 67.8 378 74.1 287 565 31B 64.2 267 48,5 31B 57.7 256 424 310 53.5 253 37.7 31B W. 25D 339 318 49.5 249 28.3 318' 49.1 248 24.2 %411 248 21.2 318 49.1 248 (FROM THE TABLE)OF THEQ SELECTED MULLION.IT WILL co+7 601n 49.5 253 53.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 258 34.9 204. 24.7 258 314 203 20.6 258 32.2 201 17.7 201 16.5 258 322 201 YIELD A MINIMUM ANCHOR I- L) tOW fi31n 427 234 45.6 200 356 234 39.1 195 30.5 234 347 192 28.7 234 37.0 1d9 23.7 234 29.4 1B6 21.4 234 28.0 184 11.8 234 26.6 183 15.3 183 13.4 234 25.5 183 CAPACITY WHICH MAY BE W Z 661n 37.2 213 39.4 t03 31.D 213 33.7 t79 265 213 29.6 176 23.2 213 27.0 173 20.6 213 25.1 17D 18.6 213 23.7 169 15.6 2t3 22.2 107 EL 13.3 213 220 t6B 11.6 213 ZLO 166 USED TO QUALIFY ADDITIONAL Z id W ANCHOR OPTIONS FROM THE _ Soo 72 in 28.6 179 30.1 755 23,9 179 25.6 152 20.4 179 22.5 149 t7.9 179 20.3 147 15.9 178 te.7 745 ANCHOR CAPACITY TABLE. 761n 24.3 161 25.4 140 20.3 tfit 21.8 737 17.4 16t 19.0 135 75.2 767 17.0 133 J u_¢Q 76H 225 152 23.5 733 18.8 152 79.9 731 sat 752 17.5 128 Q � o F C14 N Z ^ ¢ N N FQ X4Z o co TABLE 14B R Ao qo SUWlrate: 27k ConcRle A Concrete 3.Sk Cane. Hollow CMU F91ed CMU PT Waw Meml Anchor 3/10"Elco 1/4"Elco 3116"DeWall 1/4'Dewalt 5f16 Elco 3/16'Eico 1/4°Elco 3116'DeWalt 1/4'DeWalt 114'SS Elce 5l16'Elco 114'SS Elco g10 Steel g12 Steel 012 Steel W N N Anchor Type: U8rocdn Ultracon UlUdcdn• UOracM• Ullracon Ulbawn Unracon Uitmcon• Ultracon• AgBreGalor Uilracan AI;1, for Screw(G5)Screw(GO) Screw(G$) X Y Y Capacity (Ibs) Edge Distance(in): 1' 2.1(2' 1° 2.1l2' 7' 2-112' 1' 2-172' 3-1/� 1' 2-712' 1' 2•t/2' 1' 2.1f2' 1' 2-1f2" Y 3.1fB' .2' 0.46' 0.54' 0.324 U N Q EmDedmenl(in): 1J/4' i-Y4' 1314° 1-9/4' 1-314' 1-3/4' 1-3/4' 1.3(4- 2" 1-1/4' 1-7/4' 1-7/4' 1-U4' 1-1/4' 1.1/4" 1-1l4' 1.116 1.1/4 1-1f4' 2' 7-3/8' iJlB' Lades O 0 d Anchors(y 3'Min.O.C.!(2)2r5Angle Clips/(FIB.77: NU lbs 7801Ds Wits 15601bs 6201ba 1260lbs 440IDs 11401Ds 1896 ms 5401bs 5601bs WA 76010s 4B01bs 740105 6401Ds 17601bs 74816s 8601bs 1892lb5 Bez ma 8851bs 1120I0.s R� ZmO Cn PRODUCT REVISED as eomplying with the Florida Building Cod. NOA-No. 20-0406.03 Expiration Date 05/26/2026 By y/r••�� TABLE NOTES: Miami-Dade Product Control 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. I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE FIGURE 1: 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. 2.116" F__e e I F FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .125„ tutliulr/ ANGLE CLIP MUST BE USED IN PAIRS. 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �` ....L.i... CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '� �`_�•� .%GEusF�t�/��'•� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26"X 2.11"X.126'MULLION Q\ �� No.59705 LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. y�o .G 7 z F •��`�- �s''•FLORIDA..•;��; A.LYNkkLL9R,P.E. FL P.E.#58705 TABLE 15A a Mullion Capacity Tablo(lb97Rt) ANCHOR CAPACITY Opening Width(for veriralyspannig mUliorls)or Opening Height(for horimNa*sparveng m111iom) ADJUSTMENT FORMULA: d O 50 in 6D In 701n 801n 901n I 1001n 120 in 1401 n 1601n ANCHOR CAP.,_,., (D_)X "octangular Traprtdeng. Rectanedar TrapRdang. RectangWar TrapRdarg. Rectanguar Tr4plTdang. Rectangulu TrepRdenB. Rectargular TraprTdong. Rectangular Trap/Tdang. Reclanguter TropRdang. Rectangular TrapfTdeng. MULLION CAP.,m,,," 3.25"30 Loading Loadng Loading Loading Loafing loading Loading Loading loading Loadng Loading Loading Loading loading Loafing Loading Loading Loading o2 wre DEC,AL -- r r r p a r >, �• a r r p r r x r r z• r r p r a r r r a r r r =ANCHOR CAP.,," BAY MULL m A w m^ m A Y^ o o " o A A^ o $a n c " o " " as a g o o� as a x a o a >s as a a ax 2. o o� a sg N 4S u� u S i uE eS u� u 4S$ $^ u"$ u u$ u e m 7 43� c3 u$ 3 u$ 3 u$ 30 43 3� c9 u8 3 u"E u u$ S uo USE THISFORMUTATOOBTAIN - O W aL r•5 S'i '� 6F S$ €_� g 5p t.= 8� €� `d fr� 82E g• Sh €� fi� S� 8 S£ B. S 8.' 8n THE"ANCHOR CAPACITY to "�� D}' �€. da' s '. d �. d ��. d ga' E2. a'' s@ �o f@ REQUIRED'CORRESPONDING TO AN ACTUAL PRESSURE O �' 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 149.1 n10 t70.0 5zt REQUIREMENT FOR THE -.1 O 48 in 170.0 708 170.0 524 170.0 SW 170,0 584 1T0.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 7417 170.0 680 152.2 1522 170.0 680 130.5 1522 170.0 660 1142 1522 170.0 680 OPENING,WHEN IT IS LOWER � b U 50.625In 170.0 747 170.0 563 170.0 890 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 15/.2 1443 170.0 766 136.9 144J 170.0 756 117.3 1443 170.0 766 102.6 1443 170.0 756 THAN THE MULLION CAPACITY (FROM THE TABLE)OF THE W O Q 541. 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 110.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 SW 120.3 1353 170,0 861 103.1 1353 170.0 861 90.2 1353 170.0 861 SELECTED MULLION.IT WILL 40+7 ?) 601n 170.0 885 170.0 701 170.0 1063 170.0 797 167.0 1218 170.0 678 146.1 1218 170.0 944 129.9 1218 159.E 936 116.9 1218 152.1 924 97.4 1218 146.1 913 83.5 1218 146.1 913 73.1 QiB 146.1 913 YIELD A MINIMUM ANCHOR I- W CAPACITY WHICH MAY BE g W Z 631n 170.0 930 170.0 745 170.0 1116 170.0 850 150.2 1150 168.8 933 MIA 1150 163.0 914 116.8 1150 IMA 89B 105.1 1150 134.2 885 87.8 1150rW 871 75.1 1150 126.2 870 65.7 1160 126.2 870 USED TO QUALIFY ADDITIONAL � Q-d m 0 661. 170.0 974 170.0 769 152.E 1048 165.8 881 130.6 1048 146.6 864 114.3 1046 133.1 850 101.6 1048 123.4 839 91.4 1048 116.6 830 76.2 1048 821 65.3 1048 1082 818 57.1 1048 1082 818 ANCHOR OPTIONS FROM THE g �+ "W c 721. 140.8 880 147.9 764 117.4 880 126.0 748 100.6 880 110.8 T34 83.0 8110 100.0 722 78.2 0B0 92.0 712 70.4 880 862 703 58.7 060 693 50.3 BB0 76.5 688 44.0 880 76.4 688 ANCHOR CAPACITY TABLE. Jet o .p 3 > >A S a¢ 76 h 119.7 790 125.1 690 99.8 790 106.4 676 65.5 790 93.3 663 74.8 790 83.9 652 66.5 790 76.9 643 50.9 780 71.7 635 49.9 79D 624 42.8 79D 62.1 619 37.4 790 61.5 617 ¢ g O 78 in 110.8 750 115.5 657 82.3 750 98.1 614 79.1 750 85.9 632 69.2 750 77.1 621 61.5 750 70.8 612 55.1 750 65.7 605 48.2 750 584 39.6 75g 562 Sae 34.6 750 55.5 588 } r N Z Q Q N (U 90 in 72.1 563 74A 500 60.1 563 62.9 491 51.5 Ism 64.a 483 45.1 553 4a.9 475 40.1 563 44.4 468 36.1 W3 40.9 462 30.0 563 452 25.8 683 33.3 446 22.5 563 31.8 442 ¢ Do Z � �W A u0 m0961n 52.4 495 61.1 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 400 212 495 26.6 394 16.6 495 25.0 390 t'n LU w o' 103 in 41.7 391 42.1 313 34.1 311 35.9 341 11A 311 31A 341 26,1 311 27.6 311 23.2 311 24.9 331 20.9 391 22.8 328 17.4 391 19.7 321 14.8 3111 17.8 315 Y Y 1111. 38A 370 392 335 320 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 316 19.2 370 20.9 312 18.0 370 18.1 305 0 j 120)n 30.4 317 3D.9 289 25.3 317 26.0 284 2t.7 317 22.5 280 19.0 317 19.9 276 16.9 317 17.9 273 Q M Q >0 O 144 in 17.6 220 17.8 203 O-,Fg Z A 11 TABLE 1 B 6M N Subslrele: 2.71,Concrele 3kCanorefe 35kCono. HOIIowCMU FBIedU7U PT Wood Halal PRODUCT REVISED Anchor 3116'Elco 1/4'Elea 3/16'DeWall tl4'DeWa6 5116'El.. 3'16'Oco t!4'Elc4 311fi°DCWalt t/4"DeWall 1/4°SS Elco 5116'Elco IW SS Eko d10 Steel 812 Steel 0126lael as comPlyl,. with tho Florida Ar><MrType: Uuracon 1,1111 an Uttracon. un...n. Ull-ti. Ult.- IgI.- UOraconr Ntracon. AggreGator Uliraeon AggreGator Screw(CIS)Sc.w(G5) Scmw(G5) Building Code Capacity HOA-No. 20-0406.03 (Ibs) Edge Dislance on): 7° 2.IT 1' 2-Irr 1' 2-712• 1' 2.17 3.119, 1' 211/T 1' 2-11T T 2-1Pr 1' 2-1r1 2' 3-1/8' 2' 0.48' 0,5a' 0.324' Embedrnent(I.): I.YV 1-3r4' l.Y4' 1.3r4' I-W t-/4" 1-3/4° 1J/4' Z. 1.1/4- 1-114" 1-1/4' 1-1/4' 1-114' 1-174' 1-1/4' 1-1w 1-1/4' 1-774' T 1-318' 1-3/ir vanes Expiration Date05126/2026 2Anclol.Q 5'Min.O.G 1(2)a5 Angle Clip.I(Fig.7T 3B0Ibs 3901bs 460 16s 8901ts 310 lbs 8301bs 2201bs 8701b5 77001bs 270lbs 260lbs 3541hv 74011a 2391bs "'0"' 3201bs 5B0Ibs 3741- 720 Ito 9a61bs 341 ibs 4421bs "01bs 4 Anch-8 3.5'Mi.O.C./(2)W Angla Clips I(Fig.2): Te01Ds 7801bs 790 IDs t6701bs 820 Ibs i2601b6 4401hs 1740 Ibs 2S251W 540Ibs .0lb. WA 11201bs 4601bs 74016s 6401hs 716016s 74B Ibs 880I1tt 78921Ds 6821bs 805Ibs 7120109 By 6A.M.8g 271'MIn.O.C.l R)245 ArIgla Cops/(Fig.3$ 1120 ibs 17201bs 9581bs 22481W MD Iba 1890155 6901bs 259811tt 2254Iba WA 840 ibs WA 10591bs 6461bs 1110 Oa 879lbs 1678 lbs WA 1320lbs WA f0221bs 13271bs 76BO Its MIamI-0ade 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 2-4 FOR GENERAL INSTALLATION METHODS. FIGUREM 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1 t t 1111/ .�` Y LYAI 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 125" �. �i e HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 30° '��ON%1EN q !� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ``�� •.tn�% 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" _ No.58705 y` FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - e e A YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF•126' --0 " THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30°BAY %�O ••. TAT". F O '•�: LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION T • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. '•.FC ORIDI'••' \_: " S ......• ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. '/�1j TONAL A.LYNfSMhILLft�P.E. FL P.E.#58705 TABLE 16A Mullion Capacity Tablo Ibs7Rt - ANCHOR CAPACITY ^ 8 Opening Width(for verticeiy-spenn)ng mJiions)orOponing Haight(for horimynial -sparring rntfions) ADJUSTMENT FORMULA: L' 3 So in so 1. 701. 801n 601. 1OD In 120 in 140In login /ANCHOR CAP.,,".,,.. Rectangular TigfTdang. Rectangular TmplTdwg. ReutanPalar Trapl LoaTdang. RedangWar Trapridang. Racrenguiar TmpRdMg. RectangWer Trap?darg. Rectangular TrodTdanO• R.dangdar Tmp/fdang. RectenguWr TraplTdang. (OP-)X\MULLION V Loafing Loafing Loadng Loafing Loadng ding Loadblg Loading Loa dng Loadng Loafing Loading Lording Loafing Loadne Loafing Loafing Loafing 326"46 Loa SY w DEG.AL 2> ?• r �• r z• z a p r a a r r p a r a =ANCHORCAP... LO � BAY MU LLUSE THIS FORMULATO aF a.. i.-. a a 0.. a fir, -. a a-" ci �� & � cT e � cRS 15 @ b� c'Y� L @ u cR o u '6� S c� b� �� k� €Ig� is �� 3 a c�8 S� 6 S� Xe� 3 2� e €� `=@ `yc' a @ THE'ANCHOR CAPACITY OBTAIN � �� d`•ag �� d`¢ �� ¢ �o d`rc E d`a ��. �� a E:�. d�'¢ ��C � �. �� _. �rc �� ¢" �o d`$ f d�rc g� d& fg �rc f� �� '�. �� REQUIRED"CORRESPONDING O TO AN ACTUAL PRESSURE 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 8M 170.0 508 170.0 992 170.0 Mg 170.0 11t6 170.0 521 170.6 1240 170.0 521 170.0 148E 170.0 521 170.0 1735 IM0O 521 16g.3 1871 170.0 621 1 REQUIREMENTFORTHE -1 O 48 in 17o.o 7os 170.0 524 170.0 e50 170.0 584 -170.0 992 170.0 630 170.0 1133 170.0 661 170b 1275 170.0 677 170.0 1417 170.0 660 163.7 1637 I70.0 680 140.3 1637 170.0 680 1228 1637 170.0 880 OPENING,WHEN IT IS LOWER _ THAN THE MULLION CAPACITY U 50.6251. 170.0 7Q 170.0 563 170.0 896- 170.0 631 170.0 ID46 170.0 684 170.0 1195 17MO 723 170.0 1345 170.0 747 110.0 1494 170.0 756 147.1 1552 170.0 756 126.1 1552 1T0.0 758 110.4 1552 170.0 158 �S Z (FROM THE TABLE)OF THE W o Q 541. 170.0 797 170.0 612 170.0 956 170.0 69I 170.0 1116 170.0 754 170.0 1275 170.0 SM 170.0 1434 170.o 837 1552 1455 170.0 856 129.3 1455 170.0 661 110.8 1455 170.0 861 97.0_ 1455 170.0 861 SELECTED MULLION.IT WILL � cry) 60 in 170.0 655 170.0 701 170.0 1063 170.0 797 170M 1240 170.0 870 167.1 1309 170.0 9" 139.7 1309 170.0 996 125.7 1309 1S35 094 104.0 1309 157.1 982 69.8 1309 157.1 982 78.6 1309 157.1 982 YIELD A MINIMUM ANCHOR h t0 W 83 in 170.0 930 170.0 745 170.0 1116 170.0 850 1020 1247 170.0 040 142.5 1247 164.5 083 t26.7 1241 1526 965 114.0 1247 144.3 952 95.0 1247 136.2 936 81.4 1247 135.7 035 71.3 1247 135.7 ... CAPACITY WHICH MAYBE � (L ,Z USED TO QUALIFY ADDITIONAL > O. m ❑ 68 in 170.0 974 170.0 789 170.0 1169 170.0 903 148A 1180 163.7 965 129.9 1190 147.9 045 115A 1190 136.5 926 103.9 1190 128.4 014 68.8 1100 119.5 896 74.2 1190 115.1 893 64.9 1100 118.1 893 ANCHOR OPTIONS FROM THE Z In� g F W ANCHOR CAPACITY TABLE J .�❑ u72In 161.6 1010 169.8 877 134.7 1010 144.6 859 115A 1010 1272 842 101.0 1010 114.7 828 89.8 1010 105.6 817 80.6 1010 98.9 807 67.3 1010 90.8 795 57.7 1010 87.8 790 5D.5 1010 87.7 789 J ❑ J 761. 137.4 906 143.6 792 114.5 9W 122.0 775 98A 905 107.1 701 65.8 906 08.2 749 76.3 906 88.2 738 63.7 906 82.3 729 67.3 906 74.7 716 49.1 B06 71.2 710 429 ON 70.6 708 -1 ❑ o rcQ N 2 78 in 127.1 Bill 132.5 754 105.9 861 1125 738 90.8 601 98.0 725 79.4 8Bi 68.5 713 70.6 861 81.0 703 03.6 661 75.4 694 53.0 801 68.1 Bill 45.4 1*4Z 39.7 Blif 87.7 672 I-' ¢ Q 90 in 82.7 '848 85.4 574 68.9 648 721 584 SB.1 648 62.9 55! 51.7 648 S6.1 545 46.0 046 50.9 537 41.4 646 47.0 53o 34.6 B48 41.5 •519 25.5 5.9 US 38.5 507 m Z N CV I W. co ro es In 682 568 70.1 508 56.8 568 69.1 499 48.1 566 51.4 491 .42.6 568 45.8 483 37.9 668 41.4 476 34.1 686 38.1 !71 28.4 668 33.! 459 24.3 21.3 668 25.7 447 Ln �1081n 47.9 449 48.0 405 39.9 449 41.2 399 34.2 449 35.7 393 29.9 449 31.7 387 26.6 449 23.6 362 230 449 26.1 7T7 20.044922.7 368 17.1 15.0 M9 18.8 3581111n 44.1 425 45.0 385 38.8 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 367 24.6 425 26.2 362 22.1 425 24.0 358 18.4 425 20.7 350 15.8 Cl m F- 120In 34.9 364 35.5 331 29.1 364 29.8 328 24.9 364 25.8 321 21.6 361 228 717 10.4 384 20.5 ]17 17.5 364 18.7 309 0 Q O O In 144 in 202 253 20.4 233 16.8 253 17.1 230 D- Z m O o o� TABLE 16B Subsirale: 2.71,concrete 3k Corcreto 35k Care. F1WIaW CMU Poled CMU PT Wood Metal Anchor 3718'l7co 1/4'Elco 3116'Dowall 1/4'OeWak 611s•Elco 3116•MOD 114'Elco 3118.Derma 114*DoWall 114'SSEico 6116'Elco 114-SS Oco 010Stec1 61261ee1 412 Steel PRODUCT REVISED Anchor Type' lgt2con' -con Uluacam Ultaconr Ullmcon lgtmwn Uluaoon lAtaconr lAtmcon� AggrsGator l8tacon AggmGalar 6cm (G5)Scmw(G5) Sc (G5) a8 comply wllh the Florida Capacity Building Codi (lbs) Edge Uslince M7 P 2.117 1' 2-82' 1• 2-1I2' 1' 2-12' 3.116' 1• 2.11T 1' 2-1!! 1• 2-tlY 1• 2.1IT 7 3.170- T 0Ar D.61' 0.324' NOA-No. 20-0406.03 Embedment 9n. 1.3r4- 1.314' f314' L314' 1�/4" I-W 1.3/4' 1.3/4' 7 1.114• 1-114' 1.114' 1-114' 1.114' 1.114' 1.W 1-1/4' 1-1/4' 1.114' 2' 1aw 1-31w sedcn 2Anchors95"Min.O.C.1(2)215Arse Clips/(Fig.1), 39g its 390lb,, 4501bs BBOIts 310 lbs 630lbs 220lbs` 870lbs 1700lbs 2711Iw 28D Ibs 354 Ns 7401Gs 230IDs 3T0IDs 320 bs 580 lbs 374 lbs 720lbs 946 lbs 341 Iba 442IW 5so u,a Expiration Date 0512612026 4 AnchW303.6-Min.O.C.1(2)2t5 Argle Clips I(Fig.2t 7801bs 7801ba 790 Ibs I 167o 1bs 6201bs 12601bs 4401bs 1740lbs 2525 lbs 5401bs 5001bs I NIA I 112D lb. 460 Its 7401bs 6401M 1160lbs 748Iba 680 lbs 1892 lbs 6821W 885 lba 1120 lbs B 6Armhara tM 271'Min.O.C.1(2)2t5Argle CIIps7(Fig.3R 1120 an 1120Iba BSB lba 2240Ibn 930 Iba 1690lbs 648lbs 269E lbs 2254 lbs WA 840lbs WA 10591bs 616 ors 11f01ba 07B Iba 167E Its WA 13201bs WA 70221bs 132710s 16Ho Ito y Miami-Dad.Product Control FIGURE 1: TABLE NOTES: ' 1)SEE SHEET 1 FOR INSTRUCTIONS AL USING METHODS. LES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-1 FOR GENERAL INSTALLATION METHODS. FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1 t I 1 1 I^i1/ ,?Iy 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \��, r)NY Lnl d B P d HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125" 45". -N�.•'•t tCcNyE.'•.C( FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. Qom:' •';�� 4)SUBSTRATES:.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.25V =it;' No.50705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED _ � _7Y a d B YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" Ir= ' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT - •'• - <C! 45'8AY :Q �, T(�T,WE LEAST A25"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND d a THE MATERIAL#10 8 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION �S'•.FL ORtO�`.•'\�N1 ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ArLY/NFI MI LWP`E. FL P.E.#58705 H1.000"-I I-1.250"--i a � --I 1.000" r-- --I 1.000- �n V � d o h-1.266"� 3 -� 1.000., 1.000'. ('- .125" I y r r-.125" oZ 2.750" 2.750" .125 125" 3.125" 3.188" .125" D2375" 26' .126' N 2.000" 2.009' .265" 2.116" N� O .125" L 650" .126' Z 375" 1 '�0" O =r r r r J 1'X2"X.125'MULLION VX2"X.375"MUWON 1'X 2.75"X.375"MULLION VX2.75'X.650"MUWON i"X3.125X.5'MULUON 1.25"X3.188"X.265"MUWON 1.26X 2.11"X.125"MUWON 6063-T6 ALUM. 6D63-T6ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063•T6ALUM. 6063-T6 ALUM. Q o = X-SECTION XSECTION X-SECTION X-SECTION XSECTION X-SECTION XSECTION Ld l0 O U7 OW •�{�.125" '}�--•.125° --1 1-.125„ I 1 Ir TABLE A z LLI m = STANDARD CLIP I I I 2X5 ANGLE CLIP Z Dimension Value(in) ForMulllon: E fi083-T6 ALUM. 6063-T6 ALUM. �� 90 2.000" X-SECTION I 2.125 2.000'• X•SECTION A 1.625 J 0- U CLIP I I 6D63.T6 ALUM. I .125" B 2.654 1°X2"X.125' U cV .125" X-SECTION L Aluminum Z Q rn cD C 0.895 Tube Mullion Q Z Z } D 0.740 Q� domo .125"�I I Z m o -f.740"F- B 2.404 1°X2"X.375' U3 Y oY 5.500" Aluminum � -CREATE .375" 5.000" -{ C 0.635 Tube Mullion U = Q .375" 3.125" "{ CREATE F-CLIP,SEE MIN. .375"MIN. i--- D 0.490 Q O O MIN. DETAIL F.SHEET4 d ZmtO (0 .338"MIN. A 1.875 .. 0 s0 r------- r-------� --------------------- B 3.000 1"X275"°X I I I I I A A I -CUP A %------- ,375 Aluminum L_ _____J L-------J 6063-T6ALUM. `- -'--'--------------' 2X5ANGLECUP C 0.757 TOPVIEW 6063-T6ALUM. Tube Mullion PRODUCT REVISED TOPVIEW D 1.118 as complying with the Florida f6 STANDARD CLIP CENTER OF ANCHOR HOLE MUST UE WITHIN THE A 1.312 aullding Codo 1"X2.75"X NDA-No. 20-0406.03 8083-T8 ALUM. DASHED BOUNDARY.SEE SHEETS S78 FOR THE B 3.000 .650° ZCETN..R.F ANCHOR HOLE MUST UE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE MAXIMUM ANCHOR Expiration Date 0512612026 IN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1/16. C 0.476 Aluminum SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED D 0.836 Tube Mullion By DISTANCE,MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16. SHEETS 5-17 FOR THE A 2.000 Miami-Dade Product Control ANCHOR O.C. TABLE B 1"X3.125'X DISTANCE MAXIMUM PGT Part# B 2.637 ram.Alum 5.50D" 375" ANCHOR HOLE Mull Dimension(sheet#) C 0.863 Tube Mull DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U•Clip Angle Cllp .375"� MIN. DIAMETER+1/16". - D 1.137 MIN.-�1 1"X2"X.125"(5) 66605 666113M 6661118M 666243M 666511M A 2.626 r---- -------I---------- __ 1"X 2"X.379'(6) 666006 666114M 6661119M 666244M 666512M B 3.262 125"X 3.188" 1"X2.75"X.376" 7) 66607 666115M 6661120M 666245M 666513M C 0.862 um ( Tube Mull 111111Iu//// 1"X2.76'X.650"(8) 66608 666116M 6661121M 666246M 666514M D 1.762 `\,•\XO`•.- .1 JV 4/i --- --- D I B V X3.125"X.500"(9) 66637M 6661116M 6661114M 666242M 666515M 1.28"X2.11'X .•' 1•IGCNSF'•.�t 11 I i i I A 1.813 .121"Alum : 7;' 1.25'X3.188"X.265"(12) 66841 6661117M 8681113M 888241M 668516M Tube Mull _*.: IJO.58705 - 1.26"X 2.11"X.125"(18) 69370 WA NIA WA 666517M _ �. DFFSFT P NOTES: 0 STATEOF.125" M. •1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEEP. i�s••R,<OHIDI;. •'G�� .740'4-+-I 2)SEE SHEETS 5.9,12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. A.LYNN MILLER,P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 v --1 1.000" f-- --1 1.000., r-- 1.062"-I m .062" 125" --I 1^.125„ .062" .438" _ I y IF 4.000° 7 .125"STANDARD CLIP � ai w 4.000" 4.000' 2.625" 2.000" I 6063-T6ALUM. 2.125' 2X5ANGLECUP --.125° U-CLIP 2.000" LO XSECTIONL 6063•T6 ALUM. I 6063-T6 ALUM. %SECTION .125' N .125" X-SECTION tN�I t7 .125" .125" 7- U) N rc W 031'� J O .125" J � r CENTER OF ANCHOR HOLE MUST LIE WITHIN THE •126 155"J DASHED BOUNDARY.SEE SHEETS 10.20 FOR THE 7 375" .375" ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR D_ 2 HOLE DIAMETER:ANCHOR DIAMETER+1l16'. LU o 1'X 4"X.375" 1'X 4"X.375ca MULLION MULLION 'T"-MULUON 5.500" CUTHERETO 5.000" _375" F Q Cl) 6063-T6 ALUM. 6063•T6 ALUM. 6063-T6 ALUM. 375" 3.125" 1_CREATE F•CLIP,SEE '375" MIN. XSECTIDN X-SECTION %-SECTION MIN '^ I DETAIL F,SHEET � � 1Zg � _ oenr oN t211 .375" Z_ ¢ - Fvaom 1.594" _i_______i I i_______i _.� ANCHOR HOLE I --------- 1- MIN' C] ' n0 1.594" uuuea VMON I I I I 1 MUST LIE WITHIN -i Q, �+ rcZ I I I I THE DASHED N I I Q J I I I I I BOUNDARY.SEE I 1 I- L) I I I F SHEETS 10.17 1 I Z L3 Q N 2.875"1 1 _-_ I I _-_ I FOR THE F 1__-_-_-_� rt F¢- ZyZ e�p U7 F ANCHOR O.C. I I (q ¢� b;�"� .100" I I I i I DISTANCE. 1 1 V) Z 3.250" 3' I I I MAXIMUM W O - _ '100' 3.250" I i I I I I ANCHOR HOLE I I � U) DIAMETER �___________ ~ANCHOR __________ O ¢ O O DIAMETER+1116'. d g Z�0 U2X5ANGLECLIP �3O820'• .g2p^ 4' rt STANDARDCUPU-CUP 6 TOPVAEWM F�6063-T6ALUM. 6063-T6 ALUM. I- 8 v, A 1-250" 1.250" CENTER OF ANCHOR HOLE LIE TOPVIEW TOPVIEW --I .820" 1- WITHIN THE DASHED BOUNDARY.SEE PRODUCT REVISED 1.25'X 3.25"X.100" 1.25'X3.25°X.624' SHEETS 10-17 FORTHE ANCHOR O.C. TABLE C TABLE C,CONT. as comp)ying with the Florida MULLION - MULLION 1.25'X 3.94"%.624' DISTANCE.MAXIMUM ANCHOR HOLE Building Codo 6005-T5 ALUM. 6005-T5 ALUM. MULUON Dimension Valuo(in) For Mullion: Dimension Value(in) For Mulllon: XSECTION X-SECTION DIAMETER:ANCHOR DIAMETER+1116". NOA-No. 20.0406.03 B005-T5 ALUM. F 3.687 1' 4'X F 1.938 1.25'X3.25' XSECTION G 1.000 .125" G 0.500 X.624' Expiration Date 0512612026 3.469" H 2.680 Aluminum H 1.438 Aluminum ram. 2 881" / 375" 5.500 375 I 3.000 Tube Mullion I 3.250 Tube Mullion BY .125" F 3.187 1'X4'X F 2.625 1.25'X3.94' Miami-Dade Product Control �� .125" 1.87T' MIN. G 0.757 .375' G 1.125 X.624" 1 1.37T I H 2.430 Aluminum H 1.500 Aluminum I I 1 I I 3.000 Tube 8"T' I 3.250 Tube Mullion I I I F 2250 1.25'X3.25 F 2.813 301 BayMull I I i i G 0.750 X.100- F 2.675 45•BayMull .125" I I - I I H 1.500 Aluminum .126 45' 2.250" I I I I I I 30° I I I I I 3.250 Tube Mullion , I I I I H I I I I I I `1111111111 r1 TABLE D 3.250"4S BAY MULLION 3.250" I I I I N Yi! 30'BAY MULLION 6063-T6 ALUM. L_______� 1 1 Mull Dimension PGTPartN `��0. v4i�� 6083•T6ALUM. I X-SECTION (.best#) Mullion Sid.Clip Onset Cllp U-Clip Anglo Clip ,•' V,ICENgE •!l�T i X-SECTION 1_ I I - G OFFSET CLIP 1"X V X.125"(W) 89364 BBBi11M 66fi1122M 000241M 666518M �• No.58705 � T r II .125" 6063-T6 ALUM. P X r X.375'(11) 66610 665112M 6661123M 665242M 666519M - •�_ .228"J �,981" 1 •226„J 4" 981"--I TOPVIEW 1"X4-X.37B'"r'(11) 66653 660112M 6661123M 660242M 666519M - _ NOTES: F 1.25"X3.25"X.100'(13) 20160120312 6661127M 6661124M 6652410M 6665115M %'jJ `� 1,25"X325"X.624"(14) 20161120315 6661128M 6661125M 6062411M 6655116M �0 '• 5T.`y7E((0)) ,•`(U 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 'rs'••�<ORIOI'.••'��-` 1.25"X394"X.624"(15) 20162 8661117M 8661126M 888241M 866517M ... ..-• 2)SEE SHEETS 10,11,13-15,19 8 20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 66649 N/A WA NIA 6685110M ��iS�O!fV,[\};1�iJ 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 45 Degree(20) 86650 NIA WA WA 6685111M A.LYNN R,P.E. FL P.E.#58705 "1 0 TABLE E Mull Dimenslon PGT Part# 8 (sheet#) Mullion Std.Clip U-CIIp An9le Clip '1 I---125' -"•j--.125" --1 I---125" 2"X4"X.25"(16) 66602 666261M I 666271M 6685112M I Ir e�w 2"X6"X.25"(17) 66604 666262M STANDARD CLIP U-CLIP 2X5 ANGLE CLIP 666272M 6865113M I 6063-T6 ALUM. 6 063-T6 ALUM. 8063-T6 ALUM. 2.000" W1.49901", XSECTION 2.125" X-SECTION 2,000" XSECTIONNNOTES:1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125 �.125 125" $DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. N 'Z2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE T UJ HOLE LOCATIONS. J U 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - 5.500" � U �o = CUTHERETO 5.000" 375" LU (n C) F-3.500" CREATE F-CLIP, m 2.000" .375" 'C I_SEE DETAIL F, .375" rt .375" MIN. Z (D W MIN, r SHEET4 MIN• Z _ s Q r-------- '----- ------- -- -- T---------------------T W m = g m U OdP u �Z n. 1 I I Q J r 0 4.000" f -I-- --- --I- 3.438" re + 3.438" j---------i F- U Q rn `m .260"' 2'X 4"X.25' I I I I ¢ Z Z N N MULLION I I 3.438" I I F Z y m m e08SECTI UM. ,375" Z H oo r°o %-SECTION I I IL I i �1 ------ I I -- -- L---------------------X MIN. W -j J g ?_ fn I-- STANDARD CLIP 2X5 ANGLE CLIP U ¢ O O U-CUP,8063-T6 ALUM. (L.. CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. /SDOR 2'X 4"MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063T8 ALUM. a Z..fn fA .250" WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW 'O>.O TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. m� SHEETS 16-17 FOR THE ANCHOR O.C. 'y DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST UE DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1116". WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116 PRODUCT REVISED SHEETS 16-17 FOR THE ANCHOR O.C. complying 5.500" DISTANCE.MAXIMUM ANCHOR HOLE Buildinas CodWith the Florida CUT HERE TO DIAMETER:ANCHOR DIAMETER+1116. 5.000' NOA-No. 20-040B.03 20D0" 3.500" -I CREATE F-CLIP, �- -� .375" ( I SEE DETAIL F, '375" '375" Expiration Date 05/26/2026 MIN. r-SHEET4 MIN. re MIN. .375' By r-------- ----------------+- --' -' f---------------'-"------"I Miami-Dade Product Control I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 6.000" rt -I-_ T_ - I 4.688" Q- -t � +-_---_--I .250" I -f- 5.438" I I »11if i!Ill��r.. I 5.438" I 5.438" 1 j ` V !A 2"X 6"X,25" MULUON I I I I _ No.58705 ' 6063-T6 ALUM. I I .375" _ - �" - %SECTION ---___-- ---I-__ _-----_� --I__ L---------------------X IN. b U/(�(J/�T 2 t7 ,{�✓` STATE OF (V�: STANDARD CLIP U-CLIP 2X5 ANGLE CLIP '�%,`S'S/ 8063-T6 ALUM. 6063-TB ALUM. 6063-T6 ALUM. ��NAL .250" TOP VIEW USED FOR 2"X 6'MULLION.SHEET 17 TOPVIEW TOPVIEW A.LYNN MILLER,P.E. FL P.E.#58705 1f u, 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 PER 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 32"+32+1"=65".REFERENCING SHEET 25,THE COLUMN USING '�r NO ANCHORS IN HEAD 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 g 8 DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. �� O F C SEEFROM 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+!-SB.3 PSF AND WOULD i FDEraLs, NOT BE SUITABLE FOR THIS APPLICATION. HEETS 2.3 FROM TABLE 4A,SHEET B.THE 1"X 2.75"X.650"MULLION(LENGTH=72",OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72° OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. tV MULLION LENGTH 2j 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 In ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CUP IS EASIER TO INSTALL Z N UJ �/ 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 _ 6HEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. T � Ka F IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/•60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W o NOANCHORS IN 1MN00W 61LL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: m W 32° -{�- f0 G -I EULLwiDTH (60 PSF)X 6 36 L�)=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) m Z OPENING WIDTH 72.7 PSF = Z = $ U 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 @ U DESIGN PRESSURE OF+50.0/-55.0 PSF. J �Z Q .- o FOR THE VERTICAL MULLION: ♦- N Z Q N N 1)INITIALLY ASSUMING THATA 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+1-105-AND THE OPENING WIDTH IS 36"+36"+1"=73".REFERENCING SHEET 25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3l8"AND WILL co N a o to MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IFTHE TABLE DOES NOT SHOW THE EXACT SIZE.USE THE NEXT LARGER SIZE AVAILABLE. o EXAMPLE 2:MULTIPLE MULLIONS W (L SEE DETAILS, FROM TABLE 3A,SHEET 7.THE 1"X 2.75'X.375"MULLION(LENGTH=108%OPENING WIDTH=8G")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+I.15.1 PSF MULL WIDTH--I f- SHEETS 2-3 qND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U FROM TABLE 12A,SHEET 16.THE 2"X 4"X.250"MULLION(LENGTH=108",OPENING WIDTH=BO")HAS A DESIGN PRESSURE OF+!-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS ¢ Z LU U O FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 5 g1 �Of'9O 32' SEE SEE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74",NOT 73"AS PREVIOUSLY N FENESTRATION DETAILS, PRODUCTS SIIEETS� ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN PRODUCT REVISED APPROVAL 24 - , THE 73"DIMENSION(35-12"+35-12"+2'=73'. III- as com Iyyingg with the Florida 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Building Co do VERTICAL CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NOA No. 20-0406.03 MULLION I'_ - - USING THE STANDARD CLIP WITH(6)3116-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND Expiration Date 05I26I2026 LENGTH �SEE D SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. S DETAILS, DETAIL E, FOR THE HORIZONTAL MULLIONS: By OPENING SHEETS 2-4 SHEET3 Miami-0ado Product Control HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2"X 4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER FOR NORIZ. MULLION TYPE COULD BE CHOSEN. MULLION 72 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+72"+2"=106".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALlTRIANGULAR LOADING MAYBE USED.FROM TABLE 12A,SHEET 16.THE 2"X 4"X.250"MULLION(@ LENGTH=42",OPENING HEIGHT=120")HAS A DESIGN PRESSURE OF+/.170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DE7AIL6, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 2a (4)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. �� DAY LYAh1v !f 38 HORIZ. —d� 36°.HORIZ 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR .� \\CENSE•'/�C� MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE Q:• '. OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. _ No.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - +/.64.7 PSF FROM THE VERTICAL MULLION; - N +I-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; l •' +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). p�'•, SATE/•F ��/.� THE LOWEST DESIGN PRESSURE IS+/.64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS, i�S •14OR-DI`,• VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION /10NAL N PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MILLOR,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 c V EXAMPLES OF RECTANGULAR LOADING: - EXAMPLES OF TRAPEZOIDALfrRIANGULAR LOADING: S , F I PW PW I - PW I oz u - I SHlDH SWDH SWDH SHIDH 1 PW PW In d ~ O $N LU ¢ W CD I / / Ud � F- 00 / m o w LOADING OF VERTICAL MULLION LOADING.OF VERTICAL MULLION I - CC0 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS HINGED 1 SGD z U 1 LOADING OF VERTICAL MULLION ? O PW I W� iZ 1 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d N PW I Z Q rn m 0 N I Z PW� PW W boo _ PW U) 0 $ I i PW 0 Y oY / _ -- - -- - U Q c0 SHIDH SH/DH SWDH SWDH I Q J Z O O 4 / �oo SHIDH A PRODUCT REVISED a LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I as eomplyylng with the Florida SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION Build No Codo I PW � HR / � / NOA-No. 20-0406.03 PW Expiration Date 05/26/2026 I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By ��- .I MULLION Miami-Dade Product Control I • FM I HINGED PW PW � NOTES: _ DOOR j - 1)DRAWINGS ARE I RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. I CONFIGURATIONS NOT SHOWN - A / / I PW / / MAY BE EXTRAPOLATED FROM - / / c / / / I / / THOSESHOWN. \\\IIII IIII�� I / / 2)IF THE LOADING TYPE CANNOT _ �,O•,••••• �' I BE DETERMINED,USE ��,.• y10ENS'F•••�C� PW RECTANGULAR LOADING. PIN _ No.58705 Plnr 1 3)SEE PRODUCTS'APPROVAL FOR F 14TEACTUAL ANCHOR LOCATIONS.LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION �� •PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I C(/ � � SGD � �S•'•:c�ORIDP,.••G�G��` %S70NAL I ''IIl I�IJ 711\1\ LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN NII�LER,P.E.- MULLION MULLION FL P.E.#58705