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APPROVED PGT Clipped Extruded Aluminum Tube Mull 17063001
M IAMDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 E(786)315-2599 NOTICE OF ACCEPTANCE (NOA) 'www.miamidade.gov/economv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity 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 C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0218.03 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 Jorge M.Plasencia,P.E. �i-D NOA No. 17-0630.01 h1fRMI'DAl7 COUNTYExpiration Date: May 26,2021 Approval Date: November 09,2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted render 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 L 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 6t1 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. Jorge M.Plasencia,P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E- 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51h Edition (2014) and FBC-611' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded .Aluminum Tube Mullion -- L.M.L, approved on 04/14/16 and expiring on 05/26/21. Jorge M.Plasencia,P.E. P,plduct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL an N MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE �� o FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE � EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES 1 0` oro z V u- MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................1 F q FIGURE 1_ ELEVATIONS................................... 1 o�i MULTIPLE OPENING WIDTH FOR vERTICAI MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLEL)UNITS.MULLIONS MULL TO 2X WOOD........................2 * U MULL TO 1X&MASONRY..............2 0 MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"ANO DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL INSTALLATION NOTES................... � SEE DETAILS 2 A D G H, RECTANGULAR NOT HAVE A GAP OF MORE THAN 114"FROM THE CLIP. MULL TO MASONRY...................3 SHAPJ � SHEETS 2 4 MULL TO STEEL STUD................3 C) _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO,MULL...................................3 �; DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.U180,THE 1/3 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS.....................4UjV1 Uj LLI IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL MULL ...............5 af Z ♦♦ 1 X 2 X.125 MULL SPECS...............5 w o 1 X 2 X.375 MULL SPECS...............6 {� 4 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE w ) 1 X 2.76 X.375 MULL SPECS GY U) ! " INSTRUCTIONS- 1 X 2.75 X_65 MUU_SPECS,...........$ CC 2 1 1 X 3.125 X.500 MULL SPECS........8 Z __3 _ SEE DETAILS I! II^ l i € j ` 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 {] o co SHEETS 2 4 ! - - -_ 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.375 TUBE MULL SPECS J � � � W A THRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.375 "T"MULL SPECS........11 F.., Q [` SHEETS 1 1.25 X 3.188 X.265 MULL SFECS...12 I [ I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. U d I / III I 125X 3.25 X.100 MULL SPECS._'I3 W VERT. OPENING 1,25 X 3.25 X.624 MULL SPECS.....14 z I j ; n = MULL HFOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1,25 X 3.94 X.624 MULL SPECS_- � Z � W � nU LENGTH 2 X 4 X.25 MULL SPECS................16 LU HORIZONTAL Z � r mO MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 6 X.2S MULL SPECS................17 Fes-- D Q o U >rZ SEE DETAIL£, 1 26 X 2.11 X.125 MULL SPECS_, 18 v) i� BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED 4R CORROSION RESISTANT d (Ij Y SHEET 3 30°X 3.25 BAY MULL SPECS....... 19 0 W 1 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT F- 45°X 3.25 BAY MULL SPECS.........20 Z Z I--- Q 07 CS7 REACTIONS. MULLION&CLIP DIMENSIONS....,.21-23 Q "7Z N EXAMPLES 1 &2__.........................24 C7 Z 00 Ct7 FENESTRATION 8)REFERENCE:TEST REPORTS: FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOA'S LOADING EXAMPLES......................25 0 U) a o 6c) PRODUCTS MAY I ti M Q n BE OF ANY MUsraE TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING � � W - MANUFACTURED CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY Tp BE USED WITH © } Z rA 0I I ° BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. z � W g Q ..( ao 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. a fl- a �� fSEE DETAILS of C°[ HORIZONTAL A-D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MULL SHEETS 2.4 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. PRODUCT REVISED LENGTH HORIZONTAL as complying with the Florida MULL Banding Code LENGTH INSTRUCTIONS: NOA-No. 17.0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSfFfz1 FOR THE OPENING USING THE ASCE•7 STANDARD. Expiration Date 05/26/2021 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. By—� MULL OPENING WIDTH---I —HORIZ.MULL LENGTH-----I Miami- de Product Con#rot LENGTH r' 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR"OR"TRIANGULAR/TRAPEZOIDAL". OPENING ff 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT2)FROM TABLES 1A THROUGH '16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING FORTHE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE OPENING! MULL /� �J �QRLL � T. MULSTE IONCAPACITY(LBS)FTZ) OBTAINED SHALL MEET OR EXCEED THE.DESIGN PRESSURE REQUIREMENT(LBSIF-P)FOR THE OPENING OBTAINED IN HEIGHT I LENGTH / fy TH ) 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED{LBS).THIS VALUE L L REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. OPENING WIDTH \ !/ 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 ���� ��`i LYNA( aPa NINO w1DTH ANGHOR/SUBSTRAT=/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR `� ,� '�'�/ r FORVERTICALMULL ti 1.4CEN CAPACITY IS MET, w �y� . ' � •••��� SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7 IF THE MULLION CAPACITY(LBSIFTz)OBTAINED THE IS HIGHER THE DESIGN � No. 58705 FROM FIGURE 1 ABOVE. ) ED I E TAB HI THAN T ESIG PRESSURE REQUIREMENT(LBSIFT )FOR THE - � OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS = CODES 1 STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE �- *2017 FLORIDA BUILDING CODE(F6C),6TH EDITION •2014 FLORIDA BUILDING CODE(FEC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FTz)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ;Q�y' ATE OF 4C�; •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY(LBSIM OBTAINED FOR THE MULLION SYSTEM_THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION i ,c4 OR%DP,. •ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT ASSEMBLY. 4AIS1 S10C-12 /r!! 10NAL ►A)SC 360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A. LY1Gk MI11JUE1 R!YO.E. FL P.E.#58705 M n chi U- DETAIL F3: MULLION O DETAIL A. ~' Uj MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X HUCKSTRIP TYP.ANCHOR w PER5UBSTRATEAND , o O OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT SEE SEE TABLES 1B-13B � (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, 'L0 SEE NOTE 1. N a 0 I I MULLION I SHEET 1. 0 �N IL W Z W I I € SEE SHEETS a I MIN 2.7 KS I ° EDGE � _j = 1 f ° CONCRETE OR CMU+' U) 21-23 FOR HALE 4 I I I DISTANCE, I,il � EITHER THE a I I I I LOCATIONS I SEE SEE TABLES U) STANDARD OR d OFFSET MULL o a a I EDGE MASONRY 1 B-13B I EDGE © © e' FOR MASONRY W Q O ~ CLIP MAY BE I E]ISTANGE a I a ANCHORS CD () I POR WOOD / (1) INSTALLED BY 4 a SCREWS 4 ° I SIDE VIEW _ Z (D 0 THIS METHOD, a L_260"MAX FOR d da a m q Q ALL MULLIONS Q a a EITHERTHE V I— < Q STANDARD OR z U S m 2 a - a. OFFSET MULL z 7)7 c(� 4 -d - d .QQ- CLIP MAY BE 2 [ c ,s o ui INSTALLED BY �� a A ° d e,� EXTERIOR _ a d ° THIS METHOD. H_ d Z❑ ca Z a Q EDGE .— I]ISTANCE d� e - ° a Z ~ z Q 0) 0)FOR - � N a d d Q � �. Q a MASONRY a. H- za � THE OFFSET CUP IS ANCHORS el F- a a RECOMMENDED FOR f� a COA 0 0 EXTERIOR4 a ° WINDOWS, d 4 _ a DOWS,BUT MAY cv Y ALSO BE USED FOR ° H. V z Q OTHER FRAME TYPES. H. Q — - 0 C� U a MID �;'o TYP,ANCHOR TYP.ANCHOR (J o �� PER S UBSTRATE, /�PER SUBSTRATE, TYP.ANCHOR SEE TABLES 1 B-1613 / SEE TABLES 18-13B PRODUCT REVISED PER SUBSTRATE, / SEE TABLES 1H-168 EQGFIEND BUCKSTRIP as complying with the Florida DISTANCE AND Building Code SEE TABLES ATTACHMENT NOA—hlo. 7"OG3�•I}'I 1 B-133 f a BY OTHERS, EMBEOMENT BUCAKSTRIP EMSE DMENT r SEE NOTE 1, i Expiration Uate 05/26/2021 ND ATTACHMENT SHEET 1. I BY OTHERS, By a Product Control p SEE NOTE 1, Miami—Da SHEET 1. MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW FRONT VIEW INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 'oGI=N3E ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ' Na 58705 FOLLOWING SHEETS,FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED- 3)ANCHOR HEAD TYPE MAY BE PANHFAD,HEXHEAD OR FLATHEAD. -' 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. �� OSAT5 F' . z 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS- 'f /®��` E? A.LYNiN MILLER, P.E. FL P.E.#58705 DETAIL E: MULLION TO MULLION Q" a DETAIL C: -�[�.12s MIN. INTERSECTION NOTES: o 7 MULLION DIRECTLY ATTACHED TO a MULLION �T (U-CLIP) 1)MAY BE INSTALLED IN"TEE"OR"CROSS" MASONRY STRUCTURE �z (STANDARD CLIP SHOWN) INTERSECTIONS. by Uj Uj VARIES 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. I N ! TYP.ANCHOR �^ I V EITHER THE I I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 L 2,m STANDARD OR SEE TABLES 1B-13B FOR CORRESPONDING MULLION. LU (PIw W OFFSET MULL I TOP VIEW > LLI CLIP MAYBE I I _ EDGE DISTANCE MULLION d = INSTALLED BY II I FOR MASONRY VARIES UJ J THIS METHOD. I I i a ANCHORS �\ #12STEELSCREWS, I a A a SELF-DRILLING OR PRE-DRILL I.- I MULLION AND USE SMS � inpC3 U) LLI d G MULLION 4 F d.a $ `� 0 z EXTERIOR a d THE OFFSET CLIP iS "� \`� Z Z V CO V ECJGE DISTANCE RECOMMENDED FOR �I ERSECTICN I 0 s 50 FORMASONRY ° FIN-FRAMED ANCHORS WINDOWS,BUT MAYa ALSO BE USED FOR U-CLIP EXTERIORQ U) p U rLe a a OTHER FRAME TYPES, Z r r TYP.ANCHOR Z Z z Q 4 _ PER SUBSTRATE, 4 4 (~g u cc) co SEE TABLES 1B-135 SEE SHEETS 21-23 FOR IL TYP.ANCHOR PER SUBSTRATE, HOLE LOCATIONS J u� n ❑ BUCKSTRIP SEE TAKES 1B-13B FRONT VIEW EDGE � ® � ® o W --1 AND DISTANCE ATTACHMENT , (/} CC0 BY OTHERS, SEE TABLES SEE NOTE I, a <a d O EMBEDMENT `_ a ° SHEET 1. d rt a- ".. EDGE a a m aO ° DISTANCE sEErABLEs SIDE VIEW U m m� MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KS CONCRETE OR CMU 1 B-13B ~ a N ❑ FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO as complying with the Florida STEEL STUD Building Cade (STANDARD CLIP SHOWN) Noa-No. 'I7�Oo30.01 Expiration Date 05/26/2021 STRUCTURE INSTALLATION NOTES' By - TYP.ANCHOR Miami-D a Product Control 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PER SUBSTRATE, SEE TABLES 1B-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION eFOR SE;ESHEETS ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR HOLE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE LOCATIONS FOLLOWING SHEETS.FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. MULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. EDGE }�l 1j5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED DISTANCEI'ELCOULTRACONORELCO1/4"S.S.AGGREGATORMASONRYANCHORS. STEEL STUDS THINNER THANSEE TABLESFRONTVIEWAND COMPLANT WITH THE FL BUILDING 16-136E,A 2X WOOD BACKER MUST USED. (� ATTACHMENT BY OTHERS. hIO.57a5 EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: -A AD— OOD-BACKED 5TEEL STUDS,WOOD 1)FOR 2x W � STATE IF 4!41f ANCHOR VALUES MAY BE USED. 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. A 'QI 3""j X V.E. FL P. 58705 I cc XU co � ON 4 N } O � DETAIL F: DETAI_L G: DETAIL H: _ Y MULLION INSTALLATION 2 ANGLE MULLION CLIP BA FIELD-MODIFIED MULLION CLIP(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) Q SEE DETAILS A-D, 30°OR 45° o LL SHEETS 2 AND 3 FOR INSTALLATION BAY MULL LD TO SPECIFIC SUBSTRATES. Chi f MULLION m U C i�� W 0 0 z 0 O L _ 0 0 0 0 0 0 O o TOP VIEW o = slf}E VIEW TOP VIEW I I m o cn SLli HOWN WITH 1"X 4'X I -r- I � � MULLION I I- O z TYP.ANCHOR :E Q EXTERIOR I j I SEE ABLESUBSTRATE, 15B OR 16B z y m (] 's"0 z TYP.ANCHOR I I BSTRATE, _ ~ U STANDARD MULLION CLIP PER SU I EXTERIOR ¢ Z MODIFIED TO FIT FIELD SEE TABLES 19-14B Gr) I CONDITIONS. 2"X5"ANGLE CLIP, z z Q -00 _ I I I 2 PER MULLION END,MUST BE Q Z N I I I INSTALLED INSIDE OF BAY MULL. E- co U) Q m S Q s3 CD \ MUC.LION I I I I _j in 0 o '\0 �� I I I I 2"X 5" U) X.125" f— �� I ANGLE CLIP, V z Q O 1 2 PER MULLION END, Q z � MUST BEINSTALtED ° m j I INSIDE OF MULL. 5_ a 4i _ <t> b6 d I PRODUCT REVISED ""�TYP.ANCHOR as complying with the Florida PER SUBSTRATE, Building Code SEE TABLES IB-138 NOA--No. 17-U630.01 INTO SSTEEL,EL,ALUM )Expiration Date 05126I2021 EXTERIOR OR MASONRY EXTERIOR LLI INTO WOOD,STEEL, STANDARD CLIP TO BE > By ALUM,CMU OR MASONRY MODIFIED IN-FIELD. LU Miami-D Product Control CD EXTERIOR A�O"\OF, Y� F ® ® INTO WOOD,STEEL, J fa H Q DGE ® I ® TANCE Z ER - CHOREDGE u? 1yl ! !! DISTANCE NOTES FOR INSTALLATION OPTION G&H; �PERANCHOR �?. 41GEn1s+. . Z 1)USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION, NOTES FOR INSTALLATION OPTIONS F: 2)DETAIL G:SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE � � * N9 58705 � LOCATIONS. 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1,25"X 2.11"X,125"MULLION. r. .. - .- 2)SEE TABLES 1 B-13B FOR ANCHOR OUANTITfES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3}DETAIL H_SEE TABLES 156 DR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE N C LOCATIONS. ''. 47E F ( ` ~ 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. C7 bA. LY�li11M41L� , P.E. FL P.E_#59705 TABLE 1A ,� N Mullion Capacity CapacLty Table ibslft Opening Width(for vertically-spanning muilinns)or Opening Height(for horizcntalV-spamrag mullions) F- 50 in fist in 70 in 80 in 90 in 140 in 1201n 140 in 160 in ` LL U O Rectangular Trap/Triang. Rectangular TraplTriang Rectangular Trap/Triang. Rectangular TrapClriang. Rectangular TiaplTriang. Rectangular TraplTriang, Rectangular TraplTriang, Rectangular TraglTriang. Rectangular irapl IYiang. ' i .r F 1 X 2 X.125 Loading Loading Loading Loading Loading Loading Leading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading �Z � v Alum.Tube U V q U V y u u o o u o d.. u w u Mullion m m m m m w m m m m {� m [L 2--0 G L v Q a1 a v a SI o. G.A Q. a t m R p,A m SQ w m m 2 m m UI m 41 m m u0 m m W m m m m m a m c m m m e e m m m e m m s✓ m m a n R a o a � V U chi U N U t3 U U-o Ct U9 U Up U UQ U U � U Ll -p U L� U Ua m C N G li d C N `p C N p i C N ' �. C C a % F 0 �_ C N p�_ C N p d C'jy C C C N 4 lV a G N G d C O O L C [a� Q.n = W 'S C y Cra C 7 Er 3 tl ' p o h V a' G y V i3' a o'i�T .p$ t.G�] 'j .G tl �"' a j a C' 5 O d �/ry G�7 7 4y 7 us m V a V C 71 7 C d�1 7 n V N C N C 91 3 C 73 7 N y sn J' W n 6 = m - �, V V' - U `-+/ .0 N I"" ¢ir �- ¢ � a as � � a� � d � �� ac> �� ¢ te �� � a � u ¢� �M ai �� a� ZE � � � ¢� � � ¢ a � - a � �v a`� �� a` rz � W 421n 111,9 408 129.5 332 93.2 408 115.5 325 79.9 406 107,8 321 69.9 408 104.4 319 62,1 408 104.0 $19 55.9 408 104,0 319 46.6 408 104,0 319 39.9 408 104.0 3t9 35.0 406 104A 319 48in 74.9 312 83,8 258 62.4 312 73.4 252 53.5 312 67.0 248 46.8 312 53.2 246 41.6 312 61.3 244 3T6 312 61.0 244 31.2 312 61.0 244 26.8 312 61.0 244 23.4 312 61.0 244 It u7 5 iv � 50,625 in 63.9 281 7Q6 234 53.2 261 61.5 228 45.6 281 55.7 224 39.9 281 52.1 222 35.5 261 50.1 220 31.9 281 42.3 219 26,6 281 49.3 219 22.8 281 49,3 219 20.0 281 49.3 219 = Q 54 in 52.6 247 57.5 207 43.3 247 49,8 202 37.6 247 44.8 199 32.9 247 41.5 198 29,2 247 39,4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 247 38.1 193 1e.4 247 38.1 193 LU C7 (!} m60 in 38A 230 41.2 170 32.0 200 3$.4 166 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 157 1fi.0 200 25.0 156 1 LU J Q Z 63 ire 33.1 181 35.3 155 27.6 tall30.3 152 23.7 131 26.9 149 20.7 181 2C5 146 ISA 161 22.5 144 16.6 181 21.7 143 66 in 28.8 165 30.6 142 24.0 165 26A 139 20.6 165 23.1 136 1$,D 185 21.0 134 ? Z SI?z6 m 72 in 22,2 139 23.3 120 18.5 139 19.9 118 18.9 139 17.5 116Lu LLI 9 _°V 76in 18.9 125 19,7 109 16-7 125 18,8 107 o m Z u~1 "I Cn 78in 17,6 Ila 18.2 1p4 ? Z n _Q Q� TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: Q 2i Z Anchor Ca aci Table(lbs) 0 F- in 3 co CO jANCHORCAP._„r�� ° CV m� Q Substrate: 2_ik Concrete 3.5k Conc. Ho€taw CMU Rlled CMU FT Wood Metal (DREa X l } --ANCHOR CAP.QG" r- 10 ❑ ❑ 5116"EiccMULLION CAP.,.M,. t- AnettorTypa: 3116"Etco Ulhaean 114"Elm Ullracon 3t16"Elco Ultraoon 114"Etco Ullman 1!4"SS l lo0 5H6"#14 #10 Sfaal #12 Stem #12 Steel o W Anchor Clip Patterns Ultracan AggreGator Ultmo Screw(G5) Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR NEdge distance(n): 1" 2-112" 1" 2-112" 3-1161, 1° 2-1/2" 1" 2-112" 2" 3-110.48" 0.54" 3.324' CAPACITY REQUIRED"CORRESPONDING TO AN €- X Q Embez€ment(Ih): 1 314" 1-3M" 1-3/4" 1-31N' 2" 1-114" 1-1/4" 1-11*' 1-114" 1-1/4" 1-111-31B" 1-3l8" caries ACTUAL PRESSURE REQUIREMENT FOR THE Or 0 0 2 Anchors @ 4.75"Min.O.G.I Standard orOffset Clip(Fig.1) 3901bs $90 Ibs 460 bs 890 Ibs 1644 lbs 270 the 280 tics 354 lbs 740lbs 374 lbs 684 I 341 Ibs 442lbs 560 tbs OPENING,WHEN IT IS LOWER THAN THE MULLION iY a, S U) U) 4Anchors @ 1.15"Min_RC.f Standard(or Ofsel)Clip(Fig.2): 4801bs 7001bs NIA NIA NIA NIA 380 ibs N!A NIA NIA NIA682 Ibs 8851bs 1120 Ibs CAPACITY(FROM THE TABLE)OF 7HE SELECTED �_ m O TQ 4Anchors @ 3"Min.O.C.1(2)2x5Angle Clips I(Fig.3): 780lbs 7801ba 680 lbs 1560 bs 1B96 lbs 5401bs 560 lbs NIA 760 Ids 748Ibs 880lbs 1692Ibs 682 Ibs 6851bs 1120Ibs MULLION. IT WILL YIELD A MINIMUM ANCHOR O a m� 2 Anchors @ OAT'Min.O.G.I U-C-11p,into.125"Alum_(Fig.0: N/A MA NIA N/A NIA NIA NIA N/A NIA NIA NIA NIA NIA NIA 715 tbs CAPACITY WHICH MAY BE USED TO QUALIFY a � ❑� �� 1 Anchorl-F Clip(Fig.5):j 195lbs 1 1951bs 225lbs 445lbs 822 lbs 1351bs 140lbs 177lbs 370lbs 1871hs 3321bs 473lbs 1701bs 221 tbs 2801128 ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2 Anchors @ 7.15'Min.O.CJ F-Clip(Fg.6).-1 240lbs 1 350 ibs N/A N1A N]A N/A 1311 lbs NIA NIA NIA NIA WA 341 Ibs 4421bs 56p fps ANCHOR CAPACITY TABLE, as complying with the Florida NOTE: FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By .- Miamr-C?� Product Control _._ FIGURE 1: FIGURE 2: TABLE NOTES: ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 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, t l t l l ANGLE CLIP MUST BE USED IN PAIRS. DNA' LYIV/V 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACf 301 SPECIFICATIONS, HOLLOW AND GROUT-FILLED \mot J� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF A 25" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT V X 2"X.125"MULLION = No. 58705 LEAST,125"THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _ = ® THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S.OR 410 S,S. C3C3 ' STATE F� � �f'fj/f 0fVAL 0 0-' A. L�NN IWULL'li, I .E. FL P,E.#58705 TABLE 2A h Mullion Capac4 Table Ibsfte ® °� o Opening Width(for vertically-spanrvng mullions)or Opening Height(far horizonteiliy-spanning mullions) 50 in 60 in 70 in 80 in W in 100 in 12o in 140 in 160[n T L v LL u Rectangular TraprTriang. Rectangular T2pTiang. Recta iguiar Trap Triang. Rectangular TraprTriang. Rectangular Trap/ltiang. Rectangular TraplTriang. Rectangular TraplTriar g. Rectangular TraplTriang. Rectangular Trap/Triang. �'�ii q F 1 x 2 x.375 Loading loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Leading Loading Loading Loading Loading Loading Loading R z 4 w Alum.'tube � �_ � � � � i r~_ � 2• zv Z. _ �_ � � _ � Z.- U- MUIIIon o. n. EL a E a A 10n 2 2 o n a a S c S.n" S m n m N m w m m �v m m m m ^w m m ca m tc H[� i a s cr, az cz, &a n, a.`� a a. n L�..�i a o,sr a M [a. S..o {p C"r 14 LQ "'✓ F3 IC v N R G 16 G N t..• m ttl G l9 {C ._+ i6 [tl G @ iC l6 G [0 L6 G l0 f9 G 10 {9 �'+ f0 14 G !6 i5f G l0 m G {¢ G u o „ o U � � c o � spa U o _ a v o � u o �, � _ v c7 4]o G cr c ci cr g co r3 a o = � .c ° ? o ' L° 7 0_ ram° o o a o `o d o o ` a a` �-' c `o °1 0 o �' o `a `o V u o a U rr w a 57 n - G Cr n C C� y Cr Ces Q o 4 _ U - u a e7 Ys = v _ [a C w 9 w F _ ,c 5 yy ,Ce,, a r s a r gy t .c .G a G Q ¢ G 4 'L Q IK G fl" G Q•SK C Q :1 G E rc' G Q t�` G rL v Q LY �2 G Q v 4 tY .� Q fr '2 C t1� '2 Q Q" .�'. c Q�' `�' Q�' '�' � r� µ,� 42 in 170.0 620 170.0 435 151.3 662 170.0 478 129.7 662 170.0 506 113.5 662 169.5 518 100.9 662 168.9 517 90.8 662 168.9 517 76.7 662 1&8.9 517 64,9 662 168.9 617 56.7 662 168.9 517 W = 48in 121.3 507 136.0 419 101.4 507 119.2 410 86.9 507 106.7 403 76.0 507 1026 399 67.6 507 95.6 397 60,8 507 99.0 396 60.7 507 99.0 396 43,4 507 99.0 396 38.0 507 SRO 396 W -1 X i 50.625in 103.7 456 114.6 379 86.4 456 99.9 371 74,1 456 90,5 364 64.8 456 64.6 360 57.5 456 81.3 367 51.8 456 80.0 356 43.2 456 80.0 356 37,0 456 80,0 356 32,4 466 80.0 356 54in 85A 400 93.3 336 71.2 400 80.9 328 61.0 400 72.7 322 53.4 400 67-S 218 47.5 400 64.0 315 42.7 400 62.3 314 35.3 400 61.8 313 30.5 400 61,8 313 2&.7 400 61.8 313 CO LU CD co Q U) Y 60in 623 324 66,9 276 51,9 324 57.5 270 44.5 324 51.2 264 38.9 324 46.9 260 34.6 324 43.$ 257 31A 324 42.0 255 26.0 324 40.5 253 22,2 324 40.5 253 19.5 324 40.5 253 ce) LU m63 in 53.B 294 57A 252 44.8 294 49.2 246 38.4 294 43,6 241 33,6 294 39,8 237 29,9 294 37.1 234 26.9 294 35.2 232 22.4 294 33.5 230 19,2 294 33-4 230 16.8 294 33,4 230 Q 66 in 46.8 288 49.6 230 39.0 268 42,4 226 33A 268 37.5 221 29.2 256 34.1 218 26.0 268 31.6 215 23.4 268 29.8 219 19,5 268 28-0 210 16.7 268 27.7 209 14.6 268 27.7 209 z b _ z z 72ih 36.0 225 37.9 196 30.0 225 32.2 1S1 25.7 225 28.4 188 22.5 225 25,6 185 20.0 225 23.5 182 18.0 225 22.1 180 15.0 225 20.3 177 12.9 225 19.6 176 11.3 225 19,6 176 'J w v ctJ w LLT y� 76 in 30.6 202 326 177 25.5 202 27.2 173 Z1.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 165 15,3 202 18.4 163 12 8 202 16.7 166 10.9 202 15 9 156 9.6 2D2 15.8 158 co o`ro 78in 28.3 192 29.6 1613 23.6 192 25,1 165 20.2 192 22.0 162 17.7 192 19.7 159 15.T 192 18.1 157 14.2 79Z 16.8 155 11.e 192 15.2 152 10.1 192 14.4 150 8.9 192 14.2 150 Q r 1` c^ r Do in 18,b 144 19.0 128 15.4 tq4 16.1 126 96 in 162 127 15.6 113 F Q I- U") v a coTAB m p LE ANCHOR CAPACITY ADJUSTMENT FORMULA: An horCap aci Table lbs _ ANCHOR CAP.FP�..a"_ N X Substrate: 2.7k Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood Meta€ (DP„�)X =ANCHOR MULLION © 'CAP,"�, Elf CAP. X AncharType: 3116"Boo Ultracon 114"Ono Ultracon 5116"Efco Anchor Clip Patterns 3116"E3co Wracon 114"Eloo Ultwcn 114"SS Elce 51i6"Elco 114"SS E€oo #10 5tee} #12 Steel #12 Stee! O r Q Uftracon AggreGator Uliracon AggreGator Screw(G5) Screw(G5) Screw(Gs) USE THIS FORMULA TO OBTAIN THE"ANCHOR U � Edge 17istance(1n)- 1" 2-1/2" 1" 2-i/2" 3-1I8" 1" 2-112" 1" 2-1/2' 2" 9-118" 2" 0,48" 0.54" 0.324" CAPACITY REQUIRED"CORRESPONDING TO Alit tY < H z O U Embedment{inX 1 314" 1-314" 1-314" 1-314" W. 1-114" 1-1I4" 1-114" 1-114" 1-14" 1-1I4" 2" 1-3/8" 1-318" Vail, ACTUAL PRESSURE REQUIREMENT FOR THE 4 0 mo 2 Anchors g 4.75"Min,O.C.!Standard or Offset Clip(Fig.1) 390 Ibs 390 IN 450 Ibs 890 Ras 1644 Ibs 270 Ibs 2W lbs 354 Ibs 740 Ibs 374 Ibs 604 Ibs 946 ibs 341 Ihs 442 lbs 5S0lbs OPENING,VIfHEN IT IS LOW=R THAN THE MULLION U m 4 Anchors @ 1.15"Min.O.C,I Standard(or Oftet)Clip(Fig.2) 460 Ibs 700 Ibs NIA N/A NIA NIA 380 lbs. NIA NIA NIA NIA NIA 662 lbs 885 Ibs 1120lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors @3"Miry.O.C.1(2)2x5 Angle Gips I(Fig.3}. 7W lbs 780lbs 680lbs 1560Ibs 1896Ihs 540lbs 560l1bs N/A 750Ibs 748Ihe 880lbs 1892lbs 682 Ibs 885I6s 1120lbs MULLION. IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED 2 Anchors @ 0,45"Min.O.C.I U-Clip,into.125"Alum.(Fig.4} N!A NIA NIA NIA NIA N/A NIA NIA NIA NIA NIA NIA NIA NIA 715Ibs CAPACITY WHICH MAY BE USED TO QUALIFY as Complying with the Florida 1 AnchcT/F-Clip(Fig.5): 195 Is 145 Ids 225 Ibs 445 Ibs 822 the Im the 140 Ibs 177 lbs 370 Ibs 167 Ibs 332 Ibs 473 ibs 170 lbs 221 Ibs 280lbs ADDITIONAL ANCHOR OPTIONS FROM THE Building Code 2 Anohars 1.15'Min.O,C./F-Clip(Fig.6}: 24'0 16s 350 Ibs NIA NIA NIA NIA 190 Ibs NIA NIA N/A NIA NIA 341 Its •;42 lbs 560)bs ANCI iOR CAPACITY TABLE- NOA-Tfo. 7 7-0630.[i'I NOTE,FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE.STANDARD CLIP. Expiration Date 05/26/2021 By miami- 3dWproduct Control t jl I FIGURE 1: FIGURE 2: TABLE NOTES: r 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -'j 1.000" �- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2-000" \, r� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ti Q •• .. .• i ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED 375" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED +' No. 58705 FIGURE 4: FIGURE b: FIGURE 13: 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 V X 2"X-375"MULLION - LEAST,125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �� TrI THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S.OR 410 S,S. Q '. E NA A. LYNNIMILLER, P-E. FL P.E.#58705 TABLE 3A Mullion Capacity Table(lbsllf) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) w 1 a 50 in 60 in 70 in 80 in 90 In 100 in 120 in 140 in 160 in x cc UZ 1 7r:2.75 X Rectangular FraplTriartg- Rectangular TraplTrfang. Rectangular TraQlTriang. Rectangular TraplTriang, Rectangular TraplTriang. Rectangular TraplTrlang, Rectangular TraplTriang, 13aciangutar FrapfTriang, Rectangular TraplTrtang. 375 Alum. Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Leading Loading Loading Loading Loading Loading Tube 'c+ '� u 'u W -6 o '� a 'o i� cs "tf a o -n v u '& o u .. 'o i� u m m m ro m m m m m m m m (q Oi m ra m m aY w m fl.rn m m m m m m +e m m m m m m w w m w w m m m H1uIIIon a as a a s as g Qa a P � a a� a as a s asa a n � a n� a ca n as a a s a+? a sz� a ad n° iia N m m e ro ro m m e ae c w w e tv m as w m m m m o m m e m e m m e 5y0p C m m m U_ iJo U_ U"C7 U OF > _ U'a L]_ UII U_ U II U_ U Y7 U_ (.lam SS Q U_ U iQ V Ua U U � V_ U -� U U� U U'a .°'. W m V ry m ` U U U V'V O O p O p O O N O b 6 N O q Nt O ,S O N i7 d n1 9 o o N Q N �O i O l�f G G [V LO C G _ C N O C w O '^ C fV 0 y O a 7 2 .� ` .0 . a:. r - t 5 C t = � t = ._ C t = t c 3 v o C o o o U - M U Q U Cr O f'!' V V' - U t" -• .0 .G '� L _ C L 7 F. 7 C L /ry/^)� 22 C a ,� C �! C W '7 C W 7 G W L C= 7 G m AN G 0J 7�G C V .�D '� Q C G Cr 3 .2 C 7 � C '� C N '� V CT U) .G€� N -. ¢[e �e ¢ a v Q� :r d �e ¢ PC .. ¢ ¢ t1r �c 4a= ,:: ¢Q: mac. � o 4' �c. ¢� � L ¢ � � c ¢ � � .� arY a ¢ir Z. ¢ nC �'a 4 "' LLI LI 42 in 170.0 620 170.0 435 170,0 744 170.g 478 170.0 8W 170.0 506 170.0 952 17a.0 519 170.0 1116 170,0 521 170,0 1240 170,0 521 148.7 1301 170-0 521 127.5 1301 170.0 521 111-5 1301 170.0 521 W T 48in 170.0 708 170.0 524 170,0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 66i 151.8 1139 170A 677 136.5 1139 170,0 680 113.9 1139 170.0 660 97.6 1139 170.0 680 85A 1139 170.0 680 L _ t) 50,625in 170.0 747 170.0 5M 170,13 80 170.0 $31 IVA 1032 170.0 584 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170,0 756 $7.9 1032 170.0 756 83.9 1032 170.0 756 73.4 1032 170.0 758 t- m = 54 in 1709 797 170.0 612 161,3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.5 907 145.0 714 96,8 907 141.1 710 80.6 907 140.0 709 69.1 907 140,0 709 60.6 907 140.0 709 p ` 60 in 141-1 735 151,5 625 117.6 735 130.3 611 100.8 735 116.0 599 W2 735 106.2 590 78A 735 99.5 583 70.6 735 95.1 578 58.8 735 91,8 574 50.4 735 91.8 574 44.1 735 91.8 574 � CU � 63in 121.9 666 130.0 570 101.6 666 111.5 557 57.0 656 98.9 d47 76.2 666 90-1 538 67.7 666 83.9 531 60.9 665 79.8 526 50.8 686 75.8 621 43.6 666 75.6 621 38.1 666 75,6 521 [a CO z s 66in 106.0 607 112.4 522 68.3 607 06.1 511 75.7 607 85.0 501 66.2 607 77.1 493 58,9 007 71.5 486 5310 607 67.6 481 44.2 607 63.4 476 37.9 607 62.7 474 33.1 6C7 62,7 474 ? z LU ; m = d J 72in 81.6 510 $5.8 443 68,0 SIG73.0 434 68.3 510 64.3 426 51-0 510 57.9 413 45.4 510 53.3 413 40.8 S10 50.0 408 34.0 510 45.9 402 29.2 510 44.4 389 25.5 610 44.3 399 (Jj . o 76 in 69.4 458 72.5 400 57.B 458 61.7 392 49,6 458 54.1 385 43.4 458 48,6 378 35,6 458 44.6 373 34.7 458 0A 368 28.9 458 37,7 362 24.8 458 3.0 359 21.7 458 35.7 358 � o j �Z vj Q � 781n 64.2 435 67.0 381 53.5 435 %8 373 45.9 435 49.8 365 40.1 435 44.7 360 353 435 40.9 355 32.1 435 3&1 351 26,8 435 34.4 344 22.9 435 32.6 341 20.1 435 32.2 340 r r 9nin 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20,9 327 23.7 268 17.4 327 21.0 262 14,9 327 19.3 258 Z Lt7 Q N Min 34.4 287 35A 257 28.7 287 29-9 252 24.6 287 26.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 16-9 232 C7 F tY? W (.0 Q (j) :3 C3 1�0 108 in 24.2 227 24.7 205 20.2 227 20-8 201 1T3 227 18-0 198 15,1 227 16.0 195 X u o 111 in 22.3 215 22.7 194 15.6 215 19.1 191 15.9 215 16.6 188 a w � 120 in 17.6 184 17,9 167 Q ' N 0 Q TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d z 0 0 Anchor Ca aci Table EFss _ m 0 m0 Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU DP ANCHOR CAP. CL pourna� Fitted CMU AT Woad Meta€ ( a�}X ANCHOR GAP."�, O U _"m ��' (Y 5116"Eleo 114"SS Eice 5116"Eloo 114"SS Elea #10 Steel #12 Steel #12 Steel MULLION Faara roan [- -^� Anchor Type: 3116"Eloo Ultracon 1I4"Eke Ultracon 3l16"Elco Ultracon 19'Elco Uttracon Anchor Clip Paitems Ultracon AggreGator Unracon AggreGatar Screw(c35) shrew(GS) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED Edge Distance(in): 1^ 2.1l2" 1" 2-112" 3.11e" 1" 2-112" 1" 2-112" 2" 3-1V 2" 0.48" a.54" 0-324" CAPACITY REQUIRED"CORRESPONDING TO AN aS complying with the Florida Embedment(€n): 1-34" 1-314" 1-314" 1-3I4' 2" 1AM" 1-114" 1-114" 1-114" 1-114" 1-114" 2" 1-318" 1-318" arias ACTUAL PRESSURE REQUlRFMENT FOR THE Building Code 2Anch0rs @ 4.75"Min.0,C,1 Standard or Offset Clip(Fig.1), 3901bs TO Ibs 450lbs 890lbs 1644Ibs 2701bs 260 ibs 354 Ibs 740lbs 374€bs 654 ibs 946Ibs 341 Ibs 442lbs 560 Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION NOA•-No. 'I 7�0630,01 4 Anchors @ 1.15"Min.O.C.I Standard(or Offset)Clip(Fig.2): 460 Ibs 700 Ibs NIA NIA NIA NIA 380lbs NIA NIA NIA NIA NIA 682 Ilan 885 Ibs 1120 ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors @ 3"Min.O.C.1(2)2x5 Angie Clips I(Fig.3), 780 Ibs 780Ibs 680 ibs 1560 Ibs 169616s 540 Ibs 560Ibs NIA 760 The 748 Ibs 88t71bs 1602lbs 682 Ibs 8851tr. 1120lbs MULLION,IT WILL YIELD A MINIMUM ANCHOR Expiration Date 05126/2021 2 Anchors @ 0.45"Min-O.C.I U-Clip,into-125"Alum.(Fig.4): NIA NIA N1A NIA NIA NIA NIA NIA NIA NIA N1A NIA NIA NA 716 Ibs CAPACITY WHICH MAY BE USED TO QUALIFY B 1 Ancharl F•Clip(Fig.5): t951bs 195 ibs 2251bs 4451bs 8221bs 135Ibs 1401bs 177 Ibs 370 ibs 187 Ibs 3321hs d73lbs 17t1 Ibs 221 Ibs 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE Y 2Anchwrs @ 1-15"Min.O.C.!F-Clip(Fig.6): 240€bs 350lbs NIA NIA NIA NIA 1901bs NIA NIA NIA NIA NIA 341 Ibs 442 ibs 560 ibs ANCHOR CAPACITY TABLE. Miami-Da roduct Control NOTE: FOR THE OFFSET CLIP, USE.THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED 1N THE EXAMPLE ON SHEET 24, FIGURE 1: FIGURE 2: TABLE NOTES, ® --I 1,000" r ® 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. 4�tllrrrl FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �� �Y LY1vjV 1,-11 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No, 58705 ANGLE CLIP MUST BE USED IN PAIRS. 1 _ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED � FIGURE 4: FIGURE 5: FIGURE 6: CONCR>ETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED ,375" � Awl? :•' M YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" (U ® THICK.STEEL STUDS TO BE A MINIMUM GLADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT ••' LEAST.125"THICK AND A36.ALL AN CHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2.75"X.375"MULLION f�l sly•..... • 1��� ® THE MATERIAL,.#10 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S,OR 410 S.S. f Ill A, MN P11I iLER,P.E. FL P.E.#58705 TABLE 4A w m Mullion Capacity Table(lbs1b) Oponirlg Width(far vertically-spandT mullions)orOpening Height(for horizontally-spanrlirg muoions) o k o 5C in 60 in 70 in 80 in 90 in 10D in 120 in 140 in 160 in z 4r ug o 1 X Z 75 X Rectangular TrapJTdang, Rectangular TraplTriang, Rectangular TraplTrian-9, Rectangular TraplTriang, Rectangular TraplTdang. Rectangular Traprmang. Rectangular Trapfrdang. Rectangular TraplTrang, Rectangular Trap/Triang_ ' V. Loading Loading Loading Loading Loading Loading loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading oLU .660 Alum. Tube ube U p Ll3 U m m l R (Q yyG {9 G I, Z, _ S4 W R N f6 _ W_ 0� y C O. Q. p A Cnupion as C �W p OF _ 13 3•c U Uv U U Q Xi U u U U CG o N (V p C [i C fV o C N O C N F N C r^N O,,W. C D.'�'^ G N o GG G C N C N C iV C W C N m " o U L `A-"' .0 7 F O_" .0 7 4 d-" ..c 3 0_�" '7 .0 7 .� L y C L O C L j O V O '� ,[r--- O L 7 C _.? IC O ds .00 o L 7 ❑ r- -0 c ° 5n e m nH " m n c " m rw cm n cads as 3n 5 cn� a9 c � 2 c - 1 0m a cair c y a �' �' a W 0 if LU ¢ &' �� aoc �L � � aa� airy da aI �G �� � ate. ¢ e G� �� ¢rem arY � are �� arV ¢ce �U d� LU 42in 170.0 620 170.0 435 170,0 744 170.0 478 170,0 868 170.D 506 170.0 292 170.0 619 170.0 1116 170,0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 1620 170.0 521 138.E 1620 170.0 521 LIJJ 48 in 170,0 708 170.0 524 170.0 850 170.0 584 170.D 992 170.0 630 170.0 1133 170.0 661 170,0 1275 170.0 677 170.0 1417 170.0 G80 141.7 1417 170,0 680 121.5 1417 170.0 650 106.3 1417 170.0 680 [I] 50.625in 170.0 747 170.0 563 170.0 898 170A 631 170.0 1046 170,0 684 170.0 1185 170.0 723 162.6 1286 170.0 747 146.3 1286 170,0 756 121.8 1286 170.0 756 104.5 1286 170,0 756 91.4 1286 170.0 756 Z i- 54in 170.0 797 170,0 612 iT0.0 956 174.4 691 17D,0 1116 170.0 75d 150.7 1130 1T0.0 803 133.9 1130 17U.0 837 120.8 1130 170.0 058 100,5 11 H 170.0 861 88.1 1130 170.0 861 75.3 1130 170.0 861 ED O Cl) CY1 LIU 60in 170.0 885 170.0 701 145.5 915 1fi2.3 761 125.5 915 144.5 746 109,9 915 132.3 735 97.6 915 123.9 726 87.9 915 11e.5 720 73.2 915 114,4 715 62.8 915 114.4 715 54,9 915 114,4 715 ¢ 1- c 63in 151,8 830 161.9 710 126,5 030 138.9 694 108,5 B30 123.2 681 94,9 830 112.2 670 34.4 830 104.8 652 75,9 830 99.4 656 W 3 830 94.5 649 54.2 830 94.1 649 47.4 830 94.1 649 Z .c ci U Q 56 in 132.1 757 140X 650 110,0 757 119.8 6M' 94.3 757 105.9 624 825 757 96.1 614 73.4 757 B9.1 606 e6,0 757 84.2 60D 55.0 7S7 79.0 503 47.2 757 78.2 59i 41.3 757 78.2 591 = �_ LU z 72in 101.7 636 105,8 552 84.8 638 91,0 540 72.7 636 80.1 530 63.6 638 72.2 5Z1 56,5 636 66.5 514 50.9 B36 62.3 5D8 42.d 636 57.2 5Q0 3B.3 636 55.3 497 3i.8 636 552 497 3 y SO 76in $6.5 $71 80.4 498 72.1 571 76.8 488 61. 571 67.4 479 54A 571 80.6 471 48.0 571 55.5 484 43.2 571 51.6 459 36.0 571 47.0 451 30,9 $71 44.8 447 27.0 57/ 4.4.5 446 (n n 78in 90.0 542 63.4 474 66.7 542 70.8 465 57.1 542 62.1 456 50.0 542 55.7 449 44.4 542 51.D 442 40,0 542 47.5 437 33.3 542 42.9 429 28.6 542 40.6 425 25.0 542 40.1 923 a Z 90 In 52,1 407 53,7 361L433.,.4 407 45.4 355 372 40T 39.6 348 32.5 4A7 35.3 343 28.9 407 32.1 338 26.0 407 29.6 334 21,7 407 26.1 327 18.6 407 24.1 322 18.3 407 23,0 319 F QCO96in 42.9 358 44A 320 358 37.2 314 30.7 358 32.4 309 26.6 358 20.8T24"ArI8.7 358 26.1 300 21.5 358 24,0 296 17$ 358 21.0 289 15.3 358 192 264 0- O �pX a108 in 30.1 283 30.8 2555 223 25.9 251 21,5 283 22,5 247 18.8 263 19.9 7e2 1&0 240 15,1 283 16.5 237 o W111 ih 27.8 267 x8,3 242 23.1 267 23.8 238 19.8 267 20.6 235 17.3 267 18.3 Lu 267 16.5 228 O 1Y 120 in 22 D 229 22.3 209 18.3 22.9 18.8 205 15.7 229 1 16.2 202 V x Q . TABLE 4B ¢ ~z O O ANCHOR CAPACITY ADJUSTMENT FORMULA: � Q g mO ..o Anchor C act Table ins 0. .a a ANCHOR CAP. TABLE FRO M1I Substrate: 2.7k Concrete 3,5k Conc_ Hollow CMU N Filled CMU PT Wood Me1a1 {DPRE,)X ANCHOR CAP. _ 5115"Elco 114"SS E§ca 5116"Elco IA'I SS Elco 910 Steel #12 Steel #12 Steek MULLION CAP..,,,_ � � � ❑� x� AnchorCUtp Patterns Anchor Type: 3116"Elco 111t€aoen 3l4"Elco Ultracon Ultraoon 3115'Elco Ultracon 114"Elco U1Fraccn AggreGatar Ultracon AggreGator Screw{C,5} Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED Edge Distance finy 1" 2-112" 1" 2-112^ 3-116" 1" 2-112" 1" 2-11211 2" 3-118" 2" 0AW Q.Sa" 0.32V CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida Embedment(in): 1-314" 1-3I4" 1-314" 1-314" 2" 1-114" 1-114" t-11/4" 1-114" 1-1/4^ 1-114" 2" 1-3I8 1 3l8" vanes ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 2 Anchors @ 4.75'•Mim O.C.I Standard or Offset Clip(Fig_1} 390 tbs 3901bs 450Ibs 890Ibs 1644Ibs 2T0lbs 280Ibs 354Ibs 740lbs 374Ibs 664 Ibs 9461bs 341 lbs 442lbs 560lbs OPENING,WHEN €T 15 LOWER.THAN THE MULLION NOA-No. 7-O63OA1 4 Anchors Q 1.16"Min.O.C.I Standard(orCfftset)Clip(Fig.2): 480Ibs 700Ibs NIA NIA NIA NIA 360 lbs NIA NIA NIA NIA NIA 6821bs 885 ib 112C INS CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 4 Anchors @ 3"Min.O.C,1(2)2x5Angle Clips/(Fig.3): 780Ibs 780lbs 6801Ls 1560Ibs 18961bs 540 lbs 560lbs NIA 7601bs 74B Ibs 8801bs 18921bs OK It's 885 bs 1120 lbs MULLION. IT WILL YIELD A MINIMUM ANCHOR 2 Anchors @ 0.45"Min.O.C.I U-Clip,inlo.125"Alum.(Fig_4J: NIA NIA N/A N/A NIA NIA NIA N/A N/A WA NIA NIA NIA N 7151bs CAPACITY WHICH MAY BE USED TO QUALIFY By 1 Anchor I F-Clip(Fig_5): 1951bs 195lhs 225Ibs 445 Ibs 822Ibs 135 lbs 140lbs 177 Ibs 370lbs 187lbs 3321bs 473lbs 170 lbs 221 lbs 286lbs ADDITIONAL ANCHOR OPTIONS FROM THE Miami;-Da roduct Control 2 Anchors @ 1,15"Main.O,C.1 F-C(ip(Fig.0): 240 lbs 350 lbs NIA N/A N/A NIA IN lbs NIA NIA NIA NIA N/A 341 kbs 442 Ibs 5601bs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, FIGURE 1: FIGURE 2: TABLE NOTES: �- ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/CR OPENING WIDTHS IS ALLOWABLE. ��NN�O.-,.... /� FlCURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALD. FOR EXACT DIMENSIONS,SEE SHEETS 21-23. iGEAdg� l i ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, NO. 58705 ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SMALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED 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" LL A S EEL STUDS TO BE A MINIMUM GRAD TE OE 33 AND X46"THICK(18 GAUGE).STRUCTURAL STEEL TO 13E AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW FHREADS BEYOND 1"X 2.75"X.650"MULLION 'cCOR1il�••' �9�C��` THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �i� tS f �� A. LYW IM LLER, P.E. FL P.E.##58705 TABLE 5A cIr Mullion Capacity Table Ibstf) ® � to s Opening Width(for vertically-spanning muffions)or Opening Height(for horizorrtally-sparv>ng mdlians) �1� o � 50 in 80 in 70 in 80 in 90 in 10D in 120 in 140 in 160 in 2 U- Rectangular TrplTriang_ Rectangular TrapfTtlang. Rectangular TraplTriang, Rectangular TrapTTriang. Rectangrtler TraplTriang, RectangularffLc2�ng Rectangular TraplTriang, Rectangular TrapfTtiang. Rectangular Trapflriang. 1"x 3.125"x Lcading Loading loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading loadingbOQ"Alumi� _ z y� Ta v is u.,. u u.. cs ea T 3 e.� u 7S. o e� 'p,r. "� .� n u o e3a 7> o t�.. o i� o e5 Tube Mull W N h W 9 W W y [6 G G� Ctl C I f4 W pp �¢ tl W [C W W W W W � lSf Q W a W W fi d R pfNm6 G R R v m M G W m� W fd A is t6 W to G tp_ Cat U_ Ua U U v U U 'G U U � ta. R.� a �.� m �� eca m� m m e W �4a c. �v W;? c ru q i =tV $ m c cv `o c `o c N `a c nt ii c m m U N u m c N U m c U v U c U' U c U U U Uv .. a7 .0 S s � Li QC Cy..E " ' a a 6 p N "d AI p iV C N o. � `�7Q .." N V C - y V C7' _ N U - IC U rr v �-. �, U iT '� 0 6 - U C - U S ' .ffff a L.,_ .� a C C Q� a C C N 7 C GF .3 4i 7 C N 7 C a17C U .Ll C P Cr C C U1 jU) W¢ tr y ¢� �� err as a� �� a� � �LG arc as � ¢ r � tX �v Q� ¢� � a �� as z. W re LLI 42 in 170.0 620 170.0 435 17C,C 744 170.0 47a 174.0 868 170.0 506 170.0 992 170,0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 154.4 1802 170.0 521 w - C� 48 in 170.0 708 170.0 524 170.0 85q 17D.0 584 i70.0 992 170.D 630 170.0 1133 170.0 661 170.0 1275 i7(3,0 677 170.0 1417 170.0 684 157.7 1577 170„0 fi80 135.i 1577 170.D 68D 118,2 1577 170.0 660 m 50.625in 170.0 747 170.0 563 170.0 896 170_0 631 170.0 1046 170.0 684 170.0 1195 170.4 723 170.0 1345 170,D 747 i70.0 1494 170.0 756 141.7 1495 170.D 756 121.5 1495 17D.0 756 106,3 1495 170.0 756 H � a 54in 1701) 797 170.0 612 170.0 95LU 6 17D.0 691 170.0 1116 170.0 754 170.0 1275 17q.p 803 166,1 1401 170.0 837 149,E 14D1 170.A $56 124.6 1401 170.D 86i 1Dfi.8 14g1 170,0 861 93.4 1401 170.0 861 [Y1 C7 W ce) L1.1 60 in 170.0 885 170.0 701 170.D 1063 170.0 797 158.5 1156 170.0 878 138.7 1156 1870 928 123.3 1156 156.5 917 111,0 1156 1493 910 92.5 1156 144„5 9(3 79.3 1156 144.5 903 69.4 1156 144.5 903 Q h" c0 (' 63 in 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 860 119,8 1049 141.7 846r74 ID49 1320 836 95.9 1049 125.5 828 79.9 1049 119,3 82C 68.5 1049 118.9 8" 59.9 1049 118,9 819 j U) Q 86in 166.8 955 170,0 789 139,0 -955 151.3 80d t19.i 955 133.7 788 104.2 955 121A 775 955 112.6 765 83A 955 106.4 757 69.5 955 09,8 749 59,6 955 96.7 746 521 955 98.7 746 Z Z U o m � C a c() m 72in 126.6 803 134.9 597 1D7.0 $03 114.9 682 91.8 803 101.1 67D 80.3 803 91.2 659 803 83.9 649 64.2 803 78.6 642 $3.5 803 72.2 632 45.9 803 69.8 628 40.1 8M W7 627 W 3 a � o 76in 109.2 721 114.1 629 91.4 721 97_D 616 78.Q 721 85.1 605 88.3 721 76.5 505 721 70_i 586 54.6 721 65,d 579 d5.6 721 59.4 569 39.0 721 56.6 584 34.1 721 56,1 563 d { 78 in 101.0 684 t05.4 599 04.2 684 89A 587 72.2 684 78,4 576 63.1 664 70.4 567 684 64.4 558 50.5 684 59,9 551 42.1 6B4 54.1 541 36 1 684 51.3 536 31.6 684 50.6 534 C1 I- _ go in 65.8 514 67.9 456 54.8 514 57.3 448 47.0 514 SD,D 440 41.1 514 44.6 433 514 dC.S 427 32.9 514 1342127.4 5T4 33.f3 412 235 514 30.4 406 20.6 514 29.0 4q3 h C Z 96 in 54.2 452 65.7 404 45.2 452 47,0 396 38.7 452 40.9 390 33.9 452 36,9 384 34,1 452 32.9 376 27.1 452 22.6 452 26.6 365 19.4 452 24.2 359 ib.9 452 22.8 355 a () �108 in X1 357 38,9 322 21.7 357 32.1 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 22.7 303 19.0 357 15.9 357 18.0 293 13.6 357 16,2 287 11.9 357 15,C 283 111 in 36.1 338 35,8 306 28.2 Lij 338 30.1 301 25.D 338 26,1 296 21.9 338 23.1 292 19,5 338 20.8 258 17.5 338 14.6 338 16,5 278 12.5 338 14.8 273 11,4 338 13.6 269120in 27.7 269 28,2 26,3 23.1 289 23.7 259 19.8 289 20.5 258 17,3289 18.1 252 15.4 289 16.3 249 13,9 289 11.6 284 12.8 240 9.9 289 11.4 236 8.7 269 10.4 1 232 1 X Q © Q TABLE 5B RrlcharCapaclty Ta61e llhsy ANCHOR CAPACITY ADJUSTMENT FORMULA: } a-�� � '� � ANCHOR CAI=. CL a _ m© m0 Substrate: 2.7kCCm0e auconc. Ho1oWCMU Filled CMU PT Wow M661 DP FR�AiTAKE U = m � 3� i� ( qE,)X =ANCHOR CAP,,,,, ;� o 5116"Etco 114"55 Eico 5r16'Ec o 114"SS Elro #10 Sim #12 Steel 612 3tzei %MULLION CAP.11 Mi T1111 Anchski'yp� 3f15'€ICoURr�Cn i!4"E1coUltracon �13"EktrUlEracon 1l4'ElcotJlirdcon AncharCllp Pattems Ultracco AggreGatnr Ultracnn AggfeGZor Screw(G5) Screw(G5) Scrm(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED €dceCistarceon). I 2-112' 1" 2-112" 2-118" 1" 2112"' 1" 2112 2' 3-11i3" 2' fl.d3° D.5e1" 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida ErnbeMent(Iri: 1-S14" 1-14' 1314" 1314" 2" 1-V4" 1-114" 1-114" 1-V1 1-114" 1-114" 2' 13?8" 1 8" vares ACTUAL PRESSURE REQUIREv1ENT FOR THE Building Code 2 Anchors 4,751 Min.O.C_1 5tand8r�'or Oust Clip(Fig_ 3): 390 iba 390 III 450[bs 890 1@5 1644lbs 2701be 2W N 354 Ibs 740 it'fi 374 Ibs fi644 946lbs 541 Ibs 442lbs ties OPENING,WHEN IT IS LOWER THAN THE MULLION NQA-No. 17-0630.01 4 Anchors @ 1,151'Mln.O.C-I Standard(or Offset)Clip Fig 2} 480 Ms 700 its NIA NIA NIA NIA 3aa" NJA NIA NIA NIA NIA 682lbs 6851tis 1120 Ass CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 4Anchors @ 3"Min.O_C.I(2')2X5AngleClips 1(Fig.3): 780 Ibs 780 bs 680Ibis 1560Ibs I Ibs 5,40lbs f&A IN NIA 760Its 748 Ibs SM Ibs 1892lbs 682lbs 68S Ibs 1120 Its MULLION. IT WILL YIELD A MINIMUM ANCHOR 3Amhors @ 0.45"ilin.O.G.i U�llp,inta.125,Alum(Fg 4). NIA. NIA NIA NFA NiA NIA NIA t41A NIA NIA p11A NIA NIA 1073 Its CAPACITY WHICH MAY BE USED TO QUALIFY Bye " 1 Artet)orl Pe1ip(l tg.$): 195 Ibs 131bs 225 fbs 445 ib5 t322lbs 1351bs 1771hs 3701t5 187!bs 3321tn 4731bs 170lbs 2 1 Ibs 284 Ibs ADDITIONAL ANCHOR OPTIONS FROM THE Miami-D a Product Control 2 Anchors @ 1.15"thin,O.CJ F�CIIp(Fig 350 Ibs I NIA NIA NIA NIA 19D Ibs NIA NIA NIA NIA NIA 341 lbs 442 Its 56D Ibs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. H1.000"-I FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING_ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO(OR OPENING WIDTHS IS ALLOWABLE. 3.125" �+Y LYE ® . . • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �� 'A.. . ... ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. � fc� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.55705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE~SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED 500" p, � CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED `Q 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.STEEL.STUDS TO BE A MINIMUM GRADE 33 AND_045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 3.125"X.s"MULLION �� 5 ATE �L! LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1"VF MULLION) Of�[L1A x ® THE MATERfAL.#10 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S,OR 410 S.S. • ��' 0 ti', A„ &NNIN4111ktt , P.E. FL P.E.#58705 TABLE 6A Mullion Capacity Table(lbzM2) a ro $ Opening Width(for vertically-spanning mullions)orOperling Height(for hodwrlally-spartrting mUliorts) o 5II n HD in 70 in 50 in 90 in 100 in 129 in 140 in 1 EG in 4i LL Rectangular Tra Trian Rectangular Tra ITrian . Rectangular Tr; Trian Rectangular Tra rlan . Rectangular Tra Trian . Rectangular Ara Q g � g' 9 p 9 � !� 9� p1T 9p1 g gu WTriang, Rectangular TraplTriang. Rectangular AraplTriang_ Rectangular TraplTriang. 7 X 4 x.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Load€ng Loading Leading Loading Lead ng o 4 w Alallrt Tube r r^ e U o a e o o a ea n u o c W o �+ v o o� U Mt1ii1Q17 m a m y m m ups m m m m w e m m mL m w m pq m m m m m m m R ao m m m m to d m c m m m m m �' V R U U N m R l6 CL-0 R R i � R N �+ l0 2:2 Iff G 1CL 4 C G W rL rx C pp a 1 G R a fl. F4 fl. ❑.L Q. _ !tl N R m is m G �c N c c c -o C U� U U m U Ur1 U Uc U Ua U Ua U Uo U Ua U_ Ua U_ U U U � U o a o v_ o ' a d o c o c a. c `o c `o . c c °_� c c °? U _ _ a a a o� `o. a o. ii c c c y _ c_, s a o_ c o a` m m V S7 m O R V ✓T C3 Q .0 L S L .0 O O 7 L w 4 ! c. Q tY c Q nC Tc LC ,z c. m .ci C m L d m vC v Q c c `a W H m er = n a C] a a ra 3 cm v� Sn �' � c �� cm n ca�i ew w v vv U) t� 'm GY M Q� � c Qrd �c 4 (8 c 4 � c < x � � Qtr �� Q� G 4CC '� QCC ; c ¢ ma c Q � Z 0 a: LLI i 42 in 170.0 620 170,0 435 170,0 744 170.D 478 170.0 868 170.0 506 170.4 992 170,0 519 170-0 1116 170.0 521 170.0 i240 17D.0 621 170,D 1488 170.0 521 145.8 1489 170.0 521 127,6 1489 170,0 521 W 48 m 170.0 708 70.0 524 170.D 850 170,D 584 170.0 992 170.0 630 170.0 1133 170A 661 170.0 1275 170.0 677 156,3 1303 -170.0 680 13D,3 1300 170.0 680 111.7 1203 170,0 $80 97.7 1303 170,0 680 !Y J 50.626 in 170.0 747 170.D 663 170.0 60 170.0 631 170.0 1046 170.0 664 170.0 1195 170.0 723 156" 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 75fi 100,4 1235 170,0 756 87.8 1235 ]70.0 756 1�- � � m _ tz7 W O i 54in 170.0 797 170.0 612 170.0 956 170.0 591 170.0 1116 170.0 754 154.4 1158 170.D 803 137 2 1158 170.0 837 123.E 1158 170.0 856 102.9 1158 170.0 861 88,2 1158 170.0 861 77,2 1158 170.0 Sal - U) 60 in 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 815 1112 1042 136.8 801 10D,0 iD4Z 130.2 791 83.4 1042 125.1 782 71.5 i042 125.1 7B2 625 i042 125.1 782 d �� Cfl Li 631n 170.0 930 #70.0 745 151,2 992 163.6 818 129.6 992 144.4 799 113.4 992 131.0 782 100.E 992 121A 766 90,7 992 114.8 758 75.6 992 108.4 745 64,8 992 10H.0 744 56.7 992 108.0 744 Z 6610 165.4 947 170,0 789 137,E 947 148,0 786 118,1 947 130.3 768 103.4 947 117.7 752 91.9 947 108,7 738 82.7 947 1D22 727 68,9 947 95.1 713 59A 947 94.0 711 51.7 947 94.0 711 in ; m T 72 in 135.9 849 142.7 737 1#3.2 849 121.6 722 97.0 849 106.9 708 64.9 849 96,4 696 75.6 849 89,7 eas 67.9 849 82.7 675 66.6 849 75.3 659 48.5 849 72.5 652 42,5 B49 72.4 651 6 =U to LLI ° 761n 116.5 762 120.7 665 96.3 762 102.E 652 82,5 762 94.0 640 72.2 762 80,9 629 64.2 762 74.2 67-0 57.8 762 69.2 613 48A 762 62,8 602 41.3 762 59.9 597 3G.1 762 59.4 595 � I Z 78in 106.9 724 111.4 634 89.0 724 94,6 621 76.3 724 82.9 609 66.8 724 74A 599 59.4 724 6&1 591 53.4 724 63.4 583 44.5 724 57,3 573 36.2 724 54.3 567 33,4 724 53.5 565 Q I- 90in fi9.6 543 71,8 433 58,0 543 60.7 474 49.7 543 52.9 466 43.5 543 47.1 458 38.6 543 42.8 452 34,8 543 39,5 446 29.0 543 34.9 436 24.6 543 32.1 434 21.7 543 30,7 426 Z Z 96 in 57.3 478 $8.9 427 4T8 478 49.7 419 40,9 478 43.2 412 35.8 478 38.5 406 31.8 478 34.8 400 28,7 478 32.D 395 23.9 47H 28.1 388 20.5 478 25.6 380 17-9 478 24.2 376 C'3 Q Z 1-- LD m :30 did 108 in 4D.3 377 41.1 341 33.5 377 34,6 335 26.8 377 30.0 330 23.2 377 2&6 325 22.4 377 24.0 321 20.1 377 22,0 317 16.8 377 19.0 310 14,4 377 i7.t 304 " c° h v 111 in 37.1 $57 37.8 323 30,9 357 31,& 318 26.5 357 27.6 313 23.2 357 24.4 309 20,fi 357 220 305 18.5 357 2D,1 301 15.4 357 17.4 294 NLIJ X 120in 29 3 306 29.8 279 24.5 306 25,1 274 21.0 306 21.7 270 1&3 306 19.2 287 16.3 306 17.3 263 O �i 4t 144 in 17.0 212 17.2 196 Q Q Q TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: 3- 2.a Z CO Anchor Ca aCi Table Ibs a - mii Substrate:j 2.7k Concrete 3,Sk Cenc. Hollow CMU Filled CMU FT Wood metal DP X ANCHOR CAP.eo„7 L3 °� 5 ( Rom) ( )=ANCHOR CAP,,,,, r v, n o_ Anchor 5l16"Elsa 1!4"SS Elca 5116"Elsa 114"SS Elco #10 Steel #12 Steel '912 Steel MULLION CAP.�oMr aE PRODUCT REVISED Type 3J16"Elao Ultracon 114"Eico Ultracon 3/16"l lco Utt acoh 114"1 1ea U€tracon Anchor Clip Patterns Ultracon AggreGator Ultracon AggreGatcr Screw(G5) Somw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Edge Distance Gn) 1" 2-1f2" 1" 2-tt2" 3-ve" 1" 2-v2" 1" 2-t12" 2" 3.1l8" 2" 0'48^ 0.54" 0,324" CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Embedment{in}: 1-314" 1-3l4"° 1-314" 1-314" 2" 1-114, 1-114" 1-114" 1-114 1-1J4" 1-1l4" 2" 1-3I8" 1-301 caries ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 Anchors @ 4.75'-Nino-C./Standard or CfFset Clip(Fig. 1&21: 390 lbs 3901tas 450Ibs 890 lbs 1644 lbs 270!bs 2801bs 359Ibs 740 Ibs 374 Ibs 604Ibs 946F 442Ibs 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 0512612021 4 Anchars @ 2.25'Min.C.C.1 Standard{or C3#lset)Clip(Fig.3): 700 Ibs 70ff Ibs 580 Ibs 1410 Ibs 952 lbs NIA 560€bs N/A 630 lbs NIA B80 lbs NI 9a5 ibs 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchors @ 1.15'Min,C.C.I Sprxiard(orOttsetj Clip(Fig.4): 9601bs 1400Ibs NIA NIA NIA NIA 760 fps NIA NIA N/A NIA tdJ 1774}Ibs 2240 Ibs MULLION. IT WILL YIELD A MINIMUM ANCHOR By4Ancho s @ 3°Min.U.C.1(2)2%SAngle Clips f(F�.5): 7801bs 7801bs 6801bs 1580 Ibs 1896Ibs 540 Ibs 5601bs NIA 760Its 748lbs 880lbs 1892 885 Ibs 1120 ibs CAPACITY WHICH MAY BE USED TO QUALIFY Miami-D a Product Control 6 Anchors @ 3"Min.O.C.1(2)2x5 Angle Clips i(Fig.6}: 11701bs 1170€bs 1020#bs 234G lbs 2844Its 810 Ibs 84016s NIA 11401bs t122 ibs 1320 Ibs 2838 1327 Ibs 1&0€bsAC7DITIONAL ANCHOR OPTIONS FROM THE 4 Anchors @ 0.45'Min.Q.C.1 U-0lip,info,1Z5"Aivm.(FQ.T): NIA N!A N/R NIA NJA NJA NIA NIA NIA NIA NIA NIA NIA 1430 fbs ANCHOR CAPACITY TABLE. 2 Anchors @ 2.25'"Min.p.C.l F-Clip IFg.8): 3501 350 tbs 290 lbs 705 lbs 476 Ibs WA 280 lbs NIA 315 Jbs NIA, 440 lbs NIA 341 lbs 442 lbs 5EI31bs 4Anchors @ 1.15"Min.O_C.1 F-Clip(Fig,9}: 480 ibs 700€bs N!A NIA NIA -N/A 380 lbs NIA WA N/A NIA NIA 682 lbs; a65 lbs 1120 lbs NOTE:FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 0 • a 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE +� • • a • A a a SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \:�- 110 ,.,'.. CE YNIV 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" � �y TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW Y No.58705 FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED a ® a CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW 125" S ATE Q ( � • ® SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL ;ter ' .�CC712iDI'.• '� \` STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(16 GAUGE)_STRUCTURAL STEEL TO BEAT LEAST,125"THICK ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& (!/�OnVAL e� #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. V X 4"X.125" A LT'lNNI R ILO_ fit! P E MULLION FL P.E.#58705 TABLE 7A ® o o � o Mullion Capacity Table(lbs111) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) o o c 50 in 60 in 70 in 80 in 9D in 100 in 120 in 140 in 160 in V 0 Rectangular TraplTriang. Rectangular TrapiTriang, Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular TraplTdang, Rectangular Trapff4ang. Rectangular Trap/Triang. ,Rectangular TraptTdang. Rectangular TraptTdwg. o, 9 '�7� Loading Landing Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading ` o � Alum.Tube li N in W m (Npp {l6 ryy y4(q¢y m cd i6�e W i6 ,d [C fQ N 1G IQ itl 10 ttl W V`�i m ea W N W t6 N m R N lC N m la m fA (n a4 m EIS 1 11sllion G U _ L! Q L] V m N G p n tt fl d Q C 9 Q Ct G 0. 0. 2 d Q n Ll L Q 0.L1 Q O A G L 4 A_ N " _ c` c`3 +� vc3 c c� c3 c t`3 c'3 c� c` G c t4" c� c3 c m c `o o r o m c o`d L `a a `o i] O O p O...., o `1 ._ p C O G O _ Q O O O o o V o O ,O _ - L .0 '� L JC _ _ L 3 .0 ,C � L ^J L ; _ .0 7 L L 0 TC a 'C t L �'//•rye t I'•' l] l]' L1 - U a - U E'r' - ❑ U [S Q rr �" yy V - a Cr - rrpp U G Q' [S V U Q' U V Cr yN� U ? U f.! Cl z T- 1 S S C C1 C 4] C G3 a d 7 C 9i C q3 7 C 6i ,p C 7 C N y L C d C N 9 d F C Gl 7 C N A C U �. G U 9 C 61 fl.l t!J L.7..3 c ¢ ¢ rL � c Qo. �� Qff �a ¢ rY 2c Q (Y s-r 4'a � ..� ¢ �' � ..- Q' a' c Q1Y, c ¢0. �� KCiL --- 4a1 Q FY � c SG>r �c ¢ti � � ¢rY � ..r Qa LU 42in 174.0 620 170.0 435 174.0 744 970.0 478 170A 868 170.D 50s 170.0 S92 170,0 519 9700 9916 170.0 521 774.0 124fl 170.0 521 17D.0 1488 170,0 521 174.0 1735 170.0 521 170.0 7983 17DA 521 W 48 in 170.0 708 170.0 624 170.0 B50 170.D 584 170.0 992 170,0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.D idtl 17a fl 68p 170.0 7700 170.0 680 170.0 1983 170.0 680 157 8 2024 170A 680 J (/} F50.625in 170.0 747 170A 563 l70.0 a9S #74.0 631 170.0 1046 17D.o 684 170.0 1195 174.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 174,0 7793 170.0 756 156.D 1919 170,0 756 136.5 1919 170,0 756 F W o }-- Min 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 170.D 856 159.9 1799 170.0 661 137.1 1799 170.0 861 120.4 1799 170,0 861 LU C7 {l7 ch 601n l70A 885 170.D 709 170.0 1063 170.0 797 170.0 1240 170.0 878 170,0 1417 170.0 944 170.0 1594 170,0 996 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.D 1619 170.0 1063 97-2 1619 170.0 1063 ¢ )� 0 0 63 in 170.0 930 170.0 745 170.0 1118 170.0 850 170,0 1302 170.0 940 170.0 1483 170,0 1015 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 166.5 1158 100.7 1542 167.9 1167 88.1 1542 167.9 1157 s 66in 170.0 974 170,0 7$9 170.0 1159 173.0 903 170.0 1364 170.0 1D02 160.6 1412 170.0 1086 142.8 1472 168.8 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1108 91,8 T472 146.D 1104 80.3 1472 146.4 i104 z° m r _ C) rn c� 72 in 170.0 1p63 170.0 878 170A 1275 970.0 1009. 15D.8 1320 IM.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.6 132a 128.6 1049 88.0 1320 117.0 1024 75.4 Q20 112.6 1013 66.0 1320 112.5 1012 u� W 3 y0 J 761n #74.0 1l22 l70.D 937 149.6 1984 159.4 i0t3 128.2 1184 139.9 994 1122 1984 125.7 978 99.7 1184 115.3 964 89.8 1184 107.5 952 74.8 1184 97.6 935 64.1 1184 93.1 927 56.7 1184 92.3 925 J C!)o Uz M 781n 166.1 1124 17D.D 967 138A 1124 147.0 965 118.6 1124 128.8 947 1013 1124 115.6 931 92.3 1124 105.e 918 83.0 1124 98.5 906 69.2 1`124 89.D 690 59,3 1124 84.3 881 51.9 9124 83.2 878 ) ` r 90in 108-1 844 111.5 750 90.1 844 94.3 736 77.2 84.4 82.1 724 67.6 844 73.3 �73iZ L49.5742 66.5 702 54.0 844 61.4 693 45.0 B44 54.2 678 38.6 844 50.0 668 33.8 844 47.7 662 F_h^ zN96In 89 1 742 91-5 fi63 74.2 742 77.2 652 63,6 742 67.2 641 56.7 742 59.8 54.9 fi22 44.5 742 49.8 614 37.1 742 43.6 500 31.8 742 39.8 59D 27.8 742 37,5 584 d I"'- Lt7 SO Q3C?i 1487rf 62.6 586 63.9L433 0 52.1 586 53.8 521 44.7 586 46.6 513 39A $66 41.4 in 37.3 498 31.3 586 34.2 492 26.T 586 29.6 461 22.3 586 26.6 472 19.5 586 24.7 466 n (/} O111 in 57.6 $55 58.83 48.0 555 49.5 495 41.2 555 42.9 487 36.0 555 38.0 34.2 1 473 28.8 555 31.3 467 24-0 555 27.1 457 20.6 555 24.3 448 18.0 555 22.4 442 �120 in 45.6 475 46,4 38.0 475 39.0 426 326 475 33,7 420 28.5 475 29.8 1-t co 2fi,8 4D9 228 475 24.5 404 19.0 475 29.1 395 16.3 d75 18.7 387 14.3 475 17.2 381 O x 144 in 26.4 330 28.75 22.0 330 22.4 301 l8.9 330 19.3 297 16.5 330 17.0 S < Q V C LJ LJ 0. .c ANCHOR CAPACITY ADJUSTMENT NT FORMULA- � O ._ m TABLE 7B � Anchor Ca ity Table lbs ANCHOR CAP.,.__) o Q� � Substrate: 2.7k Concrete 3.%Conc, Hallow CMU Filled CMU PT Wood Metal (DP_)X = 4 DPANGHOR CAP. 5/16"Elco 114'SSEico 5116"Elco 1/4'5$Elca 410Steel 412Steel #12Steef AJIULLIONCAP.F� ,Ae� PRODUCT REVISED Anchor Type 3/15'Efeo Lilkacarr 1I4"Elco Ultraccn 3116"Elca Ufiracon 1!4 Elca Ultraeon AggreGatar Ultracon AggreGator Screw(G5) Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR AtichorCtlpl�attef�ls Uttracon as complying with the Florida Edge Distance(in): 1" 2-1/2" 1 2-117, 3,118" 1" 2-412'. 1" 2-11F" 2" 3-1/8" 2" 0.45" 0.54" 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Fmbedment(in): 1-314" 1-314" 1 1-3/4" 1-314" 2" 1-1/4" 1-114" 1-114" 1-IN' 1-IA" 1-114" 2" 1-316" 1-3I8" varies ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630,01 2 Anchors @ 4.76'Min.C.C.1 Standard or Offset Clip(Fig.1&2): 3901bs 3901bs 450 ibs 890lbs W44lbs 274 ftas 2B0Ibs M4 Ibs 743 ibs 374 fhs 664 Ibs 946Ibs 341 Ibs 4421bs 5B0 Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Anchors @ 2.25"Min.04./Standard(or OfTset)Clip(Fig.3r 700 lbs 1 700 Ibs 580 Ibs 1410 Ibs 952 Ibs N/A 560 lbs NIA 630 Ibs NIA 580 Ibs NIA 682]be 885 Ibs 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 8Anchors @ 1.15"Min.O,C.I Standard(orOKaet)Clip(Fig.4): 9601bs 1400 Ibs NIA N/A NIA NIA 760 lbs NIA NIA N/A NIA NIA 1363 Ibs 1770 Ibs 2240 Ibs MULLION. IT WILL YIELD A MINIMUM ANCHOR By . 4 Anchors @ 3"Min.O.C.1(2)2x5 Angle Clips I(Fig.5): 780 Ibs 780 Ihs 680 Ibs 1560 Ibs 1896 Ibs NO Ibs 560 Ihs N/A 760 Ibs 748 Ibs 88o Ibs 1892 Ibs 682 lbs 8851 1920 Ibs CAPACITY WHICH MAY BE USED TO QUALIFY Miamr ' e Produe#Control 6 Anchors @ 3"Min,O.C.1(2)20 Angle Clips I(Fig.6): 1170 Ibs 1170 Ibs 1G20 Ibs 2340 Ibs 2844 Ibs $10 Ibs 640 Ibs N/A 1140 Ibs 1122 Ibs 1320 ibs 2839 Ibs 1022 ibs 1327 Ibs 16H Ihs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors @ 0.45"Min.O.C,1 U Clip,Into-125"Alum-(Flo.7)_ l ftA NIA NIA N/A NIA NIA NIA NIA NIA N/A NIA NIA NIA NIA 14301bs ANCHOR CAPACITY TABLE. 2 Anchors @ 2.25"Min.0,C.1 F-Clip(Fig,8): 350 flss 3511 Ibs 290 lbs 705 Ibs 476 Ibs NIA 280 Ibs N/A 315 Ibs N/A 440 Ibs N/A 341 lbs 442 lbs 560 Ibs 4 Anchors @ 1.15"Min.0,C.1 F-Clip(Fig.91:1 480 lbs I 7001bs N/A N/A NIA NIA 3801bs NIA NIA N/A NIA NIA 682 lbs 885 Ibs 1120 lbs NOTE: FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN[AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE fl: FIGURE 9: 1)SEE SHEET T FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS- • • • • • • ! $ • • • • /// 2)LINEAR INTERPCLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 13ALLOWABLE. NAI 3)MULLION AND MULLION CLIP Q� �Y / '�✓ii • • • • • • • • • S SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000" e` t 1 • SI.IEE I S 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIM ENS fONAL RESTRICTIONS 4.00fl" 1~1a. 58705 SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6; FIGURE 7: 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND • ® • ° ° GROUT-FILLED CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ��°� FATES • • • o • 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.045" .375" �x ® ® THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 1"X M X IO 1"X 4°X.375"� L MJ ��P P.E.ANCHORS INTO WOOF]MAY BE STEEL, 18-8 S-S.OR 4'10 S.S. "T" MULLION MULLION A. L'fIW11 EI'I#I411�1F�, . FL P.E.#58705 w rn TABLE 8A cl' I Ilion Capacity Table(lb511 ) z Openi»g Width(forverticafly-spanning Ir1tlfons)01 Opening Height(for Flotizarttally-sparinirlg mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 In ci p 1,261, 25„X Rectangular Traprtri Rectangular.. TraplTriang. Rectangular TraplTriang. Rectangular TraplTriang. Rectangular Trapariang. Rectangular TraprTdang. Rectangular Trap�Tdang. Rectangular Trapfr€iang- Rectangular Trapl7riang. ��' a, � Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading 3.188"x 4`oC1 a�N ;Tra-Jo kSn u �c zaG tm1r 2!1�=SJ rn Zc z _± A l �w _ R m m m m 265"Blum _ m m m o m� nM a .� a a a- CL ZmL 1_Y �am 4oU M �_- ia� m m o 5 5 o U i 8 CS a 8 a 8 8 S M r -66 '• Um r c a c a _ a c Tube Mull oo WCa y .u� 0 Cr 0 Cr 12 Q Q LU Q Q c 42in 170,0 620 170,0 1 435 170.0 744 170.0 476 170.0 868 170.0 506 170,0 992 170.0 519 170.0 1t16 170.0 621 170,0 1240 170,0 521 170.0 1488 170.0 521 170.0 1735 170,0 521 151,E 1769 170,0 $21 LLJ 49in 170.0 708 170.0 624 170.0 850 170,0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170,0 1417 170,E 680 i5d.$ 1548 170.0 680 132.7 1643 170,0 680 116.1 1548 170.0 680 Z) C0 Sq,6251n 170.0 747 t7tl.0 663 170.0 896 170.0 63i i70.0 1046 1740 684 170.0 1195 17Q.0 723 170.fl 1345 170.0 747 167.0 1d68 i70.0 756 139.2 id66 tT0-0 756 i19-3 1468 170.0 76fi rG4.4 i46S 170A 756 T IY F-- 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 163A 1376 170.0 637 146-8 1316 170.0 855 122.3 1376 170.0 861 104.8 1376 170.0 861 1376 170.0 861 W m U) U U) 60In 17C.0 855 170.0 701 170.0 1063 170.0 797 158.9 1158170.0 878 1390 1158 167.4 930 123.E1158 156.8 919 111.2 1158 t50.0 912 92.7 1158 144.8 905 79A 1158 144.E 905 1158 144.8 905 I- G 63in 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 962 120.1 1051 142.0 848 106.7 1051 132.3 337 %.1 1051 125.7 B30 80-1 1051 119.5 822 68„6 1051 119.1 821 1051 119.1 621 � Q 66in 167.i 957 #T0.0 789 139,3 957 151.E 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112.8 767 83.6 957 t06.6 759 69.6 957 100.0 750 69.7 957 98,9 748 52.2 957 98.9 748 z° m T_ 0 80 69.9 629 40.2 0 6 ,8 6 sue128.7 804 135.2 698 107,3 $04 1152 684 91.9 804 101.3 671 BOA a04 91.4 60 71.5 804 $4,1 60 64.4 80 78, 63 53.6 804 7 .3 33 46-0 .o 72 in-t 76 in 109,4 722 114.4 630 912 722 972 618 78,2 722 85.3 606 68,4 722 76.7 596 60.8 722 70.3 588 54.7 722 65.5 530 45.6 722 59.5 670 39.1 1 722 W.7 565 34.2 722 56-2 584 J 0 �� of� 2 76in 101.2 685 105.6 60D 84.4 685 89.5 588 72.3 685 78.5 5T7 63.3 685 70.5 5e8 562 685 64.5 560 50.6 685 60.1 553 42,2 685 54,3 543 36.2 685 61.4 537 31,6 685 b0.7 536 co SO in 65 5,9 15 68.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 515 40.6 42S 33.0 515 37A 422 27.5 515 311 413 23.5 515 30.5 407 20.6 515 29.1 404 Z � N ¢ (�} Q X C_4 96In 54.3 453 55.8 404 E29�3 453 47.1 397 38.6 453 41,0 391 33.9 453 36.4 386 30,2 453 33.0 379 27.2 453 30.4 374 22,6 453 26.6 366 19.4 453 24.3 360 17.0 453 22.9 356 (� 00 m a{� 20 100 in 38.1 358 39.0 323 356 32.8 318 27.2 358 28.4 313 23.8 358 25.2 306 21.2 358 22.7 204 19.1 35$ 20.8 300 15.9 358 18,0 293 � �� 0 CC) LU 111 in 35.1 $38 35.8 306 336 30.1 301 25A 338 26.1 297 22.0 338 23.2 293 19-5 338 20.9 289 17.6 338 19.1 285U u)120 in 27,8 290 28.3 264 290 23.8 260 19.9 290 2D,6 256 17.4 290 182 253 15.4 290 16.4 249 " 1441n 16-1 241 16.3 186 t O 0 JY ❑¢ � Z U) CO TABLE$B ANCHOR CAPACITY ADJUSTMENT FORMULA, O �b � m� 03In� AnchorCapaeI Table(lbs) ANCHOR CAP.�o r�Le � r Substrate. 2-7k Cosr�e 3.5k Conc. Holm CM0 �Fted CMtl FTWa7d Mdal (DP,.))( ` ) =ANCHOR CAP.tea. \MULLION CAP.�,o"r�,� Anchor Typi-_ 3tt8 ElcaUliacon ft1"E�oliltraenrt SIT Elca 3116 EferrUlt t dd"EEcaUIh�Can 114"SS Elca &W Elco V4"SS a #10 steel #12steel #12 steel PRODUCT REVISE© lknchal-Clip Pafiems iAggregator Uttracen A�reCatox screta(G5) 5c€ew(GS} Sc€egra(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Ed jit istame(ink 1° 2-1/2 1" 2-1t2' 3-Val 1^ 24ffi' 1~ 2-V7 2" 310 2' GAO` 0 sw D-3247 CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Enlbec511e€C €n}: t3t4 t4^ 1314° i�Ia" 2" 1-1r4 1-1l4r t-tll 1-v 1' 1-t14° 1114' 2 1 3ra 18'^ va�ias ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Anci as 473'F1in.O.C.I Stanciard er Offset Clip(rig. 1)_ 3901bs 3o]Itxi 450Its f�90lbs 16"bs 270lbs 280 ibs 354 113s 740lbs 374Ibs 664 Its 0451bs 341lbs 4421ti 560lbs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Archm Oa 1.15"Min.O C_;Standad(01 Offset)Clip Fig.2) 4801bs 700 bs NIA i NIA 1 380 Ibs i iNIA NIA i 682 lbs W Its 1120 Its CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anc[90rs Q T'i O_C.t(2)a5AngleClips I(F4 3)_ 7W lbs 780 Ibs em 11 15&0 lbs 1Sq6111 540lbs 5£O lbs NIA 76011 748 Ibs 880Im 19921bs 682lbs 885 Ibs 1120Ibs MULLION, IT WILL YIELD A MINIMUM ANCHOR By 4 Are a@ OAT'kiln.Q.C-!U CI1p,into.125'Alu€n_(Fig 41 N/A NIA NIA i NIA NIA NIA NIA NIA N/A NIA 1'itA N/A NIA 14W Ibs CAPACITY WHICH MAY BE USED TO QUALIFY Miami-bad roduct Control 1AncbortF-Cllp(Fig.5i 195lbs 105lbs 24Ibs 445Ids - 822IDS 135lbs 1401bs 177Ibs 370fts 1871bs 3321bs 473lbs 170bs -Eli_Ibs 2B0Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchar 1.15'Min.O.C.1l ip{Fig.6) 240lbs 350lbs NIA NIA NIA NIA 1W Ibs NIA I i i NA 341 bs 442 tbs 560 Fos ANCHOR CAPACITY TABLE. NOTE;FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE.2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��� �O -,.• •.., fri FIGURE 3: 3.188" � ,. ' LiCEN,96 •f(� f� ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE R`.' CLIP MUST SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 58705 ® ® ® BE USED SHCWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND • -7 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL '•% �2TE FIGURE 4: FIGURE 5: FIGURE iBE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE �'� 601 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND ® 045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL 1.25"X 3.188"X.265"MULLION ® ® ANCHORS INTO METAL.SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1 114 VF MULLION) 7f 71 f 1�j�j l 1 ` #10 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S,S,OR 410 S,S, A. LYNN MILLER, P.E. 0 FL 158705 m TABLE 9A ® �n N Mullion Capacity Table pbslfe) Opening Width(for verlleally-spanning mullions)or Opening Haight(for horizontally-spanning mullions) o Q 50 in 60 in 70 in 80 in 90 in Ica in 120 in 14JdL 160 in °z q 0 Rectangular TraplTdang Reclangular TraplT€iang. Rectangular Traq+Triang. Rectangular TraglTriang. Rectangular TraplTdang. Rectangular &apl7riang. Rectangular Trap!]'rian Raotan ular g. RsC1an afar Tre lTdan'1.25 x 3.25 8 9 9 9 9 g 9 g g gg ggg P 4 Loading Loading Loading Loading Loadin Loading 1 aading Loading Lvarkn Loatl[n Loading Loadin Loading Loadin Loadin Loading Loading o `g x.400 Alum.Tube w i Z1 ? r i o U -. u ..•. � o .-, s3 u .-. 'u a .. u o o.•.. o .- u r. o � � u �. .-. a 'U.-, u. Mullion �R ��ay� pp� jR� R � $�cQQ � �1pp j�p_� � � {� ��� � >��� �� p�f_� �� ��� jsQ 1p� Sip _� (� J>�_� � �y � �� � j��_ � ��q � _� � �� �,Q1 GC./ C.1 (.YB '¢pX1tG� v V CJLnF Qzs 9 L O L O '3+ .5j� OL O O O p r lGl q Q4 3c t � Qt 40� d�� Q� ¢t1 �' �E 3 - ' c ' ' 1."Q q q � c q � c Q E tLn uC 1 j 42in 170-0 620 170,0 A35 170.0 T44170.0 478 170.0 S68 170,0 505 170.0 992 170.0 519 170,0 1116 i7p.0 521 153.3 111E 170-0 521 127,7 1118 170,0 521 109.5 111a 21 95.8 1118 170A 521 C)49 in 170,0 708 170.0 524 170.0 850 1T0.0 684 167,E 978 110.0 630 146-7 978 170.0 661 130,4 978 170,0 6TT 117-3 976 170-0 680 07,8 978 170,0 rap 83.8 978 0 73.3 978 170,0 680 raj � (A 50.625In 170.0 747 170,0 563 170,0 896 1Ti3,0 631 150.7 927 170,0 684 t3L8 927 188-5 708 117.2 927 159.i 899 105-5 927 156-3 696 87.9 927 156.3 695 75.4 927 156.3 695 65.9 927 156.3 895 Of 64in 170-0 797 170,0 612 154.5 868 170.0 691 132.5 869 153.9 601 115.9 869 141.8 669 103,0 869 134,0 680 92.7 869 129.8 654 77A 869 128,8 852 66.2 a89 128.8 652 57.9 869 128,8 652 :E Q ei 601n 143.2 746 153.8 634 119.4 746 132.3 620 102LLI .3 746 117.8 6D8 89.5 740 107.8 590 79.6 746 101,0 592 71.6 746 06.6 587 59-7 746 93.3 583 51.2 746 93,3 583 44.B 746 93.3 583 r� CO Cn J U7 LLI 63ia 123.J 677 132,0 579 103.1 677 113.2 516 68.4 677 10p,4 555 77,3 677 91.4 546 68.7 677 85.2 539 61.9 677 ai-0 534 5i.8 677 77,0 529 44.2 677 76.7 529 38,7 677 76.7 529 ¢ U Ur r. 651n 107.6 617 114.1 530 89,7 617 97.6 519 [59.2 76,9 611 86.3 609 67.3 817 78.3 500 59A 617 72,6 494 53,3 617 68-1 489 44.8 617 64A 483 33.4 017 63.7 482 33.t3 617 63.7 482 LU Q 1z 72in 82.8 518 87A 45U 68,1 518 74.2 440 518 K2 432 51.8 518 58.8 425 46.1 518 54.2 419 41A 518 50-7 414 34.5 518 45.6 408 29,6 518 46.0 405 26.9 518 45-0 405 � 6>: J � o0 lfi in 70.5 465 73.7 408 5617 466 62,6 398 50.3 465 54.9 390 44.1 465 49.4 384 39.2 465 45,3 378 35,2 4G5 42-2 374 29.4 465 38-3 367 25,2 465 36,5 364 22.0 465 36.2 363 s 78 in 65.2 441 08,0 387 54,3 441 47.7 373 46.6 441 50.6 372 40.8 441 45A 366 36.2 441 41.6 260 32,6 441 383 356 272 441 34.9 349 23,3 441 33A 348 20.4 441 32-7 M6 p v © 90 in 42.4 332 43.8 295 35,4 332 37.0 289 30-3 332 32,3 284 26.5 332 28.8 200 23.6 332 26.1 276 21.2 332 24-1 272 IT7 332 21.3 266 15.2 332 W6 262 13.3 332 1&L 280 j � r r r 66 in 35.0 29t 35,9 260 29,1 291 30,3 268 25.0 $91 26.4 252 21.9 291 23.5 248 19A 291 21-3 244 17.5 291 19.5 241 14.6 291 17.1 286 12.5 291 15,6 232 Z 0y cr7 108 in 24,6 230 25.1 208 20.5 230 21.1 205 17.5 230 18,3 201 15A 230 16.2 198 C7 d X Z 111 22.8 2OD 18 23.1 197 18.9 218 19A 194 1G.2 21a 1616 191 i4.1 21a 14.9 18e p ~ ° 6 Q 4; N 0 0 124 in 17.9 i8T 18,2 170 1A.9 487 15.3 167 °� (n � � C3 < r '0/� �0�/� TABLE 9 ANCHOR CAPACITY ADJUSTMENT FORMULA: m �a 'TO Anchor Capacity Table[IGs) O r2 90� Sebstraie: 2-7k Concrete 3.Sk Cont. 14otlow CMU F(tfed CMU PT Wood Metal DP ANCHOR CAP- [ AFO)X j =ANCHOR CAP,,,,. X-2 Anchor Type., 5f'r6"Etco 114"SS Elco 5116"Etna 114"SS Efco #10 Steel f112 Steel #12 Steal MULLION C�P•.o,ava� vpe., 3116"Eloo Ultracon 114"Elco Ultranon 3116"Elco Ultracon 114"Elco Ultracon PRODUCT REVISED Anchor Clip Patterns Ultraonn AggreGator Ultracen AggreGator Screw(G5) Screw(05) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Edge Distance(in): 1" 2-112" P• 2-112" 3-1I8" 1" 2-112" In 2-112, 2" 3-118" 2" 0.48" 0.54" 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Buifding Code Embedment(in): 1-3f4" 1-314" 1-3f4" 1-314" 2" 1AX 1-114" 1-114" 1-114" T114" 1-114" 2" t-318" 1-318" tortes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2gncttors(r 4,75"Min.O.G.I Standard or Offset Clip{Fig.ly.1 3901bs 390 Ibs 450]bs 890 ibs i644Ibs 2701bs 200Ibs 3541bs 740 Ips 374 Ibs 86q Ihs 9461hs 341 Ibs 442 ibs 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration bate.. 5126/2021 4 Anchors @ 1.W,Min.O.C,18tan lard(or Oltset)Clip{Fig.2y 480 Ibs 700 Ibs NIA NIA NIA NIA 3601bs NIA NIA NIA WA NIA 682 Ibs 8851bs 1120lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors(�3"Min-O.C.1(2)2x5 Angle Clips!{Fig.3): 780 Ibs 780 Ibs 6801bs 1560 iba 489$Ibs 540 ibs 5601bs NIA 760 Ita 746lbs 680 Itrs 1892 Ibs 682[�s 8851bs 1120 ibs MULLION. IT WILL YIELD A MINIMUM ANCHOR By 3Anabm(g 0.54"Min.O-C,1 U-Clip,Into-100"Alum.(Fig.4� NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA 950lbs CAPACITY WHICH MAY BE USED TO QUALIFY Miami D Product Control 1 Anchor F-Clip(Fig,5x 1951bs 195lbs 225lbs 4451bs 8221bs 135 f6s 140 Ibs 1771bs 370 Ibs 107Ibs 332 Ibs 473lbs 1701bs 221 Ihs 200lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors 1,15"Min.O.C,1 F-Clip(Fig.6): 240Ibs 350 lion NIA NA NIA NIA 190 Ibs NIA NIA NIA NIA NIA 341 ibs 442lbs 560Ibs ANCHOR CAPACITY TABLE. ' I i TABLE NOTES: FIGURE 1: FIGURE 2: 1.250„ I- 1.250"-1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I I ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. t t 1 t I 1 1!!f s FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3,250" \� ���Y LYr IV ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.250" �� • ' 44CItiIgF'•�(� /i CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. : �"•' (� BE USED 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 LZ= 6063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND © g AfE FE(!; J 0 .045"THICK(18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL '100" �� � ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. �/Lr #10&##12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S.OR 410 S.S. 1.25"X 3.25"X.10q" 1,25"X 3,25"x.1©a" MULLION FOR MULLION FOR FIELD-MULLED UNITS FACTORY-MULLED UNITS t f I S L A. LYNM Mlu' N, P,E. FL P.E.#58705 a i TABLE 10A `1 Mullion Capacity Table(Ibs)fta) 4k, Opening 1Nldth(forver€ically-spanning mullions)orOpenlhg Height(brhorizantall"panning mullions) o� Q 5Q in 60 in 70 in 80 in 90 in 106 in 120 in 140 in 160 inLL L i �z ti 1.25 X 3.26 Rectangular TrapTriang. Rectangular Traplrrisng, Rectangular Trapfr6ang. Rectangular TroplTriang- Rectangular Trapllriang. Rectangular Trapl7riang. Rectangular Traplrriang. Rectangular Trap/Tdang- Rectangular TrapTriang. Loading Loading Loading Loading Leading Loading Loading Leading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading x.624 LLI U Alum.Tube Y ri r Y y A w i 'a U,-. a 0- o '=i+ `o o.-, '& 'u a 'a,... 'o 'o '� to ._ ._ Mullion ro m m n m o in m m m N m p c a n m nn n m ° �' o a n� m m n a m p m� o.G a a� �- W �• iA m N m N G".+ R m++ Sp Ia C. m ro c W m G ttl W�• ftl 4 m N C. u m to w w m tv m m�- U U a U 47•q U U U U U U U U a U U n U U t� U U a U [.Y a U (� U U U LJ-rs U U " f Y u >u c e m c r= m w. _ m SS U m U U a U U U U Zi _ - .a L a s.� o' -a o s a` L•�-� o `e o, o`' o `•� a a cv� `e.� o L c m o a y i] O' _ U fT P P N U !]' - 4� - 1J D' "" CY - Ls lT U [T ' a � � q c dr c dr tK 2 A c. c ,X �- a a .n a .eroa m m c m •" b ro m c m a y m u Q .c�' m LLI 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 113.11 Me 170.0 992 170.0 51E 170.0 11t6 17Q.6 621 170.0 12,40 170.0 521 170.0 1488 170.0 521 170.0 1736 170.0 521 170.0 1983 170.0 521 > z Z 48in 170.0 708 170.0 524 170.0 850 170.0 584 171.0 992 170.0 630 170.0 1133 170.0 681 170.3 1275 170.0 677 170.0 1417 170,0 660 170.0 1700 170.0 6B0 169.7 1079 f70.0 680 148.5 1979 170.0 680 � _ U) 50.525 in 170.0 747 170.0 563 170.0 E96 170.0 631 11Q.0 1046 170.0 684 174.0 1t95 170.0 723 170.0 1345 170.0 747 i70.1 f494 170.0 756 170.0 1793 170.0 756 162.5 1877 170.0 766 133.6 1877 173.0 756 �' _ 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170,0 754 170.0 1275 170.0 B03 170.0 1434 170.0 637 170.0 1694 170.0 866 156.4 176E 170.0 Bel 134.1 1769 170.0 861 117.3 1759 170,0 061 (ry W Q F- fillin 170.0 885 17fl.0 701 17Q.0 1063 170.0 797 170.0 12d0 770.0 670 170.6 tA17 170.E 944 161.1 1511 770.Q 996 145.0 1511 LLJ 170.0 1033 120.E 1511 170.0 1963 103,E 1611 170.0 1063 90.6 1511 170,0 1063 0 tW 63in 170.0 930 170.0 745 170.0 1116 170.0 B60 170.0 1302 170.0 S40 166.6 1370 170,0 1016 1392 1370 170.3 1076 125 3 IWO 164.0 1082 104,4 13to 155.E 1072 89.6 1370 155.3 1070 78.3 1370 155.3 1070 `� ~ 0 0 66irt 170.0 974 170.0 789 170,0 116E 170.0 903 155.6 1248 170.0 1902 136.2 1240 166-6 1013 121.1 1248 t47_i i000 108.5 12A8 139.0 989 90.e 1248 130.d 978 77.6 124E 129.0 S75 68.i 1248 f29.0 975 ©- Q ? Z Q) 6 m °7 72in 167.0 1049 174.0 676 139.9 1049 1512 992 119.9 1049 132.1 875 104.9 1049 119.1 660 912 1049 109.7 848 63.9 104E 102.7 638 69.9 t049 94.3 625 58.E i049 9f.2 820 52A 109E 91.f 820 � � �, v tlC} 0 76in €42.7 941 149.1 822 Yt8.9 941 126.8 605 101.E 941 i1f2 791 89.2 9d1 100.0 777 79.3 941 91,7 756 71.4 941 85.5 767 69.5 341 77.5 744 51.0 941 74.0 737 A4.G 991 73.3 736 v 0 o rr3 Z To in 132.0 894 f37.6 783 110.0 894 1i6.9 767 94.3 894 102.4 753 82.5 894 91.E 740 73.3 E94 84.1 730 66.0 89d 7B.3 721 55.0 694 70.7 707 47.1 894 87.fl 701 d1.3 $sA 66.7 698 C go in 85.E 671 88.7 596 71.6 677 74.E 585 63.4 671 65.3 575 53.7 671 58.2 56S 47.7 fiJ1 52.E 558 43.D 671 46Nt .8 551 35.B 671 43,1 639 30.7 &71 39.7 531 26 E 5J1 37.E 526 l- 1,) Z tp <, 63 61 96 in 70.8 690 72.3 527 59.0 5W 61.4 518 50.6 590 53A 509 44.3 590 47.5 542 33.3 590 43.0 494 36.4 690 39.6 489 29.6 590 34.7 477 25.3 590 31-6 469 22A 590 29.8 464 108in 49.7 466 50.8 421 41.4 466 42.0 414 35.5 466 37A 408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23,5 382 17.0 466 21.2 375 15.5 466 19.6 370 0 F- 00 cc 00 60 111 in 45.6 441 46,7 400 3E 2 441 W3 393 32.7 44.1 34.1 397 28.6 441 30.2 362 26.4 441 27.2 376 22.9 441 24.E 372 19,1 441 21.5 363 16,4 441 19.3 356 14.3 441 17.8 351 Ul 00 Crl 120 in 36.3 378 36.E 344 30.2 378 31.4 339 26.E d78 26.8 334 22.7 376 23.7 329 20.1 HE 21.3 325 18.1 376 19.6 321 15,1 378 16.7 314 r14 Y 144 in 21.0 262 21.2 242 17.i 262 17.8 239 15.0 262 16.3 236 V O O T ip TABLE QB ANCHOR CAPACITY ADJUSTMENT FORMULA. 13© O Anchor Capacity Table(Ibs) p is Substrate: 2.7R C,onerate 3.5k Conc. Hollow aw} Fines CMu ?T Wood ANCHOR CAP.FROz U Metal (OP�)x �� -ANCHOR CAP,",, i= Q rrs A o -NielE1co tje sS Elco 515'I1cco 114'Ss EIco 7114 Steel #12steel #12 steel MULLION CA4-,FHOMTAA E PRODUCT REVISED Anchor Type: 3I16 Eleo tlltracan 114"FE[oL#Itracon2J16"Elco LBtratcat 174"Elca Uttraton ,4nchorCiip l'attertls ultrason AggreGator Uuractxt AgOraG�nr Screw(Cs) Screw(G5) Scr w(c5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Fdge astame{tn): 1" 2-1i2' 1" 2-112' 3.113, 1" 2-1t�' 1" 2-11T 21 &1!$" 21 0,48" 0.5e 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Emdecenent a): I-W I-NX 1-314" 1-N4" 2" f-1l4" 1-11-0" 1-1/4" 1114" 1-i14" 1-114" 2' 1-318" 13& varies ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No, 17-0630.01 2 Anchors @ 4.75'Min,0.0.1 Stan=or Offset Clip{Fig.Iyj 200 lbs 390ft 45010s 890 lbs 1644 lbs 270lbs 2W Ibs 35411)s 740 tb3 374 Ibs 664 lbs 946 lbs 341 Ds 442 Ito 560 IM OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 5f26/2027 4 Anchors @ 1.15"Min,O.C.1 Standard W Offset)Cllp{Fig.2): 480 lbs 700€bs NIA NIA NIA NIA 380 lbs NIA NIA NIA NIA N1A 662lbs BPS Ito 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED -` 4Anc hors @ 3"Min.O.C.I(2)W Angle Clips l(Fig-Sy 760 lbs 780 ILs 6W lhs 15601bo 4696 Ibs 540In 560 fps NIA 160103 748 Ibs 660 nr 1892Ibs 682ibs 05 lbs 11201W MULLION. IT WILL YIELD A MINIMUM ANCHOR By Anchors 0.54"Mitt,O.C.!U Cttp,into,100 A1unt.{F1g.4y NIA NIA NlA WA NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA 950 lbs CAPACITY WHICH MAYBE USED TO QUALIFY Mia ml-Dn Product Control 1 Arr horI F-Clip(Hg 6) 195lbs IG15lbs 225lbs 4451bs 822 Ids 135lbs 140Ib3 177 lbs 370Its 187lbs 332 WAS 473 1Lb 170lbs 221 tts 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2A%hors @ 1.19'Mitt O.C,/F-cUp(Fig,6): 240105 350lbs NtA NIA I NIA NIA 190Ibs NIA NIA NIA WA WA 341 lbs 442It3s 5so Ibs ANCHOR CAPACITY TABLE, FIGURE 1: FIGURE 2: TABLE NOTES: -1.250" ilp 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. `�ti 11 i 1111 I77 I FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR.EXACT DIMENSIONS,SEE ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.250" a 3.250" � � . ' 4ECENS0 CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ® No. 56705 BE USED = '>k' : IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIRCATIONS.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 BE4" .624"6063-T5 AND BE A MINIMUM OF,100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND �a '• 37A E C1 � .045"THICK(18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST,125"THICK AND A36.ALL r� •, FtORiDp ,. '���� ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25"X 3.25"X.624" 1.25"X 325'X.624° #10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FOR MULLION FOR IIVAL ® FIELD-MULLED UNITS FACTORY-MULLED UNITS �l r i 1 l I A. LYNN MILLER, P.E. FL RE.#58705 1 i TABLE 11 A Mullion Capacity Table Iftrt2) ® g i Opening Widih(for vertically-spanning mtgions)orOpening Height(for harizartallyspannirg mullions) nL� a 50 in 60 in TO in 30 in N in 100 in 120 in 140 in 160 in 2U :Q k U F U 7 Zfix3.94 Rectangular Trap?Triang_ Rectangular TraplTrFang. Ractarsgular Traprl'rlang. Rectangular TrapTfriang, Rectangular Traplfriang. Rectangular Trap71'riang. Reclangu€ar TraplTriang. Rectangular FraplTriang_ Rectangular TraprFriang. �� .� w Loading Loading Lao ding Loading Loading Loading Loading Loading Loading Leading Loading Loading Loading Loading Loading: Loading Loading Loading 2 .°i w x.62d o U Alum.Tube Y z M 13 Z .6 r v r 2 y u Mullion U �� � a u. u� a � U Z Z V U r - U � - � w u � V U� .� u U 46 N iP Q W m N N m 10 N {IA N N N W m N c m W L, Otl N ttl Ip N N N W IR N W m W W N W W Yi m d. .P C 0.3? 0..fl d r?. w.O a a. a s a 9 a IQ v t9 tp U U v G3 U v U v C1 U [3 U LJ U m V u U V U-c {•.1 U-sa [S V V U a U U _ -c S? LS-a U i.J ro U U � U U " ' _n s ' o s' c ,`n_ a` ~ '9 a _ a o K a y o n A G a a Ai c W 3 c U W .+n V N '� W tf ly C C d U N N Ks - rp LI - M V J V N U iT = U - 0 Lo m [ ¢ g Q ¢tK ¢ c drC c acc d` c ¢ Qrr ¢ aC dt� Q d` c rr c 4 12v Q a z u3rrLU 42in 170-0 620 170.0 435 170.0 744 170-0 476 170.0 $68 170.0 506 170-0 932 170.0 519 170.5 1116 170.0 521 170.0 1240 170.0 521 170.0 148 170.0 521 170.0 1735 170,0 521 17D.0 1903 17Q_0 521 d _r 40 in 179.0 706 170.0 524 170.0 050 170.0 584 170-0 992 170.0 b30 170.0 1 U3 170.0 661 170.0 1276 170.0 677 170.0 1417 170-0 680 170.0 1700 170.0 680 170.0 1983 174.0 680 170.0 2267 170-0 580 W 50.625in 170.0 747 170.a 663 170-0 696 1700 631 170.0 1646 170.0 684 170.0 1195 170.0 723 170.0 1345 170.3 747 170.0 1494 170,0 756 179.0 1793 170.0 755 17U_0 2092 170-0 756 170.Q 2391 170.0 756 0 54in 170.3 797 170.Q 612 170.0 956 170.0 691 170,0 1116 1700 754 170.0 1275 170.0 803 170.0 1434 '170.0 a37 170.0 1594 170,0 856 170.0 1913 170.0 861 170.9 2231 170A 861 166.2 2403 170.0 661 0 W p � F_ LLJ O 60in 170.0 885 170-0 701 170.0 1063 170.0 797 170,0 1240 170_0 878 1700 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 1TO.Q i063 1"8.3 2103 170-0 1063 129.8 2T53 170.0 1063 Cl) 63in 170.0 930 170.0 745 170.0 1116 170.0 660 170.0 1302 170.0 940 170.0 148$ 170.0 1046 iTO.a 16T3 170.0 1976 1T0.0 1e69 170-0 1122 156-9 2060 170.0 1469 134.5 2060 170.0 1171 1t7.7 F060 170A 1171 � }- [ G LEI Z �. t3 6 p� 66 in 170.0 974 17D_0 T89 170.0 1169 170.0 903 170.0 1364 170.0 1002 170-0 1550 170.0 10�66 1T0,0 1753 170-0 1165 170.0 1346 170.0 1210 143.0 1966 170.0 1275 122-6 1966 170-9 1286 107-2 1966 t70-0 1286 72 to 170.0 1063 170.0 878 170.0 1275 1711.0 1009 170,0 1468 17113 1126 170.6 1700 170.0 1228 154.1 1734 170.0 1315 138.7 1734 169,8 1386 116.6 1734 155.9 13fid 99.1 1734 150.4 1352 86.7 1734 150.2 1352 z -1 c o(� 0 75in 170.0 1122 170.0 937 170.0 t346 170.0 1080 t6e.5 15$$ 1TO.Q 1209 147A 1E56 i65-2 12'85 131.1 1556 161-5 126E 117.9 1556 141.3 12SI 98.3 1556 428.3 1229 842' IE56 122,3 1219 73.7 1b56 121.2 1216 LU m W �( � o 78in 170.0 1151 170.0 9S7 170.3 7381 i7Q.0 1116 155.R 1477 1$9.3 1245 135.4 1477 152.0 i2?4 121.2 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 11 6.9 1169 77.9 1477 110.8 1158 682 1477 109.3 1154 Y 90in 142.0 1110 146.5 986 119-4 1110 123.9 968 101.5 1110 107.9 951 0$-9 1110 98 3 93E 78.9 1110 07.E 922 71.0 1110 80-7 910 5S2 1110 T1.3 BI 50.7 1110 65.8 070 44 a 1110 62-7 970 Z I- i�C ,� � � 56in 117.0 975 120.3 a72 97.5 975 101.5 856 83.5 975 $83 842 73.2 975 78,5 B29 65.0 975 712 817 69A 975 65A 007 48.8 975 67.4 789 11 41-9 975 52-3 775 36.5 975 49.3 767 I- Q Z N 100in 822 771 84.9 696 68.5 771 70-7 605 583 771 613 674 9i,4 771 54-3 664 453 771 49.0 655 41.1 771 44A 647 34.3 771 W9 632 1 29A 771 350 621 25.7 771 32A 612 IL iiiin 75 7 730 77.3 661 63-1 730 65.0 650 54.1 730 56-3 644L21�7 736 49.a 631 4TI 73tl 45.0 622 37.9 l30 41.1 614 31,5 730 3b.6 500 27.0 730 31.9 5a9 23.7 730 29.5 681 LO a o W m 12Uir, 59.9 624 610 669 49-9 624 61.2 560 42.8 624 44A 552 624 39.2 644 33.3 624 35,3 537 30.0 624 32.2 531 21-1 624 27.7 519 21.4 624 24,5 509 18.7 624 22.5 501 O i{ Y 144in 343 433 35.1 409 28.9 133 29A 395 24.e 433 26.4 350 433 22 4 38b 19.3 433 29.9 381 17.3 433 18.2 376 r {V O TABLE 11 Bin 4�0 AnchorCapecity Table(Iles) ANCHOR CAPACITY ADJUSTMENT FORMULA: O - w v Substmte: 2.7k Concmte 3.Sk Can - Hdtow CMU Fitistl CMU PFY+dW[1 Meal ANCHOR CAP.yr,o„T,�� o (Di_)X . =ANCHOR CAP.,,,. 599`I Ito 114"SS Elcc 511b"Etce 114"58 Elm Ale smei 412 steel #12 Steei MULLION CAP, �M,.a F AnctwrTyp�e; pia Elco U!lr�an V4°�Ita UltracOti 3115'"67co UOr�an 1f4"E!C❑illfracon r PRODUCT REVISED Anchor Clip Patterns Uttracarr AggreGator Ulvacon AgareGrtpr screw(05) Screw`4 Scram(G� USE THIS FORMULA TO OBTAIN THE'ANCHOR as complyingwith the Florida Edge Ustarice(n� 1" 2-112 1" 2-112" 3-71e°' V 2-v2� 1 2-112 z'. 3116" 2' a.4e° 13.54^ 0,324, CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Errlbedatent(n)., I-2V4 1�14' 1-314" 1-&4" 2" 1-114" IAA 1-1l4" I-V4" 1-114- 1-114" 21 1.319" 1-re" varies ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 AncWrs Q 4.75'Min.t1_C.I&,%Marc a Offset Clip(Fig-1). 3101 l0s 390 lbs 450 lbs 890 lbs 16.4 Ms 270IN 280 If s :s54 Ias 740 IE 3741bs ss4 ils 946 Ibs 341 Ibs 442 Ibs 5&0 Its OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Ar0m Q 1.15'1 Min,0-C_I Stalaard(or Di#=_et)Clip(Fig. 2): 480 ibs TOO 1b, NIA NIA NIA N/A 3S0 IIn NIA NIA NIA NIA NIA c821bs 086 Its 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED � 4Anchors @ 3"kiln.O_C.r(2)a5Angle Ups I(Fg.3} 780IM Too tes MG lbs 16601bs lm i s 540lbs 560lbs NIA 750 its 7413 lbs SM lti 18921ts 602€bs 8651b3 1120 its MULLION. IT WILL YIELD A MINIMUM ANCHOR By 4Armtmrs Q 0.`4"Mon.O.C.!ll }ip,tnicr.lOU"Alum (Fig 4} NIA NIA NIA N/A NIA N!A _WA NIA NIA MIA WA PUA NA NIA 1267lbs CAPACITY WHICH MAY BE USED TO QUALIFY IVliamt-Da Product Control -- IAmWNF-CDp(Ftg_61 11?5lbs 1951los 225lbs 445lbs 62"2lbs 135IDS 140Ite 177lbs 370lbs 18711)s 3321bs 47,9 t7Qlbs 2211bs 26011M ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancnors Q 1.16"Min,O.C.!F-Clip(Fig.% 240 lbs 35O lbs NIA NIA NrA NSA 19Q lbs WA N/A N/A NIA NIA 341 Ibs 442IIS 560 Itx ANCHOR CAPACITY•TABLE. FIGURE 1_ FIGURE 2; TABLE NOTES; II 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS F �� 0 Bf=USED SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. O 58705 r IN PAIRS. ~ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETEBLOCK UNIT(CMU)SHALT_CONFORM TO ASTM C-90.WOOD SHALL -7 FIGURE 4: FIGURE 5: FIGURE 6; BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 624" ®� S ATE C(�� .045"THICK(18 GAUGE)-STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL - - � �C�s " :rz_ORtf}P.-•'�\�`� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIALS/ #10$#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S.OR410 S.S. ��� ONA'L 1-25"X 3.94"X.624" A. MtNIEISL} , P.E. MULLION A. P.E.#58705 TABLE12A Mullion Capacity Table(Ib5t) Opening Width qor vertically-spanning rndlions)or Opening Height(for horizontaily-spanning Inuliions) ® � 50 in 60 in 70 in $D in 90 in 100 in 120€n 140 in 160 in d Q z w V Li Rectangular rap/Triang. Rectangular TraptTriang. Rectangular Trap/Tdang. Rectangular TrapJTriang, Rectangular TrapfTriang. Fectangular TraplTriang. Rectangular TraplThang, Rectangular 7ragfTciang. Rectangular TraplTriang. U a C} �� Loading Wading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Load ng Loading I`�i � H Alum.Tube Z^_ 21 �_ _ _ _ _ _ _ � _ T_ _ a _ o z .� c s U U U GillOn 4a o n pa a n c aAQ cR a a a a = g n n si a h m m m U U _ [] U V V SJ U b [.m) Um AQ V (J ' [ c. n.A n a-8 m c m m 1L �t m m m �- m a a a a a as a a a. r€`i o. _ c d c m c c c U w U (�® U _ U a U ( (� f� 13 s 6 a ty 8 C3S v U_ (�z r� `a. `o . 1 `o . a `o `o `o. o { a o o c o a sz� o c c m us m n rs = y r o o• - n a - m n o- G s ' c • N .3.,� o 5 = CrLcx yr r u ;� o s c ar ,' c m ,n c ro c m c m 'S '�' m c ar '3.p c 4 OG c Q c q flC c Q i K c d� c 6' c U 0'c QtY '�c QIK .�v CQ" �� q� �o qlY mac- QfY �c Q: 4. cj1L' �� 4LC �c `� c m -5 K S� u)Q) i. 42 in M0,01620 17D_0 435 170.0 744 17D.0 478 174.0 868 170.0 506 170A 992 174A 519 170.4 1116 170,0 521 170.0 1240 1TO.D 521 170,0 1488 'f70.D 521 170A 1735 17D_D 521 t70.0 1983 176.0 521 W W 1I) 48 in 170.0 LLJ 708 170,D 524 170,0 B50 17D,0 584 170.0 992 17D-D 630 170,0 1123 170.0 65i 170,0 1275 170,0 677 170.0 1417 170.0 680 170.0 17Q0 170A 680 170.0 1983 170.0 680 170,0 2267 170.0 680 _j 50.625in 174,0 747 170.0 563 170.0 896 170.0 631 170.0 1046 470-0 684 170.0 1195 170.0 723 t70.0 1345 170.0 747 170_D 1494 170.0 756 170.0 1793 170.D 756 170.0 2D92 17D.4 756 170.0 2391 170.0 756 � 54in 170.0 797 170.0 612 17D.0 956 170.0 691 170A 1118 170.0 754 170,01 1275 170.0 8D3 17D.0 1434 17D.0 837 170.0 1594 170.D 856 170,0 1913 170.0 881 170,0 2231 170.0 861 170_Q 2550 170.0 '861 o F 60 in 170.4 885 174.0 701 170.0 1063 170.4 797 170.0 1240 170,0 875 170,0 1417 170.0 944 170_D 1594 170.D 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170,0 2479 170,0 1063 160,8 2680 170.0 1063 tY co 0 U] � � LLI 63in 170.4 930 1700 745 170.0 1116 170.0 554 170.D 1302 170.D 940 110.0 1488 170.0 1015 17i1.0 1673 170.0 1076 170.0 1859 170.0 1122 170,0 2231 170.0 1t69 166.7 2553 170,0 1171 145.9 2553 170.0 1171 1•_ (D Z 66 in i70.4 974 170.D 789 170,0 t169 170_0 903 176.0 1354 170.0 1402 170.D 1568 170.0 1086 170_0 1753 174.0 1155 170.0 1948 170.4 1210 i7D.0 2338 17D.0 1275 15i.9 2437 174.0 1286 i32.9 2437 170.0 1286 0 M d m IL r_ 72 in 170,0 1D63 170.0 878 170,0 1275 170.0 1009 170.0 1488 170.0 1126 170.D 1700 170.4 9228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.E 2184 170.0 1488 124.8 2i84 170.0 1529 109.Z 2184 170.Q 1530 Z _ ? a 76in 170.0 1122 170.0 437 170.0 1346 i70.0 1080 170.0 1570 170.fl 1209 170.0 1794 170,4 1322 165.1 1960 170,0 1421 148,6 1960 170.0 1505 123.8 1960 161.6 1546 106.1 1960 154A 1535 92,9 1980 iS2.7 1531 W m A 3 [ f10 is a 78 in 170.0 1151 170.0 967 170.0 t381 17QA 1116 170,11 1611 170.D 1250 170,0 1B42 170.0 1369 152.7 1861 170.0 1474 137.4 1861 163,1 1500 114.5 1861 147.3 1473 982 1B61 139.6 1459 85,9 1861 137,E 1454 CL t z Cto 94in 170.0 1328 170.0 1144 149,1 139$ i56.0 1219 i27.8 139$ 136.0 1198 111.8 1395 121.3 1179 99.4 1398 11D,2 1162 89.5 1398 101,E 1147 74,5 1398 89.8 1122 53,9 1398 82.7 lies 55.9 1398 78,9 1o96 0 F- J 96 in 147.4 1229 1514 1098 122.9 1229 127.8 1079 105.3 1229 111,2 1061 92.1 1229 9&9 1044 81.9 1229 89.6 1029 73.7 1229 82A 1016 61.4 1229 72.2 993 52.7 1229 65.9 977 46.1 1229 62.1 967 - z 5 CV v [�D 10B[n 103,5 971 105.8 877 $6.3 971 89.0 862 74.0 971 77.2 849 64.7 971 68,4 837 67.5 971 61.8 825 51.8 971 56.5 815 43,1 971 49.0 796 37,0 971 44.0 782 324 971 40.8 771 a °3 Q o 111 n 95,4 919 97.3 832 79.$ 819 81.9 819 68.1 919 T0.9 806 59. 919 fi2,9 794 53.0 919 56.7 784 47.7 9i9 51,8 774 [�9.7#919 44.8 756 34.1919 40.2 742 29.8 919 37,1 732 r• � {V cn a a vJ120in 75.5 786 76_B 716 52.9 786 64.5 705 53.9 786 55.8 695 47.2 786 49.4 686 41.9 786 44.4 877 37.7 786 44,5 66831. 34.9 653 27.0 786 31.D 641 23.6 78@ 28.4 531144 in 43,7 546 �€4 2 504 36.4 546 37.0 498 31.2 546 31.9 491 27.3 546 26.2 485 24.3 546 25.3 479 21.8 546 22„9 47418 19.5 464 15.6 546 17.2 455 13.7 546 15.5 448 z U X Q TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: X o Z a� � AnchorCaipacityTable(lhs) i m0IL � ANCHOR CAP-_.._ 0 Substrate: 3.5kCLxic_ HailowCMt1 FilledCMIJ PT WOW ME121 MP-)X� ) =ANCHORCAP.aE �1Y Substl3i °y°tY 5r16'EICo 114"SS EI[o 16"E1co 1J4"55 E1Co 10 Sires tkt2 Steil #42 5tesi MULLION CAP.r�„r ti ca rn ❑ Anchor Type 3at6 Elsa IJl2-11z, 1E4"Etc Uit fan 161 EI[oLf€r cr 1I4°'Et[aUifracon ggreG=r Ultr�con AggreGator Screiw(G5) SCTeN(G5) ScrEw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED AncharCl€p Pattettls IJltracon A E(iga Distance{in): 2-vx' 1" 2-uz' 1is" 1"' 2-1t2 1"" 2-tJ2 z" sve 2' U.48" D.54 fi.324' CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida EnUe1ltien€(€n} 4° 1 34' 13�4 1 4" 2^ 1-Ir4° 1.1f4° -ir4' 1-114" 1at4" 1-ird" 2 t ems° itits' vies ACTUAL PRESSURE REQUIREMENT FOR THE Building Cade 2Ancttals @ 4.75"Min O.C.I Starrdald or011WClip(Fig 1&2), hs 390Ibs 4501bs Ego lbs 1 Ibs 2701bs 280lbs 354lbs 740lbs 374 Itrs $84 lb5 94G I� 3$7Itrs 4421W 560It OPENING,WHEN IT IS LOWER THAN ThiE MULLION NOA-No. 7-DS o.© 9 Anchors @ 2.68"Min.0,C I Standard(Or Onset)Clip(Fig.3).47401b5 740 Ibs SW lbs 1485 lbs 1424 Ibs NfA 5W lbs N!A 695 ibs NIA 8BD Ibs WA 6821bs BW tbs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Arienors 1,71"Min.0,4,t SlanctarEi for omet Clip Expiration Date QSl261202 1 � } p{Ei�-4l: �ins 1D501 7:�1 lbs 194iIGS NIA N.A 7D5 i� NIA 799i1� NIA NfA t(/A 1022Ibs 1327 lbs t�6a Ilx MULLION. IT WILL YIELD A MINIMUM ANCHOR �• 4A€ehors @ S"Mln� O.C.!(2�2t5ArVeCllpsi(Fig 5): 780IGs 7 Its Ibs 1560 rts 3S9&Ibs a4101 5�fb5 NfA 761}1bs 7d8 lbs 8Br3Itr. 18921trs 6821bs 88511g 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY By _ 6AncWrs @ Y MM.O.C.I(2}295AFgleClipsJ(Fig.6X 1170lbs 117011:3 iD20lbs 2340Its 2&9 lbs. $f bs 84016s NJA 114D N 11221bs 1320 lbs 2.828 its ;{ Its 13i5bs 16M Ibs ADDITIONAL ANCHOR OPTIONS FROM THE Miami- a Product Control 3 Anc Hors 1.34"Min,t3.C.J U lip,it to.125"Alum.(Fig.7) NIA NIA NA NIA NIA NIA NPA NIA NIA NIA NIA WA NJA NfA 107'3 ANCHOR CAPACITY TABLE. 6 Anchor.@ 0.64"Min O.C.I U-Clip,into_125'Aium.(Fig.8}. NIA NIA NIA wA I NIA NJA NA NIA NA NIA MIA N/A NtA NfA 21 Ibs 2 Anchors @ 260'Mitt O.C.J f-Clip(Fig.9). 370 fps 370#ta 315 IDS J 743 Its 712 fbs MA 21 Ibs NJA 348 Ibs NsA 440 IDS NIA 341 i175 442 lbs lbs 3Anchors @ 1.71"Min.0 C_1 F-alp(Fig_10} 443 Ibs 525 Ibs 379 Itrs j B7$lbs NIA NIA 3M Ibs NIA 399Ips NIA WA WA 5111DS 664 lbs 840 Ibs NOTE: FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CI)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24_ FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: e o g * TABLE NOTES: 2.000" I Lo slut! • 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR 0GENERAL INSTALLATION METHODS. �,y�Q �( 1v�' s �,tCENS� FIGURE 5: FIGURE.6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .250" ' 4.000" " 1Vo.587Q5 � 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DfMENSIONS,SEE SHEETS 2�-23.HOLES TO BE DRILLED IN - . ® THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE - e LOCATIONS_ - j �- FIGURE 7: FIGURE& FIGURE 9: FIGURE 10: 4 y�Q TE O P:. 4U ANGLE CLIP )SUBSTRATES: CONCRETE'SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT r � C!j ff • • r ® (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. e s + MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045"THICK(18 2"X 4"X.25"MULLION E IN PAIRS, GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALT.EXTEND AT LEAST 3 SCREW f,`7///()NAI- �\����\, s e • a ® THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S.OR 410 SS_ A.L IEI#d MaLIL � , P.E. FL RE,#58705 TABLEI3A ez Mullion Capacity Table(IbS Al:� is:N � Opening Width for vettica s anni mullions or Opening Hei ht for herizontall s arini mullions ro P 9 ( nY- P n9 } P 9 !� ( � P rig } � 50 in 60 in 70 in 80 in 90in100 in 120 in 14Q in 160 in a Rectangular Trap/Triang. Rectangular TraplTr ang, Rectangular TrapPl riang. Rectangular TraplTriang. Rectangular g. Reclangcdar TtapTTrlang, Rectangular TraplTriang. Rectangular TmplTriang. Rectangular Trap/Triang. z 2 X 6 x•2 Loaftg Lcacang Loading Loading Loading i.oading Loading Loading Loading Loading Loedi T Loading Loading Loading Loading Loading Loading AYu1rt.Tube a y _ U s ] w w p w118u11iarEo sa n a tf a a s c ei n m m a in ea y n m m w m c 0 m � n m wn db a Gl. � Q m.J7 ,.A n n,L a Gy a G� a g C8cc7 O, n� m mM m m iv m8 m me�.' cc�ic c[ x� -a U iJ -o S3 U a 7 C Uv i7 U •a U U v' t9 a o o ° c $� a ° oo' a� L o 5 0 a e` c a cry o`.@ trya � /�i- 7 _ ti L 3 .0 L L "� .0 O CS .0 3 G O Vc� a- u a' - n Q - Q u a rr v cx' - o s - n cs a- - u cr = a v ❑' - Q7 '^ u a -" u u vrs1C 75 S C 61 C m 7 ai ;3 C G, m = c 41 7 C a1 7 '� C 41 ,5.G m 41 7 C p 7 t y [] N[� ?:¢rr � a arr � aer ¢� � ax rs a ¢a �ti ¢ an � e -. ¢� ors to U) uT-� W42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 506 170,0 992 170.0 519 170-0 1116 21 17tl.0 124D i7D.0 521 170.D 1488 17D,0 523 170.0 1735 170-0 S21 170.D 19$3 17Q,o 521 w48in 1T0.0 708 t70.0 S24 17Q.0 850 17Q.0 584 t70,fl 9t32 i7Q.0 630 i70.D 1133 170.0 661 170.0 1275 7 170-0 1417 170,0 680 170.0 1700 170,0 680 170.0 1983 170.0 680 t70.G 2287 170.0 680 w � 50.625 in 170-0 747 170.0 563 170.0 M 170,0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 134$ 17D-0 747 170,0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170A 756 170.0 2MI 170.0 756 � m 54in t70A 797 170.0 612 170.0 958 170.0 691 176,0 1t16 170.0 754 170-0 1275 170.0 $03 170,0 1434 170.0 837 170.0 1594 170.0 856 170-0 1913 170.0 661 170.0 2234 170.0 961 170-0 2550 170-D 861 (Z9 LU 0 � f O U) 50in 170.0 t365 170.0 701 170,0 1063 170.0 797 170.0 1240 170.0 87fl 170.0 1417 170.0 944 170,0 1594 170.0 99s 170.0 IT71 170.0 i033 170A 2125 170,0 1063 170.0 2479 170.0 1063 170.0 2833 170.0 1063 LLJ � H m 63in 170.0 930 170.0 745 170,0 1116 170-0 85a 170.0 1302 t70-0 940 170.0 1488 170.0 1015 170-0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 7231 170.0 1169 170.0 2603 170.0 1171 170,0 2975 170.0 1171 Q Z 66 in 170.0 97±t 170A 789 t70.0 1169 170.0 903 170.0 1364 170,0 1002 170,0 1558 170.0 1086 17GA 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 17a.0 2727 370.0 1286 170A 3117 i70-0 1286 z = o m < z m 72in 170.0 1063 170.0 878 170,fl 1275 170,0 1009 170.D 1488 170.0 t126 17Q-0 1700 170.0 1228 170.0 1913 170-0 1315 170.0 2125 170.0 1307 170.0 2550 170.0 1488 170.0 2975 170,0 1529 170.0 3400 170.0 1530 C � U Y o .1 yO 76in 170A 11ZZ 170.0 937 17D,D 13dB 170.0 1080 170.0 1570 176.0 1209 170.0 1794 170,0 1322 170.0 2019 170-0 1421 170-D 2243 175.0 1505 170.0 2692 170,0 1629 170.0 3140 17D.0 1694 170.0 3589 170.0 1705 rY D r U � j Q r 78in 170,0 1151 170.0 967 170.0 1381 t70.0 1116 174.0 1611 170,0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 t70,0 2763 17Q.4 1700 t70-0 3223 170.0 1777 170.0 3683 170.0 1796 J 9Din 170.0 1328 170.0 it44 170.0 1594 170.0 137$ 17Q.0 1859 17D„0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2856 170,0 1918 170.0 3188 170.t 0 3413 170.0 2273 136.5 3413 170.0 2361 ? J Q C? N r 961n t70.0 1417 170.0 1232 170,0 1703 170.0 1434 170.0 1983 170.0 1622 170.0 2267 170.0 1794 170,0 2550 170.0 1952 170,0 2833 170.0 2095 160.0 3199 170. 1 3199 166.6 2470 120.0 3199 156.1 2428 t7 cC CO m O id iQ$in 170.0 t544 170.0 1409 170.D t913 170-0 1647 170.0 2231 170.0 1870 170.0 2550 170,0 2fl78 164.8 2781 170.Q 2271r148.3 2781 161.9 2333 123.8 2781 140. 9 2781 125.9 2234 92.T 2781 136.0 219Q N cn 119 in i70.D 1638 170.D 1454 17D,0 1966 170.0 1700 170.0 2293 170.0 1932 170.0 2621 170.0 2149 [162 1.8 2632 162.3 22d5 2632 148.4 2218 113.0 2e32 126. 2632 115.1 2126 85.4 2632 108.3 2096 Y 120in i70.0 1771 170.0 1586 17Q.0 2125 170.D 1859 154A 2252 159.9 1991 135A 2252 idi-4 19840.1 2252 1272 1936 108.1 2252 116.t 1915 90.1 2252 9S.$ 2252 68.9 183fi 67.6 2252 81.4 t808 Cf1 144 in 125.1 1564 125,e 1445 IOU 1564 106.1 1425 89.4 1564 91-5 1407 78,2 1564 80.7 1390 .5 1564 72.3 1373 62.6 1564 65.7 1358 52.1 1564 56.0 1564 49.2 1305 39.1 1564 44.4 i283 � Q N Q [� Q } TABLE 13@ 0- ANCHOR CAPACITY ADJUSTMENT FORMULA: � � � � �0 50 AtichorCa ity Table(lbs) /ANCHORCAP.�M7 Substrate: 2.ZIc Concrete 3.5K Cone. Hollow CMU Filed CMO PT Wood Metal (DP"g)X W ANCHOR CAP.,,, rn w C i� 5116'Elco 114"SS Eeo 5116"Elea 114"SS Elm 910 Steel 912 Steel #i2 Sled \MULLION CAP._,,., PRODUCT REVISE© Anchor Type` 3115"Eico Ultracen t14"Elce tlitracon 3/1S"Elea U€traccn 1/4"Eico Ultracon Anchor Clip Pattertls Ultracon AggreGator Ullman AggreGator Screw(G5) $craw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Edge hch Distance(In): 1" 2-112" 1° 2-3/2" 3-1/8" 1" 2-1/4" 1/ 2-14" 2" 3-118" 2" 0,48" Q.54" 0,324" CAPACITY REQUIREW CORRESPONDING TO AN Building Code Embedrna.1(in): 1 0 lb 1-3f4" 1-314" 1-3l4" 2" 1-ii4" 3-3I4" 1-114" 1 114" 1-1/4" 1 114" 2" 1 3)8" 1-318" varies ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Ancho s 4.75"Min.O.C./Standard ar Ofrset Clip(Fig.1&2): 390 Ibs 390 Ibs. 48D Ibs 890lbs 1644lbs 2TO Ibs 280 ibs 354lbs 740 lbs 374 Ibs 8641bs S46lbsV341 Ibs 442 las 560lbs OPENING,WHEN IT IS LOWER THAN THE MULLIONExpiration Date 05/2612021 4 Anchors @ 4.68"Mh.D,C.1 Standard(or Ottset)Clip(Fig,3). 78o Ibs 78C Its GOD Ibs 1780lbs 32321bs 540 tbs 56n Ihs 708Ibs 1480 ibs 748 Ibs 1272 The 1892Ibs ibs 685lbs 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchors 1-71"Min.O.C.t Standard(ar Offset)Clip(Fig,4): 1180 the 140a tbs 1070 tbs 2595€bs NIA NlA 94G ibs NlA 1065 the t�/A NIA NJA3 Ibs 177G its 2240 kbs MULLION. IT W]LL YIELD A MINIMUM ANCHOR By4 Anchors @ 3"Min.O.C.1(2)2x5 Angle Clips I(Fig.5): 780lbs 7801hs 680 Ibs 1560lbs t896 Ibs 846 Ibs 560 Ibs N/A 760lbs 748 Ibs 88o Ibs 1892Ibs Ibs 685 tbs 1120 Ibs CAPACITY WHICH MAY BE USED TO QUALIFY Miami- ode P duct Control $Anchors @ 3"Min,O-C.1(2)2x5 Angle Clips 1(Fig.6); 1560 Ibs 1560 Ibs 1360 Ibs 3120 Ibs 3792 tbs 1080 ibs 1120 Ibs NIA 152a Ibs 1496 Ibs 1780 Ibs 3784 Ihs 1363 Ibs 1770 tbs 2240 Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchors @ 1-5"Min-0.C.1{2)2x5 Angle Clips 1(Fjg.7): 1660 kbs 2100 Ibs 1440 Ibs 3780 Ibs WA N/A -fibs- WA 1500 Ibs N/A N/A NIA 2045 Ibs 2654€bs 3360 Ibs ANCHOR CAPACITY TABLE. 4 Anchors @ 1.34.`Min,O.G,I U-Clip,into.125"Alum.(Fig-8): NA N/A NIA WA NIA NIA WA NIA N/A NIA NIA NIA NIA N)A 1430 Ihs 8 Anchors @ 0.54'Min.O.C./U-Clip,into A25"Alum.(Fig,9): NIA N!A N/A NA NIA N/A NIA NIA NAN/A NIA N1A N/A N/A 2961 Ibs 2 Anchors A 4,68"Min.O.C./F-Clip(Fig.10): 390 ibs 390 Ibs 450 Ibs 6s0 lbs 1616!bs 270 Ibs 280 lbs 354 Ibs 740 Ibs 374 Ibs 636 lbs 946 Ibs 341 lbs 442 tbs 560 Ibs 4 Anchors @ 1.71°Min.O.C./F-Clip(Fig,11): 590 Ibs 700 Ibs 505lbs 1298 lbs NIA, NIA 470 lbs NIA 533 Ibs NIA NIA NIA 682 Ibs 885lbs 1120 lb. 250" NOTE:FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3; FIGURE 4: FIGURE 8: FIGURE 9, FIGURE 10: FIGURE 11: • • • a r o • e s• • • 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. t 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPINING WIDTHS IS ALLOWABLE. ti� ,�;�,.• p/ ' • • . .. p 6.000" (( 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS SEE SHEETS 1 �•'• • • • • '• • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON No. 58705 FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE O - • e • • a • • • CLIP rUATE _4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFECATIONS.HOLLOW AND GROUT-FILLED �FIGURES( CONCRETE BLOCK!UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED � " F a • • ® • • • ° 5-S YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF-125" ' .�(ORkDN,• ' 0 USED IN THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045"THICK(18 GAUGE).STRUCTURAL STEEL TO 'i• • • 4 • • • a USED IN BE AT LEAST.125"THICK AND A35, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW o7 f�ZO PAIRS. 2"X 6"X.25" A,t7YN)I k4FEF�, P.E. THREADS BEYOND THE MATERIAL.#10 8,#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S.OR 410 S.S. MULLION FL P,E.#58705 TABLE 14A mull[ionCap a cityTableflbse Opening Width(forverlically-spanning mullions)or Opening Height(for horizoritelly.spanning mullions) � a 50 in 60 in 70 in BO in 90 in 100 in 120 in 140 in 160 in z w u. U Rectangular TraplTAang. Rectangular Trai>rTriang. Rectangular TraplTt;ang. Rectangular Trapl7riang. Rectangular TraplTrian®. Rectangular Trapliriang. Rectangular TraplTriang, R54O3 lar TraplTriang. Rectangular TraplTriang. � 1.26"x 2.14" Loading Loading Loading Loading Loading Loading Loading loading roading Loading Loading Loading Loading Loading Loading Loading Loading p .° x.125"Alum _ �_ _ z Z � � z _ _ _ nz o u o v ¢� 'o cs o u rs o o U u & G: ti •�+ o •& a � c� u 'u o n "c`s Tube Mull m m m m m m m m R m e m tc m m a m ca m Ra a g n a s a a '�%' �!7�' m ' R m b n m' �m' m [ _ L3� Ci U� U (? � U _ Uv C3 V 'v U Uv U ❑ Y U CV _ _ ��pp _ _ to m iv U U U U S3a U Uv U Uty U O F U Uri U U -o U _ U � '''pppy p O.k b Q N C sue. C O.� C N o C O o.� C O.m C C aV C �- C i `OL O n m o o' car -� c 4 � p (f) �Qf) 0. c !� dci � 4 � c LLI 42 in 144.2 526 197.0 428 120.2 526 148,9 419 103.0 526 1389 414 90.1 526 134.6 411 8C.1 526 134.1 411 721 526 1-4.1 41'1 60.1 526 134.1 4112S 134.1 411 45-1 52a 134.1 411 W48 in 96.6 403 108.0 333 80.5 403 9a.7 32S 69.0 q03 66.4 320 604 403 81.4 317 53,7 403 79.1 12)4 403 78,6 314 a0,3 403 7&8 31403 78.6 314 30.2 403 78.5 314 W -, 50.625 in 82,3 362 91-0 301 68.6 362 79.3 294 56.8 362 7i.9 289 51-5 362 67,2 286 45.7 362 64.6 362 63,6 263 34.3 362 63.5 283 29.4 362 63.5 283 25.7 362 83.5 283 [ 2 54 in 67.8 318 7A.1 267 56.5 318 64.2 261 48.5 318 57.7 256 42.4 318 53.5 253 37.7 318 60.8 318 49,5 249 28.3 318 49-1 248 24.2 318 49.1 248 21.2 318 49,1 248 a LLI O � I- CE ED © U) d 60 in 49.5 256 63A 219 41.2 258 45.7 214 35.3 258 40.7 210 30,9 258 37.2 207 27.5 258 31.9 256 33A 203 20.6 258 32.2 201 17.7 258 32-2 201 15,5 258 32.2 201 J 7 f� 111"js3€n 42.7 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 25.7 234 31.6 189 23.7 234 29.4 cc 234 28.0 184 17.8 234 26.6 183 15.3 234 26.5 183 13.4 234 26.5 183 Q ~ LLj 68n 37.2 213 39.4 183 31.0 213 33.7 179 26.5 2 i3 29.8 176 23.2 213 27.0 173 20.6 213 25.1 213 23.7 169 15.5 213 22,2 187 13.3 213 22,0 156 11.6 213 22.0 166 2 a 72 in 28,6 170 30,1 165 23,9 179 25.6 152 20.4 179 22.5 149 17.9 1 179 2U3 147 15.9 179 18.7 145 •-•dUi o o V 76in i -TITS 137 161 ITT 133 � 00 174 161 19.0 135 15.2 m � --J o Z 78 in 22.5 152 23-5 133 18.8 152 18.9 131 16.1 152 17.5 128 Q r CV TABLE 148 I- - ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Anchor Capacity Table fits) ANCHOR CAR,. c� >C .. co Substrate 2.7EtCmCrete 3.5kCOFC_ Hoilawcmu aeo X . nainTpee� _ANCHOR CAP.,,, _ a m m Filled PT Woad PA eta€ (DP ) 0. b op t0 5116"Elco 1i4'SS Elco 5116"Elco IAA'SS Elio #10 Steel #12 Steel #12 Steel MULLION CAP.,�MTna r r m ❑ ❑ Ar�ChcrType �16"E#eerUltraccel lid"E1coUltr�c31 311&"ElsaUlYracon tf4"EtCo!]itracon (f3 � Anchor Clip Patterns UK=on AggreGatu, Utt°acon AgereGator screw(s5) 8Cre•,v(G5) screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR LIJ Epee RLstance(itt}: 1'° 2-112 1° z-112 3 116^ 1" 2 1r2" 1" 2-1r2° 2" 3 118" 2" 0.43" 0.54"' a.324'° CAPACITY REQUIRED"CORRESPONDING TO AN prr x Efnbetiment jin}: 1 374" 1 i4 1 4" 1 4^" z VIA 1-1r4" 1-1w _ 1-v4'" 1-11N, 1-1t4°' Y 1-3i&" I-w vanes ACTUAL PRESSURE REQUIREMENT FOR THE k~ � 4 AncTtors @ 3°Min.t}.C-t(2)2x5Af1gEe gips f(Fig. S): 7801Qs r80 kbs COI 1 O IQs 1�61fx 340 Itb 560fbs NIA -/M Ids 748 Ibs ME)lbs 1892lbs 682 lbs 88, 1% 1430 ibs OPENING,WHEN IT IS LOWER THAN THE MULLION C < � � d p CAPACITY(FROM THE TABLE)OF THE SELECTED [L = 0 0 MULLION. IT WILL YIELD A MINIMUM ANCHOR a cn m;Q CAPACITY WHICH MAY BE USED TO QUALIFY c] o o ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the Florida Building Cade NOA-No. 17-0630.01 Expiration Bate 05/2612021 TABLE NOTES: By - Ilfilami-Da 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. 1 266" FIGURE 1; 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116" FIGURES SHOW SUGGESTED,APPROXIMATE HOLE.LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS- I f 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�� LY y f�i, YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063 T5 AND SEA MINIMUM OF.125" ti ��. ' �>GEAI3,6, •,���'� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT 1.26"X 2,11"X.125"MULLION LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) No, 58705 THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL, 18-5 S.S.OR 410 S.S. '-;3q���T;Eq) �1 pt A` o AL A.LYNllfvfl��l✓R, P.E. FL P.E.#58705 TABLE 15A 2 C� F N N Mullion Capacity Table(lbsl ) 4 9 ( ly P ) P 8 ( lY SP ) z Opsnin Width for 1�rlical -s anni mullions or Opening Height for tx7rizorllaal - a�ri mullions o 4 r � 50 in 60 in 70 in 80 in 90 in 700 In 120 in 140 in 160 In LL a Rectangular TraplTr Jag- Rectangular Trapliriang. Rectangular TiaplTriang. Rectangular TraplTriang. Rectangular TtaplTrlang. Rectangular TraplTrlang, Rectangular TraplTriang. Rectangular Trap(Trtang- Rectangular T aWTflang. 3.25"30 Loading Loading Loading Loadng Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Leading Loading Loading �$ u DEG.AL z ,u ,AY MULL v ro u o n o I3 u ca h m min m m w m ro a m m a m m w rtt m w m y m as m m m m m m a ¢a a n a u' a. Q a o- o- N ease m �� a a� a R.o n sig n n� oiv ct a-a n n� a aia' AA U [,?a U rj m m m m p m''� m •� a fs. G m m U U n U U ro m m G m m e m m m m m �+e m m �.. +o m a n a U c a�' N c m `o �' o`41 c U c i� U c U c%.t U ;u c U d U U y U U U U U U U U a U JC G L 7 .p L 3 G L '� i L 7 L"� p Q F.� C Q o G O C C p t•� t 7 .0 y ? C W 7 A C W C. CS U N a N '7 C CI J Y C W 7 W n Q' N cLi 6 [u U Q '� M U a o r"C.] a n O C e I G T, ,z G `Z tr G d .�G CT Q G 4 C N c 43 7 �y 4F '^7 C N 7 G M11 C N ' C m ,G C Cr F C > r LLU EJ 4�' cam'. G �` �C G Q G "E G Q fr G Q G ¢ rr . C G Q lY {c G Q ' r�G Q 0= G Q CY 'ic^ G Q IY 42in t70.0 620 179.4 435 770,0 744 170.9 47$ 179.0 86E #79.0 506 170-0 992 170,0 Sig 174.0 1176 770.0 521 179,0 1240 170,0 571 170.0 1408 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 521 U) _ 48 in 179. 08 70.0 24 170,D $50 170.0 584 170.0 992 170.0 630 ilfl.9 1133 170.0 681 170,4 1275 17D.0 517 170,0 1417 170,0 680 152.2 ]522 170.0 689 i30.5 7522 170-0 689 114,2 1522 17D.0 680 ((j 50.6Z53n 170.0 747 170.0 563 970.D 896 i79.9 631 170.D 10A6 170-D fi84 179.0 1195 17D.0 723 17D.0 9345 170-0 747 164.2 1443 170.0 756 136.9 1443 170.0 756 117.3 1A43 170,0 756 192.6 1443 174.D 756 3- 2 _ t9 LU p l^ 54in 170.0 797 ilOA fi1Z 170,0 956 170,0 691 179.0 1116 170.0 754 170.D 1275 179 0 803 160.4 ]353 170A 837 144.3 1353 170.9 856 129.3 1353 170,0 861 103.1 1353 170.0 861 90.2 1353 170.0 861 a m U) 60in 770.9 885 170.0 701 170,9 1063 779-0 797 167.0 1218 170.0 878 146.1 9218 170.0 94-4 129.9 1218 159.5 M6 116.9 1218 152.4 924 97A 1219 146.1 913 63,5 1218 146.1 913 73.1 1218 146,] 973 Q F-^ (� 63in 170.0 934 179.0 745 170,0 11i6 179.9 850 15fl.2 1150 158.8 933 131.4 1150 153.0 914 116.8 1150 141.9 898 195-1 1150 134.2 885 87.6 1150 126-7 871 75.1 1150 126.2 870 fi5.7 1159 i262 979 LLI Z U €L w 66in 170,0 974 170.0 789 152.4 1048 165.8 881 130.6 1048 146.E 864 114.3 1048 133.1 860 101,6 1048 123.4 839 91.4 1048 116.E 830 76.2 1048 109-4 821 65.3 1048 108.2 818 57.1 1048 108,2 818 Cr7 z V � 72 in 140.8 880 147.9 764 117.4 880 126A 748 700.6 880 11D,$ 734 88,0 880 790.0 722 78,2 880 92.0 712 70,4 889 86.2 703 56.7 880 79.2 693 50,3 880- 76.5 sae 44.0 8a0 76.4 6811 J 3 , ND 761n 119.7 790 i25.1 fi9D 99.8 799 106,4 676 85.5 790 93.3 663 74.8 790 83.9 652 66.5 790 76.9 643 59-9 790 71.7 635 49,9 790 69,1 624 42.8 790 62A 619 37.4 790 61.5 617 _� U �z x- 78in 110.8 750 715.5 657 92.3 750 98.1 64q 79.1 750 85.9 632 69.2 760 77-1 621 61.6 750 70,6 612 55.4 750 65,7 605 46.2 760 5 9.4 594 39.6 750 56.2 588 34.6 750 55,5 586 90irt 72 1 563 7A.4 J443 60.1 563 62.9 491 51.5 563 54.8 483 45.1 563 48.9 475 40.1 563 44.4 466 35,1 563 40.9 462 30.0 563 36.2 452 25.8 563 33.3 445 22.5 553 31.8 442 ti Q C Z N 98in 59A 495 $1.i 49,5 495 51.5 435 42.4 495 44,8 427 37.1 495 39.9 421 33,D 495 35.1 415 29.7 495 33,2 409 24.8 495 29.1 400 21.2 495 26.6 394 18.6 495 25,0 390 LU m �O m0LLJ '108in 41,7 '391 42.5 34.8 391 35.9 348 29.8 391 51.1 342 26-1 391 27.6 337 23.2 391 24.9 333 20.9 W1 22,8 328 17.4 39t 19.7 321 14.9 391 17.8 315 r` U) �W (D 111 in 38.4 370 39.2 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21A 370 22.8 316 19,2 370 20.9 312 16.0 37D 18-1 305 0� LU 129 In 30.4 317 30.9 25.3 317 25.0 284 21.7 317 22.5 280 19,0 317 19,9 27S 16.9 397 17.9 273 144 in 17.6 220 17.8 203 _ a o TABLE 15B >- L1- a Vl m© x0 ANCHOR CAPACITY ADJUSTMENT FORMULA_ o ;; Of wof Anchor Ca aci Table Ibs ANCHOR CAP, _ = o +� 2 Substrate: 2.7K Concrete 3.5k Cone. Hollow CMU ,a""T _ Filled CMU PT Wood McEa1 (DPn}X ANCHOR CAP. Anchor T 5116"Eico 1I4"SS Elca 5116"Eleo 114"85 Elco #10 Steel 412 Steel 412steel MULLION CAP, ,,,,,. �° PRODUCT REVISED Type: 3118"EICo Ultracon 1f4"Efce Ultracon 3116"Elae Ultracan 114"EEoo Uitracon p y- 9 Anchor Clip Patterns Ultracon AggreGatar Ultracon AggreGator screw(G5) Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as Building Ypdewith the Florida Eage Distance(in): 1" 2-112" 1" 2-112" 3.1l8" 1" 2 if2" 1"*2-1/2" 2" 3-118" 2" 0.4a" 0.54" 0.32d° CAPACITY REQUIRED"CORRESPONDING TO AN NOA-No. 17-0630.01 Embedment(in): 1�14" 1-314" 1 /4" 1 31d" 2" 1-114" 1-114" 1-1l41-114" 1-114' 2" 1-318" 1.3l8" reties ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors @ 5"Pvltn.O.C.I(2)2x5Aaafe Clips I(Flg.1) 390 Ibs no lbs 45)Itrs 690 lbs 170o Ihs 270 Ibs 280 Ibs 354 Ib374 lbs 720 lbs 94s€bs 341 Ids 442 Ibs 560 Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date OS12612p21 4 Anchors Qo 3.5'Min.O.C.1(2)2x5 Angle Clips I(Fig.2): 780 Ihs 780 lbs 790 Ibs 1670 lbs 2b25 Ibs 540€bs 560 Ibs NIA74$Ibs 880 lbs 1892 lbs 682 Ins 885 t� 9120 kbs CAPACITY(FROM THE TABLE)OF THE SELECTED6 Anchors 0 2.71"Min.Q.C.1(2)2x5 Angle Clips 1(Fig.3): 1120 Ihs 1120 ibs 950 Ibs 2246ibs 2254 Ibs NIA 840Ibs NIA NIA 1320 ibs NIA 1022 Ibs 1127 Ibs 1680 Ibs MULLION. IT WILL YIELD A MINIMUM ANCHOR By CAPACITY WHICH MAY 13E USED TO QUALIFY Milami-D de Product Control ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. TABLE NOTES: • '� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1xyti3kffIIII 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125" * O i * HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS- � ��C�-•' L S� �'� 3.250" No. 587p5 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •�' :� FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED • • s e 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 30°BAY LEAST.125"THICK AND A36-ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND STATE @ .tt s THE MATERIAL,#10 ANCHORS INTO WOOL)MAY BE STEEL, 18-8 S.S,OR 410 S,S. MULLION -,'<pR1DP•,•'�� ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. // �C)/VAL 0� A. LY�IVWLLER, P.E. FL P.E.#58705 m TABLE 16A � ® AN O � Mullion Capacity Table bslfe Opening Width(for vertically spanNng mullions)or Operling Height(for I o&z0ntalij-spanning m€>Itions) ti` a 50 in 60 In 70 in 80 In 90 in 100 in 120 in 140 in 160 in = 0 O Rectangular TraplTriang. Rectangular TraplTdang. Rectangular TrapiTriang, Rectangular Trapahang. Rectangular TraplTriang. Rectangular Trapffriang. Rectangular TraplTdang, Rectangrtfar 7raplTriang. Rectangular T prTriang. Lu Loading Loading Loading Load n Leading Loading Loading 3.25"�,6 Lcadlttg Loading Loading Loading Loading Loading Loading Loading Loading Loading Leading g g 9 9 9 9 9DEG.AL a� U BAYI�ULL u s v a w v U r m U t4 Itl W m m in m Ul m m p1 m m N m m Vl m m fn m m N m m Vi trt m m cG to V= m 0.5 Yn m m fn m m m m Q a a a C a n nr a as a as n sx� a as Ca zP a ria a as c� as n Qa ci a a as a ai a aA a n CAI m m m m •� m m m m u m m - m m iC M m m :. m m m m e m m m 16 v r6 m w m m G m m . m m Z' m m .. m m•' .. () Ua U L] tia U Ua U U•q U U'r7 U Uv U UZ7 U U � U Uc U Uv U Uv V U •c U U,a U L] •n U_ U •a U _ U c U _ Ut•+ U_ Ua e r tv m` c cl �_ N o o ° o " o ° m V r _ 5 - c t ;, r S _ _ s _ t s .c ui ui (/� V � '� '� c a�i �n c m sn c m an m '3p c ¢f a sx � � ��- 4n' mac. Qof � c 4lY G Q c QfC mac. QD!. mac• Off, .mac rt r3' LU 4 mac. QrYa Q rYc ¢ pC ;suet �c Q1rc Qr,C �c W Q 42 in 170-0 620 170.0 435 170,0 744 174-0 478 170.D 868 170.0 596 170.0 992 170.0 S19 170-0 1116 170.0 $21 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 170.0 521 {n 0.8 in 170,0 708 170,0 524 170.0 B50 170.0 584 170,C 992 170.D 630 170,0 1133 170,0 661 IX0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.D 680 140.3 1637 170.0 680 122.$ 1637 170.0 680 :D � _ 50.625in 1T0.0 747 110.0 563 170.0 896 i70.0 631 170,0 1046 170.9 684 170.0 1195 170.0 723 17C.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.9 756 126.1 1552 170.0 756 110.4 1552 170.0 756 7: W o 54in 170.0 797 170.0 612 i70.0 956 170.0 691 170,0 1116 170.0 754 170,0 1275 170.0 $03 170.0 1434 170.0 837 155.2 1455 170.0 856 129.3 1455 170.0 661 110.8 1435 170,0 861 97.0 1455 170.0 861 r ? t�'1 LLLJ 60in 170.0 885 170.0 701 170.0 1063 170.0 797 17C.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.E 996 125.7 1309 183.5 994 104.6 1306 157.1 982 B9.$ 1309 157.1 982 78.6 1309 157-1 982 I- U Z 63in 170,3 930 170.0 745 170,0 1116 170.0 850 162.9 1247 170.0 W 142.5 1247 164.5 983 126.7 1247 15213 965 114.0 1247 144.3 952 95.0 1247 136,2 936 81.4 1247 1353 935 71.3 1247 135.7 935 0j W < r 661n 170,0 974 170.0 789 173.0 1169 170-0 903 148A 1190 163-7 985 129.9 1193 14T9 945 115.4 1190 136.5 928 1C3,9 1190 128.4 914 86,8 1190 11$_5 896 74.2 1190 118-1 693 64.9 1190 11&1 893 z U rq � C y O 72in 161.5 10t0 t69.8 877 134.7 1010 144.$ 859 115.4 1010 127,2 842 101.0 1010 1143 829 89.8 1010 105.6 817 63.8 1010 98.9 B07 67.3 1010 90.8 795 57.7 1010 87.8 79C 50.5 1010 87.7 789 -� j --a L >O n c) a~Z 76in 137.4 906 143.E 792 114.5 906 122.0 77S 98.1 906 107.1 761 85.9 906 96.2 749 76,3 906 88.2 738 88.7 906 82.3 729 57.3 906 74.7 716 49A 906 71.2 710 42.9 906 70A. 708 Q r r r T 78in 127.1 861 132.5 754 105.9 861 112.5 738 90-5 861 98.6 725 79.4 861 60.5 713 70.6 e6i 81.0 703 63.6 861 75,4 694 r24 861 68.1 651 45.4 851 64.5 S75 39.7 861 637 672 Z Z in 90in $2 7 646 85.4 574 58.9 646 72.1 564 59.1 64S 62-9 554 51.7 646 56-1 54S 46.0 646 50.9 537 4t.4 646 47.0 530 646 41.5 519 29.5 64S 38.2 511 25.9 S46 36,5 507 Q Z I- W 96 in 682 568 70.1 508 56.8 568 59.1 499 48.7 568 SiA 491 42.8 568 45.8 483 37.9 568 41 A 476 34.1 568 36.1 470 568 33.4 459 24,3 560 30.5 Mj568 28.7 447 a � � � o� 0� 108 fn 47.9 449 48.9 405 39.9 449 41.2 399 34.2 449 353 393 29.9 449 31.7 357 26.6 449 28-6 382 23.9 449 26.1 377 449 22.7 368 VA 449 20.4 449 18.9 356 Ill in 44,1 425 45.0 385 36.8 425 37.9 379 31.5 425 32,8 373 27.6 425 29.1 367 24.5 425 20.2 362 22.1 425 24,0 358 18A 425 20.7 350 15.8 425 18.6 O 0 W 1201n 34.9 3S4 35.5 331 29.t 3M 29.8 326 24.9 364 25.6 321 21.8 364 22,8 317 19A 364 20.5 313 17.5 364 18.7 309 U Q 144 Cn in 20.2 253 2c.4 Z.1 16.8 2S3 17.1 230 Ir 11 Z51 5o l � a TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA: � m 2 Anchor Ca ity Table jibs) ANCHOR CAP. o u o 0 Substrate: 2.7k Concrete 3.5k Conc. Hollow CM Filled CMU PT Wood Metal (DP"EQ)X( FR9MTAa`E -ANCHOR CAP. a, 5116"Elan 114"55 Elco 511s"Efe❑ 114"55 Elca #10 Steel #12 Steel #12 Steel `Mi,1LLkON CI�''��,r��� PRODUCT REVISED Anchor Type: 3116'Etco UEtracon 114"Elce Ultracon 3I16"Elea ultracon 114"Efoo Ultmoon as complying with the Florida Anchor Clip Patterns Ultracon AggreGator Ultram AggreGator Screw(G5) Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE ANCHOR Building Code Edge D[stance(in): 1" 2-112 1" 2-112' 3-118" 1" 2-VT 1" 2.1121 2" 3-118" 2" 0.48" e.54" 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN NOA-No. 17-0630.01 Embedment(in): 1-314' 1-314" 1-314" 1-314" 7' 1-1W 1-114" 1-1/4" 1-114" 1-114" 1-114" 2" 1-318" 1-318" varies ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors @ 5"Min.C.C,1(2)2x5 Angle Ups I(Fig.1) 390 Ibs 390 Ibs 4501be 890 Ibs 1700lbs 270 fibs 28C Ibs 354 Ibs 740lhs 374 Ibs 720 Ibs 9461bs 341 Ibs 442lbs 560 Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date Ov12612021 4 Anchors @ 3.5"Min.C.C.1(2)2x5 Angle Cops!(Fg.2) 780 Ibs 780!bs 7901bs 1670 lbs 2525 tbs 540 Ihs 5601bs NlA 11201hs 748 Ibs 850 Ebs 1892[bs 6821bs 8851bs 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anchors @ 2.71"Min.O.C.1(2)2x5 Angle Clips!(Fig.3): 1120tb5 1120lbs 958 Ibs 2246lbs 2264 lbs NIA 840lbs NIA 1059lbs NIA 13201bs NIA 10221bs 1327 Ihs 1680 Ibs MULLION. IT WILL YIELD A MINIMUM ANCHOR M7ami-Da roduct Control CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE AN CH OR CAPACITY TABI.-E, FIGURE 1: TABLE NOTES: s s 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 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ��� fir{ LYIV HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125" 45° �,� �.�d • �/� �i FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IG 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" N 58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 13E PRESSURE-TREATED 7k YELLOW SOUTHERN PINE WITH AN SG OF 0,56.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" r s ® THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45"BAY y 44j LEAST-125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION .C+ F TE F o ® THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 SS,OR 410 S.S- '••'�40Rlglk ,• ���� ANGLE CLIP FIGURES 1-3) MUST BE USED IN PAIRS, J •••.,..,• �� `` ( A.L�WOJ IK P.E. FL P.E.#58705 m I�1-DaC '-I �`3 9N O •N 1.000" Q� G 1,2f6"�{ SU LL O 0 1.DOD" -�� 1.000" �» I -1zs' E.371.5" 25" o 2.750" 2.750" 125" 3.125" 125' 3.188,1 125" .125" - 125" N 2.000' 2,116" 0 2.000" 2&5" i r > F- 125" 650" .125" a Z LU tit 37b" " 900" W U? 1"X 2°X.125"MULLION 1"X 2"X.375"MULLION 1"X 2.75"X.375°MULLION 1"X 2.75"X.650"MULLION 1"X 3.123'X.5"MULLION 1,25"X 3,183"X.265"MULLION 1-26"X 2.11"X.125"MULLION co � � 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM, 6063-T6 ALUM. 6063-T6 ALUM. 606 SE ALUM. a: X-SECT€ON X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION C=-7 W d Q a 1- 0 00LU �.126" -�I -.125" U) Z i TABLE A z z LU T I 2X5 ANGLE CLIP _ aU STANDARD CLIP DimensionVafue (in) For Mullion: w = x 6063--T6 ALUM. 2.125" 6063 T6 ALUM. © a� 2.000" X SECTION 2.DD0" X-SECTION A 1.625 a -1 v �Z U-CLIP 1"X2" X.125" �L I ti 6063-T6 ALUM. 125" B 2.654 r 125" X-SECTION Aluminum z Z Q rn C 0.895 Tube Mullion d D 0.740 ^ Z o o Qo 125"� I A 1,125 U) -7401, -- B 2.404 1" X2"X.375" N Wj 0 Aluminum O -j co U) 5.500" CUT HERETO .375" 5.0001, - C 0'635 Tube Mullion = U .375" '3,125" �# CREATE F-CLIP,SEE MIN. � .375"MIN. � D 0-49Q � Q 0 0 MiN- DETAIL F,SHEET 4 A 1.875 c 338"MIN. a. "' ---- r ------ -----_---- S 3.000 1 X2.75 X o u-CLIP A ------- --- 375Aluminurz� L_ ------ i t_____-- A A I 6063-T5ALUM. `- ------------------- 2X5 ANGLE CLIP C 0.757 Tube Mullion TOPVIEW 6063-T6 ALUM, PRODUCT REVISED TOPVIEW R 1.118 B complying with the Florida L- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 " Building Cade 1"X 2.75 X NOA-No. 1I;7-QG3©.Q'I 6063-T6 ALUM. DASHED BOUNDARY,SEE SHEETS 5-18 FOR THE B 3.000 .850" /CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR Q.G.DISTANCE.MAXMUM ANCHOR Aluminum Expiration Date 05/26/202'1 HlN THE DASHED BOUNDARY,SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+11le C 0.476 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+V16", SHEETS 5-17 FOR THE IVliami- a Product Control A 2. ANCHOR O.C. TABLE S 37 1" X 3°125" X DISTANCE-MAXIMUM PGT Part# B 2 637 .500"Alum 375" ANCHOR HOLE Mull Dimension (sheet#) C 0.863 Tube Mull s.soo° DIAMETER:ANCHOR mullion Std. Clip Offset Ctip U-Cl+p Angle Clip „ MIN. DIAMETER+1116", p 1.137 MIN. 1"X2"X.125" (5) 66605 666113M 66611IBM 666243M 666511M A 2,625 -------7 1" X 25'X.375" (6) 666006 665114M 6661119M 666244M 666512M B 3.262 X.2 5 3 Alum �------ 1881, -------I------- X.285"Alum 1"X2.76'X.375" (7) 66607 666115M 6661120M 666245M 666513M C 0,862 Tube Mull 1"X 2.75"X.65Q" (8) 66608 666116M 6661121 Mr666241 46M 666514M D 1'762 B 1.26"X 2.11"X ��` Y LY/V� •, D 1"X 3.T25"X.500"(9) 66637M 6661116M 6661114M42M 666515M �� �?+�.• /j I I A 1,813 .121 Alum \ '� g� •.�� I 1.25"X 3.188"X.265" (12) 66641M 6661117M 6661113M M 666516M Tube Mull4-_ - _---- No. 58705 1,26"X 2,11"X,125" (18) 69370 N/A NIA IA 666517M C OFFSET CLIP NOTES: 6063-T6 ALUM. � C(/ I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. f ,4y '• S J E O 125" \ -740"-1 "1 FZORID�.•' rL 2)SEE SHEETS 5-9, 12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS& ANCHOR Q.C. DISTANCE.. A. ��Y�T}I � ETHODS. �1tiR1�.E 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION M FL P. #58705 1.000 �� 1.000 h- 1.062" 740" ® n N M,1)63 .385" 125"Io I I 4 4 0 125" STANDARD CLIP o U 4.Oi3q" 4.000" 2.628" 2.040" 6063-Te ALUM. 2.125" 2,g00" 2X5 ANGLE CLIP U-C LIP X-SECTION 6063-T6 ALUM. N 125° I I 6063-T6 ALUM. X-SECTION 125" .125" .125" .125" X-SECTION � W 031 .126"j- p CENTER OF ANCHOR HOLE MUST LIE WITHIN THE - 125° 155„� DASHED BOUNDARY.SEE SHEETS 10-20 FOR THE 375" 375" ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR _ HOLE DIAMETER:ANCHOR DIAMETER+1116". LIJ p 1"X 4"X.125"� t"JC 4"X.375" 1n X 4"X-375" 5,500" j Z M L�1.1 MULLION MULLION "T"-MULLION 5 000" CUT HERE TO 375" 1- O (fl O 6063-T6 ALUM. 6063-T6 ALUM. 6063 76 ALUM. 3.125 37a" .375" �� _CREATE F-CLIP,SEE MIN. (D z X-SECTION X-SECTION X-SECTION 1594 DETAIL ETAIL F,SHEET 4 I LMIN �d zo� m ane an 1.250" .375 z CENTER OF r-- -- 375" FAcroRr r- _------- ° o>1.594" MULLED" ANCHOR HOLE . MUST LIE WITHIN MIN, VERSION =C�RZI I I I I THE DASHED I Q I Y BOUNDARY.SEE t f F- 0 Q 0) 0 I I I I I F SHEETS 10-17 I I Z D cat 2.875" - - t - FOR THE F - - - -; Q z zco (0 I i ANCHOR O.C. I I Q DISTANCE. i z 0) 3.94" MAXIMUM Ll O3 250" 100" I 3.250n ANCHOR HOLE -A DIAMETER: o m 100' t-_ � --------� ANCHOR ---------------------� U d DIAMETER+1116°. d 2 O � z � 100" 624" _ 2X5 ANGLE CLIP K m O �,O q-41.250" 820" 624" STANDARD CLIP U-CLIP 6Q63 T6 ALUM. - n 3 fr mC� ZCENTER OF ANCHOR HOLE MUST LEE 6053-T6 ALUM. 6063-T6 ALUM. TOPVIEW 1. 550" .820" TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE PRODUCT REVISED 1.25"X 3.25"X.100' 1.25"X 3.25"X.624" 1,25"X 3.94"X,624" SHEETS 10-17 FOR THE ANCHOR Q.C. TABLE C TABLE C, CONT. as complying with the Florida MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Building Code 6005-T5 ALUM. 6005-T5ALUM. MULLION nimenslon Value(in) For Mullion. Dimension Value (ln) For Mullion: NOA-No. 17-0630.01 6005-TB ALUM, DIAMETER:ANCHOR DIAMi T1 R+if16°, F 3.687 1"X4"X F 1,938 115"X 3.25" X-SECTION X SECTION X-SECTION G 1.004 .125" G 0.500 X.624" Expiration Date0512612021 H 2.680 Aluminum H 1,438 Aluminum 3.469" 5.500" I 3.000 Tube Mullion 1 3.250 Tube Mullion By 2.651" �� 125" 375" 375" F 3.187 1"X4'X F 2.625 1.25"X3 94" w Nliami !Jade roduct Control 125: 1.877" I MIN. G 0.757 .375" G 1.125 X.624" of of 1.377" H 2.430 Aluminum H 1.500 Aluminum U) 1 3.000 Tube&"T' 1 3.260 Tube Mu illOn T- I I ] I I F 2.250 1.260 X3,25" F 2,813 30'Ba Mull G fl,750 X.100" F 2.875 45°Sa Mulf f .125 I I I i H 1,500 Aluminum < .125" 45° 2.250" I I I I I 1 30' H I I 3,250 Tube Muillon L5 3.250" I 3.250" t i I i TABLE © 45°BAY MULLION 6063-TO ALUM. I -------� I I _ ____-- Mull Dimension PGTPart# � ��� 0� . 30'BAY MULLION � 6063-T6 ALUM. ! X-SECTION (sheet#) Mullion Std. Clip 011sat Clip U-Clip Angle Clip 1.SCEN3{c C X-SECTION I 1"X4"X.125"(10) 69364 6661liM 6661122M 666241M 666516M G OFFSET CLIP No. 587Q5 125" I 6063-T6 ALUM, 1"X 4"X.375"(11) 66610 666112M 6661123M 666242M 666519M 1 J TOPVIEW I VV i"X4'X.375""T' (11) 66653 666112M 6061123M 668242M 666519M E` - j .2281,1 �--,981„� -�.981" .740" NOTES: 1,25"X3,25"X.100"(13) 20160120312 6661127M 6661124M 6662410M 6665115M Y �} 1.25"X3,25"X.624"(14) 20161/20316 6661128M 6661125M 6662411M 6665116M �O,n =' �T TE O (V- � 1)HOLES TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25"X3.84"X.624'(15) 20162 6661117M 6661126M 666241M 666517M _��\, 2)SEE SHEETS 10, 11, 13-15, 19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS, 30 Degree(19) 66649 NIA N/A NIA 6665110M '�fr 'OVAL S;`�ti�� 45 Degree(20) 66650 NIA NIA NIA 6665111 M >- !f I} I l 11 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 6 6 A. LYNN M�LLER, P.E. 0 FL P.E.#58705 w 07 TABLE E g o K o PGT Pert# Mull Dimension (sheet Mullion Std. Clip U-Clip Angle Clip �° -{ - .125 I� .125" o m Q z w •r 2"X 4"X.25" (16) 66602 666261 M 666271 M 6665112M �' q Uj 2"X 6"X,25" (17) 66604 666262M 666272M 6665113M STANDARD CLIP UT6 A zX5 ANGLE CLIP 6063-T6ALUM. 6063 T6 ALUM. 6063-T6 ALUM. fl 2.000" X-SECTION2.125" X-SECTION 2.000 R u7 NOTES: 04 I V 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWINGLU 125" 125" 125 o C! m M m F- DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. � � � �[V� W 2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE I Lll �� 1.430"� Q HOLE LOCATIONS. �1.490" w 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 0� 5,500" � L� GUT HERETO 5.000" 375" 0 W ~ CREATE F-CLIP, MIN. W � Z co�2.000" .375" Ce _SEE DETAIL F, MINr 375 ¢ LLI MIN. F- O c0 V, ( SHEET4 I (0 z !___ -- - -- ----- z = W 6 = a 3 m ❑ a� j I do c� &�Z LO I a r r l- 4.000" � -i _ 3.438" � + 3.438" � � -- - _ `"i z U Q a`5 rn 250" 2"MULLIONS I r i 3.438" i i © 6Z cc) co I a U) Q g m0 �6O 6063-T6 ALUM. ! .375" U) Z X-SECTION MIN.------- -------- W O C11W L- ----- - --- ------ ! cn ❑_ o t7? f17 L- STANDARD CLIP I - 2X5 ANGLE CLIP 2 � 2 Q O O U-CLIP,6063 T6 ALUM. Q ._ CENTER OF ANCHOR HOLE MUST LIE 6063 T6 ALUM. CENTER OF ANCHOR HOLE MUST L(E 6063-T6 ALUM, p Z �0 U] 250" WITHIN THE DASHED BOUNDARY_SEE TOPVIEW SED FOR 2"X 4"MULLION,SHEET 16 WITHIN THE DASHED BOUNDARY.SEE TOPVIEW .4 3 O!Y ?O SHEETS 16-17 FORTHE ANCHOR O.C_ TOPVIEW SHEETS 16-17 FCR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE_MAXIMUM ANCHOR HOLE v ""7 DIAMETER:ANCHOR DIAMETER 1116 WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116". SHEETS 16-17 FOR THE ANCHOR O.C. PRODUCT REVISED 5.500" DISTANCE_MAXIMUM ANCHOR HOLE aS Complying with the Florida Building Code CUT HERE TO DIAMETER:ANCHOR DIAMETER+1116". 5.000" NOA-No, 17-0630.01 3.500' CREATE F-CLIP, -�2.000" -1 375"� 375" 375" Expiration Date 5/26/2021 _SEE DETAIL I=, I MIN. SHEET4 MIN _ C MIN. € .375" I -------- Miami-p de Product Control I I I I I I I I I I I E I I I ! I I I I ! I I I ! I I I I t I I E I I I I I i I I E I l 4.688" r „ - - - - 6.000" -II - 5.438 ti r f I 1,r 5,438" 5.438" i , O� /1/N 2"X 6"X.26' ~��\�'� . y�cEn F •r(�� MULLION I 6063-T6 ALUM. I € 4. 537Q5 _ X-SECTION I I 375" j I MIN. L �{° ' L- U-CLIP 2X5 ANGLE CLIP % ��OR4f]l�.•''�\C� � 250" Sfi063 T6A�UMCLI� �'sI NAL 6iIE3-T6ALUM. 5063-T6ALUM. i7 �O �� TOP VIEW USED FOR 2"X 5"MULLION SHEET 17 TOPVIEW rr 1 S ', TOPVIEW A. LYI4ifLLR, P.E. FL P.E.#58705 EXAMPLE 1.SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4"•THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF_ ,� Ic NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 32"+32+1"=65".REFERENCING SHEET 25,THE COLUMN USING ® Q-N o N -- , 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 �M � DESIGN PRESSURE OF+600-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE_ ~ z •� U- �-SEE SEE FROM TABLE 3A,SHEET 7, THE 1"X 2.75"X.375"MULLION(LENGTH=72",OPENING WIDTH=70")MEETS THE:DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. PRODUCT'S SHEETS o APPROVAL. 2.3 ^0 2 tWJ �. FROM TABLE 4A,SHEET 8,THE 1"X 2.75"X.650"MULLION(LENGTH=72",OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE -' 72" OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. LL MULLION N LENGTH 2)USE TABLE 46 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 m U ANGLE CLIPS WITH(4)##12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. SEE LLI DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J f 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. U? 2 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, LEE p "�NQAN IN WINDCW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF; L�E.I �I-- 32" I MULL---a (60 PSF)X( 636 LBS =524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) ~ D OPENING W[DTH l 72.7 PSF � �Z 6 z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318",THE OPENING REQUIRES A t DESIGN PRESSURE OF+50.01--55.0 PSF. U bz ►� FOR THE VERTICAL MULLION: <C � r Q rn M 1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+V=1 05"AND THE OPENING WIDTH IS 36'•+36"+1"=73",REFERENCING SHEET 25, < THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8"AND WILL ~ U) EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. V) � SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1"X 2,75"X.375"MULLION LENGTH=10B",OPENING WIDTH =80")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF � � MULL WIDTH SHE>wTS 2-3 i AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. co t ; mooFROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(LENGTH=108",OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a o W � �� 0 FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. nPENESTRATION SEE _a m�DETAILS, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36*+36"+2"=74",NOT 73"AS PREVIOUSLY SHEETSASSUMED,VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN 2.4 THE 73"DIMENSION(35-1/2"+35-112"+2"=73"). PRODUCT REVISED as complying with the Florida, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Building Code VERTICAL I I CONCRETE HEADER 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. 17-0630.01 MULLION `- -R�SEE ` �gEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.J USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112"GIVES AN ANCHOR CAPACITY OF 105C LBS WHICH IS GREATER,AND LENGTH � Expiration Date 05126/2027 & DETAILS, DETAIL E, OPENING SHEETS 2-4 SHEET FOR THE HORIZONTAL MULLIONS: By HEIGHT w Miami- de Product Control FOR 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 GU w HOR17- /// MULLION TYPE COULD BE CHOSEN. MULLION 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+72"+2"-906". REFERENCING SHEET 25,THE COLUMN USING TRAPEZO[[)A€JTRIANGULAR LOADING MAY B1= 0 USED. FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(@ LENGTH=42",OPENING HEIGHT=120")HAS A DESIGN PRESSURE OF+r`170.0 PSF WHICH EXCEEDS THE � REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE Q DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE V z SHEETS 2 3 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 (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED C ti 4 I I 1 t I 1 ANCHOR CAPACITY OF 521 LBS. \0 70�A%� LY/V& rr 36°,HORIz, 38^,Hawz. 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 RNCHOR . ' 41GENS f(� 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 VVIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#�12 STEEL SCREW, No_58�05 (9 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE 15: +1-64.7 PSF FROM THE VERTICAL MULLION; n = +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TQ CMU; N +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). P® p � TIAE THE LOWEST DESIGN PRESSURE IS +1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. c VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION �//,���{�� PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY, FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN � LYMrV'rbflLILER P.E. ACCORDANCE WITH THE INSTALLATION A. SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. O U FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALlTRIANGULAR LOADING: yh rn 9 9C O N #k 4 F- I I II z Ll LL j PW �z o I I PW w� PW I 4a L) LL I ti J � I a a II PW SHIDH SHIDH SHIDH SH/DH i PW 7 Z nm-�C� 7 °U)(DLU LU Vo �U [W)a LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j 1T] cY] LU SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS H QD Q) a HINGED � DOOR O m 2 SGD I Z m NU I LOADING OF VERTICAL MULLION w :Eto. >a T EL] a U Z LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION � Q PW T PW I t aC ' PW PW U) LT1 yo mC� PW PW O 1 SHIDH SHIT3H SHIDH SHIDH I O d Q 0Z 0 0 � a � ma �o I SHIDH O a W o of"� FT / PRODUCT REVISED III as complying with the Florida LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1 r / Building Code SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION j NOA-No, 17-0630.01 PW PW a HR Expiration Date 05/26/2021 I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BY I MULLION Miar�ii-Dade Product Control � I I P HINGED I NOTES: DOOR PW PW I j 1)DRAWINGS ARE ! RERESENTATIONS OF-TYPICAL I PW CONFIGURATIONS. PW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM o o / / ! THOSE SHOWN. I 2) IF THE LOADING TYPE CANNOT 1 I - BE DETERMINED,USE �� , ,'�®• �l �i 1 , PW RECTANGULAR LOADING. PW PW 1 / �•.• •.�� 3)SEE PRODUCTS'APPROVAL FOR NO, 58705 I ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION / �27rV PANEL OF HINGED DOOR IS N O 'OT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I 4� T SGD . TAT ZONAL O e LOADING OF VERTICAL LOADING OF HORIZONTAL A,'LY N{I1ILL'�,P.E. MULLION MULLION FL P,E.##58705