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HomeMy WebLinkAboutNOA; Series PGT Clipped Extruded Aluminium Tube MullionRECEIVED MAY 15 2019 M IAM I•DADE MIAMI-DADE COUNTY r LST. Lucie Ceofirus i�ftl��tr�n9 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 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy 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 Iabel 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. TERNIINATION 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. "a ' ' • NOA No. 17-0630.01 M[AMI•DADE COU.NTOY Expiration Date: May 26, 2021 t `1 ` 0 Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 63001;, titled "Impact -Resistant Al unintun 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 I. 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 511, Edition (2014) and with FBC 61h Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6 h 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.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. P duct 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 NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE I--OPENINO WIDTH FORVERTICALMULL--I MULLIONS I / - SEE DETAILS A.D,G11 SHEETS24 SEE DETAILS ATHRU C; SHEETS 2a VE MULL LENGTH GENERALNOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE.BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. SHAPE 3j THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.U780. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1 / I SEEDETAILS I I ATHRU G; SHEETS 24 OPENING HFJGHT FOR HORIZONTAL SEEDETAILE, MULL SHOT 3 FENESTRATION PRODUCTSMAY BE OFANY TYPE MUSTBE / 111 MANUFACTURED BY PGT. I ' / SEE DETAILS HORIZONTAL SH24 MULL EET3 LENGTH HORIZONTAL MULL LENGTH 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXTSIZE SHOWN ON THETABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA•S 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE AND ARE APPROVED FOR IMPACT AND NOWIMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT.APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHIHEIGHT OF: EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: �OPEMNG WIDTH --I f-HORIZ MULLLENGTH-j —I LENGTH I- r F. OPENING v0PEM\N_GWlD HEIGHTF, MULLFORTHEIGHT LEENGTH ING� � MI1LL LL L GTH SINGLEMULLION SINGLE MUWON 4ORVERT1CAL MULL II OPENING VtIOTH ~FORVERTICALMULL '1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ANSI/AF&PA NOS-2016 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL-ADM-20'15, •AISI S100-12 •AISC 36D-10 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAW OR'TRIANGUTAW RAPEZOIDAL'. GENERAL NOTES_....__-_.. 1 INSTRUCTIONS ................ _—._._ I ELEVATIONS ......... .... ,._.._...__. 1 MULL To 2X WOOD ....... ............ 2 MULL TO 1X & MASONRY.__..._. 2 INSTALLATION NOTES....__.._. 2 MULLTO MASONRY_._..._...___. 3 MULL TO STEEL STUD_.._-... 3 MULL TO MULL_....._...___ 3 ALTERNATATE CLIPS._-­.-4 BAY MULL INSTALLATION.....__.._ 4 1 X 2 X .125 MULL SPECS._—5 1 X2 X.375 MULL SPECS-....._.6 1 X 2.76 X .376 MULL SPECS -7 1 X 2.75 X .66 MULL SPECS....---8 1 X 3.125 X .600 MULL SPECS_..__9 1 X4X.125 MULL SPECS.___..._10 1 X 4X.375 TUBE MULL SPECS.._ 11 1 X 4 X.376 'T' MULL SPECS.-...1I 125 X 3.188 X 265 MULL SPECS._12 125 X 3.26 X.100 MULL SPECS__ 13 125 X 3.25 X.624 MULL SPECS__14 125 X 3.94 X.624 MULL SPECS_...16 2 X 4 X .25 MULL SPECS__._.. 16 2 X 6 X.25 MULL SPECS_..-._.. 17 126 X 2.11 X.126 MULL SPECS.... 18 30' X 325 BAY MULL SPECS..._.... 19 45' X 325 BAY MULL SPECS__._ 20 MULLION & CLIP DIMENSIONS-... 21-23 EXAMPLES 1 82..........._.._.24 LOADING EXAMPLES_____...___2S 4) FIND THE CHOSEN MUWON'S MULLION CAPACITY (LBS/FT') FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE. LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/� OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSUREDESIGN pRESSURE REQUIREMENT "SIFT') FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED�BS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 1 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBSIFT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFP FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA- TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBSIM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBSIFT2) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Dame 05/26/2021 LYN& !_ * : No. 58705 p0 ry/ �2 (lam; �O.(� S AT((/: IONAL A. L1 KINMILU0R1,)N.E. FL P.E.# 58705 • . i DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EDGE DIsrANCE SCR WOW / SCREWS L .260' MAX FOR I ALL MULLIONS SIDE 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 ABOVEARE FORPICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THETABLES ON THE FOLLOWING SHEETS, FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HE(HEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTYAPPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) EXTERIOR EDGE 4 DISTANCE FOR MASONRY ANCHORS LL MUWON �' O BUCKSTRIP TYP. AN p �- . AND PERSUB5FRATE, �_ ATTACHMENT SEE SEE TABLES 1B-13B BY OTHERS, In SEE NOTE 1. CJ SHEET i. L) I LI C4 l- I W LLI MIN2.7KSI ..,-'.. EDGE W O CONCRETE OR CMU' I DISTANCE, W J I .I F---I-SEETABLES � j I in I EDGE DISTANCE B•13g N I ° FOR MASONRY O W Q C7 ANCHORS SIDE VIEW F=m O 0 LU a ERHERTHE z STANDARD OR OFFSET MULL 'de CLIP MAY Be w mO ° ITHIS METH M EW J ti zZ m Q Z n !° z Z O Q m 67 D. QQB ..ono n LU ¢ Y Y a U Z Q t, Q — O O Z W ILA go O PER SUBSTRATE 9 A O SEETABLESIS-13B PRODUCT REVISED BUCKSas complying With the Florida AND Building Coda T ATTACHMENT NOA-No. 17.0630.01 BYOTHERS. EMBEDMENT• SEE NOTE I. Expiration Date05/26/2021 SHEET I. 4 By • Miam1-0a roduct Control MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW �tttlnnrlii, 1 N10ENSF��C Q� BYATE OF' ••(V�� �l(CS'•.F(OR.DP.. i,70NACE� A. LYUd MILLER, P.E. FL P.E.# 58705 a '% MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW ' DETAIL E: --1 125'MIN. � MULLION TO MULLION INTERSECTION (U-CLIP) NOTES: 1) MAY BE INSTALLED IN'TEE' OR 'CROSS' INTERSECTIONS. VARIES 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 TOP VIEW '. N^ FOR CORRESPONDING MULLION. 'HE OFFSET CUP IS ECOMMENDED FOR FIN -FRAMED VINDOWS, BUT MAY LLSO BE USED FOR IHER FRAME TYPES. 3B 1-�SEETABLES MIN2.7KSICONCR_--fEORCMU 113-13B SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALLDRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL. REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THETABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLYMUIMI-DADE COUNTYAPPROVEO ELOO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRYANCHORS. FRONT VIEW 11123TEELSCREW5, SELF -DRILLING OR PRE-0RILL ` -MU LION AND USE SMS MULLION EMERIOR SEE SHEETS 21-23 FOR HOLE LOCATIONS EDGE DISTANCE SEE TABLES 1B-13B SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) :TORE TYP. ANCHOR . 'PERSUBSTRATE. SEE TABLES 1B-13B SEE 21-23 23 FOR HOLE LacAnons / \ rMUWON FOR STEELSTUDS THINNER THAN 16 GAAND COMPLIANT WITH THE FL BUILDING CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS USE WOODANCHORSPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. SIDE VIEW. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 o STANCE \ L SEETABLES �.`apNy 10-t3B ` P�'t . t,ICENSF :/``tT * : No.58705 •� �� O • �TIIE �. •-, SRO NG�, FL P. 58705 s DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A-0. \ SHEETS 2AND 3 FOR INSTALLATION x TOSPECIFlC SUBSTRATES. O O O O SIDE VIEW SHOWN WITH 1•XPX.126' MULLION DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) _30' OR 46' BAY MULL v0p OO O j TYP. ANCHOR I PER SUBSTRATE. I SEE TABLES I513 OR 168 I I EXTERIOR I I 1I rxsnNGLEcuP. I\ 2 PER MULLION END. MUST BE i /INSTALLED INSIDE OF BAY MULL 'Y� \ d \- W PRODUCT REVISED N,_TYP. ANCHOR ® %complying with the Florida PER SUBSTRATE, Building CCode SEETABLES IB-13B INTO WOOD.NOA-No. 17-0630.01 Tf7 STEEL, ALUM Expiration Date 05126/2021 INTOWOOD, STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR - ALUM, CMU OR MASONRY MODIFIED IN -FIELD. �zz By W Miami-DpProduct Contra f70T380Rcc OF PFAfF 2 e ® INTOWOOD,STEEL 1 . ® ® ALUM,CMUORMASONRY O 1 EDGE DISTANCE U PER ? ANCHOR f98E DISTANCE 5: NOTES FOR INSTALLATION OPTION G 8 H: y ���aQNY•LYAf1v PERANCHOR O 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. Z Q�: VICENSF •., 4� NOTES FOR INSTALLATION OPTIONS F: •'•� 2) DETAIL G: SEE TABLES 18-1413 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE n~O. ko. 58705 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.11' X ,125' MUWON. LOCATIONS. — n _ -0 2) SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FORHOLE LOCATIONS, 3) DETAIL H: SEE TABLES 15B OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE c�i LOCATIONS. ® �O••'• H�'••��� 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. _ '1t�0'•�<ORIOP,. ' N� a A. L{{dtU miA P.E. 0 FL P.E.# 58705 I At3Lt lH Mullion Capacity Table s1R Opening Width (foreNcOpsparrirg minions) or Opening Height(forhodmn!QIi span*V muViom) So In 60 in 70 M go In 90 in 100 In 1120In 140 in 160 in 1x2x.125 Recfangtnar Loading Trd mng. L-,rne Recangalar Laadne TraDRden2. Loading 11- 0ler Loadng Trap/Tdang. Laedn9 Rtclon8ular LOadne Tn�(T1mrq. Lt4dbLq Rectangular Loedne Tr,,'Tlierg Loading Rectangular Loading TrapRdan9• Loadn9 rmemngWar Loading Tmprtdeng. Loading 1lemangular L-Oing 40pRnan& Loading Rxtan9a1y Ldbo T1aprMane. Loadn9 Alum. Tube Mullion _r $ �c `Q f� &• ng g_ a`z' r a fr�� ,�• Ae $ a r E2 r a _ 3 m�, _ g ��� b-@g �• p r ga z 3 4i` y6L� a ai c o"a` c'P r ci r ci �• r u 3 a^ <� 3pa ? 4 2 A• q� 8 F_ & r7 •-�c ��' ua t B t v� m� 8a gg 'b $ 3_ c�� Y 43_ rd_ cp9 3 fipq a. c1_ $G c7a 421n 111.9 400 129.5 332 932 408 115.5 375 79.9 408 107.8 321 69.9 408 iDC4 319 621 408 104.0 319 55.9 405 104.0 710 46S 408 104.0 319 39.9 408 f04.0 318 35.0 408 1 tt14.6 319 48h 74.9 312 83.8 1 258 624 312 73A 252 61.5 312 97.0 248 46A 312 632 246 41.0 312 37.6 312 61.0 244 312 312 61.0 244 28.8 312 61.0 244 23.4 312 OLD 244 50.6-25 in 63.9 281 70.6 234 532 281 61S 228 4iB 201 55.7 724 52.1 222 33.52B1 31.9 281 49.3 210 26.8 281 49.3 219 22.8 281 49.3 210 20.0 281 49.3 219 541n 52.6 247 57S 207 43.9 247 49.8 202 37.8 247 44.6 199 41.5 1B8 29.2 247 26.3 247 38.4 193 LIA 247 38.1 IM 18.8 247 36.1 193 16.4 247 38.1 193 C 601n 38.4 200 412 170 320 2M 35.4 168 V.4 200 31.6 163 28.9 160 21.3 200 $132- 192 2D0 25.9 157 16.0 200 2i0 15863 in 33.1 101 35.3 155 27.5 181 30.3 im xLT /B1 29.9 148 $2.03151 24.5 146 18.4 151 16.8 iB1 21.7 143 g 66 h 29.8 165 30.6 142 24.0 165 26.1 133 20.6 165 23.1 136 21.0 134 721n 222 139 23.3 120 18.5 139 19S 11B 15.9 139 17.5 116 781n 18.9 125 19.7 109 16.7 125 16.8 18F 78 In 1'., 118 18.2 104 TABLE 1 B Anchor Capacity Table s Sob4hetE 278 Con<rete 3.58 Cac. M- CMU Fled CMU PT WOOd Metal Y76• Bto 114' S6 Ebo "le't]eo iW' SS Elto 010 Steel $12 8red Al2 Sted ArcbuTypa 3/i6'Eba lntracur UP EIc011tlree0n - 7/16'FJto UltracOn 1W`EIeo UDrecal AgO��r ium!t Agg,,UX Somw(GS) Gu (CS) Strew(GS) Anchor Clip Patterns Edge Cum -link P 2.1/2' 1• 24/r 3AAr 1' 2-trr 1• 2-iff 2' 3.1/a T 0.48' OS4' 0.324' Emme bednt PIP I.N' I 13/4' 1-3/4' 1a/4• T 1-1/4' I-1/4 1-1/4' 1.114• 1.1/4• 1-114' T 13/6' t-318' vtdrs 2 Mchom @ 4.75' Mln.O.C. / Smndald Or Oesat Otp i,V. ih 3W ba 390 I4v 45D Ib.4 eB01W 164410a 270 ins 290 @a 530 ds T901W 3741 te 6641W W W 341 na 442 rtm 580 �i 4Anchtm Q 1.15' Min. O.G / Standard (or Obei) Cop 1F10. 21: 460 bn 70D @a WA WA WA NIA 3801ba WA N/A WA WA WA 682 bs 885 IM 1120 D. 4Arclo g 19 r Ion. O.C. / R) IhS Angle C6pa / Flu. 3T 7W lbt 180 ba GOD 151 1560 0 v 1898 ba 5402. 560 @a WA 760111a 748 1b3 680IW 1892 @a 6821ba 835lbs 1120 IDS 2 ArmhOm®0.45•Min. O.G/U1310. Into.l2S Alum.(Fi9. 4p WA WA WA WA WA '822 WA WA WA WA WA WAI 3321ba WA 473 ba WA 41 I @a N/A 2211ba 7151ba 280 F. 1 Arc1nr/ FClip (Fq. 5t 195 ®5 195 @4 226 @s d45 bs @s i33 bs 740Iba 777 bs 3T0 @a 1871bs 2AneMm t.t3' Mf[t O.CJ F431p (RU. eh 240 bi 350 @s WA WA WA WA 190 @0 WA WA N/A WA WA 341 @a 4421bs 580I0a NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PAL I t=HN ANU ANCHOR W FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURE 6: O TABLE NOTES ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,,)X (_ANCHLUON CAPOR CAP.,„,.,,,,,\ ANCHORCAP.- MU,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE C) FO � CD rn 4n W m PRODUCT REVISED as complying with the Florida Building Code NOA-N0. 17 0630.01 Expiration Date 05/26/2021 By Mlamr- � e Product Contro 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- r--• 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. APPROXIMATE HOLE LOCATIONS. 2.000' 1 ) FIGURES SHOW SUGGESTED, LY... '''•,� 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. H=OW AND GROUT .125' ��.``ANY `` �`:` .• ,• LICENSE'-.� 30 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C. WOOD SHALL BE PRESSURE -TREATED CONCRETE OF " �.'•,� YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM .125 THICK. STEELSTUDS TO SEA MINIMUM GRADE 33 AND .045' THICK(iB GAUGE). STRUCTURAL STEEL TO BEAT 1' X2' X.125' MULUON = SrC ;� NO. 58705 LEAST .125` THICK AND A36. ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _ THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S. OR 410 S.S, ;• 6 �� r •, ' �O� •.. STATE F•' (V�� �iSS��NAt rc��:``• A.. Mat P,E, FL P.E.# 58705 TABLIz 1A Mu1Twn Capacity Table balR= Opening Width (forlertlra0y,spar9l(p mullions) orOpening Height (for had *6partring naAhons) 50In 60 M 70 in 80 In 90 in j100 in 720In 7401n 160 In 1 x 2 x.376 Raetangdar Lo dbv TaplTdalrg. Loadng Redangulat Loadng 72plTriang. Loading Redeng4Wr l .*. TrapRdarq. Loadrg Reetarlgular Loedrq TrepROang. Lwdlng Reclan9dar lt¢dop TMWM-np. L.oa01n9 Recbiydar LOedln2 TRpRdary. L-nna Redvngular Laadhg 7mprtdari7. Landing Reclaigdar Loading 7rap7danB Iser9119 ReL aina Laadlrlg 7mp?deng Landing Mum. Tubeff�!7 as 8Sa �� fo a^ �9xG� 3_� gg d Z42fn sF¢�a �� rMulliong@ 3gg �d 17Q0 EM 170.0 435 151.3 BQ 170.D 47860 17QD 506 113.6 6M 169.5 518 1me aQ 1658 617 Sall 6Q 168.9 517 75.7 6Q leas577 848 662 180.9 6176696 in 1215 507 136.0 418 101.4 507 119.2 410507 tOfl7 403 740 SW 1028 384 67.6 607 99.8 9B7 60.8 507 B9.0 ]BG 647 507 99.0 3% a34 507 99.0 390 38.0 5P7 9Q0 386 50.6751n 103.7 469 1t4.8 378 66.9 458 99.8 371958 90.6 384 64.8 458 ace 360 57.6 456 ' 87.3 W S1.a 450 .8Q0 356 432 468 80.0 356 37.0 468 60.0 3E6 324 459 80.0 356 %N B5.4 400 83.3 336 71.2 400 80.0 32B400 727 Q2 53.4 4� 87.3 318 47.5 400 61.0 315 42T 40D 62.3 314 356 400 61.8 313 345 400 61.8 313 28.780 in 623 324 6a,9 279 51.9 324 575 270324 61.2 T64 38.B 324 4" 260 34.6 324 43.9 237 31.1 324 42.0 25S 26.0 324 40.5 253 724 4Q5 253 1Q5C 63b M66 63.8 294 57.4 252 448 2% 492 246294 43.8 247 33.6 294 3A8 237 29,9 2g9 37.1 234 269 294 352 232 22.4 2% 33.5 230 192 294 334 230 IMB 294 n4 23D indSa 26B 49..8 230 3a0 268 424 225268 37.9 221 29,2 258 341 21B 20.0 288 31.6 275 234 TSB 2AB 272 19.6 ^SB 28.0 210 167 2'oe 27.7 2W 746 288 T7.7 2D8 2in36.0 in 30.8 225 2Q 37,9 �l20 196 177 30.0 2SS 225 202 322 272 191225 173 21.9 2Q 28.4 23.8 188 170 22.5 1Q2 225 202 25.6 219 185 16T 20.0 17.0 23 202 23.5 19.7 1e2 1fi5 1aD 15.3 225 202 22.1 1a4 180 16:r 1S0 129 225 202 2A3 18.7 777 180 12g 109 225 N2 19.6 1SB 176 15B 17.3 9.6 275 2Q 14B 1Sa 178 I 15a 78 In 26.3 1Q 29.6 168 23.6 192 25.1 165 20.2 192 I1.0 162 17.7 1B2 1ST 159 117 iQ 18.1 157 14.2 192 td8 165 11.a 192 15.2 152 10.1 192 14.4 1� 8.9 102 142 16Q 9016 186 144 19.0 10 164 144 16.1 126 961n 152 127 1S6 113 TABLE 2B Anchor Capacity Table libel S Wslrate: 276 CO..* 35k M.. HoOaw CMAI FBled CMU PT Wood Meal An -Type' 9116•FJco Utrewn 1/4'Eleo Uhacgn 5/76• EI4o URmemr 3/1B•EIm URraeon 114'Elw Utracm iM' 6S Eloo AB0T6a�r 5ft6- Ell Ultraean 1/4• SS Elea AgpeGal4r 010 Sled Screw (G3)Sorew 012 Sled (GS) 02 8ted Selaw (CS) ADChOr CIO PDKeme Edge Dtstanoe fink 1' 2-1rY .1• 2-1R' 34I0• 1' 2-V2• I' 2-1? Y 3-ifB• 2' o.4B• o.%• 0.321• Embedment link fa14- ta/4' 1aI4• 1-W4" 2' 1-114• 1.IA' 1-lW 1-1/4' 1-01C 1.114" Y 1.37a' tale telea 2 Andras®4.75'MN. O.C.1 SIaManlor Onset tllp (Fg. 1k 3901ha 3901ha 450 Ora 890 ass 16441ba 270 Us 2801be 3%Iba 7401ba 374 Ds 6%16a 946 Ux %1ID9 442 tas 500 an 4 Ancrram ®1.15' Min. O.G I a'nndard (orpEeq tlID (Rg 2k 4601h4 700 Its WA WA WA WA 300 0c WA NIA WA WA WA 6Q Ga a85 U. 1120 On 4 Aricnars 3- W. O.C. I QJ 235 Armb tl¢+s 1(Fw. 3k 7B0 Ibs 7801M fi80 ®s t5B01ba 1896IDa %0 Qa 5B0 Ra WA 760 ga 74a lhs BBO Iba 1®2 U. BQ pa 885It. 1120 U. 2Ar¢hwa®O./S•60n. O.Q IU42ip, Into .12S AMn(Fig. 4k WA WA WA WA N/A WA WA WA 17710s NIA 3701bS WA 1871bs WA 3121Ds WA 4730n WA 170 On WA T211hs 715 Bre 2801ha 1 Anchorf F421p (Rg. R 196 lin 195Ihs Zinc 445 ma 8221M Minn 14D Ibs WA WA WA 941 ibs M216a 6801ba 2Anobols @ t.iS Min. O.CJ F-Gip (FW. ak 2401bs 350 It. WA WA WA WA 190 am WA NIA NOTE: FOR THE OFFSET CLIP, USE THE SAME PATTEKN ANU ANUHUK VALU =a r I ne 0 r euvvnr TMFNT FORMULA: (DPI) X / ANCHOR CAP.,K,,.,�,\ _ANCHOR CAP.- \MULLION CAP.,"aoea USETHIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE PRODUCT REVISED 2S complying with the Florida Building Code NOA-No. 17-0630.01 F.xpiratlon Date 05126/2021 FIGURE 1: FIGURE 2: TABLE NOTES: _ ® 0 ® ® 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, 1 000" . ® ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r� 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE I FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. I t tt 7 1 I I I I I77 2.000' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-^^43. ® ® ® FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. �•' LICE NSE'•. �(�';3 i ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED LD2375' - No. 58705 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CEO. WOOD SHALL BE PRESSURE -TREATED * : {(• FIGURE4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063•T5 AND BE AMINIMUM OF.12S 1'X 2'X.375•MUWON _ _- ��� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK(18 GAUGE). STRUCTURAL STEEL TO BE AT J 0. T'• LEAST MATERIAL AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND pST/ACE O�Ft7-: � ® THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 1&B S.S. OR 410 5,5. % .P '•. P /0NAL IEr1 •�• A LYN)S MILLER, P.E. FL P.E.# 58705 TABLE 3A - MU310n Capacity Table (ibslftt) Opening Width (tar initca1y-spalring mugions) or Opening Height (for ltor nontagy-Bpanrtng mullions) 50 N W N 7o In 601n 901n 100 NVR- 140 N 1601, Rectengu TrwTdem• Reetang0lar Tmp/Tdang. Rmt-%'I Treplydeng. Recfengular Tlepinlang. Reetrngular TfepRdang. Rectng" MW11M0S• Laadhg TfaP'Meng. lmdng Ra=lan9amr ToplMan9. Loafing Loafing Pnetu,lHlar 7kprtden9. Loadng Loadng 1 X 2.75 x Loadng Lw6n9 Ewan Lmdng Loadn9 taadn9 Lmdne Loading Load v Lnedng Loadn9 .375 Alum Tube '72Ii a.. >, _ �• SSulUon@ 5 ci o9 f@rcf`s42In gyyg4e 7T0.0 620 170.0 435 170.0 7N 1T0.0 478 170.0 868 170.0 5091T0.o 952 170.0 519 Van 1116 170.0 521 170.0 1140 170.0 121 14471301 770.0 521 127.5 1301 170.0 521 7115 1301 1T40 12101n 324 170.0 e`A 170.0 586 170D 992 1740 630 170.0 1133 170.0 681 151.8 1139 170.0 6/7 136.6 1139 170.0 ageB70 170.0 680 97.6 1139 170.0 680 85.4 1139 170D 680 {8 N 170.0 708 170.0 WS 170.0 631 1679 1032 170.0 68! 146.8 1032 IM.0 723 130.5 1032 170.0 7{7 117A 1032 170.0 760 170.0 768 ®.9 1072 170.0 756 73.4 1032 170.0 756 50.625In 170.0 747 170.0 563 170.0 907 166.7 730 1249 g07 1S26 720 107.5 907 145.0 714 96.8 a07 141.1 710140.0 Tog 69.1 g07 140.0 709 60.6 007 140A 709 54N 1i0.0 7g/ 170A fi12 161.3 807 170.0 691 1182 70.! 735 99.5 683 T0.5 735 95.1 578 91.9 574 SOA 735 In a $74 44.1 73fi 919 576 .In 161.1 735 1513 625 117.6 735 130} fill 1009 735 116.0 599 eel 735 tOB2 590 63 N 121.9 666 130.0 570 101.6 6ge 111.5 S37 37.0 660 95.9 647 762 6U6 90.1 5M 67.7 ges Me 531 60.9 60 79.8' 525 75.8 821 43.5 668 75.6 621 38.1 666 758 Sal 7i7 807 85.0 501 fi82 607 77.1 193 50.9 fi0/ 71.5 406 53.0 fi07 67.6 4Bi 63.4 478 37.9 607 6L7 474 33.1 807 627 74 472 pr 65N 7afi.o BOT 1124 522 68.3 807 B6.t 511 Sit 51.0 510 57.9 419 45.4 510 53.3 473 40.8 510 50.0 408 45.9 d02 292 510 44.4 399 259 6/0 44.3 in 510 83.8 443 m.0 510 73.0 431 58.3 10 61.3 420 385 43.4 458 48A 3A 38.6 138 M.fi 373 34.7 45e 41.6 368 28.8 458 37.7 3<a 24.0 438 36.0 359 21.7 45e 35.7 358 761n 458 725 400 57.0 45a 01.7 392 45.0 458 64.1 40.9 355 32.1 435 3s1 351 28.8 439 3/.4 344 22.9 435 326 341 241 435 322 340 7801 435 67.0 -ae1 53.5 435 45.9 41S 49.8 368 40.1 436 44.7 3fi0 35.7 435 9oN r24 727 431 290 34.8 327 36.4 285 28,9 327 MA 200 28.1 327 283 279 249 327 73.7 2fi8 17A 327 21.0 262 14.9 3i 18.3 2589fiN 2B7 354 257 28.7291 29.9 252 24.6 287 269 248 21.5 287 23.1 244 44�E271 17.2 287 19.3 237 14A 287 JIM 232 too 227 24J 209 202 227 248 201 173 227 18.0 198 15.122760 195III in . 215 227 194 16.6 215 19.1 191 159 215 16.6 188 120 in 17.6 134 1 17.9 1 167 TABLE 3B Anchor sut,M.t : 2-7k MUM AnaDor ry 9116' Elw 13irewn ib' Eke NlDacnrl capacity 3.St Cana. �O UlBaeon Table Ibs 1409aw 0AU FBled= PT Wood Metal stiff, El'. Nraecn I- El- Ntracon 1"' SS Eleo 5118• 2­ 1/d• SS 61w (no Str V C12 Steel W2 SntI AggmGelor ln1rac00 A99MGetor 94eW (OS) e4nw (GS) ScreW (G5J Anchor CUP Patients Edge Wataroe (N' 7' Z7r4' t' 2-112' 3-1/8• 1' 2.1R' 1° 2-1/2• 7 1 3.110' 7 0.98' 054' 0}24• EMI-I-Mtin 1-3I4• 1, 12/4' 1J14• 2' t-11v 1-1/4' 1-1I4' 1-1/4' 1.1N' I1-1/4' 2' 11/B' iJlB' modes 2®Min O.G/ Standmd or C118d Gip(Fig. tk 3D 3s 45M. 0ea 2 s 41Ds 7409n 3741Ds 6641bs 9461Es 3411bs 442 US 580 ms 1120Its 4 Mchon ®1.75' Mh O.C. f 3tantlazd (orOmeq CIiO TFtb 2),4b01bs 700 In WA WA WA WA ago In WA NIA WA 748 It WA B80IDs WA 1a921Ds W iba 6B2 Iba 89510a BB51Ds 1720 0s 4 Anetan ®3' Min, O.C. f R7 2c5 An91a pips / (F 0. 3): 780lbs 780 9x 6801bs 1380Iba 1896 Sr.S 540 gst 5601Ds WA 760 0e WA WA WA WA WA 715 me 2 Anchors $ 0.45' Min O.G / U p. into .l2S AMn. 0-4.4) WA WA WA WR WA NIA WA 1401b3 NIA 177 Ibs WA 370.IEs 1B716a 21bs 473 Its 1701ba 221 It, 2. 2B0 me t Arxhor / F-,p (Fig. 5): 1851bs 195 @a 2251ha 44510a 822 Ns 1351bs WA WA WA WA 341 Its 4421Da 560 m0 2MMoIsQ i.iS Min. O.LI FLlip ffl9. 61: 240@a 3100>s WA WA WA WA LBO tbs NIA NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN ANU FIGURE 1: FIGURE2: FIGURE 3: ANGLE CLIP MUST BE USED W PAIRS. FIGURE 4: FIGUREb. MO rFIGURES: M;:�� ,S' HEa I- �,�CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. °ANCHOR CAP.,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.- HO�ES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125• THICK AND A36. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expimtlon Data 05/26/2021 By Miam -0a� Product Control III It It#/,. aONY.LYNN * : 1-.58705 � o 5�ATEVF (V�� •••'40RIDP.. •'' is�ONAL E' A. LAN MILLER, P.E. FL P.E.# 58705 ml TABLE 4A ' Mullion Capacity Table bslR2 opening Width(for verdcaV-SPard millons)orOpeningHaight(for horizonfa*spanrdrgmldions) 50In 60in 70 in BON So in 100In main 1401n 160N Rectangular Trep'Tdan➢. Peclo,guler TrePRdang. Rect.W- Trep/iann9• Recte,rylA. Tmprrdan9• Realangulm Twaiisng. Rvumuler 71epriw9. Leadn9 Recteguler Trepadeng• Ldhp Loadn9 Loafing LdngLoafing.660 ReotOn9ukr Tram.ng-M1411I.. r Trep/fdenB.Loed'm9taadng 1 X22SX Lmdng Laadng Lowing Loadn➢ Laedng Laadng Loadng Laadng Loadng Alum. >, ' r r r r r D r -.- r `.. 2• 2' r r 3 r D D .. L r m a"Tube 3 � a m G. „ a aa o` ao. `Fd . m `B Sa °C �' a $ u�. a1So o�E�� Mu1Gan uvova t�t��3 �� �o o� sorc' e��'� a RR�@d' d�42N rc f �rc �e ¢ n: d¢ s� ¢�_.o2� d` 170.0 62➢ 170.0 435 '170.0 7K 1740 476 770.0 868 170.0 506 1T0.0 992 170.0 61B170.0 1118 170.0 521 170.0 1240 170.0 521 ol) 1438 170.0 S21 158.7 1620 170.0 521 17o.0 52149 In 170.0 TOS 170.0 E24 1700 B50 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 MIT 17MO 680 141.7 1417 170.0 680 1215 1417 178.0 6807 1TQ0 860 50.tE in 170.0 747 170.0 563 170.0 849 1740 631 170.0 tO48 170.0 684 170.0 1185 170.0 723 1BL6 1268 170.0 747 146.3 1286 170.0 T56 121.9 1286 170.0 758 104.5 1265 170.0 758 SIA 1288 170.0 758 51 in 170.0 787 170.0 612 170.0 956 170A - 170.0 1118 170.0 751 150.7 113D 1740 303 1332 1130 A0.0 837 120.8 1120 170.0 Il f045 1130 1740 M MI 1130 170.0 8B1 7W 1130 170.11 861 701 1465 915 1623 781 125.6 015 144.5 746 1CB.9 ➢15 1323 735 97.6 915 123.9 728 67.9 Its 1%5 720 732 915 114.4 715 62.8 915 114A 715 54.8 915 114.4 715 60N 170.0 385 1704 1819 710 126.5 930 133.9 694 Sag 1232 fief 94.9 830 1122 6m 94.4 833 10CS 662 75.9 SM BB.4 6% 033 830 94.5 049 512 830 84.1 649 47.4 B30 84.1 640 63In 15L6 830 Le" 757 105.9 624 _5 ls7 96.1 314 73A 757 39.1 a06 86.0 757 SSA i57 78.0 SB3 472 757 782 601 41.3 75T 782 591 c 66N 1321 757 140A 650 110.0 T57 836 114a 91.0 83fi 5{0 84.3 TZ7 80.1 53D W.8 BSB 722 521 56.5 fi7B 88.5 514 $7.8 838 42.4 Me ST•2 500 36.3 M. 55.3 497 31.8 636 552 437 636 J TIN 101.7 67a 108.8 552 84.8 54.1 571 60.6 471 48A 171 65.5 484 432 571 TW%8 36.0 0 47.0' 451 30.8 571 44.8 447 27.0 571 44S 446 86.5 571 90.t 4B8 721 571 78.8 463 et. 571 a7.4 478 542 51.0 442 40.0 542 343 542 429 429 28.8 542 40.6 425 25.0 542 40.1 423 78In 80.0 542 83.4 474 6fi.7 542 70S 46S 5T.1 542 621 456 50.a44.4 BON 521 407 53.7 381 43.4 407 4&4 355 372 407 39.6 343 3Z5 407 36A 343 ii.9 407 32-1 3M 2&0 417 2g.8 334 21.7 407 2S.1 327 18.6 407 24.1 322 10.3 407 223.O 319 358 20,8 304 Zia 358 25.1 300 21.5 358 24.0 2B6 17A 358 21.0 2B9 15.3 35S 102 284 g6 M 428 358 44.1 320 75.6 358 372 314 30.7 353 32.4 309 26.6 108 N 30.1 283 30.8 255 25.1 213 259 25t 21.5 283 22S 247 18.8 263 199 244 16.7 283 18.0 240 15.1 M3 ' 165 7A7 Ill In 27.8 267 28.3 242 23.1 267 23.a 23a 18.6 287 20.6 235 17.3 267 18.3 231 15.4 267 10.5 22B 120 N 22A 229 225 209 16.7 229 18.8 205 16.7 229 16.2 2P2 TABLE 4B SUEebatc Alloo- 2Jk Concrete a 3.5k C... 1400-GMU Fwedcmu PTWood Metel Artcnar7ype: 3I76' Eko Ulvaoon 114' Eko Ultraeon 5/18' Eko utree0 3r16' FJoo Ullneon 7/4' Eko Ntreeon 1/4' SS Eko Ag9MGatar 5ItE Elao Uftmcon 1/4' SS Elea Aggn:Getar m0 Steel Sen:v (a5) 1n2 Steel 8-- (GS) 912 Steel S-05) Anchor COP Pattem9 1' 2-11V 1' 2-U2' 3-vV 1• 2.72' 7' 2.1? 2' S-US' 2' 0.48' 8.54' 0.324' Edge DWI-0nX Embedmerd 1�J4' f3/4" 1-314. IZ 7 1-114' 1-114' t-U4• 1-U4' 1.1/4 1.1/4' Y 1.b7S 19/8' .edea 2 Andras @J A75• Mbt O.C. / 91orMard er 08set pip (Fig. iX 9Be ld1 S90 ¢u 4501bs 0901Ss 1644 m 2701bs 28O It, 3541oa 740 ms 374lbs 604 [be 948 ms 341 I6a 442 ItsV550 as 4 AncMa ®1.14 Min. O.C. / Standmd (or03sN) C9p (Fi➢. 2X 480 Bm 780ks NIA WA WA WA 360 Ns WA WA WA WA WA BB51b.4 Anclma 7'Min..,.7B0 ms 780 0a 680 Ise 15601be 1598 Bn 640 ks748 Ibs am toe 189210.1BB21baeB5 hs20IGi2 5 Iba Anenam G 0.45' Mtn. G.C. I Ut4P. into .125' Alien. (M. 4X WA WA WA WA WA NfA NfA WA WA ma WA 1871bs WA 33210s NIAWA 473 as 170 [be N 221 Iha 280 @1 1 AroMr f FCIip 1F10- SX 195IM iBS IEs TTS Ibs 445 0s 822 Ma 135Ibs 140lbs 1TI Na 370 WA WA 541 ks 442 0n S601ba 2 Ancaam 1.15' M8L O.C/ F42Ip (F7g. DX 2401ba 3501Cs NIA WA WA WA D 190 Ws CLIP WA tI/A WA ANCHOR CAPACITY ADJUSTMENT FORMULA: (D_) X ( ANCHOR CAP.,,,,-D _ P MULLION CAP.,e.,,,,a° ANCHOR CAP. USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STAN ARD [ , CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. v FIGURE 1: FIGURE 2• TABLE NOTES: --•-� 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. I 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. 2-750• DIMENSIONALHOLES TO BE DRILLED IN THE FIELD FOLLOWING RESTRICTIONS SHOWN ON SHEETS 21.23. ® ® ® ® FIGURES SHOW SUGGESTED APPROXIMATE HOLE LOCATIONS, ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED BLOCK UNIT SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED 65 • FIGURES: CONCRETE (CMU) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' FIGURE 4: FIGURE 5: rIt'�'I THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 S.S. 1'X 2.75'X.650' MULLION ® ® tu- LU PRODUCT REVISED as complyCing with the FlaHda Building ode NOA-Na. 17-0630.01 Flplmtlon Date 05/26/2021 .\aONY LYNN�i.,�, No. 58705 J. '0,' .• ATE O r�'•.AZORIOPOAfALE .•''• /A LITINIIJIILLER, P.E. FL P.E-# 58705 TABLE bA MWBon Capacity Table bsMt2 Opening Width (;ortel5ra6yspar9ting moors) or Opening Haight (for hOrimnbilly Spennirg mullions) SO in Be in TON spin 801n 100N 120in 1401. 160N 1" x 3.125" RacNngeler Leadng Trsp/Tilan9. Wling Rectengtdar L-Eng Traprn1.nO• LWdng Redm➢uiar Leading TraPf hang• Loedq R-WrITdal LPadn➢ Trep/Ttien9• Loading Ractangufu LOadr� Trapfln Leadng F-b-gWer W&M Teiplydmp. LPadNg R-1en0Au I- m Tmp7Tllan➢. Loading R4cbngNar Leading TtaNm-a. Laadne R•elmg�ld U.&S h� ana I -Ong .500" Alum Tube Mull �B o �� Bs. 0 6 _ces5 E ov F u 5� qS o is� S o gB &•�. u `� u e2F �c oa ha S� o ery� u �� E� o b v$„ u o'� ao. u o L o�@. o �e`rl u c', o 8� o �� ae ci eat o i 0 s`ff & 0 Be os 3v` 5G' a eF = -an... c58 4 BS s g t o� e^ $€. 5� a A D gp m^ It �. t3 a 42N 1TO.0 620 170.0 436 170.0 744 170.0 476 170.0 968 170.0 SOe 17pA 992 17UG 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 R0.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521 4ain 170.0 70d 170.0 624 110.0 NO 170.0 SPA 170.0 882 170.0 630 170.0 1133 170.0 661 17QD 1275 170.0 617 170.0 1417 170.0 NO 157.7 1577 170.0 NO 135.1 1577 170.0 NO 11112 157T 170.0 NO 50.625N 170.0 747 170.0 5M 170.0 a% 170.0 631 170.0 1046 170.0 604 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 756 121.5 1495 170.0 758 106.3 1495 170.0 756 541. 170.0 797 170.0 612 170.0 NO 170.0 591 170.0 ilia 1-10.0 754 170.0 1275 170.0 803 166.1 JAM IM.9 a37 149.5 1401 170.0 858 124.8 1401 170.0 a61 106.0 1401 170.0 Ni W.4 1401 170.0 861 BON 170.0 885 170.0 701 tiDA 1089 170.0 797 158.5 1158 170.0 me 136.7 1158 187.0 92e 123.3 1IN 158.5 917 111.0 1156 142.7 g10 92.5 1158 144.5 803 79.3 1156 144.5 8m 69.4 1158 144.5 SM 63N 170.0 Bag 170.0 745 159.a 1049 170.0 NO 137.0 1048 155.5 860 119,8 1049 141.7 aW 108.5 1649 1320 836 95.8 1048 125.5 828 79.➢ 1019 11➢.3 820 6a9 1049 118.8 818 599 1049 11a,9 87B Ia Be In i88.e 855 170.0 789 138.0 -85'i 151.3 004 1i9.1 355 t33.7 T89 1042 855 121.4 775 0-6 955 112.8 765 63.4 055 108.4 757 694 95S BB,8 749 69.6 9M 9a.7 748 S21 958 983 7d8 c j 72N 128.6 8m 17a9 fi97 10T.0 Lm 114.8 BE2 81.8 Em 101.1 870 80.3 8m e1Z 859 71.4 em 1133 649 64.2 aW 7A6 6¢ S3S am 723 6R d59 003 69.8 '628 40.1 Bm 69. 78N 108.2 721 114.1 62➢ 91.0 721 87.0 018 7a.0 72f 65.1 605 M.3 721 78.5 585 60.7 721 688 54.6 721 614 579 45.6 721 59.4 5M 39.0 721 SQB BB4 24.1 721 50.1 B63 78N 101.0 684 105.4 509 04.2 684 89A 587 722 684 76.4 578 83.1 684 70A 567 56.1 (DS 558 50.5 6B4 SB.B. 551 d2/ 8B4 54.1 541 38,1 684 51.3 536 31.8 6B4 p. 8o N 853 514 67.9 456 54.a 514 573 446 47.0 614 50.0 440 41.1 433 3B5 SU 427 3Z9 514 37.3 421 27A 514 33.0 412 73.5 514 30.4 406 20.0 514 29.0 403 e6 N 542 452 55.7 404 452 44 47.0 396 38.7 {52 40.0 39a 33.9 r 37B 27.1 452 30.3 373 228 452 26.6 365 10A 452 2A2 359 16.8 4S2 22.8355108N 38.1 357 3B.9 322 31.7 351 32.7 31T 272 357 26A 312 Z3B T1444.2e 357 3m 19.0 357 20.s 299 153 35I 1D.0 293 13.8 357 182 287 11.B 357 15,0 283 378 35.8 308 29.2 33a 30.1 301 25.0 33e 28.1 296 21.8 %3M30.1452 33a 2W 17.5 33a 19.0 284 14.6 238 18S 276 125 338 14.8 273 11.0 338 13.6120N 27.T 2a9 252 263 23.1 289 23.7 259 W.B 289 20.5 758 17.3 299 1&1 269 249 13.8 289, 1L9 216 11.8 289 12.8 240 0.0 269 11.4 238 6.7 2a9 10A 232 TABLE 513 AncharcaDactiv SustmtE 27k Conlyde Table (Ihs 15k Cmc. Me-CMU FlIIeO CMU PT WOW Md7d 611E Ell. V4'55 FSa 511E Bc0 V4• SS E1c0 n50 Me rt12Ste0 6t2Steel AlKner tYPe 3nE MCP Unram 94'E1:sUBmcon ulNaeOn 311E Elm Uardm 1/4'FJcoUnmtOn .Ag9 Unmcat A mGffim 99 Sol* (�) SMI 5) (G S4rav 0tS AnchorCllp Patterns C-dpe DNarcepn2 1' 2-� 1' 2-V2' 3-Ve' Y 2-V2 V 2-82' 7 31R' ? O.dS` 0.56' 0.32C EmKaneM n. 13/4' 390 ms 13/4' 390 0'e .4' 450 ms I-VO 8.90 I'a 2' 1644 N5 1-V4• 270lbs 1-114' 1 2®1m 1-114' 3 WS 1-Vd' 14U lb7 1-1/4' 374 Ns 14m 664 me 2 0461bs WA I-W 941 ms S8207s 13J6' d4207s t185 Ws Was %D lba 17� Ib 2 Ancbrn 6 475' MIrt O.C./ Sialgaa tx ONat Clip pig tj d grcbvs Q 1.15' N6L O.G / StmtYrd (a OBei) Clip q 2) 4P0 ms 700 0; NIA WA WA N/A 380 ft N/A tuA ILIA MA Ns 11201b 4Anclun Q 3' MOL O.C.I I212t5 An9taC11ps 1(Fig 1 780 ms 7a0 0s 6c0 as 75601b 189G D4 840ID9 660 m4 WA 7601b 7d81D3 8601bi 16921b 6B21Ds 885 707316s 3Archots00.45'Mln. O.C./UiAp, Nta.12S A9m (Flq 4k NIA WA N/A WA NIA WA WA 1401� WA 1771es IJIA 3701m N/A te7 Ns WA 332Ite WA 6799a WA 1701bs WA 221 lb. 2BO Ib tArcnerf i--p p7451: 1951Ds 1➢51b 2250a 4450x 6221b 1351hs NU1 NIA WA WA 9411hs 4421b 5601b 2Anctnts®1.tE N4a O.CJ FLYm lFl06j 24Q IDS 3W IDS tJ/A NIA M1BA Tuv WA cr.nlnnon 19005 n Io WA NOTE FOR THE OFFSET CLIP, USE THE SAME ANGMUK I'A I I I RNUMUK 4: AUID ILL/JUJtmCMt rurcnwr.iti (DP-) X ANCHOR _ANCHOR CAP.- MUWON CAP.,a,,,,,,J USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: ® ® ® 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. ® SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. FIGURE 3: --=6 o ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURE 6: a 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.12S THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (IS GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. WE PRODUCT REVISED as eomplyIng with the Florida 13uilding Coda NOA-No. 17-0630.01 Expiration Date 05/26/2021_ LY * : No.58705 o� s TE �i(CtSn •' I GRID P. ••.Cep=�� '.Yin MILLE'Fi,P.E. FL P.E.# 58705 TART F RA Mullion Capacity Table (lbse) Opening Width (forverticalyspanrtllg mliflons) or Opening Height (far loAmrdely-spannI g mtAlola) 50 In 60 In 701n ED In 901n 10I 61 120 In 1401n I M In 1 x42.125 RadanguLtt loafing Tmprrdan➢. Loaning Remn9dar loadn9 TmprIffi- Ltmning Reatanpuler Loadn9 Tmpriben9. Loading RecmnguW Lmdng Tep/Tdang. Loading Ratanguf' Loadng "'pf-gi. L-2ng l6:ctangular Laadm Thpm-ng. Lowing RecbnV Lmdmg TreprTda,p. Loadn➢ ReetaneA. Lmadtlg TWITdane. Loading Re. Loadng TrWTnan➢. Loafing AIu1n.TUbe Mu01on J> ci p u ti ci a a ii i�i p P 22 3 S n a 3 F6 6 �• G g t rY s 3 x 3 >P p A S u a 3 r ci a IS x a s r o S� Q �_ a. e � 5 r $ p Eff �'_ g.t _ff a a r =fir' a'S r 9 ag 27 e 3 42in OLD 620 170.0 435 170.0 744 170.0 478 170.0 B6B 170.0 506 170.0 992 170.0 519 170.0 1116 17D.0 621 170.0 1240' 170.0 621 170.0 1488 170.0 521 145.0 1489 170.0 521 127.6 1489 170.6 521 46 in 170.0 708 170.0 624 170.D 350 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 1563 1303 170.0 680 1303 1303 170.0 680 111.7 1303 170.0 610 97.7 13M 170.0 680 50.625 in 170.0 747 1TO.D 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1125 170.0 723 156.1 1235 170.0 747 1403 IZ36 170.0 758 117.1 1235 170.0 766 100A IZ35 170,0 756 87.8 1235 170.0 756 64 L1 170.0 797 170.0 612 170.0 ON 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 803 1372 1156 170.0 $37 123.8 1156 170.D ME ICU 1158 17U 861 $32 1158 170.0 861 772 1168 170.0 Wl 601n 170.0 085 170.0 701 166.7 1042 170.0 7W 142.9 1042 161.1 832 125.1 1042 146.7 915 1112 1042 135.6 801 100.0 1042 130.2 791 03.4 10Q 12r,1 782 71.5 1042 125.1 7e2 6Z5 1042 125.1 782 631n 170.0 930 170.0 745 151.2 9B2 1616 818 129.6 992 144A 799 113.4 992 13L0 782 100.5 992 121.4 766 90.7 992 114.0 758 76B 002 108.4 745 84.8 992 108.0 744 56.7 992 10a0 7" £ Min 185A 947 170.0 789 1378 947 148.0 768 11a.1 947 1303 768 1D3.4 B47 117.7 752 919 947 108.7 738 SZ7 947 f022 727 689 947 95.1 713 59.1 947 94.0 711 51.7 847 64.0 711 C 72h 1759 8/9 1427 i37 848 121.E 772 97.0 849 1069 708 B4.9 849 96.4 698 756 849 88.7 6a6 W,9 849. 82.7 WS 6B8 B49' 75.3 659 l8.9 849 725 652 425 849 724 651 761n 115.5 762 120.7 665 762 ICU 652 8Z5 762 90.0 640 772 762 80.9 629 642 762 74.2 620 57.E 762 692 613 48.1 762 62.8 602 41.3 762 59.9 597 35.1 76Z SA 595 2 78 In 106.9 724 111A 634 [47.8 724 54.8 621 76,3 724 8Z9 609 66.8 721 74.4 599 59.f 726 68.1 591 53.4 724 61A 583 {43 724 67,3 673 382 724 64.3 SW 13.4 724 57.5 565 90in 89.6 643 71.8 493 843 60.7 474 48.7 543 529 4M 43.5 647 47.1 4S8 30.6 643 478 462 34.8 543 394 446 29.0 643 349 436 24.8 543 321 430 21.7 643 30.7 42B 961n W.3 478 68.9 427 478 49.7 419 40.9 478 432 412 35.5 475 35.5 406 31.6 478 34.6 400 28.7 47a 32a 395 239 478 28.1 386 20.5 478 25.6 In 179 47a 242 375 108 in 40.3 377 34.6 335 26.8 377 30.0 MD 2c2 371 26.6 325 224 377 24.0 321 20.1 371 220 317 16.8 377 19.0 310 i4A 377 17.1 304 111 in 37.1 3S7 318 316 28.5 111 21.1 31J 23.2 357 24A 309 20.6 357 220 305 188 357 20.1 301 15.4 3W 17.4 294 120h 293 M172186 306 741 274 2fA 306 21.7 270 16.3 J08 182 2W 1g3 70fi 17.3 263 1441n 17.0 Anchor CaPaPY Table Ibs Anchor CUP Patterns 9ubstmM 2.7k Concrete 3.51, Cone. HoEm+G4U FlSed CMU FT Woad Metal Anchor Type III 6'FJto l9tr4can 1/a'Eko Ultracan 5116' Eko UlOacon 3'18-Elco Ultracon V4•Elaa lJttracm 114' SS Eko AOgmGetar 6118° Elco U318con 1/4' 89 FJco AggreGatar d10 SIee1 6annv (GS) 01 Steel 9cmw (OS) i'12 Steel 9crcY: (GS) Eden gslanae Mk 1' 2-17 1' 2-7/1' 3-118" 1' 2.1m 1' 2-112' 2° Y7)8' 21 0.48' 0.54' 0324' Emlm3rnenL Mk I've 1.314' }.3/4' 1-W 7 14M 1-1/4' 1.1/4' 1-114' MA" 1-114 21 lofts 2Anch 94.75'Mh.O.G/SondudwO§UClp(Flg.182k 39053 393IM 45016s 8901ba 1644 roe 270 ins 2801M 354 Ho 740163 374M 654lbs Mlba 341 Re 4421W RDIN 4 Amhom@22S Min O.C./SUndmd(a0raet)Cllp(FIg. 3% TOO bs 7000s 580 ins 1410IM 9521bs NIA 5601G WA 630 ba WA 8801M WA SAnchan@1.1S Mla. O.C.1Standad(or O8sa0Cllp T1p. 4% Sw bs 14001M WA WA WA WA 7W ba WA WA WA WA WA 0 bsY Min O.C. / (2) 2X5 Angto Cops I (Fig.5% 780 ba T80 bs We W 1560IM 18961M 540 ba 5601W WA 7601M 7481M 83D IbS 18921M 51D56Anchors®3' MIn.O.C. / 2a5 Anplo C74rs / (FB. 6% 11701M 1170 bs 1020 br 2340 bs 2844 ba 810 bs B401hs NIA 71401M 1722 ba 13101M 2878 b4 A51M11b, ! IM4 Ab- @ OAS Min. O.G I U-01p, Into.125' Alien. (Fip. 7): WA WA WA WA WA WA WA N/A NY WA WA WA /A2 2. 5 W1. O.CJ F4 V [HO. Bk 357 ba 350 2m0 m 7051M476 IM WA 2W Ibs WA 3151M NIA - 44D bs WA its4Anch= @ 1.15Mh. O.C./ F-Citp FF9. 9% 490WA WA WA 3801M WA WA N/A WA WA Qs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHUK PA I tKN ANU ANLd1UH VALU=A FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: FIGURE B: FIGURER FIGURES: FIGURE 6: FIGURE 7: • • • • • • • • • • • ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X ( ANCHOR CAP.,„„ \ _ANCHOR CAP.- `MULLION USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPEN ING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 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 18 ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-SO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND SEA MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST,125° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 188 S.S. OR 410 S.S. 1.000- �-- 4.000" 125' .125T MULLION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 F.xplration Date 05/26/2021 IV No.58705 *S -)3� � 5�fE F T. : �CC/� ' ��s'•. FCORLOA.� G�=� NAL A. NMI LLPFtt, P.E. FL P.E.# 68705 TARI F 7A Mullion Capacity Table itislfi) Opening Width (far wilca0ysparrdrlg mtgiom) or Opening Halght(for haftntallyspannirg mtdllons) so In 601n 70 in 0 I. go In 1001. 120 b 140 b1 ISO In 1 x 4 x.375 Rectangu2f I Leading ttapMan9- Loadng Redanptlar Loadln8 TrspRtl09. Leading RecmngW" Loadng ttapRdsn9. Loading RectanBder Loading Trapinfang, loading Ractanguial Iaadk9 7rep/OVarg. Loading Rectangular L adng Tmp7Tdeng. Laadrtq Rmlanguba' Loading TraWdang. loading Reclnn9utar Leading Tiap(rdang. Loadn9 Rat rgular Lowing Tmp/Tdang, Loading Alum.Tube &"T" Mullion g fc mg is ¢¢ �€� f� s �Cje is ¢2 sl 2 �, gy2 aK 8 = t4E ¢K Sg Zc pp$ QlY 9� 2: sG 77 set Ec C �� 5 �GE 4O¢I $� �` € 4aa 3 �E €. -e •geg ¢ Ec @ 6R So € G 3:c =eE Ise a a3 "� Bp 5� m Ise 421n 170.0 E20 170.0 435 170.0 7" 170.0 478 1700 868 170.0 508 170A S92 170.0 519 170.0 1116 1TD.0 521 170.0 1240 170.0 621 1M.0 1488 170.0 621 170.0 1735 170.0 521 170.0 1983 170.0 521 481n 170.0 708 170.0 624 170.0 850 170.01 W 17D.0 692 170.0 630 170A 1133 170.0 681 1170.0 127E 170.0 677 170.01 1417 170.0 680 170.0 17M 170.0 650 170.0 1953 1 170.0 880 151.8 2024 170.0 680 50.625 In 110.0 1 747 170.0 50 170.0 896 170.0 631 170.0 1G45 179.0 Sell 17GA 1195 iT0.0 723 17U 134E 170.0 747 170.01 1494 170.0 756 170.0 1703 170.0 766 158.0 1910 170.0 756 139.6 1919 170.0 756 541n 170.0 797 170.0 $12 170.0 958 170.0 891 170.0 J116 Inn 764 170A t275 170.0 80 170.0 1434 170.0 837 170.0 1594 110.0 856 159.9 1799 170.0 661 137.1 1799 170.0 561 120.0 1793 170.0 aSt 601n 170.01 885 170.0 701 170.0 1063 170A 787k17 1240 170.0 876 170A 1417 1TC.D 944 170.0 1554 170,0 996 155.6 1618 170.0 1033 1216 1619 170.0 1063 111.0 1619 170.0 1053 972 Will 170.0 1063 631n 170.0 930 170.0 745 170.0 1118 17a.0 80 1302 170.0 940 170.0 14M 170.0 10I5 156.7 1542 170.0 1(ITS MIA 1542 170.0 1122 11T.S I542 168.5 1156 100.7 1542 167.9 1157 95.1 1542 1S7A 1157 L 66In 170.0 W4 170.0 789 170.0 JIGS 170.0 903 1364 170.0 1002 160.6 1472 170.0 1056 142E 1472 165.8 1148 128.5 1472 158.5 1130 107.1 1472 14T.8 JIM 91A 1472 WX 1104 60.3 1472 WA 1104 0 721n 170.0 10ta 170A .879 170.9 127E 170.0 loa 1320 -1682 1101 1320 1320 149.9 1082 117.3 1320 137.8 1066 105.6 132D 128.6 1049 88.0 1320 117.0 1024 75,4 020 112.8 1013 68.0 1320 112E 1012 ek7gin 170.0 1122 170.0 07 149.6 1184 159.4 IG13 1184 USA 994 1122 1184 125.7 978 99,T 1184 115.3 084 Me 1154 107.5 B52 74.8 1184 87.6 935 64.1 1184 93.1 927 56.1 1184 923 925 IS&I 1124 170A 967 138A 1124 147.0 865 1124 125.E 947 1038 1124 115.E 931 823 1124 105,8 9I8 0.0 :,1124 98.E 908 692 tT24 0.0 590 69A 1124 8!A 881 51.0 1124 832 BTB 108.7 tk4 1115 750 90.1 044 94.J 736 771 B4{ 521 724 87b 844 T4A 712 60.1 B44 66.5 702 51.0 8/4 61A 693 45.0 844 542 978 30.8 844 50.0 fi68 3J.8 BM 47.7 662 915 663 742 742 772 T2641 55.7 742 59.9 631 49.E 742 64.1 822 44.5 742 49.8 614 37.1 742 43.6 600 MA 742 39A WO 27.8 742 37.6 SU fi39530521 586 63.8 6.6 513 39.1 686 41.4 505 34.8 586 37.3 49a 31.3 509 342 492 25.1 586 29.8 481 ZZ.3 686 26A 472 19.5 586 24.7 466 +.2S.4330 60.8 503 49.0 555 49.5 W44 429 487 WA 655 38.0 480 W.0 WS 30.2 473 28.8 855 31.7 {6T 24A 555 T7.1 457 20.6 WS 24.3 448 16.0 555 22.4 442 46.4 433 38.0 475 39.0 33.7 420 28.5 475 29.8 414 25.3 476 20.8 409 228 175 Z4.5 404 19.0 475 21.1 395 10.3 475 18.7 387 14.3 475 17.2 381 25.7 305 270 330 224 191 297 168 330 1 17.0 283 Anchor Capacity Table bs Substrate: 27k COrxfeta 3.5k Cam. Holow CMU Fifled CMU PT Wood Maw Anchor Clip Patterns °rType" 3HC EI°° Ullreean 1!4" FJco Uitraorn 6/76•Eko M� 3176' Boo U10aaan 1/4' Ekd UNaeon Ile SS Eke grore0aW b16-Eke Nlr4can 1/4. 99 FJco AggreG9tar 9109tetl. Setae (GS) •12 Steal Scmw (G5) 612Sted Sotew (G5) Edg. Mt- (hj V 2.17 1" 2-7? 3-118' 1' 2-11Y i' 2-lir Z' 3-118- V 0.4V 0.5e T324' Embadmam 0nj 7.3I4" 1-314' W/4' I-3w 2 1-114 1-1/4' 1-1w 1.1l4" I-lw 1-lie 2' I-w 1-3B' vies 2 Anoham ® 4.7E Min. O.C.! Standard a ORsei CIIP (Flo. 162)i 390 Os 3901bs 4502a 990lba 1644 lbs 270 Ind 20 0s 354 ks 740 ks 3741b. R4 ks 940lb, 341 Ito 442 Its Oka 4 Anchom QD 2.W Mr. O.G / Standard (or08se0 ClIp (Flo. 3j TO as 700In 5501. 141011s 952 to WA 5601ts WA 030 ms WA 8801bs WA 602 to. SW lb4 1t20 is BAnchas@l.lE Mia. O.C./ Standard(or06ae0 Olp(Mo. 4j NO Ito 1401bs WA WA WA NIA 70 lbs WA WA WA WA WA 1363 Me 1T701bs 22400s 4Aminm C 3" Min G.C.! rn Zk5 Angla C60e )(Flo. 5j 780lbs 7801bs 60In 150 lbs 708lbs 540 ®s Sao lbs WA 760lb. 748 M $801ba IBM ks 682 ft 805 lb. 1120 @a eAmhxs 80 7' Min O.C. / 02a3 Angle cLps / ffl9.6k 117010s 1170Ibs 1020Iba 27a910s 2B44I64 610 6c 840Ibs WA 1140 ks 1122 Vs 1320 lbs 2838 ms f02216e IMU Ibs 1680 P. 4 Amr- 4J 0.tS Min. O.C. / U431A kdo.125-Ahmm (Fig. 7): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA Imo ma 2 Amhara 0 22Y Na. O.C! F4.71p RV. ej 350 ft 35011"s 290 ®a 705103 476 W WA 2301be WA 315 as WA 4401to WA 941 On 442116 60 M i 4 A.M. a 1.1E 89n. O.C/ F43ID 0. 9k 480 0s Too lb. WA WA WA WA MO Ind WA WA I WA I NIA WA 682 ms 8851be MOM M NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCRUR VALUES Ati I Ht S IANUARU CLII'. FIGURE I: FIGURE2: FIGURE3: FIGURE4: FIGURES: FIGURE9: FIGURE 5: FIGURES: FIGURE 7: ANGLE CUP (FIGURES S&8) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA - ANCHOR �) X / ANCHOR CAP.,o,,,�,� _ANCHOR CAP.,,° \MULLION CAP.,,,,,.,,,° USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURESSHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.12S' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND.043° THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .12E THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. r. 1rr S 4 j rrr � j PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 LYNN` / ��.�a�NY•2ji No. 58705� SATE F /A YNf�M 4 E0. P.E. FL P.E.# 56705 TABLE 8A Mullion Capacity Table (Ibsh'tt Opening Width(forvertim*spanrilra rm6ions) or Opening Height (farhodzori Rjy penning munian9) SON Min 7D in so In 9DIn 100h 120In 140 in 160in 125" x Reerenpular Leafing TraprfAan9 I.adn9 Reelangwar. U."ng T-PTAeng. L0adN9 Re-ngular LoBAirg Tlepadan0- LandnO Hedacgwar Loedn9 tuadnIdredn0 4ep7Td-J71. denW T grrda110. Laadne Redanguler Loadn9 Treprmen4 Lmdn9 Hr=t wd- Loedne TwadenO. LoadNg 1leatengdar LeadND 7rep/0ian0• L-ffng rTeaengular W&C Tr4Pr10en9. Landirg 3A88" x 266" AIUm b L D 2 Xd, 2r 12 2 6� 2• 4K F g� I t• -9 `B 2• frp g �a D gG K b £g 22 3:o D 8� B K 2 6� 8S��2 �c Be fic -'.i..'STubeMuBIs aC � BE �c b K 6' fie 6� €� K 5�J p'tic iE. aP C c� �c � K S� Gg 15 a: 6 � IS ¢ g &42In b& $rc a�§� 170.0 SM 170.0 435 170.0 744 IM.0 478 17D.0 am 170.0 506 170.0 992 170.0 5.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 151.E 1769 170.0 521 481n 170A 708 170.0 524 170.0 650 170A 584 170.0 992 170.0 6W 170.0 1133 170.0 B.0 1279 170.0 677 172.0 1417 170.0 680 154.8 15" 170.0 680 132.7 1545 170.0 080 116,1 ISO 170.0 680 50.625 in 170.0 747 170.0 5Q 170.0 a96 170.0 631 170.0 INS 170.0 884 170.0 1195 170.0 70 1345 170.0 747 167.0 1468 17U 753 1392 1463 170.0 756 1193 1468 170.0 76fi 104.4 1a88 170.0 758 54 in 170.0 797 170.0 612 170.0 85S 170.0 621 170.0 1116 170.0 754 170.0 12Td 170.0 1 1376 170.0 837 141LB 1376 170.0 a58 122.3 1378 170.0 Bel 104.8 1376 170.0 961 91.7 1376 170.0 Bel 6D In 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1155 170.0 878 139A. 1/SB IVA 9.6 1158 156A 919 1112 1153 150.0 912 92.7 1158 144.8 BOB 79.4 1165 144.8 905 69.5 1158 144.6 905 631n 170.0 MO 170.0 745 160.1 1051 170.0 550 1372 1051 155.8 862 120.1 1051 142.0 8.7 1051 132.3 837 96.1 1051 125.7 830 80.1 1051 119.5 822 68.6 1051 119.1 $21 60.0 1051 119.1 021 65 in 167.1 957 170.0 789 139.3 057 151.6 BOB 119.4 957 134.0 790 104.4 957 121.6 75 S57 112.8 767 83.6 957 106.6 759 69.6 957 100.0 750 59.7 257 08.9 748 622 857 88.9 748 0 721n 128.7 804 1352 08 107.3 804 1162 SM 91.9 W4 101.3 671 80.4 804 91A 66 804 84A 650 64.4 Bill 78.8 643 53.8 804 72.3 633 46.0 504 66.9 629 40.2 804 69.6 628 761n INN M 114.4 630 012 722 972 616 782 722 85.3 60S 6a.4 722 76.7 596 60.6 722 70.3 US 54.7 722 65.5 5a0 45.6 722 59.5 670 39.1 772 56.7 565 342 722 662 664 76 N 101.2 688 1106.6 600 84.4 685 89.6 See T23 695 78.5 57i 63.3 685 70.5 968 562 685 64.5 560 50.6 685 60,1 553 422 685 64,3 643 36.2 685 61,4 517 31.8 5e5 30.7 576 So in 659 515 ES.0 457 54.9 515 57.5 449 47.1 615 50.1 441 412 615 44.7 434 36.6 515 40.8 428 33.0 616 37.4 422 275 515 33.1 03 235 $IS 305 40-1 20.6 51S 29.1 404 96In 643 653 55.a 404 4" 453 47.1 1" "a 453 41.0 391 339 453 36A 385 392 453 33.0 379 272 453 30.4 374 22.6 453 2E6 366 11A 453 24.3 380 11.0 453 22.9 356 108 N 38.1 358 30.0 323 313 JSB 328 318 27.2 358 28.4 313 23.8 358 252 308 212 358 22.7 3" 19.1 358 203 300 15.0 358 18.0 293 111 N 35A 306 293 US 30.1 3D1 25.1 338 26.1 297 2L0 338 232 293 19.5 MB 20.9 289 17.6338 19.1 285 120 N N�i� 28.5 264 212 2B0 23.8 260 19.8 290 20.6 76fi 1TA 2B0 182 253 16.4 290 18.4 7A9144In 16.3 I8fi TARI P RR AnchorCepacity Table (lbs) SuosV4le 27t Coccnte 35t C=. I Hofl-amu Fatedwil PTWoOO Meal AnchorClip Pattams AncharTypC 9n6'FJco UOracm yr Eko UlBawn Sn6'Dco UOr4ton 3'16'EIcDU0r4can yr L:koUm3Oa0 v4'SS EIco A9910r N1SDco Ut2fa1 1/4•S9 M. A�nX9ea MO Stag Screw (0) R125fee1 Stne IC157 N12 Steel SUM (G5) EOXLTstame OnT V 2-V2 V 2-vY SiB' r 2-v2• 1• 2.12' 2 Sv8' Y 0.'W 464• ome E.okoie6 n 1.w. 13/4' 13/4' Uyr Y 1-v4• 1-tlr 1-v4' 1-v4• 14 1-vr 2 I-w I-w V26- 2An1MIS ® 4.75' 69n O.C.I 513nd21a Cr D&M Clip (fl!t U 590 83S sm 109 450I69 SOBS 1644IOS 270 NS 200 M. 354 m1 7401IS 974 WS 6611¢S 91fi 06 311 IDS 4421ta 550'ds 4 AKho9 Q 1.15- M6L O.0 151e1@la (Cr O18e) CAP 09 4 4601bs 700 Dn NIA WA MIA NIA 3BO ms N/A WA NIA � WA WA 682 Ma .851. 11211ns 4 Ancr n ® r MN. D.C.) (2) 2c5 Angle Gips / 4 3K 7bo lbs 760 to 680 Ibs Ism 1b1 46%IM 640 ¢9 5M D: NIA 790lbs 7461bs 8B0 a6 tBEQ 8a ®2Im 985 ice 1123 Be dArchCn@O.AS°MIn O.C.IUCJIp, Ird0.t25'AWm.(F4 WA WA N/A N!A NIA N!A WA WA WA NIA WA WA WA WA t431 Be 1 AKMrI F-Mp(R&5T 195 MS 195 Re 225 ll1 44510s- 8225n t35 DE 140IS 177 Ns 9016s 1a71bs 332165 4791os 170� 2211W 2BO Be 2 AncraM Q,)1.IW Mln O.CJ FLX 4 6T 240 BA 350 Me NIA WA WA N!A 190161 NIA WA WA M'A NIA 341 Bra 442 Ira 560 IP NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: M ANGLE CUP MUST ® ® BE USED IN PAIRS. FIGURES: R 4) 10 ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP,„)X(ANCHORCAP.,,"„. _ANCHORCAP.., MUWON CAP.w,,,,,,,� USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED"CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF D.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF AW THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .D45' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125' THICK AND A3E ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S. PRODUCT REVISED as m coplying with the Florida Bulltling Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miam -Dad roduct Control ��'C•.r-LICENSE �. �((� No. 58705 •� Z = 'If :�0 ATE T : tG i CCS • :F<ORIDP•.•'. NC��� S��NALIE��` A LYNN MILLER, P.E. FL P.E.# 58705 M TABLE 9A Mullion Capacity Table (Walks Opening Width(forvergcally-spans! mullions) or Opening Helght(forhorizonlaGycpanning mtdGors) sobl 601a 70 in BON BON Wee. 1201n 1401. ISO in ,25 z925 Reclan9uler LWIng TmWlHeig. L-R.a Raota�guler Loafing hep/fdan0• WdN9 ReelenBdaz Loadhg Tmp/fds4B. LmdlnB Roelan0ufar Lmam Tmivl#lmg. Laadlag R4c@n99br Lowing TmPrrWg. L-Mao R..1mguNr Loedin0 Tr4Mnma LOadng Rectbn9alar Lmdhp ltaprnlen0. LoadNB Rblmgalar {nedln0 Thpnlfanv. Loedne R.al.nv'ler Landing Tmp/rdanB. Leadhl9 x .100 Tubr Al Mugiona r T�i1 S �9 r r S S _r r 'gg� �3 .4� �` $.� �• P �9 S S S § py r $in 1709 BXI iT0,0 435 170.0 746 1T0.0 478 VGA BOB 170.0 506 1740 982 170.0 619 17010 1116 170.0 521 1613 1118 170.0 521 177.7 7118 170.0 fi11 109.5 1118 170.0 521 918 1118 170.0 521 AS in 170,0 70a 170.0 fit/ use 850 1T0.0 5B4 1B7.0 W8 1T0.0 630 14fl7 97B 170.0 eel 730.1 87B 170.0 B77 117.3 g7B 170.0 880 97.8 778 1T0.0 690 838 B7B 170.0 880 733 WB 1740 6B0 50925 N 170,0 747 170.0 587 170.0 B9B 1T0,0 637 150.7 827 170.0 684 131.9 927 1885 708 117.2 927 159.1 699 WIS B21 156.3 ess 879 921 1fi&3 695 75.4 927 1fiB.3 fi95 85.9 927 15&9 No B4N 17a9 7W 170.0 612 1fi/.5 889 170.0 661 132.9 899 167.9 60.1 116.9 B89 W7.B 669 7060 869 134.0 680 92.7 889 129.0 854 77.3 869 128.6 .2 681 fl69 1289 852 5/.9 B68 12&8 852 143-2 746 157.6 634 119.4 748 132.3 620 102.3 748 it7.8 609 895 T48 1079 999 79.a 746 101.0 502 71.6 748 08.5 687 59.7 746 913 03 51.2 746 93.3 583 I4A 748 733 593 127.7 ail 132.0 on 103.1 877 1712 Sfi6 86.4 BR 10DA 555 T1.3 877 81.4 61a 58.7 B77 65.2 539 81.9 BR 81.0 534 61.6 677 77.0 520 44.2 677 78.7 529 38.7 6/7 7&7 29 S29 107.8 677 114.1 6J0 89.7 817 87.e 519 ifi.B 617 B&3 609 87Z 617 79.3 600 59.8 817 72.8 494 53.8 all 63.7 4B9 44.8 617 64A 463 97.0 fii7 63.7 dffi 335 617 63.7 182 J P7221a 629 618 87.1 450 a&1 578 74.2 d40 5B2 SIB BSZd72519 51e 69.e d2b dB.f 510 Bd.2 179d1A 618 50.7 114 34.3 51B 4&8 d08 29.0 518 45.0 405 218 618 45.0 405 70.5 465 73.7 40S 60:7 486 82a 396 90.] 485 5d.9 -390 /4.1 465 49.4 384 392 465' 47.] 978 35.2 /85 422 214 20.4 I66 ]8:4 9B7 25.2 165 38.5 ?E4 220 465 7BZ 90h 652 42.1 441 332 6fl0 43.8 J81 285 54.3 36A 441 392 RJ 97.0 379 2fi9 de.8 20.9 441 932 60.a 323 772 154 40.8 28.5 441 372 45.4 Z&8 366 280 361 23.B 441 532 41.6 28.1 380 278 928 21.2 441 332 3fl7 24.7 358 272 27.2 1T.7 "1 382 3L9 21.3 349 269 23.3 15.2 AO 372 33A 19.6 040 282 20.4 li.3 441 932 32.7 i&7 345 260 e8N 25.0 201 3&9 260 261 291 30.3 258 25.0 291 26A 262 219 291 23S 248 19.4 291 21.3 24d 17.6 291 1" 241 14.8 291 17.1 238 12! 291 I6.6 232 f00N 24.6 230 2&1 207 245 210 21.1 205 173 230 1fl3 201 16A 210 1B2 188 111 b 22.6 218 231 197 Like 21S 10.4 194 182 218 Is lot 14.1 218 11.9 tee 120N 17.9 187170 14,8 7B7 15,] 1B1 TABLE 96 Anchor Sutwlrate: 2.Tk Caac elg capacity Table Ihs 3.5k Cow. NoWw Cmu FLled CMU PT Mod Metal SNy+ Bap UltmcOn V4" Elea Illlmeon IW SS Elco Y1B' Etao 114• S9 Ewa 610 Steel #12 St"J 612 Sted Arwh.Tyle: 3/16'E1ce Ullmcan 1/4'Ek:o Ulemcon UIw44n 3/1C f3m Aggmoalar M9ecan Ag9re0eBr Scmw(G5) Smew(G5) Sauw(G5) Anchor Clip Patterns Edge Olatence any. i' 2-UY 1' &111' 3-118' 1' 2-112' i" 2-12' Y 3-t1a' 2,0.48° 0.54' 0.324" Embedment Mt 1.314• 1314' 1-Lq' 7aW' Y 1-1/4' 1.114' 1-114, 1-1/4' 1-114" 1-1/4' 2' 1.3/8" I've, lerlea 2Alw1wm @ 4.75- VIM O.G / alga daN Qoff., cep lFk 17 3901ba 390 @a AN F. 8901bn 1644 @c 270 @e 2B0 ibn 354 So 7401bs 374 M. 6" @6 9481M 341 Ibe 442lb1 085In 560 @s 1120 @s 4 Ancham @ 1.15° fbla O.C. /Stand d (or Orseg -, (Fig, 2j 480 @s 700 lb. WA NIA NIA WA 380lba WA WA 76016s WA 7d81hs WA 0801bs WA 1892 @a 6821hs 882 @e 685A 1120 @s A. @ 3" Mlm O.C. / (2) 2:5 AnB:a Clips /(FIB• 3j Tao @s 760 Ibs NOW jem @0 1098 @c 640 @s 5801hs WA NIA WA WA WA BSO lhs 7 AroM1om 43 0.51' Mh O.R / U43Ip, Mo.100' A@m. (FIg. 4k NIA -195 WA WA WA WA WA WA 740 @s NIA 1T71Ds N/A 37016s WA 1871M :' 332 @s 47J Ibs 170 @s 2211b1 780lbs 1 Almhar/FLOP fflp. 5p @s 1961ba 225 @a M5 @e 822 d 135 ma WA WA . WA WA 311 @s N2 @s 5801bs 2 Mch4m @ LIF Min O.CJ F431p �Ig. fiF 240 O1s 350 @s WA WA WA WA iBl @e WA FIGURE 1: FIGURE 2: r -0 FIGURE 3: FIGURE4: ' FIGURER nO* ANGLE CLIP MUST ® ® BE USED IN PAIRS. FIGURES: B 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) UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.100'THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY AUJUSTMEN I FUKBIUL (DP,„) X ( ANCHOR CAP-„m,,,a,\ o ANCHOR CAP. MUWON USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILLYIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1.250" 3.250' .100' 125" X 325' X.100' MULLION FOR FIELD -MULLED UNITS f--1.250"^i 3.2Do" 1.26' X325•X.low MULLION FOR FACTORY -MULLED UNITS PRODUCT REVISED as complying with the Florida Bullding Code NOA-No. 17-0630.01 P-xpiratlon DFkl 19512612021 If1 * No.5&705 . �zz ��'.• S ATE F S�OfNAL S A LY(�f� �IiLL�}2,1P.E. FL P.E.# 58705 TABLE 10A Mu0lon Capacity Table 4a0) Opening WSdth(torvgriceny-spamun9 mUGore) or Opening Height (forho, rdallyspannlM mUIions) 60 h 60In 70 in so in 90 m i001n 120 7n 14D in lio h 126 %326 Rectangular Loedblg TrapM[tng. Loedlag Rectangular Loading Tnpmdang. Loading R6donguler Loedhg L-RngAng Tnprrdang.[11'7 MUlaf TrcplTdOn9. teadn9 Redengulsr Leadag Tntp/Td. Loading Rowgd., Laedmp Tnp/rdang, Le.dln0 RadanOular LIS" Tn)V7danG. Loafing Reelangulat GoadNg TmP/TAeng. Loadtng Recumgulat Loading Tlep'rrlang. Laading x .624 Alum.Tuhe MuWon .a 'E .. o@ 1L s m@ = -'g s� m�6° �a' m �' �€ 5.. q� r> �a� Ea .. ''g >@. m o s'fin �@'P,@ �' 9 g = Ea �G 3"'6'. �a 5i ` I �., ai �'� a ,• •n -- r a Fan' 2. •sA:� o` � °,. �a42 0 •• 9.. u` m 5easfa in OLD Ud 170.0 435 1T0.0 744 170.0 479 17o.0 Goo 175.0 Safi 992 17G.0 619 170.0 170.0 S21 f7a.4 1240 170.0 521 170.0 1488 170A 521 170.0 1736 170.0 621 170.0 1983 17D.u21 48In 170.0 706 171 0 624 1TDA 850 170,D EGA 170.0 092 170.0 05 1133 170.0 661 110.0 170.0 677 110.0 1417 17D.a 5ED 170.9 1700 170.0 Goo 169.7 1979 170.0fi80 1/e.6 1979 1T0.0h 170.5 747 170.o 563 17D.0 696 170A 631 170:0 f046 17oo 684 1155 170.0 723 170.0 170.0 T/7 170.0 K94 170.0 T56 110.8 1793 1T0.0 766 152E 18" 170.0 766 133.E 1eT7 170.0 756 54In 170.0 757 1T0.0 612 110.0 956 170A 691 170.0 1116 170.0 764 127E 170.0 GO 170.0 143q 170,0 837 170.0 1594 170.0 656 15GA 1768 170.0 B61 131.1 1769 170.0 861 117.3 1739 170A 861 Go In t70.0 886 170.0 701 170.0 1063 170A T97 77DA 72d0 176.0 BTB 1417 1T0.0 94/ 151.1 1511 1T0.0 996 HSD 1511 170.0 1033 120.8 1511 1T0.0 1063 107,E 1511 170,0 10W 90.E 1511 17D.0 1043 63 in IMD 93D 170.0 7d5 170.0 111E 1T0.0 85o 173.0 1302 17114 940 1370 170.0 101E 1392 1370 17DA 1076 125.3 1370 164.0 1032 104.e 1370 15i9 1072 69.3 1370 1553 15T0 70.3 1370 155J 1070 m 661n 170.0 77< 170.0 7B9 170.0 1169 170.0 903 155.E 1248 ilOA ia02 12/8 156A 1013 121.1 12d8 1/7.1 1000 108.9 lane 139A 9B9 90.8 1218 130A 978 77A 1248 129.0 876 68.1 12A8 129.0 9T6 m 721n 167.8 tOd9 170.0 B78 179.9 ID69 150.2 092 119.9 1019 L7'4.1 875 1D4.9 1049 110.1 860 932 1049 109.7 840 63.9 1G49 1D2.7 838 69.9 1049 94.3 826 59.9 70d9 912 Egg 624 10d9 91.1 B20 .0 0 76 in tW7 441 199.1 822 1t8.9 941 126.8 805 IDIA 941 1112 791 89.2 SO 100A T/7 79.3 941 91.7 766 71.d 9H 85.E 757 69.5 941 77.E 744 51A 941 74.0 777 dd.6 941 T3.] 736 781n 132.0 B91 137.G 783 110.0 694 11G.9 757 94.3 1 1 102A 753 82.E g94 91.8 74a 13.7 894 04.1 730 66.0 894 78.3 T11 55.0 99d 7a7 707 47.1 894 67.0 701 41.3 894 65.1 698 90 in 85.9 671 807 596 71.E 677 74.9 385FGI 671 65.7 5l5 53.7 671 fiat 6fi6 477 fill 629 538 43.0 fill 48.8 651 35,8 671 13.1 679 30.7 671 39.7 531 2fi.9 6T ,690 626 72A 52T 59.0 690 61A 618 6B0 53A 6W dd3 680 47.E Sot 30.7 Ego 43.0 484 36.4 69D 39.6 468 29.6 69G 34.7 477 259 690 71b 469 22.1 690 29.A 464iD8 in 1111n ASJ ISA 466 U1 60.8 4GJ 421 40D 41A 382 466 441 42.8 3" 414 393 466 441 31.1 34.1 408 397 31.1 28.6 465 441 329 30.2 402 382 276 26A 466 441 2S7 272 386 376 24.9 229/41 AGE 21.1 2d.9 311 372 20.1 19.1 466 d41 ZL15 21.5 382 36d 17A ifiA 6fi6 141 212 1S7 375 756 15.5 14J AEG 691 13.6 17.8 3111 351 I in 78.3 378 368 344 302 378 31.0 339 378 26.8 334 22.7 378 23.7 329 20.1 378 21J 325 18.11641n 21.0 262 211 7A2 17.E 262 17A 239 262 15.3 Dfi TABLE 100 AnchorCapeeity Table (Iha) Su0slmle: 2.7K 0=-W 36x Caa. 1 Nd1aw Emu I FIBed C1AU PT WDm Mda1 5716`E3c0 1/4•sS Eka 5/1fi•E7co 14•SS EIco 01051ed #i2Sleel #123uxl Author 3116E9cD tAla4n yd'EkDU8mc0n Nnta60r1 ale E7e01gtrxm vP FYOUKRcorl AggleGefm Ullmem AggmOdOr ScRW(G5)5CMP5) SC=VG5) AnehOrCgp Patteme 1' 2-777 1' 2-1/2' 340 1' 212' 1' 2117 7 3.11M 2' 0.48• 0.54- O,52A• Ed95 Clstarce(tn' EmMdneN 1-3/4• 13'4• I-W 1y,r 27 t-114• 1-v4• 1.1/4• 11/4' 1414- 1-1/4' 7 1-aa- 1-y8• vale. 2AnctPn@4.79'Min O.C.I SmMar04r OQsel CUP g1a 1Y 3W Lu 9B0 m7 4•A @s WODa 1644169 2700u 2W Ws 3541DS 7401W 3141D5 6-o4 oe 946IN 341 Oa 442M 6601ta 4 AnchtK 401.15'MIn. O.G/Slanard (or C(Se0 C6p (R9. 27 4W ms 700 Ori WA NIA N/A N/A 3W 0a WA WA NIA WA 99A 6B24s BBS9a 1123 ft 4Amh.. 'Mm. D.C.r(q&5A1471a CIIps/(Fig. 9j 7W Ibs 780 MS EBD Ihs 15W I� 109G IOs 640 ms 5W Im NIA 7W IDs 748ID. 8W @a 1BSa OX 682015 BBS Os 1120IDs 3Arctpn 4a7051'M0L O.C./Uttlp, In1o.100'AJUl1t (Fla 47 NIA WA N/A WA N/A NIA WA NIA WA NIA WA WA NIA WA 9500s 1 AlchDr/ FLOP (Ra 57 iBi 81s 1AS Da 225 Bn 046 Ws 822 6aa 1]5 ms 7d0 ms 177 ms S701D6 1871tn 992ID9 473 Dx 170919 -1 og 28D Ba 2Mcmis @ 1.78 Mln O.CI FCBp (R0. E7 240 g19 3W m WA . NIA N/A tno 9a NIA WA WA WA WA 1 341019 442 Rs F60115 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: ANGLE CUP MUST 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, BE USED IN PAIRS. 4 SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE FIGURE 4: FIGURE 5: FIGURE 6: e E 6063-TS AND BE A MINIMUM OF ,100' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125° THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,,) X ( ANCHOR CAP.,,,„,,,,,\ =ANCHOR CAP.,,,o `MULLION CAP.,,,,,,,,,,/ USE THIS FORMULATO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 125' X 3.25' X,624' MULLION FOR FIELD -MULLED UNITS PRODUCT REVISED as complying with the Florida Building Cade .-Na. 17-0630.01 Expiration Date QS/26/2021 *P: No.58705 •�*� 22 �C A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 11A Mullion Capacity TeNle (Rolf!=) Opening Wdth(forveAle➢6y-spanningmlAicm)orOPenin9 Height(forhafaerta6yspanni7g 7rWfmre) SO in 60 in 70 In Be In90 in too N 1201n 740 in 160 In R.Mmw. TraPRdan9. Rectangular Tnp7rmng. Rectangular Trep1'8an9• Raetergu* Teprrdano. Relangda7 T.plydang. Raa.ngdar Tfapndeng. Loading R4oargular L..&g TmpTderg. Loading Ree 9-1 Lnd'mP Tn."anq. Leading Reatnagdar Leading TraprrdanD. Lmdlig t Z6 z394 Load'ag Ladin Loading Loading Loading Loading Loading Loading Laadiog Leading Leading x.624 ofidr Ea5d` 3�o &o mmad 5.aa, 5'ag @ @3. 9oa oog £ GP �zXAlm.Tuba .P; m':�u € ^�• Mullion a¢` nt$`¢ e'¢ ca E Gci n_`�• canB nor uS c_=a c�`' ue�A' e�'E@ C<do`a u�' �dar�•¢� a�E 50 ' 5eGaboe cru;`e€ 's:�@Q •s� PcS <Sug• • sEa° 'fn' o '_, @ € c4 -d 1- 1T0.0 43S 170,0 744 17ILD 478 170.0 068 170.0 506 170.0 892 170.0 CID 170A 1116 170.0 121 170.0 1240 170.0 521 170.0 1483 170.0 621 170.0 1736 170.0 521 170.0 1Sa3 1T0A 521 421n 170.0 fi20 170.0 850 170.0 584 t70.0 992 1T0.0 fi30 170.0 1133 170.0 661 170A 1275 170.0 977 170A 1417 170.0 680 170.0 Mot Vivo E60 170.0 1983 17OA 880 1TIL0 22S7 170.0 EEO 49In 170.0 708 t70.0 624 170.0 696 170.4 631 I78.0 1046 170.0 B84 170.0 1185 170.0 723 170.0 1345 170.0 TOT 170.0 1494 1T0A TS6 1711.0 1T93 170.0 756 170.0 2092 n0.0 766 17MO 2391 170.0 756 50925 In 170.0 747 170.0 593 170.0 So nLo 691 170.0 1116 170.0 754 170.0 1275 11-1 113 VIA 1411 170.0 837 1".0 1594 170.0 e56 171-1 Isla n0.0 881 170.0 2231 170.0 861 160.2 2403 1T0.0 861 541n 170.0 T97 17DA 612 7T0.0 1063 170.0 797 170.0 1249 17U BID 170.0 1417 170.0 add 170.0 1594 1T0.0 age ITaA 1771 170.0 1033 170.0 2125 110.D 1063 1A03 2163 170.0 10© 1248 2763 170A 1063 60 in 170.0 BB9 170D TC1 We 1488 170.0 1016 170.0 16T3 170.0 1078 Le.0 1BS 170.0 1122 156.9 2060 170.g 1169 134.5 2060 170.0 1171 117.7 206D n0.0 1171 63 in 1TD.0 9?0 1T0D 7d5 170.0 1116 170.0 B5a' iTOA 1]02 170.0 170.0 661n 1T0.0 974 170A 789 170.0 1169 170.0 903 170.0 1964 1T0.0 1002 170,0 155fi lr0.0 1086 170.0 n53 170.0 1135 n0.0 1948 170.0 1210 1d7.0 196G 170.a 1275 7226 1966 170A 1286 1071 1966 1T0,0 12a6 0 c 12T5 170.a 1009 170.0 1488 170.0 1126 170.0 1790 LTDA t223 ISAA 1T34 170.0 1315 138.7 1734 169.8 .13gfi tti6 1T3M1 15i9 136d 99.1 1734 150.4 1352 Bfi.7 1T34 150 1 J 721n 1352 70.0 10BI 87e 1TP.0 1556 170.0 1209 141 1556 1.2 Ing 13Li 7556 151.5 1266Ills 1536 141.3 1251 983 1556 170.7 1229 842 1556 1123 1219 7A7 1656 121Z 1216 0 761n 170.D 11Y1 93T 170.0 17d6 170.0 108016B3 1116 155.9 1477 169.3 n4fi 136A 1477 152.0 1224 1212 1477 139.1 12a6 10B.1 1477 129.6 11DI 90.9 1477 1168 1164 T79 wT7 11➢A 1158 68.2 14TT 10.93 1164901n20 73In 170.0 1151 967 170.0 1361 1Me 7A9 71f0 87.6 522 71.0 Ilia 80.7 910• 59Z 1170 71.9 89t 60.7 1110 6b8. e7e MA 11f0 6Z796in 7110 [170.0 9B6 11BA 7110 1239 968 ta1.5 1110 1079 951 689 1110 963 936 9751075g56 83.fi dill 983 e42 732 975 70.5 H29 66.0 ST5 71.2 817 Say 975 5 67A TB9 41.8 9T5 523 776 36.6 9T5 O931111, 777,0 9T5 071 97.5 51.4 771 54.3 6fid d5.7 T71 49.0 655 41.1 711 1 709 632 29A TM 35.0 621 25.T TI1 32A 612 122 771 696 $0.5 771 70.7 CBS 681 771 613 674 42.1 730 45.0 622 37.9 730 a 30 Y..6 6C0 27.0 730 319 fRe 2A7 770 299 SDI ill in 763 730 661 63.1 730 S&O 860 54.1 730 SU 640 d7.3 T30 49.9 631 3D.0 62A 24 2'7.7 519 2tA 624 21.6 509 fA7 62d r13 501 120 in 69.9 62S fi1A 569 499 624 512 660 429 S24 4d.7 E52 273 624 39.2 644 373 6R! 353 637 lvm in 34.7 d33 35.7 400 2B9 133 23A 39S 24.8 433 26A 390 21.7 133 22.4 385 193 6]7 20.0 301 17.3 473 TABLE 118 AnchorCepeelty Table (IW) sulatrdtc 7A 1brcl-de Ask can'. I 11olow CIAO FaImcmu larwod Mad g16• EICO fw• ss 19ee 9t6• E7c4 yr ss 13Co #lo sted 612 Steel #12 Stet Al r.Cr ype 316'BCD L101tm 114, Ma Ultiman UDrdcen &1G BCD Ut-an 114'Bto U11-an AOgd3atDf UIIr4Cal AggMGa' ebrelr(05)S-(Gb) Screa(GS AnchorCCp Patiems t' 2•Lr 1" 2-Lr 9-71a' P 2•112 1' 2-1R' 2, 3-178' r D,ae• 096' 0.32d• EC¢g54uce OnY Em0ed11ent (m ta4• tar taro• lad' r t-va- 1-ur fora• 1-vr law• larr r •1-a�a• 2 MOIprS A7S NIR QG r StzmaC a 011ul cop 01P. 7Y 390 9W boa` Ias 8901ta 1644 ®B T10 Ns 280 a5 3541Ds 74011g 3741Ds 6610s 948IbS 341 I4aA80 NS 700 6a WP. WA WA NIA 380 N WA N7A WA WA WA 18@ ®21M 6e21D9 JWA 11204Arcrongs^Mln 1120It60.54' O.C. r l24 2a]AnjleC4ps I ff14 9) 7B0 ms 7PA Im G6a lea 75G1IM 7fl081b4 5401as 557 BE NIA 7501as 7/816s B801as NIA126/ 1tef Mln O.c. / U•COP�WAWA NIA NIA +39ms WA 140rce NIA 1 77 Ns2AAC1ws WA NIA WA WA A1crorl FeeP 0T4 5Y 1� ga4 1445 [be ev I% . 14 A WA NIA WA WA 3411as 560 06 @ 1.15'Non O.C! F lF7& 6) 240 01s 350 R1 NrA WA NLA WA 19]0s HW uarm=rv1 =ANCHOR CAP.°„ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLIOD CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY -TABLE - PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/2612021 t2W . FIGURE 1: FIGURE2: 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 LYN 1 �7Ti� FIGURE 3: aON••••••-�� ' ANGLE 3) MULLION AND MUWON CLIPS SHOWN' ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE 3•9�'t`: ' 1.10ENSF'• CLIP MUST SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS = Q-, •, �} ® ® ® ® BE USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 _� D: FIGURE 4: FIGURES: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE4° me 6063-TSANDBEAMINIMUM OFACTTHICK. STEEL STUDS TO BEA MINIMUM GRADE33 AND.045'THICK(18 GAUGE. STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALLANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND THE MATERIAL#10&#12ANCHORSINTOWOODMAYBESTEEL,18-BS.S.OR410S.S. 125'X3.94X.624' A LhMN(LQI)3L7FT)i P.E. MULLION FL PRA 68705 TABLL TLA ' Mui6on Capacity Table bsffl' Opening Width (form5callpsp2rlydng m11160m) or 01313111119 Height (for tlodmrt1ai17-Sp2r9lrg muTorts) SO in 60 in 70 in so in go in I in. 120N 140In i60N 2x4x25 pectanyvler LOadur9 hedMena teadn9 P..Nwdm LOadn9 T.NT6-9. t�dng Red.VIW laadn9 TraPRdm,O. L-ft RecNrpder L dng Tnpr7den9, L dm Rectangsl., L."fall 7WRdeng, Lamng Reetmvw.r Lo3dne Tr4N7deng, I.Wrig Reotangulor lowing Th4illlang. L-fl g Re<t.9Wm Lwdm TraplTneny Lcadn9 RceWvlar U.CAS Trep/Tdre9. L-dlrg Alum.Tube mullion g g 5 r 39 >; 3 r g�� 32 �G ¢K E 8 t22y c & 3m $c-aa ¢C ?' a G 3 r 3_ r S 8a Spp aka _r 5e 9� Fc � G�K E e=' 4C n Ec m1 % C riz' E9� �0 uF.. aE 3K &� �c g45$ S a� g� a� 1Y 3� b� 3� �' 8 2c .. �, �K 42N 1709 620 1740 435 170.0 744 170.0 478 170.0 063 170.0 WS 171, M2 170.0 619 170.0 1116 170.0 621 170.0 1240 1709 521 170,0 1488 170.0 521 170.0 17J5 170.0 $21 170.0 1983 170.0 521 48In 170.0 708 170.0 524 17D.0 a50 170.0 SU 170.0 992 170.0 630 17(LO 1133 170.0 661 170.0 1275 170.0 677 170.0 1M7 170.0 680 '170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680 50.6251n 170.0 747 1740 56] I70.0 896 770.0 631 17 00 1D46 170.0 6% 170.0 1195 170.0 723 170.0 1346 170.0- T47 170.0 1494 1740 75S 170.0 1793 174D 758 f70.0 2092 170.0 756 170.0 2391 1740 %N 170E T9T 170.0 612 1T0.0 956 170.0 681 170.0 iit6 1T40 7% i711.0 195 770.0 B03 170.0 1434 170.0 837 170.0 15" 170.0 859 170.0 1913 1T0.0 861 170.0 2231 170.0 861 170.0 2550 170.0 861 '®1 60N 170.0 885 170.0 701 170,0 10B3 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 1740 15% 170.0 998 170.0 177i 1740 1033 17fI.0 2125 170.0 1063 170.0 2{79 170,0 1037 160.8 268D 1740 10W 63in 170.0 930 170.0 745 170.0 1116 170.0 860 170.0 1302 110.0 940 170.0 1438 170.0 1015 170.0 1fi73 170.0 1078 170.0 1659 1740 1122 170.0 2231 170.0 1169 166.7 2557 170.0 1777 745.9 25A 17t10 1171 L 66N 170.0 87A 170.0 789 170.0 1169 1 00.0 9m 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1943 1740 1210 170.0 2338 170.0 1278 1519 2437 170.0 1226 1329 2437 1740 1288 72N 170.0 1083 170.0 878 170.0 1TJ5 1740 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 1456 21% 170.0 14de 124.8 2784 170.0 149 1092 21% 170.0 1530 7Sin 170.0 1122 170.0 937 I70,0 1348 170.0 1080 110.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 146.6t76840.5 0 1505 19.8 1960 161.6 1548 106.1 1860 154.0 15]5 929 19W 15Z7 1571 V 7aIn 170.0 1151 179.0 967 I70.0 1381 170.0 1116 170.0 1611 170.0 1250 110.0 1B{2 110.0 1]69' 1fiZ7 1861 170.0 1474 137A1 1500 114.5 1891 147.3 1473 BB2 1e61 139.6 1459 85.9 1867 137,E 14% 90N 170.0 132a 170.0 1144 149.1 1338 158.0 1218 127.8 1388 136.0 1198 117.8 1390 121.3 1179 99.4 1398 7102 1162 a9,5 1147 74.5 1388 89.8 1122 63.0 1398 SW 1105 WU 1398 789 1096 BS N 1;7.4 1229 151.5 1098 122.9 1229 127.8 1079 1053 1229 1113 1061 B21 1279 98.9 1044 81.9 1229 69.6 10" 73,7 1018 61A 121' 9 722 "o 52.7 1228 659 Sr 441 12M 62.1 967 IDS N 1039 971 105.8 877 86.7 B71 89.0 862 7{.0 971 712 849 64.7 871 68.4 637 67.5 871 6L8 825 51.8 815 431 971 49.0 796 37.0 971 44.0 782 3Z4 871 40.8 771 111 N 120 N 954 755 919 786 g/.3 76.8 832 716 79.5 6Z9 919 7B6 819 649 819 705 69.1 639 919 786 70.8 548 806 695 59. 47.2 918 786 62B 49A 781 686 57.0 41.9 819 786 5a.7 44.4 7% 617 47.7 37.7 774 668 39.7 316 B79 786 NA 34.9 758 fi53 %.i Z7A 919 785 40.2 31.0 742 29.8 919 786 37.1 772 531 iMN 43.7 %6 442 60a 36.4 54B 3Y.0 488 31.2 646 31.9 491 27.3 546 282 485 243 546 25.3 479 Z1.8 548 272 474 182 5;6 19.5 464 i6.6 646 172 465 465 13.7 13.7 546 "a 5 153 40 448 TABLE 128 AnchorCapacity Fa We (Ibs) SWstra 27k tbrc1Ele 35k CaY. H00ow CVU Fli IeOCMU PTWoao MHa Anetux Type °J1e E]co UOrecon v4•ElcouYrMd1 Sn6'Bc0 Uttracon 396'Elco lltra:m vt I790 U10340n V4'S3 ERo Aggre3aor SnB FJco UR=W Vd'SS 9co A99�i1ar 8f0 Sled Screv(O5) d1291etl S.M lN2 Steel SawP5) AncharClIp Pattems t• 2-V7 1• 31d1• P 2-V7r 2•V2 ? S1B• 2' OAS• 0.5C 0.3e4 EtlBe Dsbrce QnT FJntmnel[0nI IJ4' 1.1r4• 1J4• r 7•i/4• i•L-0'• t-1/4' t-1/4' i-tfd• 7 1.3'e• +{i�8' vlle5 2AM''105 0 4.79' IAn O.C. / Semmo oroi etCOPFlg 194 39D lbs 390 Rs 450 W 1644Ias 2701bs 2M IM 740 Ud 874 Ibs 6% ® 94S as 311 W5 442 @s 550 @4 4 ArcbOs ®26a• Mkl O.C. 1918n®n1 (Or(X6e1) Ofp �t9 JT 74D 4n 740 ms 63014 14241tH N/A 5® Itn®5164 NIA BP9 ®s WA IUA 60210s 1D22Ibs 885 8n720 130IDS @sQ4/SEL=(cr9,61 1680 Im liP F'i 4j B251bs 053 7581Us WA Fft7 N/A 745 QsT991M WA WA 4ArcIk1I9 a8• Mln.O.C./ 245 AA01ealp I(Ma ST 7801Ds 7 Its 6601b9 8961as 070ID5 560 Bs7601ts 7AS on SM In1 18920E 6820s 885 it. 11'm6Arctars ®9'MN. O.C./12)9t5 Argl0Clips/ g6k 1170Ibs 1770 BE 1020109 8446s 8t m 840 M4114]0s 11221W 13201bs 28980E T0221r6 73270» t6a01n11.31. llIg. OC, I U-CIP, 1M0.12YNmrt(Flg 1Y NIA WA NIA WA N/A WA WA NIA WA NIA WA WA 1073 21 Its 6ArcMn 00.%•MIn: O.C.l U4:GD. N10 .12Y Plum. lFlB. ek N/A NIA N/A N/A N/A WA ttlA WA NIA NIA WA 4®109 WA WA WA 341109 WA dS2 @s Ba01ca 2 AnCtols 0268• A9M1 O.CJ F{Iip 1Fig 4 370 IDS 370 M 3151m 712 r. NIA 200Im WA 348Ih WA N/A 5111DS &A Ia9 8408E 3AMft a 01.71•Mtn. O.G/FOIp (89-tOk 443 IDs 525 ms 879 IOs 073 to WA N!A 95310s NIA 3981bs WA NOTE: FORTHE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Q CIRCLED VALUES ARE USED W THE EXAMPLE ON SHEET 24_ FIGURE I: FIGURE2: FIGURE 3: FIGURE4. [ a I U. FIGURE 5: FIGURE 6' FIGURE7: FIGURE B: FIGURE9: FIGUREIO: ANGLE CLIP • • • (FIGURERS. MUST BE USED IN PAIRS. GAPAUIT .ANCHOR CAP.- USETHIS FORMULATO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICHMAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 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. ' 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125•TH16K. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST„125- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 4110 8 #12 ANCHORS INTO WOOD MAYBE STEEL, IM S.S. OR 410 S.S. PRODUCT REVISED as comPlyin9 with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami �d Product Control LYN/y 't,LCENSF. * No.58705 ;s�(NAL A Ll W MWLIf t, P.E. FL P.E.# 68705 I ACLt l3A Mullion Capacity Table Ibste Opening Width ((orvertiraDy-spamdrg mu!6ors) or Opening Hol9ht (for (rnimrlFalhvsparIn! mulliorm) ' So In 60 in 70N Born 901n l0a In 170In 1401n Isola 2 X 6%.25 RecmngJla Unduo Tmprtdalry. Loading Ractan8der Loading Traprt4eng. tn8dmg IlactanguWr L..&g 7f•predar®. LOed1p Rac7ar d Loading 1}apRdane, LdedNg Rectenom Loading T.P1116 9. Loadng P-tanaalar Ldadng 7hWD1en0• Laed'ng RectmaLler Loading Tropflif no. Loafing Reclarlglder LoadnA TmOfTdana. Ldadm9 Rectang0lar Loader T p7fdang, Imdlltp Alum,Tube Mulliona Tz�j t• 2 D S 2 U � �a ly.' o xiv <'� �� a U 6�c� fo civ �¢ u a V E' �� �' $g Uv tc �� i _`_���L'-4gS fd` �^gg qina z a <: d`C ma^21 �A Ae zl o E uo ci r �• ci d 42 in 170.0 620 170.0 4m 170.0 744 170.0 478 170.0 B68 170.0 505 170.0 B92 170.0 5+g 17a0 1116 170.0 521 170.0 t240 170.0 521 1710 1488 170.0 521 1ro.0 7735 1ro.0 Szt 1ro.0 19di 7T0,0 Rt 48N 1740 708 170.0 524 iro.0 d50 170.0 584 170.a 982 170.0 630 170.0 1123 +7D.0 W1 170.0 1275 170.0 fiA 170.0 17a0 680 170.0 1700 +740 660 170.0 1987 1ro.0 680 170.0 7261 170.0 Sea 50.625N 1740 747 170.0 SM 1ro.0 898 1T0.0 631 1T0.0 1046 170.0 604 Iro.O 1185 1R0 723 170.0 1345 17a0 747 170.0 M.D. 756 170.0 1793 170.0 758 170.0 '2092 170.0 758 170.0 2391 1740 756 64In 17a0 997 1740 612 1T0.0 B56 170.0 697 170.0 1116 370.0 754 170.0 1275 170.0 BMW 170.0 1434 170.0 817 170.0 1ro.0 dye 17a0 1813 170.0 661 170.0 2231 170.0 861 170.0 25r 0 170.0 Bef 60N 110.0 BBS 100.0 rot iro.0 1063 170.0 797 1T0.0 1240 170.0 878 170,0 1417 1ro.0 944 170.0 1594 170.0 998 170,0 ]2125 170.0 1033 170.0 2125 1740 1087 7T0.0 2479 170.0 10M 170.0 2673 170.0 10M dTln 100.0 9M 170.0 745 1711.0 1176 170.0 aeo 1TD.0 1302 170.0 940 170.0 1488 IT0.0 1015 110.0 1673 170.0 1078 170.0112 7a0 1122 t7Q0 2231 1T0.0 1169 1ro.0 26a3 170.0 1171 170,0 2875 17Q0 1171 = B6N 1T0.D 97a 170,0 789 170.0 1169 170.0 903 1ro.0 1364 170.0 1002 1ro.0 1658 1ro.0 10Bo 170.0 1757 170.0 1155 170.0770.0 12to 17a0 2336 170.0 1275 1ro.0 2727 170.0 1286 770.0 311T 170.0 1386 C 72 In 170.0 1063 170.0 878 170.0 1215 1ro.0 1009 1740 1488 170.0 1128 1TO.a 1700 1ro.D 1228 17D.0 1913 170.0 1315 170.0170.0 1317 170.0 2550 170.0 1488 110,0 2975 170.0 1529 1ro.0 94a0 170.0 1M0 76 ip 170.0 117L 170.0 937 170.0 1348 170.0 1080 17U.0 1570 170.0 1209 170.0 1784 170.0 1322 174D 2019 1T0.0 1421 1T0.0170.0 150e 170.0 2692 170.0 16.29 1ro;0 3140 17D.0 1694 170.0 3589 170.0 1ro5 781n 1740 115I 170.0 9B7 170.0 13BI 470,0 1116 170,0 1611 170D ti50 170.0 18/2 170.0 2072 170.0 1474 170.0170.0 1564 1roD 2763 170.0 1700 i70.0 3227 170,0 1777 170.0 38M 170D 1796 Be In 170.0 1328 Iro.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 149E 170.0 2125 170.0 2391 170.0 1793 170.0170.0 1916 170.0 3188 170.0 2125 166.0 3413 170.0 2273 1365 3413 170.0 2301 96 N 170.0 W7 170.a 1232 1JD.0 7700 170.0 1434 170.0 1993 17D.0 1622 17DD 2257 4 170.0 2550 170.0 1952 170A170.0 2095 18403199 170.0 2338 07.1 3199 160.6 247D 120.0 3189 IMI 242E 108in 17D.0 1591 17aD 1409 170.0 191E 170.0 1647 1ro.0 2231 170.0 1870 170.0 2550 $170.0i3S9 164.8 2781 1T0.0 2271 1483161.9 2333 123.6 2781 140.4 228f 105.0 2781 125.8 2231 92.7 2761 116.0 2160 111 In iro.0 7638 170.0 1454 170,0 1956 1740 1700 170.0 2293 170.0 1872 770.0 2821 9 I51.8 2M2 td23 2245 136.8148.4 2216 113.E 2832 128.4 2188 87.8120N 170.0 17T1 170.0 t586 170D 2125 1700 7859 i544 2252 7549 19B1 175.1 2252 6 120.1 2252 127.2 f938 +D6.111di 1915 941 7)52 89.8 1872 772144 N 125.1 1564 12G.6 1445 104.3 1564 1081 1475 98.4 156{ 815 1407 7B2 1564D 89.5 7804 T13 1370 61.66e.7 7359 621 1564 66.0 /330 M.7 1564 !92 1305 39.1 1564 44A 1283 TABLE 13B Anchor Substmie: 2.7k Camrele Catlacine 3.5k Cane. Table bs H.0- emu Flaed CbIU PT Wood Metal AndW Type: 3116 Elea Ulb -- 1/4' FJco Ultrecal y1� p 16' E n 3116' Emo Ul-n 1/C Elm. l85emn 1/4' SS Ebe AegnK3alor 6f16' I9co Uardcan IM SS Eta AgaleGdn 01081.0 S- (GM M SIs d 8enw (051 012 &.11 Sae- (G5) Anchor CUP Patterns 2.12' 1' 2-1he 3-1f6' 7' 2•Ir, 1' 2-12- T 3-118' 2' 0.48'• 0.64' 0.32. Edo. MM-Oak EmbedmmlGnT- 1' tal4' 1.3l4' 1.3l4' 1.314' 2' 1-i/4' 1.1l4' 1-1l4' 1-I//' 1.1/4' I-1f4' S 13I8' 1J16' ledea 2 Anchors 124.7SM!n,O.G/Stand"da(=et C6P 070. 182)1 3901bs ]90@s 4501h9 8801ba 1644 Pos 2ro 169 78010s 354106 TaO tla 3741ba f541bs 94BIb5 3411ba 4L21ba 5808>s 4 Manam®4.tie'Mh O.G--ad(or0ffiea.B tw,g.3p 7601ha 7B0 Ibs DOD Iba 176016a 3232 tM 510 Pos 560 lba 708 Poa UWlbs 74816e 12721ba 18920n 882Iba BBS Ibs 1720 the 8 Mchm aI.71' Mtc O.C. f Smndard(W Met) Ctp(F0. 4): 71E01b 1400 IM 101016s 25951b5 WA WA 040Its WA INS lba WA WA WA 1363 Ma 1770Iba 22401ba 4 AL.19 3' W n O.C. / R12x5 M91e pips / (Flg. S): 7601ba 780Iba Ban Ibe 15601ba 1896 ins 510 Poa 58016s WA T60 Poa 7461Ds 860 Ra +B921W B821bs 8851bs 117D U. 8 Aachom E9 T Min. O.C.! (2) 2x5 Angle Clips 1(Ftp. 6): 15801as 15601be 13601ba 3120Iba 3782 fin 10BO Iba 1120 It's WA 1520lba 14g6 @s 11- Poa 77041Ds 13M Ibs 17701h5 2240 Poo 12 Anchors ® LS' Wn O.C. / M 2x5 Angle CaW /gyp. 7i: 16601bs 21001W 14401. 37801x WA WA 13M Im WA Imo Itm WA WA WA 2049 Om 2654 Iba 3360 Poo WA WA WA WA WA WA WA 1UA WA WA WA WA WA 14.10 �i ACITY (DP_) X `MULL10N CAP.,o,,,,,) -�CHOR CAP,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 4 Anchom @ 1.34` Min D.C. / U4'J(p, Nta .125' Alum. (Fg. 8): WA B Arahom � 054' Mtn. O.G 1 Wgip, Nfd.175' Alum. (Flg. 9} WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2861 are t--2000"�•( 2Anchae � 4.88' MN. O.CJ F421p (Fig. +0} 3901ha 390 Ou 450 Poa 890 Os 1816 ma 2ro Po5 2801� 9fi4 Poa 740 Po5 3741W F381bs B46!bs 341 laa 4411ba SrD ma 4 Alwhas ®1.71' M61. O.CJ F471p lFk• 11T. 5901bs 700 Po5 505!bs 12981be WA WA 4T0105 WA di3 0a WA t4U7 WA 682 loa 6651bs 1120 gn .250. NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 9: FIGURE 10: FIGl1RE it: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • ° • • LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE • • • 3) MULLION AND MULLION CUPS SHOWN ARE NOT SCALE. FOR EXACT DIMENSIONS, SEE SHEETS • • • • • ' • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE7: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • • • • CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED (FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • • • • • • • • 6-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' MUST BE THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO • • • • • • • . USED IN BE AT LEAST .125' THICK AND A35. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW .251 PAIRS. THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 2' X 6' MULLION PRODUCT REVISED as complying with the Florida Building Code NOA.-N� 17-0630.01 Expiration Date 0512612021 ` �>aNY LYNN * No.58705 j J %�0. SATE F (V 'A Ilym M1P h P.E. FL P.E.# 58705 TABLE 14A Mullion Capacity Table slftr ' Opening Width(forrergm9y-spenrdrgmlolore)er Opening Height (forindmntaAy Wiring m11190re) Rectangular 60 In Trep'TOari9. Rectangular 901n Trepl"M2 . Rectangular 70 In TraprMan9. Ree[nng�4nr 80 m Tnprnarg Rsrarguler 90 dNg In 7ra{JTnarm. Loafing f+ec'rgWer Loadln9 1001n TravTd-g. LocAn9 Rectneular L.Who 120 in hapnitaq. L-Ing Resfarpular Le'+dhg 140 N 7rayihviy Loading Rectangular I.oa7N9 t80 N Tn�riorn7• 1.0a0fng 1.26" x 2.11" x.126" Alum Laading r Loading 3n Londng a Leading x g Loedi g LOadlrg Leading 'Fr Leading L a .. a C �xt YL & 2 .. E % R .-. B• a a A0 a a a _ m ..- b' m$$ `8 Tube Mul a �, t4 1 ��� J6 3 G a`o6 s'� s9'£-`_� gg " Si�sg K4.3 d`842h 134,1 411314 .0 426 120.2 SZB 1469 419 1359 414 90.1 Me 1J4.6 411 B61 `..a 134.1 411 721 526 1341 411 60.1 526 134.1 411 51.5 526 134.1 411 314 45.1 30.2 526 4W 4Bh 0 333 a0.S 403 94.7 =5 w.4 320 60.4 403 81.4 317 517 403 78.1 315 463 403 78.6 314 40.J 4W 78.6 314 2W J4.5 29.4 4W 362 766 6i5 2W 257 36Z MS7&6 6L5 283 ZW54N 50.6c51n T 0 301 2B7 we 565 362 318 79.3 64Z 29d 261 60.8 SB.S 332 318 T1.9 57.7 29951.5 25e 42.4 362, 318 fi7.2 S.'i5 286 253 4V 37.7 3622 318 6d.e 50.8 284 250 41.2 329 362 318 836 9.5TAB 2W 3S3 289 384 318 63.6 49.1 24a 742 318 49.1 248 272 31B 49.1 24B 1 219 41.2 25B 45.7 214 35.3 25B 467 210 30.9259 372 207 T7.5 268 34.8 204 247 758 339 2W 266 256 322 201 17.7 256 322 201 15.5 26B 322 201 c WN .1 234 39.t :9S 3a5 234 347 192 267 234 37.6 leg 23.7 234 29.4 156 21.4 234 20.0 189 17.8 234 26.8 1B3 15.3 234 's65 1W 13.4 274 265 1W Win f b6N 972 213 .8 39.4 270 13131.0 35.6 213 UT 179 265 213 Z9.9 170 232 2t3 27.0 J73 206 213 25.1 170 168 213 23J 169 155 213 22.2 167 13.3 213 220 166 1t.6 213 220 166 72 N 268 179 30A 179 Me 152 m.4 179 229 149 17.9 179 263 14T 159 179 18.7 145 78h 24.3 161 25.4 iB1 21.6 137 17.4 161 19.0 135 152 161 17.0 131 TS In 225 162 23.5 152 149 131 let 162 17.6 129 TABLE 14B Anehor Capeelty Table Obs) 9rA4valc 2.7k Cmctate 3.5k Cex- HoOmc CMU FilledC3N PT WmO metal S115'Eko 1/45S EIco5116•Elco V4'SSEko X10S1ed i71231eei a12St2Y Arctwr Type 3r16'Eko latrdcm V4'EkOIAUam U➢�� 3110Ek0U0fac0n V4'EIcO NOazm Aggm1atK Ultaon AggeGaOr SeRW (GS)ScrB.v ([u7 Scree LG5) Anchor Clip PaCems 2.12' 3-v6' 1' 2.7rL" 1' 2-vY 2 3•VB' 7 648' D.Sd• 0. E63e DL4ta:ICG(N7 i' 2./2 ,' 15'4 1.YC Z' 1d14• 1-v4' !-1l4' • 1•v9• t-174' 1-vT 2 13i8' iJ'B' 'reles Elnbatnelt ) 13'd• aarclnra ®3 r!m o.C./ (A 7t5Arg'b D:ps 7(flg. i): 760Igs 13rt Teo Ix flan I6 ,� Itu ,m61a1 s4o m 5so» wA na ea 748 nn ea0 m lera os saz Da ees ms t430 as 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 9TMENTFORMULA: =ANCHOR CAP._ USE THIS FORMULA TO OBTAIN THE -ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADOMIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: . 3) MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE. FOR l7(ACi DIMENSIONS, SEE SHEETS 21-23. ® ® ® • ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. _ FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMLI) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063•T5 AND BEA MINIMUM OF.125' THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL ExTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL. 18.8 S.-S. OR 410 S.S. PRODUCT REVISED as eomplying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Mlaimi-badw Product Contra L11111111! , ONLYLY .....N/LJ 2'c.; • LICENSE'•. No. 5870I5�y7- ��O -•. ATE R ` � •(V�: ONAL E����• A. L1�tJNMI 'R, P.E. FL P.E.# 58705 a - I Hl3Lt "IOH Mullion Capacity Table (Ibs1lt2) Opening Width (fanerlical"panNrg Imd5cns) or Opening Hoight (torfnrizat ab spanni g ml119cns) 50N Go in 7D In 6DIn Sol. f001n 120 in 1401. 160In 326"30 Rectangula foadNg TF4p78fan9- toadng Raomngular LmdNg T. I.P.6 Lwdn9 Rectangular (oadm9 TmpfTdang. Loedn9 Rectar(War Iaadn9 11,,M n9. L-19 R4em -la L-dNa Tmprm-g. LaedOp Red gu. Loadn9 7m1+r�nang. loedn9 RCaIM9�sa lwdm9 7teplLivd. Loadn9 1TeemngNar Lmdn9 II Kl7 ng. LAad.g rmd no- l.9edn9 Tmpridane- I0adn0 DEG. AL BAYMULL r r T-u to gp <=d M€ dz°� a q ^a a R�Qug��� 421n 170.0 620 770.0 435 170.0 7N 1740 478 170.0 866 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1775 170.0 621 149.7 1740 170.0 521 46N 170.0 709 170.0 524 170.0 S50 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 UT 170.0 1417 170.0 6W 1522 1522 170.0 Re 130.6 1522 170.0 SW 114.2 1522 170.0 650 50.526In 170.0 747 170.0 50 174D 896 170.n 01 170.0 1W8 170D 684 170,0 1195 170.0 723 170.0 1345 170.0 747 1642 1443 170.0 Tab 1319 1443 170.0 756 117.3 1443 170.0 756 1076 1443 170.0 756 541n 170.0 797 170.0 612 170,0 958 170.0 W1 170.0 1116 170.0 764 170.0 1278 170.0 BM 160A 1353 170.0 W7 144.3 1353 170.0 B56 120.3 1353 170.0 861 103.1 1353 170.0 Sol S0.2 1353 170.0 861 60 in 170.0 S85 170.0 7D1 170.0 1093 170.0 797 167.0 1215 170.0 678 U5.1 1218 170-0 944 t2D,8 1218 159.8 938 116.9 121a 1521 524 97A 1218 WA 913 0.5 1218 145.1 913 73.1 1218 1441 813 nN 170.0 930 170.0 745 170.0 1116 170.0 850 1502 1150 168.8 973 131A 1150 10,D 914 116.a 1150 14" ago 105.1 1150 1342 B85 878 1150 126.7 871 75.1 1150 1262 670 65.7 1150 192 870 66 it 170.0 074 1TO.0 789 152.4 1019 185.8 881 1346 1048 146.8 864 714.3 1015 133.1 650 101.6 1D/8 12TI 09 81.4 td8 116.6 830 7B2 f048 109.4 821 65.3 1045 1062 81a 57.1 f015 tOaS 878 E; e T2b t40.5 dW 7479 784 117A 880 12fi.0 74e 100.6 850 1145 734 890 580 "o" 722 7a2 eaD 929 712 70.4 B80 862 703 58.7 SW 792 60 503 880- 7S5 WB 44.0 880 76A W8 J 78N 119.7 760 125.1 e90 99.0 790 108.4 676 85.6 790 93.] 60 74.9 790 B39 B52 66.5 Too 769 643 599 790 71.7 635 489 7m fist 624 42.5. 790 621 B19 37.4 790 61A 617 � 78N 110.8 7W 1155r6�57 923 750 98.1 fi41 79.1 750 85.9 6>2 W.2 750 77.1 621 67.5 750 70.8 612 55.4 T60 eS7 605 462 750 59.4 E94 39.6 760 562 588 34.6 7W 65.5 688 so in Tt1 00 74 60.1 Sn 629 491 51.5 563 519 d0 45.1 50 469 -5 40.150 44.4 498 3r"56D46i 30.0' 563 382 452 25.5 50 733 445 225 50 31.8 142 96h 59,4 489 61.1 49.5 495 51.5435 42-4 495 44.8 427 37.1 485 39.9 -1 33.0 495 36.1 05 29.7 495 332 409 24.8 495 9.1 4W 212 49a 25.6 394 15.6 485 25.0 390 1081n 41.7 '391 42.6 34.8 391 35.9 348 9.8 39131.1 342 26.1 391 27.6 337 232 391 24.9 333 20.9 391 22a =8 17.4 391 19.7 321 14.9 39111.8 315 III in 344 370 39.2 320 770 33.0330 279 370 28.6 39 24.0 370 25.3 320 21.4 37D 229 31fi 192 37D 20.9 312 16D 370 11120 In 30.4 317 30.9 26.1 317 2E0 284 21.7 oil 22.5 2 00 19.0 317 10,9 276 1 16.9 317 17.9 273 1441n 17.6 220 17.8 203 TABLE 15B Anchor Cap2c[tv Table bs SUDsImtE 2.7k C9aerete 3.5k Corrc. Haeaw Wu FlUd CMU PTWOad Maml 5116 Eka 114' SS EIeO 5116- Elco 1/4' SS Eko S10 Steel 012 6- 0125ted Arichar type: 311T L%0 U1lraean 1N' E1co I9Vecan Ultacon 316 Eka uI=c. 114' Eko Ultrdal A99n:Gbr a Ult-n Agannletor GS 6oRW() oraw 9(GS) S.-(G5) Anchor Clip Pattems edge Olstenm Mk 1' 2-12• 1 1- 12-1/T -z I 1' 1 2-12' 1' I 2-12• T 7-1/B' T 0.48 0.54' 0.924' Emnehoent Mk 14W 1,V4' 1314' iJ4• 7 1.114' 1414' 1.1/4' 1-114' 1-1/4' 1-V4' T 1318' 1318' 1e1(ea 2Amh= @ 5- MUI. 0.4 / 12) 295 Angle UP / (F19. tit 390 Da 390 Ba 45D roe 890 M 1700Ias 270 9M 2FA 16s 354 ms T4010s 374 9n 791W 94B Qts ]41 las 4421ne mom 4 AneMre ® 3S Mh. O.C. / R) 245 Angle Qps / (Fh-2): TBO 0u 7W Om T90Ins 1670 9s 2325 Ns 510IOs 350 ihs WA 1720 8a 748 ms B80 me 18821ne 4S2 @a 98516a 7660120 1M 6 Andros Q 271' Min O,C, / RI215 An9I. C1ps 1(FI0. 3k 1191:u 11201os 958Iba 2246IN 22541os WA B401bs WA t0591Fa N/A 732015f IUA 10221h0 1327 B. 16W Ins FIGURE 1: FIGURE 2: FIGURES: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 41 SUBSTRATES: CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' THICK STEEL STUDS TO BE MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. (DP,,,,) X ( ANCHOR CAP.,,a,,,,,,� =ANCHOR CAP. MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 30" BAY MULLION ` W Cm 0 W U.1 co L7 U M Q O ¢a a Z m 117 Os 003 9� C O N O- PRODUCT REVISED as complying with the Florida Building CadO NOA-No. 17-0630.01 Expiration Data 05/2612021 By Miam60;/ de product Control lltl ll lrl)l/ ,NoN......NN,�i'%. N0. 56705 .�� 0 S S7ONAL EN�``� A. LYf�POLLER, P.E. FL P.E.# 58705 0- 1ABLt IbA Mullion Capacity Table ht.1R Opening Width (far 47:r5ca*spsr6tng mld9ons)or Oponing Height (for For m3rta*sponrungmURons) ' 50In so In 70 in 80 in go In f00In 1201n 14D I0 1601n 325"46 Rectenerlm LoadEb41 TrzNTnan9• IaamrW Redd War L®dn0 TMPf81an9. Laadna Re U%Uar Loadnp TraplBfarm. Loadlg RectanOw IsaduW TIWTft LoednO Pecdn9ula Laadn9 Meivri-a. Laadn9 P..Unpdar Loadm9 Tmp7fdarg. L-InB R.-Slular Lnedrg Tmp7Td4n9• L0edn9 Rectmvukr Loafing Tmprtdan6• lnadnp Rea-plar Loadnp Tr4lron-W. loafing DEG.AL BAY MULL r v' _r 'e r- _r r3 �� r ri & r o E t' r ci r ti a 5a r a o r ci v ci _ r v & a m �„ Aj.•^ 5 e 5� a o �� r ti `a r ci -� >_ ci s� fi� r i9 5 r 8 s r ci r m 5� r ii $ r_ u Via• r u �A aG r V z.12E.e fir 4e if° r ii �te r ci �o r o �`¢ r ci 2>e• r c7 v a`aH r o �e p^ a fir a4 cR ga r 4i d`� 42 to 170A 620 1T0.0 435 170.0 744 170.0 478 t70.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 52t I70.0 1735 170.0 52f 1eo.S 1aT1 170.0 521 481n 170.0 708 170.0 524 170.0 850 170.0 5M 170.0 822 nD.0 W0 170.0 1133 170.0 efl 170.0 1275 170.0 677 170.0 1417 170.0 Sao 161.7 1637 170.n 680 140.3 1637 170.0 680 122-8 1837 17a0 690 50bi5 in 170.0 747 170.0 563 170.0 838 170.0 631 170.0 1046 170.0 654 170.0 1195 170.0 723 170.0 1345 1740 747 170.0 1494 1740 758 147.1 1552 1T0.0 758 128.1 1552 170.E 758 110.4 154 170.0 755 54In 170.11 797 170.0 612 170.0 956 170.0 691 170.0 111E 170.0 754 170.0 1275 1710 003 170.0 1434 170.0 837 1S52 14SS 170.0 658 129.3 14S5 •170.0 961 110.8 1455 170.0 861 879 1455 170.0 del 601n 170.0 865 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 044 139.7 1300 170.0 906 125.7 1309 163.5 994 104.8 1309 157.1 E82 62.3 1309 167.1 11B2 78.6 1309 167.1 952 631n 170.0 B30 170.0 745 170.0 1118 170.0 650 1629 1247 170.0 940 1425 VAT 1M.5 9S7 1247 1247 1525 665 114.0 1247 144.3 952 95.0 1247 1382 M6 B1.4 1247 135.7 S35 713 1247 1357 939 68 in 170,E 974 170.0 )89 170.0 1I69 170.0 803 t4e,a 1190 183,7 885 128.8 1180 147.9 045 115A 1160 136.5 02B 103,9 1190 128.4 BI4 eB.B 1180 118.5 896 742 1180 11B-t 69 1180 119,1 893 c 721n 1615 1070 169.8 an 134.7 1010 1M.6 S58 115.4 1010 1272 e42 101-0 W10 114.7 828 82.6 1010 105.6 BIT 80.8' 1010 949 807 673 1010 90.8 795 67.7 1010. 67.8 790 505 1010 67.7 7B9 76In 137A £06 $43.6 792 1145 000 1220 775 84f 806 107.1 761 45.9 9d5 95.2 749 TO 908 88.2 ra e8.7 sm ea 729 57.3 808 74.7 718 49.1 BOs 712 1.3 7f0 429 906 70.8 708 78 m 7n.1 e61 132E 754 1059 861 1125 738 90.8 !et 95.E 725 79.4 call 88.5 713 70.E 861 91.0 703 63.6 881 75.4 694 53.0 BW ao.1 S81 45A 861 64.5 675 39.7 W 53.7 672 eo in 827 BQ 854 574 68.9 6W 721 564 69.1 MS Sig 554 51.7 6d6 56.1 545 440 846 509 537 41.4 8W 47.0 SM 345 6W 415 619 29.5 MB 382 511 259 646 38.5 507 86 in fie2 58a 70.1 508 58.8 566 59.1 d99 447 SBB 51.4 491 42.6 569 45.a 483 37.9 568 41.4 4T8 34.1 588 341 470 28.4 56B 324 459 243 6b9 30.5 452 213 588 29.7 447 108 In 479 449 48.9 405 39.9 4W 412 39D 342 449 35.7 393 299 449 31.7 387 2E.6 449 2a9 382 Z39 449 241 377 20.0 M9 22-7 36a 17.1 449 20.4 3M 15.0 449 18.9 356 III In 44.1 42S 46.0 386 38.8 425 37.9 3T9 31.5 425 328 373 279 425 29.1 3b7 24.5 425 262 362 221 425 24,0 35B 144 425 20.7 360 15,8 425 1lLB 943 120 In J4.9 3M 35.5 331 29.1 354 29.8 326 249 3M 25.5 321 21.6 3S4 229 317 19.4 384 2D.5 313 17.5 3M 10.7 309 1641n 20.2 2M 20.4 233 16.8 253 17.f 230 TABLE168 Anchor C.pzp Table ba Sub5trete 13.5k Conn. I Hollow CMU FdIad CMU PTWbsd Metal Sie' O 1f4' SS Eho 5/1S E14o IM' SS Elca a10 Slee! 612 Steel 912 Steel Ancirorrype y16' Eka Ulbacon 1/4' Eica Nbaeon UInoM yt6' E{ca Nbacon tfb' Eka Ulbeean A99n ralor NbaM AgglCiator Seew (G5) S4mw (G5) 8c (05) Anchor Clip Patterns Edge QSRnee (tik 1' 2-1? T 2-1Q' 34W 1' 24W I• 2-Ur 24 3.1/8' 2 0,48' 0.W 0.32i' E.1,3.ern(I,): T6 1�14' 1-314' 13I4' 2 4.114' I -Ile YV4' 1•V4' 7-114' 14/4 r 1375 1-y8• feries 2Mcnom 5' Min O.C.I RI 2.5 Aqb. Up. f (R0. 1X 390 L'c 998 b5 450 to e90 ba 1700 ba 2701ba tall ft 354 ba 740 Qm " 3741ba 12016a 818 b5 941 0n 44216a $ao 0w d Ancfars 35' Alin O.G 1(2) 245 Angle apg / (Fy. 2p 780 bs 7BO Ile 7901ha 16701bs 2523 dxi saD bs S601ba WA 11201bs 74a Ibs BBO Ibs 1992 0s 60210s 885IW 11201W S Anchors @ 271 Min O.C.I (� 9i5 APOle gITa / (fl9. 3): t120Ins 11201tu 958Iba 22461ba T2M ba WA .lbs WA 10591bs WA UiO Au WA 10221bs 152716a 1 WO lba FIGURE 1: El FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND -MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TSAND BEA MINIMUM OF .125" THICK STEEL STUDS TO BEA MINIMUM GRADE $3 AND ,045' THICK (18 GAUGE} STRUCTURAL STEEL TO BEAT LEAST A 25' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR 410 S.S. =ANCHOR CAP._ l USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0630.01 Expiration Date 05/26/2021 LY..... * No.58705 10ATE F A.7LYNNI ILIl1LEA P.E. FL P.E.# 68705 -}� r-.125' II STANDARD CLIP 2 000' 6063-T6 ALUM. XSECTION -A 25" E 5.500' CUL HERE TO .3751 .375' 3.125' CREATE F-CUP,SEE MIN. MIN. I r DETAILF,SHEEr4 ------- I I------- i A L_ L._______J �- STANDAROCLIP 6053-7`6 ALUM. ZT11..rANCHOR HOLE MUST LIE TOPVIEW ITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER- V16'. 5.500'-----^j •375° .375' I MIN. MIN. r- - - - -------r------------ I I I I I I B I D I I I I I I I C OFFSET CLIP 6063•TSALUK _125' I TOPVIEW {- --.T fl 2.125' u•cuP 6063-TB ALUM. xsEcrloN 125"� 9- .740" F- 938° MIN. A I U-CLIP 8063•TO ALUM. TOPVIEW Z NTEROFANCHOR LE MUST UE HIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER ♦ 1/16'. TCnI F Pt 1 1-.125- 2X5 ANGLE CUP 6063-TG ALUM. 2-000 X.SECTION 125' i5.000' .376' MIN. FDAVSHED -- --' j 2X5 ANGLE CLIP 6063-T6ALUM. TOPVEW HOR HOLE MUST LIE WITHIN THE ARY. SEE SHEETS 6.18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116'. Mull Dimension (sheeti) PGT Part _ Mullion° Std. Clip OlfsetClip U•Clip Angle Clip 1" X 2" X.125' (5) 66605 666113M 6661118M 666243M ' 666511 M 1" X2" X.375' (6) 66600E 665114M 6661119M 666244M 666512M 1" X2.75" X.375` (7) 66607 666115M 6661120M M245M 666513M 1" X2.75' X.650" (8) 66608 $661ISM 6661121M 666246M 666514M V X3.125" X.500" (9) 66637M 6661116M 6661114M 666242M SM515M 1.26' X3.188" X.266'(12) 66641M 6661117M 6661113M 666241M 668516M 1.26"X211"XA25"(18) M70 WA WA WA 668517M MLIN NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9. 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE -LOCATIONS & ANCHOR O.C. DISTANCE 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - I-�,.266•� .125' 2., 76 1 r .,25° .900° f 1.26' X 2.11' X.125' MULLION 6063•T6ALUM. XSECTION TABLE A Dimension Value Qn) For Muillon: A 1.025 1" X2" X.125' Aluminum Tube Mullion 8 B 2654 O.Bs5 D 0.740 A 1.125 V X2" X.375' Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 1' X 2.75` X .375 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 A 1.312 1' X 2.75" X .650" Aluminum Tube Mullion B 3.000 C 0.476 D O.B36 A 2.000 1" X3.125° X .500' Alum Tube Mull B 2637 C 0.863 D 1.137 A 2.625 11.25" X3.188' X.265" Alum Tube Mull B 3.262 C 0,862 D 1.762 A 1.813 �1.26- X2.1r .121" Alum Tube Mull d z w N s a PRODUCT REVISED as complylny with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/2612021 gy Miami- a Product Contro %1 �•�=�;a�NYcEYnXAIF MQ� No.58705 O S TE F T,e�'•. i�Fs'••'40RI0P.. •' \�� A. FL P. 8705 1I.W X325X.100' 125'X 325"X.024' MULLION MULLION 6CO5-T5 ALUM. 6005-T6 ALUM XSECTION X-SECTION 740' ®� 8 �.125" -I f-.125' mac' b i 1 .125' STANDARD CLIP 2.000" 8083-T6 ALUM. I 2.12`" Zppp• 2XS AN CUP X-SECTION U-CUP fi063-TB ALUM. I I 6053-Tfi ALUM. I XSECTION .126" N .125° X-SECTION L ., -IUN 125°� O 1'X4'X.375" I 5.500' T-MULLION 6063T6 ALUM. 375 CUTHERETO 375° 3.125'-��_ CREATE FLIP, SEE XSECTION MIN DETAILF•SHEET4 125(r- -... I I I I I 1 I I I 1 1 1 I 2.8759 I I I 1 I 1 I I I --- --- i I I I I I I F 3.94° 1 I I I I L..100° L ______J 624' Tt L STANDARD CLIP CENTER OFANCHORHOLE MUST LIE 6063TPM. -1 .820' l-- WITHIN THE DASHED BOUNDARY, SEE 12S X 3.94'X.624' SHEETS IG-17 FOR THE ANCHOR O.C. MULLION DISTANCE MAXIMUM ANCHOR HOLE fi0 0SECTION ' DIAMETER: ANCHOR DIAMETER-1116°. XSTS CTION \\ I I MIN. D��, ` /,� MIN. I 1 I 1 .125 .1254' 2.250' 1 3' I 0'3STw BAY MULLION 530'BAYMULLj 6063-T6 I ------ 11I I 60B3-TB ALUM. X-SECTION X-SECTION .125' 22s l-,981"-i '226"� {--•981°.i .740" NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 375' ---- I I I I I 1 I OFFSET CLIP 6063.18 ALUM. TDPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-20 FORTHE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16'. .375° CENTER OF ANCHOR HOLE I MUSTUEWITHIN THE DASHED BOUNDARY. SEE F SHEETS 10-17 FORTHE ANCHOR O.C. DISTANCE MAXIMUM i ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16'. U-CLIP B063-T6 ALUM. TOPVIEW TAR] F r Dimenalon Value (In) For Mullion: F 3.667 1 X4" X G 1.000 .125" Aluminum H Y-660 1 3.000 Tube MWllon F 3.187 1"X4"X G 0.157 .375" Aluminum H 2.430 I 3.000 Tube 8'T F 2250 125' X 325' G 0.750 X.100" Aluminum H 1'500 I 3250 Tuba Mullion TALI C n I •1 I 1 1 1 I I I I I I I 1 1 I I 1 I 1 1 --------------------- TARI F C. 11.I7NIT Dime nsionj Value (In) For Mullion: F G 1.938 0*600 1.25 X 325" X.624' Aluminum Tube Mullion H 1 1.438 3.250 F G 2625 1.125 125' X3.94" X.624' Aluminum Tube Mullion H I 1.500 3250 F 2. 113 30' Bev Mull F 145'Bay Mull MIN. 2X5 ANGLE CLIP = 60 s:O B08 TOPVALUM. EW u- & � PRODUCT REVISED as eomplytng with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 0512612021 0 � By ow' Miami �r.du.l a (7 K Mull Dimension (sheet#) POT Part# Mullion Std. Clip Offset Clip U-CIIp Angle Cllp 1' X4' XAW (10) 69364 666111M 6661122M 666241M 666518M 1'X4-X.375-(11) 66610 686112M W123M 686242M 665519M V X4' X.375' T 01) 125' X325' X.100' (13) 12T X325- X.624' (14) 66653 20160120312 2018l=315 666112M 6661127M 666112BM 6681123M 6661124M 5661125M 668242M 6662410M 6662411M 668510M 6665115M 6665116M 125' X3.94' X.624 (15) 20162 6661117M 6661126M 666241M 665517M 300egree (19) 66649 WA WA WA 6665110M 45 Degree(20) 66650 WA WA WA 6665111M vi `111{I111I 111 w � Z* No.56705 n ?'o * S a A. LYNNIMI1! P.E. c� FL P.E.# 58705 TABLE E w Zry e a i '1 C---.125- I --i--.125" -'i h-.125" �� 1 a o U ANDARD CUP i UT'6CLI2X5 ANGLE63-T6A UM cx �- 063-76 ALUM. fi063•ECTIONALUM. 806SECTI N - LL 2.000'XSECTION 2.125' XSECTION 2.000' XSECTION UR NOTES: N 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125• I 125' 125' U DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. O U Lm N ¢ W 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE z W i--1.490'-.-i W O HOLE LOCATIONS. 1.490" w •� _ 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 5.500' 7 n _ CUTHERETO 5.000' 375' W W o ° F- 3.500" CREATE F-CLIP, MIN. M Z Cl)'U) 2.000' .375° 'C I _ SEE DETAIL F. .375 .375' U t0 W MIN. r SHEET4 MIN. g W Z ----- ---------� -- -- T---------------------7 z Wz a Z r-- -- I Z I I I I i i w z �� & flU O - X O J D. � t`5 �z I 1 I I O i- U rc` 4.000° I E-I-- --- --I- 3.438' re + 3.438° 9j---------j z Q rn m 25O' 2' X 4' X 25' j - 3.438" i I Q Z 6083-TB MULLION a. I I i I I ~ Q NO =o X-SECTION I 1 I I I --_-j .375" na W O m °' 8 L_ L L� ------ MIN. w D_- J Y Y ______ __ �___ _______J __ __ ________- �- STANDARD CLIP i 2X5 ANGLE CUP U U•CUP, 6063•T6 ALUM. OQ O O CENTER Of ANCHOR HOLE MUST UE 6063-Tfi ALUM• SED FOR2'X4'MWIJON.SHEET IB CENTEROFANCHOR HOLE MUST UE 8063-TB ALUM, t'L d - Z co (n .250' WITHIN THE DASHED BOUNDARY. SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY. SEE TOPVIEW }a �= 0 mO mS'.O SHEETS 16.17 FORTHE ANCHOR O.C. SHEETS I6-17 FOR THE ANCHOR O.C. O -' � C DISTANCEMAXIMUM ANCHORHOLE CENTER OF ANCHOR HOLE MUST UE DISTANCE MAXIMUM ANCHOR HOLE O DIAMETER; ANCHOR DIAMETER • 1N6". WITHIN THE DASHED BOUNDARY. SEE DIAMETER ANCHOR DIAMETER i tlt6'. SHEETS 16.17 FORTHE ANCHOR D.C.. PRODUCT REVISED 5.50D- DISTANCE MAXIMUM ANCHOR HOLE as complying with the Florida CUT HERETO DIAMETER: ANCHOR DIAMETER -1716'. 5.000' NOA-No. 17-0630.01 2000° 3.$OO°'--�I CREATE F•CUP. .375 9 r-SEEDETALF, MIN. '375' Expiration Dat 5126/2021 MIN. SHEET4 MIN. �% 375' By --- - � - -- -- --- - I --, � -- I Mlaml--Ij a Product Control I I t1 I I 1 I I I I ! I i I I I I 1 I I I 1 I 6.000" - - �-- - -T- - - - r 4.688' Q r 5.438' t i- - _ _ _ _ _ .250° I I 5.438' I I 11II IIlI 1 I i 5.438' LYlylll��,,, 2'X6'X25 MULLION No. 6083-T6 ALUM. 1 1 I ` �• XSECTION I .375' I I I I I I MIN. '0 -------- -----� -- -- L---------------------� . STANDARD CLIP' U-CUP 2X5 ANGLE CUP ��� ••�<ORIDP,.•'G���� .250" e063•T6 ALUM 6063-TB ALUM. 6063-TBALUM. '��S�Q TOP VIEW USED FOR 2' X 6' MULLION. SHEET 17 TOPVIEW NAL j1 11 TOPVIEW A. LYE) W1111 R, P.E. FL P.E.# 5B705 Mull Dimension (sheet>*) PGT Part# Mullion Std. Cllp U-C6p Angle Clip 2° X4° X.25" (16)' 66602 666261M 668271M 66fi5112M 2" X6" X.25" (17) 66604 666262M 666272M 6665113M • U , t EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS N HEAD "-SEE FENESTRATION PRODUCTS APPROVAL,, 72 MUWON LENGTH SHEETS 2-3 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. 1) INITIALLY ASSUMING THAT A 1- WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72-AND THE OPENING WIDTH IS 321+32+1"=65°. REFERENCWGSHEET 25. THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-114'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.0t-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE - FROM TABLE 3A, SHEET 7, THE 1' X2.75° X.375' MULLION (LENGTH =72°, OPENING WIDTH =70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-583 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75' X .65T MULLION (LENGTH - 72'. OPENING WIDTH = 70') HAS A DESIGN PRESSURE OF +/-727 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 836 LBS. Q 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 912 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. SEE DETAILS, 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PROOUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL SHEETS APPLY TOTHE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THATTHE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. NO ANCHOR9IN WINDOW 61LL 32' __:j -{ F-MULL WIDTH OPENING WDTH 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, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF SO PSF: (60 PSF)X ( 636 LBS \ = 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEFi SCREWS FROM TABLE 4B) 72.T PSF I THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3/8'. THE OPENING REQUIRES A DESIGN PRESSURE OF+30.0155.0 PSF. FOR THE VERTICAL MULLION: ~ Q z Z 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32-+72-+1-105-AND THE OPENING WIDTH IS 36-+36°+1°=73. REFERENCING SHEET25. SHALL BE USED. SCAN THE MULLION TABLES FOR MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 23/8°AND WILL Q Z 1 co bo b[ THE COLUMN USING RECTANGULAR LOADING MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF -50.01.55.0 PSF. IFTHE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. co � _j g EXAMPLE 2• MULTIPLE MULLIONS SEE DETAILS. FROM TABLE 3A, SHEET 7.171E 1'X 2.76' X.376° MULLION (LENGTH =108-, OPENING WIDTH = 80� MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS+1-75.1 PSF W 0- � � ' MULLWIDTH--fir- SHEETS 2-3'AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. F FROM TABLE 12A. SHEET 16, THE 2' X 4' X .250' MULLION (LENGTH =108", OPENING WIDTH =80*) HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS (L 2 W Z FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTETHEANCHOR CAPACITY REQUIRED OF 971 LBS. ,_54 32' SEE SEE DErAILs. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THEADJUSTED OPENING WIDTH 1536'+36'+2'=74°,NOT 73°ASPREVIOUSLY �� fit C FENESTRATION PRODUCTS SHEETS ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILLAPPLICABLE FORTHEADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN PRODUCT REVISED APPROVAL 2.4 �- THE 73" DIMENSION (3572°+35-12°+2--73-). as complying with the Florida IIF1- - r I 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADERAND SILLARE 8• WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8-, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. Building Code NOA-No. 17-0630.01 VER MI - ' MULLION -� USING THE STANDARD CLIP WITH (6) 3/16• ULTRACON ANCHORS ATAN EDGE DISTANCE OF Z-V7 GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND Q Expiration Date 05/26/2021 LENGTH SEE SEE DETAIL E. THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITYOF 971 LBS. By DETAILS, 4 SHEETS sHEET3 OPENING FOR THE HORIZONTAL MULLIONS: w Miam �3 de Pro uct Contra HEIGHT BECAUSE THE VERTICAL MULL WILL BE A2°X 4" X.260° MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER H OR�iz .�, MULLION MULLION TYPE COULD BE CHOSEN. LENGTH IS 36- AND THE OPENING HEIGHT IS 32"+72"+2"=106". REFERENCING SHEET 25• THE COLUMN USING TRAPEZOIDALRRUWGULAR LOADING MAY BE yr ((7 1) THE MULLION USED. FROM TABLE 12A, SHEET 16, THE TX 4" X .250' MULLION (@ LENGTH = 42', OPENING HEIGHT =1207 HAS A DESIGN PRESSURE OF +H170.0 PSF WHICH EXCEEDS THE R REQUIREMENTS FOR THE OPENING AND MAY 6E USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DETAILS, SHEETS 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 6' WERE BE CENTERED WITHIN THE 8', CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE 2X5ANGLE CUPS WITH Z 2-3 WIDE. IF THE MULLION CUP TO (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 0) i ( 11 ANCHOR CAPACITY OF 521 LBS. D: ��` ANY LYNN `aka'• M�C�'`i t38'. HEN 38•,HORIZ LENOTHLL LENGTH "OPENING 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR CAPACITY IS1074LESWHENUSING3ANCHORS,WHICHISGREATER,ANDTHEREFORESUITABLE,FORTHEREQUIREDANCHORCAPACITYREQUIREMENTOF521LBS.THE 1.10ENyF o WIDTH FORVERTICALMULL ANCHOR TYPE IS A#12 STEEL SCREW,.,: No.58705 :•_ FROM THEABOVE STEPS. OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE36'HORIZONTALMUWON ATTACHINGTO CMU; VERTICAL MULLION f/L H �` ® �ip "..,• A� r C(/�` +/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE ONTERSECTION). THE LOWEST DESIGN PRESSURE IS+/-ti4.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS, ,.•• _ �i t� '•.,<OR1DI*-. •' ���` r t VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION FINAL DESIGN PRESSURE REQUIRES THATTHEBOTH THE MUWONAND THE FENESTRATION PRODUCT BEINSTALLED IN ,5,70NAL' 1S�`�,`�`` O LYIVI�III/fI�LCKIP,E. PRODUCTS. WILL APPLY TOTHEOVERALL ASSEMBLY. _ ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. • A. 0 FL P.E.# 58705 Q i» EXAMPLES OF RECTANGULAR LOADING: PW _i IiI III — �,fl���'•I LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS MULLION EXAMPLES OF TRAPEZOIDAUTRWJGULAR LOADING: 00 HING R DOOR DING OF HORIZONTAL MU' C $0. �m0 � LL PW PW o in fLo z Z W W O LU / � J N � N W o C) U 4 3 Z i m 2 U LOADING OF VERTICAL MULLION w r� W� SZ d ¢n Z Z . ¢ N rn I- ¢ z a S2 W m ' MCD PW (0 0 o LU Z 0 Q i .° ¢.Q0 D. ZmO J SWWDH 0 s 2 ml N ' K 4 PRODUCT REVISED as complying with the Florida Building Code / NOA-No. 17-0630.01 Expiration Data 0512612021 .OADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: By Mla -0�e Product Control 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT i ���� NY LYNN i `� M/ !� BE DETERMINED, USE PW��'RECTANGULAR LOADING. ;�� ••"""•• •• ttCEN3F'• �C� 3) SEE PRODUCTS' APPROVAL FOR * No. 58705 ACTUALANCHOR LOCATIONS. LOADING OF HORIZONTAL A rL�YNhIIMI�dEii, P.E. MULLION FL P.E.# 58705