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Home My WebLink AboutProduct Approval (2) RECEIVED MIAM11-WALDOEM MAR 0 2 2020 -DADE COUNTY iwST. Lucie County, ONTROL SEC'T'ION DEPARTMENT OF REGULATORY AND ECONOMIC RESOUR 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1470 Technology Drive F1 EVEN= C 0 North Venice,FL 34275 SCOPE: LE Py 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. 630031;, titled"lmpact 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. TERNUNATION 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. NOA No.17-0630.01 Mt I :)UNTYM Expiration Date: May 26,2021 i err'f i� 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. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. . Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 20294 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. FT11-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05111, 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 5111 Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Pro uct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FSC-5" Edition (2014) and FBC-6"' 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. i i f g9 F Jorge M.Plasencla,P.E. 4 P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-2 i SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE MISSILE IMPACT RESISTANT PRODUCTS 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 IX OR 2X WOOD SUCKS IF USED, GENERAL NOTES...,__-,I MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARETO BE DESIGNED BYOTHIERS. INSTRUCTIONS-_... FIGURE 1: ELEVATIONS_.._........._..._..«....«... MULL TO2)(WOOD,-2 MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TOBE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED E UNITS.MULLIONS MUUTOIX& MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEW TO BE DIRECTLYATTACHED TO THE MULLION CLIP-5,BUT SHALL MASONRY-:-.*-2 SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN IM FROM THE CLIP. INSTALLATION NOTES DAN., MULL TO MASONRY-_.--3 HEET32-4 SHAPE! MULL TO STEEL STUD._._..__....3 3)THE ANCHORAGE METHODS SHOWNHAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MAL TO MULL._........,_....«...._.3 Q DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.L/IM THE im STRESS INCREASE WAS NOT USED ALTEIINATATE CLIPS.--.---4 IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FDR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLAncN_.__._ p., 0 I X 2 X.125 MULLSPgCS—..-.5 w I X 2 X.375 MULL SPECS----_._.7 6 _j w 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND I$BEYOND THE SCOPE OF TH ESE I X2.76 X.376 MULL SPECS 7 INSTRUCTIONS- I X 2.76 XE5 MULL SP=.—-8 1 X31126 x A00 MULL SPSCS...-9 :2 z IXM SEF OUTA&S ki 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X 4 X.126 MULL SPECS-____.._10 LU 0 SATHRUGI* SMDETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER X4X.3?5TU0EMUULSPECS,._1101 9 S HSETS 24 LU A TMU 0; ONLY TWO ADJACENT UNITS ATA TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES6HEETa 2.1 .THELOWEST DESIGN QO 0 I X 4 X.375'r MULL SPECS 11 125 X 3AWX 266 MULL SPEM-12 PRESSURE 0 F MULTIPLE MULLIONS OR FENESTRATION PRODUCTS S14ALL APPLY, 125 x=X.100 MULL SPFC&_.13 d :n rui 2j MULL CPE 9NG 12SX32SX.824 LMULLSPECSZ-L__14 Z C1=HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THETASLE(S). 12Z X3S4 X.024 MULL SPEM15 FOR 9 *2 HORIZONTAL 2X 4 X25 MULL IS Z 0 SEE D E;7AI L 1.,, MULL 7)ANCHOR EMBEDMENT TO RASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD SUCKS BY OTHERS,MUST 2X 6 X.25 MULL SPECS-..----17 <L 1_26 x Z11 X.125 MULL SPECS_..18 to (n SHEETS BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 30'X 3.W DAY MULL SPECS 19 AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL Be PROTECTED AS REQUIRED TO PREVENT 45'X3.25SAYMULLSP� 23 S REACTIONS. MULLION&CUP DIMENSIONS.-21-23 PSI EXAMPLES 1&2 Z FENESTRATION 8)REFERENCE.TEST REPORTS:M-6443;ELCO ULTRACONIAGGRE-GATOR,NON$ LOADING EXAMPLSS___.___2S PPIDDUCTSMAY 'BEOFANYTYPE. MUSTSE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Ix w MANUFACTUIRED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH z U) PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS,34 By PGT. LU "1 0 0)MULLIONS ARE IN COMPLIANCE FOR USE IN THE WHZ a. SEE DMTAILS A-DAIt 111)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING wo �HORIZOMAL SHEETS 2-4 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. _19-7 MULL PRODUCT REVISED LENGTH NORODNTAL as complzin wltb the Florida MULL — INSTRUCTIONS: OmIlding colo LENGTH OA-Ho. 17-0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT' FOR THE OPENING USING THE ASCE-7 STANDARD. FxplraUon Data 05126/2021 t--HORM MULL LENM1 2)CHOOSE A MULLION TYPE THAT WILL PIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. By U. OPENINGWIDTH-1 "Immilwo Product gontror LENNUM 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TR1ANGULAR1TRAPEZCIDAL-. 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBS/FT-)FROM TABLES 1A THROUGH IBA ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING FOR THE MULLION TYPE LENGTH AND bpENRNG WIDTH OR HEjeFrr(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY),THE INS HORM MULLION CITY(LBSIFT-2)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LOS/FM FOR THE OPENING OBTAINED IN OF MULL HEIGHT LENGTH MULL ULL STEP 1). L"}fid NGTH 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND TME VALUE IN THE NEx r COLUMN ANCHOR CAPACITY REQUIRED&GS).THIS VALUE L L 7 1-1Z I j REPRESENTS THE WINDLOADTRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MEF TOATTAIN THE FULLMULLION CAPACITY. _� OPENING WMTH 1, SINGLE MULLION SINGLE MULLION FOR VERTICAL MAL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE LY OPENINGWIDTH ANCHOR/SUBSTRATE/ANCHOR-CUP PATTERN MAYAPPLY)SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR FORVMrICALMLILL CAPACITY IS MEL ti S.•''V1GEN SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 0.58705 FROM FIGURE I ABOVE 7)IF THE MULLION CAPACITY(LBSFn OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT72 FOR THE OPENING,YOU MAY USE THE'ANCHOR CAPACITY ADJUSTMENT FORMULA'TO 09MN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 2017 FLORIDA BUILDING CODE SCj,6THEDMON 92014 FLORIDA BUILDING CODE FSC,ETH EDITION B)VERIFY THE DESIGN PRESSURE RATING(LBS/FP)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION -2015 FOR WOOD CONSTRUCTION TWO HALL FOR NY RE RA XORIO ANSI/AF&PA NOS 1%A5TY(LBS/FM OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE S APPLY THEE I MULLED FENEST TION ......... :ALUMINUM DESIGN MANUAL.ADM.2015, F_D-U—ITASSEMBLY. *AISI 5100-124NAL o" *AISC360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. A.L N MY.E. FL P.E.#58705 DETAIL A DETAILS: MULLION ° MULLION TO 2X WOOD BUCK ,/-MULLION MULLION ATTACHED TO 1X BUCKSTRIP PERsueSTRATE ox OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT SEE SEE TABLES+8738 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SEE NOTE 1: LON U MULLION I SHEET I. ;V.••;, ...•�y N NNaW MIN 2ETS .7 NSI EDGE i I I I 21S-23FOEE RHOLE d j° I i CONCRETE OR CM0.1','��SEESEECTABLES N EITHER THE LOCATIONS ° •I 18.138 STANDARD OR o I EDGE DISTANCE OFFSET MULLEDGE I n FORMASONRY CUP MAYBE I DISTANCE / •. 1 ° ANCHORS �-a, CO O h INSTALLBY d s°D ( nod a I SIDE VIEW 0 w THIS METHOD. REWS .260'RM FOR e' ALL MULLIONS ° d . q •e n EITH RTHE ZQ m = .da OCLIP MAY BE Ni U l� WSTAUFD BY g y ° c• °< ' ° EXTERIOR Z d d D STAEENTEEE a g F z ¢ w a> ° d FCR ndr ° MASONRY a F F Z THEOFFSET CLIP IS ANCHORS M 4 g® ,./1•a ,a RECOMMENDED FOR a.., 1' Lfn.. EXTERIOR °d °, WINDOWS BUT MAY s Yj jY DTTKERO FRMffi TYPES. ® V z Q 9 pp ar zgo'o TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, TYP.ANCHOR /�PER SUBSTRATE. SEE TABLES 10.138 PER SUBSTRATE, �SEETASLESIB•160 PRODUCT REVISED EDGE7END SUCKSTRIP as complying With tho Florida SEE TABLES 18-168 6alidln9 Coda SEE TABLES •• ATTATANCE CHMENT NOA-NO. 17.0630.01 9UCKSTRIP 1B•138 T '! •.�::•' `. BY OTHERS, EMBEOMINT A� EO,iBEDtu1ENT• `• ' - SEE NOTE L Expiration Data 05/2612021 I "''` , ATTACFMENT + i, SHEET I. A. BY OTHERS '�. t' ...- 8Y •'• SEE NOTE 1, °% MlamhOa .Control,y SHEET 1. .' MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW SIDE VIEW FRONT VIEW INSTALLATION NOTES:.' 1 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 11111 I T I 1 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION � ..••••LYIYN i ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE '� �1GENSF'•. CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE • •'� FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. _*: ND.58705 •* 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HE(HEAD OR FLATHEAD. fATq 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ,A AE 5)FOR MASONRY APPLICATIONS M MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTYAPPROVED �� ONAL�ell' ELCO ULTRACON OR ELOO 114'S.S.AGGREGATOR MASONRY ANCHORS A.LYw ILtiER,P.E. FL P.E.#i 58705 .. I DETAIL E: DETAIL C: MULLION TO MULLION MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: MASONRY STRUCTURE MULLION (U-CUP) 1)MAY BE INSTALLED IN-rW OR'CROSS' (STANDARD CLIP SHOWN) VAI�IFS INTERSECTIONIS. tie -fl i 2)MAY BE INSTALLED HORIZONTALLY Eel TYP.ANCHOR (SHOWN)OR VERTICALLY. EITHER THE I PERSUBSTRATE STANDARD SEE TABLES I ii:i35 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 OFFSET MULL FOR CORRESPONDING MULLION. CUP M%AY BE TOP VIEW z POL EPG1•A11.ED 81• i la EDGE DISTANCE -MULLION LLI MASONRY VAMPRI ANCHORS ES to JIV12STISELSORM, 0 SEF-DRILLING ORPRE.DRILL CL AND USE SMS UJ MULUONLL` MULLION r 5 'o UJI MULLION z EXTERIOR 4 5OGEDjsrANcE FORMAS ANCHORS z ARC 3 INTERSECTION WALED EE{t5E'D FOR LM, lizo 0 3,tm;L 0 EXTERIOR r- 4 Z .4 • EXTERIOR Z TmANCHOR SUBSTRATE, 4 < z z SEETABLeS 18-IM 0 z. riP.ANCHOR BEES HEETS 21-23 FOR SUCKSTRIP PER SUBSTRATE, ROLE LOCATIONS eJC b° SEE TABLES IS43B AND FRONT VIEW EDGE ATTACHMENT DISTANCE SEETABLES D, DISTANCE SEEBLES Joi MIN Z7 XSI CONCRETE OR CMV MW2.7KS1CONCRZTECRCMU 1&138TASIDE VIEW M, FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO a6comp with the Florida STEEL STUD "BuRdinsmo (STANDARD CUP SHOWN) OA-No, 17-0630.01 INSTALLATION NOTES: /-STRUCTURE ExPliration Date 0512612021 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYR ANCHOR BY PERSUBSTRATE, MMP: Illkillb Pr*dUet Contror 2)QUANTITY OF ANCHORS AND MULLION S IZE SHOWN AS OVE ARE FOR PICTORIAL REPRESENTATION SEE TABLES 18-138 SEEBHEETB ONLY,BECAUSE THE ANCHOR CAPACrTY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFERTO THE TABLES ON THEHOLE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. LOCATIONS 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HE(HEAD OR FLATHEAD. MULLION 4)WOOD SUCKS ARE OPTIONAL,SEE DETAIL r.THIS SHEET, 5)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MJAMWADE COUNTY APPROVED E ANCE %k ELCO ULDGETRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEIEL.STUDS THINNER THAN �-..-TASUESLY�t* FRONT VIEW 116 GAAND COMPLIANT WITH THE FL BUILDING 1&138 'o CODE AIX WOOD BACKER MUST USED. t:2 ATTACHMENT BY OTHERS,WO 0 "TEFUOR USE 13ANCHORSSPECS SIDE VIEWNo.68706 NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD 1; ANCHOR VALUES MAY BE USED. TATE F 'g. 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS. /CTC �. `R}�,E. FL P. 58705 DETAIL R DETAIL G: DETAIL H: Ig I FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CUP) SEEDETAILS", a SHEETS 2MD 3 FOR INSTALLATION WOR 4a' TO SPECIFIC SUBSTRATES. /7—m— UILION C1.1 L) V3 -t 0 0 z 0 0 0 0 0 0 0j -4 TOP VIEW I I L is SIDE VIEW LU 11�a n SHOVMWITH I'XIVX,125'. TOPMEW CO co LU MULLION 6 (0 HOR EXTERIOR I PERSTYKUANCBSTRATE. SEE TABLES 165 Oft 16B Z— STANDARD MULIJONCLIJP TYP,ANCHOR 2 1 0 PER SUSSIPPATEp EXTERIOR Z) MODIFIrPTOFITFIEUD :� —- NZ CONDITIONS. BEETABLESIB-140 C61 1 .1 IV z XS'ANGLeCIJPI ;� 2PERMULUONEND,MUS7BE MULLION INSTALLED INSIDE OF DAY MULL, �-0 z ;CB4 I 52 2'X&'X.12r ANGLE CUP. 2PERMULLIONENO, 0 MUSTBEINSTALLEJ) INSIDE OF MULL CID 95 I � TYP.ANCHOR b PRODUCT REVISED PER SUBSTRATE, no Coml In with the Florida SEE TABLES M-125 Building Lotto OA-No. 170630.01 EX ALAJM INTO WOOD,STEEL, STANDAROCLIPTOSE TERIOR OR�MASONRY ExTemoR Expiration bate /26/2021 ALUM,CMU OR MASONRY MODIFIED INFIELD. By EXTERIOR MIUM-ID Product ontrol (OD ;l10 to U51�2.6011 �n 69 WOWOOt;'ST ALUKCMUORmkSONRY DISTANCE PER ANCHOR MGE to DISTANCE Lu PERANCHOR NOTES FOR INSTALLATION OPTION G&ft. '6xAY LYNN NOTES FOR INSTALLATION OPTIONS R %)USE 2 ANGLE CLIPS PER MULLION END.CUPS MUST BE INSERTED INSIDE OF MULLION. 1)DETAIL IS NOT APPLICABLE FOR THE DAY OR 1,26-X2.11'X,125'MULLION. LOCATIONS DETAIL G:SEE TABLES 18-140 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE NO,58708 LOCATIONS, -0 2)SEETABLkS 18-135 FOR ANCHOR QUANTITIES AND SHEETS 2i-23 FOR HOLELOCATIONS, 3)DETAIL H:SEE TABLES ISE OR 16D FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE z 3)THE 2)5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. ORIOl". 0 L 0 X IqINL P.E. FL O.F.#58705 TABLE 1A gi 7ftlIon ac Tatb16 "x Opening WtdNt(tormtca*spssricgintfions)oropening H Int(Rutndzinki}sparring mutiorm) 4+ 601 so In 70 In so in 901n ton in 1201 140 51 160 In o R-tmlgAfir T4rrdmp. R"O.Out. TrePlTdsn9. Ractangeer Trap�i06n9. RactwpW 7 LoS tan& ReCtan9ibnr M*1dang. RnotmVir 11higManO. Reoon9uty TmPihtarl9. Room outw Trap)TftV- Rfttmpffar T1aP'itlsng. 1X2x.125 .L�mB Las�g nada oedg Lo4dnB Lmdn9 Loadn9 Caning Londng Load7n9 Losdh9 Lam6ng Londne Lne�ng Landing Laad6lp L-11-11 Londing cY 4ui Mullion a a r _ x �d Alum.Tube g g, g _ � s 31 if i � I 11 ! g, 1 1125! it 1 1 ° � - W 42 In t##A 408 129A 332 83.2 408 115.6 JZg 79.8 408 t87.8 32f 69A 408 104.4 319 621 408 104.0 319 69.9 406 144.4 3fa 446 406 ta1A 318 39.0 408 104.0 319 340 408 106.0 319 _ tW8 .1 tin 48 h 74.8 312 636 258 6'24 312 73.4 252 1116 312 67,0 248 448 312 612 240 41.11 312 61.3 244 37.6 312 81.0 244 31.2 312 61.0 244 20,6 312 61.0 244 23A 812 61: 214 K "LU a D waw b1 63.9 281 748 234 612 201 61.6 223 45.6 281 69.7 224 39.9 281 62.1 222 39.6 281 60.1 2211 31.9 281 49.3 g18 2e.6 2a1 40.3 219 22.8 281 40,3 gig 240 251 4111 212 W C o 54 In 926 247 67,6 207 43.8 2R 49A 202 37.11 247 44.6 199 326 247 41.6 186 291 247 39A 104 243 247 344 193 21A 247 341 193 IU 247 38.1 193 IgA 247 341 183 pC m m to 6061 38.4 200 4#.2 170 320 200 36.4 1.. 27A 200 31.6 163 24.1) 2110 26.0 160 21.3 2011 27.1 139 192 200 29.8 157 16.0 280 240 150 UJ r m a np 83fi 3&1 Ibi 35.3 155 27.6 t8i 363 152 23.7 1111 26.9 146 20,7 131 24.11, 148 10.4 151 22.5 144 14$ Y81 21.7 143 i 861n 28.3 1119 30A 1 142 24.0 165 261 139 20.8 165 23.1 136 13.9 166 2La 134 w U 72 22.2 139 23.3 120 Y45 i39 mo 118 140 139 17.9 116 W 761 149 12S 19.7 tog #47 126 111.6 1 -J •n T61n 17A 113 142 1W TABLE 1 B 04 AnOborra Tab1a ANCHOR CAPACITY ADJUSTMENT FORMULA.- Lo�� 9ubstmtx 279 Cofxrsn 3.59 o-m Hota1 rMu ANCHOR CAP.,,m.,,, a "a o'o Fuad CA6U PT wool Mate) {D�)X� }=ANCHOR QAP.,a. vT &18"Eioo 114"68 EIaa N16"Edao U4"BSEfon 610SIeeI 01281cd 912 Steil MULLION CAP.,.„,,,,,, o _ Asx8aT7Ps Stili'Ecoultacon 114-E3a0 U@aem 116 Eko Utraoon i14'Bsa Dtpaeuy AnchorCtlppeHam9 12:maan A9ab0a1ar utmom A99fa6o?or 0orow(c5)8mwa[o3) suex(O3) USE THIS FORMULA TOOBTAIN THE"ANt&tOR N N � Eaptl2sfsnC4(In 1• atm i• 2-112, 3-116 1' 2-Irl' 1" 2.112• 21 3.116' T CAT 054" 0.324- CAPACITY REQUIRED"CORRESPONDING TO AN � UX Q Em6edmeN 0o7. i-9K" •1-914" 1,974' 1-314• 2 1.114" t-114• 1.114" 1-fir #-is" 1-1/2, 2• Sat6 #-316 wfbe ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anenms®4.ia"Mln.q.0./61aMmemOamx WP4Fl8•fk 390 04 3901es450 M3 eea is 1044M 270 ba 2W M" 964bs 74019a 34Ics W4 to. B46 341 m6 442fbs =my OPENING,WHEN IT IS LOWER THAN THE MULLION IL ^ Zg� 2,a/) 4AnchmaA7.i5'Min.q,G l6loMao ttt0ioe4COp(Fig.2y. 48oft 7000xs NIA WA WA N01 360 Ws WA WA WA WA WA ba20m 88510s 5120u CAPACITY(FROM THE TABLE)OF THE SELECTED f 0 � 4Ar41nrs�3"M1L O.C./(2)245Af�s f,31Ds/(Flp.sk 780 Ws 79004 Gap Do 1500 R4 189G fbs 540 01 56D rim WA T80 N TO 9. 880 1b, 18926m 6112 R. 883Im 1120 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR D 2 Anotron oA3"Min.q.G 1 U•C8A mtp.i25`Aaan.{Fq.4k WA WA WA WA WA WA WA WA NIA NtA NIA NJAI WA N81 718 tb CAPACITY WHICH MAYBE USED TO QUALIFY 1 Analwri Mp(Flo.81: 195 QIs 195IDs 2951bs 44594 '82284 1351bs 146 Iba 177 It* ilio Ms 1071b. =It% 473 a4 t70lbs 2211ha 2801es ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2A r4w 1.18"MJtf.O.Ct FIX!{Pq.bk 26D Ws 394/oa WA WA WA WA 190 tia WA W A WA WA WA 341 Cm 4427bs 6801bs ANCHOR CAPACITY TABLE as compiyln with the Florida NOTE,FOR THE OFFSET CLIP,USE THE SAME ANCHOR ATTERNAND ANCHOR VALUEaSSASTHE STANDARD CLIP, BuildineCeda NOA-No, 17.0630.01 Expiration Date 05!2612021 Mlami�oduct Con 2,o FIGURE 1: ^_ FIGURE 2: TABLE NOTES: • * 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, -.1 1.000- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELb FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,000" 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 � .125' ,. Qy�Y LYNN1,,t� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ` vCEN3F' FiGUREb: FIGURES: FIGURE 6, YELLOW SOUTHERN PINE WITH AN SG OF0.S5.ALUMINUM SHALL BE6063•TSAND BEAMINIMUM OF.125" THICK STEEL STUDSTOBEAMIN IMUMGRADE 33AND,045"THICK(i80AUGE).STRUCTURAL STEEL TO BE AT 1'X2°X.126"MUWON ti*� No.58705 = LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 111•= O THE MATERIAL#10 6#12 ANCHORS INTO WOOD MAY BE STEEL.15.8 S.S.OR 410 S.S. r111s�ONAL A.zYIRd11miOCP.E. FL P,E,#58705 i TABLE 2A �+ Mullion Capacity Table3 Opening Width(for lerficsWsparnlrgmtffiion6)crOpening HelgM(for hodmnt*-6pannIng ml9Gans) 5o in 601n 70 in 5014 so In I in 1201n 140 In 160 In Rwwnaulxr Tra)OTdma. R4cNrgdar Tmpftr4;. RcctmViar TRpRdere. R"WVuler Tmpftdmg. Rectangular TrWrdan0.[R11nOWar TRprildang, Rectangular TRprTdmg. RactaagWar T1a1yTtlare. Redaryular Tnp191eno 192X.375 L-Oft L.-trg Btedro Loa9np Loading Loamlq Loadlre 1A-Ag L_'f.no U.2mdng Laadhg loamre L.-dim L-11-0 L4odng Lwdlrg Lamdre Y Alum.iubo _ _ _ _ _ LO Mutuon 8 1 8 8O U Ti -e �gg sgg 5<E. dH hZ42 in 170.0 OM 170.0 435 151.3 6a2 170.0 475 129.7 882 17a0 600 1136 W2 169.5 518 100.B W2 16&8 617 r$1 168.9 617 75,7 662 1888 517 SCS 682 1688 617 66.7 am 16&9 617 N 0 IL 481n 121.8 607 1380 419 1014 607 1182 410 B8.9 607 108.7 403 780 507 1028 388 07,E 607 99.6 3W Sao 507 Boo 308 607 507 99.0 396 434 507 99.0 3M 380 507 99.0 388 a J � 60.828 N 10.9.7 468 1146 3121 884 466 98.8 071 74.1 458 80.6 2e4 64.8 468 00.8 380 67.8 450.'84.3 367 51A 468 800 368 432 468 80,0 386 37.0 468 80.0 955 324 4® 80.0 358 rd f=" 54 h 85.4 400 83.3 338 71.2 400 80.0 328 81.0 407 727 322 53,4 400 673 318 47.5 400 04.0 31S 427 400 623 314 386 400 61.8 313 305 400 518 313 287 400 61,6 313 WIF im C3 N M III 6014 623 324 68,9 270 51.9 324 67.5 270 44.6 324 61.2 264 38.9 374 480 260 34.6 324 438 257 31.1 324 420 255 26.0 324 40.6 253 222 324 405 253 10.5 324 405 253 -{ H 4p � c 63 N file 294 67A 252 44.6 284 492 245 36.4 294 07.0 241 336 294 SRO 237 29,9 281 37.1 234 28,9 784 35.2 232 224 294 33.5 230 18.2 294 334 23D 16.8 194 334 270 a � Q c 68M 488 2S8 499 20 30.0 268 4Z4 225 314 258 37.5 221 2&2 2W 341 218 26.0 2521 31.6 215 2A4 266 28.8 212 19.5 26B 280 210 167 258 27.7 209 14.6 280 27.7 209 7291 380 275 E-= 17-7 30.0 226 32.2 101 287 MS 284 188 226 225 280 185 20.0 225 23.5 182 18D 225 221 160 180 225 20.3 177 128 225 19,0 178 11.3 225 19.6 176 � � Z 7814 300 202 286 202 27.2 173 219 202 239 170 19.2 101 219 167 170 202 19.7 165 16,3 202 184 183 128 202 16.7 180109 203 ifi9 158 8.0 272 160 158 814 20.9 161 230 182 78.1 165 20.2 1B2J 220 162 17.7 1@ 18.7 159 187 182 18.1 167 14.2 182 188 16S 11.8 192 18.2 152 10.1 192 144 160 QS 161 14Z 1600014 180 144 15.4 1150 127 Q Z 'b� Bo 0 TABLE 25 ANCHOR CAPACITY ADJUSTMENT FORMULA: N 4'?I Ag9a AnchorCa c Table be W X Y Sttst.ft 2.nCaxn7te SSk0-. H.WWcmu REedcmu PT wood Maml (DP_)X(MULLIONANCHORCAP. \_ANCHORCAP.- fn `V Y Yt7 Eka V4°68 Elco 1416'Elco V4.99 Ek0 CIO Steel Yt2 steel itt2 eteei CAP.,an., ® � N (n Amr=Type: 9716'F1co L91mwn V4'El wamon 3116•Em urmmn 114•E100 UllRcan U Q 3 0 AncliofCtlpPaCeme 1Rm.on 0et0r WtR04n AeoN;aror 64twI(c5)srnw(35) 6ctmv(GS) USE THIS FORMULA TOOBTANTHE'ANCHOR G Q•r Z O 0 Eden Dhtmce 0.T 1• 2AW .1• 2-172 3.116• 1• 2.172• 1• 2.11r r 3-u7 r 0.40' 0.54• x324• CAPACITY REQUIRED'CORRESPONDING TO AN 0. A0 V� Eadxdmar6 fm 1.374• 1014• 144• 1-314^ 7 1-114• 1.114• f-tr4° 1.1A• 1-11.• 1-u4• r 11W t-31e• tedaa ACTUAL PRESSURE REQUIREMENT FOR THE 2Anehom94.77 Mm,O.Q/8t9n3rda O0aat alp lPip.13 MUM 3001N 450 tm 69013 1814 um 270 me 200111. 3541oa 7401ha 9713 604160 818 34111.. 44213 540114 OPENING,WHF-KRIS LOWER THAN THE MULLION 4 Anamm®1-15•Mlm O.Q 1814ndad(o OW)QIP(R9.2p 480 IM 70013 WA WA WA WA 30010. WA WA WA WA WA 08213 SS513 1120 It. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AnchM 03•Mh 0.13,1 W 20Argle CUP I(Fig.3j 760 uta 79810. 65808m 198013 1896160 540®0 500@. WA 780 IOa 74613 BW ms 143028,0 88210- 6a513 112013 MULLION.IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED 2At-0 045•Wf.QC.I LLQIp,htD A2S Mm.IF%.4y WA WA WA WA WA WA WA WA WA WA WA IVA WA WA T1SI3 CAPACITY WHICH MAY BE USED TO QUALIFY as comp%21 with tho Florida f Armhorl F-Qm(Fl0.5Y. 189158 109 Wa 2251b q45 Ba e2210a t35Am 140. 177 f3 370®s tel ma 371ID0 473¢s t7o Na 22113 2601ha ADDITIONAL ANCHOR OPTIONS FROM THE 9ldlding lC:oordla 2A has®1./7MhQCJF-ctlp(F1987 24013 350 Mm WA WA WA WA 18013 WA WA WA MVA WA 9411b. 412 i3 580109 ANCHORCAPACtTYTABL.E NOA-No. 47.0630.01 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration Data 05/26/2021 • ey ralum a ro uct antro FIGURE 1: FIGURE 2 TABLE NOTES: • + 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -^� 1.000- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE FIGURE 3 3)MULLION AND MULLION CLIPS SHOWN ARE 140110 SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2000' 111 t L I 111777 • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN PPI SHEETS 21-23. `�� ON.. •••• i�� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �� 'ta:•ytCENgF Mi�� ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •375' Li CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED -T *•;• �•68705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE)STRUCTURAL STEEL TO BE AT 1'X 2'X.375'MULLION -b ftAARI/T'LEAST.125°THICK AND ASS.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDSTEEL.1THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEE8-8 S.S.OR 410 S.S. O (4: �''77s7O�'N�tA�IS,, A LYrvN MILLER P.E. FL P.E.#58705 TABLE 3A Mullion Capacity Table Pse) Opening Width(for verticaly-sparairg rreAlons)"Opening Height(forhott wrAla7j Vats Aq numorl9) c! 501n 60 N 70 N Be In 0010 too N t20 In 1401. 16oN ' 1x2-?6x Rectengutm T-Wdxv. )2eamn f Tmortmg, Raetangutm Tfepfrrlmg. Roslarf Z ThprMmg. R.0 tnga)m Trm701amg mctnngs)er Trap/rrts>p• Reef war T1iw g• t'b-� Towdeng. Rectartgtlar Twrd-o. gY' .876Aiuin. L..km Loan L-com LaaM9 LOadng L00dng L..&a Laemn9 rle,g 14aft L..MV L4aL-ft Lusdtng L-Ang Leadrg L00Mg LKMg Lmft 'g1 'rube .. gg.. 3g�, g., xx, fig• �• D $�,.. g g �.. ug dog.. fig,. 5tutgan 4$i cY 6 `�' rY eT �` � � f �` e3 a eT'v� e'1 t � Cs 830' z3 e3 25�. Ln ey 21 s � o L� 421• 170.0 820 170.0 43S 170.0 744 170.0 476 170.0 886 1-M0 sae 1740 9T2 170.0 519 170.0 Ilse 1740 at 170A 1240 170.0 521 148.7 1501 170.0 621 1276 1307 170.0 521 111.8 1301 170,0 621 tao1 401. 170.0 705 170.0 624 IMO 690 1700 SM 170.0 082 1740 630 170.0 1135 170.0 861 151.8 1179 170.0 877 136,0 1138 1740 m 1119 1139 170.0 630 079 1139 170,0 Bao 65.4 1139 1740 eD0 C J rn W.828N 1709 747 170.6 803 170.0 806 170.0 631 167,0 1032 17AD 604 148.8 1032 1710 723 130.8 f032 170.0 747 1117,4 1032 I74b 7% 97.9 1032 170,0 '760 MR 1132 170.0 765 73.4 1032 170.0 766 641n 170.0 757 170.0 612 101.3 837 170.0 691 1362 807 164.7 730 120.9 507 1626 720 167.6 207 145.0 714 960 907 141.1 710 80,0 007 140.0 709 68.1 007 140.0 709 80.6 907 140.0 700 0 m q Win 1N.1 735 151.8 625 117,6 735 190.3 011 .1006 739 1140 598 502 736 1002 590 764 735 99.6 553 T46 733 95.1 576 509 735 019 574 60A 735 91.8 574 44.1 735 01.6 574 to Ur 631n 121,9 666 13U 570 101.6 Gni 1t19 857 51.0 660 Sea 447 762 688 941 635 67.7 866 Me 531 Me � 70.8' 526 601 666 Me 021 43,5 656 78.8 821 38.1 666 75A 68N ID6.0 137 1124 522 803 807 08.1 511 75.7 807 06.0 501 682 067 77.1 493 5a.9 601 71.5 488 53,0 607 67.0 441 442 WT 63.4 476 379 697 62.7 474 311 887 62.7 4T{ ? ? W 5' S '3 a (' 72 b 819 810 85.0 443 860 510 710 434 58.3 10 81.3 428 61.0 510 dT9 418 46A 810 57.3 119 109 810 a40 406 34.0 510 159 402 292 610 41,; 392 25.8 610 44.3 399 a 78N 89A 450 Tld 400 67.4 408 41.7 392 48.6 458 d4.t 385 414 450 489 378 368 458 Ole 373 34.7 458 419 388 289 458 37,7 362 24.4 458 3e.0 359 2L7 476 39.7 396 a J sn IDN 842 435 07.0 301• 53.5 435 50,6 373 46.9 43S 40.6 308 461 435 44,7 360 357 435 40.9 MS 321 435 361 351 26.8 435 34.4 344 22.9 435 Me 341 241 435 32,2 bob o F r r 801. 41.5 327 43.1 290 31.6 327 364 265 29A 327 31.8 Zea 261 327 283 219 23.2 327 25.7 271 26.8 327 23.7 288 174 327 21.0 262 149 327 10.3 256 981. 34A Z87 b5.4 257 28.7 251 289 252 246 41101 246 21.5 257 23.1 2M 1&1 2a7 209 240 17.2 x87 198 237 144 207 16.9 232 3 F¢ M tygL O O 1PBN 242 227 24.7 703 20.2 727 206 201 17.3 Igo U.1 18.0 185cp ?C= -St1N 223 215 72.7 194 to.$ 215 10.1 191 1U 105 129 In 179 1& 17A 167 TABLE 3B harCcci Table Ibs ANCHOR CAPACITY ADJUSTMENT FORMULA: Q T N Anc ANCHOROAP.,,o,w, a sut.tnte: 27k cblerete 3.6k Gbm. )weave cmu Flned eMu FT woos Ms1eI (Dp j X ,°ANCHOR CAP.,, &18'1�a 114'S3 Ekw 9716•Eteo 1!4'a9 E1e0 1110 glee! 412 Steel #12 Steel MULLION CAP.,,,,,., v ,.� Af.hm type; &16'Ewa tMoW 14•E�0 U1 n=n &16'F1sp UlOsnaT tr4'E#o ttitr6e0ti 11 Anchor CUP Patterns inum. AggmGzWt Leman AggreCewr 311, 5)9anwrA eamps7 USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED Edge D(aimra( 1• 2777 1• 2-In• 311a' I. 24n• 1• 2-v2' r 3.18• r 1 0.46• 1 Oso' 0.324" 1 CAPACITY REQUIRED'CORRESPONDING TO AN to eomplCodeYin wltb the Florida EmEedmwt Y i.8W I-V4• w4• tart' r 1-14• 14141' 11-1/4' 1-v4• 1-1/4' t-v4' r tate' 11114" wrm ACTUAL PRESSURE REQUIREMENT FOR THE BUBdTng 2ARchwe@)4.75'Mh OX,/Stented mOhm alp 012.77 39016.8 390 Qrs 450 g. 690ft 1844®e 270 Ni 2800. 3 Ibe 74011. 3741M 684 840 w0 3411be 442 n0 650 ns OPENING,WHEN IT IS LOWER THAN THE MULLION 0.11 . 17-0630.01 4A.ho.@1.15•MlmG.M7FM4-W(o Ofem)CtR(FI n 460163 700 M. WA WA WA WA 380w4 WA WA WA WA WA 1111 11260» CAPACITY(FROM THE TABLE)OF THE SELECTED 4An.hm497MIn OA 1(2) Arote Cgpa f(•rig.3k TBO me 760 wa 880118 15506» 1890 ft SlOW 660113 WA 7601be 748 Poe Boo lbs 180218 682168 BB51M 112.8 ws MULLION.R WILL YIELD A MINIMUM ANCHOR Expiration Ooto 0$/20/2021 2Amb=00.45'M16 OZ.IU421p,ifH 125'Aam1,(M 0 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 715 he CAPACITY WHICH MAY BE USED TO QUALIFY SY 1 Anbllor l FCgpft0s): Issom 195 roe 2259. A48 lbe 8228. 135910 140 the 1771bs 370.w0 1a71b1 392The 473 me 1701bs 221 Ibs 2so be ADDITIONAL ANCHOR OPTIONS FROM THE Mlam a 7o1)uet _ 2Amtlas 1.15'MlnO,ClF-0iiR0ap.81: 24OU 350 Na WA WA WA WA 190168 WA WA WA NIA WA 3411b4 442{00 see a* ANCHORCAPACTTYTABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS-THE STANDARD CLIP. CIRCLED VALUES ARE USED)N THE EXAMPLE ON SHEET 24, FIGURE 1: FIGURE 2: TABLE NOTES: • • � � --1 1,000" �- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 141 111!1 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE ♦�0 NY LYN . ............. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.760" �tCEMg ••,4 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. •" No.68705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. A•r ANGLE CLIP MUST BE USED IN PAIRS. _- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 376' FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK llN1T( MU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - ; YELLOW SOUTHERN PINE WTIH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF.125` fi j ti • * THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE ATt�` "•:��ORtDP•,•• ♦♦ 1•X2.75•X.375'MULUON • THE MATERIAL.#10&#2 ANCHORS INTO WOOD MAY BE STEEL,.12S*THICK AND A36.ALL ANCHORS INTO METAL SHALL IM S S OR 4D AT EAST 3T. S CREW THREADS BEYOND L ON A, N 4hSi R.P.E. FL P.E.##8705 TABLE 4A Mullion Capacity to 51ie Oponlau Width(for lertk4*spamifg4a18a-)orOpaninBH4}ght(for hmimrWspatallmmulm05) ga+ K SON OON 70 in 6011 8011 10010 12411 - 140 In 16011 o 1 II2.76u R onvi•t Tmpftftg• Rwl.W1.I Tapfiliahg, Rae/.adw UptIlimt0. ft.W a 7replTUnn4 R-o ngda ThrprMag. RealmgW-c Trepr n4 R-t-rou1Or I Tmplftm, ft-waw. TmprOfag Rectnngda' Tmpird-c- p w .660 Alum. leWN4 Wft Lending Lamina Laedmg Loadog Laedan L-ft feeing LOWTV Loafing ImrbnB Loading Lowty L"d, La".g Lonft Lbft r Tubo v x r fl & a� n s �a a r a a K 4) o a o u O u 4f n3 U Is.. f dry K v�K s �aS dffi g d dC z 42h 170.0 671} 170! 435 "170,0 744 17UO 478 170.0 858 170.0 608 1744 891 110.0 519 170.0 1116 VD.0 Mi 170.4 f240 17aO 621 170.0 1486 1740 521 168.7 I= 170.0 521 1.16.8 1820 170.0 521 � J 3: 4911 170.0 708 170.0 524 170.0 650 170.06 170.0 902 1740 870 170.0 1137 17x.0 B01 170.0 1275 170.11 877 170.0 1417 170.0 880 idY.7 1417 170.0 B80 121.5 1417 (70.0 eB0 1083 1417 710! 880 1-0 f7 r7) 5192511i 747 170.0 1183 170.0 698 17Q0 631 170.0 1049 170,0 864 170.0 1195 170.0 727 1826 1298 170.0 747 1483 1288 118.0 738 121.8 1288 170,0 758 104.5 1260 170.0 766 81.4 1288 170.0 758 W Uln 170.0797 170.0 612 170.0 ON 170.0 691 17OX 1116 170.8 764 150.7 t130 f70.D Dal 133.99 1730 174.0 SW 120.3 1130 170.0 656 I= 5130 170.0 887 86.1 1130 170.0 mt 753 1130 170.0 Mi 3 CO C0 LU r.7 DON 170.0 085 170.1 701 1485 111$ 102.3 781 125,0 1115 144.5 746 ime Bis I= 735 97.e 1115 12'39 720 87.4 015 11&5 720 731 815 114.4 715 628 815 114.4 715 RO 615 iiC41 710 F a {. 0311 151-0 00 181,0 710 12115 830 138,9 644 1085 030 123.2 081 049 630 1123 TM 84.4 030 loco 682 75.0 aw 88,4 656 8&3 830 049 040 642 820 91.1 849 47.4 930 64.1 840 1-1 � (� � z a 8811 132t 781 1140.0 650 110.0 TW 110.8 436' 043 767 106.0 624 825 757 OBI frA 734 757 66.1 008 66.0 757 0!2 60 560 7S7 711.0 583 473 761 78.2 891 41.3 757 782 691 ? 5- 72 m U 721n 1(H.7OW 100.8 552 BCD 838 81.0 540 7.1.7 638 80.7 $30 636 MO 722 521 5115 630 60.5 DO 50.0 638 623 608 42.4 We, 572 500 38.3 Me. 55.3 497 31.0 MO 552 407 pw j V) � Q 7611 6&5 671 90.4 488 721 571 748 486 0 71 67.4 470 54.1 57f 60.6 471 4110 571 55.S 464 43.2 671 KS 460 30.0 SM 47.4 451 318 671 44.6 447 27.0 671 440 446 or h 7881 800 942 63.4 474 087 542 746 465 673 642 82.1 459 510 842 65.7 449 44.4 542 S19 442 40,0 342 47.0 437 313 842 429 429 28.8 542 40.6 425 25.0 812 441 @3 z Z Q Q W N 521 407 93.7 301 434 407 4&4 356 372 447 390 349 326 407 36.3 813 28.0 4D7 321 339 26.0 407 21.0 334 21,1 407 29.1 827 18.8 407 24.1 912 10.3 407 23,0 310 F m 2 Win 428 358 41.1 320 359 3.58 372 314 30.7 US 32.4 309 Zt.',8 358 28.6 304 230 350 28.1 300 21.3 WO 24.0 296 179 338 219 264 152 ISO 102 264 [f) X pf 0 C? 100 t1 3D.1 281 30.6 2S5 2&1 283 25.0 2St 21.5 203 229 247 148 283 19.0 214 18.1 251 18.0 240 16,1 283 1&5 237 t` �i 171 In 27.8 267 28.3 242 231 207 23,6 238 19.8 267 20.9 235 17.E 287 18.3 231 15.4 287 10.5 220 � � N � Y Cn 42011 720 228 TLY 209 163 ?29 188 205 16.7 278 t62 202 ¢ x z d. TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: D' 700 Anchor a Table bs ANC4-IORCAR"=,.,". pa a .Q: SaeaNUa 27k Cwarete 3,5k Cana HOOaM CA141 Filled triol PTVhotl MOW (DP„)X( >=ANCHORCAP.m U tl AncMrlyp.: 6118"Eno UOmoan 114'Elm UItracwl NI6ftm 311WEIoo U6n-A 114'Eba lmmoan 114"88Emp 5N9'EIz0 114`88aa 0108i'd Y12Staei 1128te46 MUWON CAP.,,,,m, �� AnchorCpp Padema unn.an A9gfi0aiar Unmoon AgpmOatm 8470,1 roS 00,44 roA ft2 (05) USE THIS FORM ULA TO OBTAIN THE'ANCHOR PRODUCT REVISED Edp mt.-(hr r aim r 2-1x7 3-w 1' 2-1rr I r 2.170 r 3.1111' r 0AV D.54" 0.314• CAPACITY REQUIRED'CORRESPONDING TO AN as eatnmgpaongawith the Florida Embwnem n 1V4- 1.3x4- 1-3w" taw' r 1414• 1-U4• M/4• 1-1w• 1-Iw" 1.114' r 144 4918" 1704. ACTUAL PRESSURE REQUIREMENT'FOR THE BOA-No. 17-0630.01 2 hoa 14476"r4N O..1Stanmd 4106411 Glip1F8441- 391)Ila 39094 450@4 69DIM 16440. 2111 W4 Its 364 U. 74004 37424 654he B48les 341 rm 8u 34 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anehom Q1.16.Wt,O.Q l 64mded CWCMel)Cilp ft.U 480 mo 700 me WA WA WA WA 380 ion WA WA WA NIA WA 012 In. 695 1120170 CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/2612021 4Amhm0r M.O,Q 1(2}215AngieClips I Fla.3): 78604 781184 Mo lbs 1590 Ws 18%Ib1 64084 1580 ft WA 7800# 748114 amim 1882 ft 6521 os 1120W MULLION.IT WILL YIELD A MINIMUM ANCHOR 21mbm 49 0.45•MN.O.Q I U-Cip,biw•125'Alam.(Ra.4j WA WA WA WA WA WA WA WA WA WA WA WA WA 719 in. CAPACITY WHICH MAY BE USED TO QUALIFY $Y 1 AmhorrizCDp{Ft7.5k 1850xs 196mO MI* 4402M 8221bs n%IDA 140104 071b. 3701b. 19744 Shiba 41310. 170Io. 211 tla 290 roe ADDITIONAL ANCHOR OPTIONS FROM THE nn- a rouc control 2 AnchmO a 1.15'MIL O.C1 F-Q1 010, 24D m. 3%Its WA WA NIA WA 194IM WA N/A WA WA WA 311 m. 442611 580th. ANCHOR CAPACTTYTASLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE I: FIGURE 2: TABLE NOTES: - 1) * SEE SHEET i-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, 4 f 41 I 1!1171 FIGURE 3: �.``1F ,14011 .Argy 7rri,. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" vi/ .'` {'.•' CE'ryg�'. r, . i ! , HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N4i.58705 7� ANGLE CUP MUST BE USED IN PAIRS, 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.1i0U.oW AND GROUT-RLLED Ff1 7E_ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED ,p ' �= FIGURE 4: FIGURE 5: FIGURE G YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125" �:•� THICK.STEEL S17JD5 TO BE A MINIMUM GRADE 33 AND.045"THICK(1 B GAUGE).STRUCTURAL STEEL TO BE AT 0 ATE O (U LEAST.125'THICK AND A38.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2,76'X.650*MULLION rrrC�sY•'•�OR.... THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. sj©I1�AL E��`� N A.LY A'AILLER,P.E. FL P.E.#58705 TABLE 5A MuIlionCapacity Tabio bsW Opening Width(frroeF6cs sparvirgmilons)orOpeningHeight(forhor1zon1aV�-apwvftgmWpors) 501n m1. 70 in 801. BON i 1001. 1201. 14010 1Wf3 D Pxdwy.der I TnMT„e9. R.MoUmr Tmp/Maty Redmwlm TmeNif eM. 06EmBl TrapllnsW Reafangdar TraWrd-a, Rectv6Ww Trepfldmg. RacNn9•fi. TmplTdana. F-A. tlsr T pTrI.M R-h' pf� 774JTAena II-- 1"x3.125"x Laadna Icadnl LW&a La-ft Loading Lce9n9 Loading Laodn9 1-ft Loedrg Ewan! Lmftg loading LoWna Lcadng LwdnO Loadm L-011m Sx .600"Alum v Tuba Mug g �. �'� ��. �, B'� �' �� '� 4�� (S�' i� r8 �'• �'�, s� �' a � `� � 'aU ga 11.2 � � � �101 oil y A i � o 42 In 170.0 BZI 170.0475 170.0 744 170.0 476 170.0 B6B 170.0 SOB 770.0 892 170.0 519 170.0 111fi 170.0 521 170.0 1240 170.0 321 170.0 1480 170.0 621 170.0 1735 170.0 521 154.4 18M 170.0 521 J rA 481. 170.0 1 703 17O.D 524 17a.0 ISO Me 584 170.0 962 170.0 030 170.0 1133 170.0 651 170.0 1275 179.0 877 170.0 1417 170.0 660 157.7 1577 170.0 050 135.1 1577 170.0 680 1`182 1677 M-0 680 N � Cn LL T 50,@SN 170.0 747 770.0 663 170.0 696 170.0 831 170.0 1046 170.0 864 170.0 0085 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 750 147.7 1495 170.0 766 1215 1485 t70,0 758 108,8 1!715 170.0 756 I-' 641. 170.0 787 170.0 812 170.0 B58 170.0 �I 170.0 1110 170.0 764 170.0 1275 170.0 803 160,1 1401 170.0 037 148,0 14m 170.0 658 724.5 1401 170.0 881 108.6 1401 170,0 B61 91.4 1401 170.0 B01 '0- m � U 60 in 170.0 085 170.0 701 170.0 1063 7700 797 1585 1156 170.0 576 1307 1158 167.0 920 124.3 1196 1555 817 111.0 JIBS 140,7 910 D26 1160 144.5 VIA 70,3 1158 140.5 800 044 1158 144.5 903 -3{ Z 01, 170.0 WO 170.0 745 159.6 1040 1711.0 050 137.0 1049 155.5 860 118,5 1049 141.7 018 106.6 1049 1320 838 05.9 1046 125.5 S26 79.9 1041 110.3 S20 88.5 1018 115.8 OiB 51.9 1049 118.8 BIB Z � U � g Be In 188.6 955 170,0 781 139.0 -055 161.3 BW USI 155 133.7 750 1042 BD6 121.4 776 92.8 955 1128 765 63.4 855 100.4 757 80,5 955 09.8 74a 69.6 935 88.7 748 621 055 88,7 748 ? LU U 721. 128.6 803 1349 047 107.0 003 114.0 B82 01.8 am 101.1 670 80.3 003 912 BOB 71.4 603 83.0 649 649 Bin 75.8 642 60.5 S03 722 032 459 003 69,8 '528 40.1 803 69.7 627 w ] r!) z 761. 109,2 721 114.1 Wo 91.0 721 87.0 616 MO 721 85,1 805 04.3 721 70.5 605 60.7 721 MI 040 64.8 721 a44 979 45.6 721 69.4 580 39.0 721 50.8 504 34.1 721 50,1 583 Q J CCC r $ 731. 101.0 I BEA 106.4 699 84.2 684 SaA 557 722 804 T44 370 04.1 664 70A 587 50.1 864 64.4 658 SMS 684 Sag 651 421 654 %1 541 28.1 684 51.3 530 31.6 684 Sa8 044 90 in 464 614 81.8 456 54.5 514 574 448 47.0 514 60.0 440 41.1 514 449 433 30.6 514 40.5 427 32,8 614 37.3 421 27A 614 33.0 412 23.5 514 304 408 20.8 614 29.0 403 '0.IS M?BZ 00 00 u7 BSN 642 452 55,7 404 452 452 47.0 396 38.7 452 40.6 380 33.9 452 744 384 30,1 452 32.8 370 27,1 462 70,J 373 228 432 28.0 355 19.4 452 20.2 35B 10.8 452 22.5 356 a to X$ p0 g0 n toe S S 108 N 30.1 357 30.0 372 31,7 357 MI 317 27.2 35T 26A 312 23,8 357 25.2 308 21,1 357 22,7 W. 10.6 957 20.6 289 749 3S7 18.0 203 iD.B 367 18.2 2B7 77.0 3S7 16,0 2A3 S 111 Q 117 h 35.1 310 35.5 Me 282 370 301 Sot 26,0 328 28.1 296 21.9 33S 23,1 292 18.5 338 20.6 280 17.8 735 19.0 2S4 10.8 336 18.5 778 125 338 1A8 27J 11,0 J3S 13.0 26B ® a m U) U) 1201. 27.7 2aS 202 203 23.1 289 23.7 250 19,6 289 20.5 23S 17.3 289 10.1 252 154 289 18.9 248 13.8 289 71.9 216 71,0 2B9 12.8 240 0.8 RBD 11.4 230 0.7 288 10.4 Zit U X = U 17 G (n TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: AncharCajeao Table MwO � 0= Sut80atc 27k COMM 96k cone. Hd1or CMU FWM Cb1U PTWoo4 Mea (�)X(ANCHOR CAP.,m,,,,,il_ANCHOR CAP..., L) 9 g &1S aro 114'SO EIco S'1fi'E2c0 1/4•SO Elco 010 sled 442 SIOM Mie Sted \\MULLION CAP.,"",,,,, ancnalYPe 91ts'ElcoUltram v4'EcoUOmcon 3n6'Bneunr4cai vmEkoumaeon (� Pii) 0357 USE THIS FORMULA TO OBTAIN THE PRODUCT REVISED AnehorCllp Patlema UmOcon AggeLaOr ullracai A n%iaa screw Sr4ov scrav o5 BolnNIn with the Florida GSlareepn t" 2-vz t• 2112 stf 7• 2-vr t• zvr 2• 9118, r O.m" 4454' Date CAPACITY REQUIRED°CORRESPONDING TO AN Building Code Em1>ennent n 1-314' talc 1-314• i-T'r 2• 1.114• 1.114• 1-114• t-114• 1-114° 1-1141 r t-3l8• fab• wnea ACTUAL PRESSURE REQUIREMENT FOR THE. NOA-No. 17.0630.01 2 Men=04,T5•Min QC-/SMMam aOld Cfip 9301 380 aH 300 C. 4509'5 Sm Me 1644ms 270to 2F.0ms 954 740118 374103 6849'9 B181t6 341100 442 int 860 fl8 OPENING,WHEN IT I3 LOWER THAN THE MULLION 4Amr-Q 1.15-Mi.O.C./StMrd(x 0184t)C2p g2) 480@9 70028 WA WA WA NA 380 t8 N/A WA NIA WA WA 632ms 0116 to 112008 CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 4Archx3@r MIM O.C./(2)WAMIeCrps/019.37 790819 7 08 6m M3 1500 He 1890103 640144 &an me NIA 7501M 746105 amen 18921!0 662m. BOB t15 112084 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3A7tin9®O.4SMIn, Nm.125AhrL p'7047 NIA WA WA WA WA WA WA NIA tUA WA WA WA N7A WA 1019118 CAPACITY WHICH MAY BE USED TO QUALIFY By trol 1 Aleror/FCp 038 Bk Mbs 105 Me =Me 443 t8 02218,8 195105 140 a8 777 ma 370168 1B7na 322 Its 473 Be 1702. 22100 2B010s ADDITIONAL ANCHOR OPTIONS FROM THE MIamW eProtluet Con 2AWros 01.15'S9n,O.CJ FZBP(Fia 24UMS 3W to WA WA 141.0 WA 190118 WA NW NIA WA NIA 941 ms 441118 504109 ANCHOR CAPACITY TABLE NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. F"1,000'-I FIGURE 1: FIGURE2: TABLE NOTES: 101 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. O SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. FIGURE& 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS Is ALLE, OWABL3 125, 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,F* SF FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Z �.;• No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '�• �'7 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 41 FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063-TS AND BE AMINIMUM OF.1261 t'X 3.125•X.5'MULLION �0 - ATE :-•� THICK.STEEI.STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(IS GAUGE).STRUCTURAL STEEL TO BEAT T'•.- k/� (i•VF MULLION) i •,!�L OR4Dp;,•' moo � LEAST.126'THICK AND ASB.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 33CIREW THREADS BEYOND 71.E MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,1&8 S.S.OR 410 B.S. A 7LYN111I ILL EF�P.E. FL P.E.#58705 TABLE 6A r, Mssgton Capacity Table 869111=') .p Opening Width(for veitcel"panrltrg m1010f19)or Openhfg Helght(91r roAmNeBy-9parrlrq mWom) SF SON IAM rON 86N 86tH 1Cch 12U in itaN 160N Ro.tmw- TmplTdaia, Re wwp TI*p0 11 TIN! I I I 1 '31 17-x Rectm9Wa7 T�.pftean0. Rnet-od. wrdana. Rhe gw- Tmw am- ree-am f" Tk1976m9 Ree18nwiar Tm101M.". RacwraA r 7Mpfft-a. R-tV O& Tmp7171anp IT. 1x4:.125 (potline Lwana 1..*a6o9 tpo8n8 wuair0 Coma t-151a Lo.dna Laobrnj L3.dbp fatding Load51B Loadbta i.oarfn9 tmana Lcadna L3.0'1y i.oaoTne Mullion 19 1 121 1 1 it 24 a Taw! �, 1 1111 1 j 9111 9if 11 � 11 � � 42 In Hao 3m ua0 035 tto,a 744 tro.o 4m no.o ese 170,0 s6B 170D eat no,o 419 17ao 1116 170.0 er 170.0 1240 1T0.o 1521 170,6 1436 170.0 S21 1469 t4ea 176.0 021 tz7A taw tt6;i 621 48N 170.0 708 Inc 624 1106 857 170:0 fiat 176.0 1}71 170.0 610 1780 4133 1700 687 170.0 1278 4744 677 cn 165,3 1363 170.0 680 13x3 1303 170.6 680 111.7 13W t7c.0 aw 97.7 1303 170.0 ad6 10 M 50.8MM 170.0 747 170.0 663 170.0 60 170.0 631 170.0 1048 170.0 684 1700 1105 170.0 723 156,1 1239 1ra0 747 740.6 1235 170.Q 765 117.1 1235 170.0 760 100A 1235 170.0 r56 67.6 lZ36 170.0 765 a r 64 to 170,6 7B7 iTOA 012 170,0 956 170.0 �1 170.0 1116 1700 754 160.4 7166 170,0 303 1372 1158 170.0 837 123.4 1158 770.0 886 1020 1188 1706 561 88.2 1185 170,0 661 77.2 1166 110.1 581 p fn 6aN 170.0 865 170.0 701 188.7 1642 1709 777 142.9 1042 fe1.i 032 18.1 1042 14&7 615 1113 1042 13&6 001 100.0 1042 1342 let 330 10C 129.7 7a2 713 1042 125.1 782 02.3 1042 12&1 742 tCQ o U 63117 170,0 930 170.0 745 1912 892 163.8 018 1298 071 IMA 7w 113.4 062 131A 702 IMB 082 121.4 753 9a7 B92 114.5 766 76.9 902 109,4 745 64.8 692 708.0 744 88.7 671 105,0 741 _ ',y 68N i83A 047 170,0 784 137,5 047 (48.0 '7E8 tf8.i 047 130.3 788 !OM 947 117,7 762 91.9 947 166.7 738 027 9Q 1aL2 777 63.8 647 95.1 713 69.1 047 94.0 711 51.7 817 94.0 711 ? � cod c§ 72M 136.0 849 142.7 737 1132 540 ime 772 97A 649 1080 703 849 $49 990 606 75$ 649 09.7 686 07,9 840, 62.7 976 568 949' 759 E59 46.5 849 723 662 .12,0 949 M4 SSI W U 76N 1185 762 120,7 865 86.7 762 1Dt6 652 ate 762 00.0 610 72.2 782 110,9 %a 84,2 762 r42 630 07.e 762 eat 613 4G1 762 62.8 !02 41,3 702 6a9 097 30.1 762 USA 593 g 78N 108.9 724 171.4 B34 89.0 724 840 621 76.3 724 820 60 66.8 714 74A WS 69A 720 83.1 591 61.4 724 634 683 44.5 724 67,3 673 382 724 64.3 587 3A4 724 633 56.9 901n 993 643 71,6 463 66.0 043 807 474 49,7 50 S29 466 43,4 643 47.1 4615 368 643 42.8 452 34,a 643 39,6 M6 29.0 643 340 436 24.6 643 321 430 21.7 60.1 30,7 41B tt?-- 2 ¢ Nai 001. 67.3 479 68.8 427 47.8 474 49.7 419 40.9 178 it3 4M u.tl 470 98.0 406 31.8 479 343 400 28.7 478 320 395 239 a7B 29,1 3w 20,5 Sri 28,6 330 179 478 24.2 J76 d N � 0 0 t09kt 403 377 41.1 341 SLS 377 343 338 286 sR 80.0 930 252 377 28.8 326 224 377 240 321 tat 377 220 317 183 377 19,0 310 140 377 17.1 304 to rN $ lith 37.1 351 379 31] 800 757 310 918 26.8 J67 273 313 232 357 240 309 289 367 22.0 304 10.15 357 20,1 301 f6.4 357 17,4 294 k„ 1 Y 120 to 29.3 308 29.9 270 243 308 ?8.! 274 2!A 300 21.7 270 133 300 142 2117 153 908 17.3 2S3 U X ¢ p O 144 b1 17.0 212 17.2 1Be TABLE 6B Oc z m 0 Ira AnchdrCa Tatthl ANCHOR CAPACITY ADJUSTMENT FORMULA: O 21 5ftp- auftuaft 27k Commte 3,6k cam. Ha-cmu f013d CMU FT Wow ANCHOR CAP,,,,,,,,,, V r~ P� M'1 (OP)X )aANCHORCAP._ 5tta•Eko !14^68Eko 6il4Elop 114.99 Eke 5ta8tatl 8M8tad 81281e� MULLIONCAP.::,,, PROIDUCi•{'REV1SEq Amtat7ypa 3114 Eko t2a0con il4'Ekb UtbaaM 3114 EIoo lOfmcnn 114`Eko tR6Bcm Anchor CUP PDlt6me UftmoOn Ap0m0ator U63wn AOOn:ONor 9o-(05)6omw{05) eaavr(061 USE THIS FORMULA TO OBTAIN THE ANCHOR as oomplyylng with tho Florida Edp ounce Ont V 2-177 1° 2.4rr 3-va• r 2-vr I• $172• r 3.114 r 0.48• 0.64• It. • CAPACITY REQUIRED'CORRESPONDING TO AN Bulldlag CodO Emb08nen1 M I-3/a` 1974• 1.3x4• 1.914• r f-vr Id74' 4114^ 1.114• f-1/4• i-lar r 1274 1.=* ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17.0630.01 2AMN.64.75-i4h OA./6tw m0metpgpga.fa2k 390m. 3901bs 46015. 80169 1e441bt 270519 2a01b. 354 40 roe 341b. 8541be 94518 341913 4421b* e OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date OBt26t2421 4Amham X225"Min.C,C.101a1dad(or090at3CBp ft 3k 700013 70Dib4 8800* 1410 Ib- 852 Iba WA 56001. WA 88000 WA 080160 WA 88216. B65I636s CAPACITY(FROM THE TRBLE)DF THESE.ECTED eAmmre 491,14 Mfn.C,C./BtOndad(or06*a0C5p(Ry4C 960 to 1400 hs WA WA WA WA 78D It. WA WA WA WA WA f363g1a 1770160 . MULLION.IT WILL YIELD A MINIMUM ANCHOR �� +Awmm@4hLa 4,GJpi 2xSArofo Ctbs liFp.51< 7800>0 't�ipa H80)>n t580lbs 189Bibt 440010 6Cn1bs WA ROM 740lba 080160 18924u 682 1b. 88S too CAPACITY WHICH MAY BE USED To QUALIFY Miam-0 •Product control .. BAmhw.N3•Nda O.C./(2)2t5Anela C7b*7(dq.e); 1170161 117088 1020160 2340 Its 28M Its 81010* BIO Ib. MA 1140 to 112216* 1720103 287810. 1022017 192/00 ADDITIONAL ANCHOR OPTIONS FROM THE 4 Ambot.CB}OAS,Mb1.C.At 11710.128^Akop.09.it WA WA NIA WA WA WA WA WA WA WA WA IOA WA WA o' ANCHOR CAPACITY TABLE, 2 Mcta®�229•MIH.O.C,/Fd4 fF1o.5k 7501h 350 9m 200tH TOS 63 478 Ib WA 28016. WA 915 M WA 400160 WA 341 Ibb 442100 . 4AW m4$f.i9'M31.O.C.! {119.9): 480010 708fb* NIA WA WA WA 30403 WA WA WA WA WA 082163 88516. m NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. -•1 1,000^ t-- TABLE NOTES: FIGUREI; FIGURE 2: • FIGURE 3: + IIGURE4: • FIGURE. FIGURE: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 91AV LYNN • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. `.'y14EN .'. • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4,000' TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW *.r No.68705 FIGURES: FIGURE 6:• . • FIGURE 7: SUGGESTED,APPROAMATE HOLE LOCATIONS. ±� • • • * 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLS) 7J 6y �[.::•��„ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM 70 ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOWO .125' ATE SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF,125"THICK,STEEL �i�(C� •.,F(ORipA,•••'�Cti ` STUDS TO BEA MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST,12&'THICK iirtSSs� ��t� ANGLE CLIP(FIGURE 5&.6)MUST BE USED IN PAiRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTENO AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& rr ONAt- 1� #12 ANCHORS INTO WOOD MAYBE STEEL,I"S,S.OR410S.S. 1•MULLSON A.MNIMILWO.E. FL P.E.#58705 TABLE 7A Mullion Capacity Table(I wife) Opening Width(for veNc8*SpamhIq meBorts)or Opening Height(for haizOrWi-spanning Mullions) 1414140!!! 601n 6o in 70 In 8010 00 In tool. 1201. 140 b1 ISO In 1 x4x.3T6 Recta ar M .O. Rd pg Tmprrdm•. R.cbr,psnr 71apRdmg Ractanpular Tmplman0 Rect.n0uler 77aplTdang. R.cmn9ular Tn•/rdar,a. RafanpWa 7tap7fdan0• Rectangular TmpRrimia. rtectanmda Tr.Plldan9• La.dns L..dng Lwdn9 L-Eng Laadina Learing L.aadn9 Loafing leading LODdn9 leafing Laadng Laadr9 L-av L-Ing UadbV La.dng Lndng y Alum.Tube r A• r _ r 2 MuRbn 420. 17O.D 620 170.0 435 170.0 744 170.0 478 170.0 888 1710 808 170.0 992 170.0 Ste 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1465 170.0 621 170.0 1738 170.0 1 621 170.0 1893 1 170.0 021 _ N 48 in 170.0 708 170.0 624 170.0 8.50 170.0 6114 170.0 092 170.0 630 170.0 1133 170.0 Bet 170.0 1275 170.0 677 170.0 1417 17Mo 860 170.0 1700 170.0 660 170.0 1983 170.0 860 161.0 2D24 170.0 750 j N 50.6Z5In 170.0 747 170.0 683 1711.0 698 170.0 031 170.0 1040 170.0 684 170.o 1103 170.0 723 IMO 1345 170.0 747 170.0 1404 170.0 760 170,0 1793 170.0 758 158.0 1919 170.0 Tw 1316 tats 170.0 759 � d' 61 h 170.0 750 170.0 812 170.0 996 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 650 159.9 1789 170.0 Bel ED 171.1 1799 170.0 581 120.0 1799 170.0 661 i2 LM L11 601n 1710 eW 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 976 170.0 1417 170.0944 170.0 1594 170,0 895 153.5 1610 170.0 1033 120.0 1816 170.0 1063 111.0 1610 170.0 1083 972 1610 17OA 1083 � � t0 U min 170.0 830 170.0 749 170.0 1110 170.0 8W 170.0 1302 1710 940 170.0 1486 170.0 1016 106.7 1512 170.0 1076 MIA 1642 170.0 1122 117.5 5842 160.5 1158 100.7 1642 167.9 1167 60.1 1642 167.8 1167 d Z {, 680. 170.0 074 170.0 769 170.0 IWO 170.0 903 170.0 1384 170.0 IBM 160.6 1472 170.0 1080 1428 1472 168.0 1148 128.5 1472 159.8 1130 107.1 1472 147.5 1100 91.8 1472 146.0 1104 80.3 1472 146.0 1104 �3r0 = rA d m$$$ 721. 170.0 1063 170D .879 170.0 1279 170.0 5008. 150.8 1320 -1662 1101 132.0 137-0 149.9 1082 117.3 1320 137.6 1068 106.8 13� 128.8 1018 88.0 1320 177.0 7024 73.4 1320 15.8 1013 88.0 5320 1125 1012 0.I ? d§ 0 76 In 170.0 1122 170.0 037 149.8 1164 159.4 1013 128.2 1184 139.0 881 1122 1184 125.7 978 09.7 1184 116.3 964 KS 1184 107.9 832 N.6 1164 e7.e 839 84.1 1104 93.1 827 $B.1 1184 823 025 � � U 6fi Z S 7a[. 16&1 1124 170.0 867 138.0 1124 147.0 OM 118.6 1124 126.5 947 1038 1124 1169 931 023 1124 10.5.3 016 010 1124 916 608 69.2 1124 69.0 880 69.3 1124 64.3 801 51.0 1124 832 eTe r C ~ 7 Q W 90 in 108.11 844 1115 750 90.1 801 04.3 730 772 944 621 724 07.0 VA 73.3 712 60.1 644 68.6 702 64.0 844 MA 663 45.0 944 54.2 678 389 504M11149 844 47.7 662 FaF Z Z N 261n e9.1 742 21.5 653 74.2 742 T7.2 692 63.6 742 87.2 SO 65.7 742 WA 031 48.6 742 64.1 622 44.6 742 4D.3 814 37.1 742 418 31.5 7428 742 37A 1161 a U) r- O O 106 in me 588 819 630 62.1 588 63.0 521 44.7 669 4&B 613 39.1 658 41.4 am 34.8 EN 37.3 498 31.3 988 342 492 28.1 d88 29A 461 729 888 688 Z4,7 450 n V5 C!!2 1111, 579 955 5E8 503 48.0 SW 49.5 495 412 855 428 467 38.0 655 39.0 490 32.0 866 342 473 2&e 056 31.3 467 24.0 515 27,1 147 20.8 !S5 856 224 0.2X1201. 45.6 473 48.4 433 38.0 475 32.0 420 328 476 337 420 25.6 475 29.9 H4 25.3 475 28.8 409 226 476 24.5 404 10.0 476 21.1 395 16.3 476 475 172 381 U x Q 1441- 28.4 330 2&7 305 220 330 224 301 16.8 330 199 20f 16.8 330 17.0 293 � Q Q � a � Z rn N TABLE 76 ANCHOR CAPACITY ADJUSTMENT FORMULA: �U AnchorC a Table Its o O ANCHOR CAP.,e,,,,., 9u13batn 2.76 Concrete 359 Cana. H.11"CMU FNed CMU PT Wood Metal (DP®)X ,=ANCHOR CAP.,. 9t0'Elco 114.88 Elco 5n688w 1/4.89Eko #10Sted #128ted 3128led MULLION CAP.,„",,,,, PRODUCT REVISED pachorCBpPeC6ma AmhmTypa 3h8'EIo.Ulm.. tu'El..Uatmmt 3'18'1 wuireo.n IWEloollba.m 18Qacrl A99R 16140913 Apyeeemr Scr1.w(OS)Screw(fib) fwrcx(0� USE THIS FORMULA TO OBTAIN THE"ANCHOR as ramplylnn with the Florida Edp Eht-e(Wk 1• 2-ur i' 2-t@" 3.119• 1. 2-117 1• 2.113 2• 3.116• 2- SAW 0.54• 0.324- CAPACITY REQUIRED"CORRESPONDING TO AN BWding-Codb Einb.mnem Mk tau• 10/4' 1014' I Iau• 7 1•v4' 1-014' I-lw I•Im" 1.1/4' I-114• 2' tare• tare' varies ACTUAL PRESSURE REQUIREMENT FOR THE HOA-No. 17-0630.01 2Anoh.r.®4.75'Mtn.O.C.I Shndmd (M-t CUP(FN-1&2k 3ooba 390 Ow ass tae 090113 1Ba ba 270 FOB 250113 354 ms 700 b. 37410. 864113 948 b. 1 IN a21b. 560 Ms OPENING,WHEN IT IS LOWER THAN THE MULLION Explratlon Date 05/26/2021 4 AncAua®221 Mtn.O.G/Bteod•d(01001911 CUP lFTO 3i 7oo iaa Tao lbs 11111, 1410 b. 1352113 WA s6o 113 WA 030113 WA Seo w. WA sae lb. eee lb. tt2o bs CAPACITY(FROM THE TABLE)OF THE SELECTED BAnonon®7.7Y MI,O.G l Btendad(Or OB�.e1)dlD ffiB�4k BWIb1 14001b. WA WA WA WA 750Ib4 WA . WA WA WA WA 1388®. ITN Aa 224067, MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4 AWh.n®3-A90 O.C.1002cS.&Capa I(FIB.6k 750131 lea 6g 650 Ib. 1550113 1896 b. No Bu 5801b. NIA 760113 748113 500113 1692113 662 813 oulb. 120 be CAPACITY WHICH MAY BE USED TO QUALIFY Minm 6 roauc co BAnch.re 0 3'Mn O.C.1 W 2ns A-tde COpa 1010.87 1170 w0. 11701h+ 1020113 2N0113 Zea b. 970®. 840113 WA iN0113 1122 Qxi 1320 i6a 2838 be to221b 1321 ms 1880190 ADDITIONAL ANCHOR OPTIONS FROM THE 4 Amb"®OA 5'MN.O.C,I U-CIb bb.t25"% (Fla.7k WA WA MIA WA WA WA WA WA WA WA WA WA WA NIA 1430 roe ANCHOR CAPACITY TABLE. 2 AM-a 271 M,n.O,G Fi01P(F19•ek 3501D. 360 the 290 be 709 b. 479 b. WA 11&1 WA 316100 wA 440 b. WA 341 ba 02119 850 07. 4 Awbon®1.IS MIn.O.G F cAP I.si 450 be We lb. NIA WA NIA WA 380 ba WA WA wA NIA WA 682 ba BBS lb 1120113 i NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUSTANDARD CLIP. ES AS THE f--- i TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION rr.70 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LY / • • • • • • • • • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE t\CENgF•.,�� 1 SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000• 4.000' •• •t SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. NO.58705 FIGURE 5: FIGURE B: FIGURE 7: jam;' •3� '�^ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND C, • • • • 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 '.tt'•• 6063-T5 AND BE A MINIMUM OF.125°THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.046' 371 376' ��/�s •'��R...P•'' THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125 THICK AND A36.ALL ANCHORS -T /✓,S/O q• ANGLE CLIP(FIGURES 5118)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10&#12 1'X 4'X.375' 1'X 4'X 375' I // N L 1P.E. 1 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'r-MULUON MUWON A.LYNN J1158 FL P. .#58705 TABLE 8A Mu18on Capaelly Tabb Ibsflt7 Opening Mdth(for wrSralty spanning nvAons)or Opening Height(for hodzardal"per6rlg mullions) a 50 In 60 In 7D In 80 in DD N 1001n 1201n 1401. 1601n 126'% Rectanvw Thwirtmo. Reataigldar, Tnpl7.miq, 11"ngular Tnpmlaog. R=tmgular Tlaprrama• R&-Wgs9m 71,Wma". Reaengelu TrapTdang. Re hn9der TapRdaap. R-ten90 Trnp/Tden9. RI.Mang r ltauaft9. laedng LO.dng Laadin9 Lmdng Lmdhq Leading Loading Load.g Laadsnq Loadn9 Lmdni; L9adn9 LOadnq Lmckng lradnq LOadng Imdn9 Laadilp 3.166^% _ x 7 n z g LL bn r ua6s a a a b E b" s 13 Z a � Vi a a � 1_ rc11 1 1- I1 '11z9 d 79 5 �T v � LU 421. 170.0 620 1170.01 435 170.0 744 170.0 478 170.0 886 170.0 506 170.0 992 1TO.0 610 17D.0 lite 170.0 621 170.0 1740 170.0 521 1170.0 UN 170.0 621 170.0 1735 170.0 521 151.6 1769 170.0 521 cwW4 O 481. 170.0 706 170.0 624 170.0 650 170.13 584 170.0 992 170.0 630 170.0 1133 170.0 661 17D.0 1275 170.0 677 170.0 1417 170,0 660 154.8 16M 170.0 680 1327 150 170.0 880 110,1 160 170.0 660 ¢ j N 50.6251. 170.0. 747 170.0 O0J 170.0 896 170.0 W1 170.0 1046 170.0 864 170.13 1105 170,0 723 770.0 1344 170.0 747 187.0 1468 170.0 758 138.2 1488 170.0 758 1113.3 1166 17D.O 768 101.4 14W 170.0 798 541. 170.0 797 170.0 012 Inc 868 170.0 891 170.0 1118 1760 754 1700 1276 170.0 803 163.1 1378 170.0 837 140.6 1376 170.0 658 1223 1378 170.0 881 1044 1376 170.0 881 61.7 1378 170,0 681 a � � m 0 to Goin 170.0 865 170.13 701 170.0 10W 170.0 797 1869 1758 17x0 070. 119.0, 1176 187.4 WO 123.0 1166 1W9 818 1112 1156 150.0 812 82.7 1166 144.6 803 78A 1150 144.8 905 60.5 1150 144.8 905 )7.. W Z -ii-in 170.0 1330 /70A 745 160.1 1051 770.0 660 137.7 1041 1SS.D 662 120.1 1051 1420 640 106.7 1051 132.3 837 98.1 1061 125.7 WD 80.1 1051 11" 822 684 1057 118.1 621 80.0 1051 119.1 621 `2 co Q• L 681. 167.1 e6'/ 170.0 789 138.3 957 751.8 005 119.6 857 13{.0 TOO 101.4 857 121.8 777 62.8 857 1120 787 818 957 108.8 759 W.6 85I 100.0 750 69.7 e57 88.9 740 522 941 68.9 748 ? Z J g m 8 'Cgs 721n 128.7 804 1392 698 107.3 804 1162 684 914 804 101.3 671 80.4 804 81.4 660 71.5 604 64.1 650 84.4 apd 78.5 643 W4 8% 723 W3 400 004 d9.6 629 40.2 004 93.6 626 w ' �� Q 781. /mA 722 114.4 WO 1312 722 872 618 782 722 06.3 608 r114 722 7&7 688 80.0 773 70.3 900 64.7 70. 67.6 680 4SA 722 60,5 570 38.1 722 68.7 660 342 772 662 684 JC 70 in 101.2 683 105.0 OOD 04,4 684 ".a 6ae 720. 665 78.6 077 u5 70.5 NO 562 00 04.6 500 60.6 655 60.1 6W 422 W6 64,3 643 362 886 01.4 W7 31.6 685 50.7 036 ❑❑ Nmin 65.0 515 68.0 457 54.9 516 GTA 449 47.1 515 60.1 M1 $15 44.7 434 38.6 515 40.6 420 33.0 616 37A 422 27.5 515 311 413 Z19 615 30A 407 20.8 515 29.1 4% Z X N 961. a4.3 453 610 404 450. 453 47.1 307 30.6 463 41A 391 453 38.4 385 302 453 33,0 379 272 457 30.4 374 72.6 463 20.6 We 18A 453 24.3 300 17.0 453 226 340 0. '- 00 1808 0$$038.1 356 39.0 323 319 358 326 318 27.2 3M 28A 313 35a 25.2 306 212 346 727 304 19.1 356 20.0 300 15.9 358 10.0 791 WmOO35.8 US 29.3 338 30.1 301 257 338 26.1 297 338 232 293 19.5 370 20.8 288 17.6 330. iB.i 285 9 0-' X 120 61 2/,e 290 26.3 281 232 280 23.6 280 18A 290 20.8 258 17A 287 182 253 164 290 16.4 249 Y1 U N Q 144 in 19.1 201 tea Ise41d d '- �m0 (n in ADJUSTM .`r�1 TABLE 6B ANCHOR CAPACITY ENT FORMULA: d .� d' AncharCepactly Table me ANCHOR CAP.,,,,,^,,, $ 8-, stma z7tCDrcrHe 35tCoc. t9waNu Fmmcn4u prvom6 Maa (DP,„)X( =ANCHOR CAP.® dts fico vrss E16o&WElo 1/4'66FA. 010 Steel ala steel 612 s1�1 MULLION CAP.,,,,,rm, PRODUCT REVISED AnahorClip Petf6ms AndarYVe Si6'ecowmem yr Elm U6reean y76•E1eou0rsem 1/r E%ouEIXorl gg� ( (GS) USE THIS FORMULAOOBTAIN THE'ANCHOft as eom binn with the Florida UNazim Aggre6aor u8razm A W Sc¢ur serer l05) scrd P EuxDlstarceenT 1• 2-vz I- 2-VZ sire• r 2-vz r 2-vz z 3.10 z 0.48• a5v o.3zr CAPACITY REQUIRED'CORRESPONDING TO AN Building e Embeanet 1sq• ter ta/4• isle z 1-v4• 1-vr 1-v4• 1-vr 1-va• 1-ve z -- lair Wles ACTUAL PRFFFSSURE REQUIREMENT FOR THE NOA-No. 17-0690.01 2AnOtIa9�476'69a O.O.l swasu or Olga Cep(%Ir ago 9n :1VA 46D WS 8901ta 16U an 270 Me 280 b. 354®5 740110. 674180 e641ta 0.w 0.e 341801 442!0 560316 OPENING,WHEN IT IS LOWER THAN THE MULLK)N Expiration Data 05/26/2021 4Attd1tr40I-Ib-Nn O.0 16tanaar0(Or Crm)UP Oi021: 48D IDA NIA WA WA WA am DA NIA WA NIA WA WA fa210 8a50s 1121 IDs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arcf019®run O.C./CD 2ssAngkCePs/(Flo 0.k 78010 Its mob, 1560 rw tames 540105 6W ba WA 760110. 7®10 am me t8a25s 662 Dts 08595 11x1801 MULLION.IT WILL YIELD A MINIMUM ANCHOR By /ArcMsS�O.aS Mn O.C.IUC9p.IMo.126°Alum.(Flo 47 N/A WA NA NIA N/A WA NIA WA N/A WA WA NIA WA 143010 CAPACITY WHICH MAY BE USED TO QUALIFYam 0.r ro ue onsIArcror/Frruni;H 1010 22OW 44510 0221m t35 W3 140 8010 970113 197 ma 3ffi Ire 4761130 t7o o9 221806 Zea In ADDITIONAL.ANCHOR OPTIONS FROM THE 2 Allchom W 1.75•Mn O.CJ F4:0 Q 67 2101b5 NIA WA NA N/A 10028 NIA- WA NA tUA WA 311 Bm 142119 56010 ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, FIGURE I: FIGURE 2: TABLE NOTES: I • • • • 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. 117 t t 1 I 1 f r r I/I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE �� -.•••••..,/�////ice/ FIGURE 3: 3168• ►� a�,. •oCENSF•.,((� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE Q' CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS *; No.58705 BE US. SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 2W _ •: IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND p ' FIGURE 4: FIGURE 6: FIGURE B: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL O,�•,• � BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T FS'•.'oColtlDP •,• C1 ` • O�THI K(8 GAUGE).STRUCTURALS EES O BE AT LEAST.I2STHI KAND A3TEM STUDS TO BEA MINIMUM 6.ALLE 33�D 0TS AND BEA MINIMUM 1.25'X 3.188'X 265'MULLION // s/•••• ••••• G�� • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-114'VF MULLION) //77I 1 I 1111 t 711 • #10 6#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.B.OR 410 S.S. A.LYNN MILLER,P.E. • FL P.E.#58705 I� TABLE 9A Mullion Capacity Tabfo m51R3 OpeningWidth(forvedlcalyaparlydna nuaoa3)or Opening HOleht(forhod2olilgly dparWng rraffana) Bola 60 b TOIn Eon, IBON tool. 1201. 14010 1661 Re0l4n@11r T-pm- . St4.lanpubf TMWJdr.9. Reuergufor TM ib Rer1 r T,*Mg. R-w"r 710 A.na. R001art0w r c. ReOtanSX t Tmpad.a„ Ro.t3rg.ler 70pr711av Rema 1330 Tmp+6lna 1.2B2925 PR 'g. alter prt rnMA® }; x 111111 t,0119 Undv0 LoORna Wdloo g$Lording Load19 Lwdwo Loeav Lardn9 L.3AM9 Loealna Wdbe Lawn „LOadbg Lo0mn9 Lmd1° Loadba L.adlnp � 2-'u Ahnn Tub mu, ,T Mo. Is 1 d i I TI1 i I I I I 111if I I I I If 11 111 111 11 11 1 11 11 11 If I I I I I I I i I I I I 1 0 42110 174A 620 1174,0 4.15 IMO 744 1170.01 478 170.0 865 11.0 608 TIQA 092 STOo 518 I70.0 1118 574.0 R21 153.3 1118 174A 621 127.7 1118 1780 627 111113 itis 170.0 d2+ 865 111E 17A0 621 la = 48110 1700 709 170.0 624 170.0 B60 170.0 RM TWO ala 110.0 036 140.7 076 170.01 Sol 130.4 07a 170.0 an 117.3 078 170.0 380 BTA .978 1700 Sao 83.8 070 1170.o 11110 1 73.3 078 Iroo Ob 14 J to 109281° 170.0 747 Me 603 170.6 888 170,0 611 160,7 027 170.0 884 1319 927 IBM 706 1172 821 159.1 We 105,0 027 159.3 608 87.$ 821 168.3 605 76.4 827 160.3 803 65,9 827 1065 586 Ba In 170.0 797 17°,0 812 184.8 809 170.01 691 1329 889 1163,01 883 H68 B89 141.8 889 103.0 869 134.0 NO 02.7 809 1209 664 77.3 808 1268 652 66,2 009 1260 052 57.9 060 1288 US 1 LU O Win 1432 748 id3.8 e34 1184 748137.3 620 1022 No IMS 643 $0.5 748 107.8 689 79.8 746 Iota 582 71.6 740 OSLO 58'7 681 748 93.3 693 612 748 IM3 503 44.8 NB 933 053 ss t'L7 Ct fA Ul 6310 123.7 877 12LO 679 103.1 877 1132 RSO BOA 077 100.4 515 7J.3 677 B1A 646 80.7 677 862 630 013 677 $1.0 634 51.0 677 77,0 529 441 an 70.7 $20 38.7 977 787 620 6881 1078 $17 114.1 430 89,7 O17 01.0 519 70.0 017 00.3 Bao 672 all 78.8 600 599 817 726 494 63.11 517 887 480 4.8 611 84.4 40.1 MIA 017 03.1 482 338 617 01 4a2 c 72h 522510 81,1 460 881 818 74.2 440 603 510 S61432 619 $te 58.0 426 AM $19 642 418 41.4 S10 60.7 414 343 518 40A ADd 29A 618 46.0 405 268 $28 480 405 p2 co 0 781 70.6 406 711 405 66:7 486 57.8 398 60,3 406 US '390 44.1 4ed 48.4 304 391 465• 43.3 378 35,2 486 421 314 20.4 466 388 367 26A 465 36.5 3O4 220 405 392 $03 J Coy i 7801 652 441 680 387 84,3 441 51.J 319 48.8 441 a86 372 10.8 441 46A 3SO 3°2 444 41.0 360 32D 441 38.7 365 2T2 841 Sd.B 348 #,3 441 311 64e Md 441 327 3;8 � � � Z Bob 42A 322 41B 205 46A 392 37A 209 90.3 332 1123 284 29.6 032 28.8 280 23.5 S32 26.1 TIB 21.2 332 24.1 272 17.7 322 21.3 268 16,2 1 332 10.0 262 13.3 $32 10.7 2S0 'X CS r r, gab 35.0 201 389 280 20,1 291 30,3 268 2R.0 2A1 244 282 '2!A 291 23.5 240 10.4 211! 212 244 178 29t IB3 241 14,8 281 17,1 210 123 201 15.5 232 Z � Q � G`7 10861 24.8 230 261 208 20A 210 21.1 205 17.3 230 183 tat 164 230 162 188 k- + X Z fV 11101 27.6 218 23.1 197 too 218 f9A 194 102 216 169 181 dA 216 14.9 189 120h 17.0 187 t.2 170 143Cn t11J f8.3 187 r. O Af $ B x Y TABLE OB ANCHOR CAPACITY ADJUSTMENT FORMULA: AachorCa aclty7ahle a � -- � �a 4 8910104»: z7k 133m;nte 33k Carom.I Notm CmU FEW rAW PT wood I Mew (DPo)X ANCHOR fi4P. .,,,,,, -a t )AANCHOR CAP- , PRODUCT REVISED W1a•E1oo vrasom sr18'Etco ua•asetco 1116101 /N28ma 0.2010E AsnharTyptx 3M6'Etco t$tmaan yr Elcatatraaon 3118'tico S505aMi ir4'EI.a 1200011. 6 AnchOtCapPaHatge 1261166. AggnOata 1408611. A99t5aatOr sarew(Cs7sataw(OS) sanaT{C5) USE THIS FORMULA TOOBTAIN THE"ANCHORasaamW�rFn w7ffithaFlorida Edge MMme On): i' 2.112' r 2-102- 3.118• r 2.vr 1* 2-+rr 2• 3.110• r 0.48• A.aa• o,a24• CAPACITY REQUIRED°CORRESPONDING TO AN Bultding Coto Emmi:p.nf ftIsom' lyra• ta4' taxa• r !•114^ 1-114• 1416 I-IW tato• 1-114• r 11116* las• lanae ACTUAL PRESSURE REQUIREMENT FOR THE MOA-$lo. 17-0630,01 2Aml-m04.75'MIn,O.O I MOON or CUM alp(Fig.IX 191 W3 3w lbs 450 roe 89DW3 164 fire 270 W3 28D lb. 3:R I43 7401tre -774 Tib. 8891b4 940108 341 Wa 42106 WO 100 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Vat5/2612021 4Aacnas@I.IVMin.O.C.tStmLaN(m13B44aOip{F7621 483 dee TOO ib3 WA N/A WA WA RFrW WA N/A Nth WA NA 892 to. sea lb. 1120 m. CAPACITY(FROM THE TABLE)OF THE SELECTED ;,, 4 AMham 0 r RUn.O.C.1(2)Sia Angle 01031(29.3X 780 b3 700113 680Iba 1560 We 1999 W0 m3 5W 163 WA Ito U 740 lbs OWN roe 1692(h 662 Wr 615163 112093 MULLION.IT WILL YIELD A MINIMUM ANCHOR By 3Atmitd1040 044'Mb.0.O,t U{ap,hto.tW At+tm.(F79.47 WA WA WA WA WA WA WA WA WA NIA WA Wq A NIA O tbs CAPACITY WHICH MAY BE USED TO QUALIFY llBam - haat Can 2-o 1 avn�t FOW{FIB.d1 '1�85 106113 225110 41111 @e 91111113 138 Bre 140 W4 m 1L3 370116 157 iW 632 W4 473104 11011. 221 Wa 2W W3 ADDITIONAL ANCHOR OPTIONS FROM THE 2AmJa 0 1.15- C.CJ FmClp ft 0)l 24311ps 3155' WA NIA WA WA 180 W4 WA WA WA WA WA 1 341tbr 1 442lb4 I 9000m I ANCHOR CAPACITY TABLE. FIGURE I: FIGURE 2; TABLE NOTES: 1.260* [ -1,25V-i 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE MOTTO SCALE.FOR EXACT DIMENSIONS,SEE ,�''' ON.{•••MQ ''�i, ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3'260* 3'260' i i CLIP MUST i SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. BE USED 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND IN PAIRS. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL - _- FIGURE 4; FIGURES'. FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.ss.ALUMINUM SHALL BE (3083.75 AND BEA MINIMUM OF.100'THiCK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND AOIC F� ;(/� • 04W THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST A26•THICK AND A38.ALLANCHOR • i i #10&912 5INTO ANGHORS METAL WOOD MAY BE STEEL,18.8 S.$. R D AT LEAST 3 SCREW THREAD S BEYOND THE MATERIAL 128°X 3.26•X,100• 1,25X 3.W X.too' MULLION FOR MULLION FOR �-�iLtittle • FIELD-TOLLED UNITS FACTORY-MULLED UNITS A.LYNN f1itL'L�`k,P.E. FL P.E.#58705 TABLEIOA � Mullion Capaolty Table(I osi?) o s Opening Wdth(farverLcerWpardiQ mui iom)orApening Height(brharizoide*Spanntre Inwoons) 3' bah 601n 701. so In 90 in 1061. I In 1401. do in RWoaguhv Traplhhng. RocargdW Top47rianp. Roctanguiv TMprrh q. Ranh ular Tre +Ian Rw.n N.r Tm frd" Recta Wer Tm 126%3Z6 nB . B 4 P g r9 .7dp nq. Rodangular TrapTdan3. RaWm�guhr TraplTrtmg. R.ctaegtdar TtVThng. e x,624 Loading Ludleg Laadlrg Loadhg L-t e I.nadng to.Ang 1214.9 L..6ng L.ud6g Load.g loadtg Wang loading Loading Loading Lae4ing Le.0% g;e d°• Alum.Tubo .it 'E .. •� -.1 '� 3.. '� .. `�w '` •S '�.. £ '� % '� ate.. '� •�,. '�., '8 ice., .. .G •��" "�J ,. 6 6��33 v u u v Mulpm u u w to u 79< u ue u u9 u u u u v u u u � T as �a U 1A A q U la as �a �a �g �a � i �k I -a �� a � �� as �� a �� §� ({LL1-11 421. 1704 624 110.0 435 17x4 7dd Me 476 174.0 86S 174.0 906 170.0 992 170.0 519 17a.D ills 1100 521 170.01Me 170.0 521 1740 1498 I 170.0 621 170.6 Me 170.0 621 170.0 t993 474.0 621 O S 481n 170.0 70E 170.0 624 170.0 860 170.0 584 I".D 992 170.0 030 170.0 1133 170.0 661 17aD 1276 170.0 677 170.0 U17 47DA US 170.0 1700 1 170.0 SO 169.7 1079 1704680 148.6 1979 170.0 660 J 60.6%14 170.0 747 170.0 653 110.0 108 1 170.0 691 170,0 INS 170.0 684 110A 1195 170.0 723 170.0 1316 17(16 747 VGA 1494 170.0 766 170.0 1793 t79.0 766 t%fi 1877 170.0 766 133.6 1877 110.0 766 � � 4Y 54 In 170.9 797 1704 612 170.01 SSG 170.0 Get 170.0 4116 174.0 764 170.0 1275 170.0 893 170.0 1434 170.0 637 170.0 1594 170.01 SEB 156A 1769 47a,a 061 134.1 17SQ1 170.0 801 117.9 1759 1170.41 @8t W O O (j) 601n 170.0 886 170. 701 170.01 1063 170.0 797 1710 1.240 IM0 010 170.0 1417 170.0 SU 161.1 tell 770.0 See U5.0 1511 17x0 1 1033 120,0 1511 770.0 1083 103,6 1611 t70,0 1063 00.6 1611 174.0 1 1063 � � (C � w 931. 170.0 930 179.0 746 t710 1418 474.0 860 IMA 1802 170.0 840 158.5 1370 170,0 1016 1392 1370 170.4 W76 726.3 1370 94,01 1032 104.4 1374 166,9 7472 89.6 1370 1653 1910 78.3 t3Ta 1643 We W 861n 110.0 074 170.D 709 170.0 1189 170.0 903 165.6 4240 1704 1002 1383 1246 168.8 1013 121.1 1248 147.1 7000 108.0 1240 09.0 989 90.0 t248 130,4 974 779 1240 120.0 D76 60.1 1246 129.0 976 M n.d �, y v i21n 1879 1.049 170,0 978 179,9 1449 160.2 092 149.0 1049 432.1 876 104.4 1042 118.1 BW 632 7049 109.7 Ode 83.8 51449 102.7 808 19.8 INS 91.3 1126 E0.9 7048 01,2 820 524 5049 01.5 926 gj ..t m O 0 761. 142.7 041 549.1 122 118.9 Sit me 805 101.9 941 ttt9 791 89.] 941 104.8 M 70.9 gel 913 766 71.4 941 85.6 767 1916 041 77.0 744 51.0 941 74.0 737 44.8 541 73.3 738 � a � Z 9 TB In 132.0 094 137,8 T53 110.0 094 110.9 767 94.3 M94 1024 026 763 094 91.9 744 73.3 894 84.4 730 66.0 Sag 76.3 721 65.0 094 70.7 707 47.1 894 07.0 701 41.9 834 90.1 699 tall Q r A -gain 059 671 E67 696 71.6 871 74.9 6176 61A $71 663 576 63.7 87t WE US 47.7 671 1 629 1 558 43.0 871 489 ml I 3S.0 811 43.) 639 30.7 671 30.7 831 269 571 379 am 95In 70.0 690 72.0 527 69.0 600 81A 518 60.5 690 63A 609 44.3 680 47.6 602 363 690 47.0 404 36.4 led 399 416 29.6 fiS0 94,1 471 253 690 ]7A 489 22.1 690 29.0 460 x t�tn J9.7 466 609 421 41A 458 420 414 35S 460 37.1 448 34,1 468 328 402 77.8 4441 297 318 2d.e 488 27.1 331 20.7 489 23.6 302 179 460 213 376 t6.6 466 10.6 370 0. N ffiO O 11140 469 461 40.1 4ao 381 441 3!3 393 32.7 Lbi 34.1 387 28.8 441 303 392 26A 27.2 375 719 441 749 372 19.1 J47 21,5 383 IBA 441 16] led 14.3 441 17.8 351 1201n 383 778 30.9 344 30,2 379 71.0 930 25.9 376 26.0 334 727 378 23.7 329 70,1 21.3 325 10.1 370 49b >21 16,1 970 10.7 314 4'6'4 LU �' Y Wd is 21A 202 2S1 242 17.5 2G2 R9 239 16.6 262 !b3 290 ca ca TABLE 10B D 210 N AnchorCapacity Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA- z7k Creta Max cent.I NOW CMU F@rACMU 000 61810 ASUGHOR4",AP.,p„m„ 6 � (DP_)X >=ANCHOR CAP.- NWElm tw SsEeMstiero4 v4.880co WDGtai N128te91 tN281ee1 MULLION CAP.,,.,,,,,,, PRODUCT REVISED MMOriype YtS't7ca tNraal v4'EleoUamaen 9716.5144 tetr4c4n Sro^EJeautaae0n AgpeG9m lAnew AggmGA r 8cte+(W)8129(45) Setae(GS) USE THIS FORMULA TO OBTAIN THE ANCHOR as comp 141 w7th the Florida Anchorclip Pattems Marston EO ol.tame n 1• 2N7 r 2412' 3410' r 2-v7 1- 2-v7 7 3.140 2 0.46• sea o.a2a• CAPACITY REQUIRED'CORRESPONDING TO AN Bulldlrtg a Emn flnmt to a' tea 43 d 1!a r 1-v4 1-vv I l-u4 t v4 t.t7a 1 va r 1-xv l-SG• vaf s ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 MOM D.C.I t08r140tU dr 01681 WpQig.t 360 89Db8 WI 080 an 1644@5 27009 280 to 364 de 7alle 374 ns 654 roe 9411x 34105 442 t. 660 Its OPENING,WHEN IT IS LOWER THAN THE MULLION E7tpliatlon Onto5/2612 4A7t0acra@ llfPMln, 48D Ms Tot Ba WA WA NIA NIA 28017; WA WA WA WA IVA 652215 ass Ge 112DRa CAPACITY(FROM THE TABLE)OF THE SELECTED 021 as ad �3•NIII,.o.C.1 218 Arg1e 021pa/(Rg.e7. 7BD 0! 78908 68o1Da 1660100 1896189 840ID6 69705 NIA 780be 74600 e8010e 469205 662ro9 aBsmt 1t291as MULLION.IT WILL YIELD A MINIMUM ANCHOR By 3Ane14soQ0.64'Mh 0.F7U.C9q lr¢O.S00'Aft.rt 49g.J WA WA WA WA WA NIA WA WA WA WA WA WA MIA WA 050![21 CAPACITY WHICHMAY BE USED TO QUALIFY Mtam s prow' control i Ar%Nr/FC1p Dig 6? 18501 19588 225104 44601 872 bf 138®6 140 ids 177Iaa 310ITe 187 bs 83204 473 a% 17001 221211 2801fa ADDITIONAL ANCHOR OPTIONS FROM THE 2MOIaa®1.18'Min 0.CJ FC0 eT 24005 3600n WA NIA NIA WA 1001b; WA WA WA WA WA 34101 4421.01 910100 ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: ABLE NOTES' 1.260" 1.250' ! i)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. LT 1117 1 11 4 1 4/7! FIGURES: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ��`.(�Q•""""• i�� ANGLE SHEETS 21.23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.260° 3,260• `�q�. LIGENy�'•;��•r_''� CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.BE ko,58705 '•� _ : 34= IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-9D.WOOD SHALL ='0 FIGURE 4: FIGURE 5: FiGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624° - 4• f ��^ 6063-T6 AND BE A MINIMUM OF,100"THICK.STEEL STUDS TO BE A MINIMUM GRADE33 AND _1 �O,,,O'•, STA .',� • .045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICKAND A38.ALL • ANCHORS 12 INTO METAL SHALL INTO WOOD MAYBE END AT LEAST 3 SCREW S.B. THREADSR 410 BEYOND THE MATERIAL 1.2 X 3.2 F062A• 13MUX. F.6 4- • FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN MIL III% P.E. FL P.E.#68705 TABLE 114 a �' n -Mullion CopadtyTabbpad) r7S 3i Opening Width(Or veltleah wrodng mullons)oropenlng Height(Whor6.art9"parring mmons) Y� 60 b 601. Yoh 80 In 90 in Igo h 120 in 140 in 160 in 726X394 R.ahng,dar Treprr�ong. Roetargular TreprTfmng. Rvdpinr TmytTdm lbdalgular Tmplydang. Raaangulor Mapfldang. Rh gular T.96ng. R.c1m4Nhr 1hP76mi; Roaanguhr T,.FRd°ng. R4ctang". TraprIamg. Z.624L°ediag lvad0g Lvodrg LOaFmg L4.dlsp loading Lvading Lvadn9 Loadng Loading Loadng LmdhO Lvedlrtg L.edN9 Laedm9 LuftEvading L.sdlig �Z+ AI1an-Tube Tm 5II ' a.. 77 t_6fufta G S� as 8 a S a sa 11. e . >qI I. s f 0 LLI u caie t� v e v v v v v v u v cia v v v v G v v vIs g 8s a2" �ffi 2e H 11 d`ffi q- U . sffi �fi s`c $ 8ffi @ ffi s a`d a a`a s' a`= � 2ffi @ a'd @ d`a' i@ 1`c � �ffi Z N42110.0 6A 170.0 435 170.0 741 170-0 478 1700 868 170.0 506 770,0 992 170.0 619 170.0 1118 170.0 621 170.0 1240 110.0 521 17¢0 1428 170.0 521 170.0 1735 170.0 621 170.0 1987 1700 621 N T f!) 170.0 Tog 170.0 624 t70.D 850 170.0 584 170.0 992 170.0 630 170.0 1133 1700 661 170.0 1276 170.0 677 170.0 UlT 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 880 170.0 747 170.9 683 1704 898 170.0 631 170A 1046 170.0 684 170.0 1185 170.0 T23 170.0 1345 170.0 747 170.0 1491 770.0 760 170.0 1783 170.0 765 170.0 2092 170.0 768 170.0 2341 170.0 766 Lr170.0 707 170.0 012 170.0 955 170.0 691 170.0 1116 1700 764 110.0 1716 170.0 003 170.0 1434 17x0 837 170.0 1694 110.0 056 170.0 1913 170.0 861 170.0 2231 170.0 861 160.2 2403 170.0 861 ~W oc fin 170.0 085 17D.0 701 INA 1063 170.0 791 170.0 1240 1700 870 170.0 1417 170.0 944 170.0 1594 1700 898 170.0 1771 170.0 1033 170.0 2125 1700 1063 1163 2183 170.0 1063 7218 2163 170.0 1083 -{ 7 W �170.0 930 17D.0 745 170.0 1118 170.0 660' VOA 1700 170.0 al) 170.0 1480 170.0 1016 170.9 1877 170.0 1076 170.0 1859 170.0 1122 168.0 2060 170.0 1169 1345 2080 170.0 1171 117.7 2060 170.0 1171 W170.0 OR 170.9 789 170.0 1169 170.0 1 903 170.0 1385 170.0 1002 170.0 1656 170.0 1006 1170.0 1753 170.0 1166 170.0 1940 1704 1210 143.0 1909 170.0 1 1275 1225 1966 170.0 1280 1072 ISM 170.4 1286 Z Z to� m = .i 721. 170.0 1083 170.0 078 110.01 1275 1Ta.0 1 1009 170.0 14W 170.0 1126 170.0 1700170D tM 164.1 M4 170.0 1315 138.7 1734 169.8 1386 116.6 1134 165.9 1364 89.1 7774 16DA 1362 86.7 1'734 160.2 1352 W J 0 11 to 170.01122 170.0 937 170.0 1346 170.0 LOBO 1286 685 1556 170.0 1209 147A ISM 1652 1131.1 7666 1161.6 1266 1175 150 141.3 181 983 7556 WA 1229 642 ISO 122.31 1219 1 717 1656 1212 1218 pC ..�.41 '� Z g 70 In 170.0 1161 110.0 MY 170.0 1391 170.01 1116 155.9 1477 169.3 1245 136A 1471 162,0 1224 1212 1477 1139.1 1206 109.1 1477 729.5 1191 92.9 1477 1168 1169 774 1477 110.81 1168 1 68.2 1477 1093 1164 on in 1410 1110 1465 980 118A 1110 123.51 968 101.6 1110 1107.9 961 990 1110 963 936 T19 1110 07.9 922 71.0 1110 00.7 910 692 1110 T1.9 B91 60.7 1110 66.8, 075 44A 1110 62-7 070 Z 981n 117.0 976 1203 872 07.5 075 1015 866 83.9 975 883 042 712 975 766 929 664 076 712 617 60.5 976 NA 607 48.8 976 67A 789 419 976 522 775 385 975 493 767 �, p( Z login 022 771 84.0 ON 60.6 771 70.7 685 50.7 771 613 674 GIA 771 64.3 664 45.7 771 49.0 655 41.1 771 449 657 34.3 771 38.8 931 2e4 771 35.0 621 25.7 771 32A 812 a N OV 1111n 76.7 730 17.3 eel 63.1 730 610 660 64.1 730 503 640 473 730 49.9 631 42.1 Tia 45.0 622 37.0 730 41.1 514 31.E 730 35.6 tam 27.0 730 319 989 23.7 770 29.6 601 s LU 1201n 59.9 621 61.0 659 49.8 624 612 660 429 674 443 662 375 024 39,2 dN 33.3 624 353' 637 30.0 624 722 631 210 824 27.7 619 21A 624 14.5 609 761 VA 22.6 fiat ® K X N O 144In 34.7 433 75.1 400 209 433 Z9A 395 24.0 413 254 900 21.7 433 224 386 193 433 20,0 781 17.9 477 ia2 376 Q U OV Q O O TABLE 11B ANCHOR CAPACiTY ADJUSTMENT FORMULA: $ a< Z K AnchorCepaclty Tibia fibs) c7 Ste ' ANCHOR CAP.,,,,,,,, AnchOrTie: sutsme 2.7kCOnree 15kcont- NOWNCMU Fw0cmu FTWmd mea (DP-)X( )= ANCHOR CAP.,,a B1CBm tl4•SS 67C0°Jf6"E3e. 17e 85 tam #tooted 012MON 012 steel MULLION CAP.r,,,n,a. PRODUCT REVISED AnchorCtpPattema ' 9/1E'B000naon v4IcE2outt2aDr1 3116'EImU@aa1 III--.UOr.ccn uttr'B' aggreGaOr umacm A®20SOr soca(095)soar(65) 9erea(U6) USE THIS FORMULA TO OBTAIN TFIE°ANCHOR as eomPiYing with the Florida F�aslance n i• 2.1Ir 1•• 2-Vr $418' 1• 2.152 1' 2•Vr r. Sue• r 0.48• 0.54• 0.112cCAPACITYREQUIRED•CORRESPONDINGTOAN Bugdinp o CIO FMb.2=t&.1 1114• tare 1.74• 1 tsr r 1-114- t•vr 1-114• 1 t-v4• 1-0/4• 1-114• r 1.313• tae• tr ees ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Mebm 00479114IA 7].c.I StUtall W OMU401)Dia ik 390 IDS s9g® 450 l.s I ON]DO 1644 ms 270 ma 2801ts3sa ms 740 im 374 IM 6"9 g461.s 3411Ds 4421m 5soa9 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 06/2612021 4Ar0W091.15•MIn0.Gl91akala u0fW)C8 0-76. 480 ms 7000e WA WA NIA NIA 3001te WA WA NIA WA WA 682M US Ind 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchas®7 Mir,O.C.7(21216ADW.Ctp310993) 780028 75D 9s 6M 10.1 15601ta 1896 Iba 610105 863119 WA 1 750116 745 Om 8e0 m9 lamas 682075 bas lb9 112003 MULLION,IT WILL YIELD A MINIMUM ANCHOR BY 4Arcroa®054"MIn.O.C.f U421p,000.100•Alum(Fry. NIA WA NIA WA N/A NIA WA WA WA NN WA WA WA WA 1267 Its CAPACITY WHICH MAY BE USED TO QUALIFY 11"I'l-D Produo control 1MtrerI FCV Dae 5S 195 He 195814 226105 443 Oe 822 ms 135m9 140643 177 IDS 37003 107 ms 332116 47383 170 ms 221 ms 280 ga ADDITIONAL ANCHOR OPTIONS FROM THE 2Mttas 1.18•NiAO.ClFLL 240 ms 350 ms NIA WA NIA WA 1MIln tUA WA NIA WA WA 317 Ds 442899 500111 ANCHOR CAPACITY•TABLE 1260" ' FIGURE 1: FIGURE2: TABLE NOTES: • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMLATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE �.� aNY LYNAf FIGURE 3 ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SFS 3.94" � '�''1,iCENSF ��( CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 0 0 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 090.WOOD SHALL -Y •�= FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE [Z/ 6063.75 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 824" ��•;•• ATE .045•THICK(18GAUGE}STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A38.ALL -1 i,��1 '•:c[ORID?.••'G\?�� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 110 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 s.S.OR 410 Ss. 126'X 3.64"X.624• a/LMIUN M �,P.E. MULLION FL P.E.#68705 TABLE12A • Mullion Capacity Table se) & opening lMdthOorVeUca*spwtdrgmifiom)orOpening Nalght(fanccd rta*VafalltgmWllcm) h OS 50 n W to 70 in 801. so M1 1001n 120 In 140 In 160 81 to ftoctan9elmT111 u-gst n9. Rttte.lgde+ 7}eg e-v RetmWv Relgpfeee. Reetaz9fer' T.WTHWIZ R,-*v '1fq+tr ay. Rca Srrr 2bp11ktaag. ReeYan0- 7tE}Y1arn9. Rrsctengu0v TwTMig. Reetm+5u',er Tmprtn'm9. O 2 x 4 x 26 L--&V f,0amm L.4n0 L 9ng Loaft Loedn9 Limelag t ea*m I.eadlerp L•a4619 Luedne LemMB LW&9 Laadlg LS/adn9 Lwdng Leaft taadne 3 Ahl union s D r=' S £ b' r;' .' S .rs •a,. �' �' ''„ a: SWi 8 E ! b 5 6 5 b 2 I; Hb tV 2 4 81 s � a� a c sn x a22 re 42h 170.0 1 020 170.0 435 170.0 744 1170.0 478 1740 868 1760 We 170.0 992 117OX 1 610 170.0 1118 1170.01 621 170.0 1240 170.01 671 1740 1480 1 170.0 921 170.0 1738 170.0 621 170.0 1987 170.0 521 g (� LU _ 48h 176,9 768 170.0 624 t70.0 850 170.0 501 110.0 992 1766 W0 170.0 1133 170,0 6ef 174.0 1275 170.0 677 170.0 1417 10.0 680 '110.0 1700 170.0 M 170.0 1998 170.0 S40 170.0 2287 170.9 680 � � W 50.8z51n 170.0 747 170.0 563 imA 891 170.0 831 1746 1046 5764 684 170.0 1146 1170.0 723 1740 5346 1740 747 170.0 1494 170.0 ---- y758 170.0 1793 170.0 M 170.0 21732 IMM 768 170.02391 170.0 758 y a 8 64 n1 170.0 787 170.0 612 170.0 950 170.0 681 170.0 1118 170.01 764 170.0 1275 170.0 803 170.0 1434 1700 837 170.0 1594 170.0 896 170.0 1813 170.0 881 117U.0 2231 170,0 96'1 1740 2850 170.0 801 .MW O 4 F ea to 170,0 886 170.0 701 t70.0 1063 170.0 797 170.0 1240 MAI 670 170A 1417 170,0 844 170.0 1504 1700 698 170,0 1774 170.0 Im=o 1704 2125 170.4 1083 170.0 2479 170,0 1063 160.E 2680 1T0.0 1063co 63H f7p.4 930 17Q0 745 170.0 1118 1700 860 170.0 1307 170.0 240 170.0 148E 170.0 1015 170-0 1673 170.0 1078 170.0 1859 170.0 1122 1740 2231 170.0 1160 188.7 2553 170.0 1171 145.9 25W 170.0 1111 68 h 17Q0 874 170.0 7510 Item 1169 170.0 903 170.0 1364 170.0 1002 170.0 1588 170.0 1086 170.0 1763 170.0 1165 170.0 1948 fX0 1210 110.0 2338 170.0 1276 151,8 2437 170.0 1256 132.8 2437 170.0 1288 tJ RM 170.0 1083 17010 878 1170,0 1275 1740 1008 170.0 1488 1700 1128 170.0 IM 170.0 1226 1700 1813 170.0 1315 570.0 2t25 170.0 1387 14SA 2184 1740 1485 124.E 2144 270.0 1328 1092 2184 }trap 5630 I zOf ¢ DRi 4kt(] 76 In 170.0 1122 170.0 037 170.0 1348 170.0 Use 170.0 1670 170.0 12W 170.0 1794 170.0 1322 1651 1880 170.0 5421 (4819 19M 170.0 1505 IM.8 1880 151.8 1548 108.7 1600 154,0 1535 92980 9 1152.7 1631 W 9 "'Z tem 17Q0 1161 170.0 861 179,0 1261 170.0 1118 170.0 1611 170.0 1250 170.0 1842 170.0 1369' 1527 1N1 170.0 1474 137.4 1681 183.1 5600 114.8 1861 147.3 1473 68.2 1561 139.E 1459 89.9 I"t 137.0 1454 co r n to In 270.0 f328 174.4 5144 148.1 1380 196.0 1216 127.8 1348 536.0 1106 111.8 5396 121.3 1179 99.4 1306 1102 1162 89.8 1396 101.6 1147 74.5 1396 a9.8 1122 63.8 13W �7 1109 65.9 7308 79.9 1008 Q 96 b 1474 1229 151.9 1096 122.9 1229 127.8 1079 105.3 1229 111.2 1001 02. 1229 859 1044 el.8 1229 e9.6 1029 VL7 1229 EZ4 1016 61,4 1228 72,2 893 52,7 1228 660 877 441 1178 62,1 967 �, a( ,fir Z 108 in 103.6 871 10&8 877 88.3 671 640 402 744 871 77.2 $48 6117 871 08,4 837 57,6 971 61.8 625 65.8 BTt 565 815 43.5 971 490 706 370 87f 4110 782 3Z4 675 44.E 771 a' U? LO §O � III In 9&4 919 87.3 832 78.5 919 41.8 519 88.1 818 70.9 806 6B. 018 62.8 704 63.0 818 58.7 764 47.7 819 61.0 774 39.7 819 44.6 788 34,1 819 40.1 142 29,E 958 37,1 732 ~ (1) r� Y 12DN 76.5 TOB me 719 928 IBB 84.9 709 5316 769 95.8 585 472 788 48.4 619 45.8 UJ }C 768 44,4 677 37.7 les 40.9 abe 318 786 34.9 503 27,0 758 31.0 541 23.8 786 2a./ 635 fY x N 1441n 43.7 648 442 601 350 546 370 498 312 446 910 4@1 27.3 548 252 466 24.3 618 250 X74 21.8 848 229 474 }a2 548 185 484 1519 646 iT2 465 73.7 618 tb8 445 L3 x Q C11Q 17 mQ 1n TABLE 128 ANCHOR GAPAClTYADJUSTMENTFORMULA 0 AnchorCapa Table(166 0- 2g ANGHORCAP.,,a,,,, 4 €� suosdat 271 mma4e 1st cine. Ndw cm Fme0Mu RTWeon t/idd (DP)X( -ANCHOR CAP. ct a' ,� AVOW Type 9/10'Eleo Uft=on 114•0to Uftwon &lw Ele. 9n5 EIc0IAIt60M 114'060UBmcon 114'08 Ek o 51fi Elco 114.536¢. #t6Sted #125teel #t28(ml MU WON OAP.,,,,,,} Anchor66pPattstn• umwm A9gle0dor anmem Aggn:9ata' screw(GS)sc1e4(O5) Suw(nb) USETHIS FORMULATO OBTAIN THEANCHOR PRODUCT REVISED Edge D mance 01 P 2-1M V 2•Ifr 3.1+1' r 2.11r f` 2.17r r 31r r DAV 0150 0.324' CAPACITY REQUIRED•CORRESPONDING TO AN as comphrtng with the Plorids ElnOeenelt n 1314' 13'4• 1.814' 1.3.4• r 1.114' I-lie 1.114- 1N4• 1.114• 1.14• r 1311• t491e• voles ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 2AW,=697W wn 0101 r Smman orO�erCrp lF1g 182x sm m9 39ams a5a ms we u6 t614fos 27obs lesm 394 to 74oad '.74109 69409 uS 9s 91195 442Des 560 DA OPENING,WHEN IT IS LOWER THAN THE MUWON NOA•4to. 17.0630.01 4 Anna'.0268'Mot C.¢I Standam(or abet)cxp f73g 391 7mW 74016s WOW 1465118 1124 Do NIA BMW N/A 895176 NIA sm ns WA 652159 005 ft 112099 CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date OS/26/2021 SAaenot5@171'MMiQr,/SUwa o(orabeoero(91;4t &41ate 09) 758959 194 ms NA WA 70529 NIA 799116 NIA N7A WA I=1b1 1'.27109 1686u9 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Ancton 03°MM.ac,! 215 Anglealps 169861 780 Ibs 6N 9m 166198 IBM 9» 66006 WA 750106 748109 Baa Ms 78928n 662651 865106 112011x1 CAPACITY WH(CtTMAY BE USED TO QUALIFY By aArcbNs g r Mei.O.C,rC2}?x6Ar916C!!pst A3g Sk 517005'. x11099 5020106 2140 Mm 2SUDS 840M6 WA 1140m 512299 13201bs 289a69 1=1ta 1327nn 1660191 ADDITIONAL ANCHOR OPTIONS FROM THE uljnmt-v�ft ProductContro)- • SAMton 1.51•Min.O.C./UC MAW AMmI 77 Wh WA NA WA NA NIA WA WA WA NA WA WA NIA ANCHOR CAPACITY TABLE, SArdlso RO 4`M1o.O.C.111C9p.tole.t2YA1u6L0''19.8X WA WA WA WA NIA NIA WA WA WA NA WA WA WA 2 Ancm6®268'MM1 O.ClELAp g B5 370 W 370 Ms 315 IDs m les 71209 NIA 28911¢ WA 348 its NIA 4+9109 74M 3320»itm OAttMB®1.71'Mln.D.C/FG .tOT 443 flys 575 6o 578 0s 073119 WA NA 3531N WA 906116 NIA WA WA 611651 614 26 1 840 me NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4., • • • • • ♦ • • TABLE NOTES( 2000' 111711 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. .� aC1Y LYNN ] FIGURE 5i FIGURE B: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENNG WIDTHS IS ALLOWABLE. �OW � F • ♦ • • ♦ ♦ • ♦ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO BE DRILLED IN '250" 4' C*.' N0.S87CS •' THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE • • LOCATIONS. FIGURE 7: FIGURES: FIGURER, FIGURE 10: Q ST TE O � ••�� ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT .•Cv 4l/.; ♦ ♦ (FIGURES 516) (CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65 �i,CC�t''•'o4tlR10a• \��` MUST BE USED ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33ANO.D4VTHICKi / ••••- �` IN PAIRS. GAUGE).STRUCTURAL STF•EL TO BEAT LEAST,.126'TI4JCK AND A38.ALL ANCHORS INTO METALSHALL EXTEND AT LFASi 3 S18 2"X 4•X2'MULLION TTCREW • •• • ♦ THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.L`SI(i!Y Mg_f@��2,P.E. FL P.E.#58705 TABLE 13A MuQon Cap2afty Table ftfl z • Opening 1Md1h(for 1edicsill spami muffians)or Opening Height(tor tplizotta*spaming m iflom) so In BO In 70 in Soh 9 I I login 1201n 140 in 100 in R-lanph r TT*Tft a. ihUangtear 11ap"rdAns, Raefen9rdnr TmOldog. Ractang v ThWIFdang. '!tap RetedWar TmptTrmg. RoAsno:tv 7tapMMV R danada• TWMn ng. Rad dWar Trapy7dartg. Rmlene tar Tdgng. 0 2xex.28 - Loadng ��0 Loam:g lending Leading Lending Lm&g Wading loading L-Ing Lm*u Loadtte L04ft Leading Looting ieadnp Lding tax9rm F' Alum.Tubo T-85'Hil r '' -u'z.. a ,• r W r v v 1,r •a.. '`�' •a._ r r a v v... fid' v.. t 8 mullon Is C3 �{ -Q In 170,0 e2D 17" 435 170.0 744 170.0 478 1740 1 668 170.0 606 170.01 992 170,0 519 170.0 1118 170,01 521 170.0 1240 W0.91 521 0 170.0 1488 170,0 521 1700 1736 170.1) 521 170.01 1983 170,01 521 j C1 y 49th 1700 708 170.0 $24 170.0 850 170.0 684 170.0 692 170.0 630 1170.0 1133 170.0 861 170.0 1275 170.0 977 170.0 1417 170.0 680 ti0.0 1700 170,0 689 170,0 1x63 170.0 Dell 170.0 2297 170.0 mo !$0.625 In Me 747 170,0 583 t704 SW 110.0 631 170.0 1046 170.0 684 170.0 1185 1700 723 170.0 1345 170.0 747 170.0 1484 17x0 756 1700 1793 1700 758 770.0'2092 170.0 750 170.0 2391 17&0 759 1W- � �.� _ 541n 170.0 787 17UD 812 170.0 899 170.0 691 170,0 1118 170.0 754 170.0 1275 170.0 903 170.0 1434 Me 817 170.0 1694 170.0 958 170.0 1013 170.1) 801 170.0 2211 170.0 661 IT&D 2550 170.0 Bel CS0 W O o F O in 60 In 170,0 ee5 1704 rot 170.0 1990, 170.0 797 170.0 1240 170.0 em 170,0 1411 170.0 944 170.0 1584 170.0 996 170.0 I 170.0 1033 170.0 2125 170.0 I= 170.0 2479 170,0 1083 170.0 2933 470.0 1083 63117 170,0 930 1700 745 170,0 1118 1700 BSP 470.0 1302 170.9 840 170.0 1488 1700 1016 170.0 1673 178.0 1070 170.0 IIIN 1700 1122 170,0 7131 170.0 11&1 MA 2603 170.0 117t 170.0 2875 170,0 1171 96117 170,0 87';1 170.0 788 1TOA 1169 170.0 803 170.0 1784 170.9 tOGt 170.0 1646 170.0 108tl fl0.0 1753 1700 1153 170.0 1848 170.0 1210 170.0 5178 170.0 1275 170.0 2727 170,0 1288 170.0 3117 170.0 1289 2 i �. S72117 170.9 108:1 170,0 879 170.0 1215 110.0 1009 170.0 1458 170.0 1120 17MO 1700 170.0 1228 MO 1013 t70.0 1315 170.0 2125 170.0 1387 170.0 2551) 170.0 1468 1704 2975 170,0 1599 170.0 Im 17x0 5530 UJ Z 76117 170.0 1422 170.0 837 170.0 1349 170.0 1060 t70A IS79 170.0 !2W 170.0 1794 1740 1322 1704 2019 170.0 14M 170.0 2243 179.0 11105 170.4 2582 170.0 1920 170;0 3140 170.0 1694 170.0 3589 170.0 1705 g 78)9 170.0 1154 170.0 897 170.0 1381 170.0 1118 170.0 1611 170.0 1250 MA 1842 170,0 1389 170.0 2012 170.0 1474 110.0 2302 170.0 1584 170.0 2763 170.0 Von 170.0 3223 170.0 1777 170.0 30&1 170,0 1798 a ¢ J 80h 170.0 1328 1704 4144 170,0 1664 770.0 1328 170.0 1859 170.0 4488 1700 2125 170.0 1553 170.0 2381 170.0 1193 STOA 2858 J.7 tato 170.11 31� 170.0 2125 ts&0 3413 170,0 2273 1385 3413 170.0 2361 h?4� -�~y' a ¢ N 988E llOA 1417 170A 1232 170.0 1700 170.0 1434 170.0 1833 170.0 1®2 170.0 2257 170.0 1194 170,0 2550 170.0 1952 170,0 2833 2085 180.0 3198 170.0 2338 137.) 3190 160,9 2470 1204 3199 168.1 2428 O70,Z to t0 108 in 170.0 160{ 170.0 1400, 170.0 1918 170.0 1647 170,0 2231 170.0 1870 170.0 2550 170,0 2076 164,8 2781 170.0 2271 148.3 2781 2'333 123.6 2781 140.4 2281 105.0 2701 125.9 2234 02.7 2761 116.0 2190 h, N vT � � III In 170,0 1638 170.0 14U 1700 1688 170.0 1706 170.0 2253 170.0 I= 170.0 2021 170.0 2149 151.9 2532 1923 2246 138.8 2632 2180 113.0 26;5'4 128.4 21W 974 2632 11&1 2128 884 2832 108.3 200 � Y N N3 i201n 170.0 1771 1704 ISM 170.0 2125 170,0 1659 1544 7152 159.0 1901 135.1 2252 141.4 1964 120.1 225F[II, 2752 1615 901 2252 09.8 1872 77.2 2252 80.9 1838 87.8 2252 al.4 1805 1- ~ X 3 144 In 125.1 1561 126.8 1445 104.3 1664 108.1 1425 88.4 1564 91.5 1407 76.2 1564 80,7 1380 6&5 1681584 1350, 521 1584 58.0 1330 44,7 1384 4a.2 1385 30.1 1581 444 1283 tzD Q eN Z Q O TABLE 138 Aneher ca 031 Table be ANCHOR CAPACITY ADJUSTMENT FORMULA, _M s � torte: WitCprotata 3.5ICC.na I HdtOxCAiu I FIOadCMU 1>rwv6d Metai (DP„a)X��O--ANCHOR CAP. ANCHOR CAP.,,, -� 6/151 El'. 114.66 Elan fillr Eton Ira'SS Ek. 010 Seed 012 steel 912 Steel MULLION GAP.,.,,,.. Anchar7ypa 3119"Fic.Utrnaon 1/4'Bad Wed. 3118'EIO9181mcon 1/4•Eugtnmm PRODUCT REVISED ADchorCUp Patterns t00acm1 A9meGamr uft=m AW4 AW acme(08)8emw(G5) Bona IG5) USE THIS FORMULA TO OBTAIN THE"ANCHOR an compty!ng with the Florida Edge DmancaMk I. avr 1' 2.112' 3.1x6- 1• 24W 1• 2.1rr 2 3-116^ 2 0.48• 0.60,• 0,324" CAPACITY REQUIREWCORRESPOND)NGTOAN Building Embemntnt I-3A- 1.314• 144 I.3ta• 7 i•t/4' 1.114• 1-114" I-IA' 1.114" 1-1/4' 7 1318• falx' +Odea ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17.0630.01 2Amhma D 4.75 Mtn.0.G i Sten land comet C21P 090.1821: 390 m 390111. 450 be 090 S. 1844 to 270 b, 2801ba 354Ibo 740 im 374 ins 864 lb. 946 be 341 The 442 q0, SOO o OPENING,WHEN IT IS LOWE:RTHAN THE MULLION Expiration 1,0,10,05!26(2021 4 MO,M a 4.lie"Mh 0.0.18ten1m0(SrGlieet)COP(Fb.3k IN Tor the WO Ile Melt 323211,3 640 Me 560)be 708 ba 14902% 74a lbs 12721b3 1992 W, 682 8» 60 1)e 112D W CAPACITY(FROM THE TABLE)OF THE SELECTED 8Aneh..@IJ1'Mho .l Smndald OrOesat)Clip ft.4k i1600s, 14M Ida MCI!be 25051113 WA WA 944 be NIA 1085 be WA WA WA 1363 to t7T01n. 2MW MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4 AMIIar4 p,)r Mn.O.0/t2)20An9m CIW I ft,n 7809% 78DW Bell lb. 1560 lbs 1898 lbs a40lbs sm lbs WA 760lba 74811,3 SM lb. 1B92Ies 9820% 986Itn 11201ba CAPACITY WHICH MAYBE USED TO QUALIFY MIamF Ode duc Centro 8.0110017413'MJn,0.0.1(L)2e6 Arnim C&pat(Flg.0,k t5eaiha 1660,ms 1760,[w Sial1170, s7929xi 1060,7170, 1120 ws WA 1529 tm 14962. 1760W 310,47176 IN390 1770 m.I Melt. I ADDITIONAL ANCHOR OPTIONS FROM THE 12 Archon 9 IX MIO C.0 12)210 A11914 COPI(Fp.7): 1680 11,. 2100!be 1440 W. 3780111, WA WA 1920 The WA 1600 lbs I ' WA WA WA 2045 be 2654 IW I 33W!be I ANCHOR CAPACITY TABLE, 4 AMham 01,94'MM CA.I UIMX 111e.12W Abm.(Fie.Bk WA WA WA WA WA WA W'A WA WA I WA WA WA WA NIA 1430 N - BAtmhom41054-MIn.O.C.I LLQp,b1o.12Y AM.El9g.9k WA WA WA WA WA WA WA WA WA WA WA WA WA WA 289111,3 )^'-2000"--r( 2A09haa04.68"Nh}.O.Ct Fa:ats ft t6. NOtM 3900• 450N ago W3 18190% 270 Ins 280lbs 354 din 74011,6 3740% 8980ss 8488% '94S 1110, 4428% 56022 4 Ancb=Q 1,71'Nln.O.Ct F-M(Fq.IUI 1590 e% I 70D be 1 505lb3 12118 IN WA WA I4701173 WA 5171b. I WA I WA WA I M lbs 1 985116 1120 be .250" NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANDARD CUP, TABLE NOTES: FIGURE 1: FIGURE I FIGURE 3: FIGURE 4: FIGURE e: FIGURE e:FIGURE 10: FIGURE i t: 1 SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ` 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE? �� .�;�,.•••""'••LYNtIt • • •• s 6.000" y10EN4• .<"� 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 No,58705 FIGURES: FIGURE 6: FIGURE SHEETS 211-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATION& *' •t _ ANGLE �.••Q y • • • • UEPAIRS. CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 600.WOOD SHALL BE PRESSURE-TREATS] Ca B �• a • iS- `• MUSTBE YELLOW SOUTHERNPlNEWETHANSGOFO.55.ALUM)NUMS)tALLBEB063-T5 AND8EAMlNIMUM OF.125"• ♦ • ♦ USED INTHICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK 18 GAUG ,STRUCTURAL STEEL.TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS UNTO METAL SHALL rXTE ND AT LEAST 3 SCREW A LAta•Bg (Li[rTHREADS BEYOND THE MATERIAL.#10&912 ANCHORS INTO WOOD MAY BE STEEL,18-8 G.S.OR 410 S.S. 7 X s'X.26' 1 MULLION FL P,E.#68705 TABLE 14A M418anCapacity Table 1rt2 Opening Wrd1h(Torwiflc**spamltp mtlliona)orOpentng Height(torharimtvaHy spafcdng IN60ons) C ¢ So In SO In 701n 0o h 60 k1 1m In 1201`1 1401n 1601n Roctx*utar TmgnfttD. Redanuntar Trddi'nmB Ft dm L1ul4r T'07114nll [4-2-4 n Aw T.yiica Rutasoutw TreWTdatg. F7tthrgww TmpMan,7. Roetmgl4ar Trapittta[43, Recian8ltar Traprn9arg Recimigukt Ttep R3srrQ 126"x11 2.11" Loadin0 L-49 Loft L-91v Lmduv lwdllqdIn9 Loadlre LOWIn0 IdnB Lnadllq Iodine l.4mft Loading Load4g Lo9dig Loadllg toacom �Y 4N x.126*Alum g g I .7ub667W1 N lL FI fill I I H I 1 i 42h 1442 828 167.0 428 120.2 628 144 49 1020 528 1388 414 526 134.6 411 801 628 1311 411 721 628 1341 411 601 525 134.1 411 81.3 626 134.1 411 45,1 528 134.1 411 0 to 48 In 968 iW ]000 333 80.6 ,4W 94.7 379 68.0 4W 68.4 320 43 81.4 317 60,7 403 78.1 315 463 4W TOB 314 40,3 4W 78,0 314 34.5 403 78.8 314 30,2 4W 70.6 314 Tn 60826 to 82.3 382 91.0 301 648 3S2 78.3 284 688 32 718 294 362, 672 286 45.7 382 64.8 284 412 382 818 283 34,3 332 63,5 20 234 362 83.5 283 28.7 852 535 283 a _ 64 In 87.6 310 74.1 207 68.6 318 642 261 406 318 67.7 258 310 636 253 37,7 316 60.8 250 338 316 406 248 283 318 48.1 248 24.2 310 401 248 212 318 49.1 248 ujC)601`1 <9,5 266 53,1 216 41.2258 467 214 25.3 258 40.7 210 268 37,2 207 27.8 258 34.8 204 247 256 314 2W 206 25B 322 201 17,7 268 322 201 166 268 32.2 201 r rp UJ U531n 42T 234 46.6 200 3S6 234 34.1 183 305 234 34.7 192 234 31.6 189 217 234 204 ]es 21.4 234 280 184 17.8 234 26.6 183 18.3 734 266 183 13.4 234 203 183 LU Z #II ®In, 372 213 34.4 183 31,0 213 33.7 176 29.5 713 29.8 17B 23.2 213 TXO ]T8 206 2f3 28.1 170 10.6 213 237 169 156 213 222 187 113 213 220 166 11.8 213 220 156 2 Z (/)z 72 in 206 178 301 165 218 1T9 25.8 152 204 179 726 148 17,8 178 203 147 158 178 18.7 145 Z D 78h 243 161 23.4 140 20.2 191 21.8 197 17.4 181 19.0 136 15,2 161 17.0 133 d Z 78 h 2;6 152 7d.6 123 108 152 19.8 131 111.1 132 17.6 128 m Q R 1� LE 14B AnehorCoopeetfahla a ANCHOR CAPACITY ADJUSTMENT FORMULA: F6{Q... d ` I - � suzimtC 2.7k Connate 3.9t COn;. hoobw cmu FIIledcuu PT Wood mcm (DP_)X(ANCHORCAP.w,,::) ANCHORCAP._ 0. � r� O$O t MULLION CAP.,, n $ SI16'Ek0 1/B SsElco 6/18'Elco V4'S9 Eko wl0 stere 912 S1e:1 M2 Steel ID AM.R4t 1YpY ;VS6"Eko ldt24rt1 IIP Ekott9tacm 6I16'EIC4UNa1M f/4^Eko LAtnu4n N AnchorCSp PatO6m5 Oarurm A9gamttr Wt6xm ag�xor sears{65)sans¢61 anew{cgs} tiSE THIS FORMULA TO OBTAIN THE"ANCHOR � �uyl Ee�6naterce pnk t^ alrr 1• ave 3-"- 1• ave" 1° a7fY 2" 3-11' 7 0.46' Dam o.sw CAPACITY REQUIRED°CORRESPONDING TO AN B i x y Fmcement I-Tk' O sa4' 1+114" r i-u4• I-V4fatr. 1-u0.° 1-If 1-474• 2 1-see• j.:W rases ' ACTUAL PRESSURE REQUIREMENT FOR THE 4Ancl1MCV'W&OLC.t 2r6AngI813ip67 Ix 7d01te 70.1®s 66oIo1 15mhs teB6As 540. twws IVA 7MMS 74Baa 86DIC1 IM2Ms W21M Mtn 14301ts OPENING,WHENITISLOWERTHANTHEMULLION �- Z CAPACITY(FROM THE TABLE OF THE SELECTED 0.ggge g MULLION,IT WILL YIELD A MINIMUM ANCHOR t ;F CAPACITY WHICH MAY BE USED TO QUALIFY 8 AMTIONALANCHOR OFTIONS FROM THE ANCHOR CAPACITY TABLE, PRODUCT REVISED as complyyingg vAth the Florlda Bonding Cado HOA-No. 17-0630.01 Explraticn Date 05126/2021 9 BY�G ' TABLE NOTES: MIomFDe row"¢ Con ro 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1268"� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE I} 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.118 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ' ANGLE CLIP MUST BE USED IN PAIRS. _1 CCONFORM 114191 1!/j 4)ONCRETE BLOCK UNIT(CML)SHALL CON ORM TSUBSTRATES:CONCRETE SHALL CONFORM TO O(ASTM C•80.WOOD 301 SHALL BE PRESSURE-S.HOLLOW AND TREATED T ��\aO�Y•�••NN/Lj 7�77i YELLOW SOUTHERN PINE WITH AN SG OF 0,55,ALUMINUM SHALL BE 1083378 AND BEA MINIMUM OF.125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.2W X 2.11'X.125 MULLION ^ '• ,�•�%, LEAST,126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) * Na,68705 THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 1 FATE •t{7�: ei ^.�ORIDP,�'O,'C1'� 11.... �Q1V...... ` A, MI R,P.E. FL P•E.#68705 Taste 15a Mullion Cap6o@y T•blopbsRt OpsnhrgW ih Tar%elftca sp6isdngmftm)orOpeninoHoiOh#(forhofimnt*-epwyingmUAam) G 50 In 60 b 7D in 601. so In 10019 120 N 1401. 16011 -know" Tr4¢JMang. R-1-artar TwMan0, Redang,dar 7}ep✓'Tdmg• Roct.Mdar T.P7M-4 RePnngdar T-0711x90, Rectmg Timn'Tdan; Ractan00fer RgVWen0, tmen7gtdar TraP7Mmg. RSWng1#r T,ep'Wog. 3.26.30 La.'bo L-dn2 L4adn0 LIZ Laaft Loafing Laadng uzon0 Loafing Lmd,g L-049 Leafing L4adng LoWg Loading L4aft LO.Ew lmdog P.y, a •$ gggg_ 3 A _ L• _ 2^ rx, a t`_ D D L v... f.. t.. I' t S fz BAYAAU L g� iS� t5 a rg� cS g �� 1-81-: T 2.1 c1� r g a � � w z � 420, 170.0 620 170,0 438 170.9 744 I= 474 170.0 068 170,0 500 171).0 i� 17DA Sig 170.0 ilia 170,0 627 1799 1240 174.0 627 770,0 1496 170,0 621 170.0 1736 170,0 621 140.1 1740 170.0 821 4�J� „7 � 40 b 179,0 799 170.0 524 170.0 650 110.0 581 170,0 602 RO.D 630 170.0 7133 170.0 661 170,0 1275 170.0 077 170.1) 1417 170.0 680 162.2 ISM 170.0 680 130,0 1622 170.0 857 114.2 ISM 170.0 no 9X 5 !A 60.826 in 170,0 747 170.0 683 170,0 9:6 170.0 871 170.0 1046 170,0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 1843 1443 f10.0 768 136.8 1443 170.0 758 117.3 t443 170,0 766 IMM 1443 170.0 75S W 'o 54 In 179,0 787 170,0 642 170.0 858 t70.0 179t 170,0 1116 170.0 754 f7o.0 1278 170.0 11Q3 160.4 1353 170.0 637 144.3 1353 170.0 856 1203 1363 170,0 ael IMA 1343 170.0 881 00.2 1353 170.0 981 a: ea 8r 1709 983 170.0 An tTD,D 1003 170.0 701 167,0 1218 170.0 873 740.E 1210 170.0 944 128.9 1218 159.9 038 116,9 1218 1511 924 07.4 1218 146.1 913 83.0 1218 146.1 013 731 1218 148.1 M3 h to (,71 6314 170.0 830 170.0 745 170.0 ilia 170.0 650 160.2 1150 168.8 933 131A 1150 153.0 914 Ilea 1160 441.9 888 f08.1 1160 1343 896 878 1150 126.7 971 75.1 1t6o 1282 870 65.7 1160 1282 870 LL1 aZa 0 66 in 170,0 074 479.0 700 152.4 1DO 165.8 891 130.6 7048 146A 084 114.3 1098 133.1 860 101.6 1019 123.4 We 01,4 1048 118,0 830 76.2 We 109.4 821 6513 1049 1082 918 57.1 1048 1083 818 �Lr 721. 441).9 809 N7A 784 71751 000 128.0 748 700.8 600 710.0 734 88.0 080 100.0 722 783 880 82.0 %2 7051 880 682• 703 56.7 080 782 803 50,3 880 7ES 888 44;0 840 76.4 696 a �Z •4 781st 110.7 704 72$.1 ego 99.8 790 10951 878 !75.5 799 83.3 fib3 74.8 784 83,9 652 80.5 7� 789 643 69.0 700 Tt.7 835 48.8 760 6S.! 514 420,, 790 82.2 age 37.4 790 510, an P < < 17 7814 110.8 750 IfSA 667 OZ3 'Be 98.1 644 70.1 750 48.8 832 693137026.3 621 111.1 780 70.4 012 65.4 750 867 605 482 790 68.4 694 309 760 50,2 698 34.6 760 63.8 886 i•• Q 5001 721 683 74A We 69.1 563 6Z6 491 61.5 5S3 64.8 483 45.1 476 40.7 503 44,4 468 116.1 663 400 462 30.0' 563 363 452 25.8 663 33.3 440 22.6 483 31.0 442 Q 131 N < LLLLLL1113 9014 5951 405 BM 443 40,4 405 51.9 436 4251 495 44,8 427 37.1 421 33,0 445 30.1 416 29.t 495 =2 409 ZLS 498 20.1 400 212 493 264 304 10.0 405 25.0 380 10-3 In 41,7 '391 4. 361 31.8 391 339 3AB 29.8 391 S1.1 342 26.1 337 23.2 301 24.9 333 20.0 391 22.0 326 17.4 391 19.7 321 U.0 301 17.0 616 t• 0,5 LOU C9 111 b J0.4 370 592 335 32.0 370 33.0 330 Z7.5 370 200, 323 24.0 320 21,4 370 22.8 316 103 370 209 312 16.0 370 18.1 306 D_ LU12001 30A 317 309 ZO8 25.3 3f7 260 284 2I.7 3i7 225 280 19.0 276 TES 3fT 17.0 O 144 In 17,6 220 17.8 203 L3 M Z ,0 0 TABLEI58 An43713rCa TabI4 ANCHOR CAPACITYADJIISTMENTFORMULA: Ug gin 80880ate: 2.7k fAnOrel• Sar Can0. Hoeow G4U (_ANCHOR -) OAPd FI1led OM P7'Woed WOW (OP-) ANCHORCAP.,m CV76•Emo 1/4°03EIW 6.76"Elan t14.138Eb4 01os1ad af2sted 1nzsled MULLIONCAP.,p,,,,., s PRODUCT REVISED A44h4r7yPs 31/6•Eta U5xa9 tu•Etw t80acan Otte•El66 utuaaon 714•Elsa V'�an tie {ee) Screw tcs} USE THIS FORMULA TO OBTAIN THEANCHOR as eomplyin9 with the Florida AnchorCOp Pattems U11=04 A9oaeamr Ube= Aoeoamr So" Sat&A BnB7DRg Cod• Edge Ix91an4e(nF t' 214" 1 2.12• 3.110" 7 2-tri• 1' 2.712' 2 31 9 T o.4e 0,54 0.324 CAPACITY REQUIRED•CORRESPONDING TO AN NOA No 17.0831).01 EmD.amant 1-s•4• taro• iar4• taro• r sur 1.1/4• 1-17x• faro• 7.7r4• 7�7rr 2^ tals" fare• tOiks ACTUAL PRESSUREREQUIREMI6YTFORTHE 2 MaM,a 035`4461.O.R/(7)215 A1pl6 Clps/D1D./P ME J9DM 450 n» ee1)i1* 1700W 279ie 2697TH 354Itq %4o lnv 37411* 7m W. MR. 341!99 442 x6954 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Data 05/26/2021 4A,.hom Q 3.5 Mh C.C,I W=An*COP.r ft 27. 78D bo 76070. Igo Tna I 187004 2526 be 5409ra 560ft FYA 1l209s 7451x9 6800ra I f8928u 682184 985 tbn 2120164 CAPACITY(FROM THE TABLE)OF THE SELECTED B Aad,ae a 2.71'MIH,O.C.J(2)35AnWe ql r 1r48.3G 17201na 1127144 096 Tao I 22481bs 2254189 NfA M01as WA 1059Ib NIA 79201b9 WA 102209 15271b4 16801be MULLION.IT WILL YIELD MINIMUM ANCHOR 44!x141-.p a proauc't control r• CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE I; ANCHOR CAPACITY TABLE. TABLE NOTES: • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, FIGURE Z 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. •126' ``.�apN..••••/(/ �7j� • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOVIANG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2& 30, FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. 250° NO-68705 Q' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO,001301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED 3. ��': •' *, FfGURE3: CONCRETE BLOCK UNIT(CMU)SHAD.CONFORM TO ASTM G90,WOOD SHALL BE PRESSURE-TREATED ; • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'SAY 1f LEAST.126'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION �Q•C+•'•. SATE r 4f�� • THE MATERIAL.#10&#12ANCHORS INTO WOOD MAY BE STEEL,184 S.S.OR 410 S.S. ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. '�7rfOnjA(•E'•��` // I 371st A.LYh{1GLLER,P.E. FL P.E.#58705 TABLE 16A Mullion Capacity Tablo Obsfiel 8 Opening WkIth(formlicabL-spairvlgmUlloro)orOponhrgHaight(for horI;mnb*spmidrtgmttfiorls) r2 s0 in 601. 701n so In 00 In 1001. 120 in 1401. 150 N W Reolmguta TYydrdaw. rwd-o8m TrvTdew. Rmtmi0. Treprild Reclanjrulw T�aW du* Radm9Nar 71apIDlew. Radsngder 7hpTdmp. RaONgi r TmWTllang• RecWg&r TraprIldang, Rectangular T1aWmaw. F 326"46 Laad610 Inadw Lcodng Lmdng 1030.0 Lnedno Loadn9 Loafing Lead Loadlw Lowing Loafing InedMr Lmdw Loafing Lcadbg Loedhtg Load.9 DEG,AL z r r r a _ BAY MULL gg� L � $� Is l4i v v be �^ $z W 421n 170.0 620 170.0 435 170,0 744 17a.0 478 170.0 868 170.0 506170.0 892 770.0 519 170.0 1110 170.0 521 170.0 1740 1740 521 170.0 1488 170.0 521 170.0 1733 170.0 S21 150.3 1871 170.0 521 vOi ,.r � 481. 170.0 70S 170.0 674 170.0 BSA 17MO 584 1MC MM 170.D 630 170,0 1133 170.0 661 17&0 1275 170.0 677 170,0 1417 170.0 680 163.7 1637 170.D 680 140.3 1637 170.0 680 1226 1037 170.0 660 e � LL SUIS In 170.0 747 170.0 '553 170.0 898 170.0 031 IMD 1045 170,0 584 170.0 1195 170.0 773 170.0 1345 1740 747 170.0 1484 17ILD 756 147.1 1552 170.0 755 125.1 1552 170-0 750 110.4 192 170,0 756 x W O c 541n 170.0 797 170,0 612. 170.0 050 170.0 091 170.0 1110 170.0 754 170.0 1276 170,0 603 170.0 1434 770,0 837 7552 1456 170.0 DO 120.3 1453 •170.0 861 110.8 1455 170,0 881 87.0 1455 170,0 681 a c0 O h 0 60 In 170.0 885 17a0 701 170.0 1063 170.0 797 1740 1240 170.0 676 151.1 13M 170.0 944 139,7 5309 170.0 995 125.7 1309 187,5 99b 104.6 1300 157.1 B82 89.B 1309 167.1 882 70.0 t308 16'1.1 982 ZZ 63 in 170.0 930 170.0 745 170.0 1116 170.0 650 1629 1247 170.0 040 1425 1247 1649 983 125.7 1247 1528 965 114.0 1247 144,3 852 95.0 1247 1352 038 61,4 1247 135.7 935 71] 12R 135.7 B:iS z 0. m C 88 h 170.0 974 170.0 780 170.0 1169 170.0 003 148,4 1100 1617 085 129,8 1190 147.0 045 115.4 1190 136.6 028 103,9 1190 12&4 914 88,6 1180 119.5 803 742 1100 118.1 903 64.0 1190 118,1 893 Z (0 rJ 72 In 161.0 1a10 162.0 6777 134.7 1010 144.6 559 '115.4 1010 1271 642 101.0 1010 114.7 828 80.0 1010 105.6 817 50.6' 1010 95.9 807 672 1010 90.8 795 57.7 1010 67.8 700 60.6 1010 87.7 789 Z c 76 In 137.4 006 1439 702 1145 906 127.0 775 98.1 ROD 107.7 701 85.0 988 90.2 749 743 NO 882 738 8&7 908 82.3 729 579 809 74.7 716 49.1 006 712 710 424 SW 70.6 7011 Q � 781n 127.1 881 132.6 754 7059 861 1175 735 00.5 DOI 68.9 725 79.4 651 80.5 113 709 861 81.0 703 63,6 661 75,4 694 53A 881 08.1 681 45A a61 84.5 975 39.7 881 633 672 Z FZ• Q ¢ 00 In 527 80 a5.4 574 6&0 648 771 564 59,1 648 MS 654 51.7 608 59.1 645 48,0 616 504 537 41,4 646 47,0 530 M.5 548 415 519 209 648 302 611 259 646 38.5 507 FO IQ- m yZ 96 h 682 588 70.1 508 5&6 568 59,1 409 45.7 566 51.4 481 476 60 45.6 483 37.9 508 414 478 34.1 506 3&1 470 2&4 588 33.4 459 24,3 508 30,5 452 21.3 555 28.1 447 a. Bn �� IW In 479 449 48.9 405 39.9 449 412 399 342 449Cq 35.7 103 70.0 149 31.7 367 76.0 448 2&8 362 23.8 446 2&1 377 20,0 449 22.1 388 17,1 449 20.4 361 15.0 449 15.9 358ul rE 117 k M.1 425 45.0 304 313,8 475 87.9 779 31.5 425 32.8 973 77.6 424 2&1 387 74.5 425 281 362 72.1 428 74,0 359 144 425 20.7 350 15.8 425 15.6 313 ® W Y O W to 1201. 349 361 35.8 331 20.1' 364 29.6 316 179 364 25.0 ml 11.6 364 72.0 377 194 304 20.5 313 17.5 384 10.7 309 O Q 144 b 20.2 253 2D.4 233T.16.8 253 17.1 230 m0 sO TABLE166 Anchor Ca eel Tabic lbsANCHOR CAPACITY ADJUSTMENT FORMULA: - o� � ANCHOR CAP.,,, , ftb h=6 77k Cmets 3.5k Caro. Hovm CM RI.d CMU PT Wood Mela1 (DP)X( N=ANCHOR CAP.- ug,Ek. v4•ssEke 5n8•Emo tl4.9sEko N#1081t"l1129;'1 512sted MULLIONCAP."o,- PRODUCT REVISED ArwtwType 911E Eke Ul.00n 114'Eko Uttmoan etc Eka 1030.0. 114'Eloy Uitmcan a9 comgplying with the FlOrlda Anchor COp PAttem5 Uitracon AggMQla Lfilmon Apgleaskr eamx 63s) Bunn 103) USE THIS FORMULA TO OBTAIN THE"ANCHOR euLldln C o Edge UA-0.,k r2-Irr 1• 2-ilr 34w I^ 2.112' r 24¢' r 3.110" r a54' o,324• CAPACITY REQUIRED°CORRESPONDING TO AN NOA-No. 17.0630.01 Ennbednua Ism t3r4• 7-914' 13x4• 7 1414• 1-U4' 1-V4• 1414• 1.114• 1.144' r Ia/3• lanes ACTUAL PRESSURE REQUIREMENT FOR THE 2A.oh=05'MinO.C.1(2)2n5AwbClipsILF%L17 3901. 300 k0. 4501. 8901b� 1700 Do 2702WIbd 354 ma 740ID ' 974lbs 7201bs SOON 442lbs 560 ks OP�NING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05126/2021 4 Archon Q39'MIn O,Q1(2)915 Ants Cep3 I(Fg.2k 78D bs 760&e 790 the Iwo lbs 2370.E+ S9a I� aha lbs WA 11201. 7481. 839 lb. 78971. ws1b3 11200. CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anahcn®271.1,0.O.G/(Z1233Ault Clips/(Fo.SX 1720 w0. 11201. X58 Na 2246 We 225490. WA 6401. WA 1050IN WA 1320 ars WA I=Ina 1860 I. MULLION.IT WILL YIELD A MINIMUM ANCHOR By CAPACITY WHICH MAY BE USED TO QUALIFY mlaall-Darwproaucl Control -' ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, ' FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3 MULLION AND-MULLIONDRILLED I CLIPS SHOWN ARE NN THE FIELD OT DIM SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 1-23. / �7,aNY LY11J�r • • • • FIGURES SHOW S TO BE SUGGESTED,APPROXIMATE HOLE LOCATIONS.RESTRICTIONS SHOWN ON SHEETS 21-23. .125"QN7 `�� '`,`••LICENSE /��: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLD *: No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED = •: • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TSAND BEA MINIMUM OF.125" --a THICK.STEELSTUDS TO BEAMINIMUM GRADE 33AND.045'THICK(16 GAUGE).STRUCTURALSTEEL TOBEAT �'J3 •:��` LEAST.125'THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %�.�•'•, TATE F • • THEMATERIAL.#108#12 ANCHORSINTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. %i/(�s'•.'OLORIDP.,•'G��`� ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. A.7LIYNN JYIIIyhEf3�P.E. FL P.E.#58705 { 1.000. 1.000- 1.000- 1.000- .125' 1 2.7 50* 2-750' .125" &126' 126" SASS' zow 2-000" .125' ua .2615' 126' L 126- M f 375, 650 XO.500° z L -T 0 -T -T ego, f W-1 W 1'X2*X.125'MULUON I-X2'X,375-MULLION VX2.76"X.376MULLION I*X2.16'X SSW MULLION I*X3.125'X.5'MULLION 1,25'X 3A88"X.265 MULLION 120'X 2.11 X.126'MULLION :3 X-SECTION 2 6063-TO ALUM 6063-76 ALUM. 8083-T6 ALUM. 5063-TB ALUM, 8083�T6 ALUM 606346ALUM. 6063-TO ALUM. X-SECTION XSECTION X-SECTON X-SECTION X-SECTION X-SEaTION .126' sz) co - TABLE A z STANDARD CUP LE CUP 2,C00. S063-T8 ALUM Dimension Value On)i X-SECTION 2.125" 6083:1`6 ALUM, For Mullion: kSECVON 0 U-CUP 2L ANG 1,625 s083-T6 ALUM. 1 11 X2'XA2W 125' X-SECTION S 2-eS4 Aluminum =44U 2! ...... C 0.895 Tube Mullion .125' D 0.740 Z< C) C" .125' t z � A 1.125 n z. 5.500* 8 2.4 1X2X.375* 52 CUTHERETO 2L- Akenlnurn U) (0 .375' 3.126' CREATE F-CUR SEE .375' 6.000* C 0.635 TuW Mullion FMIN. 30 MIN. I DETPJLF,SHEET4 D 0.490 -Z ENTER OF ANC r • T BOUNDARY, OUN' r B 3.000 1'XI76"X ------- 8063-TO ALUM. Me"L A 1.875 & A I U-CLIP A I- ------------------- .376Ajuminurn TOPVIEW 2)(SANGLECLIP C 0.757 Tuba Mullion PRODUCT REVISED P 6003-TO ALUM. D 1.118 an C.rnplt 9 STANDARD CLIP a TOPIVIEW with the Florida CENTER OF ANCHOR HOLE MUST LIE WHIN THE A 1.312 VX2.76"x Oullding c a 6063-T8 ALUM. DASHED BOUNDARY,SEE SHEETS 6�18 FOR THE OA-No. 17-0630.01 ANCHOR HOLE MUST UE TOPMEW CENTER OFANOHOR ANCHOR D.C.DISTANCE.MAXIMUM ANCHOR B 3.000 Y7ITNIN THE LE DASHED IOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER-Ifle'. Expiration Date 05/2612021 r. IS r C 0.476 Aluminum SHEETS 5-17 FOR THE ANCHOR MC� WITHIN THE EASHED DISTANCE.MAXMUM ANCHOR HOLE BOUNDARY.SEE 1) 0.836 Tube Mullion By DIAMETER,ANCHOR DIAMETER-1116". SHFET8617FORTHE rMurn a Product Contra ANCHOR O.C. TABLE 8 A 2.000 DISTANCE MAXIMUM PGT Part* B 2. 1'X 3.128'X 5.500, ANCHORHOLE Mull Dimension(sheet SW Alum .376* DIAMETER:ANCHOR Mullion Std.Clip OffsetClIp U-041p Angle Clip 0 0.863 'Tube Mug .375, MIN- DIAMETER+V16'. D 1.137 Kill. 1-X 2-XAW(5) ISM 666113M 6661118M 6667AM 666511M A 2,625 ------ -------------- 1-xr x.m.(6) 666006 666114M 6681119M 668244M BM12M B a-= 1.25°X3.188' T T'X2,75'XXVI M 66607 6WI15M 6661120M M245M 666513M C 0.862 X.2W Alum - 711ba Mull j-X2.76-X.65V-(8) 68WS 666`116M 601121M 666246M 6Ml4M 1.762 . - 1 1111" D 1X3,125" - 1.813 Y LYNIV "X 3.126-X WT 6667M 6661116M 6661114M 6242M 666516M 11.26 X2.11- A .121 Alum ---- - 1.2WX3.jWXjW1(l2)j 65641M I 6661117M I 6661113M J 666241M 665516MI - Tube Mull 1.26'X2.11'X.125"(IS) $9370 NIA NIA WA 666617M 1¢ No.66705 OFFSET CLIP NOTES: .127 6053.76 ALUM. TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. • 4C .740' E �:,*"'40RION 2)SEE SHEETS S-S,12&16 FOR SUGGESTED,APPROMMATE HOUS LOCATIONS&ANCHOR O.C.DISTANCE. ........... 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL 11._ 8705 1.000. 1.000- .74(y- 063" .385* A�W I 4.0DO" '1257 STANDARD CUP 4.000" 4130' 2.626' 2.0)0" 6063-Tr.ALUM. 2.125' .125' X-SECTION U-CUP 2A W WANGLECLIP We 6CS3-TO.ALUM. 3-T6 ALUM, X-SECTION ,126' .125" .126' X-SECTION 26' -A 5 ;ANDAR TS 2 52 UM X.SE.ON iJ .031" Et 1L 0 tU ,726 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE to .165, 7.. DASHED BOUNDARY.SEE FORME.376' FO 0 - ANCHOR O.C.DISTANCE MAXIMUM ANCHOR it X T -T -1. -T HOLE DIAMETER ANCHOR DIAMETER 11161. m I 4'X.12S' I"X 41 X.376* X 4'X 375' 6.600, LU (a a MULLION MULLION on z C) U) 6083-76 ALUM. 4063-T8 ALUM, 60S346 ALUM. .3757" 3.126° CUTHERETC .3757 6. m LU .37V 0 W Q) X-SECTION X-swncii X4ECTION CREATE F-CLIP,SEE Et. MIN, W Z MIN. DETALF.SHEST4 .WycN 1.694' '70 LU vmm 4 1.594' --------- H ----------- CENTER ROr r---------\--------- -T ANCHoLE I .376' M :E 1 MUST LIE WITHIN MIN. :R (L I 10 THE DASHED < BOUNDARY,SEE It 2.8 Fee---4- 1- f -4--l- SHEETS 10.17 FOR THE -------- AGO, ANCHOR O.C. 31 DISTANCE .Iuu" MAXIMUM ANCHOR HOLE i 1� 52 S2 ORMETER: J (n to .1004 L - ------- L_«..__.,- ANCHOR IL___....._________-_«__--j - :) 3: �: .low Z-- DIAMETER+ljlo� 0 0 .624' 1 < 62'4. 2X5 ANGLE CLIP 6053-T6 MOM I I STANDARD CUP U-CLIP ALUM EKY 1.250' _�i CENTER br ANCHOR HOLE MUST LIE 6063-TO ALUM. fI063-T6 ALUM. TOPMEW --i .82wv mm-=zOn" TOPMEW TDPVIFW 125"X3.2SIX.1cal 126"XII.26"XR24" (THIN THE DASHED BOUNDARY.SEE MULLION MULLION 1,26'X 3.9C X=C SHEETS IOA7 FOR THE ANCHOR D.C. PRODUCT REVISED 1,2x0STA TABLE C TABLE C CONT, as comp with tho Florida WQF.Tfi ALUM. 6005-TS ALUM. MULLION DI NOE.MAXIMUM ANCHOR HOLE !Imenalan 1=1 X-SEcTION X-SEC71ON 6006-75 ALUM. DIAMETER:ANCHOR DIAMETERt 1116-. Valuoiln)IForMulliam: Dimension Value#p)I For Mufflon, Oultding 0 .OA-No. 17-0630.01 X-SEC71ON F 1687 I"Xlr x F 1.938 0 1.000 .426' G 0.600 X.6241 Expiration Onto 05/26/2021 SAW &SOO11 H --E6W- AjtjTntn= H 1.438 AlLoInum I T 1 3.250 lube Muglan 13Y 1.87r J26* .375" 1000 ube MWIW 1:��- � 1.377* .1281 MIN. F &187 V x1v X F 2.025 i.26'X3."' IffiRm!!=dUct Control G Q757 .318, G 1.125 X.624* --- --- - ----- H H I.SDO Z430 Alumlmvn A1=1rum I 3,000 Tubavr 1 3.250 Tube Muftn F 2250 125'X325• F 2.813 30'Ba Mull 0 1 0.760 1 X.100' F I 2876 .1261 41- 2250° 65D: Altar So I Tylae Mu9bn 3WOP i H 12 o� Inum )=E'M�-MCH0vWQ`NTE`Fnt ,12 __I 371 & fr4S-SAY MULLION &250* 1 1 1 1 TABLE D 11111", 30*BAY MULLION 0003-T8 ALUM. ------- Mull DITnenaton PQTPmrf# -ff, M. .N . ......... 4 SWS-Te ALUM X-SECTION X-SECTION I 15heoto) 11 Mullion Bid,C41P Ofttcgp ,011p Anale Clip -7'-X-4-XJ26 (l0) Z' OFFSET CLIP 69364 688111M 668ii22M 680241M 66018M 606346 ALUM. l'X4'X,375`(li) 64610 eaw2m swiinm esezam eamem No,58706 .226 TOPVIEW 228 ,J.-4 14 X4-X.375°'7(11) em3 69042M Will 123M 68824M 668819M NOTES: .74(P- i.25-X3.26-X.I00-(I3) 20I60I220312 6661I27M 860104M 6662410M eMliSM -X.SZ0(I4)101$I=3IS 6681 128M 6801125M sm G 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. I.W X325 6430201M 66wilem •4v 11.26-X 01128m 6OZ41M 606517M 2)SEE SHEETS 10,11,13-15,19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS, Deyt66{79) 88649 NJA NLA LA Wlllo�i L i ONAL 5�4 %\ 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 6S&-4 NIA N,A I A I 68willm A.LY"NN MILLER,PA- FIL P.E.#58725____j TABLE E Mull Dimension PGT Part# (sheet#) Mullion Std.CIlp I ip � ''j r-.125• ( -«j r-,.123, ��.1�" �+� 2"X4°X.25"(16) 66602 666261M 6S6271M 6685112M o 2 Xfi"X.25"(17) 86604 666262M 666272M 6665113M STANDARD CUP I -CUP 2X.5ANOLECUP gnill gu 2'OW i BOXON 2B 2.125 BBXBSTEGTI6063- . NOTE& •SECTION tiY ,DgD^ XSECTIONECTION t 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 125' { 1251 125' ( 0 w DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L N 2)SEE SHEETS 16.17 FOR SUGGESTED,APPROXIMATE 5 OOOZ BOLE LOCATIONS. 1.490' � -1.490'-•»-� 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. to 3.500" U 2.000" 5 CREATE F-CUP, 5.000' 375' ct w o 'L ' SEE DETAt2 F, .MIN, MIN. p W ' MIN. r 3HEET4 MIN. .375' � � O m � --- g N z r------------ -^---^- -- -- � I i t i--------- . z z w g �• m p O 4,000' i _ i I i p•o z 250" 2•X IV X.251 i-�- ^-- -�-h 3,438° + 3.438° rL' L MULLION 6083-T6 ALUM. I I I 3.4138" I I ti� a a3 en X•SECTION a tt] � � I L I I .375' z w fE -______� L---------------------i MIN.STANDAROCLIP U•CUP,6083•T6AUlM. 2XSANGLECUP OF ANCHOR HOLE MUST UE 6003.76 ALUM. CENTEROF ANCHOR HOLE MUST LIE 6D63•T6ALUM� N2�" THE DASHED BOUNDARY.SFU; TOPMEW SEO FOR 2'T4O° U�LL�`ION,SHEET I6 WRH{N 7HE DASHED BOUNDARY.SEE TOPVIEW D.� SHEETS16-1TFORTHEANCHORO.C. SHEETS 16.77 FOR THE ANCHOR O.C. Q 4"� DISTANCE.MAXIMUM ANCHOR HOLE ENTER THE ANCHOR HOLE MUST UE DISTANCE MAXIMUM ANCHOR HOLE U a, OTAMETER ANCHOR DViMETER+ttT6', WITHIN THE DASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMETER+1116. SHEETS 16.17 FORTHE ANCHOR D.C. PRODUCT REVISED 5.500' DISTANCE.MAXIMUM ANCHOR HOLE as compl4yingg with the Florida CUTHERETO DIAMETER ANCHOR DIAMETER+ills°. Building Cetle �•--2.QOD'-•-) .375 3SOD°-----I CREATFF•CLIP, 7b• 5.000' NOA-do. 17.0630.01 MIN. t 1 SEE STAR F, SEE MIN. '375 Expiration Vr 5/26/2021 -.. _ MIN. -'I_ -`--`-"'--•""-`-••``-'� Mlam a ProductControl i I I I I t 4 .250° 6.000• -�---.- -r-^_ _ 4.656• r { I 5.438' +--------I Tj 1 6.436 5.438` I i 2' MULLION i { i ' `� c1� •LtCENgE-�.��!��r 6083•TBALUM. } ti*': 'fes XSECTION 1 I I I No 58706 t t 1 i I .375" /'• 7k' i L---------------------j MIN. O t J�1t STANDARDCLIP' U•CLIP �� •'•:�ORIDP,••'• �, �� ,250" 2X5 ANGLE CUP BDTOP MEW3--T6 ALU M USED FOR 2'XX 61 ULLION SHEET177 608Op EWM �'��sjoNAL TOPVIEW A.L41Wh JOAR,P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES,THE WINDOW FRAME DEPTH is 2-1/4!.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/&0.0 PSF. NOANCHCRS W HEAb 1)INITIALLY ASSUMING THAT A 1-WIDE MU WON 13 SU rtABLETHE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32"+32+1'=65'•REFERENCING SHEET 25,THE COLUMN USING oIle RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-1W AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF-80.0t-60.0 PSF,IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE LL -" -SEE SEE FENESTRATICK FROM TABLE 3A,SHEET 7.THE I'X2-75"X.37&MULLION(LENGTH-72',OPENING WIDTH-70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD PR O13UCM NOT BE SUITABLE FOR THIS APPLICATION. APPROVAL FROM TABLE 4A,SHEET 8,THE I'X 2.75'X.6S0*MULLION(LENGTH-72',OPENING WIDTH-70*)HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE E Eel MULLION OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 04 LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR-TYPE,ANCHOR QUANTITY AND CLIP TYPEREQUIREDFOR THE WOOD SUSSTRATF-BOTH THE STANDARD CUP WITH(4)#12 ANCHORS AND THE 2X5 0 ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z L SEE DETAILS. 0 w jjj/ 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRA71ON PRODUCTS,WILL SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS To MULLION. -OOX PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 7L7 PSF WITH AN ANCHOR CAPACITY OF 636 LSS.ALTERNATIVELY. LU L IN THIS EXAMPLF,THE DESIGN PRESSURE REQUIRED WAS+/ 2 ft NOANCH&iSjRWINDOW sl� THE ANCHOR CAPACITYADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE MOT DESIGN PRESSURE OF 60 PSF: DO C3 w 32- S, CO uPFJJIN j mx 636 URS 3wteop u 524-91-13S (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48) Z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAM % DESIGN PRESSURE OF+5110ASS.0 PSF. F DEPTH IS 2.3W.THE 0 PENNG REQUIRES A FOR THE VERTICAL MULLION; 1)INITIALLY ASSUMING THAT A I-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32-472-0--105-AND THE OPENING WIDTH IS 39'+36"+I'-73.REFERENCING SHEET 25, z C.4 THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULUON TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 248',AND WILL GO EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50,01-55-0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. o r a. SEE DETAILS, FROM TABLE 3A,SHEET 7,THE I-X 2,76-X.376'MULLION(LENGTH=108',OPENING WIDTH-801 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 13+1-15.1 PSF YMLILL MOTH SHEETS 2-3 AND WOULD NOT BE SUITABLE FOR THIS AppUcATION. V) FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250-MULLION(LENGTH =108 OPENING WIDTH-80')HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q r Z 0 FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 8 U) Rof 3 SEE SEE FENESTRATION DETAILS, BECAUSE ITIS NOW KNOWN THATTHE MULLION WILL ADD rTOTHE WIDTH OFTHE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74',NOT 7WASPIREVICUSLY m SHEM—� 2.4 .0 TO MAINTAIN PRODUCTS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FORTHEADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCE m APPRO�IAL THE 73'DIMENSION(35-If2'+35,lJ2-+r-73j. PRODUCT REVISED as co with the F#Orlda r 2)USE TABLE 1ZB TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Du VERTICAL I CONCRETE HEADER AND BILL ARE 61 WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE a-,CARS MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NOA-No.Oaae 17-0630.01 MuU.m1ON USING THE STANDARD CLIP WITH(6)3116-ULrMcON ANGRORSATAN EDGE DISTANCE OF 2-112'ONES AN ANCHOR CAPACITY 1050 LBS IS 'ENOTH _V—.E. Expiration Date 05/2612021 a DErAILS, DETAIL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY.OF 971 LBS. OPENING SHEETS Z4 SHEL73 FOR THE HORIZONTAL MULLIONS: By z 49 HEIGHT - � 7-9maouentm) FOR BECAUSE THE VERTICAL MULL WILL BE A2"X 4"X a60"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULUONS,ALTERNATIVELY,ANOTHER HORiZ MULLION TYPECOULD 89 CHOSEN. MIILUON 1)THE MULLION LENGTH Is 36-AND THE OPENING HEIGHT IS 32"+72"+2"=106".REFERENCING SHEET 26,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE S2 USED.FROM TABLE 12A,SHEET 116,THE 2'X4X.25D'MULLION(@ LENGTH-42*,OPENING HEIGHT=120-)HAS DESIGN PRESSURE OF*1-170.0 PSF WHICH EXCEEDS THE SEE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE!THE ANCHOR CAPACITY REQUIRED OF 621 LBS. 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 a" 2-3 WIDE.IF THE MULLION CUP WERE To BE CENTERED WnHINTHE S',CARE MUST SETAKEN TO MAINTAIN THE FASTENERS WI EDGE DISTANCE.USING THE 2X5ANGUE CLIPS TH (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER.AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. Lu X ," %#LYpV 4)FOR THE U-CUP IN INE HORIZONTAL MULLION To VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS. -CLIP SHOWS THE ANCHOR TABLE 0) 111 4 1, / CAPACITY IS 1074 LSS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITASUE.FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE z OPENING WIDTH FOR VERTICAL MULL!�J ANCHOR TYPE IS A#12 STEEL SCREW. *. No.68705' FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: CL +1-61.7 PSF FROM THE VERTICAL MULLION: +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION) Qj THE LOWEST DESIGN PRESSURE IS 4144.7 PSF AND wCuW APPLY To ALL OF THE MULLIONS. • VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED INA.L IQI L pz ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 0 0 FLP.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: I1�� 3a Y / PW PW ' j, k I iJ Z l PW f g x Gi fj i 6 N SH/DH SH/DH m-mH SHlDH !I FF PW PW b N wd !t1 � ° W LOADING OF VERTICAL MULLIONI /f/ / /�/ C h l l W0 LOADING OF VERTICAL MULLION Siil OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS � % � 'l � a � m � HINGDOOED co t SGD g Z Z PW1 -- ....—^ LOADING OF VERTICAL MULLION w CO C) PW i LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION d A B, W Z —,C04 PW PW `' 0 I PW f j I PW � 2 SHIDH SHlDH i O Q H SH/DH 0 3 3 HJDi a< � � k , f f SKDH ci / j j7 PRODUCT REVISED LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION t f f as comp! ng with the Florida SILL OF WINDOWS NOT ANCHORED• WITH INTERSECTING VERTICAL MULLION I I I 9 Coda 8aiidtn PW PW HR NOA-No. 17.0630.01 { _ P.uptration Date 0512612021 I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL i MULLION MIe ProdUat Control HINGED VA DOOR PW PW NOTES: t j 1)DRAWINGS ARE _ RERESENTATIONS OF TYPICAL CONFIGURATIONS. DO tNt I _ MAY BE CONFIGURATIONS FROM THOSESHOW L 1L. 2)IF THE LOADING TYPE CANNOT .�`gNY LYI+�� t I PW 6E DETERMINED,USE PtN PW i 1 RECTANGULAR LOADING. ��•' L�ENS '••�(,��tp I / 3)SEE PRODUCTS'APPROVAL FOR ~*: No.68705 s t LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I ,..rte ACTUALANC1HORL4CATIONS. ,,•0 PANEL OF HINGED DOOR IS Ntl7 CAPTURED ORANCHOREO WITH INTERSECTING HORIZONTAL MULLIONS j `v' f �•. �,(u�: i I SOD O 7A i wi g•:"4OmDPA•.�•`�� I LOADING OF VERTICAL LOADING OF HORIZONTAL S/ONAL�•N �` A LrYTdWIkL6E ,P.E. MULLION MUWON FL P.E.i/68705