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SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACTOR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE On 8 MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE D o EVALUATED By AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD SUCKS IF USED, GENERAL NOTES....___.__,...._. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRU--TIONS........ FIGURE 1: ELEVATIONS.-__-_ MULTIPLE FOPENING WIDTH FOR VERTICAL MULL ARCHES M BE 2)THE TYPE AND AILRABER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS,MULLIONS MULL TO ZX WOOD.„__._._„,„..2 MULLIONS INSCRIBODINSIDE HAVE BEEN TESTED AS"FREE-FLOATING*AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS,BUT SHALL MULL TO.IX&MASONRY._....,._...2 SEE DETAILS OF MORE THAN IW FROM THE CLIP. INSTALLATION NOTES——2 A-DAH; REDTANGLx MULL TO MASONRy-__3 to LL SHEETS 24 MULL TO STEEL 3 SHAPE 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL.............-_3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.L/180.THE IT3 STRESS INCREASE WAS NOT USED ALTERNATATECUPS..__-.__._.4 0 (n IN THIS ANCHOR EVALUATION-THE C6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. SAY MULL INSTALLATION._...._._.4 7- I X 2 X.126 MULL SPECS___._5 w 0 LU X 2 X.375 MULL SPECS--.-.6 _j :r 4)PROPER SEALING OF ENTIRE ASSEMBLY I$THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 11 X 2.75 X. MULL SPECS.__7 _j U) INSTRUCTIONa I X 2�75 XJIS MULL pE CS _1 1X3.125XMO MUSPE�C9 SEE DETAILSitt 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X 4 X.126 MLILL SPECS,_io 0 Lu 0 0 iR Im — c� DO ATHRU G; SEEDETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET24.FOR MULTIPLE UNITS,CONSIDER I X4 X.375TUBE MULLSPECS 11 co 'SHEETS 2-4 A THRU G. I LU SHEETS 24 ONLY ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN I X 4 X.376-r MULL SPECS 11 cl) 0 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 125 X 36188 X mm MULL SPECS_12 2 .25 X 3-5 X.100 MULL SPECS, 3CPENOtG 0 VERT. 1.215 X 3.WX.624 MULL SPECS--IA m Z ELI HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWNON THETABLE(S), 12SX3. X.624MULLSPEM 16 MULL FOR 94 6 :` cl LENGTH HORrZONTAL 2 X 4 X.25 MUU SPECS-__16 w :mm) z 10 LL 71 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 9 X 25 MULL SPECS_„._.......17 <q _1Z SEEDEXAILE, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 1.26X 2 11 X.126 MULL SPECS_18 SHGET3 AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30*X325 SAY MULL SPECS 19 LU -45-X 325 SAY MULL SPECS__._2D REACTIONS. z EXAMPLES 7&7 .2-4— Z, FENESTRATION 8)REFERENCE.TEST REPORTS:FTL-6443;ELCO ULTRACONfAGGRE-GATOR NONS LOADING EXAUWii__*7..__'=2S e- _j A*0 40 PROCUCTSMAY BE OF 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING LU MUST ANY TYPE w w M BE CODE,AND ARE APPROVED FOR IMPACT AND NOWIMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH z MANLIFAcTIA-mb PST-APPROVED FENESTRATION PRODUCTS RAVING CURRENT APPROVALS.III ayprT. Lij Q ?yam C) c) 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ IL Do SEE DETAILS �0 A-DR.14; ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING HORIZONTAL 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASS X R II MULL SHrErS 24 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS N0A_ LENGTH HORIZONTAL uiR PRODUCT REVISED U. do MULL — BdhisMing with the Florkla LENGTH INSTRUCTIONS: NIOA-No, 0 17-0630.01 ADDITIONAL EXAMPLES Or MULL CONFIGURATIONS 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS" FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 05126/2021 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. By f---HORV-MULL LENGTH---1 -—Mae Vrod..t Con r " LE"NUGTH�_ —O __11WDY f 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR!OR F / OPENTWNG 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBSM FROM TABLES 1A THROUGH IK ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING � HEIG �l THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPIENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE OPENING MULL FOR HEIGHT LENGTH HORIZ_ VERT. MULLION CAPACITY(LB—SIFM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(ILBSIFT-)FOR THE OPENING OBTAINED IN MULL mu- STEP 1). LENGTH L,Ell L N 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE FIND THE VALUE IN THE NEXT WI COMN ANCHOR CAPAC REQUIRED S.THIS VALUE REPRESENTS THE NDLOAD TRANSFERRED TO THE SU BSTRATE BY THE ANCHORS AND UST ST BE MET TO IT ATY TAIN THE FULL MULLION CAPACITY. SINGLE MULLION SINGLE MULLION 6)FROM THE ANCHOR CAPAC(TY(ES)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE Ly CHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR 4OR— : ANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN AN CAPACITY ISIMET, \ICEN SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROMFIGURE I ABOVE IF THE MULLION CAPACITY(LBSIFT!)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSFP FOR N0.58705 OPENING,YOU MAY USE THE'ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN 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(FUC),6TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIM FOR THE FENESTRATION PRODUCT BE USED AND CO If if *2014 FLORIDA BUILDING CODE(FBC),5TH EDITION COMPARE WITH THE FINAL MULLION 0 .4 :ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY(LBSIM OBTAINED FOR THE MULLION SYSTEM-THE LOWER OF THE TWO SHALI.APPLY FOR THE ENTIRE MULLED FENESTRATION ALUMINUM DESIGN MANUAL,ADM-2016 PRODUCT ASSEMBLY. _��.......... -AISI 6100-12 /()NAL *AISC360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TOAPPLY FOR A PERMIT. A FL P.E.#58705