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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 REST INSTALLATION METHOD.OFMONAL IX OR MiOOD BUCKS IF USED, GENERAL NOTES.......-..._...._..._.. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BYOTHIERS. INSTRUCTIONS-........... FIGURE 1: ELEVATIONS.............. MULTIPLE R77CAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.NILIWONS MULL TO PX WOOD a INSCRIBER HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DtRECTLYATTACHIED TO THE MULLION CLIPS,0 MULL TO IX&MASONRY_-2 Q MULLIONS UM$HALL INSTALLATION NOTES.,--2 SEE DETAILS NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. MULL TO MASONRY______3 A.D.G.H., /-RE SHAPE FOPEN",O""o_HF VF SHEMEUSL24" MULL TO STEEL 3 cli 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED NULLTOMULL._--..._._.-._..__-3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN11160.THE I73 STRESS INCREASE WAS NOT USED ALTERMATATE 4 IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. SAY MULL MTAU.ATICN---,.--4 zUl I X 2 X.126 MULL SPECS--.-.6 0 IX2 376 U.SPECS_.-___6 _j 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONS1131LITY OFOTHERS AND IS BEYOND THE SCOPE OFTHESE 1 X2.7A5.X.3`MUAJLLEPEGS___7 fit INSTRUCTIONS. :D / I X 2.75 X.Sl MULL SPECS____a SEE DErAILS 1 X 3.125 X.500 MULL SPECS_......9 z -2 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X4 X.126 PAULL 0 LLI C) a ATHRUG; IT SEeOETAjLs ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MUL77PLE UNITS,CONSIDER I X 4 X.375 TU13EMULL SPECS_ 03 c:l SHEETS 2-4 1 X 4 X.375-7 MULL SPECS 5 CID w i A TKRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND AN CHORAGF TABLES.THE LOWEST DESIGNOI SHEETS24 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1125 X 3.188 X 266 MULL SPECS--12 z 25 X 3.25 X.100 kKU SPECS_13 w OPENING IERT 126 X 3.25 X.624 MULL SPECS__14 U)l -liv. I HrJGKr z I <1 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 125 X 3.94 XX24 MULL WECS-IS z 0, HCRIZONTAL ALL' FOR 13 LENGTH2 X 4 X.25 MULL SPFcS 16 ? _90 SEEDETNILS, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,WOOD BUCKS BY OTHERS,MUST 2X 6 X.25 MULL 17 z HEET 3 6 MULL 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT I26X2-IIXA2 U SPECS AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 37X 325 BAY MULL SPECS 19 45*X325 BAY MULL SPECS _20 REACTIONS, MULLION a CUP DIMENSIONS,','_21-23 I- Q O z Eq co EXAMPLES I 2_ __.___24 0 F- 2 8)REFERENCE:TEST REPORTS:PTL-6443;ELCO ULTRAOONIAGGRE-GATOR NOA�S LOADING EXAMPLES._.__._,_'25 L cn GD FENESTRATION 9 8 PRODUCTS hMY In <—Q -BE OFANY TYPE 9)MULLIONS AND CUPS HAVE BEEN DESIGNED&TESTED 70 COMPLY WITH THE REQUIREMENTS OF THE FLORDA BUILDING Lu 0�MUSTBE CODE,AND ARE APPRCVED FOR IMPACT AND NON4MPACT APPLICATIONS.MULLIONS ARE CNLY TO BE USED WITH w LU MAN z In (o III PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. w Z�: BYPUFACTUmD GT. < O 0 0< 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVf-v_ a-6 =_ ko 0 60: ,/SEE DETAiLZ 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY 13 UNLIMITED PROVIDED THAT THE SPAN AND OPENING SHEM24 II — WIDTHIHEIGHT OF EACH INOMD UAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH HCRZONTAL PRODUCT REVISEs cow I- With th-FondaFl MULL LENGTH INSTRUCTIONS: NoA_Nq dl 0. 17-0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS- 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT'1 FOR THE OPENING USING THE ASCE-7 STANDARD. E-pimti-n P.t.0512612021 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. BY OPENING wo —HORI21,MULL LENG7H___l ,rRo r-u..t Cont MULL LB467H 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAFV OR-TRANGULARTRAPEZOIDAV. OPEN.I.- 4)FIND TIIE CHOSEN MULLION'S MULLION CAPACITY(LBS/FM FROM TABLES IA THROUGH 16A,ON SHEETS&THROUGH 20 RESPECTIVELY,USING HEIORGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEieKr(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE F OPO4INC MULL HEIGHT LENGTH HORV_ VERT. MULLION CAPACITY(LB—SIFM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSUREREQUIREMENT(IL�Tn FOR THE OPENING OBTAINED IN ,f PAULL MULL STEP 1). LENGTH L 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE!N THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS.THIS VALUE REPRESENTS THE WINOLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY_ OPEN) WIDTH SINGLE MULLION SINGLE MULUON FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE kv LYNIV a7 I OPEMNGWOTH ANCHOFUSUBSTRATEIANCHOR-CUP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR rORVM-TIrALNJLL CAPACITY IS MET. SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FRUNIFIGUREIABOVE. 7)IF THE MULLION CAPACITY(LBS/Fr-)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS;FF FORTHE OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED,WIT-H THIS NO.58705 CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE :2017 FLORIDA BUILDING CODE(FBC), EDITION 2014 FLORIDA BUILDING CODE(PSC),STH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/Frl)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLIOLL •ANSUAF&PA NOS-2016 FOR WOOD CONSTRUCTION CAPACITY ILSSIFTI)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ..-.14ORION.. :ALUMINUM DESIGN MANUAL.ADM-2015, PRODUCT ASSEMBLY, .......... :AISI SIOO-12 ONAL AISC 360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYIGNMILIU91, .E, FL P.E.#58705