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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 FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PHOOUGT 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 BUCKS IF USED, GENERAL NOTES_...._..__._„.......1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED SYCITHERS. INSTRUCTIONS...._____I ELEVATIONS ........... FIGURE 1*. �xa MULTIPLE OPENING VVO-H FOR VERTICAL MULL.. ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD............_.._.............2 S - N KJUL TO IX&MASONW------- TOR- .. MULLIGNS INSCRIDED!NSIDE HAVE BEEN TESTED ASTREIE-FLOATING"AND DO NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION CLIPS,BUT$HALL 2 see Ot7al.sINSTAU_knON NOTES...._.._.._._..2 SRECTANaarwt NOT HAVE A GAP HAPE OF MORE THAN 1W FROM THE CLIP. MULL TO MASONRY.._--3 — in SH;I;E. /- MULL TO STEEL 3 C11 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL-,......---------3 ��ff I . DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN11180.THE 113 STRESS INCREASE'NAB NOT USED ALTERNATATE CUPS,-.-,----4 01 IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. SAY MULL INSTALLATICN_ Z I X 2 X.126 MULL SPECS__.-6 w C) w IN, 1X2X.376MULL PECS-_.- 6 0 4)PROPER SEALING OF ENT-IRE ASSEMBLY 15 THE RESPONS1131LITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2-75 X ME MULL SPECS-=-7 U) INSTRUCTIONS. IX775X" U31 MULL SPEW -g LS 4' z -8 SMOErAI 1 X 3.125 X.500 MULL SPEa .::g 2E Q� to - C> SEE ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER co ATH1UG; 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X4 X.12614ULL SPECS 0 p ILI C 01 L I X4X.375 TUBE MULLSPECS 11 =, 0) SHEETS 2-0 ----I___i'-- 1 X 4 X.376'r MU'U_SPECS,-...11 CD Uji A ThRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES,THE LOWEST DESIGN '""'I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY ]1125 X 3.188X 266 MULLSFECS-112 1 1 -25 X 3.25 X.1110 MULL SPECS.-13 OPENING 126 X 3.25 HrjGHT X.624 MULL SPECS...14 K z VERT. MULL 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND LIP TO THE NEXT 517E SHOWN CN THE TABLE(S), 125X3.94 X-024 MULL SPECS_16 FOR Vj LENGTH HORIZONTAL 2 X 4 X.25 MULL 16 L-j - Ft :D < L 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING Oft STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 9 X,26 MULL 17 z SEEDETmLe 12OX 7 11 X.125 MULL SPECS_18 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALLBE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 3n*X 32S BAY MULL SPECS 19 z wEr r, 45*X 32S SAY MULL SPECS-_' 0 j.- - REACTIONS. MUUION&CUP DIMENSIONS..__ 2D 3 Z P < cm �5 0 _21-23 2Z GXAMPLES I&2------ 24 1- Z .0 • W FENESTRATION 8)REFERENCE TEST REPORTS:FTL-0443;ELCO ULTRACONIAGGRE-GATOR NCA'S LOADING EXAMPLES-==-1--25 0. So jia yc� PH DUCTSMAY co B 4J "OFANYTYPE. 9)MULLIONS AND CUPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 0 E MU W, STBE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULUONSAR=_CNLY TO SEUSED WITH - MANUFACTURED Z 0 cq " 13Y PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS, LU 3: 0 L 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ w 0 A. 2 , JSEE DETAILS 0 ( A-D.GH; 11)QUANTITY Of:UNITS WITH'IN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING 0 0� MULL SHEETS 24 W[DTHIHE1GHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA, PRODUCT REVISED LENGTH HCREZONTAL MULL — asc,,SmPt&g With the Florida c LENGTH INSTRUCTIONS: Building do NIOA-No. 17-0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING USING THE ASCE-7 STANDARD. E-Piration Date 0512612021 LL "FEULNG WIDTI" �--HOR17 MULL LENGT" 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. By Nliaml- do Product Control LENGTH FIEFERTO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR"OR`TRIANGULAWTRAPEZCICAL*. OPENING 4)FIND THE CHOSEN MULUOMS MULLION CAPACITY(LBS/FT-)FROM TABLES 1A THROUGH TEA,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING HEIG THE MULLION TYPE LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE OrEkIINC MULL FOR HEIGHT LENGTH HORM vmT. MULLION CAPACITY(LBSM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE RgEQVREMENT FOR THE OPENING OBTAINED IN MULL �GTH STEP 1). 5)FROM THE SAME TABLE USED IN STEP 4)ABCIVE,FINDTHEVALUE IN THE NEXTOOLUMN ANCHOR CAPACITY REQUIRED(LEIS.THISVALUE LL L REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. OPENING WIDTH SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE Ly OPENING WIDTH ANCHORISUBSTRATFJANCHOR-CLIP PAT-TERN MAYAPPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR FORVORTICALMULIL CAPACITY IS MET. SEE CORRESPONDING DCTAJLS MULTIPLE MULLIONS FRCMFIGUFEIABCIVE 7)IF THE MULLION CAPACITY(LBSIFT-)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LOSIF-P)FOR THE No.58705 OPENING,YOU MAY USE THI-_-ANCHOR CAPAC17Y ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH TMS COCES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED PORTHe SAMESUBSTIRATE -aq -20i 7 rLopioA BUILDING CODE JFBC).M EDITION 02014 FLORIDA BUILD FBC�,STH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LESIM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION N 0 : ANSI1AF&PA NDS-20 16 FOR WOOD CONSTRUCTION CAPACITY fLBS;FT`2j OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ORION.. ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT ASSEMBLY. AISI 8100-12 *��* \11 :AISC350-10_ 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A NMI H E. FL P.E-#58705