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EASTERN ARCHITECTURAL SYSTEMS <br /> HVHZ CLIPPED ALUMINUM TUBE MULLIONS <br /> GENERAL NOTES: Wl 'W2'� r'Wl'-r'W2'1 <br /> 4 1. THE PRODUCFSHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017) p E <br /> 7 <br /> FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. <br /> 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4 ' / j MULL <br /> INDIVIDUAL UNITS ATTACHEDTO MULLIONS MUST BE IMPACT RATED. p SPAN'V <br /> 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRYAND 2X FRAMING AS A MAIN WIND FORCE ANCHOR CLIP, <br /> RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TYP p p <br /> FOUNDATION IS THE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF <br /> INSTALLATION. VERTICAL SPAN <br /> S. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICALMULL <br /> STRUCTURE.BUCK DESIGN AND INSTALLATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT`OF RECORD 4 SPAN'L' SMULPAN'L' <br /> FOR THE PROJECT OF INSTALLATION. <br /> 6. THEINSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MUL TT O P �/ �/ p� <br /> SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, WY <br /> A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN �� pro <br /> NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE FIER. p <br /> 7. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-T6(AS NOTED) <br /> }I " B. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL 0 / W1' <br /> .-9. SEESHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION p p <br /> CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CUP, A <br /> 10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYP 4 <br /> SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION(2017)FLORIDA BUILDING CODE. TYPICAL MULLION ASSEMBLY HORIZONTAL TIT" MULL SPAN <br /> MULL <br /> INSTRUCTIONS: SPAN'L'r <br /> 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. E <br /> 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 'W2' <br /> TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: l_f <br /> • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF p <br /> SHEET REVISION SHEET DESCRIPTION ONE-WAYMUWONS. <br /> • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH <br /> 1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. p <br /> • SEE SHEET 11 FOR ASSEMBLYAND LOAD EXAMPLES. p ,Wll <br /> 2 - MULLION DETAILS IF ASSEMBLYTYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. <br /> 3 - ANCHOR CUP DETAILS 4. VERIFYTHAT MULLION DESIGN PRE55URE MEETS OR EXCEEDS REQUIRED DESIGN <br /> PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10. <br /> 4 - MULLION SECTIONS S. QUALIFIED CUP TYPES APPEAR ON SHEETS 6-10.MULTIPLE ANCHOR <br /> TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. <br /> 5 - TYPICAL MULLION&CUP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCTWILL HORIZONTAL SPAN <br /> GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. <br /> 6 - 1"X 3-1/6"(LIGHT)MULLION DESIGN LOAD TABLES <br /> 7 - 1"X3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES <br /> 8 - 1"X4"MULLION DESIGN LOAD TABLES `S1 REVISIONS FAs1EexAluxnEcnmAlsaTErrs <br /> `NS �$F. O �i� ��►rEas tQ ADry M F <br /> 9 - 2"X4"MUWON DESIGN LOAD TABLES rn <br /> `�� I Ftiv'Ex"xt:Tr�svPP�r <br /> lv', A1 1CC •( M t IDOMC=Av <br /> 10 - 2"X 6"MULLION DESIGN LOAD TABLES � ��. '7 O �^ a ,,,, p o•T;p,oe o�'a„�, crracas,n11eu <br /> J•• tarr�BtateD <br /> 11 - MULLION ASSEMBLY AND LOAD EXAMPLES �$ TxtE <br /> HVHZ CLIPPED ALUMINUM TUBE MULUONS <br /> -• ;T _ VERTICAL AND HORIZONTAL CONFIGURATIONS <br /> GENERAL AND INSTALLATION NOTES <br /> %p0••-. ( Pr• tU�: DATE a-- FBEVArFD ar: <br /> ..•• �= 02 OS 13 TJH <br /> �1 s(� '' (�` �� DMNT,D Nb BGIE BUDDINGDICATEOF <br /> Digitally signed by Hennes F.Narero,P.E. 1j [174®�Il IN SM 3/6/18 6TM ED.FEE UPDATES 1 ,t{ FBPE CEBnDlAIEDF <br /> Reason:l am approving this document 16'S PA-0003 N.T.S. €c;e1� AumoBDAnox Ro.>es7e <br /> Dee EAST DIH BI ,sn:119 s�Er: BEv: <br /> Date:2018.02.14 15.50A9-OS'00' DAwA aFAm n..— <br /> FBFE cn>.or AumaarzAnw no.1es>e � °A� D��ON F� 1 OF 11 - <br /> tK, <br />