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EASTERN ARCHITECTURAL SYSTEMS ��� Eas�ern <br /> ''p'f(�'Ar n�nca+u��� <br /> CLIPPED ALUMINUM TUBE MULLIONS � BY�7[Ai8 <br /> EAStFANAROQ7ECfVpALSY51EM5 <br /> 6ENERAL NOTES: �ro�o oa�au ao�o <br /> FT.MYEYS.FL7]917 <br /> PH�(800)4]t-tE01 PX:(2]9)M9.2112 <br /> 1. THE PRODUCT SHOWN HEPEIN IS DESIGNED ANO MANUFARUREDTO COMPLY WfiH THE 2010 FBC,SECTION <br /> 1715.5.5. Z u,.a0, <br /> TABLE OF CONTENTS � �� Z rn � <br /> 3. APPROVED IMPAR PROTECTIVE MTEM IS NOT REQUIRED FOR THIS PRODUR IN WIND BORNE OEBRIS REGIONS 22 R� <br /> ZONE 3 OR LESS.INDNIDUAL UNITS MUS I C�iIYED. SHEET REVISION SHEET DESCRIPTION �O�� vI �3 <br /> �� <br /> �y � m w <br /> 4. APPROVED IMPACT PROTECTNE SYSTEM IS REQUIRED FOR THIS PRODUR IN WIND BORNE DEBRIS REGION ZONE 4. 1 - 6ENERAL N07E5,AJSTRUCTiONS,AND ELEVATIONS <y�� Q�� <br /> 2 - MULLION S ECTIONS G� z �<2� <br /> 5. ADEQUACYOFTHEE%ISTINGSTRUCTURALfANCRETE/MASONRYAND2XFRAMINGASAMAINWINDFORCE wW�� Z�wu <br /> RESISTINGSYSTEMCAPABLEOFWITHSTANDINGANDTAANSFERRINGAPPLIEDPRODURLOADSTOTHE 3 - ANCNORQ,IPDETAILS °0 � T mmn <br /> FOUNDATION IS THE RESPONSIBIUTV OF THE ENGINEER OR ARCHRECT OF RECORD FOR THE PROIECTOF �� �' m ��.. <br /> INSTAUATION. 4 - TYPILAL MULLION 6 QSP ASSEMBISES �g W ��M g <br /> 5 - 1'X 3-1/8'(LIGHn MULISON DESI6N LOAD TABLES � m��"� <br /> 6. I%AND2%BUCI(5(WHENUSED)SHALIBEDE5IGNEDANDANCHOREDTOPROPEHLYTRANSFERALLIAADSTOTHE � < aWp� <br /> STRUCTURE.BUCK DESIGN AND INSTALUITION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITEROF RECORD 6 - 1'X 3-1/8`(HEAW)MULLION DESI6N LOAD TABLES W m � <br /> FOR THE PROJER OF INSTAUATION. 7 - 1'X 4'MULLION OESIGN IAAD TABLES ° � <br /> 7. THE INSTAUATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REfLERACTUAL CONDRIONS FOR A B - 2'X 4'MULLION DESIGN LOAD TABLES � <br /> SPECIFIC SRE.IF SITE CONDRIONS CAUSE INSTALlAT10N TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, <br /> A LICENSED ENGINEER OR ARCHITERSHALL PREPARE SRE SPEqFIC DOCUMENiS FOR USE WfTH TH�S DOCUMENT IN 9 - 2'X 6'MULLION DESIGN LOAD TABLES p <br /> NON-HVH2 AREAS.IN HVHZAREAS,ONE TIME PRODURAPPROVALTO BE OBTAINED FROM MIAMI-DADE PER0. 10 - <br /> MUUSON DETAAS T <br /> 8. MULLION&CUP MATERIAL•ALUMINUM 6005-TS&6063-T6(AS NOTEO) 11 - MULLION ASSEMBLY EXAMPLES t^ m <br /> 9. MULLIONS MAY BE USED WITH ANY APPROVED FENESTAATION PRODUR,UNDER SEPARATE APPROVAL �!' <br /> 10, SEE SHEEfS S-9 FOR INSTAUATION ANCHOR REQUIREMENiS FOH SPECIFICANCHORING REQUIREMENTS,MULLION O <br /> CONFIGUflAT10NS,AND DESIGN LAAD CAPACRIES. <br /> -- �"� o <br /> 11. IN ACCORDANCE WITH TNE 2010 FBC SEC.2003:8.-4 DISSIMIIAR MEfALSINttUDMG FASTENERSTHAT MAY COME ^ H <br /> '(,-/ _— ———— _— <br /> INTO CONTACT WRH ALUMINUM UNIT FfiAMING SHALL BE PROTERED AS DEFINED IN SEC 2003.6.4.2. � F_- <br /> �� <br /> 'Wl' B 'W2' �'WI'�'W2'�{ w W� <br /> 2 I � � <br /> � ���� � �� MULL INSTRUCTIONS: <br /> 2 <br /> � �� A / SPAN�L� 1. DETERMINE REQUIRED DESIGN PRESSURE FOpOPENING. <br /> ANLHOR LLIP, 2. CHOOSE A MUWON THAT PROPERIV FITS THE FENESTMTION PRODUR. <br /> �� \� 3. DEfERMINEWHETHERASSEMBLYREQUIRESONE•WAYORTN0.WAYMULLIONS: � <br />� �P � • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNRS REQUIRE USE OF Z <br /> ONE•WAYMULLIONS. � �i F� <br /> I VERTICALSPAN • ASSEMBLIESCONSISTINGOFMULTIPLEUNITSMULLEDTOGETFiERWRH �O�`�O �*,a�.���j9i <br /> //. � MULTIPLEMULLIONSREQUIREUSEOFNJ0.WAYMUWONS. ,�� �!i • � � <br /> Y�� VERTILAL MULL • SEE SHEET 11 FOR ASSEMBLY E%AMPLES. <br /> E SPAN'L' MULL MULL . IFASSEMBLYTVPECANNOTBEDETERMINEDUSETW4WAYMUUIONCHART. �'• � <br /> z ~SPAN�L�� �SPAN�L�r 4. VERIFY NAT MULLION DE516N PRESSUftE MEETS OR EXCEEDS REQUIRED DESIGN ' •4 <br /> MULLION PRESSURE OF OPENING USING CHARTS ON SHEEfS SA. �- . . F <br /> ryP � i� � M � 5. QUALIFIEDCUPTYPESAPPEARONSHEETSS9.MULTIPLEANCHOR N: F.. � <br /> ��� � � � 'W2' 'W2' TYPE/SUBSfRATFJ0.IPCOMBINATIONSWRHINANOPENINGAREALLOWED. � ' <br /> �� � t + 6. THE LESSER DESIGN PRESSURE O(i MULUON OR FENESTAATION PRODUR WILL ��i�d.�•.,,, ,,•O� n(� <br /> y/ M �}" M �} GOVERNOVERALLASSEMBLYDESIGNPRESSURERATING. �i� H w <br /> 1 i '�� *P�,•� � <br /> N �. <br /> f' / 'Wl' 'WI' �ui �� °° �in <br /> � �� �� r � M � ao =� c�iZ <br /> ANCHOR 0.IP, � DWG#: " N <br /> TyP Z Digitally siqned by Hermes F Norero,P.E. EA5056 <br /> NPICAL MULLION ASSEMBLY HORIZONTAL"T" MULL SPAN HORIZONTAL SPAN Reason:I am approving this document <br /> � � Date:2012.10.261b:4335-04'00' SHEEF: 1 'QF 11 <br /> 1 1 <br />