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� owww w acam e-� CENTER OF CE�TER OF .s ---I MULLION LENGTH I— W�N��w .u��VVw — MULLION LENGTH� SEE MUWON END ��'�MS wovwns �j= = II �L��A j�� I ��j = _ _ = I SHEETS 3 & 4 CL1P DEfAILS ON MULLION LOAD / AREA CONSIOERED I � , . � I �I �CTRnN50MF II// � � � ^A I �I CENTER OF 1 WINDOW I I � MUWON A o m I II END CLlP � �� - � o,� p °a 0 D�AREA II S EEfSIf3& 4� I I I o+Q o o ° CONSIDERED I / u I � o v �e �II �� J �II � �I� z I �II % �� -�lII � IISEE MUWON END II III � ••8�• � —CENTER OF CLIP DETAIIS ON I II � WIN�OW I II SHEETS 3 & 4 �I � II II I � p MULLION LOAD z�= �I I SEE MUWON I I qREA CONSIDERED a I � I II II II � I I I � _/ III DETAILS ON I FOR THIS MULLION, � o wm �� SHEEfS 3 & 4 �/ �� SEE RESPECTNE Z '- WN°o 'A" = LESSER OF MULLION LENGTH 2) OR TRANSOA� WINDOW HEIGHT 2 � � _ = WINDOW TO WINDOW Z � ��o 0 � � � I ) — — � — � — — � ELEVAl10N a �� i °8" = LESSER OF (MULLION LENGTH/2) OR (80170M WINDOW HEIGHT/2) TWO(2) SINGLE WINDOWS WITH A Z � Za cv O � a �o SINGLE WINDOW WfTH TRANSOM °a��"A� SINGLE FIXED WINDOW TRANSOM � ° � � (SEE LOAD TABLE 2.0) � g Ng^ (SEE LOAD TABLE 1.0) FIXED WINDOW TO FIXED WINDOW WHEN WINDOW WIDTHS � W °a� NOiES: NOTE: BOTfOM WINDOW MAY BE A FU(ED, GSEI.�ENT, AWNiNG, ARE LESS THAN OR EOUAL TO THE MULLION LENGTH • BOTf041 WINDOWS MAY 8E ANY FlXED, CASEMEDlT, AWNIN6, m a SINGL HUNG OR �JOUBLE NUNG 4YI�DOW. TOP W:NDOW MAY �SEt LOAD TABLE 1.0� SINGLE HUNG OR DOUBLE HUNG WIN�OW. r�- z O BE ANY FlXED OR AWNING WINDOW_ • BDTfOM WINDOWS !MY BE �tULLID 70GE7HER PER THIS � ' NOTE: WINDOWS MAY BE STACKID HORIZONTAL OR VERi1CAL, DRAWING OR PER TH�R INDMDUAL WWDOW APPROVAL Z g W I N D O W W I N D O W G E N E R A L N O T E S: CENTER OF C E N T E R OF WIDTH > "L" WIDiH > 'l 7. TM6 uUWO�SlSfEN HAS BEEN D6ICNED IN ACCORDANCE w7iF1 AtuO MEEf TfiE REOU1RES1ENiS WINDOW WINDOW � o OF CIiAPTQt 17 OF THE FLOPoOA BUILDWG CADE h IS APPROJED FOR DFSIGN PREi5l1R6 NOT 70 LOAD WIDTH—� �I a OfCEED THOSE SMOwN IN 7HE alLOWFBI£Df51GN PRESURE TqBLE(5)". �_ (8{-ii�/��1 � � I �B - ��Z �A� - L�Z 2 GPENNG$,BUCKINC k BUCKING F/STENERS NUSf BE PROPERLY DESIGNED k RiSfALLm TO I I W Zm — I - - �ALL F41R0 ARE kSF�0.51ENER5 SHNLL BE INPLCORONJCE WRHE QEORnwWGS k SMU1 NOT — � ` _ _ W W� m 1AAhRIAL SHALL BE 6EYOND WALL FlNISH OR SiUCCO. N W U s.�i I �/ SEE MUWON I Z= 4. TF45 NUWON SSTEl7 IS RATED FOR USE IN NON-FNHZ ARFAS ONLY. �/ � C9 � " E7JD CLIP ��. 5. 1H15 Ltt1WON 515TEM IS NON-IMPACT RAIID.ALL OPQJPIGS 7HAT INCLUDE Tu5 uUWON SEE MUWON o zd�`^ II DETAILS ON II '�Z J �'��BE SHUiTERE�WfiH A FLORIDA O�OE MPROVED SHUf1II2 WMFRE REOUIRED BY WDE I II END CLIP Z �a oa^ I �S H E E T S I ��' 6. A L L A N C H O R S S E L U R I N C b t U W O N C L l P S 7 0 P R F S S l 1 R E T R E A T E D B U C K S O R w 0 0 D F R V A I N G D E T A I I S O N = 3 W�j� � / SHALI BE('APABI£OF RESISfINC CORROSION fAUSED BY 1HE PRESSURE TREpTING CHEMIGIS IN MULLION / r y� °d- � - - 3 &4 II.� niE w000. LOAD AREA SHEETSII3 & 4 Z } Qr`�W 7. DEfEftMINE 7HE POSIIIVE&NEGNTNE D61GN LOADS TO USE WMEN RtFERENCING TMESE / J�ui �I OOCUUEtI1S W ACCOROnNCE wrtH 7HE GOVERNING WDE ANO GOVQ7NING Y1IND VElDCftt. FOR WWD CONSI�ERED � � j �n V�omo MUWON LOAD L O p p C A I C U l pTI0N5 W A C C ORNW C E W I f H T H E i L O R I�A B U I I D I N C C A D E,A D I R E C I K 1 N A l 1 1 Y F T C T O R O F � / Z - �NZ�sa �� LOAD WIDTH Kd m 0.85 MAY BE APPLIFD PER 1HE ASCE-7 STANDARD. II I O � � O�i CONSIDERED � =q .F 8 � & MATERU1l5.PICWDING BUf NOT UNfIID TO SIFEL SCREIMS,1HAT COUE IMO COMACT WffH � J �N N 3 U a pTHQt OISSIUILPR WTERIlLLS SHALL MEEf THE R£OUTAElIEMS OF flDRIDq BUILDP'G CODE CHAPTER � o FlXED WINDOW TO FIXED WINDOW 9� CERiIFlC1�110N OF TH5 NUWON SYSIE61 SFi0.L1 BE GONSIOQtED VOID IF ItSfALLID WfIFiOUi A I � � SEE MUWON � ,,ee " ' H'3� WHEN WINDOW WIDTHS ARE GREATER OTHERNTHRN A LJCFNSED CO�NiRACTOR IXPFRIFNCm WRH YlINDOt7 I�NSTOALLq'f10N5�0��ONE I II END CLIP `oa� �'�'3 y i�r,; �Era�s oN :F •�'�<< A 1d WINOOWS SHALL BE UNDER SEPFRATE PPPROVILL. a �G : •<••••M�� lJ THAN THE MULLION LENGTH ��.qLL pEllq y50 SERIES NDN-IMPACT NNYL WMDOWS NAY BE SUPPORifO BY THIS NUWON SHEETS 3 & 4 ;��:? ;, !T' �SEE LOAD TABLE 1.0� �Ef!PRONDING THEY ARE PROPERLY ANCHORID TO 1HE uUWO�. �_ _ _ � v .;v ^p e � 72 ALLOWABLE PRESSURE ON iHE MULLED UMTS SMALL BE CONR20L1ED 8Y THE 1F55ER e��" „ NOTE: WINDOWS MNY BE STACKED HORfZONTAL OR VERTICAL. ALL�WABLE PRESSURE OF THE MUUJON k If5 END CONNECTIONS OR TME WINDOWS If SUPPORTS. �••8^ �A^� � ,�t! _z' O' z 11 wINDOw 926 SwLL1 BE RESIRICTED BY TMFJR OWN INOMOU4L APPROVAL ��t� �r o .� 14.1WCHORING OF wP1D0Y5 TO 1HE OPENINC S H A LL.B E P E R T H O R R 6 P E C 7 N E M P R O V A I. Y p • 15.CONORIONS NOT SHOWN OR COVFRm IN iHIS ORAWING SHALL BE SU8IECT TO SEPARATE REVIEW SINGLE OPERABLE WINDOW TO A SINGLE ��:� ~ �.; PND JOB$PECItIC CERIIFlGTON BY A FLORIOA IICENSED ENGINEER. �j 3�'•, -?- Muw"�ora Sttt65�Dffl£C�TION AND END RFAC�flO�TaBI£5 CONSIDER 1HE wORSE ClSE OF OPERABLE OR FIXED WINDOW '�e6yb ."""��`3 n.xuwoN neES si,nu se cormNUOUS�ou�,u m ao. (SEE LOAD TABLE 3.0� e��` i�PR e�< 1HESE OIGww45/�WE MPl1G8tE OM.Y 10 iXE PROOUC! NO1ES: +ppQ�MpMG NO. REV. SVCCIFlEO.'ME1'u�Y r+OT BE uSED Po0.ME ASSEUeIY �A��n�Y SfACKED,THE WslllFOLR1RQ7/MSiALIER 4wLL Ir15URE 7F1Ai THE OUD • WINDOWS MAY 8E STACKm HORIZO��ITAL OR VEXiiCAL. �(�6S ♦ND/OR�NST/�W110N OF ANY p1Mpi PRpOULT NOR WY WEIGFR OF THE ABOVE wINDOW(5j WILL NOT CAUSE I1ND0 S7RES5 ON 7HE BELOW WINDOW(S). 7HI5 incv e[us[o ror'pnnouu tiuo/on wra.avaRwrt MUWON Sf5iE1A IS DESIGNED FOR WIND lOAD R615fPNCE ONLY k IS N07 CONSIDEFED TO = OPERABLE WINDOW(S) b1AY BE C/SEMENT. AWNING, SINGLE $HEET N0. 0!�M'PRODUC7 NOT PROOUCED BT TME VANUFALIURER SUPPoRf 1HE WEIGMT OF 1HE W�NDOwS. 5 n�no or+n�cse o�uwv+cs. HU�G OR DOUBLE HUNS WiN�OWS. � oF