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--{ MULLION LENGTH � CENTER OF CENTER OF �MULLION LENGTH--y �'""�� ��"m�. <br /> WINDOW WINDOW 4 P1°;° °"� <br /> I / MULLION END STR4P LOAD WIDTH� Ml1LLI0N END STRqP �� - - - - � SEE MUWON END -�• 01/"/'s <br /> t�IULLION LOAD = (A+B)/2 � — — — — D�AILS ON SHEEfS � <br /> �j � (EACH MULLION END) — \ (EACH MULLION END) I // I 3 & 4 <br /> AREA CONSIDERED ' <br /> � � �� I CTRANSOMF � � } � � "A.. —I I C W NDOW F � <br /> "A" = SEE MUWON � <br /> ] o m II � � END DETAILS --- - - �� � <br /> � - - �+ ON SHEEfS 3 0-� <br /> MULLION �m <br /> �a LOAD AREA &4 + o <br /> B II o II CONSIDERED I II / II I � II II �v D <br /> I II / III J I // I J II � <br /> Z <br /> II DEfAIMS ON SH�EJEfS I II II I � �.B° � C WNNDOW F <br /> i II 3 & 4 II I I II II I I II II I MULLION LOAD c~i <br /> SEE MUWON AREA CONSIDERED a <br /> � _ '�� �II I � I �D D��� II II II � Z <br /> ON SHEETS 3 � I FOR THIS MULLION, Z � ,�i�o <br /> �� & 4 /� // WINDOW TOCWINDOW ? � ��� <br /> "A" = LESSER OF (MLILLION LENGTH/2) OR (TRANSOM WINDOW HEIGHT/2) �— � � � — — � — — � ELEVAiION z � N� � <br /> "B" = LESSER OF (MULLION LENGTH/2j OR (BOTfOM WINDOW HEIGHT/2) TWO�� SINGLE WINDOWS WITH A � � zacv <br /> �1.� -� � Q (O <br /> SINGLE WINDOW WITH TRANSOM B I A�. SINGLE FIXED WINDOW TRANSOM � " �g i <br /> SEE LOAD TABLE 1.0 �SEE LOAD TABLE 2.0� � g Nw d' <br /> � ) FIXED WINDOW TO FIXED WINDOW WNEN WINDOW WIDTHS � W �a� <br /> NOTE: BOTfOM WINDOW MAY BE A FlXED, SINGLE HUNG OR ARE LESS THAN OR EQUAL TO THE MULLION LENGTH + BO OM WINbOWS MAY BE ANY FlXED, SINGLE HUNG OR Z a <br /> �OUBLE HUNG WINDOW. TOP WINDOW MAY BE A FlXE� WINDOW. �SEE LOAD TABLE '1.0� DOUBLE HUNG WINDOW. � o � <br /> WINDOW WINDOW NOTE: WINDOWS MAY BE STACKED HORIZONTAL OR VERi1CAL ' BOTTOM WINDOWS MAY BE MULLFD TOGEfHER PER 7HIS a g O <br /> DRAWING OR PER TH�R INDMDUAL WINDOW APPROVAL <br /> WIDTH > "L" WIDTH > "L" N RA NO CENTER OF CENTER Of "� _ - <br /> a - <br /> I 1. THIS IAUWON SYSTEJA HAS BEEN�ESIGNED IN ACCORDANCE WITH NJD MEEfS RIE REOIIIREMEMS �NINDOW WINDOW a o <br /> "B" = L/2-{ ��A�� = L�2 OF 7HE FLORIDA BUIIDINC COOE dc IS APPROVED FOR DESIGN PRESSIIRES•NOT TO IXCEED 1HOSE LOAD WIDTH 4 = : <br /> I SHOWN IN 7HE'ALLOWaeLE�ESICN PRESSURE TABLE(S)'_ �_ �A�FB��2 MULLION END STRAP � <br /> � _ _ � 2 OPENINGS,BIICKINC k BUCKING FASTENERS uUST 6E PROPERLY DESIGNED&INSfALLm TO (EACH MUWON END) Zm <br /> iRANSFER WIND LOADS FROM 1HE MUWONS AN�WINOOWS TO THE STRl1CNRE <br /> 3. aL1 HnRDYlARE k FASTENERS SHALL BE IN aCCOROnNCE wffH 7H6E ORnWIMGS k SFIF11 N0T � w �� m <br /> I �/ SEE MUWON� Z= V,NY UNLESS SPEqFlGJlY IAENTIONED OH THE ORn4nNGS. SPECIFIEU MICHOR EMBEO TO BAS E _ _ � � w a " <br /> END DETAILS I �F- �TERIAL SHALL BE BEYOND WALL FlNISH OR SiUCCO. � W Z�p"a <br /> II ON SHEEiS II �z=' 4. TfilS IAl1WON SYSIEM IS RATED FOR USE IN NON-FNHZ AREAS ONLY. �/ ��� `" r� �< ' <br /> I I �J 5, iH15 Ml1WON SYSTEh1 IS NON-IfAPACi RATED.ALL OPENMGS THAT INCLUOE 7HIS MIIWON SYSIEM I II SEE MUWDN O W Q��a - <br /> ////���3 & 4 � MUST BE SHIfITEREO WRH A FLORIOA CODE APPROVEO SHURER WHFRE REOUIR'cD BY CODE <br /> � - - ,_ � - - II � 6. ALL ANCHORS SECURING AIUWON C11P5 TO PRESSURE TREATE�e11CK5 OR}y00�FRAIAING SHALL ON SHEE75 3 = Z wa��� <br /> Jl BE CAPABLE OF RESISiINC CORROSION CAUSEO BY THE PRESSURE 7RFAl1NG CHEAIIGVS IN THE WOOD. MULLION � F. � �Z��N <br /> 7. OEfER611NE 7HE POSITIVE k NEGATNE DESIGN LO�NS TO USE WHEIJ REFERENCING THESE & 4 � <br /> MULLION LOAD 4 DOCUAfEMS IN ACCORDANCE Y11iH THE GOVERNING LODE ANO GOYERNING WIND VF1DCfIY. FOR WIND LOAD AREA / II I �.Zi =J� z <br /> AREA LOAD WIDTH LOAD CAICUlA710N5 IN ACCORDANCE W17H THE FLORIDA BUIL➢ING CO�E,A DIRECTIOWUIN FACTOR OF CONSIDERED Iq1 � � � N V� m,`�o <br /> CONSIDERED � = A + 8 ` MULLION END STRAP Kd=O.BS MAY BE APPLIED PER THE fSCE-7 STANDARD. I I� / II I Z �� ��'Z�s` <br /> B. UATERIALS,INCLUDINC BUf NOT UAIREO TO STEEL SCREVIS,THAT CO�.IE INTO CAMACT 47IIH OTHQ2 O -� O � <br /> (EACH MUWON END) DISSIMILAR AUTEflWS SHALL MEET THE REOUIRQAEN(5 OF RORI�A BUILOING COOE CHAPTER 20. \ � 3� N 3() d <br /> FIXED WINDOW TO FIXED WINDOW 9• CERTIFlCATION OF TMIS FIUWON SfSTEM SW1LL BE CONSIDERED VOID IF INST�LLLED WIIHOII�A III II I � �N $3aS <br /> BUIIDING PFRbIR FROM THE APPLICABLE LOCAL BUILDING�WARTMENT OR IF MSTALLED BY ANYONE � SEE MUWON � <br /> .. U/HEN WINDOW WIDTHS ARE GREATER OTHQ2 TTWJ A 110ENSED CONTRACTOR EXPERIFNCEU WITH WWOOY!INSTALLA110N5. <br /> 10.WIP100}y5 SHnLL BE UNOER SEPERATE APPROVAL. I II END DEfA1LS � <br /> THAN THE MULLION LENGTH 11.P1L PEl1A 250 SERIES NON-IMPACT VINYL SINGLE HUNG,DOUBLE Hl1NG,FIXEO OR SLIDING ON SHEETS 3 �S�IV f a <br /> (SEE LOAD TABLE 1.0) TO 1HESIAUWON.SUPPORTFD BY THIS MUWON SYSTEM PROVIDING TI1EY ARE PROPERLY ANCHOREO � & 4 0���� � �B� �� <br /> 12.ALLOWABLE PRESSl1RE ON THE AIULLED UNI75 SW1LL BE COMROLLED BY THE LESSER ALLAVlABLE � _ _ _ � ti�` G�, - ��j� w���yjj`..� <br /> NOTE: 1HINDOWS MAY BE STACKED HORIZONTAL OR VERTiCAL PRESSIIRE OF THE MUWON dc rt5 E1J0 CONNECTIONS OR THE WINOOWS IT SUPPORTS. — � '� �� �C, x� <br /> e/ALU�TION OF T1115 PRODUCT IS BASFD ON APPLICABLE STANDaRDS AND/OR 13.141NDOW 52E5 SHALL BE RESTRICTED BY TFIEIR OYIM INDIVIDUAL APPROVAL. I �Q' ��t(7•• � '' ��. Ni <br /> INFORlAATIOM&RESULT$FROM APPLICABLE TES!REPOR75. TTIE FLORIDA BUILDING �4.ANCHORINC OF 1vINDOWS TO 7HE OPENING SHnLI BE PER THOR RESPECTVE APPROVAL � B ��A��—^-1 m Z`;� m G <br /> CO�E VERSION�CONSIOERE�WRN THIS EVAUJATION Y7AS TIUT IN FORCE AT TrIE TIME �5.CONOIilONS NOT SHONN OR COVFRED IN THIS OR.IWING SHALL BE SUBJECT TO SEPMATE REVIEY! � ���y �'� •�. 3� <br /> OF THE EVdLUATiOM. IN THE P/EM OF CODE VERSION CfInNGES/l1PDATES OR IN h1E ^"o�oe sPeciFle ceaTiFlcnnoN ar n tloeioa uc�sen aciNt�tt. SINGLE OPERABLE WINDOW NEXT TO A SINGLE :w .�V.?G � �'e'= �� <br /> 16.THE ALLOVlABLE PRESSURES STATED IN 7NE LDAO TABLES CON9DER THE 5vOR5E CASE OF MUWON Q O�Z'�y w <br /> SiA NC CODEeCONPWNCE�'•7fiH TVTFEnSTA E,7HEP.IMIU CiURFR SWLLL CONFlROR TO �Ess,o�cnoN auo�o'aEncnoN. OPERABLE OR FIXED WINDOW ;�Zi'�i O N�'�,�� a <br /> YlITI{TFIE EVAIUATON QJGINEER OF RECORD hlnT EVQ2YIHING SPECIFlEO HERE-IN IS ��'uUWOH NBE$SHALL BE COMINUDl15 FRON QJO TO F110. '� (SEE LOAD TABLE 3.0) r 2�� G ' �' 3 <br /> 18.YlNEN VER71GlLY SfACKED,1HE M�NUFACNRER INSTALLFR SHPLL IVSURE TFWT THE OFAD{7EICIif J� •• 'aG. � <br /> CURREtIT 4Yflhl ALL CURRENT TESTING,CODES AN�APPLICABLE STrVIOAROS. � NOTES: `�� Q' � ,,. " WI o�NO. REV. <br /> Of THE ABOVE WIM�OW(S)'NILL NOT CAUSE I1ND0 STRE55 OH THE BELO'N WIN�O'N(5). THIS MIIWON / 6/ �' �, <br /> i11E5E D2�tvINGS ARE MPL1CAOlE ONLY TO THE PRa�UCT SPECIFlEO.l/ifl I.WY SYS7EAI IS DESICNED FOR VVIND LOAO R615TMICE ONLY&IS?IOT CONSIDERED TO SUPPORT THE ' OPERABLE 1VINDOW S MAY BE SINGLE HUNG OR DOUBLE �1 bM••• a� 3 <br /> '�OR Bi.NY 1FIEYF9E IlSEO�FOF'MTIONnI.W�/OR LOCAI"MPROVp�oFE�RODUCT w�ctrt oF n+e�vwoows. HUNG WINDOWS. ( ) l�,�/s�'� 1\\�51/EEf N0. <br /> PRO�UCT f10T PRODUCEO BY TIE WVIIIFAC711RER STniED on ixEse onnwwcs. 19.THIS 4ULLION IS RESfRICTED TO hU%141Wd L/175 DEFl£CTION PER FBC. � pF C <br /> U <br /> ) � <br />