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f&' RE.... RExSED RY OAIE <br /> $IM0AfT'0L51' ] ~ED DR—CS TO 2010 MC cP. Ot-zh12 <br /> 1 COCHRME(AVE PENNSBORO,WV 26415 PH. ♦ UFOATED;.TM T9 PEA XEw lE5nN0 IT. ah2b-12 <br /> 8a0-426-22t9w n <br /> g U TIT. 11/ 12 <br /> STORMBREAKER PLUS 300VL SERIES 6 11P0ATE0 ORAWNGS To 57H Ell(2014)F8C LT. 01-2A-12 <br /> EXTRUDED IMPACT RESISTANT VINYL 7 N0 1. AN " y" 10/opcn <br /> MULLIONS WITH LARGE ALUMINUM <br /> REINFORCEMENT HVHZ <br /> DESIGN PRESSURE CHART FGR MULLING <br /> UNITS IN PSF, MULLIDN {f16991 <br /> _I L.W;d-lU kWidth <br /> T ' w0m I 60 24 2 30 �1720 1 lENR7®1375 <br /> 0�I136 <br /> 0 1 Ni3)07 1 N63]D9 1 <br /> N�14]00 1 NiH]0 1 4TSOr7 <br /> 4 <br /> 75085 5 <br /> TS00S 3753 <br /> 36 $TON M101 01=T01 N61 1701 N701 1701=]01 1701/001 8'AJ01 s701®7D1®0o5 <br /> 1 <br /> 36 870M 9701TOM W70W 817000 M76PE 1701 W7011TODN IWOM M70M Vft7,mlow 17o1MIT04�EGdMaWi 42 MTO1 d701N 170 m701 M701 170M 1701=70®1T01 1701 MTO1®701 MIO1=70�1701 <br /> 52 UST01 M701M sla =7GM MT01=7010 NATON!Tol 171=701M%7ap=T01 MWO1=70= 170l1 <br /> 56 NM?G=OITO1=701 <br /> ! T =TOM R70'MR70M=111 IOT01 ,70'1701IMMIM 1701 W70M 1700 1101 M61 W651 <br /> T1 l]Oy=7D1 l070l ND1170 1T01 11011700 ®lOd N6659 p65i AP656 1651'Fd0 <br /> 62 T0 ®70A ,I_ lTON N 'N11J0i N701 NU01 a61$65®N®6l,1 T3,60Ax WoY w637 rH6o: <br /> ®701 6101 ®7<®=T07 p]Oi 165(l 116591 1063160 F40S 603M JkE093 �33-t,` <br /> 63 1T01=70W 1T01 M70y 87011651 1E51161 W6T#V I "M WD§667 �1TO0 00 1708 67DN 161 l651165160858ba ®F6$ 'F.`33- . `i 50� 1w <br /> - <br /> 66 �t01{l]01 1101 1651 1631 A#y 60�§ 607$2 Z%60 i ®�oM, SS:,;y_e35:.' 30 SO - SO So_ <br /> 9 70 I$70®IWTO111651 i�6sM W.NOW6 r9601=601-WONro�ss.��::e„55�_, _30 so 50- SO. 3 <br /> TL i7.a atom des®wesa usom mom� p• <br /> mw ,ss�l' ss;an_;,ss ,-.-so so: so as s1 <br /> % 72 =701 f7G1 W651 ASL 0M MMMI6 W601"-�.'ss'zF:3�_ss;:<:_:C-ss"��':,+ss!fT 50 so' 4 <br /> T4 �Uoi N!l'ss� 6o},a$@gs6o 3;�ssw:a rrxrsssns M.ss« sD-= --lo=�=f-so 4 4s� <br /> 76 W701 1650 W60M 'SS,:"T+'55"L. '==50 s0 - So s0 4 <;50 401 <br /> 78 =7110 TC3607l[WI-760W.r.55�-� 33.,� 50';, -,540 � "50, ,Sp 9 40 40 _ 01 <br /> 80 N65q_R�IIM5t:-:";sty' S5'= - so 50 50 s0 45 rN]♦ ao 00 <br /> 82 j6FO-fi;;jW0 55 50 !0 so a! ml i2 'a <br /> 84 638Z- 53 Ss so 50 43 <f1 t451 W451 i0 t40M Waal NWs 51 <br /> ' note'for tde XI7fl2regionr,a mminaam ojDP SO it regnired,'a!lDPs des than'thir m'e fndica7ed in red , <br /> NOTE: <br /> The pressure charts show the design pressures for THE LOWER OF THE IMNDOW DESIGN PRESSURE(SEE SEPARATE APPROVAL) <br /> the selected mullion span and panel width for achieving bending capacity, deflection and OR MULLION DESIGN PRESSURE SHALL APPLY TO THE ENTIRE ASSEMBLY. <br /> concentrated load limits specified in the Florida <br /> Building Code, 6th Ed. (2017) edition. <br /> WORE. nra <br /> P`�l0F2Ety 9, <br /> Adhere to fastening instructions provided in this `�i'•.�(GENSFG�:, <br /> document to achieve the tabulated design ate? NO sazat N. <br /> pressures. :* * *? <br /> DIRECTIONS: ^90• STATE OF :gym; k��—"o <br /> SIMN TON' B MooA TSelect the module width and mullion span from .�F.�aoTo?:�2�. z� ° asthe chart to determine the allowable desi n '.,�ss!•..... �o� ww>n,e a aE« ".Ig iiA� naaAupressure for the product. When panel sizes are la 04 2a17 ETT: APPRw BY,Dnot equal on both sizes of the mullion, use the LUCAS A.TURNER,P.E FL PE t58201 2 of 3 J.LTURNER ENGINEERING k CONSULTING,INC. sTDRIOIRE 10A PLUS 3004E NIWCN <br /> larger of the panel widths from the Chart. FBPE C.O.A.P29779 Pn.941-380-1574 1239 JABARA AVE,NORTH PORT,FL 34288ELEVATION AND OE9GN PRESSUPE CNARTG <br /> I <br />