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MAXIMUM A.S.D. DESIGN <br /> PRESSURE RATING (p.s.t.) WITH <br /> CORRESPONDING II <br /> MAXIMUM PANEL LENGTH II co r"£a°£T£COe"Loc`"E'K <br /> n YARlES I OR 2 i4'WORD STUDS <br /> n <br /> L (Ft.) VALID 2 OR 3 REQUIRED zwo <br /> FOR INSTALLATIONS j OROOR© 1/a0x 1 J/4 �nz5Da <br /> INTO POURED CONCRETE, TAPCON ANCHORS L6n <br /> CONCRETE BLOCK MIN, SEPARATION POURED CONCRETE I� ® 12'o.a �f I <br /> CONCRETE BLOCK WALL \ <br /> OR WOOD, TO GLASS OR 214'WOOD STUDS I <br /> REQUIRED ' <br /> MAX. AS.D. MAXIMUM \ \\ �'� J-D ALTERNATE LEG IOC 77ON <br /> DESIGN AN£L LENGT WIND SEPARATION L i <br /> PRESSURE ZONE 2'x z'x Q.s <br /> TING .s.f. L (ft.) " VARIES 96+ 2' z'x At.'uaaE oR <br /> �_g�� Mox. 080'3105-HI54 SHEET <br /> 60 7'-5' i. 2&J r' — � METAL Hum.BEKT PLATE <br /> • On. PANEL LENGTH IS J'-0' 4 9• 2- 4'x 4'x.072' <br /> 0 BOLT ox 6063-T6 OR <br /> ®24.O. C. Cont.Alum.ANGLE <br /> W/JACKMIT ' <br /> CASE B (Plan) SCALE• 1/4-CASE C_(Plan) <br /> - <br /> SCALE 1/4' 1' <br /> POURED CONCRETE <br /> CONCRETE BLOCK WALL <br /> 2'x 3'x.093'3105 11-14 OR OR 2 x4'WDOD STUDS <br /> POURED CONCRETE. <br /> 606J-T6 ALLOY Cont.Alum.ANGLE REQUIRED 6.n <br /> CONCRETE BLOCK WALL W/1/40 x 1 J/4'TAPCON <br /> 1 OR 2k4'WOOD STUDS ANCHORS O 12'O.C. 1.000- REObJ <br /> CUT PANEL REQUIRED <br /> L I- 2//4'GAP <br /> Nin. / TAPCO 1 ANCHORS <br /> X- DISTANCE <br /> 012' ANCHORS <br /> o]2.O.C. <br /> / POURED CONCRETE. <br /> CONCRETE BCOCK WALL <br /> 2",4'x 4 OR 1' OR 2 w4'WOOD STUDS <br /> J10-T6 AL OR -L REQUIRED <br /> 6063-T6 ALLOY 2.500' <br /> Cont.Alum.ANGLE. Nin. <br /> CASE A Plan CASE D (Plan) <br /> Zan) SCALE. //4-= 1" CASE E (,Plan,) <br /> SCALE.' 1/4-- 1- SCALE 1 4 = 1 <br /> 1111111,- EER ''/'• <br /> A. l <br /> i <br /> END CLOSURES DETAILS • \,'cENS FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) <br /> i <br /> NO d 02017 77L1ECO.1Nc CLEAR BERTHA STORM PANEL DRAWN BY' <br /> 2.00'DEEP) Lc. <br /> �O�.'. •1jYAl1c 0712517 <br /> IE L C O 114e. EASTERN METAL SUPPLY, INC PATE <br /> L TILUT TESTING!ENGINEERING COMPANY —68 WEST Ra1DS DRAG <br /> •' r' suax.a T,re s s.aL e,>mw rgr A m'. RTST PALM BEACIL FLJJ407 17-088 <br /> '•• DO90719 x[:; oomLm: W V 4l%w ,� DRAWING No <br /> EB-OOOfi7l9 <br /> P.E. S£fR�SINTURE/DATE WA LTar a nLLIT a.P.c Lw rJ^L^ 07 SHEET J OT 6 <br /> FLORID;U.I44}67 <br />