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<br /> <br />TYPICAL GLASS ROOM <br /> <br />'LASSROOMS > 8' HEIGHT FOR EXTERIOR LOAD-BRG. WALL OR PROJECTING MORE <br />"ROM HOST STRUCTURE OR > 500 S.F. OF FLOOR AREA REOUlRE <br />IrE SPECIFIC, SIGNED & SEALED ENGINEERING PLANS. 130 MPH WIND REGION REOUIRES <br />WINDOW PROTECTION FROM STORM DEBRIS PER 2001 CODE <br />2"x2"x.040" HEADER & SILL <br /> <br />THAN <br /> <br />2" STYROFOAM INSULATION (OPT.) <br /> <br />(TYP.o EA. ~ D) <br />3' -4' EDGE TRIP <br /> <br />WINDOW DESIGN (Psn <br />110 HPH (+20. 8 , (-27. 2) <br />120 HPH (+24. 7 , (-32. 4) <br />130 HPH (+29. 0 , (-38. 0) <br />135 HPH (+31.3 , (-40.9) <br />SIDING <br /> <br />110 HPH (+19.5), (-21.3) /;/. <br />120 HPH' (+23.2), (-25.4)/// I <br />130 HPH (+27. 2), (-29. 8) <br />135 HPH (+29. 4), (-32. 4) <br /> <br />POST SPAONe <br /> <br /> <br />" "x.040" STUDS <br />o 24" O.C. <br /> <br /> NOMINAL <br /> POST WALL <br /> SIZE HEIGHT <br /> 110 MPH <br /> 2' X 2" X . 044" l' 2' -9" <br /> 8' 2'-0' <br /> 2' X 3' X . 045" OR 7' 4'-6" <br /> 8' 3' -5" <br />. 2' X 2' X . 044" W/ (1) 9' 2'-8' <br />[1 1/2' X 2 1/8' X . 050" 10' 2'-2' <br /> 7' 5' -9' <br />. 2' X 2" X . 044" W/ (2) 8' 4'-5' <br />[1 1/2' X 2 1/8" X .050' 9' 3'-6" <br /> 10' 2' -1 A' <br /> 7' 8' -a' <br />2' x 4" X . 050' PATIO 8' 6' -2" <br /> 9' 4' -9" <br /> 10 3'-10" <br /> PSF 20 <br /> <br />EXIS TlNG <br />2" X 2" X .044" <br />#8 @ 12" o.c. (TYP.) <br />/ <br /> <br />, <br /> <br /> <br />1 1/2" X 2 1/8" X ,050" (TYP.) <br /> <br />. * PLAN - 2" X 2" X .044" * <br /> <br />w/ (1 OR 2) [ 1 1/2" X 2 1/8" X .050" <br /> <br /> <br /> <br />BASE If. AND POST CONNECTION <br />SEE DETAIL - SHEET 1) <br /> <br />SOL I D WALLS <br />POST SPACING <br />120 MPH 130 MPH 135 HPH <br />2'-3' 1'-11 l' -9' <br />l' -9' l' -6' }'-4' <br />3' -9' 3' -} , 2'-10' <br />2'-}0" 2'-4' 2'-2" <br />2'-3' 1 ' - 1 0' l' -8" <br />l' -} 0' }'-6' 1'-4" <br />4' - 9' 4'-0' 3' -8' <br />3'-8' 3'-0' 2' -7" <br />2'-}0' 2'-5' 2'-3' <br />2'-4' 2'-0' 1 ' -} A" <br />6' -8' 5'-7" 5'-2' <br />5'-1' 4'-3' 3'-If" <br />4'-0" 3'-5' 3'-}' <br />3'-2' 2'-8' 2' -5" <br />24 29 31 <br />l 2" X ALUM, BEAM <br /> <br />1 '.x2"xo. 050'. RECEIVING <br />CHANNEL w/4-18x1/2" SMS UP INTO BEAM <br />AND 2-#Bx1/2" tI EA. SIDE INTO POST <br /> <br />DETAIL A <br /> <br />THESE SrRUCTURES DESIGNED WITH <br />THE 2007 FLORIDA BLDG. CODE <br />~ CHAP. 6 OF ASCE 7 FOR 110-135 NPH WINO <br />VfLOCITY (J SEe. GUST) EXPOSURE 8. <br />VOID AFTER 2-7-05 1...-1.0 <br /> <br />OJ. 1I7D NORRIS ENGINEERING <br />772 COt..fMAN RO, <br />'MN 'fER HA VfN, FL. J3880 <br />(863) 299-1048 P.E, J2186 <br /> <br />Pg. 4-A <br />