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SURFACE MOUNT FRANKLBENNA�v�E. <br /> FEa C <br /> OPTION CAN ONLY BE E E 2.250 3soo-- <br /> USED WITH HOST 1.000" 1.000" 22so•0, 'O J7z5�2019 <br /> (1)134"DRAIN 1.000" <br /> ATTACHED HOLE W/POP 1.000" Q V <br /> CONFIGURATIONS A RIVET DEFLECTOR, c '/3z"DIA.HOLES,TYP. c N 9/3z"DIA.HOLES,TYP. ` <br /> TYP• q _ n VALIO FORPERM ONLYUNO <br /> - % a R N C N NOTICE:IF MIS SHEET DOES <br /> (4)%"SS HILTI KWIK BYz"x81/z"x3/s" NOT CONTAIN AN ORIGINAL <br /> 6063-T6 ALUM. 6 SIGNATURE A ENGINEER SEAL: <br /> BOLT 3 W/2"EMBED, A ® IF THERE IS A DIGITAL <br /> AND 2 "MIN.EDGE " A PATE SHEET IS PART OF A DIGITALLY <br /> SIGNATRE ON SHEET I.THIS <br /> DISTANCE INTO d 0.220" SIGNED FILE,SHALL REMAIN IN <br /> CONCRETE(3 KSI MIN.) DIGWIRES of T�IIIS DMT PRINTED <br /> ARE NOT CONSIDERED SIGNED <br /> U' AND SEALED.IF THERE IS NO <br /> < n Ul DIGITAL SIGNATRE ON SHEET 1 <br /> 1.SO0" cq _ N ORTHISSHEEi DOESNOT <br /> HOST STRUCTURE, - M ® CONTAIN AN ENGINEER'S <br /> BY OTHERS - 0,093" I ® TOHis s SHEM.ET IS COPY DRAFT. <br /> Y!l0 N M I <br /> 3/4" 7" 3/4" I .. 0.093' i 6 M "", <br /> SURFACE MOUNT OPTION I "' ^ ' �® <br /> j I I I O?LLm F Q. w <br /> 3/4 7" 3/4�� I I I Q W= > WW w <br /> I z>U i ZppQpi <br /> 3/4" I I i i z <br /> O O I I m N Q o Z <br /> ____ ____ ________ I-= N O60 _- -_-- LO ry J'a_1 Ih C W o <br /> ____ ____ _________ _ <br /> I I I I ri a p60 z U)LL <br /> I I I I Iad Lto Ul <br /> O a w J <br /> R8I/z"XV2"x3/16i O / 0 ��/� d } RD <br /> 6063-T6 ALUM. D. <br /> '�/5a' \ �� <br /> PLATE O 22 �AypO 22 A50 <br /> (n o=v o <br /> aOOoi � Inu <br /> 1 (4)7/16"HOLES FOR }-2" 4 1/2" 2"--} 3/4" 'C 0 T o Z z <br /> 3/8"ANCHORS <br /> E-E SECTION NOTCHED POST AT MIDDLE NOTCHED POST AT END 3 a o D <br /> rIn <br /> 6063R-T60ARRT/C ALLOY/TEMPER U.N.O. Lu N w z <br /> TRUSIONS 12,6113" 0.esa^ 13.043" 1.062" 3 a a <br /> 0.678" 0.650" <br /> 0.300" 0.862" -1- 0.464" <br /> Lu <br /> EXTRUSION TOLERANCES TO BE PER INDUSTRY STANDARDS <br /> R 8.533" t 0.616" o �0.420" (. L¢L <br /> « 0.0 26 0.4110" 0.47410.006� 0.619" "oOl <br /> R2630" 0.598"-�-} o - - 0.702"TYP. 0.032" o N I a i <br /> 0.287" 0 0��4015"Y 0.8405" 0.494" F0.443" 0.522" 0.814" n 050"TYP0.7085" o of rt0.257" 0 1 1 ' 12000"�0 229"-} -12.000" 3"RISE x 12"x 0.050"ROOF PANEL Sd <br /> $ ry 0.0650" MI ri 0.065"TYP. `� "RISE x 12"x 1.132"ROOF PANEL TYP• 310 .A <br /> .l- -1- 013 305-H24 ��1.000" EMS 88-COLOR-LENGTH b p <br /> �6.0000"� 0.160" EMS 77-COLOR-LENGTH - <br /> 0.229" 8.000" <br /> ORISE x 6"ROOF PANEL }-4.500" b <br /> NE MS 56-63.015 �L12"RISE x 8"ROOF PANEL m8 <br /> > EMS 56-0-'046 0.186" $_ <br /> 1.875" <br /> 600" o <br /> t o +t00 0 y MAEI *EXTRUSION(6) t Io -� 0.093" � <br /> o MAY BE USED IN o ' <br /> 0.045" ry 0.130"o LIEU OF THE o 0.040" 0.093" IT�I C COPT0.1GHf ENGINEERING IXPRESS° <br /> ri m M m COMBINATION ciLo�. TYP. I.000" }-3.000" } N 17-5515 <br /> OF EXTRUSIONS SCALE:NTS UNLESS NOTED <br /> + (5)AND(7)AS ,�2.000"-{ �ol"x3"x1.6"x0.040"END CAP <br /> r-2.750"-t }1.750" SHOWN ON o }-4.000"-}0. <br /> 6 - /712"x2-x188"ANGLE ^ M3"-POSi <br /> SECTIONS A A x0.09 <br /> -HSADER UHEADER -C6063"TS 4x6"x093GUTTER BEAM 04M <br /> 103 <br /> "5M0-CO 6 AND EMS 11-63-320 Ms <br /> LOR-019 EMS 13-63-287 56-63-033 <br />