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<br /> <br />'2'x__' <br />CENTER PUR\.IN <br />BEAN SELECT 't' <br />FROII TABLE 2 <br /> <br />WOOO FRAU[ SHED WITH 2' x4' <br />PRESSURE TREATED PINE PlATE <br />AN~ TO ~CRETE WITH <br />1/4' lXMRETE FASTENERS <br />~. . 4'-0' O,C. <br /> <br />SHADlNC TYPE 1 DENOTES <br />EXTERIOR POST ROOf' AREA <br />SEE TABLE 4 <br /> <br />AN~ WITH HEADER CHANNEL <br /> <br /> <br /> <br />.... <br />0: <br />~ <br />U <br />~ <br />c.n <br /> <br />~ <br />:x: <br />.., <br />Z <br />"" <br />VI <br />>< <br />.... <br /> <br />MID SPAN BEAN <br />SELECT L FROII <br />TABLE 2 <br /> <br />sruCT BEAll <br />FROIl TABLE 2 <br /> <br />DOOl <br /> <br /> <br />AL TERNA TE: <br />WOOO FRANE SHED WITH 2'x4' <br />PRESSURE TREA lID PINE <br />PlATE ANCHOR TO CONCREl! <br />WITH 1/4' C<>>4CRETE <br />FASTENERS 4'-0' O,c. <br /> <br />SHADING TYPE n <br />SEE TABLE 4 <br />CA <br /> <br />j W/2 i <br /> <br />FRONT WALL BEAU SELECT <br />L FROIl TABlE 2 <br /> <br />SHADING TYPE I <br />SEE TABlE 4 <br /> <br />DOUBLE CARPORT WITHOUT CENTER POST <br /> <br />W <br /> <br />RECEI\1NG CHANNEl "- <br /> <br />l2' <br />G ROOf' PANElS <br />~ SEE TABLE 1 <br />VI <br />~ SPACE UAX. <br />:x: <br /> <br />~ <br />~ ;; <br />::lI :g <br />.., ~ <br />z VI <br />"" <br />~ ~ <br />.... ~ <br /> <br />2' x4. PTl' PlATE <br />W/ 3/8..4 1/2. <br />CONe, ANCHORS <br /> <br />J <br /> <br />, 2' x _ UfD SPAN <br />/ BEAU SEE S1UPlE SPAN <br />TABLE 2 <br /> <br /> <br />3' x 3' x 0.06' POST <br /> <br />Y 2500 PSI C<>>4CRETE WITH <br />6x6 "nOED WIRE IlESH <br />O\{R VAPOR BARRIER <br /> <br />J 3 1 /2' ~CR[TE SlAB <br />~I <br /> <br />SPACE IlAX. <br /> <br />TABlE 4 <br /> <br />-- <br /> <br />SECTION THROUGH CARPORT <br /> <br />VARIES <br /> <br />3 1/2' WH. C()4CRETE (SEE DETAIlS) <br />SECTION THROUGH UTILITY ROOM <br /> <br />UPllF'T SlRAPPlNG DETAIl <br /> <br />2'x4' LUllBER TOP PlATE <br />WITH ROOf' ABO\{ <br /> <br />NOTE: <br />1. ANCHOR PANS TO HEADER CHANNEL W/ <br />3 110 x 1/2. W/ WASHER. <br />2, ANCHOR PANS TO ROOf' BEAUS w/ <br />3 110 . 1/2' w/ WASHER. <br />3, ANCHOR PLATE TO CONCRETE FlOOR w/ <br />3/8. if 3 1/2' DmA BOlTS . 30. O.C. <br />4. STUDS TO BE . 16. O.C. 3. EDGES <br />6' ON FIELD 1 1/4' GAl. ROOfiNG NAILS <br /> <br />UPlfT SlRAPPINC DETAIL <br /> <br />MIN. 2500 PSI ~c. WITH 6 x 6 Y(LDED MRE <br />OR FIBER UESH TYPICAL ALL SlABS. <br /> <br />I I 15 BAR ~T. <br /> <br />~ <br /> <br />IoIOOERATE SlOPE FOOTING <br />2./12' - l' - 10' <br />SLAB DETAILS ADDRESSING EROSION <br /> <br /> <br />DO NOT BLOCK <br />FlRE EXIT \\lNOOW O\{RHANC VARIES <br />, /. <br /> <br /> <br />SELECT L f'ROII TABLE 2 <br />USE 'L' '" W/2 + O.H, <br /> <br />l2' - <br />~ <br />u <br />~ <br />c.n <br />.... <br />VI <br />o <br />:x: <br />.., <br />z <br />"" <br />VI <br />5< <br />.... <br /> <br />"y(' <br />VARIES <br /> <br />t- <br />l VARIES <br />(SEE TABlE) <br /> <br />3. x3. FlUTED POST IlAX. <br />HGT,-I2' FOR 120 UPH <br />\\lHO \fiOCITY <br /> <br /> <br />SINGLE CARPORT <br /> <br />STEEP SlOPE FOOliNG <br />> l' - 10' <br />MEETS THE REOUIRaf <br />OFCHAPTER f205S8C f991 ~ <br /> <br />OA l[ R[\1SOlS 0lK <br /> <br />I:' . <br />I <br /> <br />~~ ~~~~ <br />~Itl ~~i~e <br />!Ie ~~iil <br />~ ~ ~i~ar.i <br />~ @i ~?C~=~ <br />2i'" e~..l!s <br />bI~ !~15~u <br />~~ ...~!>~'" <br />;: ~ ~~~:5~! <br />. ~ ;;~~~~ <br />~~ i!i~;~;~ <br />If: . li::O~~'" <br />~!~ ~:s@iibl~ <br />~i~ I~hl~ <br />i ~ ~ ~i~~~~ <br /> <br />I <br /> <br />II <br /> <br />G) <br />a: <br />UJ <br />> <br />o <br />o <br />o <br />::i <br />o <br />G) <br /> <br />~ <br />gfi <br />JL <br />L!!'lr.i : <br />1~8~ <br />,I!'ct. <br />, ;~~~ <br />~ ~,..!. <br />~ @ile <br />~ ~! <br /> <br /> <br />SHEET , <br /> <br />2 <br /> <br />C'F 3 <br /> <br />: ~' <br />