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IN <br />Y" COL CAP PLATES <br />EXTEND COLS 1 <br />ABOVE DECK BEARING <br />,dK JOIST BEARING <br />`F EL. +13'-6" <br />HSS TO <br />HSS TYP 3/16 <br />DENOTES LINE OF ACTION <br />CONCRETE FILL NOT SHOWN <br />FOR CLARITY <br />T/SLAB <br />EL. 0'-0" <br />SEE 2/S2.1 <br />FOR <br />A36 PLATE <br />WASHER <br />OL T FOOTING <br />SEE PLAN <br />o� <br />w� <br />WmWzW <br />J <br />TACK WELD <br />NUTS TO <br />BOTTOM END <br />OF ROD <br />Q <br />SEE PLAN <br />PLATE TO>___E� <br />METAL DECK —\ HSS <br />HSS5x5xY4 (SLOPED) ' <br />� I <br />\ ANGLE / <br />�\ TO HSS 3 16 <br />ul <br />Ln <br />?r.y <br />\ / 1 <br />\ / 1 <br />\ / 1 <br />\ I <br />\ � I <br />\ , I <br />\ , I <br />DENOTES LINE <br />OF ACTION <br />1 <br />\ <br />I <br />/ <br />\ <br />I <br />\ <br />I <br />\ <br />I <br />, <br />\ <br />1 <br />� <br />\ <br />/ <br />\, <br />S <br />a <br />W <br />z <br />\ <br />/ <br />1 <br />o <br />tiN\ <br />cn <br />m <br />I <br />/ <br />\ <br />I <br />' <br />- - - - - - - <br />1 <br />�5°• <br />HSS TO <br />Z <br />;;�..` <br />HSS TYP <br />3/16 <br />co <br />C+i <br />r <br />g <br />a <br />W <br />I <br />z <br />J <br />U <br />cn <br />x <br />41 <br />v - id <br />d u u <br />v 1 d11 <br />� <br />SEE S1•.0 FOR j v <br />FOUNDATION <br />.v <br />4 <br />Q <br />v d 4* <br />.d <br />R X"x6"xO'-6" <br />JOIST TO <br />1 /4 V 2 \ANGLE <br />PLATE TO <br />1 /4 V 4 1 /2 JOIST <br />L6x6AxO'-9" <br />COAT COLUMN, BASE PLATE, <br />& ANCHOR RODS W/ <br />ASPHALTIC PAINT BELOW <br />TOP/SLAB <br />BASE PLATE ON Y4" SETTING <br />PLATE ON �4" NON -SHRINK <br />GROUT. SEE COLUMN & <br />BASE PLATE SCHEDULE ON <br />SHEET S1.0 & 2/S2.1. <br />ANCHOR ROD W/ <br />1Z"x"x" A36 PLATE <br />WASHER & 2 HEAVY <br />HEX NUTS AT BOTTOM <br />END. <br />SEE FOUNDATION PLAN <br />FOR DIMENSION <br />FLOATING SLAB <br />RIGID INSULATION —� <br />R <br />•t <br />q d <br />a I <br />SUBBASE (SEE NOTE <br />ON DRAWING S1.0) <br />S�4=�l <br />eS2 <br />SEE 3/S2.0 FOR <br />ADDITIONAL <br />INFORMATION <br />COMPRESSIBLE JOINT <br />FILLER. SEE ARCH. DINGS. <br />FOR THRESHOLD. <br />CONCRETE SLAB \ <br />SEE PLAN <br />OILI <br />T SLAB <br />EL. 0'-0" ` <br />00 a <br />T FOOTING <br />SEE PLAN <br />#4 DOWELS 0 16" O.C. l' <br />0 DOORS TYP. <br />FREEZER/COOLER ENCLOSURE <br />(3) 200 REDWOOD SLEEPERS <br />W/ %"W POWDER ACTUATED <br />FASTENERS 0 4'-0" O.C. <br />(ALTERNATE TO REDWOOD IS <br />CEDAR) <br />T SLAB <br />d' .c A. EL. 0'-0" <br />.a <br />B FTG <br />EL. -0'-9 1 /4" <br />8" (2) #5 CONT. <br />CONCRETE <br />RECESSED SLAB <br />0 <br />SIDEWALK SEE SITE <br />PLAN FOR DETAILS <br />GROUT MASONRY SOLID <br />BELOW TOP/SLAB TYP. <br />- #5 BAR W/ STD <br />HOOK 0 16" O.C. <br />ALTERNATING SIDES <br />SEE PLAN FOR <br />REINFORCEMENT DETAILS <br />CONT. Xi" COMPRESSIBLE <br />JOINT FILLER 0 PERIMETER <br />OF SLAB <br />g <br />o <br />in <br />4 <br />�3 <br />CONCRETE SLAB <br />SEE PLAN <br />cn <br />ot T/SLAB <br />�Q <br />EL. 0'-0" <br />o� - <br />GROUT MASONRY SOLID <br />BELOW T/SLAB TYP. <br />MASONRY WALL SEE <br />ARCH. DINGS. FOR <br />EXTENT <br />DOWEL W/STD HOOK TO <br />MATCH VERT. REINF. <br />SIZE & SPACING <br />(ALTERNATE SIDES). <br />SEE ARCH. FOR FINISH <br />CONT BOND BEAM W/ <br />(1) #5 BTM GROUTED <br />SOLID <br />8" NOMINAL CMU <br />FOUNDATION WALL <br />PAVEMENT, SIDEWALK, <br />OR FINISH GRADE <br />ob T FOOTING <br />SEE PLAN - . #5 0 12" O.C. z <br />U.N.O. W <br />! <br />N W <br />in <br />3" CLR. 2'-0" CONT. (3) <br />TYPICAL IStE FTG SCHEDULE #5 0 BOTTOM <br />AT SHEAR WALLS <br />NOTE: <br />FOOTING SHALL BE PLACED BELOW MAX. FROST DEPTH OR AS REQ'D <br />TO ATTAIN ALLOWABLE SOIL BEARING CAPACITY. <br />3 SECTION <br />MOP SINK (GRATING, DRAIN, <br />WATERPROOFING, FINISHES, & <br />UNDER -SLAB GRANULAR BASE <br />NOT SHOWN) <br />SLAB EDGE BEYOND <br />%"xlh" PERIMETER LEDGE <br />FOR GRATING & ITS FRAME 2'-0" <br />(2) #4 CLOSED HOOPS <br />AROUND RECESS <br />(3) #3 U-BARS E.W. <br />OL T SLAB <br />EL. 0'-0" r .. . <br />_ <br />I <br />I. sin <br />8" <br />VAPOR BARRIER <br />CONT. BOND BEAM W/ <br />(1) #5 TOP ,._ mf%-r r 1.. <br />GROUTED SOI <br />mK T/SILL <br />SEE ARCH DWGS <br />CONT. BOND BI <br />W/(1)#5B07 <br />GROUTED SOLID <br />Aik T/SLAB <br />EL. 0'-0" <br />T/ FOOTING <br />Y SEE PLAN <br />SUBBASE (SEE NOTE <br />ON DRAWING S1.0) <br />SEE 3/S2.0 FOR <br />ADDITIONAL <br />INFORMATION <br />4 SECTION <br />2.0 3/4„ _ 1,_0„ <br />BRACED <br />FRAME SECTION <br />5 SECTION <br />6 SECTION <br />r7 NOT <br />USED <br />S2.0 3/4„ = 1'-0„ <br />S2.0 3/4„ _ 1'-0„ <br />SEAL <br />WELD <br />g" END SEAL <br />ATE N.S. & F.S. <br />I" MIN. THRU <br />ATE <br />T, <br />81 BRACED FRAME DETAIL <br />2.0 N.T.S. <br />9 SECTION <br />2.0 3/40$ = 1 '-0„ <br />GROUT SOLID AFTER <br />SLEEPER INSTALLATION <br />GROUT MASONRY SOLID <br />BELOW TOP/SLAB TYP. <br />PAVEMENT, SIDEWALK, <br />OR FINISH GRADE <br />SEE 3/S2.0 & 9/S2.0 <br />FOR ADDITIONAL <br />INFORMATION <br />GROUT SOLID AFTER SLEEPER <br />INSTALLATION SEE ARCH. — <br />DWGS. FOR THRESHOLD <br />Y SEE PLAN <br />SUBBASE (SEE NOTE <br />ON DRAWING S1.0) <br />#4 DOWEL 0 16" O.C. <br />3/4" = 1 ' —0" <br />SIDEWALK. SEE SITE <br />PLAN FOR DETAILS. <br />GROUT MASONRY <br />SOLID BELOW <br />TOP/SLAB TYP. <br />#5 BAR W/ STD. <br />HOOK 0 16" O.C. <br />ALTERNATING SIDES <br />SEE ARCH FOR FINISH <br />DOWELS W/ STD. HOOKS TO <br />MATCH VERT. REINF. SIZE & <br />SPACING. ALTERNATE HOOK <br />DIRECTIONS & ROTATE TO <br />FIT IN FOOTING. <br />GROUT MASONRY SOLID <br />BELOW TOP/SLAB TYP. <br />z <br />0 <br />a <br />It <br />U) <br />0 <br />NOW I I It <br />••f R. <br />. SFM►TE t� •: <br />.. <br />Date: 2023.08.09 15:32:31-04'00' <br />THIS DOCUMENT HAS <br />BEEN DIGITALLY SIGNED <br />AND SEALED. PRINTED <br />COPIES OF THE <br />DOCUMENT ARE NOT <br />CONSIDERED SIGNED AND <br />SEALED. THE SIGNATURE <br />MUST BE VERIFIED ON <br />ANY ELECTRONIC COPIES <br />OF THE DOCUMENT <br />07.28.2023 <br />DATE <br />w <br />D <br />v <br />< o <br />Q N G <br />IL H Q NN <br />- Z 3 l7 � <br />T v W M <br />o <br />W ui <br />J mo <br />a a 3 z <br />a rro a- <br />0 <br />02!v6 O0 <br />amu, v�>> <br />J <br />a <br />` <br />o dv c A ao <br />0e <br />o �;NO <br />v�vsoo_a <br />® ° vc o <br />.a+= V•p 0 0 <br />0 oc <br />N c cam+ a rA v <br />�vo;'v,Ecc <br />f O COU0c.'X�0 <br />y U c O t O <br />y c U o <br />Cu <br />O JQ O ` <br />V, o (!1 c a) O <br />O tw <br />Cw U•N <br />y .0 O •U 0 y N <br />(� v On m mod ° <br />Vto 0 ° rn a0 <br />2 U C L O a) O` •0 <br />O z c y•_ U <br />!L o F0 3 o.c o° o <br />U or- <br />inCL =O 7 f011 a, <br />2 O O�OL �t <br />a <br />HSS COLUMN W/ BASE PLATE ON Y4" <br />CENTERLINE COLUMN <br />SETTING PLATE ON -Y4" NON SHRINK <br />I I <br />&FOOTING <br />80 <br />�i <br />8 N <br />GROUT. SEE COLUMN & BASE PLATE <br />SCHEDULE FOR ANCHOR ROD CONFIG. <br />; I ; <br />COAT COLUMN, BASE PLATE, & <br />x <br />Z <br />W o I <br />ox <br />CL <br />o <br />� N <br />j <br />ANCHOR RODS W/ ASPHALTIC <br />o <br />� <br />N <br />I <br />PAINT BELOW TOP/SLAB <br />cv <br />o <br />FILL BLOCKOUT W/ CONCRETE <br />i i <br />Y4 " ISOLATION JOINT <br />AFTER PLACEMENT OF COLUMN <br />" <br />N <br />C) <br />& BASE PLATE GROUT <br />I I <br />5 PROJECTION EXCEPT <br />N <br />li <br />6" AT BRACED FRAME <br />m <br />CONCRETE SLAB SEE PLAN <br />i i <br />COLUMNS <br />m <br />T SLAB <br />: <br />0 <br />' 1. <br />SEE 2/S2.1 FOR <br />J <br />ANCHOR ROD W 3" MIN <br />/ <br />HEAVY HEX NUT <br />#;;f.4. <br />A36 PLATE WASHERS <br />m <br />3 <br />Z <br />7 <br />AT BOTTOM END <br />T FOOTING <br />0 <br />.•.. . • - <br />� I:.` <br />• t SEE PLAN <br />c) <br />W <br />SEE FOOTING :.:. .. - <br />•..; <br />%. <br />r'- 'I <br />'IJ':. <br />_' .o <br />:. W: `.'. <br />�.:. <br />Q <br />0 <br />m <br />SCHEDULE FOR <br />REINFORCEMENT .'.'.::� . ^ :; : <br />:+ t► <br />I� " ' ii, <br />'. .m• o <br />: W , •.: a = <br />Q <br />In <br />• <br />•, !. <br />J <br />IL W N <br />V) <br />TACK WELD NUTS <br />TO BOTTOM ENDS <br />" <br />3 CLR. <br />N <br />0 <br />-' <br />c <br />OF RODS <br />O 00 <br />SEE PLAN & SCHEDULE <br />o <br />NSN#: 40871 <br />11 SECTION <br />/ „ <br />SS2,eO <br />2.0 3 4„ ,-0 = 1 <br />ILL' <br />W <br />U) FOUNDATION SECTIONS <br />