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Q <br />w - <br />Of w <br />w N <br />U of <br />co M <br />- <br />o <br />wZz 7 <br />cn <br />5� <br />c�q <br />v/ <br />z� <br />Z w <br />Ino <br />< O <br />rj�o <br />L� <br />z <br />J <br />O� <br />0 <br />Zo <br />00 8 <br />W� <br />J � <br />w U <br />u. <br />S <br />o� <br />�w <br />z U' _ <br /><C Lu <br />Lu <br /><� <br />ZJ <br />�wo <br />�a <br />o� <br />w <br />�0 9 <br />H■ <br />A <br />($) 1te err r�r�nn� nnr�c+ <br />EVE <br />(14) <br />TOP OF FINISH FLOOR <br />TOP OF FOOTING <br />I <br />q SECTION <br />6004-SC-00-504 SCALE: NTS <br />ORIENTATION VARIES <br />�22) <br />Y"4'"' <br />HSS8 COLUMN <br />81/2I 1'-8" <br />5" <br />P d <br />0 <br />M <br />a ° <br />4 <br />° <br />° I\// <br />°p 4 p 4 <br />° m \ <br />4 <br />4 1/2" EMBED '3" CLR' <br />\ //\ <br />TYP <br />°e <br />o. <br />° <br />HSS8x8x3/8" COLUMN <br />WITH BASEPLATE <br />3/4" x 9" x 1'-2" <br />(2) 1-AB-24-4 112 <br />C SECTION <br />6004-SC-00-504 SCALE: NTS <br />ORIENTATION VARIES <br />C <br />— PRE -MOLDED EXPANSION <br />JOINT, TYP <br />a a <br />a <br />4 <br />QVAPOR BARRIER, TYI <br />1 <br />(8) #8 VERTICAL BARS, <br />EVENLY SPACED <br />(14) #4 DOWELS <br />D <br />I E <br />18'-0" CLEAR <br />9" (24' CLR) <br />20'-0' CLEAR <br />7" (20' CLR) <br />24'-0" CLEAR <br />7" (18' CLR) <br />BASEPLATE <br />3/4" x 9" x 1'-2" w/ (2) 13/16" <br />NEW WALL OPENING <br />SEE PLAN <br />HOLES FOR (2) 3/4" <br />(SEE PLAN) <br />PIER, PLATE <br />ANCHOR BOLTS <br />& COL <br />EXISTING WALL <br />5/1�� <br />5/16 <br />v ° <br />° v <br />v Q <br />v <br />22 CC <br />4 <br />D <br />n, a <br />° A O <br />HSS8 COLUMN <br />uj <br />a ° <br />Q' p m <br />a. <br />° <br />d A <br />PRE -MOLDED EXPANSION <br />JOINT, TYP <br />A <br />a <br />a v <br />1 1/2" 1 1/2" v <br />7 <br />° <br />v <br />p <br />BASEPLATEp ° <br />° <br />v <br />V-0 0 /2" 11 1/2" <br />g SECTION <br />6004-S6-00-504 SCALE: NTS <br />ORIENTATION VARIES <br />B 9 HSS8 COLUMN, <br />C 6004-SC-00-504 PLATE & PIER <br />1'-0" <br />6004-SC-00-504 <br />4" <br />(2) 1-AB-24-4 1/2 <br />PRE -MOLDED EXPANSION - <br />JOINT, TYP w <br />a lI vn <br />TOP OF FINISH FLOOR <br />Il ° 0 11 <br />Q 4 II 4 II , <br />4 <br />4 <br />WL° <br />° <br />p p /° p° <br />4 <br />04 / ( i <br />4 <br />\\\ \\p° <br />a' <br />1�� <br />4 ° <br />p a . <br />-I 4 <br />p <br />41 <br />\ ° <br />\`� I <br />1 <br />REVISED DETAIL <br />09/30/22 <br />AAT <br />WLK <br />BES <br />LEF <br />AJD <br />0 <br />ISSUE FOR CONSTRUCTION <br />07/15/22 <br />CSO <br />WLK <br />BES <br />LEF <br />AJD <br />REV <br />REVISION DESCRIPTION <br />DATE <br />DRWN <br />DSGN <br />CHKD <br />QC <br />APPD <br />2'-0" <br />� CONCRETE PIER <br />PIER DETAIL <br />6004-SS-00-303 SCALE: 1" =1'-0" <br />6004-SS-00-307 <br />REF. DWG. NO <br />HSS8x8x3/8" COLUMN <br />WITH BASEPLATE <br />3/4" x 9" x 1'-2" <br />D <br />Z <br />N <br />a <br />a <br />Q <br />6 <br />Q <br />, <br />3" CLR <br />TYP <br />(8) #8 VERTICAL BARS <br />(14) #4 DOWELS <br />REFERENCE DRAWING TITLE <br />I <br />G <br />H <br />J <br />(8) #8 VERTICAL BARS, 9 PLATE BASEPLATE <br />21.1 " " & COL " " <br />EVENLY SPACED 18-0 CLEAR 7 3/4 x 9 x 1'-2" w/ (2) 13/16" <br />(14) #4 DOWELS PIER NEW WALL OPENING HOLES FOR 3/4" <br />(SEE PLAN) 5/16 ANCHOR BOLL TS <br />0 <br />ca EXISTING WALL 3 SIDES EXISTING WALL <br />w TYP 5/16 <br />N <br />v D v a <br />Q Q <br />CC <br />° <br />. nJ !4!a ° HSS8 COLUMN <br />w <br />j\/ m <br />\ o p <br />° <br />PRE -MOLDED EXPANSION <br />JOINT, TYP <br />a <br />D <br />TILT ✓ N <br />UP PANEL BY i ° '., r 1 ✓ � <br />TILT UP PANEL BY 1 <br />° d OTHERS SEE DWG ° _ V-2" OTHERS SEE DWG <br />i XXXXXX J o va l xxxxxx 1 <br />BASEPLATE <br />a <br />SECTION 9 ._4,. 8"® HOLD HOLD <br />6004-SC-00-504 SCALE: NTS <br />E SECTION <br />6004-SC-00-504 SCALE: NTS <br />21.1 <br />E PIER <br />C 6004-SC-00-504 -� <br />HSS8x8x3/8" COLUMN <br />6004-SC-00-504 WITH BASEPLATE <br />HSS8 COLUMN 3/4" x 9" x V-2" <br />4" & PLATE a <br />(2) 1-AB-24-4 1/2 j <br />PRE -MOLDED EXPANSION Q ° z <br />JOINT, TYP <br />0 <br />TOP OF FINISH FLOOR r? < < a <br />NOTE: <br />1. ALL DOWELS SHALL BE DRILLED AND EPDXIED USING HILTI <br />HY-200 TO EMBED NOTED <br />SEE PLAN <br />W <br />VAPOR BARRIER, TYP\\/ p <br />w .° 41' I I < o (8) #8 VERTICAL BARS <br />(14) #4 DOWELS <br />p. <br />\ a ° ° p 4 ° p p <br />6004-SC-00-50400 <br />n _T <br />p 4 p <br />Nr <br />/3" CLR,1 1' 9"N 4 1/2" EMBED <br />a p <br />TYP \ p ° 4 Q TYP <br />4 p <br />j\\\j\ n p <br />4. ° <br />\\>>N ° <br />TILT UP PANEL BY <br />OTHERS SEE DWG <br />xxxxxx <br />p 4' <br />TOP OF FOOTING /\\ °: "'T' a' — r.� /` of Ak. Ji <br />SEE PLAN <br />/\\//� HOLD <br />�— d j\\ ° P ° 4 <br />%\!,\ 4 <br />1'-4 1/4" I 2'-9" <br />2 PIER DETAIL <br />6004-SS-00-307 SCALE: 1" =1'-0" <br />THIS ITEM HAS BEEN DIGITALLY SIGNED AND <br />SEALED BY B. E. SCHNEIDER, PE ON 10/18/22. <br />PRINTED COPIES OF THIS DOCUMENT ARE <br />NOT CONSIDERED SIGNED AND SEALED AND <br />THE SIGNATURE MUST BE VERIFIED ON <br />ELECTRONIC COPIES. <br />TITLE: <br />BLUE TRITON ZEPHYRHILLS <br />STRUCTURAL <br />FOUNDATION DETAILS <br />1 � 6004-SC-00-504 <br />1 OF 1 <br />1 <br />L <br />3 <br />0 <br />5 <br />L <br />h <br />0 <br />1 10 <br />A B C D E F G H I J <br />