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1 <br />7/16 <br />a <br />0 z <br />a,w <br />O <br />Lu <br />wQ 2 <br />0CL <br />a= <br />F-w <br />l� <br />B C <br />2 1/2" TYP <br />TILT UP PANEL BY TILT UP PANEL BY <br />OTHERS 2Q 2 OTHERS 11/2" <br />d TYP <br />a d 1/2" xl 2"x2'-8" ° <br />- EMBEDDED PL 1/2" xl2"x2'-8" <br />a EMBEDDED PL 7/16 <br />n <br />o w <br />W24x62 <br />cn g <br />0 <br />1/2" SHEAR PL W/ <br />z LL <br />(6) 1"0A325N BOLTS <br />w <br />° <br />- <br />z <br />L4X4X3/8X0'-10" <br />(10) 1/2"0 x 5" LONG <br />0 o <br />ERECTION SEAT W/ <br />STUDS GRADE: ASTM <br />~- Lu <br />co <br />1/4" STIFFENER PL <br />A29 <br />a <br />STUD SPACING IN <br />Z Z 3 <br />w¢ <br />1 DETAIL <br />HORIZONTAL AT 7" <br />Oo <br />o 0 <br />6004-SS-00-300 SCALE: 1" =1'-0" <br />z a <br />Lu m m <br />3/16 <br />TYP <br />COL <br />It <br />It <br />IL <br />T <br />° <br />II <br />a <br />a <br />w <br />ce <br /><( <br />it <br />a <br />cn <br />° <br />°. <br />W24x62 <br />1/2" SHEAR PL W/ <br />(6) 1 "0 A325N BOLTS <br />°d <br />(10) 1/2"0 x 5" LONG <br />L4X4X3/8X0'-10" <br />STUDS GRADE: ASTM <br />ERECTION SEAT W/ <br />A29 <br />1/4" STIFFENER PL <br />STUD SPACING IN <br />HORIZONTAL AT 7" <br />2 DETAIL <br />w a 3/16 3/16 <br />TYP <br />3116 <br />O z <br />w x <br />z Typ 3„ II <br />a o �Ts Typ 6�,L�. <br />5 ocn <br />wcn 4 <br />mY <br />co <br />w w / <br />wO <br />'-'J 3/8" GUSSET PL <br />C- J <br />wQ <br />o -� <br />0 <br />wo <br />0 m <br />zo <br />oa 5 <br />Z Y <br />cn Ln <br />H � <br />w <br />� J <br />O <br />U � <br />w <br />cn <br />d w <br />z <br />O <br />z o <br />z <br />,i w <br />w= <br />0� <br />¢Q <br />oLu <br />J <br />J <br />n= 6 <br />Rm <br />cr-w <br />w <br />2 =) <br />m= <br />U <br />wv) <br />¢Z <br />(Lz <br />w¢ <br />(10) 3/4"0 1 <br />A325N BOLTS <br />ON GAGE (24) 3/4"0 <br />A325N BOLTS <br />W24x82 <br />7 DETAIL <br />6004-SS-00-300 SCALE: 1" =1'-0" <br />2 1/2" <br />MAX <br />COL 1 1/2" <br />a w N a W36x135 <br />LU IN —\ <br />r W24x62 <br />o W24x62 <br />u) I I PL 1/2" <br />¢ TYP <br />O <br />w 7 coa _ (11) 3/4" DIA A325 <br />Y— BOLTS, TYP <br />0 — — <br />z� <br />— w <br />¢ LU <br />_ STRIP FLANGE <br />N o - - AT BOLTS <br />�Z _ - <br />o -o <br />z 3/16 4-8 <br />z J — <br />3/16 4-8 <br />o3-SIDES 3/16 ♦ _ _ 2'-0' STRIPPED <br />0 0 3/16 ( 7 FLANGE <br />8 - <br />0 — - `��� �-p WT12x31 <br />V <br />w v WT12X31 w w CAP PL 3/4"X6 1/2"XO'-6 1/2" <br />co <br />w 0 0 318 <br />}o w I I 114 <br />z co <br />k6 <br />a F-� I �3i8 <br />z_ PL 5/8"X16 1/4"XO'-11 1/4' CAP I I \ \ <br />o W/ (4) 3/4" A325 BOLTS 1 1/4" 1 1 1/2" GUSSET PL <br />FROM CORNERS PL 1/2" MIN \ <br />0 9 12 DETAIL (4) 1 "0 A325N BOLTS <br />6004-SS-00-300 SCALE:1" =1'-0" 3116 <br />6004-SS-00-300 / SCALE: 1" =1'-0" <br />3/8" GUSSET PL <br />3/8" BASE PL <br />3/8" GUSSET <br />(10) 3/4"0 A325N BC <br />(10) 3/4"0 A325N <br />BOLTS ON GAGE <br />10 <br />D E <br />(NOT USED) <br />3 DETAIL <br />(4) 3/4' <br />B" BASE PL <br />GUSSET PL <br />3/4"0 A325N BOLTS <br />g DETAIL <br />6004-SS-00-300 SCALE:1" =1'-0" <br />TYP 6 <br />PLACES 3/16 <br />>- <br />COL <br />L4x4xlA / <br />I I / <br />PL 1/2" MIN <br />/ 3/8 <br />1 ( / 1/4 <br />I <br />I > / <br />1 / CAP PL 3/4"X6 1 /2"XO'-6 1/2" <br />1/2" GUSSET PL <br />,e <br />I I 3 <br />o I (4) 1 "0 A325N BOLTS <br />of <br />r nl I <br />= 3/16 <br />SHEAR LUG AT <br />SEE DETAIL 5 ON BRACED COLUMN <br />SHEET 6004-SS-504 ONLY <br />FOR SHEAR LUG <br />ri DETAIL <br />6004-SS-O.300 SCALE: I" = l'-0" <br />2 <br />REVISED TO INCORPORATE RFIS <br />12/23/22 <br />ADG <br />BES <br />WLK <br />LEF <br />AJD <br />1 <br />ISSUED FOR CONSTRUCTION <br />07/15/22 <br />AAT <br />BES <br />WLK <br />LEF <br />AJD <br />0 <br />ISSUE FOR PERMIT <br />06/24/22 <br />AAT <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 />F <br />DOUBLE 1-003/8" <br />(5) 3/4"0 A325N BOLTS <br />BEAM <br />W24x62 <br />OR <br />W2 <br />W24x84 <br />' W24x62 <br />4 DETAIL <br />6004-SS-00-100 scALE:1" =1'-0" <br />g DETAIL <br />6004-SS-00-300 SCALE:1" =1'-0" <br />o,o�, n� ioocr ni -rvn <br />14 DETAIL _ <br />6004-SS-00-300 SCALE: 1" = V-0" <br />REF. DWG. NO REFERENCE DRAWING TITLE <br />TYP <br />3 SIDE <br />G <br />H <br />A <br />REFERENCE DOUBLE DOUBLE <br />ARCHITECTURAL L4X4X3/8" LG L4X4X3/8" LG <br />DRAWINGS <br />FOR ROOFING (5) 3/4"0 A325N BOLTS FOR <br />W24x84 <br />AND FLASHING <br />I <br />is 2 <br />5) 3/4"0 A325N BOLTS <br />1 /4 V <br />W12x62 <br />EXISTING TILT UP <br />PANEL <br />°' d <br />5 DETAIL <br />6004-SS-00-100 SCALE: l' =1'-0" <br />6004-SS-00-301 <br />(4) 3/4' <br />J <br />6 DETAIL <br />6004-SS-00-300 SCALE:1" = l'-0" <br />6004-SS-00-301 <br />3/16 COL <br />TYP 3/16 <br />1 1/2" 2 1/2" M <br />r r�2 x I <br />sx2�S <br />n <br />/ 2 1/2" CAP PL W/ <br />(2) 3/8" STIFF PL I (14) 3/4"0 A325N BOLTS <br />ON GAGE <br />3/8" GUSSET PL 3/8" BASE PL <br />(10) 3/4"0 A325N <br />BOLTS ON GAGE <br />1 p <br />DETAIL <br />6004-SS-00-300 <br />SCALE: I" = l'-0" A <br />TILT UP PANEL BY <br />QOTHERS <br />y <br />2 1/2" <br />° <br />4 <br />3/4"x21"x3'-7" <br />3/8 <br />° <br />EMBEDDED PL <br />io <br />d <br />DOUBLE <br />a <br />L5X3X1/2" LG <br />(9) 1 "0 A325N BOLTS <br />II <br />a <br />d <br />I <br />w <br />° Q <br />a <br />�I <br />° <br />TYP <br />No.71242SWE ' <br />s . <br />OF <br />' W36x135 <br />L4x4x3/8xl'-4" <br />ERECTION SEAT W/ <br />° T <br />1/4" STIFFENER PL r,, <br />° (32) 1/2"0 x 5" LONG <br />6 STUDS GRADE: ASTM A29 <br />1/4 <br />STUD SPACING IN <br />HORIZONTAL AT 5" <br />15 DETAIL <br />6004-SS-00-301 SCALE: 1" =1'-0" <br />(14) 3/4"0 A325N BOLTS <br />ON GAGE <br />I <br />W24x84 <br />11 DETAIL <br />6004-SS-00-300 SCALE: 1" = V-0" <br />"v <br />P <br />[af ME RRICK <br />MERRICK PROJECT NO.: 3021600491 <br />CLIENT PROJECT NO.: SCALE: <br />1'-4" <br />>S10x10x3/8 <br />1 1/16"0 HOLES <br />)R 3/4" OAB <br />16 DETAIL <br />6004-SS-00-300 SCALE:1" =1'•0" <br />6004-SS-00-301 <br />TITLE: <br />BLUE TRITON ZEPHYRHILLS <br />STRUCTURAL <br />LINE 13 CONNECTION DETAILS <br />REVISION: DRAWING NO.: SHEET NO.: <br />2 6004-SS-00-501 1 OF 1 <br />2 <br />3 <br />5 <br />7 <br />0 <br />A B C D E F G H <br />