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m <br />m <br />� 25 -025 -0 <br />21/2" ^ <br />3" DEEP REMOVABLE 2'-9 1/2" 8'-3" 4'-8 71811 6-5 5/8" 6-0" 9'-2" <br />METAL GRATING (TYP) I — — 711116" 2'-6" 312" 3' 2" 3` 2" 3' 2" 3'-2" 6' 0° <br />PNA ARMOR -EDGE TISLAB ELEV � 1 iYP <br />VARIES, SEE PLAN <br />n2e JOINT ASSEMBLY _ _ _ _ _ S591-07 <br />T.O. SLAB #7 @ 12 O.C, Ir— 1 r— �� MC10x33.6 <br />EL 100'-0" _ d <br />a ® m m m m m ev o <br />°. ° a i w <br />a <br />4, <br />�° a. 4. I SLOPE ° °� ° Q ° ° d 4 4 SLOPE 1'-0" p <br />z IOU, <br />(,� ° <br />4Lu <br />° a a (MIN) SLOPE W <br />Lu <br />11/4"xl 1/4"x1'-3" PNA SQUARE <br />DOWEL @ 16" O,C. INSTALL PER ° 4 Q ° a a� a a qa a n _a <br />MANUFACTURER'S SPECIFICATIONS a °° a 4 m a <br />° a s 4 - a 4 _ a <br />CD <br />a q <br />q <br />e ®a a ®- ® m ® v a. ®°. vm-d ® ® -®_ -. ® . ® ® a °m.' °a® <br />v °. v q v a <br />2`° PVC DRAIN PIPE EMBED PL1/2" #7 @ 12" O.C. <br />WATERSTOP (TYP) ROUGHEN SURFACE TO 1/4" @ 6'_0" O.C. MC8x21.4 LEDGERS TOP & BOT <br />OPP AMPLITUDE (DO NOT ROUGHEN <br />S591-07 HND @ WATER STOP, TYP) <br />SCALE; 1 "44' <br />2 <br /><c <br />LLJL 1 " BAND ALL EDGES, MATCH <br />—� BEARING BAR THICKNESS <br />1 GRATING <br />1 , <br />° I \ <br />SEE PLAN <br />(SPAN) <br />BEARING <br />_.A■ A <br />CROSSBAR <br />GRATING <br />ANGLE <br />SCHEDULE <br />"D" ANGLE SIZE <br />11/4' 112x112x1/4 <br />112' bm)8 <br />T 2 IfL(26/8 (LLV) <br />212' 3x2 M08 (LLV) <br />T 31&3X3/8(LLV) <br />CONTINUOUS GALVANIZED EDGE <br />ANGLE WITH 112"Ox4" HEADED <br />CONCRETE ANCHORS @ 2'-0" ON <br />CENTER, (2) MINIMUM PER ANGLE <br />SEE SCHEDULE FOR ANGLE SIZE <br />3" DEEP REMOVABLE <br />METAL GRATING (TYP) <br />F <br />MC8 I <br />PIPE INV EL 99'-5" — <br />SLOPE <br />PIPE INV EL 98'-6" — <br />�° <br />a <br />SCALE: 1 "=1'aO" <br />SYM REVISION BY APPROVED DATE SYM <br />A PFP SPAR PAINT BOOTH 1 AND 2 - IFC FOUNDATION W5983281 HG RLT 1025.19 <br />SECTION <br />CONTINUOUS GALVANIZED EDGE <br />ANGLE WITH 112"Ox4" HEADED <br />CONCRETE ANCHORS @ 2'-0" ON <br />CENTER, (2) MINIMUM PER ANGLE <br />SEE SCHEDULE FOR ANGLE SIZE <br />3" DEEP REMOVABLE <br />METAL GRATING (TYP) <br />F <br />MC8 I <br />PIPE INV EL 99'-5" — <br />SLOPE <br />PIPE INV EL 98'-6" — <br />�° <br />a <br />SCALE: 1 "=1'aO" <br />SYM REVISION BY APPROVED DATE SYM <br />A PFP SPAR PAINT BOOTH 1 AND 2 - IFC FOUNDATION W5983281 HG RLT 1025.19 <br />SECTION <br />ROWS <br />" W' <br />1" <br />„T" <br />"D" <br />W8, C8, S8 <br />2 <br />1/4 <br />0'-6" <br />3/8" <br />3/4" <br />W10, C10, S10 <br />2 <br />1/4 <br />0'-6" <br />3/8" <br />3/4" <br />W12, C12, S12, W14 <br />3 <br />1/4 <br />0'-9" <br />3/8" <br />3/4" <br />W16 <br />4 <br />1/4 <br />V-0" <br />3/8" <br />3/4" <br />W18 <br />5 <br />1/4 <br />V-3' <br />3/8" <br />3/4" <br />FACE OF STEEL <br />112" <br />(MAXIMUM) <br />W" <br />NOTES; <br />1) COPE FLANGES AS REQUIRED FOR <br />BEAM TO BEAM CONNECTIONS. <br />2) ALL BOLTS ASTM A325, <br />3) ALL CONNECTIONS TYPE N UNLESS <br />\\ <br />OTHERWISE NOTED. <br />ROWS @ 3' 2so <br />\\� <br />ON CENTER <br />SHEAR TAB <br />31/21, <br />� THICKNESS v "T" <br />BOLT DIAMETER = "D" <br />TYPICAL SHEAR TAB CONNECTION <br />DETAIL <br />SCALE: 1" 1'HO" <br />S591-07 <br />wwrAluxulul 1i III <br />S591-07 <br />0� <br />S591 -01 I S591 -07 <br />'IDES (TYP) <br />.3ERS <br />(TYP) <br />CONSTRUCTION NOTES <br />1� 11/2" DEEP REMOVABLE ALUMINUM GRATING CONTRACTOR TO POSITION PIPING <br />AGAINST CONCRETE FACE AND PROVIDE BANDING BAR AT OPENING. <br />2 2" 1 6" 9'-01/2" <br />PAINT BOOTH #1 & #2 <br />I <br />� 1 <br />1112"DEEP REMOVABLE S591-07 S591-07 S591-06 <br />ALUMINUM GRATING <br />1 TISLAB AT _ <br />T.O. SLAB TRENCH BEYOND <br />EL 100'-0" <br />(2) 4"0 PVC SLEEVES <br />W/ FLANGES @ 9" O.C. <br />J 8"Hx2411W <br />®a � ® BLOCKOUT <br />SLOPE 115:12 WATERSTOP (TYP) SLOPE 115:12 <br />4 d <br />o < <br />d a a ® SLOPE 11;12 <br />®° <br />a 4 v d <br />- a <br />M d <br />ROUGHEN SURFACE TO 1/4'° <br />AMPLITUDE (DO NOT ROUGHEN ° <br />WATERSTOP, TYP) <br />V-4112" 2'-0" 10" <br />JI <br />L <br />SCALE: 112"44' <br />t SUBTITLE <br />07.01.19 <br />10,25.19 <br />TITLE <br />10Z,19 <br />10.25,19 <br />10.25.19 <br />1025.19 STRUCTURAL MASTER <br />allul i im <br />T/SLAB EL€V VARIES, <br />SEE PLAN <br />