Midwestern Engineers, Inc. Plan Preview

C 3 � �, "' Q '- Q <:j I" '- > ;; 4 u = :.i � < - Q o. 0 z 0 F < z " " " I ' � 0 z 0 F u � 0 0 " m' N u " 0 " m c z " , 0 " C , " < s " " 0 , o c8 mo ...---. -' . ' , o NO om �- .- - N -N mo ·· � Ew •e Ow - " Qc c, "·o "u wz s-, 00 -< "u ·- ..:N 0 .. E -5 O 0 <c ' ' ' "' I "' "' I ro " I N 2 --- .. ie n 4 3 6'-6" o, "' " " FOOTING F2 DETAIL SCALE: 1/2" - 1'-0" 6' 6" - ·- - - 0/ V / ./ FOOTING F1 DETAIL SCALE: 1/2" - 1'-0" 2'-4" �" 1�" 1� " I !, ,, ' J 1 '-4 " A.B. HOLES I',. I',. v I',. T/STONE VENEER ELEV. - 538.DO ' 044313-ADHERED STONE MASONRY VENEER LIMESTONE TRIM CAP MANUFACTURED STONE VENEER------t.,,­ (NOTE: ALTERNATE METHOD TO ADHERE STONE TO CONCRETE PIER SIMILAR OR EQUAL PRODUCT TO TECHNISEAL'S "STICKYSTONE" ADHESIVE PRODUCT #: 60050572.) 033000-CAST-IN-PLACE CONCRETE 4" EXTERIOR CONCRETE SLAB-ON-GRADE w/ SYNTHETIC FIBER & 4X4-W4XW4 W.W.R.- #4 VERT. DOWELS @ 12" O.C. #4 HORZ. REBAR @ 12" O.C. COMPACTED AGG . FILL (INOOT #53's) � #6 BARS @ 1Q" O.C.E.W. COMPACTED AGG. FILL (INDOT #53's) 'r,..__ELECTRICAL CONDUIT AS REQ'D BY OWNER �--- 1 I MITERED 1x6 PVC TRIM BRD AROUND TUBE STL COLUMN (CAULK SIMILAR DR EQUAL TO OSI QUAD MAX @ T&BTM) F.F.E. 535.00' !----,----- -------- - --- '---. � ! 0) 1 ' -6" ' · - �-- WALL SECTION SCALE: 3/4" - 1'-0" T.O.F ELEV. - 532.67' ��- -� � �t ::.-- - MITERED 1,6 PVC TRIM BRO AROUND TUBE STL COLUMN (CAULK SIMILAR OR EQUAL TO OSI QUAD MAX @ T&BTM) 055213-PIPE & TUBE RAILING ,,----RAMP HANDRAIL EA SIDE T STONE VENEER ELEV. - 538.00' 044313-ADHERED STONE MASONRY VENEER LIMESTONE TRIM CAP MANUFACTURED STONE VENEER------ - - ­ (NOTE: ALTERNATE METHOD TO ADHERE STONE TO CONCRETE PIER SIMILAR OR EQUAL PRODUCT TO TECHNISEAL'S "STICKYSTONE" ADHESIVE r 4" CURB FOR EDGE PROTECTION st I N PRODUCT #: 60050572.) $ T/FIN FLR ELEV. - 535.00' 033000-CAST-IN-PLACE CONCRETE 4" EXTERIOR CONCRETE SLAB-ON-GRADE w/ SYNTHETIC FIBER & 4X4-W4XW4 W.W.R. #4 VERT. DOWELS @ 12" o.c. #4 HORZ. REBAR @ 12" o.c. T.O.F. ELEV. - 532.67' , "' COMPACTED AGG. FILL (INDOT #53's) 033000-CAST-IN-PLACE CONCRETE • ,• 8" , • • J (2)-12"• SONOTUBE FTG's w/ (4)-#3 DOWELS - - --1 ' N 2'-0" • • < 11" • • • • " • • 3'-6" 0 I n ' • ,f B STEP SECTION SCALE: 3/4" - 1'-0" • • • �------------STRUCTURAL STL TUBE COLUMN & BASE PLATE (BY OTHERS) 079200-JOINT SEALANT JOINT SEALANT "JS#1" - -, 055213-PIPE & TUBE RA I LING STAIRWAY HANDRAIL (TYP. OF 6) 033000 CAST IN PLACE CONCRETE #4 VERT. BARS DRILL & EPOXY 6" INTO T.O.F. (5)-CONTINUOUS #4 HORZ. BARS @ 8" o.c. 079200-JOINT SEALANT ,�-JOINT SEALANT "JS#1" ' : 033000 CAST IN PLACE CONCRETE :j" EXP. JOINT MATERIAL I ' --- : #5 BARS @ 12" O.C. LONG WAY i #4 BARS @ 12" O.C. SHORT WAY COMPACTED AGG. FILL (INDOT #53's) �--- - -MITERED 1,6 PVC TRIM BRD AROUND TUBE STL COLUMN 033DD0-CAST-IN-PLACE CONCRETE (CAULK SIMILAR OR EQUAL TO OSI QUAD MAX @ T&BTM) f EXP. JOINT MATERIAL AROUND TUBE- - -._ INSTALL SLOPED GROUT ON TOP OF CEMENT BRD & UNDER FLASHING FOR DRAINAGE 079200-JOINT SEALANT JOINT SEALANT "JS#1" w/ FOAM BACKER ROD --, ELECTRICAL CONDUIT AS REQ'D BY OWNER � #6 BARS @ 10" O.C.E.W. .tl.OJic ;:;0 24" DIMENSIONS SHOWN ON TIES ARE TAKEN FROM OUTSIDE. ��- #4 TIES @ 12" O.C. VERT. (U.N.O.) Cl) . � " 0 I I {'. ___ -::_ • 079200-JOINT SEALANT � -JOINT SEALANT "JS#1" 033000-CAST-IN-PLACE CONCRETE , ,- -j" EXP. JOINT MATERIAL 4" EXTERIOR CONCRETE SLAB-ON-GRADE w/ SYNTHETIC FIBER & 4,4-W4xW4 W.W.R . , __:__----#4,1O" SMOOTH DOWEL @ 16" O.C. w/ cc� "SIKA-SPEED LOAD" DOWEL INSERT cr--COMPACTED AGG. (INDOT #53's) 0 I n ' st I N T/STONE VENEER ELEV. - 538.00' TREATED 2,8 WOOD TOP PLATE j"T EXTERIOR APPROVED CEMENT BOARD SIMILAR OR EQUAL TO (PermaBASE®) AT TOP & SIDES OF FRAMING---1(,l TREATED 2,4 WOOD FRAMING w/ TOP & BTM PLATES AT PERIMETER OF TUBE STL COLUMN----j'4t-- T.O.P. ELEV. - 535.00' I I I , .:;-_,->;:"' . :),I, ": 'i:;,}t�)":. . oc·�-sf,:, 1 ;• ___ ..,__L .1----­ -----r -r-- -- - 033000-CAST-IN-PLACE CONCRETE #4 VERT. BARS @ 12" O.C. .. "' -"c - 1=�===� 1=====- = 1 t ' DRILL & EPOXY 6" INTO T.O.F. --, #4 HORZ. BARS @ 12" O.C. T.O.G. ELEV. = 533.75' ±1" T.O.F. ELEV. 532.67' ' ' ro I • ' I I : ' I, -=-===t C I I I ' I I I ::::=-·=-::;;=t 1 I • I I ' I I ;:l----..:, ,----- ' < I ;I I 1_..:r..__ __ _ :t-------- 1 I I a I I ' • I I I i' I • 4 • ELECTRICAL CONDUIT AS REQ'D BY OWNER n 4" 1 O" I I ' I ------------------- ,, I -------- ---------�' 1 Q " 1 O" 1 o" 6'-6" 1 O" MTL OR FLEXIBLE S.S. FLASHING AROUND STL TUBE COLUMN (PROVIDE S.S. DRIP CAP W/ HEMMED EDGE BEYOND STONE VENEER FACE) 044313-ADHERED STONE MASONRY VENEER -::::....v - -- -- -LIMESTONE TRIM CAP 9-����� � -MANUFACTURED STONE VENEER I{, (NOTE: ALTERNATE METHOD TD ADHERE STONE TO CONCRETE PIER SIMILAR OR EQUAL PRODUCT TO TECHNISEAL'S "STICKYSTONE" ADHESIVE PRODUCT #: 60050572.) ' .. 033000-CAST-IN-PLACE CONCRETE ,,---- -1j" NON-SHRINK GROUT PAD UNDER BASE PLATE A 4 079200-JOINT SEALANT - ----JOINT SEALANT "JS#1" • J 033000-CAST-IN-PLACE CONCRETE ;;;--..___4" EXTERIOR CONCRETE SLAB-ON-GRADE w/ SYNTHETIC FIBER & 4,4-W4,W4 W.W.R. f' EXP. JOINT MATERIAL (8)-#7 VERT. DOWELS W/ STD 90' HOOKS ;!:---#4 TIES @ 1O" O.C. VERT. (U.N.O.) COMPACTED AGG. FILL (INDOT #53's) . ... _ - --- --- �ROUGHEN T.O.F. UNDER PIER • ' • < • • 1 o" • • ' • 1 o" MIN. j" AMPLITUDE 3" 033000-CAST-IN-PLACE CONCRETE --l- -#6 BARS @ 10" O.C.E.W. 4" ':IL 16" A CONCRETE PIER P1 SECTION GENERAL CONSTRUCTION NOTES SCALE: 1" = 1'-0" RAMP & LANDING SURFACE SHALL HAVE A LIGHT BROOM FINISH. 2 CONCRETE PIER P1 REINF. DETAIL 1 TYPICAL EXPANSION JOINT DETAIL ALL FOOTINGS SHALL SIT ON UNDISTURBED SOIL A MIN. OF 24" BELOW THE FINAL FINISH GRADE. SCALE: 1" - 1'-0" SCALE: 1" - 1'-0" PROPOSED SHELTER - FOUNDATION DETAILS • u t:: - REVISIONS BID SET C?.024 /1.lidwcsl�m Engineer.<. Inc. S02 West Bro.1dway S1n:�1 P.O. Box �<JS Loogoot,x, lndi,u1:, 47553 DATE JUNE 2024 DESIGN T.M.K. DRAWN T.M.K. a.c. CHECK C.W.R. PROJECT NUMBER 2022115-00 1 5 15 OF 20 I FILE NUf.!BER I 43463 Do Not Use Plan Previews for Take Off