Midwestern Engineers, Inc. Plan Preview

w r w 0 • w z 0 w w z o 0 w w 0 " 0 oc " w z " r z w , w oc N z 0 o w' w r z w , w 0 " , w w w 075323-E P O M ROOF I NG WATE R CUT-O FF M ASTIC TE RM I N ATI ON BA R 054000-COLD-FORMED METAL FRAMING CONTINUOUS 3"x3"x16 GA. GALV. ANGLE CONTINUOUS 6''x6"x16 GA. CALV. ANGLE 077100 ED G E M TL RO O F S PE CIALTIES 5" EX-B O X STYL E G UTT ER M TL F ASCIA TRI M w/ G ALV CLEAT 0 7 9200-JOINT SEALANTS SEALANT "JS-#2" _____/ / 12 MATCH EXISTING c::::::=7" 075323- EP D M RO OF I NG ROO F M E M BRA N E COVER BRO PO LYIS O . I N SUL. B R O. (R-20) 0S3100-STEEL DECKING 3" METAL DECK PAN (VERIFY EXISTING DEPTH) 061000- RO U G H CA RP ENT R Y "--- T R EAT E D 2x6 N AIL E RS " - ---�---- T R EATED 2x8 N AILE R S BETW E E N J O IST w/ SILL SEAL ER 072100-THER M AL I N SULATI ON '-------", ;:-- � :- - CL O S E D C E LL S PR AY FO A M CAVITY I N SUL. SECTION AT GUTTER 061000- R OIJ G H CA RP E N T R Y TREATED 2x6 & 2x4 NAILERS --­ TREAT E D 2x8 N AIL ER S BETW EEN W6x9's w/ SILL SEALE R 0531D O -STEEL DECKING 1J" METAL D E CK PAN 051200-STRUCTURAL STEEL FRAMING W6x9 STEEL BEAM@ 32" O.C. J"¢x16" A.T.R. EA. SID E 0 0 077100 EDGE M TL ROO F S P ECIALTI E S PR EFAB R ICAT E D SUR F ACE M N T R EG LET PR EFABRICATED C O UNTERFLASHING 075323- E PD M RO OFI N G ---+--TAPE RED PO LYIS O . INSUL. B RD . (R-20) ---"--- ROOF MEM B R A N E --1--- COVER BRO WAT ER CUT- OFF MASTIC TE RM I N ATI ON BA R 054000 COLD-FORMED METAL F RAMING ---+--CONTINUOUS 3"x3"x16 GA. G ALV. ANGLE ----l--CONTINUOUS 6"x6"x16 GA. GALV. ANGLE 077100-EO G E M TL ROO F SPECIALTI E S 5" E X-B O X STYLE G UTT E R +-- - M TL FASCIA T R I M w/ G ALV. CLEAT -->I.- 0 7 9200-JO I NT SEALANTS �---- SEALANT "JS-#2" E SCALE: 2" - 1'-0" L3x3xj" STL ANGLE EA. SIDE OF BEAM WEB --UJ 042200 INSULATED CONCRETE MASONRY '------8" SMOOTH FACE BONO BEAM w/ CONTINUOUS HORZ. #5 BAR 3" r 052100-STEEL JOIST FRAMING 1 O K1 OPEN WEB STL BAR JOIST 053100 STEEL DECKING 3" METAL DECK PAN (VERIFY DEPTH) 1" l" 077100- E D G E M TL R O O F S P ECIALTIES F LAT C OP I NG G ALV. C OP I NG CLEAT 075323- EP O M ROO FI NG 0521D O -STEEL JOIST FRAMING 16K2 OPEN WEB STL BAR JOIST Ill C •·· 6 ENLARGED DETAIL SCALE: 2" - 1'-0" 0 077100 E D GE M TL R O O F S P ECIALTIES --------- P R EFABRICATED SU R FACE M NT R E G LET ��=====Sc:;---- PR EFAB R ICATED COU N TE R FLASHI NG l:S'::::====!�1 ,, 061000 R O U G H CA R PE N T R Y --- T R EAT ED l" P LYW OOD ROO F MEM B R A NE ----1;'.:;J . / / -- T R EAT E D 2x6 N AIL E RS '--- - - -/----.L- C O V E R B R O PO LYIS O . I N SUL. B R O. (R-20) C '/ 051200-STRUCTURAL STEEL F RAMING , 3" SQ.xj " STL PLATE WASHER �;:::===� 075 323 -E P D M ROOF I NG --- ROO F M EM BRANE C O V E R BRO TA PERE D PO LYISO. I N SUL. B R O. (R-20) 1 + ' n r 3" 053100 ST E EL DECKING �-1J" M E TAL DECK PAN �-- � .. 17 (EA. SIDE r 051200 STRUCTURAL STL FRAMING WSx10 GIRDER BEAM 6"x6"xf SHEAR PLATE EA. SIDE 6"x3",a" FLANGE PLAT E 4" WIDE x f THICK PLAT E COLD BENT dWis L 052100-STEEL JOIST FRAMING 16K2 OPEN W E B STL BAR JOIST l'o'. D SECTION AT BEAM SPLICE I 051200-STRUCTURAL STEEL F RAMING L W6x9 STEEL BEAM@ 32" O.C. (2)-j"¢x2" HEX HEAD BOLTS W/ NUT & WASHER 3"x5"xj" SHEAR TAB �--C8x15 STEEL CHANNEL w/ f¢x12" A.T.R.@ 16" O.C. BTM/SAT " ' ELEV. - 404.17' UNIT SCAL E : 1 1/2" - 1'-0" I I - - -<•·1-1 5 S1.05 · -- -- - ----- - 1 2 3 l 4 095113-ACOUSTICAL P A NE L CEILI NG (SAT.) � 051200-STRUCTURAL STEEL FRAMING L4x3x/i," GALV. ANGLE EA. SIDE [ANGLES TO HAVE MIN. 4" BRG.] ENLARGED DETAIL SCALE: 2" - 1'-0" --- GEN-ER.AL CONSTRUCTIONTNOTES�--� _c • .. -,;- • -" " .,- ''-- ¥ - ' � ALL STRUCTURAL ST E EL SHALL BE HOT DIP P ED G ALV. ALL PRO P OSED OPEN STEEL BAR JOIST TO BE PAINTED PE R 099123 INTERIOR PAINTING "SCHEDULE". JOINT SEALANTS USED FOR ROO F MEMBRAN E & EDGE METAL SPECIALITIES SHALL BE APPROVED FOR USE BY ROO F MEMBRANE MFGR SUBMIT SHOP DWG's F OR ENGINEER APPROVAL F OR ALL STRUCTURAL STEEL MEMB E RS, BAR JOIST, & METAL D E CKING BEFORE FABRICATION. 46713-AERALATER TREATMENT UNIT 1---- P AINTING F OR AERALATER F LASHIN G RIN G (VERIFY HEIGHT) ' 077100 E DG E M TL ROOF S PE CIALTIES FLAT C O PIN G G ALV. C O PI NG CLEAT --------------------------, i i -L-------- -' 0 = 7 = 53 = 2 ":". 3 R/ - ¥ EP )F D I M ill RO IR O R F A> IN JF G - OOF M E M B R A N E --------ar :l" 1 " C O V ER B R O PO LYIS O . INSUL. B R O. ( R -20) :l'' 1 " 053100 STEEL DECKING 3" METAL DECK PAN (VERIFY EXISTING 3" COPE T/BTM BM FLANGE 5 @ 051200 STRUCTURAL STEEL F RAMING (4)-j"¢x2" HEX HEAD BOLTS W/ NUT & WASHER �-- + --+H+f ----H--- GALV. W8x10 STEEL GIRDER BEAM -J-1--- L2"x2"xf STL ANGLES EA. SIDE '---="'Jli"==='llb dllb ij "- - - 052100 STEEL JOIST F RAMING �16K2 OPEN WEB STL BAR JOIST ENLARGED DETAIL SCALE: 2" - 1'-0" 042200-INSULATED CONCRETE MASONRY UNITS ----+----4- EXISTING OPENING F R O M DEMOLISHED EXHAUST F AN TO B E _ _L_____ -1__�---'----f---'-------1--,----'-- F ILLED w/ 8" SMOOTH FACE DOWELED & GROUTED CMU. -- - -- I I I I I S EE H E AD ER DETAIL "H1" O N SH E ET "S1.06". ' 0 I <O [DO THIS B EF ORE INSTALLING COUNTERFLASHING TO WALL] 095113 AC O USTICAL PANEL CEILI NG (S.A.T.) 054000 COLD F ORM E D METAL FRAMING I I i----- INTERIOR NON-LOADBEARING WALL FRAMING -----"- 092900 G Y P SU M BOA R D 1 LAY ER i" TYPE 'X' 066400 PLASTIC P A NE LI NG ADH E R E D P LASTIC SH E ET P AN E LI NG 033000 CAST IN PLAC E CONCRETE 4" INTERIOR SLAB-ON-GRADE w/ 4x4-W4xW4 W.W. F . ------ T/CMU WALL "' ELEV. - 405.50' ------� 042200-INSULATED CONCRETE MASONRY UNITS HORZ. JOINT REINF.@ 16" O.C. VERTICALLY 8" SMOOTH FACE "OMNI" CMU w/ VERT. #4 BARS IN GROUTED CORE@ 32" O.C. 5 BOTIOM O F METAL DECK P AN SHALL B E P RIMED & P AINTED WHITE AFTER WELDING PER 099123 INT E RIOR PAINTING "SCHEDULE". ALL GALV. STEEL EXPOSED TO VIEW SHALL B E PAINTED PER 099123 INTERIOR r -- --- 1 l - _ - : --------------------------------- +---l:: -= l �!' �=1,F==±=======:=,:,==:::::_;:::. �" .=:'.:::=�� C BUILDING SECTION SCALE: 1/4" - 1'-0" 6 PA I NTING "SCHEDULE". 079200 JOINT SEALANT$ j" BACKER R O D w/ SEALANT "JS-#2" EA. SIDE 042200 INSULATED CONCRETE MASONRY UNITS #4 VERTICAL BAR IN GROUT FILLED CORE ------------------ - � 033000 -CAST IN PLACE CONCRETE 1 O "L #4 SMOOTH DOWEL@ 16" O.C. VERT. DRILL & EPOXY 5" INTO EXISTING BLOCK WALL & GREASE DOWEL F OR NEW WALL AND CAP 3 TYPICAL CONTROL JOINT DETAIL SCALE: 1" - 1'-0" I I ,_ - - I S1 S1 06 . , • ' • T/EXISTING F IN. F LR "' ELEV. - 396.17' T/FTG " ' • I ELEV. • - 394.17' I I I ' I I -----------------------------------------------------------�-� 4 ENLARGED RESTROOM � SCALE: 3/4" - 1'-0" PROPOSED BUILDING SECTIONS & DETAILS • u t:: - REVISIONS \\\\\l\l I ll/111,, ,,.,, ,\' W,... Ktot 1 1 1 , 1 , , ,'\ .••...••.•,,y,r.1 ., �nv ·· ST[ '· '-( " '° <.,�,··,s,1 R,;,··. < "- j / � No. \ %_ S i PE12100483 e BID SET q.i 2023 Midwestern Engineers, !nc. 802 West Broadway Street P.O. Bo� 295 Loogootee, [ndiann47553 DATE NOV. 2023 DESIGN T.M.K. DRAWN T.M.K. a.c. CHECK PROJECT NUMBER 2017043-01 S1 .05 20 OF 47 I Fllf NUMBER 43651 I Do Not Use Plan Previews for Take Off