Midwestern Engineers, Inc. Plan Preview

52'-0" 0/0 CONC. SLAB ®- --- u 0 ' u 0 0 "' -..._ N 0 ' 0 "' ®----- I I --- I L I I --- .I ' -1- :· a · -•: ' ",' ,• ., . 7 ' I I I L_ j _ _ _J cb 14'-0" ., ' 11_ t"' 7 ' ' ,. I ;la· I 1 • ' ' A (1YP.) 31 I L_ i _ _J ' . I 14'-o" 14'-0" ' " _1_ I 7 I .• ,. a · • � � .. I L -1- _J ' 14'-o" 42'-o" 14'-0" 14'-o" C.J. (1YP.) I _1_ I '@ ---- I '' . _J 4'-0" TYP. L -j- .J ' --- 0 I "' N --@ --® (1YP.) ' 0--�--�--� r- ' 0 "' N , 33 l T l l l I l l 14'-0" ' I _l_l_( I I f i I I • �-'- ,_ I/ ,_ � 4 � +., ''- I/ II I I ' ' ' 14'-o" f 14'-o" r-0 r-0 ' i ' ' ' ' Iii' H I I I i N � i l N "' -� � H H H H i / 4 H '- .,-,ii--- - (1YP.) --, I\ � , u1 l ,_ ,_ m- - - e-- ----@ --i...- : I � � I ROOF PLAN KEY NOTES 0 0512QQ STRUCTURAL sn:EL FR,'\MINQ PROPOSED 42'-�" W1Ox22 WF STL BEAM 0 061000-ROUGH CARPENTRY 2x4 SOFFIT SUPPORT @ 16" o.c. & 2x6 FLY RAFTER EACH END 0 06100Q-RQUGH CARPENTRY 2x6 GUTTER BRD 0 0617:,,l SHOP FAB. WOQQ TRUSSES WOOD TRUSS @ 2'-0" O.C. N ROOF FRAMING PLAN GENERAL TRUSS CONSTRUCTION NOTES SCALE: 1 /8" - 1'-0" NOTE: 1.) ALL FASTENERS SHALL BE HOT-DIPPED GALVANIZED WHERE IN CONTACT w/ MASONRY, CONCRETE, OR TREATED LUMBER. 1 2 3 4 CONTRACTOR SHALL SUBMIT FOR REVIEW TRUSS SHOP DWG'S CERTIFIED BY AN INDIANA REGISTERED ENGINEER PRIOR TO TRUSS FABRICATION. THE STRUCTURAL FRAMING CONNECTION SCHEDULE SHOWN ON THIS SHEET SHALL BE USED AS A MINIMUM. ACTUAL TRUSS CONNECTIONS ARE SUBJECT TO CHANGE BASED ON ACTUAL REACTIONS FROM FINAL STAMPED TRUSS DWG'S. ALL TRUSSES SHALL BE LATERALLY & DIAGONALLY BRACED IN ACCORDANCE WITH TRUSS BRACING RECOMMENDATIONS SET FORTH BY THE TRUSS PLATE INSTITUTE. AT A MINIMUM, ALL TRUSSES SHALL BE TEMPORARI Y BRACED LATERALLY & DIAGONALLY IN ACCORDANCE WITH THE LATEST "BCSI-J" TRUSS BRACING MANUAL. STRUCTURAL FRAMING CONNECTION SCHEDULE FASTENER 1YPE CONNECTING MEMBER 8d C.W. WOOD ROOF SHEATHING TO TRUSS * 8dx1.5" C.W. TRUSS TO TREATED 2x8 SILL PLATES 20d R.S. " 3" SELF-DRILLING TREATED 2x8 SILL PLATE TO STEEL BM 12d C.W. TREATED 2x8 SILL PLATES SIMPSON STRONG TIE TRUSS ANCHORS: * 18 Go. HOG - H1A ** MODEL No. TFP1475 COMMENTS 12" o.c. FIELD & 6" O.C. PERIMETER (4)-8d NAILS TO TRUSS & (4)-8d NAILS TO TREATED PLATE 1 (2) -16d TOE-NAILS PER CONNECTION ROW CENTERED ON EA. SIDE OF BEAM FLANGE @ 24" O.C. 2 ROWS STAGGERED @ 24" O.C. 2" FROM EDGE OF 2x8's COMMON WIRE "C.W." NAIL SIZES: 8d C.W. - 0.1310 x2j" 12d C.W. - 0.1480 x3" 16d C.W. - 0.1620 x�" 20d R.S. - 0.1770 x4" N FOUNDATION PLAN 061000-ROUGH CARPENTRY SCALE: 1/4" - 1'-0" GENERAL NOTES ALL MATERIAL & WORKMANSHIP SHALL BE IN ACCORDANCE w/ THE 1 REQUIREMENTS OF 2012 IBC AS ADOPTED BY 2014 INDIANA BUILDING CODE & AMENDMENTS. 2 CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING ALL EXISTING STRUCTURES & UTILITIES. 3 ALL STRUCTURAL STEEL TO BE HOT DIP GALVANIZED. O,l,lQQO CAST IN PL!\CE CONCRETE -4" EXTR CONCRETE SLAB-ON-GRADE w/ 4x4-W4xW4 W.W.F. & SYNTHETIC FIBER MESH AW j"x1" DEEP S CUT EVERY OTHER WIRE AT SAW CUT LOCATIONS CUT JOINT � ,l20::i16-AQQREQATES FOR EXTERIQR IMPROVEMENTS E AGGREGATE 1YPE (A5) - 6" BASE COARS \ " ., �' � TYPICAL CONTROL JOINT DETAIL SCALE: 1 1 /2" - 1'-0" 1 .J._ T/VENEER ELEV. - 527.17' I :;�''.(!,/.'!>/,\·\{ 042000-UNIT MASONRY , LIMESTONE CAP ..../ ;,�, 2, MTL FLASHING -�1/f 4" DECORATIVE CMU VENEER (SELECTED BY OWNER)_........� ADJ. MASONRY VENEER ANCHORS (WOOD) - f. // /1/ 061600-SHE,'\THING * WALL SHEATHING - -\m41 ;//. 0725DQ WEATHER BARRIERS �- --- l" CEDAR BOARD CLADDED TO STL TUBE l" CEDAR BOARD TRIM D792DQ - JOINT SEALANT JS-#1 Q33000-CAST IN PLACE CONCRETE V l" FIBER EXP. MATERIAL 0512D0 STRUCTURAL STEEL FRAMING 6" SQ.x0.1875" ASTM A5D0 GR. B STRUCTURAL STL TUBE � //. � 061000-ROUGH CARPENTRY ..lf;, _,: 4', ;, ,!· - TREATED 2x4 WOOD FRAMING @ 12" O.C. AROUND STL 't COLUMN w/ TREATED TOP & BTM PLATES / ;,: j/ 051200 STRUCTURAL STEEL FRAMING 11-ffi 1 �++. -14" SQ.x1"T STL BASE PLATE w/ 1 1 ,.:;/ (4)-l"ox16" H.D.G. HEX HEAD A.B. BLDG WRAP --fflfl // I/_ 1 . 1" GROUT PAD UNDER B.P. ,11D T/FIN. FLR :;,. , � ELEV. = 524.50' _j __,,, " � <, •::,," 1;, ,:; Ca.!L' -- ------'I�- . . 079200 JOINT SEAL,'\NT � I' • • .. '\ 033000 CAST IN PLACE CON�:�� n ll ! 11 !J::r m lll T ' • 0 -=-�_;::\-�-• '? ! , � :,.._ \ \___ 0 2 3000 CAST IN PLACE C _? NC � ETE j" FIBER EXP. MATERIAL 11 1 - 11 1 I""' , .. ,• � - 111 1 11 _ 11 1 1 1 1 - 1 11 11 1 _ 1 1 1 11 ;.., 1 _ 1 1 'TT1 4 EXTR. CONCRETE SLAB ON GRADE w/ 2'-0"x2'-0"x2'-0" POURED CONCRETE PIER w/ I , : I rJJ.lrnJ 11- • • "_i � 1 1 1 1 11 111 111 11 1 11 , 1 J'i¾:rj- 1 �-� I I I':':- 4x4 - W4xW4 W.W.F. & SYNTHETIC FIBER MESH (8)-#5 VERT. BARS EVENLY SPACED AROUND #3 TIES_l - _Um- ill ,ll = lm.lli.i $ T/FTG �I 1 1, 1 1 1 1 � I I 1 I I; ' ' • ,. n " ,l20516 AGGREGATES FOR EXTERIOR IMPROVEMENTS _ SC::::pi..!.J;;;;;-l.lJ" ;;;;;J- 1JLl - -�•-J�--J.)l;I ;::;LI !JI l;;;;;i·,u_l �;J::'::'.=--+ 6" BASE COARSE AGGREGATE TYPE (A5) ELEV. S22.50' 1 c - • • , • COARSE AGGREGATE 1YPE (A3) OR (A4) FILL • t" A •• • • • • ....... , .... '-. ':' ..... .. ........ ........., .. ........ .. . •• 4'-6" TYPICAL FOOTING SECTION SCALE:3/4" - 1'-0" 033000-CAST IN PLACE CONCRETE 4'-6"x4'-6"x16" CONCRETE FOOTING w/ #5 BARS @ 9" D.C.E.W 20.0 PSF GROUND SNOW LOAD Pm D.D PSF MINIMUM FLAT ROOF SNOW I, 1.0 SNOW LOAD IMPORTANCE FACTOR P s 18.2 PSF SLOPED SNOW LOAD WIND Vult 115 PSF ULTIMATE DESIGN WIND SPEED, (3-SECOND GUST) V ,so 90 PSF NOMINAL DESIGN WIND SPEED RISK CATEGORY II EXPOSURE CATEGORY C C&C ±16 PSF MINIMUM FACTORED COMPONENT & CLADDING PRESSURE SEISMIC I, 1.0 SEISMIC IMPORTANCE FACTOR Ss 0.273g 0.2s SPECTRAL RESPONSE ACCELERATION s, 0.117g 1s SPECTRAL RESPONSE ACCELERATION Sas 0.288g SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION Sa, 0.185g 1s PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION SEISMIC FORCE-RESISTING "BEARING WALL SYSTEM"-ORDINARY REINF. MASONRY SHEARWALLS SYSTEM SITE CLASS D DEFAULT SEISMIC DESIGN C CATEGORY V 3.37 KIP DESIGN BASE SHEAR w 24.04 KIP EFFECTIVE SEISMIC WEIGHT Cs 0.14 SEISMIC RESPONSE COEFFICIENT R 2 RESPONSE MODIFICATION COEFFICIENT SOIL 9A 1,500 PSF ALLOWABLE SOIL BEARING PRESSURE qp 100 PSF/FT LATERAL BEARING RESISTANCE µ 130 PSF SLIDING COEFFICIENT I PROPOSED SHELTER BUILDING - STRUCTURAL PLANS REVISIONS ::: . : BID SET C 2023 Midwestern Engine�rs. lnc. 802 We�! Broa!lwav Street P.O. Box 295 Loogootee. Indiana 47553 DATE NOVEMBER 2023 DESIGN T.M.K. DRAWN T.M.K. Q.C. CHECK C.W.R. PROJECT NUMBER 2022024-05 3 1 31 DF 48 I FlLE NUMBER 53558 I Do Not Use Plan Previews for Take Off