Midwestern Engineers, Inc. Plan Preview

� 0 < " c 0 " c " � 0 z 0 u 0 0 0 " m' N < u 0 u z " �' 0 ,Is z Cz �:,� J < .;..;u.. - "m' No Cl ........§.;. <:::J NN = _o -N -N � ---- 0 I . , ..._.S!w u :. c3 Iii � ;.l - _, < �..Q a. -<"' M Q _;Q '1;j �o :i; � � I 00 -< �u c_ !..; ;.,J 0 .. = :5 o rn <c +------- JACK TRUSS----- - - --➔> 5;12 061753-SHOP FAS. WOOD TRUSSES WOOD HIP TRUSS SYSYEM; TRUSSES @ 2'-0" O.C. w/ 12" OVHG +------- JACK TRUSS _ _ _ _ ___,_ 061000-ROUGH CARPENTRY 2x6 GUTTER BRD -� tlOIE,;_ 1.) ALL FASTENERS SHALL BE HOT-DIPPED GALVANIZED WHERE IN CONTACT w/ MASONRY, CONCRETE, OR TREATED LUMBER. N 0 ROOF FRAMING PLAN SCALE; 1/2" - 1'-0" STRUCTURAL FRAMING CONNECTION SCHEDULE FASTENER TYPE CONNECTING MEMBER COMMENTS 8d C.W. WOOD ROOF SHEATHING TO TRUSS 12" O.C. FIELD & 6" O.C. PERIMETER * 8d C.W. TRUSS TO TREATED 2x8 SILL PLATES (4)-8d NAILS TO TRUSS & (4)-8d NAILS TO TREATED 16d C.W. (2)-16d TOE-NAILS PER CONNECTION PLATE ** 12d C.W. JACK TRUSS TO GIRDER TRUSS (4) NAILS TO GIRDER & (2) NAILS TO JACK TRUSS ... 8dx1.5" C.W. HJ TRUSS TO HIP TRUSS (4) NAILS TO HJ TRUSS & (4) NAILS TO HIP TRUSS **** 12dx1.5" C.W. (20)-12d NAILS TO GIRDER, (7)-12dx1.5" NAILS TO HIP 12d C.W. HIP & JACK TRUSS TO GIRDER TRUSS TRUSS, & (4)-12dx1.5" NAILS TO JACK TRUSS ***** 12dx1.5" c.w. HIP TRUSS TD TREATED 2x8 SILL PLATES (6) NAILS TO HIP & (6) NAILS TO PLATES 12d C.W. TREATED 2x8 SILL PLATES 2 STAGGERED ROWS 2" FROM EDGE @ 24" O.C. SIMPSON STRONG-TIE TRUSS ANCHORS: COMMON \)'IRE "c.w." NAIL SIZES : * 18 Ga. HOG - H3 8d c.w. x2j" ** 18 Ga. HOG LUS24 0.131� - *** 16 Ga. HOG TJC 12d c.w. - 0.148¢ x3" **** 18 Ga. HOG - LTHJA26 16d c.w. - 0.162¢ x3l " ***** 18 Ga. HOG - HCP1.81 8dx1.5" c.w. - 0.131¢ X1j" 12dx1.5" C.W. - 0.148¢ x1l " I N NOTE: j"x1" DEEP SAW CUT EVERY OTHER WIRE AT SAW CUT 033000-CAST IN PLACE CONCRETE 4" INTERIOR CONCRETE SLAB-ON-GRADE w/ 4x4-W4xW4 W.W.F. 320516-AGGREGATES FOR EXTERIOR IMPROVEMENTS 6" COMPACTED COARSE AGGREGATE TYPE (AS) 1) 5 LINEAL FEET OF RIDGE VENT REQUIRED AT PEAK. CUT JOINT :-\ LOCATIONS \ \ 2) 5 LINEAL FEET OF VENTED SOFFIT REQUIRED ON EA. SIDE OF HIP ROOF, OTHER AREAS CAN BE SOLID. GENERAL TRUSS CONSTRUCTION NOTES 1 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 2 BE USED AS A MINIMUM. ACTUAL TRUSS CONNECTIONS ARE SUBJECT TO CHANGE BASED ON ACTUAL REACTIONS FROM FINAL STAMPED TRUSS DWG'S. 3 ALL TRUSSES SHALL BE LATERALLY & DIAGONALLY BRACED IN ACCORDANCE WITH TRUSS BRACING RECOMMENDATIONS SET FORTH BY THE TRUSS PLATE INSTITUTE. 4 AT A MINIMUM, ALL TRUSSES SHALL BE TEMPORARILY BRACED LATERALLY & DIAGONALLY IN ACCORDANCE WITH THE LATEST "BCSl-3" TRUSS BRACING MANUAL 20.0 PSF GROUND SNOW LOAD Pm 0.0 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; 1, 1.0 SEISMIC IMPORTANCE FACTOR Ss 0.273g 0.2s SPECTRAL RESPONSE ACCELERATION s, 0.117g 1s SPECTRAL RESPONSE ACCELERATION Sos 0.288g SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION So, 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 � 130 PSF SLIDING COEFFICIENT 1 0,33000-CAST IN PLACE CONCRETE 4" INTERIOR CONCRETE SLAB-ON-GRADE w/4x4-W4xW4 W.W.F. VAPOR RETARDER � T/FIN. FLR ELEY. - 524.50' 072100 THERMAL INSULATION 1" (ABOVE GRADE) B <I CONTROL JOINT DETAIL SCALE; 1 1/2" - 1'-0" . ' ' ..-_-; . . < �:".. 042000-UNIT MASONRY 8" SMOOTH FACE CMU w/ CONTINUOUS VERT. #5 BARS IN GROUTED CORES @ 48" O.C. �� ,'.e , • • � · 1;4________ JOINT REINF. @ 16" O.C. ; .. 'f '�. THICK SLAB SCALE: 1" = 1'-0" NOTE: 033000-CAST IN PLACE CONCRETE 1O" THICK CONCRETE FTG w/ (2)-#5 HORZ. BARS @ 1Q" O.C. DRILL & EPOXY 36" LONG #5 DOWELS @ 48" O.C. INTO FTG (6" EMBED) "XPS" RIGID BRO INSUL. (R-5) --- DECORATIVE CMU VENEER & STONE SILLS TO RECEIVE WATER AND GRAFFITI-RESISTANT TREATMENT PER SECTION 0420D0 "UNIT MASONRY". � T/VENEER ELEY. - 527.17' 061000-ROUGH CARPENTRY TREATED 1x4 @ 16" O.C.--- -� 042000 UNIT MASONRY 4" DECORATIVE CMU VENEER ____ r, FLEXIBLE FLASHING SYSTEM-�MORTAR TRAP WEEP SYSTEM 4" SMOOTH FACE CMU VENEER BTM COURSE � T/FIN. FLR ELEY. � 524.50' 042D00-UNIT MASONRY '----- JOINT REINF. @ 16" O.C. '------- FLEXIBLE FLASHING SYSTEM 1--------� 8" SMOOTH FACE CMU w/ CONTINUOUS VERT. #5 "!1:::::::-- -- -- IN GROUTED CORES @ 48" O.C. 18'kt, STONE SILL �--- -ADJ. MASONRY VENEER ANCHORS @ 16" O.C. . ._________ METAL FLASHING 033000 CAST IN PLACE CONCRETE �-- 4" INTERIOR CONCRETE SLAB-ON-GRADE w/ 4x4-W4xW4 W.W.F. VAPOR RETARDER 320516-AGGREGATES FOR EXTERIOR IMPROVEMENTS 6" COMPACTED COARSE AGGREGATE TYPE (A5) 072100 THERMAL INSULATION 320516-AGGREGATES FOR EXTERIOR IMPROVEMENTS COARSE AGGREGATE TYPE (AS) \ -------2" (BELOW GRADE) "XPS" RIGID BRO INSUL. (R -10) 4 033000 CAST IN PLACE CONCRETE -1#1\-- - - - --12" CONCRETE STEM WALL w/ T FTG \ ELEY. - 522.50 334113-FOUNDATION DRAINAGE 4" DRAIN TILE IN GEOTEXTILE FABRIC A 1 '-0" • ·� • • ., • " 2'-6" • #5 VERT. DOWELS @ 16" O.C. & #5 HORZ. BARS @ 8" O.C. !--+--- CONTINUOUS CONCRETE FOOTING w/ (2)-#5 BARS @ 12" O.C. • N - • l ' TYPICAL FOUNDATION WALL SCALE; 1" - 1'-0" PROPOSED RESTROOM - ROOF FRAMING PLAN REVISIONS = • : BID SET C :wv Midwe,;1em Engineers. Int. 802 West Broadway S1rect P.O. Box 295 Loogootee. lm!inm, 47553 DATE NOVEMBER 2023 DESIGN T.M.K. DRAWN T.M.K. a.c. CHECK C.W.R. PROJECT NUMBER 2022024-05 28 28 OF 48 I FILE NUMBER I 53561 Do Not Use Plan Previews for Take Off