Midwestern Engineers, Inc. Plan Preview

6" tt l ' I I I I I I I I >:: I I � I I I I I I I 16'-0" COMMON GABLE TRUSS "' 1 • 1 1 ..,_ l++ I +++++h+J+.q< ++1H+<'H� I I I I I , I l-+H+t-t++t+H+t+ttrl-rn+-l-H1 I I I w�7T,,b:,,, ;u'L0/�;).l �L---�-L ! tj f .......::L.l l I - -t---- - -•--­ ,, __ J_ _ _--- --· } I I K I � I J_ NOTE: 1.) ALL FASTENERS SHALL BE HOT-DIPPED GALVANIZED WHERE IN CONTACT w/ MASONRY, CONCRETE, OR TREATED LUMBER. ROOF 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 l @ @ @ @ @ * 8d c.w. TRUSS TO TREATED 2x8 SILL PLATES (4)-Bd NAILS TO TRUSS & (4)-8d NAILS TO TREATED PLATE 16d c.w. ** 12d c.w. 2x4 LADDER FRAMING TO DBL TRUSS ... 8dx1 .5" C.W. HJ TRUSS TO HIP TRUSS **** 12dx1.5" C.W. 12d c.w. HIP & JACK TRUSS TO GIRDER TRUSS ***"'* 12dx1 .5" c.w. HIP TRUSS TO TREATED 2x8 SILL PLATES 12d C.W. TREATED 2x8 SILL PLATES SIMPSON STRONG-TIE TRUSS ANCHORS: * 18 Go. HOG - H3 ** 18 Ga. HOG - LUS24 *** 16 Ga. HOG - TJC **** 18 Ga. HOG - LTHJA26 ***** 18 Ga. HOG - HCP1 .81 (2)-16d TOE-NAILS PER CONNECTION (4) NAILS TO GIRDER & (2) NAILS TO JACK TRUSS (4) NAILS TO HJ TRUSS & (4) NAILS TO HIP TRUSS (20)-12d NAILS TO GIRDER, (7)-12dx1.5" NAILS TO HIP TRUSS, & (4)-12dx1.S" NAILS TO JACK TRUSS (6) NAILS TO HIP & (6) NAILS TO PLATES 2 STAGGERED ROWS 2" FROM EDGE @ 24" O.C. COMMON WIRE "C.W." NAIL S I ZES: 8d C.W. 0.131¢ x2J" 12d C.W. � 0.148¢ x3" 16d C.W. � 0.162• x3j" Bdx1.5" C.W. 0.131¢ x1j" 12dx1.5" C.W. � 0.148• x1j" 6" tt 061000-ROUGH CARPEN TR Y -2x6 FLY RAFTER (TYP) 06.1753-S�OP fAB. WO.OD !RUSSES =�wooo TRUSS SYSYE M; ___ , TRUSS[s @ 2'-0" o.c. w/ 16" OVHG .061.000-ilOUGH. CARPENI�Y - 2x6 GUTTtR BRD (TYP) _. 20.0 PSF GROUND SNOW LOAD Pm 0.0 PSF MINIMUM FLAT ROOF SNOW 1, 1.0 SNOW LOAD IMPORTANCE FACTOR Ps 18.2 PSF SLOPED SNOW LOAD : WINO' . ' Yu1t 115 PSF ULTIMATE DESIGN WIND SPEED, (3-SECONO GUST) V ,sD 90 PSF NOMINAL DESIGN WINO SPEED RISK CATEGORY II EXPOSURE CATEGORY C C&C ±16 PSF MINIMUM FACTORED COMPONENT & CLADDING PRESSURE . ' SEISMIC· I I, 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"-OROINARY REINF. MASONRY SHEARWALLS 1 2 3 4 5 SYSTEM SITE CLASS D DEFAULT SEISMIC DESIGN C CATEGORY V 3.37 KIP OESIGN BASE SHEAR w 24.04 KIP EFFECTIVE SEISMIC WEIGHT Cs 0.14 SEISMIC RESPONSE COEFFICIENT R 2 RESPONSE MODIFICATION COEFFICIENT SO!L ' qA 1,500 PSF ALLOWABLE SOIL BEARING PRESSURE q, 100 PSF/FT LATERAL SEARING RESISTANCE � 130 PSF SLIDING COEFFICIENT - GENERAL TRU.SS CONSTRUCTION NOTES -- CDN1RACiOR SHALL SUBMIT l'OR REVIEW TRUSS $HOP OWG'S CERTIFIED BY AN INDIANA REGISTERED ENGINEER PRIOR TO ,Russ 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 TEMPORARILY BRACED LATERALLY & DIAGONALLY IN ACCORDANCE WITH THE LATEST "BCSl-3" TRUSS BRACING MANUAL. BASIS-OF-DESIGN PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS INDICATED ON THIS SHEET FOR TRUSS CONNECTOR OR COMPARABLE PRODUCT. NEW CHEMICAL FEED BUILDING - ROOF PLAN REVISIONS BID SET C2024 Midwestern Engincen;. Inc 802 West Bro,1dway Street P.O. Box 295 Loogoo1�e. !ndiana47553 DATE MARCH 2024 DESIGN T.M.K. DRAWN T.M.K. a.c. CHECK W.A.E. PROJECT NUMBER 2020073-00 S 12.03 96 OF 126 F1LE NUMBER 43970 Do Not Use Plan Previews for Take Off