Midwestern Engineers, Inc. Plan Preview

!'lQIL , • ,. • • . • .. •• ' ' • • . . . "· .. • i 'r' -��-· -�· �-� ' ' . . • 1· 1 · , • . . • • • • '• . . . • • . . •• . ' 1 . • • •• • . • • • • . • • • 1.) ALL FASTENERS SHALL BE HOT-DIPPED GALVANIZED WHERE IN CONTACT w/ MASONRY, CONCRETE, OR TREATED LUMBER. /," ''% u, u, "' >- 0 15 j i � /, F S5.06 /, ' SEE HVAC DWG's FOR � EXHAUST FAN & ROOF CURB � ' 1. • . • ' . .. ' • . 1' I: I I' ' ' ' I I I N I . I "' I I ' 1, Ii 1i 1' N 0 ' .. • I • .. , � I :!l Cl � L w , , � I: Q z ,, Q I, "' 1: u, I u, ::, "' •- >- w __, m 0: 0 .,--l-------------------- i ( ril--------------------� -..... TYP . % /, " %/, :::,; /, /% I .. • • • • " SEE HVAC OWG' s I I I I I I I I I I z './% TYP. I . '. .. • I •• • � r1 ffl . ;.,;: /:',,; 1 (/) .z %/, "/ /" ; -:;:' . . (/) (/) './% ::, ::, , Q:'. - - Q:'. / I- -- I- (/) II II (I) I ./ y d � II II� =>1 ·�J m IF I m gc "'I c3 ==9<3 �1 � z" ,,z m1 >- I I ir == 1il t3 I ol 1s I z w w "' 1= " IL " " " __, = ==111 rn 11 ° 1 =1 I " I __, ::S I m 01 0: I u l 0 % � I /, I {& JI I "® I� " I " I I� V..' " I II I� I N - � -! - + -1�1 - : 14·-8{ w I II I f'. Q F !'lQIL CONTRACTOR SHALL PROVIDE ALL MTL FLASHING, BUTYL TAPES, SEALANTS, & FASTENERS AS NECESSARY TO ENSURE CURB INSTALLATION IS WATERTIGHT. 074113.16-STANDING SEAM MTL ROOF PANELS PERIMETER MTL COUNTERFLASHING PERIMETER FIELD FORMED MTL FLASHING w/HEMMED EDGE� MTL ZEE CLOSURE�"'�� SEE HVAC DWG's FOR GRILLE SIZE 061000-ROUGH CARPENTRY 2x6 FLY RAFTER (TYP) . . • . ' . ,. 061753-SHOP FAB. WOOD TRUSSE S , WOOD TRUSS SYSYEM; . ... • • . . • . . TRUSSES @ 2'-0" 0.C. w/ 16" OVHG --L ---L L L ... • 061DOD-ROUGH CARPENiRY , , 2x4 WOOD LADDER FRAMING @ 24" O.C, I I I I I !l I I I I I I I I � I . .. • • ' /)6.J QDQ,aROU(JH tARl'tNfR)' -�x6 FbY RAFTE:R (TYi') L 061753 SHOP FA8. WOOD TRUSSES WOOD TRUSS SYSYEM; . .. -·-· ' . TRUSSES @ 2'-0" O.C. w/ 16" OVHG 061ODO-ROUGH CARPENTRY ' 2x6 GUTIER BRO (TYP) ··- , -- I 2x6 GUTTER 8RD (TYP) ' ROOF FRAMING PLAN SCALE: 1/4" � 1'-0" - - . - - Pm 1, RISK CATEGORY EXPOSURE C&C SE1Sr-.:,! : 074113.16-STANDING SEAM MTL ROOF PANELS FIELD FORMED MTL FLASHING & CRICKET BEHIND CURB MTL ROOF PANEL w/ FIELD FORMED HEMMED EDGE GALV. MTL CLEAT 061000 ROUGH CARPENTRY 2x4 WOOD LADDER ROOF FRAMING @ 24" o.c. 2x8 BEVELED WOOD ROO AMING BEAM 061753 SHOP FA8. WOOD TRUSSES -1-------.'---.<'----WOOO TRUSS SYSYEM; D DBL TRUSS w/ 16" OVHG 061000 ROUGH CARPENTRY 2x4 WOOD LADDER ROOF FRAMING @ 24" o.c. ROOF CURB SECTION SCALE: 3/4" � 1'-Q" 20.0 PSF GROUND SNOW LOAD 0.0 PSF MINIMUM FLAT ROOF SNOW 1.0 SNOW LOAD IMPORTANCE FACTOR 18.2 PSF SLOPED SNOW LOAD 115 PSF ULTIMATE DESIGN WIND SPEED, (3-SECOND GUST) 90 PSF NOMINAL DESIGN WINO SPEED II CATEGORY C ±16 PSF MINIMUM FACTORED COMPONENT & CLADDING PRESSURE STRUCTURAL FRAMING CONNECTION SCHEDULE - - - - •-.-.--- r,-; -¥"'"'"'.:·-· - ·· -- -m•-- M---· � -•• 'f' n,- - -�- ... GENJ�RAL TRU�£3(CON§TRt.lCTION},,t'• .JOTES�.·� �:: I, 1.0 SEISMIC IMPORTANCE FACTOR 0.273g 0.2s SPECTRAL RESPONSE ACCELERATION @ @ @ @ @ * ** *** **** ***** FASTENER TYPE CONNECTING MEMBER 8d c.w. WOOD ROOF SHEATHING TO TRUSS * 8d c.w. TRUSS TO TREATED 2x8 SILL PLATES 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 Ga. HOG - H3 18 Ga. HOG - LUS24 16 Ga. HOG TJC 18 Ga. HOG - LTHJA26 18 Ga. HOG - HCP1.81 . COMMENTS 12" O.C. FIELD & 6" O.C. PERIMETER (4)-8d NAILS TO TRUSS & (4)-8d NAILS TO TREATED PLATE (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)-12dx1S'' NAILS TO JACK TRUSS (6) NAILS TO HIP & (6) NAILS TO PLATES 2 STAGGERED ROWS 2" FROM EDGE @ 24" O.C. COMMON WIRE "!;.W." NAIL SIZES: 8d c.w. = 0.131¢ x2j" 12d C.W. = 0.1480 x 3 " 16d c.w. = 0.162¢ x3j" 8dxl .5" C.W. = 0.131 ¢ xi l" 12dx1.5" C.W. = 0.148¢ x1 j" . 1 2 3 4 5 CONTRACTOR SHALL SUBMIT FOR REVIEW TRUSS SHOP OWG'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 OWG'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-DES IGN PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS INDICATED ON THIS SHEET FOR TRUSS CONNECTOR OR COMPARABLE PRODUCT. s, Sos So, SEISMIC FORCE-RESISTING SYSTEM SITE CLASS SEISMIC DESIGN CATEGORY V w R SOIL'. qp µ 0.117g 1s SPECTRAL RESPONSE ACCELERATION 0.288g SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION 0.185g 1s PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION "BEARING WALL SYSTEM"-ORDINARY REINF. MASONRY SHEARWALLS D DEFAULT C 3.37 KIP DESIGN BASE SHEAR 24.04 KIP EFFECTIVE SEISMIC WEIGHT 0.14 SEISMIC RESPONSE COEFFICIENT 2 RESPONSE MODIFICATION COEFFICIENT 1,500 PSF ALLOWABLE SOIL BEARING PRESSURE 1DO PSF/FT LATERAL BEARING RESISTANCE 130 PSF SLIDING COEFFICIENT NEW FLOW FILTER BUILDING - STRUCTURAL ROOF PLAN REVISIONS BID SET Q 2024 Midwc.stern Engineeri,. Inc. 302 \V�st Ilromlwny Str<-"et P.O. Ilox 295 Loogootee. !ndian:, 47553 DATE MARCH 2024 DESIGN T.M.K. DRAWN T.M.K. a.c. CHECK W.A.E. PROJECT NUMBER 2020073-00 S5.03 79 OF 126 FILE NUMBER 43987 Do Not Use Plan Previews for Take Off