Midwestern Engineers, Inc. Plan Preview

C 12" 5(6" N � H I I I I ' " � I I ' - ' <i- I � I ·. " � @Y / I ' H I N � 12" 36'-o" GABLE END TRUSSES SHALL HAVE 2x4 STUDS @ 1 6" o.c. DROP TOP CHORD WHERE APPLICABLE GABLE END/ DROP TOP CHORD TRUSS ... D . . 1_ I ' 16' A1 0� IT I I I 0. IJ\ I I I I ·. ' SCALE, 1/4" = 1 '-0" 36'-Q" STANDARD TRUSS 48'-o" 24'-1Q" - � , 12 ' 2) G: • ..t, 1 0�" ' r . I I I I I I I I I Gz I I ... ' ... I I I I I I I I I 0) ' -...... - - H I I I I ' ' ' ' ' ' ' ' ' ' ' ·. .. . .. ,o ' 'A) ' \.':'. . .. ' I I I I I I I I I ' ·- H A 48'-o" N ROOF FRAMING PLAN SCALE, 1/4" = 1'-0" ,,,, 11 ' '\_A1.04,, 8' o" ' II II • II 11 0 I I I I I I I I I I I � E .. ' ' ' ' I I I I J_ ■ ' 0I st / ' ·. ·' 0 ' I ro I I I � 0 I I I - - I - - I ' ' ' ' ' I I I l 12 0 I N 36'-D" GABLE END TRUSSES SHALL HAVE 2x4 STUDS @ 16" o.c. / DROP TOP CHORD WHERE APPLICABLE P, Pm Ps Cs C. 1, 20.0 PSF GROUND SNOW LOAD 14.0 PSF FLAT ROOF SNOW LOAD 0.0 PSF MINIMUM FLAT ROOF SNOW 14.0 PSF SLOPED ROOF SNOW LOAD 1.0 SLOPE FACTOR 0.9 SNOW EXPOSURE FACTOR 1.10 SNOW LOAD IMPORTANCE FACTOR TRUSS DESIGN SCHEDULE A. TREATED 2x8 FASCIA/RAKE BOARD B. 2x4 LADDERING @ 24" O.C. C. DROP TOP CHORD GABLE END TRUSS, 36'-Q" SPAN, 4,12 PITCH, w/1oj" OVERHANG EACH END .. D. STANDARD TRUSS @ 24" O.C., 36'-0" SPAN, 4,12 PITCH, w/1oj" OVERHANG EACH END. F SPECIAL GABLE END/ DROP TOP CHORD TRUSS "C" Vult 11S PSF ULTIMATE DESIGN WINO SPEED, (3-SECONO GUST) E. SPECIAL TRUSS CONSISTING OF A STANDARD TRUSS @ 24" O.C., 36'-0" SPAN, 4,12 PITCH, w/1oj"OVERHANG EACH END & A 12'-Q"L 2x6 ATTACHED TO ONE SIDE OF TRUSS w/4'-0"L CANTILEVER ONE END. TRUSS TO BE DESIGNED FOR WIND UPLIFT PRESSURE OF 54 PSF @ OVHG G 12" 15'-2" - ? 5 A " � 16_ r" .. ---- -B I I I / ' I ,1 15 m ..e, 1 07 r ...... I I I I I I - ' � , _ ' ' ' ' I - - ' ' ' ' , I 1'0 I � ' , 10 -' 10 • .,_s1 0 � F I I I I I - 12"1 ., ., ,,, � ' / -' 9 -' A "',S1 02 "' ,t- 1 0 � "'II 0 I 36'-o" SCALE, 1/4" = 1'-0" t l 1 � " V ,so 90 PSF NOMINAL DESIGN WIND SPEED RISK CATEGORY Ill EXPOSURE CATEGORY C GCpi ±0.18 PARTIALLY ENCLOSED "STORAGE" SIDE / ±0.18 "OFFICE" SIDE C&C ±16 PSF MINIMUM FACTORED COMPONENT & CLADDING ROOF PRESSURE • 1.25 SEISMIC IMPORTANCE FACTOR Ss 0.436g 0.2s SPECTRAL RESPONSE ACCELERATION S i 0.151g 1s SPECTRAL RESPONSE ACCELERATION Sos 0.424g SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION So, 0.232g 1s PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION F. SPECIAL TRUSS - OROP TOP CHORD GABLE ENO TRUSS, 36'-0" SPAN, 4,12 PITCH w/10j" OVERHANG EACH END. G. SPECIAL TRUSS @ 24" O.C., 36'-0" SPAN, 4:12 PITCH, w/1oj" OVERHANG EACH END H. CMU HEADER OR PRECAST CONC. HEADER, MIN B" BRG., SIZE PER WALL I. 20" X 40" ATTIC ACCESS OPENING J. TREATED 2,4 BLOCKING FOR CONTINUOUS VENTED RIDGE VENT SPECIAL TRUSS "D" SITE D DEFAULT VALUE K. EXHAUST WITH ROOF CURB, PROVIDE BLOCKING FOR INSTALLATION, SEE MECHANICAL FOR ADDITIONAL INFORMATION N � 0 I "'"' N � SCALE, 1/4" = 1'-D" CLASS SEISMIC / 8 ' "',A1 02,r .... B ' ...,A1 os,r DESIGN CATEGORY V w Cs R Ha D 6.5 KIP DESIGN BASE SHEAR 61.0 KIP EFFECTIVE SEISMIC WEIGHT 0.106 SEISMIC RESPONSE COEFFICIENT 5.0 RESPONSE MODIFICATION COEFFICIENT 60 PSF/FT DESIGN LATERAL ACTIVE SOIL PRESSURE TRUSS GENERAL NOTES 1. CONTRACTOR SHALL SUBMIT FOR REVIEW TRUSS SHOP DRAWINGS CERTIFIED BY AN INDIANA REGISTERED ARCHITECT OR ENGINEER PRIOR TO TRUSS FABRICATION Ho 100 PSF/FT DESIGN LATERAL AT-REST SOIL PRESSURE 2. IN ADDITION TO LIVE, DEAD, AND COLLATERAL LOADS LISTED IN THE TRUSS DESIGN DATA, TRUSSES SHALL BE DESIGNED TO RESIST ADDITIONAL CONCENTRATED OR DISTRIBUTED LOADS IMPOSED BY EITHER MECHANICAL EQUIPMENT, PIPING OR DRIFTING SNOW. PRE-ENGINEERED WOOD TRUSS 2x4 LADDERING @ 24" o.c. SANDING SEAM METAL ROOF PANELS OVER #30 FELT UNDERLAYMENT 9A qp � 1,500 PSF ALLOWABLE SOIL BEARING PRESSURE 100 PSF/FT LATERAL BEARING RESISTANCE 130 PSF SLIDING COEFFICIENT ROOF PANEL STANDARD RAKE TRIM � Ar='��=��""'===,,;==e= 1 ===c=nr==="\ _ %" OSB SHEATHING TREATED 2x8 RAKE BOARD w/METAL TRIM TO MATCH GAUGE AND COLOR OF ROOF PANEL CONTINUOUS VENTED SOFFIT AND TRIM PRE-ENGINEERED WOOD GABLE- - - - ---l---l-lll END / DROP TOP CHORD TRUSS WATER RESISTANT BARRIER-------t±IJI OVER Y," OSB SHEATHING Y," AIR SPACE------+-HI 4" SPLIT FACE CMU VENEER w/MTL - - - - - lJI TIES @ 16" o.c. VERT. & HORZ. CAVITY WALL MORTAR NET THRU WALL FLASHING w/WEEP HOLES @ 24" o.c. $ T/WALL ELEV. 450.50' TREATED 2x8 TOP PLATE w/"SIMPSON STRONG TIE", OR ENGINEER PRE-APPROVED EQUAL, MUDSILL ANCHORS @ 24" o.c. INSULATION (R ) FRP PANELS OR DRYWALL w/ SUSPENDED ACOUSTIC PANELS I 2x NAILER FOR CEILING SUPPORT 8" CMU BOND BEAM w/No. 5 BAR CONT. ��� I 8" SPLIT FACE CMU WALL STANDING SEAM METAL ROOF PANELS OVER #30 FELT UNDERLAYMENT "SIMPSON STRONG-TIE", OR ENGINEER PRE-APPROVED EQUAL, H2.5 PLATE TO TRUSS CONNECTOR l" OSB SHEATHING DRIP EDGE T WALL ELEV. 448.50' GUTTER TREATED 2x8 FASCIA BOARD w/METAL FASCIA PANEL TO MATCH GAUGE & COLOR OF ROOF PANEL CONTINUOUS VENTED ALUM SOFFIT AND TRIM 1 '-0" 9 8 SECTION SCALE, 3/4" = 1'-0" ' \ ' '( Y ( ' I 1 ,i ( FRP PANELS OR DRYWALL w/ SUSPENDED ACOUSTIC PANELS TREATED 2xB TOP PLATE w/"SIMPSON STRONG TIE", OR L.Ja M ai--- - �-', �ENGINEER PRE-APPROVED EQUAL, ,- � MUDSILL ANCHORS @ 24" o.c. 1x4 PVC TRIM BOARD 8" CMU BOND BEAM w/No. 5 BAR CONT. 8" SPLIT FACE CMU WALL SECTION SCALE, 3/4" = 1'-0" \ 3. TRUSSES SHALL BE BRACED LATERALLY ANO DIAGONALLY IN ACCORDANCE WITH TRUSS BRACING RECOMMENDATIONS SET FORTH BY THE TRUSS PLATE INSTITUTES. 4. PROVIDE "SIMPSON STRONG-TIE" H2.5 PLATE TO TRUSS CONNECTORS, OR ENGINEER PRE-APPROVED EQUAL, AT EACH BEARING POINT OF TRUSS. TRUSS DESIGN DATA TRUSS DESIGN LOADS, TOP CHORD TOP CHORD BOTTOM CHORD SNOW LOAD DEAD LOAD DEAD LOAD TOTAL LOAD 20 PSF 10 PSF 10 PSF 40 PSF 1------PRE-ENGINEERED j j I , WOOD TRUSS FRP PANELS 8" CMU BOND BEAM w/No. 5 BAR CONT l�----8" CMU WALL L----8" CMU BONO BEAM w/No. 5 BAR CONT. DRYWALL w/ SUSPENDED ACOUSTIC PANELS I SECTION 10 >-------- SCALE, 3/4" = 1'-0" NEW CHEMICAL FEED BUILDING - ROOF FRAMING PLAN I REVISIONS I BID SET it) 2021 �lidv.e.,t�m Engineer,;. ]nc. 802 We.st Bn:,aclwoy Stn:,c1 P.O. Box 295 Loogomec. lndi,ma47553 DATE FEB. 2021 DESIGN T.M.K. DRAWN Q.C. CHECK R.D.W. PROJECT NUMBER 2015078-01 S1 .02 25 OF 114 FILE NUMBER 42047 Do Not Use Plan Previews for Take Off