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Home My WebLink About05060223-Builder ResubmittalBUZLDER NAME: Contact #: Lot & Subdivision: Commercial $257.50 [] s~pe~its/Forms/Re- Submittal for Review IllC. Re: J0200705 ~] J0200705 The truss drawing(s) referenced below have been prepared b) based on the parameters provided by Carter-Lee Building Components. Pages or sheets covered by this seal: I9196720 thru 19196725 My license renewal date for the state of Indiana is JULY 31. 2006 direct supervision October 10,2005 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the tress components shown, The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. N,46158 6.200 s Jul 13 2005 MiTek Industries~on Oc110 3t;49;00 2005 MODIFY TRUSS AS SHOWN BELOW ADD 2 X 4 SPF NO,2 CUT TO FIT TIGHT Scale ATTACH tl2" PLYWOOD OR OSB GUSSE3' (15/32" APA RATED ~HEATHING 32/16 EXP I ) 3x6 MIl20 TO EACH ?DE OF TRUSS WITH TWO ROWS OF 10d (3" X ,131 ) NAILS SPACED g O.C. FROM EACH FACE, DRIVEN THROUGH BOTH SHEETS OF PLYWOOD AND CLINCHED, LUMBER SPACING 2-0-0 Plates increase 1~15 TC 0,40 Lumber Increase 1.15 BC 0,20 Rep Stress Incr NO ~VB 0.01 Code IRC2000/TPI2002 (Matrix) i=577 0-4-9, B=115/Mechanica, C=49/Mechanical =124(load case 5) =-316{~oad case 3), B=-146 lead case 5), C=~55(Ioad case 115(load case 1 ), C=73(lead case 2) ~ert LL -9.01 D >999 390 Mt129 1 ert(TL) q).02 C-D >999 240 Ho~z(TL) -9.06 B ~Je Ma Wind~LL) 0,03 C-D >999 240 Weight: 13 ~ BRACING r: B lb upl~ at joint G. 146 lb 1 Ibup id{ down and 45 lb 3~B)H=27(F)I=-I(B)J=I(F)L=-6(B) MODIFY TRUSS AS SHOWN BELOW ~x4 MIl20 J0200705 LOT#19 H~GH GROVe-- -- REPAIR: 6 TRUSSES. 0 UNIT JC i9196721 Job Refer_ 8200 s Jul 13 2005 MiTek Industries. Inc. Mort Oct 10 11 8 ON SACK FACE SCAB ON FRONT FACE ATTACH 2X4 SPF NO.2SCABS TO ONE FACE OF TRUSS WITH CLUSTER OF (3) 10d (3"'X 0.131") NAILS IN EACH END. 2 X 4 SPF Stud RC2000FrPI2002 CBt TC 0.56 BC 0.08 WB 0,00 rMatdx~ DEFL in Ver~(LL) ~J,02 E >999 360 Vert(TL) 0.06 E >458 240 Horz(TL~ ~0,13 S Wa Wa Wind{EL) 0.12 E >224 240 Weight: 10 lb BRACING TOP CHORD Sheathed or 2-#-14 oc purlins except end verticals BOT CHORD Rigid ceiling (SreCtly applied or 10-~-0 oc braci~3g. C=22/Mechan~ca, ~ case CASE(S} Standard enclosed; MWFR$ gable encl zone: cantilever 33 plate grip DOL=1.33. >thers) of truss to bearing plate capable of withstanding 135 lb upl~ at joint B. E T~uss Type ROOF TRUSS CARTER - LEE BL LDiNG COMPONENTS~-I~'-OORESV[LLE IN. 46158 MODIFY TRUSS AS SHOWN BELOW, TRIM I 1/2" OFF ENC VERTICAL J0200705 L~19 HiGH GROVE REPAIR; 6 TRUSSES, 0 UNIT JC 19196722 ~200SJL 13 2005 MITek lndustdes, lnc. MonOc~1011:49:06200~ Pa~l ADD 2 X 4 SPF NO.2 NEW WEBS AND 2X6 SPF NO,2 NEW BOTTOM CHORD CUT TO F~T TIGHT BCLL 0,0 BCDL 10.0 TOP CHORD 2 X 4 SPF NO.2 2X6 SPF NO.2 ~PF Stud 18"X 24" J ATTACH 1/2" PLYWOOD OR OSB GUSSET (15/32" APA RATED SHEATHING 32/16 EXP 1~ TO EACH SlOE OF TRUSS WITH TWO ROWS OF 1Od 3" X .131") NAILS SPACED 6" O.C. FROM EACH FACE. DRIVEN THROUGH BOTH SHEETS OF PLYWOOD AND CL NCHED, NOTCH pLYWOOD FOR HANGER IF NEEDED BC 0.15 DEFL ~n loc Vdefl L/d PLATES GRIP -0 03 J >999 360 M 20 197/144 REACTIONS lb/size) F=297tMechanical. B=356/0-3-8 Max Horz B=156 load case 4) Max Upl~ F=*221(Ioad case 4), S=-126(toad case 5) FORCES (lb) ~ Maximum Compression/Maximum Tension TOP CHORD A-B=0/49, B-C=-261/78. C-D=-242/135. D-E=-16/41. E-F=-33/67 BOT CHORD B-J=-48/52. H4=464/175. G-H=-156/163 F-G=*37/33 MWFRS Vert: H=~23(B) D=-37(B) CARTER~ COMPONENTS~OORESVILLE. IN. 46158 J0200705.0T#19 HIGH GROVE REPAIR: 6 TRUSSES. 0 UNIT JC MODIFY TRUSS AS SHOWN BELOW TRIM 1 1/2"" OFF ENO VERTICAL ADD 2 X 4 SPF NO.2 CUT TO FIT TIGHT ATTACH 1/2" PLYWOOOOR OSB GUSSET 115/32" APA RATED SHEATHING 32/16 EXP 1 } TO EACH SIDE OF TRUSS WiTH TWO ROWS OF 10d 3" X J{31") NAILS SPACED 6" O.C. FROM EACH FACE. DRIVEN THROUGH BOTH SHEETS OF PLYWOOD AND CL NCHED. NOTCH PLYWOOD FOR HANGER OF NEEDED FL rt(LL) rt(TL) in loc ~def -0.09 C >687 3360 MIl20 197/144 -0.16 C >382 ~n~240 0.15 E n/a n/a 0,10 C >595 TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud BRACING TOP CHORD SOT CHORD Sheathed or 5-4-0 oc Duml~s. exceD! eric v~[iCalS. Rigid ceiting a~recuy applied or 10-0-0 oc Dramng REACTIONS (lb/size) S=337/0-3-8, E=25510-1-8 Max Horz S=211(load case 4~ Max U DIh't S=-35{load case 5) E=-101 (iead case 4) FORCES (lb) - Maximum Compression/Maximum Tensier~ TOP CHORD A-B=O/47. B-C=-217/114. C-D=-149/127. D-E=-212/127 BOT CHORD C-E~-37/5~ NOTES 1) W nd ASCE 7-98 90mph h=25ft TCDL=6 0psf BCDL=6.0psf Category I Exp C enciesed; MWFRS gable eno zone; cam,ever eft and dgh exposed; end ve~ticat left and dght exposed Lumber DOL=1.33 p ate grip DOL= 1.33. 2) This truss has been designed for a t0.9 pof bottom chord live iead nonconcurrent with any ofher live loads. 3) Provide mechanical c~nne~on (by others) of tress to bearing piete at joint(s) E. 4) Provide mechanica~ connection (by others) of truss to bearing ptata capabie of withstanding 35 lb uplift at joiet B arid 101 lb uplift at joint E, LOAD CASE(S) Standar~ October 10,2_005_. MODIFY TRUSS AS SHOWN BELOW 4~0-0 C ROOF TRUSS J0200705 LOT#19 HIGH GROVE REPAIR: 6 TRUSSES, 0 UNIT JC 6,200 s Jul 13 2005 MiTek Industries. Inc. Men Oct 10 11 ;49;05 2 Q S R 2x4 MII2O ADD 2 X 4 SPF NO.2 NEW WEBS AND 2X6 SPF NO,2 NEW BOTTOM CHORD CUT TO FIT TIGHT ATTACH 2 LAYERS 3/4" PLYVVOOD OR DSS GUSSET 123/32" APA RATED SHEATHING 48~24 EXP 1 TO EACH SIDE OF TRUSS WiTH TWO GLUE PLYWOOD LAYERS TOGETHER PRIOR TO ATTACHING TO TRUSB,, NOTDH PLYWO0~)~HANGER IF NEEDED 18-1-10 ._._ 24-9-1,1 ~§-1~ BCLL 0,0 SPACING 2-0~ Pates ncmase I 15 Lumber I~crease 1.15 Rep Stress Incr NO Ccde IRC2000/TPI2002 Stud 'Except' .(-N 2 X 4 8PF NO,2 C$1 Ve~(TL) -0.31 K-M >986 240 ~ REACTIONS (lb/size S=2845/0-3-8,1=28231Mechanicm Max Horz S=240(I0ad case 4) ~l~oaa case 4), 1=-672(Ioad case 4~ TOP CHORD A.B=-2850 S66 S-C=-3298/859, C*D=~436711125, D-E=-4362 1125 E F= 4362/1125 F~=-526/198 G~H=-506/158 A-8=-2774 701 H-1=-2992/66S ~OT CHORD R-S=-110/93, L-M=-93/378. K-L=*93/378. J-K=-884/3264, I-J=~6/59. Q~U=.780/2392. P-U= 780/2392. O-P=-779/2383 WEBS C-P=-74/351, C-O=-789/2612, M-N=-103/590, D-N=-643/288, F-T=-161/44, F-K=-79/793, F*J=-341S/872 M-T=-263/68. F.N=-440/1492 Continued on e 2 3200705 AP-SD ROOF TRUSS CART~DINS COMPONENTS. MOORESVILLE. iN, 46158 J0200705 LOT#19 HIGH GROVE 19196724 Job Referenca ~ 6,200 s Ju~ 13 2005 MiTek Industries. IRc. Mm Oct t 0 11 ~49;05 2005 Page~ 2 Uniform Loads pit) Concentrated Loads lb Vert: U=-287(F) 5x6 M!!20TM J0200705 LOT#19 HIGH GROV~ REPAIR: 6 TRUSSES, 0 UNIT JC Job ReMre"~ ~ 3x4 Mil20 ADD 2 X 4 SPF NO,2 CUT TO FIT TIGHT F ATTACH 1/2" PLYWOOD OR SSS GUSSET (15/32" APA RATED SHEATHING 32/16 EXP I ) TO EACH SiDE OF TRUSS WITH TWD ROWS OF 1Od (3" X .131") NAILS SPACED 6" O.C, FROM EACH FACE, TCLL 30,0 Pates ~ncrease 1 15 TC 0 95 Mi 20 197/144 TCDL 10 0 L~mbe ncrease 1.15 BC 0 52 SCLL 0,0 Rep Stress Incr YES WB 0.80 LUMBER TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-2-0 cc purlins, except end verticals [PI SOT CHORD 2 X 4 SPF No,2· SOT CHORD Rigic~ ce~img directly applied or 6-0-0 oc bracing REACTIONS (lb/size G=1282/Mechan cat P=1282/0~3-8 Max Horz p=311 Icad case 4 Max Uplift G=-17D(Ioad case 4), P=-139(ioad case 4) FORCES (lb ~ Maximum Compression/Maximum Tension C-M=O/30?, C-Q=-290/27S. J42=~327/184. D*J=,683/35S, E-J=-261/853, E-H=~623/276. A-N=-167/1050 ate capable of w~thstending 170 lb upliit at joint G and 139 lb uplift at ..... ~ber 10 2~OQ~5J z TOP CHORD September 6,2005 339 ~31~W3:NO~ ~:ST S00~-~T-~3S Al'~H ~J(4 B'PF NO.2 GGA~ TO ONE I~/',~ E O~F T~RUO~F WiTH OTO/£E~'d ~oo'sJapI~n8~°°J~qS:Oi ~SGgG£gZT£ 339 ~Bl~d~3:WO~J £~:ST SE~E~-~T-dBS ADD 2 X4 SPF NO.2 CUT TO FIT TIGHT MaxUFI ~ s~,~ lr~ NO We o,~3 0T0/600 'd ~uo o ' s~apT T ns~ ooJ~ue HS :01 68696£9ZT£ BB] ~iBl~d~D :HO~.~ SB ::gT S00~-~$-dBS