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Home My WebLink AboutTRUSS SPECS - 95-00027 - Brookside Village Apartments - 26 Units (2)AN Truss I 2310 ! Al n erson ompanen s - F n 4 4x6 - Qty Ply FINK 228 1 Rexburg/ 11/29 E ,5MSTedn,es, rid. ri 1 4X4 3 �8= 8--7 Plate Offsets (X,Y)-. [5-0-G-0,0-0-0] 0-8-1 8-8r. 28-10-,8 - -1 0_ -4 =a "+AV = LUMBER TOP CHORD 2 X 4 SPF 165OF 1-5E SOT CHORD 2 X 4 CSF bio. VVEBS 2 X 4 CSEStud/Std REACTIONS {!bsJsize} 1=1488/0-3-8, 5=148814-3-8 -0- I DEFL (in) (I c) Il PLATES GRI P - L I TOLL . Elates Increase 1.15 TC 0.74 Vert(LL) 0.30 716 999 0 a 149/110 T D L 8.0 .e Lumber Increase 1-15 BG 0.99 Ver-t(TL) 0.44 6/5 749 BOLL . oRep Stress I n r YES or (TL) 0.07 n1a L - a Min t_r�t LL dfl - 4 1iit, 1 0 Ib LUMBER TOP CHORD 2 X 4 SPF 165OF 1-5E SOT CHORD 2 X 4 CSF bio. VVEBS 2 X 4 CSEStud/Std REACTIONS {!bsJsize} 1=1488/0-3-8, 5=148814-3-8 Max Harz 1=600aad case 3} FORCES TOP CHORD! 1-2--2.2531 - =-1 1 , -4- 1 1 a 4-5--2253 BOT H D 5-6=2003,6-7=1370,7-8=1370, 1-8=2003 EBS 2-8=-5101 -=6603 -=, 4-6--510 BRACING TOP CHORD Sheathed or 2-11-2 on center purlin spacing. BOT H ISD Rigid ceiling directly .applied, or 1.0-00-00 nt r bracing. NOTES44 1) This truss has been designed for the wind loads generated b 70.0 m . p _ h _ grinds at 25.0 feet above ground level, using n 7.0 p. of top chord dead load and 8.0 p. .f botto rn chord dead load, 100, 0 m lies from hurricane ocean I ine r on a category I enclosed build ing, of di m ensions 45, 0 - 4.0 with exposu r (ASCE 7-93). Lu mb r Increase 1. 33, Flats Increase = 1.33. No end verticals are exposed This true has been designed for a 10.0 p,f bottom chord Imre load nononurrnt with any other five loads per Table Io_ 16-13, UBC-. LOAD :E( Standard 4r 0 Job Truss I Arson Com p n n - -1 T Truss Type 1 FINK 14-0-0 (,qty Ply i 24 1 4 -- 2 Rexburgl 1995 M'T 1 I .0 ri es, � �� ; -0-0 IT, ffo,, 2P-1 0-8 0-10-8 DEFL -10- Plate Offsets (X7 . [2:0-0-0,0-1-0] LOADING SPACING -0-0 d 1 TUL Plates Increase 1 1.15 TC 0.00 T C L 8.0 Lumber Increase 1.15 BC 0.00 B LL 0.0 hep Stress In r YES WB 0.00 B DL 8.0 Code USC - 94 LUMBER TOPCHORD BOT H RD THEE FORCE' XE'0. 4 DF o. DF Stu d]td 3A - 3x4 - DEFL in)(1o) I/defy PLATES Vert( LL) 0.00 M2.0(20ga) Vert(TL) 0.00 Hor l-) 0.0 ri/ .RIP 186/148 Min Length 1 LL de#1= 240 I Weight: 157 (Ibs) BRACING TOP CHORD BOT CHORD Sheathed Rigid ceiling directly applied, or 10-00-00 on center bracing - Except: 3-4,.'3-2-8. NOTES r ing- NOTES 1Gable requires continuous bottom chord bearing. Gable studs spaced at 24 inches on centers Gable studs exceeding 72 inches length to be laterally braced at mildpoint. For studs exposed to inn, see WIT I "Standard Gable End 'Dt ilPr 4 Studs to be fastened with 2x3 M20&tes . This truss has been designed for a 10. 0 P_ _f_ bottom cho rd live load nonconcurrent with any other I ive loads per Table No. 16-13, UBC- BC -94- LOAD CASE(S) Standard 4w P Job I Truss 110 D1 Broin Ponen X �r Truss hype Qry j Ply i -- -- - j COMMON 60 � 1 � Rexburg] 11129 EG T300 5 May 26 199Yk��nUStfIE'S~� rl ec 15 14--fEb7'1995—age 1 . - - 5-9-4 11-0-0 16-2-1 , 2- - 22-0-0 0-10-8 0-10-8 5-9-4 5-2-1 5-2-12 5-9-4 4 4- 3 22-10-8 0 -10 - 4A = 4X4 = ma 7-- Plate Offsets (X,Y).- [1 -0-1 - ,0-0-0], [5-.0-1-8,0-0-01 LOADING (Psi TOLL . TC [L BOLL 0e BCD L 8"0 LUMBER TOPCHORD ESOT HID WEBS SPACING -- Plates fncrease 1r1 Lumber Increase 1.1 Rep Stress I n crL YES Code UBC -94 REACTIONSOb i iz) +1-118 /0- -8, -1182/0- - Max Hor 1l-4 (1 ad case ) FORCES TOP CHORD 1-2=-1754, 2-3=-1508, 3-4--1508, 4-5=-1754 BOT CHORD I D - -1556, 6-7_1 067, 7-8= 1067, 1-8=1 556 WEDS 2-8=-391, 8- 528, - 528, 4-6=-391 CSI T B B 0.56 {x.64 0.23 14- -1 -0- 6-11-1 1 DEFL (in) 4 DF No. 716 X 4 DF Na,2 0.04 5 4 DF Stud/Std REACTIONSOb i iz) +1-118 /0- -8, -1182/0- - Max Hor 1l-4 (1 ad case ) FORCES TOP CHORD 1-2=-1754, 2-3=-1508, 3-4--1508, 4-5=-1754 BOT CHORD I D - -1556, 6-7_1 067, 7-8= 1067, 1-8=1 556 WEDS 2-8=-391, 8- 528, - 528, 4-6=-391 CSI T B B 0.56 {x.64 0.23 14- -1 -0- 6-11-1 1 DEFL (in) (Ioc) Vert(LL) 0.11 716 Vert(TL) 0.17 6/5 Horz(TL) 0.04 5 Min Length f LL defE - 240 11dof1 999 999 n/a 7 -- PLATES M2,0(20ga) IP 1861148 Weight. 96 Obs) BRACING TOP CHORD Sheathed or 3-3-1 on center purlin spacing. BOT CHORD Rigid Ed ll -In directly applied, or 10-00-00 on center bracing. NOTES 1) This true has been designed for the wird loads generated by 70. 0 m .p. h. winds at 25.0 feet above ground level, using 7.0 p. s.f. top chord dead load and 8.0 p. s.f bottom chord deed load 1 100. 0 miles from hurricane ocean Iin a on a categ cry I enciosed bui 6di g, of di mension 45.0 by 24.0 with exposure C (ASCE 7-93) Lumber Increase = 1.331 Pias Increase - 1. 33, No end verticals are exposed.. This truss has been designed for a 10,0 p.s.f, bottom chord live toad nonconcurrent with any other live loads per Table No_ 16-13, UBC -94. LOAD 8() Standard le Job Tress Truss Type Q#y Ply { { 012310 D1 � COMMON 36 1 Rexburg! 11129 EC I 1Ar� ersor� ompaner� - 3-3D0 s�G+�26�`9�5^IDfi�c4ln�c ups rtes, Sn�Dec 1 age 1J 1-0-10-8) 4-5-0 7-11-8 y 0-10- 4-5-0 _5.- LDADING�{ psf) TCLL fl35..t TCQL 8.0 BCLL 0.0 BCL 8.0 LUMBER TOP CHORD BOT CHORD WEE 3A SPACING Plates Increase Lumber Increase Rep Stress I n cr Code 4 7-11- REACTIONS (1b i 6. 1=87210-3-8, _ 72JO- -8 Max Hort 1 =-26(load case FORCES TOB' CHORD 1-2=-�11 7r 2 -3z -864t !- �, - -1 BOT H ORD 5-6=104911-6=1049 WEB 2-6--323) 3-6=4601 4-6=-323 X 5 DF No.2 0.05 615 4-5-0 0.01 5 DF N0.2 4 DF Stud/ #d 4 7-11- REACTIONS (1b i 6. 1=87210-3-8, _ 72JO- -8 Max Hort 1 =-26(load case FORCES TOB' CHORD 1-2=-�11 7r 2 -3z -864t !- �, - -1 BOT H ORD 5-6=104911-6=1049 WEB 2-6--323) 3-6=4601 4-6=-323 SX5 -. I 3x9 s 3X4 in CSI T B W13 0,12 0.33 O.20 DE'EL in) Io art(LL) O.04 615 'rt(TL) 0.05 615 4-5-0 0.01 5 SX5 -. I 3x9 s 3X4 in CSI T B W13 0,12 0.33 O.20 DE'EL in) Io art(LL) O.04 615 'rt(TL) 0.05 615 Hc>rz(TL) 0.01 5 Miry Length I LL -E = 240 BRACING TOPCHORD BOT CHORD !ldefl PLATES GRIP 999 M20(20ga) 1861148 999 n!a Weight-. Ib log W Sheathed or -0-0 on center purlin spacing. Rigid ce-Iiing directly applied, or 10-00-00 on center bracing. TE 1 This truss has been designed for the wird loads generated by 70.0 m. p. h. ! nds at 25.,0 feet above ground #eves, using 7.0 p. s,f, top chord dead load and 3.0 p. s.f bottom chord dead load, 100.0 miles from hurricane ocea Alin , on a at o I enclosed buil [d'tng r of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber -increase - 1-33t Plat Increase - 1, 33, No end ve.rtiaals are exposed. This truss has been design -ed for a 10.0 . .f. bottom chord live load non on urrent with any other live loads per Table No. 1 -8, UBC -94, LCA CASE(S) Standard a Job Q1 231 Bron Coral Truss E1 Tanen s - co 4i 6 Truss Type DBL. MOD. QUEEN 12-3-4 5-10-6 1 18-1-10 lim �14 f PAY f 1 Rexburgl 11129 EC .300 s ay�95lMiTeTc Tn—dustries, fnc. Wed Dec -06-1-6: 33-12- T9 -9 -10- 35-5-12 41-7- 48-0-0 5-10- 5--1 G- -10- -10- 5-10-6 5x5 - 5 ;8,-1 0-8 7-1 0-10-8 [-1 0-8 6-4-14 0-10-5 5-4-14 SX5 5x5 � co 4i 6 Truss Type DBL. MOD. QUEEN 12-3-4 5-10-6 1 18-1-10 lim �14 f PAY f 1 Rexburgl 11129 EC .300 s ay�95lMiTeTc Tn—dustries, fnc. Wed Dec -06-1-6: 33-12- T9 -9 -10- 35-5-12 41-7- 48-0-0 5-10- 5--1 G- -10- -10- 5-10-6 5x5 - 5 ;8,-1 0-8 7-1 0-10-8 [-1 0-8 REACTIONS (lb1 ire) 1_250810-3-8, 9=2508/0-3-8 l--Iorz 1--1 0(1oad case FORCES TOP CHORD 1-2=-4,568, 2-3=-4297P -4=-3536, 4- -;-2595, 5-6=-2695, -7=_3536 7-8=-4297, 8-9=-4568 ESOT CHORD 9-10=4057, 10-11=3551, 11-12=,2992, 1 -1 =2992, 13-14;--3551, 1-14=4057 'SEE -14=-401, 3-14=550, 3-13=-740, 4-13-773, 4 1 -10597 5-12=1 899, 6-12--l-0:59, 11 773, -11 � 740, -10-550, 8-10--401 1 ■ TE 1 This truss has been designed for the wind [oads generated by 70.0 m.p.h. winds at 25.0 feet ,bogs ground level, using 7.0 p. .f. top chord dead load and 8.0 p.s.f bottom chord dead i ad, 100.3 nn illes from h urricane oceanijn , on a category I enclosed building, of d imensions 45.0 by 24.0. 1th exposur (ASCE 7- Lumber Increase = 1. 3, Plate Increase - 1.33. No end verticalls are exposed. This truss has been designed for a 10,0 p. .f. bottom chord live load nonconcurrent with any other live loads per Table filo. 16-B, UBC -94. EGAD CASE(S) Standard SX5 5x5 � -4-5 16-2- 24-0-0 31-9-13 -7-11 4B-0-0 , -- 7--1 7-9-13 7-9-13 7--1 -4- Plate Offsets (X,Y)-. . [1.0-1- , 0-01, [1,0-0-0,0-1-101, [ .0-0-0,0-3.0], [7. -0-0, 0- -0 X9.0-1- 0, 0-0-0], [9: 0 -0-0, 0-1-11 [1 1 + 0-0-0, 0-3-0], [13:0-0 - 0,0 - 3-0] SPACING CS1 DEFL (in) Io' Ind tl PLATES RIP 2-0-0 LOADING (psf) T LL .j Plates Increase 1.15 TC 0.99 Vert(LL) 0.47 1 111 999 0 0 a 186/148 T DL Lumber Increase 1,15 BC 0.94 Vert(TL) 0.69 12111 828 B LL 0,0 Rep Stress In r YES WB 0,95 H r (TL) 025 9 n/ B D L 8.0 Code UBC -94 l' i n Length I LL d fl. = 240 Weight, 274 (Ibs) LUMBER BRACING TOP CHORD 2 X 4 CSF No— *Except* TOFF CHORD Sheathed or 2-1-2 on center purlin spacing. T1 2 X 4 CSF 1650F 1.5E3 T1 2 X 4 DF 1650F 1.5E BOT H ISD Rigid -111 rig d1 rect.ly applied, or 10-00-00 on center bracing. BOT CHOR.D 2 X 4 DF 165OF 1.5E *Expt* WEBS I Row at midpt 4-121 12-6 VVEBS 2 X 4 DF turd/Std OTHERS 2 X. 4 DF Stud/Std WEDGE Left X 4, Right: ht: X REACTIONS (lb1 ire) 1_250810-3-8, 9=2508/0-3-8 l--Iorz 1--1 0(1oad case FORCES TOP CHORD 1-2=-4,568, 2-3=-4297P -4=-3536, 4- -;-2595, 5-6=-2695, -7=_3536 7-8=-4297, 8-9=-4568 ESOT CHORD 9-10=4057, 10-11=3551, 11-12=,2992, 1 -1 =2992, 13-14;--3551, 1-14=4057 'SEE -14=-401, 3-14=550, 3-13=-740, 4-13-773, 4 1 -10597 5-12=1 899, 6-12--l-0:59, 11 773, -11 � 740, -10-550, 8-10--401 1 ■ TE 1 This truss has been designed for the wind [oads generated by 70.0 m.p.h. winds at 25.0 feet ,bogs ground level, using 7.0 p. .f. top chord dead load and 8.0 p.s.f bottom chord dead i ad, 100.3 nn illes from h urricane oceanijn , on a category I enclosed building, of d imensions 45.0 by 24.0. 1th exposur (ASCE 7- Lumber Increase = 1. 3, Plate Increase - 1.33. No end verticalls are exposed. This truss has been designed for a 10,0 p. .f. bottom chord live load nonconcurrent with any other live loads per Table filo. 16-B, UBC -94. EGAD CASE(S) Standard 4r i Job 11 Anderson Truss E1 ISSt. UI $",I LL - 4x5 Truss Type COMMON i i Qty ply 2 11, Rexburg/ 11/29 EG 0� - 24-0-0- 24-D-0 T 2 7 T_ ST -3 I -- 3X6 WMI "late Offsets (X,Y): [1.0`0-0,0-0-0], iI - es t i nc. I- n uec 4-0-0 U 4 WE LOADING SQ S L DI 1 PAC ING -0--0 CS1 DEF L (in) Icy I/d fl � PLATE'S GRIP TrILL Plates Increase 1,15 TC 0.00Vert(LL) 0,00 1 ��,� i 20(2 0 a) 186/148 T DL Lumber Increase 1,15 BC 0.00 Vert(TL) 0.00 E LL 0.0 Rep 'tress I n, r YES WB 0.00 Har-z(TL) 0.00 n/ E D L 8.0 Code UBC -94 Min Length I LL deft = 240 Weight: 352 Ibs) LUMBER BRACING TOP CHORD 2 X 4 DF No.2 No.TOP CHORD Sheathed BOT CHORD 2 X 4 DF Na -2 BOTCHORD Rigid ceiI Ing directly applied, or 10-00-00 on center bracing - OTHERS 2 X 4 ra in .THIEF DF Stud/Std Except: 5-6:6-0-0, 6-7:4-3-2, 4x5 -- FORCES NOTES 1Gable requires continuous bottom chord bearing. Gable studs spaced at 24 inches on center. Gable studsexceed-Ing inches length to be laterally braced at midpoint. For .studs exposed to wind, see MjTek "Standard Gable End Detail". Studs to be fastened with 2x3 M20 plates. Th is truss has been designed for a 10. . .f. bottom chord Ii is load nonco Curr nt with a ny other live loads per Table o_ 16-13, UBC-94- Truss C- . LCA CASE(S) Standard co x CD i Jab Truss Truss Type Qty � Ply � c27-9-13 `. Q12310 F'# COMMON 11 � 1 � Rei T 0 cir ri o m on eni - it - :burgh' 11129 E TMOD s May i e ndustries, Inc. - - - -4- 14-2-3 - 1- 0- 0 � c27-9-13 D_10- 7-+5 6-9-13 6-9-13 -9-1 M �I 5X5 n--. 4 --1 Fr F . 4-0-0 4-1 1 7-4- 8X8uF- : , ,�..,� - - dA_1r i 7- 14-2-3 21-M 7-9-1 4-7-11 -0-0 -4-5 6-9-13 6-9-1 6-9-1 --1 7-4-5 Plate Offsets (X,Y)-. t^�— k — �,k +4 — , � '0-1— , —1— ]� — a — �r [6:0-0-0,0-3-0], .1 — — r [9.0-0-5,.,0— —T], (11-0-0-0,0-3-4] LOADING( sf) SPACING TOLL Plates Increase TCDL Lumber Increase BOLL 0.0 hep Stress Incr CDL 8.0 Code LUMBER TOP HICK BOT loll ESS OTHERS WEDGE -0-0 1.15 1.15 YES UDC -4 1 TC 0.92 SC 0.87 B 0,79 SPF 1650F 1_ E *Except* T1 2 X 4 SPF 21 OOF 1,8E, T1 2 X 4 SPF 2100F 1.8E X 4 DF Ho.. X 4 DF Stu d/Std DF No.2 Left: 2 X 61 Fight: REACTIONS (Ibf-1). 1-220210--, 7_220210-3-8 Max Hort 1= -load case DEFL (in) (Ioc) ' Ilc#efl - Vert(LL) 0.33 1019 999 Vert(TL) 0.48 1019 999 Harz(TL) 0.79 ? nla Min Length 1 LL defl = 24{} BRACING TOP CHORD BOT H R VVEBS PLATES GFT 00a) 149111 e[ght: 204 (lbs) Sheathed or 2-5-2 on center purli n spacing. rigid ceiling directly applied, or 10-00-00 on center .bracing. 1 Flow at rnidpt 3-10,10-5 FORCES TOP CHORD 1-2=-3833, 2-3;---3118P -4=-2353, 4 -5z ---2353P 5-6--3118, -7_-3833 BOT CHORD 7-8=3408f -9_3405, -10=2777, 10-11 =277 , 11-12-34051 1-12=3408 EBS -12=111, 2-11 =-710, -11=462, -10;---973P -10--1518- -10=-x°73, :5-9=462, 6-9--7103 -8-111 co I" co TE 1) This truss has been designed for the wird loads generated by 70.0 m, . h. winds at 25.0 feet above ground level, using 7. 0 p. . f. top chord dead load and 8.0 p. s. f bottom chord dead load, 100.0 miles from hurricane oceanlira, on a categoryI enclosed building, of dimensions 45.0 by 24.0with exposure C (ASCE 7-93). Lumber Incr a e - 1. 33 k Folate I n r a = 1. 33. No end verticals are exposed, This truss has been, designed for a 10.0 p. _f. bottom, chord live load noncon urrent with any other live loads per Table No. 16—Bo UBS -94. LOAD CASE(S) Standard 6 Job I Truss Truss Type Qty r 012310 FIG COMMON erson Components - IF 0-10-8 21 -OL-0 2.1-0-0 PI j Rexburg/ 11129 E ET1 M# in F. P, & M. M ;. �+0 4-0-0 21-0-0 :3x5 - 3X6 = 3X6 = US Plate offsets (X,Y)-. [10-0-000-11-81 LOADING (psi) TGLL 35 ii TGQL 8.0 6GLL 0.0 BCL]L 8.0 LUMBER TOPCHORD D BOT HO D oTHFI FORCES SPACING Plates Increg. e Lumber Increase Rep Stress In r Codi: 2 X 4 DF Nc,2 DF N .2 DF turd/Std z -a -fl I csi 7.15 � TC 1.15 BC YDS WB I r DEF'L (in) fo) Vert(LL) 0.0 Vert(TL) 0.00 H rz(TL) 0.00 Min Length / LL dfi = 240 BRACING TOP HOOD BOT CHORD Vd, f1 ge*** n/ PLATES M20(20ga) RIP 186/148 Weight; 296 (Ib Sheathed Rigid ceiling directly applied, or 10-00=00,on center bracing. Except: 5-6:2-10-6, - � - - . NOTES 1 Gable requires continuous bottom chord bearing. Gable studs spaced at 24 inches on nler- Gable studs exceeding 72 inches length to be laterally braced at midpoint. For studs exposed to wind, see MiT k "Standard Gable End Detail 4) Studs to be fastened with 2x3 M20 plates- Th is truss has been desig n d for a 10. 0 p. s, f. bottom chord lave load nonconcurrent with any other live loads per Table No. 16-B, U 130-94. LOAD CASE() Standard Job Truss � Truss Type � Q12310 H1 I MONO rid r on components LOADING TOLL 35 0.. TCDL 8.0 BOLL 0.0 BCDL $.0 LUMBER TOPCHORD BOT H R D EE C31 C3 Qty Ply 10 1 Rexburgl 11129 EC : �s May 26 1995 Mi I ek Indusrisa, 'Inc.** -F'i - -1.:- :'1' : -TM—Pa 4-6-0 4-10-8 4-- 0 -- SPACING -0-0 ] Plates Increase 1.15 TC 0.30 Lumber Increase 1-15, BC 0,16 Rep Stress Inr YES WB 0..00 Gcde UBC-94 REACTIONS (Ib/size) 1 =24710--, MaxHorz ort 1= 0oad case ) Max Uplift =-1(Id case FORCES TOPCHORD ET H A 1-2=0, i- JAL 1 1-7-0 4--0 4-6-0 D EFL (in) 00 Vert(LL) 0.02 1/ Vert(TL) 0.03 1/ Hr(TL) -.00 Min Length I LL deli = 240 BRACING TOP CHORD BOT CHORD Ildefl 999 999 n/a PLATES a I: Might- 17 (lbs) Sheathed or 6-0-0 on center purlin spacing, except end verficals. 1-3:6-3-0. TE 1 This truss has been designed for the wind loads generated by 70.0 rn. p -h. winds at 25,0 feet above ground level, using 7.0 p. .t. top chord dead load and 8.0 p. .f bottom chord dead load, 1001.0 miles frorn hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 wilth exposure C (ASCE 7-93). Lumber Increase = 1. 33, Plate Increase = 1.33. No end verficals are exposed. This tru begin designed for a 10.0 . .f, bottom chord I - Ne load noncon urrent with anyother lige loads per Table No. 16-13, UBC -94- 1L N H.. connectors recommended t connect truss to bearing walls due to uplift as follows: One connector at joints) 3. LOAD CAS E(S) Standard 4 [F No. X 4 CSF No.2 X 4 DF Stud/Std REACTIONS (Ib/size) 1 =24710--, MaxHorz ort 1= 0oad case ) Max Uplift =-1(Id case FORCES TOPCHORD ET H A 1-2=0, i- JAL 1 1-7-0 4--0 4-6-0 D EFL (in) 00 Vert(LL) 0.02 1/ Vert(TL) 0.03 1/ Hr(TL) -.00 Min Length I LL deli = 240 BRACING TOP CHORD BOT CHORD Ildefl 999 999 n/a PLATES a I: Might- 17 (lbs) Sheathed or 6-0-0 on center purlin spacing, except end verficals. 1-3:6-3-0. TE 1 This truss has been designed for the wind loads generated by 70.0 rn. p -h. winds at 25,0 feet above ground level, using 7.0 p. .t. top chord dead load and 8.0 p. .f bottom chord dead load, 1001.0 miles frorn hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 wilth exposure C (ASCE 7-93). Lumber Increase = 1. 33, Plate Increase = 1.33. No end verficals are exposed. This tru begin designed for a 10.0 . .f, bottom chord I - Ne load noncon urrent with anyother lige loads per Table No. 16-13, UBC -94- 1L N H.. connectors recommended t connect truss to bearing walls due to uplift as follows: One connector at joints) 3. LOAD CAS E(S) Standard r Job Q12310 n aers n Tress m pones Truss Type Qty FSI G MONO 12 1 Plate Offsets Xa'.!'1---] LOADING (Dsf) TCLL (-:3 � - D6 TCDL 8.4 6CLL 0.0 BCDL 8.0 LUBE TOP CHORD ET CHORD WEB Q V- Rexburg/ 11 129 E - -4- 10- - 0 1 �;-'� �- 4- 5-4- -1-8 X4-8 12 :3X4 = 3X4= 5-4- - - SPACING -0-0 CSI Plates Increase 1.1 TC 0.4 Lumber Increase 1,15 BC 0'3D Rep stress I n r YES WB 0.36 Cede UBC -94 REACTIONS Ike /size) 1=55,3/0-3-8,4=55310-3-8 Max Horz 1=10(lod case Max Uplift 4= -led case FORCES TOP CHORD 1-2--549, 2-3z-0, -4--246 BOT CHORD 4-5=487t 1-5-487 WEBS -=, -4=-555 DEFL (in) X 4 DF No. V r1t(TL) 0.04 X 4 CSF No. Min Length / LL deli X 4 DF Stud/Std REACTIONS Ike /size) 1=55,3/0-3-8,4=55310-3-8 Max Horz 1=10(lod case Max Uplift 4= -led case FORCES TOP CHORD 1-2--549, 2-3z-0, -4--246 BOT CHORD 4-5=487t 1-5-487 WEBS -=, -4=-555 DEFL (in) Io) I/detl Vert(LL) 0.03 5/4 999 V r1t(TL) 0.04 1/5 999 H cr(TL) 0-01 4 n/a Min Length / LL deli _ 240 PLATES GRIP 20(208 a) 186/148 Weight'- 53 (Ib) BRACING TOP CHORD Sheathed or -0-0 on center purlin spacing, except end verticals. BOT CHORD 1-5,6-3-0, 4-5-.b6-3-0. NOTES 1) TIS -is truss has been desIg ned for the wird leads generated by 70.0 m, p. h. wi rid s at 25.. 0 feet e be e grow nd level, u i ng 7. 0 p. . f top chord dead load and 8. 0 p. s. f bottom chord dead lead, 100.0 miles from hurricane o e nli ne, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93), Lumber Increase = 1. 33. Plate I nor a e - 1. 33 r No end verticals are exposed_ T true been designed for e 10.0 p, .f. bottom chord Ire load nonconourr nt with any ether live loads per Taal No. 16-B UBC -94- I P N H2 5,connectorsrecommended to connect true to bearing walls due to uplift as follows,, One connecter at joint 4. LOAD CASE(S) Standard Job Q12310 i5rZWO . ' Truss x'11 on en T *T LOADING (psfj ��L 5� �f TCDL 8.0 BCLL 01,10 BCCJL 8.0 Trus Type Qty Ply 4 3.300 S May -- --1 o -9-4 2-10-12 -1-12 5X5 Rexburg/ 11129 F 1 3-9-4 3A _ 3X4 - SPACING Plates Increase Lumber Increase Rep Stress I n r Code LUMBER TOP CHORD 2 X 6 DF Nor: BOT CHORD 2 X 6 DF N01 WEBS 2 X 4 DF Stud/Std t REACTIONS Ikis/ i ) 1;--665/0-3-5, 5=66510-3-8 Max How 1=- 7.(Ioad case FORCES TOP CHORD 1-2=-979, 2-3=-717, 3-4=-7175 -5=-979 BOT CHORD -= 4, 1-=864 WEBS -=-263, -=384, 4---263 13-4-0 --0 DE FL (in) (Io lfdeft PLATES GRIP VertLL 0.02 615 999 a 186/148 Vert(TL) 0.03 6/5 999 He (TL) O.01 5 n/ Min Length I LL def _ 240 Weight: 7 (I'bs) BRACING TOP CHORD Sheathed or -0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. NOTES 1 This truss h as been designed for the wi rd loads g enerated by 70. 0 m. p. h. winds at 25. 0 feet above grou nd leve I, using 7_ 0 p, s. f. top chord dead I cad a rid 8, 0 p, s. f bottom chord dead Ic d, 100,0 miles from hurricane oceanline, on a c t o I enclosed building, of dimensions 4 .0 by 24.0 with exposure -C (ASCE 7-93). Lumber Increase 1-331 Plate Increase= 1.33. No end vertecals areexposed. This truss has been designed for a 10.0 .s.f. bottom chord live load noncon urrent with any other live loads per Table No. 16-B, UBC - 4. LOAD CASE(S) Standard A Job 1 10 Truss 4 Truss Type 1 i SLOPING FIAT rnponents 1i y1 14 5-2-14 Qty 4 Ply 0 18 1 Rexburg[ 11/29 E s May 26 1995 MjTek Inc. Fri e 5-1-2 5X 1 - 5X6 5 5-2-14 10-4-0 1 &-0-0 5-2-14 -1-2 5-8-0 Plate Offsets ( , ): [2:0-1-12,0-1,-8]r [ :0- y r - - ], [7:0-0-12,0-1-8] LS7ADIMG� TSL 5.C1 1,r SPACING 2-0-0 TDL .0 BOLL .0 BCL . 1,r SPACING 2-0-0 SSI DEAL (in) (lac) Udeff PLATES GRIP Plates Increase 11.15 TC 0.49 Vert(LL) 0.1[3 817 999 M20{20ga} 1861148 Lumber Increase 1.15 BC 4.43 Vert(TL) 0.15 617 999 Rep Stress Incr YES WB 0.65 Horz(TL) -4.01 5 n/a Cady USC -94 Min Length f LL deft = 240 Wight: 84 (lbs) LUMBER TOP CHORD 4 CSF Io. BOT CHORD 4 DF N .2 WE B X DF Stud/Std *Except* X 4 D1= Ido- REACTIONS(lbs/size) 1=855/0-3-8 ,5=779/0-5-2 Max Hor =779/0- - Hor 1- .(Ioa case Max Uplift =-, Icad case FORCES TOP CHORD 1-2=-81412-3=-16263 3-4=-1626a4-5=-1626 3 5-6-41 BOT CHORD -7=-(), 7-8=1626,1-8=0 WEBS 2-8=1469N 3 -8= -438P3 -7 -OF 4-7=-43815-7=1916 BRACING TOPCHORD BOTCHORD Sheathed or 3-5-9 on center u ri i nspacing, except end verticals. 1-8-16-3-01. ! -V:.1 -3-O,. 6-7:6-3-0. ge NOTES �1 This truss has been designed for the wind loads generated b 70.0 rte. p�.h. winds at 25.0 feet above ground level, using 7.0 p_ _f. top chord dead load and 8.0 p�.s.f bottom chord diad load, 100-0 miles from hurricane ocean Eine, on a category 1 enclosed building, of limen ion 45.0 b 24.0 with exposure (ASCE 7-93) Lumber Increase 1. 33, 'Pit Increase _ '1..33. o end verticals are exposed- be, xposed_ =SIMPSSON een designed for 10.0 p.s.f. bottom chord live load n neon urrent with any other fire loads per Table . 16-B, U - �4. on n to r recommended to connect truss to hearing walls due t uplift a foi lc s: One connecter at joints) . LCA CASE(S) Standard Job True d Q12310 0 Anderson h ornpon es - T 0- 0-10-8 True Type COMMON -0-0 LOADING sfj TCLL 35. TCDL �8.fl BCLL 0.0 BCDL 8.0 LUMBER TOP CHORD BOT CHORD ''EBS 3x4 Qty Ply 7 � 'E Rexburg) 11/29 EC 3-360 s may -25--T995 11 eK 1nftu-!§trj—eS, Inc. err e`�D�f4:17-3 4x4 2 3x4 :i -0-0 16-0-0 B-0-0 -M SPACING -0-0 Plates Increase 1.1 Lumber Increase 1.1 Rep Stress I n r YES Code UBC -`4 X 4 SPF 2100F 1,8E X 4 DF No.2 X 4 DIF Stud/Std REACTIONS (lbs/size) 1-876/0-3-813-87610-3-8 Marc Harz 1=-36(laad case 2) FORCES TOIL CHORD BOT HICK 'SEES 1-2--876,2-3--876 --779, 1-4-779 2-4=1 26 CSI T B E 0.84 e 66 .1 BEFL (ire) 10 Ildefl Vert(LL) 0.13 4/3 999 Vert(TL) 0.19 413 990 Hort(TL) 0.0 n./a Min L rig -t h I LL d fl = 240 BRACING T P H RD BOTCHORD PLATES 1(ga) 3X4 = FLIP 14f11 Weight: 50 (Ibs) Sheathed or -11 -0 on center purlin spacing - Rig%d ceiling d irectly applied, or 10-00-00 on center draping. M NOTES 1) This truss has been designed for the wind loads generated by 7 e0 m. .h. winds at 25.0 feet above ground lural, using 7.0 p. .f. top chord dead load and 8.0 p, -f bottom chord dead load, 100.0 riles from hurricane oceanline, c)n a category I enclosed buildings of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93).. Lumber Increase - 1,33, Plate Increase = 1.33. No end verticals are exposed. This truss has been designed for a 10.0 p, .f. bottom chord live load noncon urrent with any other lire loads per Table No- 16-13, U BC -94. LOAD CASE(S) Standard Job Truss 01-2310 Anderson Com ponen, Truss Type COMMON Qty I Pry I II I Rexburg! 11129 EG s May 26 1995 N1iTek Industries n -Fri Dec 3��. T:35 1 �'�5 Page 'r _- - 5--0 16-0-0 - 0- 0-10-8 BELL 8-0- 0-10-8 3X4 - Plate offsets (X,- [2,0-0-0,0-1-01 LOADING p TOLL _ TBL 8.0 BELL 0.0 BBL 8-0 6.00 SPACING -0-0 Plates Increase 1.1 Lumber Incr1.1 Rep Stress I nor `SES Code USC -94 LUMBER TOR CHORD 2 X 4 DF NCI.2 13T CHORD 2 X 4 DF No,2 OTHERS 2 X 4 LSF Stud/Std FORCES 4= r' . ,.• . •. r: :r:. �-: aA.r ar,.r. ..., - f � sk^P�'si� 1 ' TC 0.00. BC 0.0 ''B D.0 4 16-0-0 --o DEFL (in) (toe) I/dei PLATES GIMP Vert(LL) 0.00 1 0(20ga) 1861148 `(TL) .00 1 Horz(TL) 0_00 W i n Length I LL d fl - 240 Weight: 7 (I b BRACING Tod' CHORD Sheathed BOT H RD Rigid ceiling directly applied, or 10-00-00 on center bracing. NOTES 1 able requires oontinuous bottom chord bearing. Gable studs spaced at 24 inches on center, Gable studs exceeding 72 inches length to be laterally braced at midpoint. For studs exposed to wind, see MiTek "Standard Gable End Detail"_ Studs to be fastened with 2x3 I0 plates. This truss has been designed for a 10.0 p. .f. bottom chord live load nonconcurr nt with any, other live loads per Table No. 16-13, UBC -94, LCA CASE(S) Standard