HomeMy WebLinkAboutTRUSS - 18-00522 - Rockhouse Dentistry - Addition' HEELS ON TRUSS
NO BLOCKING PROVIDED
IN BID.
O
O
O
O
O
O
O
O
O
O O
O
i
1
M
i
i-------------
__------------------ __
SPRING
CREEK BLDRS.
ALLEN DENTAL
REXBURG, ID.
18-056100T
i
3.00 rl2
P
3.6 It
3x4 II Srab.1:5e0
i
5A c
Inti
LOADING (pal) I SPACING- 2-0-0 I CSI. I DEFL In Qoc) Wall Ud I PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.69 Vm(LL, -0.94 M >402 360 MT20 2201195
TCDL 7.0 Lumbar DOL 1.15 BC 0.98 Vert(CT) -1.31 M >287 240 MT20HS 165/746
BOLL 0.0 ' Rep Stress Incr VES WB 0.92 H_(CT) 0.22 J Na Na
BCDL 7.0 Code IRC201SITP12014 Matrix -SH Wind(LL) 0.60 M >630 240 Weighl:1681b FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.t &Btror 2x4 DF -N 1S00F 1.6E TOP CHORD Sheathed or 2-2-0 oc pudins, except end verticals.
BOT CHORD 2x4 OF 1800F 1.6E or 2.4 DF Nc.t&BV or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 OF Stud/Std'Except' WEBS 1Row at midpt HJ
W 13:2x4 DF 7800F 1.6E or 2x4 DF NoA &Btr or 2x4 DF -N 180OF 1.6EMTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 OF Swd/Std be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) P=1683/0-5-6 (min. 0-1-12), J=1534/Mechanical
M. Horz P.343(LC 4)
Max UplikP=.396(LC 4), J=-435(LC 8)
FORCES (lb) - Max. ComPJMax. Ten. - All forces 250 (Ih) or less except when shown.
TOP CHORD B -P- 1650/497, B -C=-3921{1043, C -D=-3747/1015, D -E=-6025/1618, E -F--6781/1811,
F -G=-6027/1600, G-H=x774/985
BOT CHORD O -P.-358/67, N-0=-1767/5556. M -N= 2028/6688, L -M=-1986/6707, K -L=-1627/5583,
J -K.-966/3344
WEBS B.O=.965/3713, C-0=345/152, D-0=2230/596, D.N=-85/567, E -N=-900/253, F -L.-7351274.
G-L.-15SU02, G-Ka1839/568, H -K.-254/1092, H.I.-3213/927
NCTES-
1) Wind: ASCE 7.10; Vull=115mph (3-secend gust) Vasd=9lmph; TCDL=4.2ps1; BCDL-4.2psY h.250; Cat. II; Exp C; enclosed; MW FRS
(envelope) gable end zone; cantilever left and fight exposed ;Lumber DOL=1.33 plate grip DOL
2) Truss deslgned for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
3)
Ailllalesn are MT2O pla�eslun1, otherwise cable. or consult qualified building designer as per ANSIRPI 1.
4)All plates are 1.5x4 MT20 unless otherwise Indicated.
5)Gable studs spaced at 241-0 C.
63
This truss has been designed for a 10.0 psi bottom chord live load nonconcumenl with any other live loads.
7) bThis truss has been etween bottom ch signed
i and any other Imad amobersO.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit
8) Refer to girders) for Truss to muss connections.
9) Bearing atjoinl(s) P considers parallel to grain value using ANSV17PI 1 angle to grain formula. Building designer should verity capacity of
bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 396 lb uplift at joint P and 435 Ib uplift at
joint J.
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVrPI 1.
LOAD CASE(S) Standard
3. 00 12
P
M I I
LOADING (PSI) SPACING- 2-0.0 CSI. DEFL in (loc) Vdeg L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TO 0.69 Ven(LL) .0.94 M >402 360 MT20 220/185
TC
DL 7.0 Lumber DOL 1.15 BC 0.98 Ven(CT) .1.31 M >287 240 MT20HS 165/146
BCLL 0.0 ' Rep Stress Ina YES - W B 0.92 Hoa(CT) 022 J We n1a
SCOL 7.0 Code IRC2015/TPI2014 BC XSH Wind(LL) 0.60 M >630 240 Weight: 146 Ib FT -20%
LUMBER- BRACING
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.t88V a 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 2-2-0 oc pudins, except end verticals.
.BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF Nc.i&Bb or 2x4 DF -N 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing.
WEBS 2x4 OF Stud/Std'Except' WEBS 1Row at midpt HJ
W13: 2x4 OF 1800F 1.6E or 2x4 DF No.1 &BV or 2x4 DF -N 1800F 1.6E M1Tek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
Installation aide.
REACTIONS. (Ib/size) P=1683/0-5-8 (min.0-1.12),J.1534/Mechanical
Max Horz P-343(LC 4)
Max UpliftP--396(LC 4), J=-435(LC 8)
FORCES (lb) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B -P.-1650/497, B -C-3921/1043, C -D.-3747/1015, D -E=-6025/1618, E -F.-6781/1811,
F-G.S(127/1600, G -H= 3774/985
BOT CHORD O -P-358/67, N-0.-1767/5556, M -N=-202816688. L -M.-1986/6707, K -L.-1627/5583,
J.K-966/3344
WEBS 13-0=-965/3713, C-0=3451152, D-0.-2230/596, D -N=-85/567, E -N=-900/253, F -L-735/274,
G -L.-158!/02, G -K--1839/568, H -K.-254/1092, HJ=3213/927
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=9lmph; TCDL-4.2ps4 BCDL=4.2psf; h.25ft; Cat. II; Exp C; enclosed; MW FRS
(envelope) gable end zone; cantilever left and fight exposed ; Lumber DOL.1.33 plate grip DOL.1.33
2) All plates are M720 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 pet bottom chord live load nonconcum m with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 346-0 tall by 2-" wide will fit
between the bottom chord and any other members.
5) Refer to girder(') for truss to truss connections.
6) Bearing at joint(-) P considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of
bearing sudace.
7) Provide mechanical connection (by others) of truss to bearing ptate capable of withstanding 396 lb uplift at Joint P and 43511, uplift atjolnt
J.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard