HomeMy WebLinkAboutApproved Plansurilight Winter Sports Club
Team Building
•
Sunlight Base_Lod
Ski Sunlight, Inc. BLCO-81-20-6447
Pre-fab Building C 10901 CR 117, GWS
(Storage 6 limited Occupancy)
Legend
-47 SWSC Team Building
R,- A
SWSC Tie n Building
( FIC .
11'•2"
30' • —
FLOOR PLAN
360 SQ FT
Camera 3
1st Floor
1'-7
A�
ry
SECTION A
PRE-ENGINEERED RF TRUSSES
HAVE ENGINEERING FOR INSPECTOR
AT TIME OF FRAME 8NSP C IN
,& SL
)(A W.
3' X 2' FIXED WINDOW
DBL 2X8 HEADER- —
7
Simpson SD1"IG15600
truss screw at each
truss/rafter connection
A��i my GJi'D ant br
3 fir;
29 GAUGE METAL ROOFING W/ FLET PAPER
ICE AND WATER SHIELD
5/3" 05B SHEATHING
TRUSSES Q 2'-0" 0 C. 4/12 PITCH
DOUBLE TOP PLATE
2X4 STUD WALL Q 16" O-G.
T-111 MASONITE SIDING
METAL WAINSCOT
SILL PLATE
3/4" 0513 T&G SHEATHING
2X4 FLOOR JOIST ®1 b" O.G.
4X4 TREATED SKIDS (typ)
7),00
D.Ais ire
.7.4440.1“42..
2x10 RAFTERS @ 16" 0 G
29 GAUGE METAL ROOFING W/ FELT PAPER
ICE AND WATER SHIELD
5/8" 058 SHEATHING
r11`..1,—
AVr.
SECTION BA
SDPFnEk.
FR kuaghs"- To
b
0
SCALE:
SHEET:
A-1
0201377
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. nusa type
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Uty 'Ply Mor Storage / Sunlight Winter Sports CI
9
Alpine Lumber Co. Montrose, CO-81403. Derr sjcnes
-0-6-0 _ 3.2-15
0-6-0 3-2-15
6-0-0
2+1
10 04:18 2020 Page 1
KVogO0eynyH)
12-6-0
0.6-0
Scale = 1:21.0
4.00112
3x4
Job Reference {option j -
R n: 8.33e s Dac. 52019 PRnt 8.330 s Dec 5 2019 kii'rek Muskies. Inc Fri Aug 14 -
ID:uFLRCxdCvL?MnAhzA9sdCpynyLF-h19ai1SB_UiGDlujaggLoWIA Cgg
12-0-0
2.9-1 3.2-15
5x6
3x4
5
10
7
5x6 =
LOADING (psf)
TCLL 100.0
(Roof Snow=100.0)
TCDL 10.0
BCLL 0.0 '
BCDL 10.0
LUMBER -
TOP CHORD 2x4 SPF 1650F 1.5E
BOT CHORD 2x4 SPF 1650F 1.5E
WEBS 2x4 WW Stud
6-0-0
SPACING- 2-0-0
Plate Grip DOL 1.00
Lumber DOL 1.00
Rep Stress Incr YES
Code IBC2018/TP12014
CSI.
TC 0.44
BC 0.67
WB 0.50
Matrix-SH
3x10 =
12-00
6-0-0
DEFL. in (loc) 1/dell L/d
Vert(LL) -0.10 8 >999 360
Vert(CT) -0.13 6-8 >999 240
Horz(CT) 0.05 6 n/a n/a
Wind(LL) 0.02 8 >999 240
BRACING -
TOP CHORD
BOT CHORD
REACTIONS. (Ib/size) 2=1557/0-3-8 (min. 0-2-14), 6=1557/0-3-8 (min. 0-2-14)
Max Horz 2=27(LC 18)
Max Upli1l2=-31(LC 10), 6=-31 (LC 11)
Max Grav2=1817(LC 21), 6=1817(LC 22)
FORCES. (Ib) - Max. Comp./Max- Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-9=-3182/238. 3-9=-2880/250, 3-4� 2163/173, 4-5=-2163/173, 5-10=-2880/250,
6-10=-3182/238
BOT CHORD 2-8=-204/2800, 6-8=-203/2800
WEBS 3-8=-1122/127, 4-8=-10/644, 5-8=-1122/127
5x6
PLATES GRIP
MT20 169/123
Weight: 37 Ib FT = 20%
Structural wood sheathing directly applied or 3-6-2 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL==6.opsf; h=25f ; Cat ll; Exp 13; Enclosed; MWFRS
(envelope) gable end zone and C-C Exlerior(2E)-0-6-9 to 2-5-7. Interior(1) 2-5-7 to 6-0-0, Exterior(2R) 6-0-0 to 8-11-12, Interior(1)
8.11-12 to 12-6-9 zone; cantilever left and right exposed ; end vertical !eft and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL-1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-16; Pf=100.0 psf (Lunt DOL-1.00 Plate DOL-1.00); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 100.0 psf on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-0-0 tali by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 Ib uplift at joint 2 and 31 Ib uplift at joint 6.
8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
m
49