HomeMy WebLinkAboutTRUSS SPECS PICS - 23-00774 - YellowStone RV - BathhouseSEQN-.- 182295
FROM,,- NK
MONO
Ply-. 1
nt„• n
ria (Psf)
0
J
0
do
.00
_ 0.00
0.00
0
,ration: 1.15
,ig: 24,0 "
SEQN- 182292
FROM: NK
GABL Job Number: 241210ij
Ply: 1-TRUMAN DEVELOPMENT
Qty: 2
f— 1'4 11
Cust: R 6519 JRef:1 XZN65190007 T2
DrwNo: 128-24.1821.41710
JAK 05/07/2024
Truss A 1
Label:
1'0114
��ftl
I - 21
12 (NP) I
1X4(A'1 I) Q III :SXb
Loading Criteria (psi) JWind Criteria
TCLL:
35.00
Wind Std: ASCE 7-16
TCDL:
8.00
Speed: 115 mph
BCLL.
0.00
Enclosure: Closed
BCDL.
8.00
Risk Category: II
EXP: C Kzt: NA
Des Ld :
51.00
Mean Height: 15.00 ft
NCBCLL.
10.00
TCDL:4.8 psf
Soffit"
0.00
BCDL: 4.8 psf
Load Duration: 1.15
MWFRS Parallel Dist: 0 to h/2
Spacing:
24.0 "
C&C Dist a, 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind
Duration: 1.60
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 D F-L #1 &Bet.;
Webs: 2x4 DF-L #1 &Bet.;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non -concurrent
live load.
Wind
Member design based on both MWFRS and C&C.
Right end vertical exposed to wind pressure.
Deflection meets U360.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS Al 1515ENC 160118, GBLLETINO 118, &
GABRST160118 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Snow Criteria (PgRfin PSF)
Pg : 50.0 Ct: 1.0 CAT: 11
Pf : 35.0 Ce: 1.0
Lu: - Cs: 1.00
Snow Duration: 1.15
Building Code:
IRC 2018
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
1571
151211
151211
1'411-
CD
ZN
,�► Maximum Reactions (lbs), or *=PLF
DefI/CSI Criteria Non -Gravity
PP Deflection in loc Udefl UGravity #
VERT(LL).
• 0.048 B 999 240 Loc
R+ / R- 1 Rh /Rw / U / RL
VERT CL : 0.064 B 999 180 P* 153 /- /- l46 /22 /13
HORZ LL : 0.009 B - - Wind reactions based on MWFRS
HORZ TL : 0.012 B - - P Brg Wid = 182 Min Req = -
CreepFactor: 2.0 Bearing B Fcperp = 625psi.
Members not listed have forces less than 375#
Max TC CSI, 0.460
Max BC CSI. 0.271
Maximum Gable Forces Per Ply (lbs)
Max Web CSI. 0.074 Gables Tens.Comp.
:
C - O 303 - 586
VIEW Ver: 23.02.04.0123.14
19251 ,
05/07/2024
**WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"*IMPOR TANT** FURNISH DRAWING TO ALL tCONTRACTORS
�IN .. Refe�to andHol ow the latest dition of BCSI (Building
Trusses require extreme care in fabricating, handling shipping i 9.
Component SafetyInformation, b TPI andSBCA) fog safety practices prior to performing these functions. Installers shall provide temporaly attached structural sheathin and bottom chord shall have a properly
bracing per BCSI. Unless noted oherwise, top chord shall have proper (attached ri id ceilin .Locations shown for permanent lateral resaint of webs shall have
eApoIts plates toeeach face of'tCuss� and installed with
diagonal bracing ins�alled on the CLR per BCSI sections 133) 137, or B10, as applica p Y
n o and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job s General
show ab v
Notes page For additional information. Cogponents Group Inc. shall not.be res p.onsible for any of trussesr�A seal orn hnsdrawing
a�lor cover pateeAlpine, a division of ITVV Buildin installation, and bracin is
truss in conformance with ANSIrfPI 1, or for handling, shipping,.
ce tance ofprofessional enc neenng responsibilit sols��2r the design shown. The suitab�li y and use olisting this drawing,indicates ac p
drawing for any sfructure is the responsibility of the Buildingbesigner per ANSI�rql- SBCA: sbcacom onents.com• ICC: iccsafe.or , AWC: awc.or
For more information see these web sites: Alpine: alp'neitw.com� TPI: t inst
J,
Franklin Building Supply
515 W Main
Appleton ID 83338
(208 )324-822 8
LPINE
A
AN I TW CO WAhy
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
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