Framing Plans28'-0"24'-0"
9'-0"3'-0"3'-6"6'-0"
PRE-ENGINEERED ATTIC ROOF TRUSSES
SEE ENGINEERED TRUSS PLANS PER MANUFACTURER FOR EXACT DESIGN
2X6 RAKE FASIA
2X6 FASIA2'-0"10' CEILING
2X6 FRAMING FOR ALL WALLS
FOUNDATION TO BE CONCRETE FOOTINGS
OR MONOLITHIC SLAP WITH FOOTING
9' WIDE X 8' HIGH
OVERHEAD DOOR
100 AMP SUB PANEL
SITE VERIFY LOCATION
10'-1.1"10'-1.1"24'-0"10'-1.1"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"
2-2x10 Header
2-2x10 Header
2-2x10 Header
2-2x10 Header4'-0"4'-0"4'-0"
4'-0"
4'-0"
4'-0"4'-0"4'-0"1'-10.5"
1'-10.5"
2'-0"
2'-0"
1'-1.5"
1'-1.5"
4'-4.5"
4'-4.5"
1'-5.5"
1'-5.5"
1'-5.5"
1'-5.5"
6'-0"
6'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
6'-0"
6'-0"
2'-0"
2'-0"
1'-6.5"
1'-6.5"
7.5"
7.5"
1'-5.5"
1'-5.5"
4'-4.5"
4'-4.5"
1'-5.5"
1'-5.5"3'-4.5"3'-4.5"7'-6"7'-6"28'-0"
28'-0"
REAR WALL FRAMING PLAN LEFT WALL FRAMING PLAN
RIGHT WALL FRAMING PLANFRONT WALL FRAMING PLAN
2-2X12 HEADER
2-2X10 HEADER
24'-0"8'-0"2'-6"3'-0"6'-10.5"6'-0"9'-0"3'-6"
1'-1.5"
1'-1.5"
1'-1.5"
1'-6"
1'-4"
1'-4"
1'-3"10'-1.1"
Truss
Job VGA7
QTREC0629213
ilttdwesl Manul"nng, Eau Oake, 1r1I
Truss Type
ATTIC
6/26122. 5:07 PM
City I Ply
25 1
Job Reference (optional)
Run; 8.32 S NW 192019 Pnnl: 3.320 S Nov t9 20 12 MTek lndunide7.Inc, Tie May 05 17.20-.58 Pme: 1
1D:NenHHLF48_RNrcNNIG5bhoz.!)f vsBrowwuPGA9gyGNJemAxwp- z-f2097guUg3yzIWsZ
1.0 3-1-12 5-10d 8-10.10 12 0 0 15 1-6 18.1.12 20 10-4 2440 5-0.0
1 0.0 3.1.12 2 8.8 3-0.6 3.1.6 3.1 6 3-0-6 2-8.8 3-1.12 1.0-0
5zb'
6
" � c E
m
415- rx6- 7xi0- 7x6=
4x6*
Snap = 1:623 5. N 18.1-12 i 4-0.0
5.104 12-3.8 5 10-4
Plate offsets (X, Y); (2.0 8-0,0 2 4], [3:0.3 O,p 4-8] [9 0.3 O,Od-6],110 0- .0.2-4], ]12.0-3-0,0.5 4], (14:0.3 0,0 5 4]
Loading
TCLL(rool)
(psf)
20.0
Spacing
Plate Grip DOL
2-0-0
1-15
CSf
TC
DEFL
In lloc) Well
Ud PLATES GRIP
160130.0
Lumber DOL
1.15
BC
057 Vert(ILL)-0,44
0,98
12.14
>654
240 M720 1971144
TCDL(P�)
70
Rep Stress Incr
YES
WB
Vert(CT)
056 Horz(CT)
•0.61 12.14
002 10
>472
180
BCLL
BCDL
0.0'
too
Cade
IRC2o101TPI2014
Ma61x-MSH
Attic
-029 12-14
nra
>505
nfa
360
Weight 159Ib FT=15%
LUMBER
CHORD
2x6 SP 2400F 2.0E 'Except• T12=6
SPF N 2
BRACING
o. BET CHORD 2x8 SPF No.2 TOP CHORD Structural wood sheathing disc* applied or 5-3-11 oc purlins. WEBS BOT CHORD Rigld calling directly appllad or 2.2-0oc bracing.
2x4 Sf F Stud JOINTS
REACTIONS (lb(size) 2-953M-3-e, (min_ 0.2.1), 10-95310-3-8. (min. 0.2.1) Mf7ek rocommends that StabirLmrs and requked cross bracing be
Max Hartz 2=-237 (LC 12) Inslalled during truss erection, In accordance vAlh Stabilizer
Max Grav 2=1311 (LC 29), 10=13t 1(LC 30) Installation guide
FORCES Qb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown
TOP CHORD 2.3--186210, 3-4=-179610, 4-22--975157, 5-22=-681182, 7-23=-861182, 8-23=-975157, 8-9=-1796A. 9.10=186110
BOT CHORD 2-14=16f1400, 13-14=ON074, 12-13=Or1074, 10-12=011298
WEBS 5.15=-120557, 7.15=-120567, 4-14=11125, 6-12=(V125, 3.14=4781131, 9-12=-4801132
JOINT STRESS NDD(
2=042,3=0.33,4=034,5=0.68.6=0,623=0.68,8=0.34.9=033, 10=0.42, 12=0.71.13=092, 14-o7fand 15=051
NOTES
1) Unbalanced roof Ilve bads have been considered For this design.
2) Wind ASCE 7.16; Vutt=I ISmph (3-serond gust) Vasd=9lmph, TCDL=4.2psf, BCDL=6.0pzf; h=252; Cat II; Fxp B; Enclosed, MWFRS (envelope) exterior zone and C-C
Exterior f2) zone; cantilever raft and right exposed end vertical let and right axposod;C-C for members and forces S MWFRS for react" shown; Lumber DOL=1 60 plate
grip DOL=1.60
3) TCLL ASCE 7-16; Pr-20.0 psi (roof LL: LLm DOL=1.15 Plate DO(-=1.15). Pg=30 0 psf: Ps=16.0 psf (Lum DOL=1,15 Plate DOL=I.I5); 18=1.0; Rough Cat B; Fully Exp,
Ce=o 9; Cs=0.77; Ct=1.10
4) Roof design snow load has been reduced to account for slope
5) Unbalanced snow loads have been considered for this design
6) This truss has been designed for greater of min roof five bad of 12.0 psf of 100 times flat roof load of 20.8 psf on overhangs non -concurrent with other live loads.
7) This truss has been designed for a 10.0 psf bottom chard slue load nonconcurrent with any other live loads.
8) ' This truss has been designed far a five load of 20 Opaf an the bottom chord In all areas where a rectangle 3.06-00 tall by 2-00-00 wide 41 N between the bottom chord and
any other members
9) Ceiling dead bad (5.0 psf) on member(s) 45. 7.8. 5-15. 7.15, Wall dead bad (5 Opsf) on member(s),A-14, 8-12
10) Bottom chord live load (400 psf) and additional bottom chord dead load (0,0 psi) applied only to room. 12.14
11) This truss Is designed In accordance with the 2018 Intomatlonal Residential Code sections R502.11.1 and R802.10 2 and referenced standard ANSIITPI 1
12) Attic roam checked for L1363 deflection
LOAD CASE(S) Standard
http s r//midwest. menards,com/TrussOn I i ne Fob/i ndex.do#/fo u ndTrusses Jgab Jeri a/family/residential/zf p J46033
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