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APPROVED
SUBJECT -10 NOTED
EXCEPTIONS & INSPECTIONS
GARFIEL) COUNTY
BUILIi."v4; DEPA T
Date/B / hV
r, COPY"
' PJ -`9PECTION WITEi[7F F
T1/47.1,E..ULANS:W9-ECE.
FaZe
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--t-- --i
INDEX
FLOOR PLAij / FoudoAT/MI OVERVIEW
Eft67 WEST ELEV TOWS e W/nlDot.,l/PooTR ScHEDUI-E
N ELF VAT�odS SrD -
EVrE t.✓ f QRST F'O UNp/tT/oN/
TPAV/S p/f1NF} CA5Ey
295c, C.R. 32o
RIFLE Co, 31650
WOODSN/Tr{ Co,J37PUGTlofJ
876-28za 3,7q-3/46
3&3 HO vEsi 672 kd.
-5:i r, co, 6/65z
BLRE-1D-11-2241
CO
c
m
O G M
LV
ag
a
L gra E
no, N W
[I =
co 0, =
N m =
rn co
&1ST E LE11ATron/ %q =
i
f4-1�4
%9 Ca. STEEL
v./Lot ELE✓ATIoN jq' - I
6 -
P?ALRn/cED LITES ALL
GMDE J5
1_ I
}
P2
W/A/DovJ i (Jo OR SCHEDULE
!G 4 - 494-9 VIWYL THENAL 5L/AER,S t4/ c, EENS'
�ID Z- /4' X 91 /N5ULATED ovERHfMD v✓/ L/YES z oPLRATo,ic
( 6" Low PFoFiLE TRACKS NEEP ED
IE 1 - 3 a 7HcgNA--rRU EtT DoaR YJ/FAc7og? -77/ E5rKDL5 we47HE R/P
TRAv,3 DIANA CASEY
79sb c. R. 3zo
RIFLE , Co. 8165o
WooDJNITH Cpr/S7-j1UGTlo/J
576- 2e2Z 375-3/44,
553 HARVEY GRP rd,
5/c.7; Co. t3/6S2
50L1 PH ERA/ E LEUAT /On/
ORM ERA/ ELE✓9Tian/ CMC7Ly RE vele, E-,0)
/.g
is
-Tr-
i-
3 TE M
i'
WALES
EA5T GFlK/i Cat PoOR Faun/0ATIOA/
Monro1/TNIc SLAB
�# 9 4'o c. To ca,vMECr Memo/ /Td/e.
\u ja Bot.TS
4-"
SLAu
[..AFS To
�'onTERS
PRiJE WA9
Cop1pAcTL=o Rohn ESR5E ,,R
SCREE//ES hog:
2 4 > 12"
Is"
fe ,n !f/r4?t•, frr me/.1,#sq' ire?'
a
' a %C; i / 17.!fy7.t4i
z ro°TER
6RAJEL-
DR✓6iJAr qf AVEL—
-ENGI EERED RF TRUSSES ;.
HAVE ENGINEERING FOR INSPECTOR
AT TIME OF FRAME INSPECTION
29 V+, �TtEL
7
CoNTIr/Uo5 co7-rE
22 a 5.8. 5TRRNP �L
TrTAM, OM
5
0.5.3• STRAND
Cr-o0vRE5 on/ EAyE z glO4E
MASI,C- or/ ALL 0-0114- TS
METAL FASCIA ALL
Hoose wRkp
CRAPE
-EN41NNf�E.D
T8v5SE5 2i o. C.
(SEE ATTgcbIMENT)
a GABLE. vENT5 N.
2 4A5LE VENTS 5.
2x6 /6" 0.c,
2X(o TREATED
5/L- SEALER
"J" Boas 4/ MAX.
TRIpLL 14"x 18" ,H/c.RD -
LAM gcAMs /6'
44RAce Doan HEIPER5
4" SLA&
r8r
T
202-
° oeoFo
,qotecPo
4,444 Alio/ K.Ci;4/(
✓Pd -t, PA 13,
COMPACTED ROAD 865E .0A 5CAEEW/ED Rock
z s. 4
AIL co/v(42ETE 35oo
M r
TRFiv/5 D/RNA Casey
2 °1 51 G.R. 3 2.o
13IFLE , co. $1650
WooP 5HI7-8 CaNSTfSUc7"/oN
876 - 282-2 374-3/46
353 HARVEY 4FtP Rd.
5/LT , Co. 63/G 52
10_
BRASS CAP ON 1' PIPE
PLS 10871
10/04/11 15:04 $970 984 3533
16336
Truss I Truss Type
TRUSFAB INC.
+++ VALLEY RIFLE
Ij003
A ISLOPIMG FLAT
TRUSFAR, INC.. New Castle, CO 81647 _L-
0.0-0 5-2-6
Qty
23
Pry
1
CASSE`!
Job Referlaioa (optional)
7.220 s Feb 16 2010 MTek Industres, Inc. Tua OcI 04 16:14:10 2011 Page 11
15-0-0 24-9-1D
5.2-6 9-9-10 ---T 9-9-10
PRE-ENGINEERED RF TRUSSES
HAVE ENGINEERING FOR INSPECTOR
AT TIME OF FRAME INSPECTION
Tr; t
/., (.- C.7 </fi jiSf� "`(G�, % ) 7x8:_
4x6 I'
A
4x10= L C
KB
J
4x10 =
0-0-0
3x8 =
M
H G
7x17.5 MT16 WB = 4x6 =
10-1-3 19-10-13
10-1-3 9-9-11
?tate Offsets (X,Y): (C:0 -4-60-4-12j [D:0-0-0,0-0-6]. JPO -7-0,0-2-01, (G:0 -2-410-2-0J
LOADING (psf)
TCLL 40.0
(Roof Snow --40.0)
TCDL 10.0
BCLL 0.0 '
BCDL 10.0
LUMBER
SPACING 2-0-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Inc- YES
Code IRC20091TP12007
740 =
N
0.98 [T2
CSI DEFL
TC 0.55Vert(LL)
BC 0.87 I Vert(TL)
WB 0.93 Harz(TL)
(Matrix) L Wind(LL)
TOP CHORD 2 X 6 SPF 2100F 1.6E
BOT CHORD 2 X 4 SPF 2100F 1.8E
WEBS 2 X 4 SPF 2100F 1.8E 'Except*
W8,W1: 2 X 6 SPF 2100E .8E, W5,W4: 2 X 4WIN Sao
OTHERS 2 X 4 W W Stud
30.0-0
5-2-6
1.50 [12
2-4-10
Seale = 1:54.81
30-0-0
10.1-3
in floc) Udell Lad
-0.41 0-1 >865 360
-079 G -I >449 180
019 F nia nia
017 0-1 >999 240
` 3x10 =
q
2-4-10
PLATES GRIP
MT20 169/123
MT16 1161127
Weight 132 Ib
BRACING
TOP CHORD
BOT CHORD
WEBS
REACTIONS (Ib/size) J=1773/0-5.8 (min. 0-24), F=1773/0-5.8 (rnin 0-1-6)
Max Hors J=201(LC 6)
Max UpiftJ=220(LC 5), F=-246(LC 6)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A -J=-218/42, A -K=-181118, B -K=-150/19, 8-L=54731525, C-1.=-5314/532, C -M=4569/449,
D -M=4506/460, D -N=94/17, E -N---89/23, E -F=-14:3/42
BOT CHORD IJ= -62$/4056, H -I=-754/5982, G-1=-747/5990, FL -=-488/2859
WEBS BJ= -0272/651, B -I=0/1348, C -I=-727/247, C -G=-1599/344, D -G=-102/1933, D -F=-3080/498
Structural wood sheathing directly appiad or 3-4.13 ac
puffins, except end verticals.
Rigid ceiling direct./ applied or 8-11-13 oc braang.
1 Row at midpt 8-J, C -G
Mfrek recommends that Stabilizers and requked
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation wide.
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=5.Opsf; BCDL=5.Ops1; h=259; E=45ft L=30f1; eave=4ft; Cat. 9; Exp C; enclosed;
MWFR (all heights); cantilever left and right exposed ; and vertical left and right exposed; Lumber DOL=1.33 plate grip
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow): Category II; Exp C; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) All places are MT20 plates unless otherwise indicated.
5) The Fabrication Tolerance at joint H = 4%
6) This truss has been designed fora 10.0 psf bottom chord Ire load nonconcurrenl with any other live loads.
7)' This truss has been designed for a live load of 20.Opsr or. the bottom chord in all areas where a rectangle 3-8-J fail by
2-0-0 wide wet 8t between the bottom chord and any ether members.
8) Bearing atjoint(s) J, F considers parallel to grain value using ANSI/TPI 1 argle to grain formula. Budding designer
should verify capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bear ng plate capable of withstanding 220 Ib uplift at joint J and
246 Ib uplift at joint F.
10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802. 10.2
and referenced standard ANSI/TP( 1.
11) "Semi-rigid pitchbreaks inckxding heels" Member end fixity model was used in the analysis and design of this Miss.
LOAD CASEISI Standard
LOT 3 LEGAL DESCRIPTION
A parcel of land situated in the NE1/4 SW1/4 Section 33, Township 6 South,
Range 94 West of the 6th Principal Meridian, being more particularly
cescribed as follows:
Beginning at a point on the North line of said NE1/4 SW1/4, said point also
being the NE corner of Lot 3 cis described herein whence the Center Quarter
corner of said Section 33, on aluminum cop properly marked on a 2 1/2" pipe
bears S 87'47'50" E 469.45 feet; thence N 87'47'50" W 333.41 feet
along the North line of said NE1/4 SW1/4; thence S 0410'43" E 445.10
feet; thence S 39'30'36" W 360.86 feet; thence S 66'48'35" E 461.84
feet; thence N 12'06'32" W 307.17 feet; thence N 16'04'00" E 615.08
feet to the point of Beginning, containing 5.05 acres more or less.