HomeMy WebLinkAboutB15-2877i'
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"Serving The Pest, Builders"
4011 Sierra College Blvd., Loomis, CA 95650
Phone (916) 652-4655 Fax (916) 652-3860
5033 Feather River Blvd., Olivehurst, CA 95961
Phone (5.30) 743-8855 Fax (530) 743-8856
WWW.GOHOMEWOOD.COM
•
Truss Calc u mitta
Client:
Miller
NOV
PERMIT # / 15 215 .
' BUTTE COUNTY DEVELOPM N IF SERVICES
REVIEWED FOR TR3 AND ASSOCIAT"
CODE COMPLIANCE
SID? 6
AA� jyA� 40 -
Truss Designer:
Bryan Wagner
brvanw@homewoodtruss.com
Phone: (530) 743-8855
Miller Residence
Lott Road
Durham, Ca.
Trackina / Work Order #:
0330815
BUTTE
COUNTY
NOV 18 2015
DEVELOPMENT
SERVICES
10
J2
J4
J6
18
110
111
110
i J8
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J4
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10
PERMfT#
BUTTE COUNTYDEVELOPMI
REVIE ECS
COD M-
I
fi
U U U Ci Z b b 2 L
0 0 = e
N N O ^^ O ¢ p
PH (530) 743-8855
M=LLER RESSDENCE
SALES REP: BW
WO#: 0330815
Fax (530) 743-8856
DUE DATE: 10/21/15
SCALE: 1"=8' 0"
DSGNR/CHKR: AW)/ BW
Date: 10/21/2015 13:1:.
HOMEWOOD TRUSS CO-
LOTT ROAD }
1
TC Live ,20.00 ps£
DurFac-Lbr : 1.25
`
DURHAM P-1
TC Dead 14'_00 PSE
d-00
DurFac-Plt : 1.25
BC Live psf
O _ C . Spacing: 2
--
R=VER BLVD
-.�._:� _..,---------- -
„�d .,i_ O psf• ---.-----
Design Spec: TPI -
OL.VEHURST, CA 95901 -"
Total 42}_00 pSE
#Tr/#Cfg: 169 / 72
Job Name: MILLER RESIDENCE Truss ID: A01 Qty: 1 I
ERG 1 -LOC !HALT SM REQ'D
I 0- 2-12 2167 5.50" 2.51"
2 24- 4.12 2148 H6it 2.28"
BEG BANGER/CLIP NOTE
2 •BTD26
Svpprt Cwamection(s)/Banger(s) are
out desirI�ed for horizoattal loads.
SEE SID N CATALOG
FOR ADDITIONAL INSTALLATION NOTES
BAY DEFLECTION (appan)
L/999 M 3-4 (LIVH) LC 1
D= -0.37" T= .0.42"
EY. WE DHF CRITERIA :/1
IN 1®1 10- 5; T= 0.01"
- J.1st L-tirar o
z a- Be- 1 7 a- 2- e
312. 3- 4 s 12. 3. 4
411- 4- 1 e u- a• 0
5 24- a- t 18 EO. 6. 8
CKMCAL 1®oH FORM,
TC COIR.(BDN"' (BUR.) CRI
a.0.43--z3os s.e.3e
3-4 -zeta o.O.4a4.5 -zzse v/ 3: VS
!,7
COIR.((BIIB.))/ 7OiR. DUt. CRI
8-7-lSl(1.80)/ lba 1.60 0.11
7.8 / L894 O.BO 1.70
8.9 / L2sL O.BO 0.58
9.10 -151(1.60)/ 156 1.60 0.518
at COIR. pDa.)/
TENS. (BUR.)
CSI
1-6 -I542 0.6 / 0.59
I-7 / L644(0.90) 0.47
2-7-&si(I.Es)/ 0.17
3.7 sol 0.90 / a.93
3-8 -set s.L5 / a(1.eo) o.w
4.8 / 738(0.90) 0.4z
4-9 .1370(1.Es)/ 0.27
5-10 -1524(0.90)/ E605(0.90) 0.59
81
W:508
R:2167
U:-93
TC 2x6 DFL 42
RC 21:6 DFL 42
WEB 2x4 DFL STANDARD
2x4 DFL 41 4 Rtr. 1-7, 8-5
Ler (creep factor) = 2.00
11C/IRC truss plate values are based on
testing and approval as required by IRC 1703
and AN and are reported is ESR -1118.
Permnneat bnclaig is realred to
Milppees[
"tat ion/topping• See
ANSI/IPI 1.
This truss is designed awing the
ASCET-10 Wind Specification
Bldg Enclosed = Yes,
Truss Location = Not End Zone
Enp Category = C
WI Length = 68.00 ft, Bldg Width = 60.00 ft
Mean roof height = 11.92 It, h = 110
Occupancy Cate o II, Dead Load = 13.2 psf
Designed as Ma�a�ind Force Resisting System
Low-rise and Co nests and Cladding
Tributary Area = 103 sqft
Vertical menhers exposed to wind: 6- 1, 10. 5
Desiraeed� per ANSI/TPI I-2097
Fabriatiwa To/eramce = 20.0%
Bearings designed for an FePerrpp value of the
lesser of the truss chard lumber value or
625 for all bearings.
Refer to Joint QC Detail Sheets for
Cq factors gad Rotational Tolerances.
Leaded for 10 FST mem-concurrent RCLL.
Drainage shall be pnvitied to avoid ponding.
PLATING RASED ON =LUMBER VALUES.
Ead verticals are designed for axial loads
only, unless noted otherwise.
Not desiaed for attic storage ®less
noted otherwise.
This design based wis chord bnclag applied
per the following schedule:
"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
aux o.c. from to
(CA)
TC 24.00" 0- 9- 0 25- 0- 0
DIB: Drive_M_0330815_L00007JJO0001
Required bearing widths and bearing areas
Trusses ..Quire extreme care in fabricating, handing, shipptng, installing and bracing. Rater to and follow the latest edtion of SCSI (Building Component
apppp!y wka trw99 not supported In a hanger.
iR1.IP1 RHACIION(S) :
Dsgar: AW OLC = 51 Wf/PLY: 2094
Support C4C Wind Nun -Wind
noted othervdce, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
1 -93 lb
^ n
for permanent lateral restraint webs shag have bracing installed per SCSI sections 83, 67 or 870, as applicable. Apply plates to each face of truss and
HORIZONTAL REACIION(S)
LiveDar L=1.25 P=1.25
support 1 -204 Ib
posifion as shown above and on Me Joint Details report unless noted otherwise.
n
support 2 -204 lb
"opo
$ooWDor L=1.15 P=1.15
LOAD CASE 41 DESIGN LOADS ----------------
Alpine, a division of ITW Building Components Group Inc., shag not be responsible for any deviation from this drawing. any failure to build the truss in
Dir L.Plf L.Lsc R.PIf R.toc
LL/TL
TC Vert 128.00 0- 0. 0 128.00 24- S. O
0.31
TC Vert 68.00 Z4- 6. 0 68.00 24- 6. 8
0.59
RC Vert 48.00 0- 0- 0 48.00 24- 6. 0
0.00
K Vert 16.00 Z4- e- 0 16.00 24- 6- 8
0.00
4X10 1.5X3 on 7X8 4X4 4X10
ne
T
I
3-10-3
:!jl
6X12 7X8 6X8 B2
2X4 2X4 •HTU26
W:308
R:2148
U:-92
24-" 0.5-8
6 7 8 9 10 STUB
All connector plates are Alpine Wave 20 ga., unless preceded by'H' for High Strength 20 ga., "S' for Super
BUTTE COUNTY
BUILDING DIVIS3IQN
APPROVED
268 - Homewood Truss
"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
CUlst: HILLIlli
(CA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_0330815_L00007JJO0001
Trusses ..Quire extreme care in fabricating, handing, shipptng, installing and bracing. Rater to and follow the latest edtion of SCSI (Building Component
W0: Drive_M_0330815_L000
Salary Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless
Dsgar: AW OLC = 51 Wf/PLY: 2094
v V ra
noted othervdce, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
^ n
for permanent lateral restraint webs shag have bracing installed per SCSI sections 83, 67 or 870, as applicable. Apply plates to each face of truss and
TC Live 20.00 psf
LiveDar L=1.25 P=1.25
I �
���
posifion as shown above and on Me Joint Details report unless noted otherwise.
n
TC Snow P 0.00 psf
(f
$ooWDor L=1.15 P=1.15
�IJj�\FIJI
!j/-
LI
Alpine, a division of ITW Building Components Group Inc., shag not be responsible for any deviation from this drawing. any failure to build the truss in
TC Dead 14.00 post
Rep Mir Bud / Comp /Tens
AN /TW COMPANY
conformance with ANSI/TPI 1, or for handling. shipping, installation 8 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.15 / 1.00 / 1.00
2620 N. Great SW Pkwy. Grand Prahle, 7X75050
solely for the design shown. The suitability and use of this drawing for any stnrcture Is the responsibility of the Building '
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANS11TP/ 1 Sec.2
TRUSPLUS 6.0 VER: T6.5.20
For more information see this jobb general notes page and these web sites:
ALP,fE:w axatd",;„ cum TPI: wwwtanstore wtcALXmwLjbm'ndujtm=-ICC_wwwl.rsafe.aro
Bldg Code. CBC -2013
DBFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
Truss ID: A02
Qty: 1
R6 X -LDC REACT SIZE REQ'0
TC 2X4 DFL 41 h ltr.
Designed per ANSI/TPI 1-2997
This design based um mord bracing applied
1 0- z -L2 1034 5.50^ 1.59"
2 24- 4-12 IOz7 861 1.50"
aC 2X4 DFL #1 A ■tr.
WEB 2X4 DFL STANDARD
Fabrication Tolerance = 29.0%
aearings designed fir no Fclerp value of the
per the following schedule:
na: e.e. £na b
25- 9
116 HANM/CLIP NOTE
'NUSZG
ser (area factor) = 2.00
Saint
lesser of the trums chord lumber "Inc or
TC 24.09" 0- a- 0 0-
2
S.Trt Canaection(s)/HaNer(s) are
desig1�ned for horizontal loads.
Refer to QC Detail Sheets for
Cq factors and Rotational Tolerances.
925 for all hearings.
IRC/IRC truss plate "lues an based on
Required hearing widths and hearing areas
app}1 when truss net supported in a hanger.
REACTION(S)
.T
SEH SIMSON CATALOG
Leaded for 10 PSW nen-c•neurrent 'CLL.
testinmgg and appre"1 " required by IRC 1703
DPLIPI' :
Sappert CK Bind Non
FOR ADDITIONAL INSTALLATION NOTES
Drainage sball be provided to awid ponding.
Ed verticals are designed for =is l loads
and AKSI/TPI and are reported in Hit -1118.
PLATING BASED ON GREEN LUMEI VALUES.
-Find
1 -83 1b
NAI DEFLECTION (spam) :
L/999 M4.5 LC 1
only, unless noted otherwise.
HORIZONTAL RRAMON(S)
2 -83 Ib
(LM)
L= D= T=
This truss is designed using the
support 1 28S ab
IA I°'1"�'la
UN
-0.09" -0.14" -O.Z3^
EX.WB DHF C11TERIA:L/120
ASCH7-10 Wind Specification
aldg'Enclosed = Yes,
support z .285 lb
Not designed for attic storage unless
IN iMM 10- S; T= 9.0511
Truss Location = Not Ed Zone
noted otherwise.
e� Jlist leuti..s -
1 e- 0- 0 a e- 0. is
Category = C
aH dg Length - 68.00 ft, aldg Width 60.00 it
z 6- L- a 7 a- z- s
] IL- 1- 4 a t3• ]-
=
Heaa reef het t = 12.51 ft, a = 110
71
4 1s• 4- 0 s Is- 4- e
s L4- a- s 10 24• a- 8
0 Category II, Dead Loa = 13.2 psf
Desi as Hain Wind Forge lesisting System
cam, MEN= FIRM:
trc / TWYS. tan. CSi
- Law -rise and Components and Cladding
.
1-z -le3e n-
min-/ 73 I.aO o.:-
Tributary Area = 49
�'y s9tt
I- •lose li / 7, 1.60 o.]z
Vertical members emposed to wind: 9- 1, 10- S
513
t
3-4
4-5
-1231 l.zs / 48 1.60 0.35
•lou 11 / 72 1.60 0.26
<C
R. / 7�5. ISI
COM.�..-
6-7
-6.1.603/ 617 1.80 0.17
7:98
-188,603)/ 1]39 1.20, 0.39
6
9.10
121121.Be / te53 I.z5 o.Its
.60 / 217 1.so 0.17
R
1-6-9ez60Roe
COM.[7.1/ TEN5. 068. CSI
I.80o.saBU��®1
100so/ 1311 l.zs 0.13
1 2 3 a
5
IA I°'1"�'la
UN
-4a9.zs/112 I.so 0.40
-nee.65/ sl I.soe.4o3-B -133.65/ 531.600.954.8
i3-7
BUiLDIIV(� OJi�i
4-g
s-9
-4z.603s8 I.zs0.is
-702.z5Rte 1.600.38
-ee.601300 1.350.13
lm 1.60 0.53
{ ��].7
� X ��s-Ioase.zs/
PP09
E
3X6 1.5X 5X6 2.5X4
3
t
50-3
513
t
t
Fit
2X4 3X10 5X6 3X6
2X4 B2
QaOI�
W:508
W
M
W:308308
T. T
R:1034
R:1027
U:-83
U:-83
24-6-e
0-5-8
No. C 72160
6 7 8 9
10 STUB
*
CN{1- P
OF CAUFC
All connector plates are Alpine Wave 20 ga., unless preceded by 'H' for High Strength 20 ga., "S" for Super
10/22/2015
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
268 - Homewood Truss
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cast: MITTER
(CA)
**IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_0330815_L000O7JO0001
, hding,.hipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
Trusseire extreme care in fabricatingan
s repu
W0: Drive_M_0330815_L000
Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. UNees
Dsgzw: AW
RLC = 51 WI/PLY: 181
v V
tw
netetl otherwise, tap chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown
Appy face truss
TC LiveSnow(
20.00
LiveSnowt ar L=1.25 P=1.25
�
r: �O
r� rt
I�r��\�\I1111
t�
for permanent lateral restraint n webs shall have bracing instilled per Cher sections B3.137 or B70, as applicable. pales to each of and
position as shown above and on the Joint Details report, unless noted otherwise.
TC SaOW P f
psf
0.00 8f
$aOWDar L=1.15 P=1.15
II 'llL�
IIL�L-J
Alpine. a division of ITW Building Components Group Inc., shall rat be responsible for any deviation from this drawing, any faiture to build the truss in
TC Dead
14.00 psf
Rep Mhr Bad / Camp /Teas
AN /TW COMPANY
conformance with ANSI/TPI 1, or for handling, shipping, installation 8 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineerfng responsibility
BC Live
0.00 psf
1.10 / 1.10 / 1.10
7820 N.
Groat SW Pkwy. Grand Prairie, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead
8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSb TPI 1 Sec.2
THUSPLUS 8.0 VER: T8.5.20
For more infermetion sae Nia job's general notes page entl these web sites:
gIPINE: TPI: WTCA: ICC:
Bldg Code: CRC -2013
DBFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: A03 Qty: 1 I
116 1 -LOC REACT SIZE REQ'D
1 O- 2-12 1348 3.50n I.SB"
2 24- 4-12 1299 BGR 1.50"
BIG BANGER/CLIC NOTE
2 $USER
Snpprt Ceaaection(s) r(s) are
o•t desirediorizon 1 loads.
SEE S]"
FOR ADDITIONAL INSTALLATION N0TE4
MAX DEFLECTION (spam) :
L/999 MEM 2.3 (LIVE) LC 42
L=-9.151, D= .0.21" T= -0.35"
E1. WE DRCRITEIIA:L/120
IN MEd 7- 1; T= .0.09"
J.i.t 1 -ti.•. -
1 0- e- 0 7 e- e• •
z 4• o- 6 e 7- e- 4
311.0- 2 e 15. 3- 0
41s- 3- a 10 19- e- e
s Is- 0. e 11 34. 6- 8
6 24- a-
.81
- e
17t
CORt�(B➢l�)� 7 �(BUI�) 62I
Its4SS(ll.zslJ!!/
2-3
CA
107 1.80 o.3e
3.4
4.5
• 3SO l.Ls /
-1601 l.0 /
1z6 1.60 0.54
139 1.60 0.09
S.
•1871 LES /
109 1.60 0.53
a
COBr.IUB. /
71N3. DUI. cat
7-8
-105 1.60 /
778 1.L5 O. SL
8B
• IBS
1445 1.25
9.-10
10.11
•271 1.60 /
•E70 1.60 /
I5L9 1.28 0.0.60
40
ISte 1.25 0.55
O
COIR.((BUS. /
Tw* 001. CSI
$C Live 0.00 paF
-7a(1.L5 /
31 1.60 0.51
N1•T
L•a
•1774 1.tS /
/
115 1.60 0.18
flat 1.23 0.55
1-B
-580(1.25)/
a6 1.60 0.10
1-8
4-B
-188((((1.253))/
34 1.60 /
74 1.80 0.18
586 1.25 0.Z4
s-9
•288 1.25 /
108 1.60 0.12
solo
1 l.as /
94 1.23 0.04
TC 2x4 DFL sl It :tr.
BC 2x4 DFL el b ■tr.
WEB 2x4 DFL STANDARD
WEDGE 2x4 DFL el b Btr.
Fabrication Tolerance = 20.8%
Her (cr,cep factor) = 2.00
Refer to Joint QC Detail Sheets for
Cq factors and Rotational Tolerances.
Loaded for 18 PSF moo -co aacurest BCLL.
Orelaage shall be provided to awid tending.
Cost lateral restraint attached to
net TC as Indicated. Lumber shall be
structural grade. Brace 8 24" o.c. unless
noted.
20 psf Live load applied to bottom chord in
accordance with IEC/72C code provisions.
5-10-2
B1
W:508
R:1340
U:-94
®Wei bractng retained at each location shown.
lefer tl 1CSI fir proper required lateral
restraint. For alternative web bracing,
see I7WRC6's standard details.
Desieaed per ANSI/IFI 1.2097
Be&I,llugs designed for an FcP rp value of the
lesser of the trustschord lumber volae or
625 for all bearings.
IRC/IWC tress plate values sure, based um
testiag and approval as required br Isc 1T03
and I/ PI and are reported in 1-1118.
PLATING RASED ON GREEN LUMBER VALUES.
End verticals aro designed for axial loads
only, umless noted otherwise.
9-5-7
1 2 3 4 5 6
15-0-0 -7.0
4X6
This design based an chord bracing applied
per the i --allowing schedule:
WAS O.C. from to
TC 24. M" 0- 8- 0 Is- 0- 0
Required bearing widths and bearing areas
U&
w�MtrussS; t supported in a hanger.
Snpp•rt C&C Wind Non -Wind
1 .94 lb
2 -52 ib
HORIZONTAL REACTION(S)
support 1 -311 lb
support 2 -311 lb
Phis truss Is desieoed noting the
ASCET-10 Wind Specification
Bldg Enclosed = Yes,
Truss location = Not End Zoete
EliCategory = C
k� = 68.00 ft, Bldg Width = 60.00 ft
Mean rear height = 13.07 ft, h = llo
Occupancy Cateeggory II, Dead Lead = 13.2 prof
Designed as Main Wind Force Resisting System
- Low-rise and Components and Cladding
Tributary Area = 49 sgft
Vertical members exposed to wind: 7. 1
(10
T
OZ -6
4X6 bz
'HUS26
W:308
R:1298
U:-52
24-6-8 _ 10-5-8
7 8 9 10 11 1 STUB
connector plates are Alpine Wave 20 ga., unless preceded by "H- for High Strength 20 ga., "S' for Super
ength 18 ga. Plates are to be positioned per Joint Detail Reports.
6-1-9
SHIP
BUM 1 M COUN + j
BUILDING DIV1,51 3N
APPROVED
T.
J
No. C 72160
cmi.- P
OFCWV
10/22/2015
268 - Nosewood Trass
"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"
Cast: KILLER
DIA: Drive_N_0330815_L00007J00001
CA
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
^
Trusses require extrema care in fabricating. hansing, "!,ping. Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component
W0: Drive_N_0330815_L000
Safety Information, by TPI and WTCA) far safety practices prior to performing these functions. Installers shag provide temporary bracing per BCSI. unless
Dsgar: AW SLC = 46 Wr/PLY: 174
v V Is,
noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached dgid ceiling. Locations shown
face truss
TC Live 20.00 psf
L=1.25 P=1.25
�\ I I
���r� r1
for permanent lateral restraint of webs snag have brecit Inl ealled per SCSI sections B3. B7 or B10, as applicable. AODM plates to each of and
position as shown above end an the Joint Details report unless noted otherwise.
TC SnowP 0.66 sF
SnowLiveDar
$aOWDar L=1.15 P=1.15
U v
Alpine. a division of ITW Building Components Group Inc.. shag not be responsible for any deviation from this drawing, any failure to build the vuss in
TC Dead 14.00 psf
Rep Nbr Bad / Coup / Tens
AN ITW COMPANY
conformance with ANSIrrPI 1, or for handling, shipping, installation E bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
$C Live 0.00 paF
1.10 / 1.10 / 1.10
2820 N. Great SW Pkwy. Grand Pnfrle, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSIRP/ 1 Sec.2
TRUSPLUS 6.0 VER: T6. S .20
For more information see this job's general notes page and these web sites:
ALPINE: ww,v.eloineitw.eom: TPI: yobmjpimLom: WTCA: www.ebdndustry-ora: ICC: yG=kteafe.ora
BI Code: CRC -2013
dg
DEFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: A04 Qty: 1
"W"K-LOC REACT SIZE REQ'D
1 0- 2-12 1034 5.50" 1.50"
2 24- 4-12 1027 HGR 1.50"
BIG HANGER/Cru NOTE
2 •KUSZ6
Support Connectica(s)/Ranger(s) are
S2
desired for hurirnaLta0I loads.
SEE SDEP N CATALOG
FOR ADDITIONAL INSTALLATION NOTES
HA% DEFLECTION (spad)
L/999 IAB 4-5 (LIVE) LC I
L= .0.09" D= .0.17" T= -0.25"
- J•1.t 1 -ti- -
1 0 7 a- o- 7
z s-0-0 s a -o-7
4 u -B -o B 12 -B -O
4 19 9- 0 IO 19- 9- 0
s lo-. o- o 12 IS a o
s 2 - a- B lz 24- a- e
CRITICAL rOFORM:
lit COW. O1P. 701. / i8fi9.CSI
1.2 -1oLo 1.25 / 81 1.80 o.0
x-9 -11as /.z5 / ICI 1.80 O.L4
9.4 -829 I. / 1z7 Lso 0.08
4.5 •1199 1.29 / 112 1,60 0-L5
9-6 •1918 1.25 / p 1.80 0.28
8C COLD'. (8g8 ) / TWVS. IFIZZ
) 6I
7.6 -BL 1.80 / 1918S O. LB
8-B -n,7 1.80 / 19179 O. LB
B -IO / 92/5 O.LO
10.11 -57(1.600)/ izzes 0.21
u•Ix 57 7.Bo / uzas 0.41
its cmv.(oul.)/ 7e7s. 06a. C4I
L -a / 2771.29 a. n,7
x -s 476(1.25)/ Iz6 I.eo a.26
s -s zs 1.80 / 9u I.2s o. w
4.6 m Iso / ue Leo 0.69
4.100 az i.60 / zsz Lzs 0.12
s -m -966 1.0 / 1z1 Lso 0.27
s•u / w2 Lzs 0.07
TC 2x4 DFL #i i ■tr.
RC 2x4 DFL #1 d Ste
NEW 2x4 DYL STANDARD
WEDGE 2x4 DFL #1 It ■tr.
Ker (cup fhetor) = 2.00
IRC/IBC truss plate values are based on
testing and approval as required by IBC 1703
and ANSI/TPI and aro nppssreed in RSR -1118.
PLATING BASED ON GREEN LWIUEll VALUES.
This terns is desi ed ming the
ASCE7.10 Wind Specification
Bldg Enclosed = Yes,
Trus Location, = Not Fad Zone
K
Category = C
tdg Length = 86.00 ft, Bldg Width 80.00 it
Wean ref height = 13.65 ft, mph = 110
Occupancy Category II, Dead Loa 13.2 psf
Designed a Wain ®ind Force Resistinugg System
Law -rise sad Components and Claddiag
Tributary Area = 49 sqft
7-3-9
3X6
0-43
B1
W:508
R:1034
U:-40
Desi per ANSI/TPI 1-2007
Fabr ratios Tolerance = 29.0%
Bearings designed for an Fcperp value of the
lesser of the Lesson chord lumber value or
625 for all bearings.
Refer to Joist QC Detail Sheets for
Cq faetaro and Rotational Tolerances.
Loaded far 10 PSF non -concurrent SM.
Drainage shall be provided to avoid pending.
Not designed for attic storage unless
noted otherfrlse.
1 2 4 s 6'
7.00 I:sq -7.001
4X6 5X6
0
016
02
'MUS26
W:308
R:1027
U:-40
246-8 0-5-8
7 8 9 10 11 12 STUB
Required bearing widths and Gearing areas
appy IBA trassS, t supported is o hanger.
Support C4C Wind Nord -Wind
1 -40 lb
2 -40 Ib
RORIZONTAL REACTION(S)
support 1 173 lb
support 2 173 lb
7- -9
SHIP
BUTTE COUNTY
BUILDING DIVISION
APPROVED
No. C 72160
`4.gQj cry �P
Ali connector plates are Alpine Wave 20 ga., unless preceded by "H' for High Strength 20 ga., "S" for Super 10/22/2015
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
268 - Homewood Truss
"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cost: MILLER
(CA)
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIS: Brive_B_0330815_L00007rj00001
repuire extreme care In fabricating, handing, shipping. Installing and bracing. Refer to and follow the latest edition of BCS! (Building Component
W0: DriveM_0330815_1,000
Safely Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless
Dsgur: AW #LC = 40 WT/PLY: 1684
v VTrusses
ra
noted otherwise, top chard shell have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
have bracing installed 83.87 870, gpdY to face truss
TC Live 20.00
LiveSnowDor L=1.15 P=1.25
���
n webs shall per otherisesections or as applicable. plates each of and
for permanent lateral restraint and
position as shown above and an the Joint Details report, uNess noted otherwise.
ppsf
TC SnowP 0.00 sF
( f)
SnoWDar L=1.15 P=1.15
�J �f
Alpine, a division of 'TW Building Components Group Inc.. shag not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 sf
P
Re Mbr Bud / Co / Tens
P
AN 17W COMPANY
conformance with ANSI/TPI 1, or for handling, shipping, installation 6 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineerfng responsibility
BC Live 0.00 pier
1.10 / 1.10 / 1.10
2870 N. Great SW Pkwy. Grand P.Ilf., TX 75050
solely for the design shown. The suitability and use of this drawing /or any structure is the responslbllNy of the Building
BC Dead 8.00 psr
0. C. Spacing 2- 0- 0
Designer per ANSI?P/ i Sec.2
TEUSPLUS 8.0 VEE: T6.5.20
For more information see this joD's general notes page and these web sites:
gLpINE:wvm.elaneiwcom:TPl: WTCA wwwAbcindaetrv.ara:ICC: wwwieesefe.oro
Bldg Code: CRC -2013
DEFL RATIO: L/240 TC: L/2401
Job Name: MILLER RESIDENCE Truss ID: A05 Qty: 1 I
BIG I -LOC REACT SBE REQ'D
1 0- 2-12 1322 5.50" 10"
2 24. 4.12 1314 EOR 1..550"
BRG HANGER/CLIP NOTE
2 •HUSZ6
s2fort Comection(s)/Hanger(s) are
rt designed for horizonttaaI loads.
SEE SI1OWN CATALOG
FOR ADDITIONAL INSTALLATION NOTES
HAZ DEFLECTION (span)
-
L/981 KEsl 7.8 (LINT) LC 40
L= -0.30" D= -0.28" T= -0.57"
J.t.t tower- e
I o• o• o a e- o- o
Ze• o• o T 8- o- o
3 Ix• o. e e 1T- e- 0
4 /8. 0- 0 e 24- 6- 8
7 24. a• a
C11TttAL =MII FORM.
1 Inc - Camp.F1.11.1-15
s i es so o 30
2.7 -I6TS / I43 I.60 O.EO
]-4 •1718s / 148 1.60 0.44
4.5 •1SeL / 94 1.80 0.77
<C COrF. a01. / T ffl Dae- CSI
8-7 -78 1.60 / 1703 l.ii 0.86
7-1 / 1032 1.L5 0.58
8-9 .75(1.60)/ 1609 1.Ls 0.5e
n camp (((stn. / Taws. fan, cot
2-7 Sla(1.zs / 161 1.60 own
a-7 ea 1.60 / at] 1.25 o.3a
3-3 sa 1.so / esz 1.25 0.ze
4-8 325 1.25 / Iso 1.Bo 0.10
TC Zz4 DFL 41 4 Str.
gC Zz4 DFL B1 t Rte.
WEB Zz4 DFL STANDARD
WEDGE 2z4 DFL 41 4 Stir.
Ker (creep tactor) = 2.00
IRC/B�gC trasa plate values are based on
tandtANSI/TPIand aaannd are reported in FSI- by 1118703
This trona is deadened wring the
ASCE7-10 Wind Specification
Bldg Enclosed = Yes,
Truss Location = Not Bud Zone
Category = C
B1 Length = 68.00 ft, Bldg Width = 90.00 ft
Kean roof heiegegghtry= 13.82 ft, mpb = 110
Occupancy er
Designed nee Kaio ®ind,Force Resistingad load 13.Z
3System
- Low-rise ad Components and Cladding
Tributary Area = 49 sgft
3X8
2
0-4-3
131
W:508
R:1322
U:-39
Deafened per ANSI/TFI I-2887
Fabs. eaties Tolerance = 20.01
Bearings designed for an Fcperp value of the
lesser of the truss chord lumber vain or
6ZS for all hearings.
Refer to Joist QC Detail Sheets for
Cq factors and Rotational Tolerances.
Loaded for 10 PSF own -concurrent RCLL.
PLATING RASED ON GREEN LUMBER VALUES.
20 psf Live Load applied to bottom chord In
accordance with BC/ICC code provisions.
12-" 12-0-8
1 2 3 4 5r
7.00
5X6
-7.0
Required bearimg widths and hearing areas
apply Ra ttav(3j t supported I. a hanger.
Support C4C Wind Non -Wind
1 -39 Ib
2 -39 lb
HORIZONTAL REACTION(S)
support 1 188 lb
support 2 188 Ib
7-7-11
SHIP
K10
0-11-6
B2
*HUS26
W:308
R:1314
U:-39
24-6-80-5-8
6 7 8 9 STUB
All connector plates are Alpine Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S' for Super
BUTTE COUNTY
T
BUILDING DIVe6310N
APP R LIVED
T. TgN�c2
No. C 72160
CNII- P
10/22/2015
Z68 - Homewood Truss
"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cast: MILLER
(CA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_I1_0330815_L00007_J00001
Trusses raQuire enreme cera in fabricating, handling, sNppinB. installing and bracing. Refer to and follow the latest edition of SCSI (Building Component 1
WO: Drive_M_0330815_L000
Safety Information, by TPI and VJrCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless
Dsgar: AW &LC = 42 WT/PLY: 141
v V try
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locati.m shown
have bracing installed SCSI 83, B7 810, Apply to face Vuss
TC Live 20.00 psf
LiveDOr L=1.25 P=1.25
D lUj�\vl I
��� ^ n
IF
for permanent lateral restraint of webs shag per sections or as applicable. plates each of and
posifion as shown above and on the Joint Details report, unless noted otherwise.
TC Snow(PE) 0.00 psf
Snowbuir L=1.15 P=1.15
Alpine, a division of ITW Building Components Group Inc.. shag not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 psf
Rep Kbr Bad / Comp / Teas
AN ITW COMPANY
conformance with ANSI/rPI 1, or for handling, shipping, instagab.n 2 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.10 / 1.10 / 1.10
2820 N. Groat SW Pkwy. Grand Praise, T)f16050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI/TPI 7 Sec.2
TRUSPLUS 6.0 VER: T6.5.20
For more information see this job's general notes page and these wet, sites:
ALPINE: TPI: wwerIbInstor.: WrCA: iomfuabcindustrv.om: ICC: wwwJeesele.om
B1d Code: CRC -2013
g
DEFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: A06 Qty: 3
RG I -LOC BEACr SIZE REQ'D TC Zz4 DFL 41 4 ■tr. Desioaed per ANSI/TPI t-2007 This design Lased on chord bracing applied
1 O- 2.12 1395 5.50" 1.50" BC 2x4 DFL 81 A ■tr. Fab catign Tolerance = 20.0% per the following schedule:
2 24- 9- 4 1395 $.SO- 1.50" WEB Zz4 DFL STANDARD Bearings designed for an FcFerrpp value of the naz O.C. fit_ to
•
RAH DEFLECTION (span) 1cr (eree factor) = 2.00 lesser of the truss chord lumber value or TC 24.06" 10- S- 1 14- 0. O
L/999 HER 8-9 (LIVE)LC 40 Refer to Joint QC Detail Sheets for 925 for all bearings. UPLIFT RUCTION(S) :
L= -0.27" D= -0.23" T= -0.50"Cq factors and Rotational Tolerances. IRC/IRC truss plate values are based an Support C4C Wind Nen-Wind
jelet teuti- - Leaded for 10 PSF non-asxvrent BCLL. testi and approval as required by IBC 1703 1 -29 16
t o- e- o a xs- o- o Dralnnge shall be provided to avoid pending. sad ANSI/TPI and are reported I. 1-1118. 2 -29 1L
x a• o• 0 7 e• o- o C•nti®ova lateral restraint attached to permanent bracing is required to BOB IRSN[AL REACIION(S)
3 lt- o- o a e- 0- o flat TC as indicated. Lumber shall be reveat rotation/t• li See rt 1 160 1L
4 u- o• o e t7- o- 0 Pt n8• support
5 le- o- • to 25- o- 0 structural grade. trace s 24" e. c. ®less ISI and ANSI/TPI 1. Support 2 -160 lb
CILM&L KEMM tu=ts: noted. PLATING EASED ON GREEN LUMBER VALUES. This truss is designed using the
Tc Coto. / Tots. CSI 20 psf Live Load aapppplied to bottom chord in ASCET-10 Wind Specification
l -x •x179 t.zs / t3 t.ao s.0 accordance with MINX code rovisions. ■I Evclased = Yes,
z-3 -lets t.zs / sa F. a.w P dB
5.4 •17A i.zs / 55 I.co o.3t Truss Location - Not End Zone
4-5 -lean t.zs / so 1.a0 GO: Z" yy Category = C
5•e -IfM t.zs / t3 t.eo o.z4 lids Len - 68.00 ft, Bldg Width = 60.00 ft
COlp.(e91.)/ TM. C81 Rena ren height = 13.82 ft, m11_ 110
7-s / ties l.Ls s. e7 Occupavcy Cateeggory II, Dead Loa 13.2 psf
e-9 1.x5 o. Bx Designed as Bain or;
Force Resisting System
e -t0 / 1799 t.zs 0.67 - Low-rise and Components and Cladding
a! tributary Area = 66 sqft
If e �us(n((tmUxs3% T t.00 of ----------LOAD CASE a DESIGN LOADS ................
3-a 5o(1.a0)/ sae t.xs o.so Dir L.Paf L. Loc R.plf R. Loc LL/TL
4-9 -49((((1.803/ 680 1.x5 O. La
5-e -359 t.x5 / 158 t.60 0.11 TC Vert 88.00 0- 0- 0 68.00 25- 0- O 0.59
BC Vert 18.00 0. 0. 0 16.00 ZS= - 0 0.00
lbs I.Loc LL/TL Fastener
ic-VRert... 40.0 to. 6. 0 0.00
TC Vert 40.0 14- 6- 0 0.00
7-7-11
3X8
0-4-3
B1
W:508
R:1395
U:-29
12-6-0 12-6-0
1 2 3 4 5 6�
7.00 3-D-0� -7.001
A IE_3X41 40ft
B2
W:508
R:1395
U:-29
25-0-0
7 8 9 10
All connector plates are Alpine Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super
268 - Homewood Trus ""WARNING!"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
//^\\ (CA) **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
v V Trusses require extreme care in lebricabng. 1 --ling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless
ry noted otherwise, top chord shall have property attached structural Sheathing and bottom chord shall have a properly attached raid ceiling. Locations shown
��� r� t� t� for permanent lateral restraint and
n webs sham have report installed per ther sections 83. B7 or 810, as applicable. APPN pates to each lace of huts and
IU��\v\I.I(I III��` position as shown above and on the Joint Details report unless noted oNerwiae.
Alpine, a division of ITN Building Components Group Inc.. shall not be responsible for any deviation from this drawing, any failure to build the puss in
AN ITW COMPANY conformance with ANSVTPI 1, or for handling, shipping, installation 8 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional englneerfng responsibility
110 N. Great SW Pkwy. Grand Pra(rle, TX 76050 solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
Designer per ANSI/TP/ 1 Sec.2
?BUSPLUS 6.0 VSB: T6. S . 20 For more informs on see M s job's general nota, page and Nese web sites:
ALPINE: www.aloineitw.cem:TPl: ' WTCA YNNrebeindustrv.ere: ICC: wvtw.iceaele.ero
7-7-11
SHIP
04-3
BUTTE COUNTY
BUILDING DIVISION
APPROVED
T.
No. C 72160
t3? CNR. P
��OF CAU��
10/22/2015
Cast: MILLER
DIR: Drive_M_0330815_L00007-J00001
W0: Drive_M_0330815_L000
Dsgar: AW #LC = 44 Wf/PLY: 14
TC Live 20.00 psf LiveDar L=1.25 P=1.25
TC Snow(Pt) 0.00 psf SaowDor L=1.15 P=1.15
TC Dead 14.00 psf Rep Mbr Bad / Coup / Tens
BC Live 0.00 psf 1.15 / 1.00 / 1.00
BC Dead 8.00 psf O.C.Spacing 2- 0- 0
Bldg Code: CRC -2013
Job Name: MILLER RESIDENCE
Truss ID: A07
Qty: 2
BRIG I -LOC EXACT SIZE REQ'D
TC Ln4 DFL 81 4 stir.
Designed per ANSI/71I 1-2087
UPLIFT RFACTION(S)
1 0- 2-12 14L6 5.50" 1.SL"
k 2x4 DFL S1 4 Rtr.
Fairicatfia Tolerance = 20.0%
Support CtC Wind Non -Riad
2 24- 9- 4 1342 5.50" 1.50"
WEB Ln4 DFL STANDARD
Bearings designed for an FcPerp value of the
1 -66 lb
lb
MAX DEFLECTION (spam)� :
L/969 DED 7-8 (LIM LC 40
Bear (creep factor) = 2.00
Refer to Joint QC Detail Sheets for
lesser of the tress chord lumber value or
6L5 for all bearings.
L -38
HORIZONTAL REACTION(S)
L- -0.28" D= -0.23" T= .0.48"
Cq factors and Rotational Tolerances.
IRC/IRC truss plate values are based on
support 1 -181 lb
Ielat lamtie s
Laded for 10 PSP moa -concis rent BCLL.
testinngg and approval am required by IRC 1703
support 2 181 lb
1 0- o- o e 4• o• o
L a• o- o 7 S. o- 0
PLATING BASED ON GREEN LUBBER VALUES.
and ANSI/TPI and are reported in Y-1118.
This trusts is designed acing the "
3 IL- a- 0 8 n• 0. 0
20 psf Live Lad applied to bottom chard in
Designer per ANSVTP/ 1 Sec.2
ASCET-10 Wind Specification
a 19• o• o e LS- o- o
accordance with IBC/IRC code provisions.
P
For more inlormetion sea this job's General notes page and these web sites:
gLPINE:wwvaloineiwc"m:TPl:vemtonstom WiCA ICC:wvnv.idceafe.orn
R1 Enclosed = Yes,
S 25- 0- o
7rass Lcation =Not End Zoete
t17Tltkl t� FORM:
/ IHiS. GSI
tt C011.PI..-
*fl
-
Category = C
Rl Leneti = 88.00 M. Bldg Width = 80.00 fl[
1-z •Lusas / i o. za
L-3 -la0t5 / tat0 0.11
Sean roof height = 13.82 ft, h = 110
]-4 .11 / 148 0.]1
-101
a-5 -Lusa5 / as o.Es
Occupancy Category II, Dead Load = 13.2 psf
Designed as Dain Wind Force Resisting System
tt an.(0m.)/ 7tgIS. GSI
8.7 1739 l.ts o.83
- Low-rise and Components and Cladding .
Tributary Ana = 50 ngft
-5s(1.60)/
7-8 / itIIB LLS 0.58
8-8 -7](1.60)/ 1119 I.LS 0.63
ISIL-7
W3 0011. (s - / -gn,
•373(I.LS3/ 30.113-7
84 180 / 0.133-8Bs I.60 /1.L50.73a-8
-]73 l.Li / 1.80 0.11
-
7-J1 I
S
0-4-3
127-0 r 12-6-0
1 2 3 4 5r
7.00 -7.00
5X6
B1
W:508
R:1426
U:-66
zs-ao
6 7 8 9'
are Alpine N
as are to be
"H- for High Strength 20 ga., "S" for Super
2
0-4-3
B2
W:508
R:1342
U:-39
8-2-9
SHIP
BUTTE COUNTY
BUILDING DIVISION
APPROVED
1
5
268 - Homewood Truss
"WARNING!"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cast: MILLER
(CA)
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
D]IR: Drive_il_0330815_L00007-J00001
^
Trusses re4uire e>treme care in fabricating, handling, sNpping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
WO: Drive_l(_033081$_LDDO
Safety Information, by TPI and WTCA) for safety pracgces prior to performing Nese functions. Installers shall provide temporary bracing per BCSI. Unless
Degnr: AW OLC = 42 WT/PLY: - 144
v V ty
noted otherwise, tap chord shall have properly attached structural sheathing and bottom chord shall have a property, attached rigid ceiling. Locations shown
83,87 810, Apply to lace trots
TC Live 20.00 psf
LiowDar L=1.25 P=1.25
IUI��\V\flil
��� r� rt l�
rmanent lateral restraint n webs shag have bracing installed par other sections or as applicable. pWtes each of and
on as shown above end on the Joint Getails report, uNess noted otharwae.
TC $aOW P O.(iO Hf
(f)
$aOWDOr L=1.15 P=1.15
Ill�r�
pine. a division of ITW Building Components Group Inc.. shag rot be responsible for any deviation from this drawing, any failure to build the truss in
;�P'
TC Dead 14.00 psf
Rep ilbr Bad / Coop / Teas
AN ITW COMPANY
rmance with ANSIfTPI 1, or for handling, shipping, instagation It bracing of trusses.
A seal on this drawing or coverpage listing this drawing, Indicates acceptance of professlona/ engineering responsibility
BC Live 0.00 par
1.10 / 1.10 / 1.10
2820 N. Groat SW Pkwy. Grand to-frfe, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 per
0. C. Spacing 2- 0- 0
Designer per ANSVTP/ 1 Sec.2
TRUSPLUS 6.0 VER: T6.5.20
For more inlormetion sea this job's General notes page and these web sites:
gLPINE:wwvaloineiwc"m:TPl:vemtonstom WiCA ICC:wvnv.idceafe.orn
Bldg Code: CRC -2013
DM RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
Truss ID: A07T
Qty: 1
BIG E -LOC REACT SIZE REQ
TC Zz4 DFL 81 4 Btr.
Desieped per ANSI/TPI I -200T
UPLIFT IBACIION(S) :
;D
1 0- 2-12 1342 5.Son 1. On
k 2z4 DFL 81 : Btr.
Fabricatloa Tolerance = 20.0%
Support C&C Wind Non -Wind
2 24- 9. 4 1342 5.50- 1.5011
DEFLEMON
WEB 2x4 DFL STANDARD
Bearings designed for an FcPerp value of the
longer
1 -S9 16
lb
BAR (epee)
Life" DHE 7.8 (LIVE) -LC 40
Bee (creep factor) = 2.00
Refer to Joint QC Detail Sheets for
lesser of the truss chord value or
625 for all bearings.
2 -39
HORIZONTAL RHACIION(S)
L= .0.26" D= -0.23" T= .0.4811
Cq factors and Rotational Tolerances.
IRC/IBC truss plate values are based on
support 1 -191 lb
J.Iat Lwtim
1 e• o. o e •- o- o
Leaded for 10 PSP one-4oneorrent BELL.
PLATING BASED ON GREEN LUMBER VALUES.
testing a� approval as required by INC 1703
ANSI/TPI In R-1118.
support 2 191 lb
This truss is designed the
z 6. o- 0 7 a- o- a
a 12. 8.
20 psf Live load applied to Mttaa chord in
and a� are reported
using
ASCEI-10 Wind Specification
1•. o-0 9 as. o- 0
accordance with IBC/IRC code provisions.
Designer per ANSI/TP/ 1 Sec.2
Bldg Enclosed = Yes,
5 25- 0. 0
TRUSPLUS 6.0 M: T6. $ . 26
For more information sea this job's general notes page and these web sites:
ALPINE: -stairs LgM TPI: vmw.toinstora WTCA: www.ebcindmtrv.oro' ICC: wwx.iccsafe.em
Trona Location =Not Had Zoo
C1171CAL 100111111111 FORM:
Category = C
7C COIR. / 7@Lt. TSI
o s.za
z-3.11.zs / 1a3 0 o.0
1-2 -zi194 1.25 / esF....
Bl 1,e�.ti - 88.00 3. ut, Widtb = 60.00 ft
Beant=13.92 ft, qr 110
a-4 -1802 LLS / 1430 o.0
4.5 -zos4 t.zs / eso o.2s
0 CategoryII, Dead Load = 13.2 of
Destas Hain ®sad Force Resists Sys[a
o1R.((p8m.)/ 7�. Mall -
'"W1763/1
MI
-tow-rise sad Components and Cladding
Trlhotary Area = 50 sgft
0-7 -7x(1.60)/ 1134 1.25 o.w
7 1110 1.25 0.58
8.9 -13(1.60)/ 1734 Ili 0.83
o 0.11
1.60 / Bo45 0.33
z:i COa�ia 1.zs i �i9ifl-i-01
as .ea
3-e as Iso / 3043 0.aa
4-• -a» 1.2s / 161 o.n
I 12-6-0 12-6-0 r
1 2 3 4 5T
7.00 7.0
5X6
BUTTE COUNTY
74 -11 1.5X3 1.5X3 74 -11 BUILDING DIVISION
SHIP APPROVED
3X8 3X6
2 2
0-4-3 3X4 5X8 0-4-3
W W:
W:508 W:508r-
i
R:1342 R:1342
U:-39 U:-39 a
25-0-0
6 7 8 9
All connector plates are Alpine it
Strength 18 as. Plates are to be
'H' for High Strength 20 ga., "S' for Super
No. C 72160
CN41- P
10/22/2015
268 - Homewood Truss
'wWARNINGI ** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
Cost: MILLER
(CA)
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drlve_M_O330815_L00007_j00001
^
bricng, handing, sNN
re4uire extreme care in faati pping, installing and bracing. Refer to and follow a latest edition of BCSI (Building Component
Won: Drive_M_0330815_L000
Satety lnlormt ron, b/ TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless
Dsgnr: AW OLC = 42 WT/PLY: 142
v VTrusses
ra
noted olherwiae, top chord shall have property attached structural sheathing and bottom chord shall have a property attached dgid ceiling. Locations shown
BC51 B3. 87 870, APWY to lace truss
finless
TC Live( 20.00 psf
LiveSnowDor L=1 .25 P=1.25
r� rr
_ I�I��\v\I11I
ALM
/or permanent lateral restraint n webs shat have bracing tl per s or as applicable. plates each of and
otherwise.
position as shown above and on the Joint Details report unless noted othervrise.
TC SnowP 0.00 psf'
f
SooWDor L=1.15 P=1.15
Alpine, a division of ITW Building Components Group Inc., shat not be responsible for am/ deviation from this drawing, any future b build the truss in
TC Dead 14.00 psf
Rep Mbr Bnd / Comp / Tens
AN ITW COMPANY
conformance with ANSI/TPI 1, or for handling, shipping. installation a bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of pfolesslonal engineering responsibility
BC Live 0.00 psf
1.10 / 1.10 / 1.10
2820 N. Great SWPkwy. Grand Prairie, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing Z- 0- 0
Designer per ANSI/TP/ 1 Sec.2
TRUSPLUS 6.0 M: T6. $ . 26
For more information sea this job's general notes page and these web sites:
ALPINE: -stairs LgM TPI: vmw.toinstora WTCA: www.ebcindmtrv.oro' ICC: wwx.iccsafe.em
Bid Code: CBC -2013
g
DEFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
Truss ID: B01
Qty: 1
IRS 1 -LOC REACT SIZE RFQ'D
1 0- 2.12 88 5.50" 1.59"
TC 2tt6 DFL P2
2x4 DFL 81 A Btr. 1-2
Web Mciag required at each location she-.
® Refer to iC,SI fir proper required latera!
This des! based on chord bracing applied
per the 1t�lowi■g schedule:
2 8- 2-12 3937 5.50" 4.29"
BC 2z4 DFL 41 ! Btr.
restraint. For alternative web bracing,
o.c. from to
3 32- 8. 4 1894 861 1.81"
2x4 DFL STANDARD 13-4, 18-7
see ITWBC6's standard details.
TC 24.00" 5-19-15 32-11. 0
BIG HANGER/CLIP NOTE
3 EUS28
WEB 2.4 DFL STANDARD
Designed per ANSI/TPI 1.2007
Regoind bearing widths and bearing areas
Snpprt Ceancetlea(s)/8aa�er(s) are
Bearings designed for as FcPerp value of the
lesser lumber
Fabr catio■ Tolerance = 29.0%
Rcr factor) 2.00
aappp�1y when truss not supported Is a hanger.
OPLLFT REACTIONS)
.ot designed for horizontal leads.
of the truss chord valoe or
625 for all bearings.
( =
Refer to joist QC Detail Sheets for
:
Support CAC Wind Nom-Wi■d
SEE SIMPSON CATALOG
IRC/IBC based
Cq factors Rotational Tolerances.
1 1► lb
FOR ADDITIONAL INSTALLATION NOTES
truss plate values sure, ea
and
-81 -629
HAI DEFLEMON (span) :
testin�gg and approval u required by IBC 1703
Iaadd for 10 PSF nvn-co■carrenf KU.
2 -123 Ib
1/899 151 6-7 LC 2
and Ant ad are reported is ESR -1118.
be to avoid
Dr:I=
Earp all interior bearing locations.
Mark
Install interior support(s) before emtion.
3 -82 Ib
HORIZONTAL RRACTION(S) :
D= -0.33" •0.48"
.33"
shall provided poling.
Ib
EX-0.15"
20
ffi.00 DEF CRITERIA:L/129
Coatlusurs lateral restraint attached to
Permanent bracing to required to
support 1 162
IN KEN 20- 9; T= 9.01"
flat TC as Indicated. Lauber shall bet
structural grade. Brace 9 24" o.c. ®less
rotation/tappliag. See
011 ad ANSI/TPI 1.
support 3 182 lb
7'hie truss is designed using the
Islet Locations -
noted.
PLATING BASED ON GREEN LUMBER VALUES.
ASCET-10 Wind Specification
i e• o- 0 11 5- 7- s
z s• 7- s 1x s- 1-13
Due to high uplift reaction, this truss
F.d verticals are designed for axial loads
Bldg Enclosed = Yes,
3 a• 1.13 1] ta- a-12
Brea a hal correction details
raga pec
eel y, mlesa acted ot�rwix.
!cuss Location =Not End Zone
4 ie• 1-12 14 u- 3 -ll
5 14. 4. 1 15 1 4. 1
(designed y6 others) to secure tress
Net designed for attic storage unless
Category = C
M. dg
e 20• a• s 16 n- s- a
to a rigidly anchored support.
Doted otherwise.
Length = 68.00 ft, Bldg Width = 60.00 ft
Hexa roof height = 11.90 ft, ■ h = 110
7 nes-10.4 17 25.10.4
91 hip girder supports 8-0-0 setback corner
0 Cat o II, Dead Loa = 13.2 sf
ccaP�y P
a 2s- 1-12 16 2s-10- 4
e iz•u- a 1e ze. s.tz
to o- o- o to 32.11• o
set and end jacks one face and 2-0.0
tributary length TC/BC face.
Designed as Hao id Force resist!ng System
Co Cladding
txITIc41 mon FORM.
split opposite
framing by
-law-rix and ■ante and
Tributary Area =ILL sgft
Ta amu. Tes. ISR
1.z -Bt tow / 225 0.50
conventional others.
Vertical members exposed to wind: 20- 9
IOU
z-3 a 1.w / las Lzs 0.41
3-4 -1a tow / tel I.25 o.a
4-5 •la 1.80 / 1445 I.L3 o.s3
4-0 -1662 1.25 / 61 1.80 0.38
6-7 -3667 t.as / a I.So 0.36
7-8 -3270 1.x5 / 49 1.So 0.Lo
6-9 -1602 1.x5 / s3 low 0.17
8C tolp. Ul. / TM. n. 6I
11.11 -1319 tones / za low 0.41
n-Iz -z4ts 1.zs / zo Lw ooze
12-13 -10 t.I' / I Lw o.0
13-1. •31.x5 / L1 1.as 6.61
14-15 7e low / 1411 l.zs 0.36
15.'3 aur tow / ...:Z 0.01
5-10-15
BUTTE COUNTY
1s -v •lot low / 3361 1.zs o.se
3 4
5 6 7 8
9
17-18 (( / w 1.25 0.47
is -19 'RL" -si`i:6w0ji I37 i:60 00: 111
7.00
26-11-0
(fie `` A'
BUILDING DI V ICIOf �i
n an. cal. / TM. on. GSI
14.4 -a3 t.2s / 38 1.w 0.04
180#
1.5X3
4X10
ROVED
ua aoo tones / 49 1.w 1.41
6X 6X8
8X 3X4 5X6
5 6
3.11-11511.x5 , I.w 6.21
46
3.11 -1l low , 17a 1.25 6.72
3-12 -2834 as / ez 1.w 0.sz
T
j
1.14 -34 1. / 1117 1.zs osz
5
to -u -zw1 Lzs / z1 1.w3_g_g
312 417
5.14 -3338 I.2s / 1 1.w 1.77
s•1s / 1o1s 1.zs 0.41
e-15-2x11tI.x51/ 171.as 0.46
3X6
1 SHIP
6.16 / 201 1.zs o.os
= 7X16
3X8 2.5X4 5X10
J
7-16 -1a 1.w / 111 1.25, o.Is
e•v 37 1.w / ztnl 1.zs o.a
17.1-1 -13 1.w / -1 H.." 1.zs osz
0-4-3 5X6 0-10-0
2.5X4
3X10
2.5X4
5X10
�,Q
2X4/
r"
8.19 -1653 1.z5 / as 1.w o.so
6-1e -w 1.w / 2131 1.z5 0.n
e-zo •less 1.zs / 78 1.w 0.3e
B1 B2
W:508 8_2_12 W:508
B3
�y.T. T Q
'HUS26 _ASGj
R:98 R:3937
W:508 J
U:-629 I 10-5-8 U: -P3
I 7-2-8
I R:1694
15-3-0
U:-62
32-11-0
No. C 72160
10 11 12 134
15 16 118 19
20
CIVIL P
OF CAUFC
Ali connector plates are Alpine Wave 20 ga., unless preceded by 'H' for
High Strength 20 ga., `S' for Super
10/22/2015
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
Z68 - Homewood Truss
"WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING/
Cost: MILLER
(CA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_0330815_L00007_ jO0001
Trusses require extrema care in fabricating, handing. shipping, Installing and bracing.
Refer to and follow the latest edition of SCSI (Building Component
W0: Drive_B_0330815_L000
Safety Information, by TPI and WTCA) for safety practices prior to performing these functions.
Installers shall provide temporary bracing per SCSI, Unless
Dsgnr: AW 9LC = 47 WT/PLY: 257
V urn
noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown
/or lateral have bracing installed B3,87 BtO, Appy to face truss
TC Live 20.00
LiveSnowDnr L=1.25 P=1.25
�
��� n f1
permanent vetand n webs shall per otherise.sections
positlan as shown above and on the Joint Details report uNess noted otherwise.
or as applicable. plates each at and
pelf
TC SOOW P 0.00 8f
( f)
SaowDar L=1.15 P=1.15
I�Jj�\v�
Alpine. a division of ITN Building Components Group Inc., shall not be responsible for any deviation from this drawing, any talars m build the truss in
TC Dead 14.00 sf
P
Re Mbr End / CO / Tens
P �P
AN /TW COMPANY
conformance with ANSUTPI 1, or for handling, shipping, mata0abon 8 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 pelf
1.00 / 1.00 / 1.00
2620 N. Great SIN Pkwy. Grand P-Irfs, TX 750SO
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSVTP/ 1 Sec.2
TBUSPLUS 6. {Bit: T6. S . �()
For more information see this job's general notes page and these web sites:
ALPINE: wvraefaajjt camr TPI: www tninst om WTCA www.ebcinduetry ere ICC: www.icvsafa am
Bldg Code: CRC -2013
DEFL RATIO: 2/240 TC: 2/24
Job Name: MILLER RESIDENCE
Truss ID: B02
Qty: 1
us a -LOC REACT SIZE RHQ'O
TC 2x4 DFL sl ! str.
Designed per ANSI/TPI 1-2N7
This design bead on chord bracing applied
1 0- 2.12 242 5.50" 1.50"
u 2x4 DFL #1 ! Btr.
Fabricatiu Tolerance = 20.0%
per the following schedule:
2 8- 2.12 1680 5.50" 1.88"
2x4 DFL STANDARD 14-5, 19-8
Bearings designed for as FcFerp value of the
Iowa: D.C. free to
3 32- B- 4 926 961 1.50"
WES 2x4 DFL STANDARD
lesser of the truss chord Issuer volae or
TC Z4. Or' 7-10-I5 32-11- 0
QS HANGn/CLIP NOTE
Ker (creep factor) = 2.00
625 for all bearings.
required uearlmg widths word bearing areas
3 •SOSZ6
Support Conaectiu(s)/Baager(s)
IRC/13C truss plate values are based on
Refer to Joint QC Detail Sbeets for
aapppp!y when trmss at supported in a bagger.
are
o•t designed fer berizeu al loads.
testing and approval as required by IRC 1703
AN I/TFI is ES1-1118.
Cq factors and Rotational Tolerances.
SF ua-eoncarrent R.
Leaded for 10 FCLL
DPLIFT 1BACTION(S)
Support C!C Wind Nen-0iad
SHE SIMPSON CATALOG
and areported
and re
Install interior support(s) before erection.
Kark all interior hearing locations.
1 -39 Ib -99 lb
FOR ADDITIONAL INSTALLATION NOTES
HAK DEFLECTION (agnpeaaa)
Ceatiosem lateral restraint attached to
Drainage sball be revided to avoid pending.
2 -81 Ib
L/909 1!191 8-7 (!.IVH) LC 44
flat TC as indicated. Luber sball be
pIATIN6 RASKD ON 61�'M LUMBER VALUES.
3 -69 Ib
L= -0.08" D= -0.15" T= -0.23"
structural grade. Brace 0 2411 e.c. unless
acted.
End verticals are designed for =let loads
only, unless noted otherwise.
HORMNTAL REACTION(S)
support 1 252 lb
EK.WB DHF CRITRIIA:L/120
Tbis truss Is designed noting the
Not desieaed for attic storage unless
support 3 252 lb
IN 1®1 21-10; T= 0.03"
ASCE7.10 Wind Specification
noted otherwise.
CRC -2013
_= 7•Igt teea11•gs a
Bldg Enclosed = Yes,
o- 0 it a. e- o
z s- o- 0 12 9- 1-u
Truss Location = Not Had Zone
53 1.80 0.28
s0 1.60 0. Its
a 7• s- o u lo- 3 -lx
Category = C
I-12 1s lo- a -1z
J-
s le• 3.12 16 14- 4- 1
Bldg Leaxth = 68.00 ft, Bldg Width = 80. D0 ft
Hear height 12.48 ft, = 110
a l4- a- 1 17 zs- s- 6
7 M. a• 6 1e x5 -lo- 4
roof = mph
Oe Cate II, Dead Load = 13.2 sf
COpa°� p
Designed Bao led Farce Resisting System
Se I.60 0.15
e 2s -to- 4 19 Ls -Is- 4
9 Z' - 3-12 20 29- 3.12
as
- low-rise and Components and Cladding
10 3x•11• o 21 32-11- 0
Tributary Area = 66 sgtt
lnuteaateina anar6s.
Vertical members ezposed to wind: 21-10
6e 1.60 a.n
7r
tofu. wan / 705. CS1
10/22/2015
268 - Homewood Truss
"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cast: MILLER
(CA)
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
1-z
au LN /
s96 Les 0.4s
W0: Drlve_M_0330815_L000
Safety Information, by TPI and W7CA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless
Dsgnr: AW
#LC
= 47 Wr/PLY: 253
run
v(1
noted otherwise. top chard shall have properly attached structural sheathing and bottom chord shall have a property attached dgial ceiling. Locations shown
for lateral have bracing installed SCSI B3, B7 870, Apply to face truss
id
z-3
3-4
-34 7.80 /
49 1.60 /
Ns 1.x5 0.46
es1 Lzs O.Lr
�V
r� rI f�
I �Uh�\V\Illl'lll�r_
permanent n w,be shag par sections or as a0dicahle. plates each of and
ve a
posiEan as shown above end on the Joint Details repos, unless noted otherwise.
TC Snout P
(f
0.00 prof
SnowDor L=1.15 P=1.15
IILII�7
I ll
Alpine. a division of ITW Building Components Group Inc.. shag not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead
14.00 prof
4•s
z9 1.80 /
zu 1.25 o.LL
BC Live
0.00 prof
1.10 / 1.10 / 1.10
2820 N. Great SW Pkwy. Grand Praido, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead
8.00 psf
0. C. Spacing 2- 0- 0
5.8
•18 1.80 /
zlz 1.25 0.30
TFUSPLUS 6.0 VER: T6.5.20
For more information see this job's general notes page and Nese web sires:
ALPINE: TPI: www .talnstom'WTCA-abdrdustrv.om: ICC: wem lenefa ere
Bldg Code:
CRC -2013
DEFL RATIO: L/240 TC: L/24
8.7
7.9
-77L 1.25 /
•w12 l.zs /
53 1.80 0.28
s0 1.60 0. Its
B-9
-1L13 1.25 /
Se I.60 0.15
9.10
-640 Lzs /
6e 1.60 a.n
ce
'" 911. /
TE", tsi
n -u
-497 7.zs /
67 l.efi o.zz
7-10-15
1z-ls
13.74
-abs 1.23 /
•z 1.60 /
sa 1.60 O.Is
11 1.25 0.os
1
2
4 5 6
7
8
9
10
1.as
/
L.1.Ls 6.65
GC)UNTY
15.76
1a -r
.1661.66 /
a04 1.ce /
7361.25 6.31
1a14 l.zs o.so
7.00
2411-0
BUTTE
17-19
-Ile 1.60 /
12211.25 6.26
r
I
�/
DI IvION
19.19
1: In
/
3t1.60 /
u 1.23 0.74
3z 1.Ls 0.09
4X4 1.5X3
BUILDING V
zo-al
vz(1.so3/
I® 1.60 0.06
4 4 4X
5X6
.5X4
X4
4
EU
n
wit
7Wi1.
111. fS1
T
2.5X4
T
T
���^�\_
jbmS6 V
7s -s
-1M 7.12 /
I'l
74
1:W 0.Is
18-8
-126 1.L5 /
58
1.60 0.15
L-12
z•1a
4.13
/
-Suit /
.1111 l.xs /
E03
lox
49
1.25 0.09
1.60 o.te
1.60 0.39
411-9
4 8-2 5$-7
4.15
13./5
•4l 1.eo /
-713 1.21 /
sus
1031.60
l.Ls 0.12
6.16
2X4
1
I SHIP
s -1s
-1271 Lzs /
7o
1.60 0.61
=
6X8 2.5X4
2.5X4
5X8
sae
7-18
/
-7s3 1.60 /
a941.zs
zl
0.M
1.60 ones
0-4-3
1.SX�
0 10-0
2.5X4
11
r-11
e•I7
u 1.25 /
zL /
11e
x31
1.x1 o.0s2.5X4
1.zs o.09
3X8
4X8
2X4
e•1
is -M
to
.eo
e7 1.60 /
1.x5
so4
94
,x1o.as61
l.zs 0.zs
1.so 0.30
W:508
8-2-1210-M
82B3
W:508
'MUS26e-M•ewe
c7 two
lol0
1.zs o.47
R:242
R:1860
W:508
rNo.C72160
10-L1
-998 1.zs /
e6
1.60 0.4z
U:-99
10-5 8
U: �1
7-2-8
R:926
15-3-0
U:-69
r11
32-11-o
12
13 145 16
17
189
20
21
AO connector plates are Alpine Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
10/22/2015
268 - Homewood Truss
"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cast: MILLER
(CA)
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_B_0330815_L00007,j00001
Trusses require extreme care in fabricating, handing, slipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component
W0: Drlve_M_0330815_L000
Safety Information, by TPI and W7CA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless
Dsgnr: AW
#LC
= 47 Wr/PLY: 253
run
v(1
noted otherwise. top chard shall have properly attached structural sheathing and bottom chord shall have a property attached dgial ceiling. Locations shown
for lateral have bracing installed SCSI B3, B7 870, Apply to face truss
id
TC Live
20.00 pf
LiowDnr L=1.25 P=1.25
�V
r� rI f�
I �Uh�\V\Illl'lll�r_
permanent n w,be shag par sections or as a0dicahle. plates each of and
ve a
posiEan as shown above end on the Joint Details repos, unless noted otherwise.
TC Snout P
(f
0.00 prof
SnowDor L=1.15 P=1.15
IILII�7
I ll
Alpine. a division of ITW Building Components Group Inc.. shag not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead
14.00 prof
Rep Mbr End / Comp / Tens
AN ITW COMPANY
conformance with ANSI/TPI I. or for handling, shipping, installation 8 bracing o1 trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professlonal engineering responsibility
BC Live
0.00 prof
1.10 / 1.10 / 1.10
2820 N. Great SW Pkwy. Grand Praido, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead
8.00 psf
0. C. Spacing 2- 0- 0
Designerper ANSI/TPI 1 Sec.2
TFUSPLUS 6.0 VER: T6.5.20
For more information see this job's general notes page and Nese web sires:
ALPINE: TPI: www .talnstom'WTCA-abdrdustrv.om: ICC: wem lenefa ere
Bldg Code:
CRC -2013
DEFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: B03 Qty: 1 I
BIG X -LOC REACT Sffi RFQ'D
1 0- 2-12 274 5.50" 1.59"
2 8- 2-12 1789 5.50" 1.91"
3 32- 8- 4 943 RGI 1.59"
Will; EANGFI/CLIP NOTE
3 •KUSZ6
S::rrt Couectiu(s) er(s) are
sot desi�n d for borirsn 1 loads.
SFE SIIRS6N CATAWG
FOR ADDITIONAL INSTALLATION NOTES
MAI DEFLECTION (span):
L/999 BEB 8-7 (LIVE)u 1
L= -9.09" D= -0.11" T= -0.17"
EI.WB DEF CWITERIA:L/129
IN MIN 21-10; T= 0.09"
_= Jeiat 1 -ti -o
1 0. 0- 0 IE 5- 6- 0
zs• s- 0 13 a- 1-1z
3 a- 1 -IE 14 A: 3/z
4 la• a 0 13 ta- a --u
3'a- 3.12 1a Is. 8.1z
s Is- a•12 17 al- s- s
7 21- S. 8 18 25.10. 4
8ZS-10- 4 i9 E5•10- t
9 129- 2 12 2a 29. 3-1z
10 3a -u- o 21 32-11. 0
11 o-0.00
Cl1fIfA1 N]3n= FORCES:
7C COIR.JPGTEALS. 801.CSI1-z 1300 / 432 I.aS 0.32-0 2041.60 / 817 1.12s 0.33as391.60 / 9a 1.zs o.w4-s -mIso / so /.60 0.10s -e ao1.60 / m 1.eoo.m0-T -tilI.Z5 / 77 1.60O.07-8105I.as / 72 1.s0 0.21
8-0 •9m1.23 / 77 1.600.19-10 -3201.as / m 1.60 0.10
aC COIR. BIR. / TALKS. DUI. CSI
lI-Iz -315 I.ZS / I22 1.60 0.18
1z-13 -377 l.Es / 120 1.90 o.ts
Is -14 -3 1.60 / 13 1.23 0.03
14-15 / E3 1.25 0.06
15
-16 -141(1.60)/ 793 1.23 0.x3
16 11 -la6((1.603/ Ill! 1.L5 O.m
IT -18 •132 1.60 / 937 1.125 0.L1
is -19 / 44 1.25 0.10
to 20
_-3 23 z3 l.zs 0.03
LO -21 -BE 1.60 / E38 1.60 0.06
WE COIF. la. / TENS. DUI. CSI
15.5 -313 1.Z5 / 95 1.60 0.08
l8 -a •4m 1.zs / 65 L60 0.14
1-12 / 196 1.E5 0.08
x•13 -411 Lx5 / m 1.60 0.12
Sas -1214 1.x5 / 113 1.60 0.48
3-15 -65 1.6s / Agog I.zs 00.41
13.15 •5t3 1.zs / Iso 1.60 00.02
gas -um l.zs / 23 Iso 0.99
6.16 / 416 I.zs 0.17
7.16 -397 1.125 / LO 1.60 0.37
7.17 -101 1.25 / 77 1.60 0.04
9.17 -35 1.60 / x501.25 0.10
9.18 -41 l.So / 74-111.zs o.10
18.20 -los 1..0 / 411..125 O.
LO
9-zo -859 l.zs / tog1.so o.ae
ALL -so l.;o / I's
l.zs o.as
10.21 •915 l.zs / A011.60 0.93
TC 2z4 DFL Sl Sitr.
BC 2X4 DFL SI S itr.
Zx4 DFL STANDARD 14.5, 19-8
WIN 2X4 DFL STANDARD
Ker (creep factor) = 2.00
IRC/IRC trusts plate values are based on
testing ad app»vol as required by IRC 1703
and AN I/'TRI and are reportedin i-1118.
liu tall interior smpprt(s) before ereetion.
Continuous lateral restraint attached to
net TC as indicated. Luber shall be
stz tural grade. Brace 0 Z4" o.c. unless
noted.
This truss in designed using the
ASCET-19 Wind Specification
Bldg Enclosed = Yes,
Trus Location = Not Fad Ease,
Category = C
■1dill Length = 68.00 Ft, Bldg Width = 60.00 Ft
Me" roof height = 13.06 Ft, mph = 110
Occupancy Category II, Dead Load = 13.2 psf
Deslped as Main ®ind Force Resisting System
law -rise and Components and Cladding
Tributary Area = 66 sqft
Vertical members exposed to wind: 21-10
9-10-15
1 2 3 45
7.00 1--
1.5X3
4X4
4X4
2.5X4
Desliatsed per ANSI/TFI 1-2097
Fabrication Toleraace = 20.0%
Bearings designed for as Fcperrpp value of the
lesser of the truss chord tuber wlue or
625 for all bearings.
Refer to Joist QC Detail Sheets for
Cq factors and Rotational Tolerances.
Loaded for 10 FSF aa -aur -•++wt WCLI..
Baric all interior bearing locations.
Drainage shall be p»vldd to ovoid ponding.
piATING
BASED
ON GRB@1 LUBBER VALUES.
Fd verticals are designed for axial loads
only, unless noted otherwise.
Not desi for attic storage unless
noted of raise.
9 10
2X4
X 6X8 i 2.5X4 2.5X4 U
0-4-3 1.5X3 2.5X4 0-10-0 5X8 4X8
B1 3X8 B2 2.5X4 2X4
W:508 8_2_12 W:508
R:274 R:1786
U:-47 I 10-5-8 Uqu I 7-2-8 I
15-3-0
32-11-0
t11 12 13 145 16 17 189 20 21 r
Ali connector plates are Alpine Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super
This design based on chord bracing applied
per the Following schedule:
max O.C. Fren to
TC 24.09" 9-19-15 32-11- 9
Required hearing widths and bearing areas
U&
heM»
tss3, t supported is a hanger.
Support CSC Wind Non -Wind
1 .31 Ib •47 lb
2 -99 Ib
HORIZONTAL REACTION(S)
support 1 318 lb
support 3 319 lb
BUTTE COUNTY
I BUILDING DIVISION
5-10-2 1 6 SHIP APPROVED
E®
1
83 - , 4W
:508
W:508
R:943
U:-85
No. C 22160
CNIL P
10/22/2015
268 - Homewoodross
"WARNING!'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cast: MILLER
(CA)
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_0330815_L00007_JO0001
^
Trusses require enreme cera in fabricating, handing, sltipdng, installing and bracing. Refer to and follow the latest edition of SCSI (Bulling Component
W0: Drive 61_0330815_1.000
Salary Information, by TPI end WTCA) for safety practices prior to performing Nese functions. Insteters shall provide temporary bracing per SCSI. Unless
Dsgnr: AW #LC = 47 Wr/PLY: 274
ry
vj7
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
have bracing ire11111d SCSI 83, B7 BIO, Appy to face truss
TC Live 20.00 psf
LiveDar L=1.25 P=1.25
^V
T� Tt t"�
IUI��\v`I
for permanent lateral reatmint of webs shall per aecti- or as applicable. plates each o1 and
position as shown above and on the Joint Details report, unless noted otherwise.
TC Snow(Pf) 0.00 prof
SnowDur L=1.15 P=1.15
llllllll�-7Jll Ill Ill IJP-'
I�u
Alpine, a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 psf
Rep 6ibr End / Coup / Tens
AN ITW COMPANY
conformance with ANSI/TPI 1, or for handling, shipping, installation 8 bracing of trusses.
A seal on this drawing or coverpage listing this drawing, indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.10 / 1.10 / 1.10
2820 N. Great SW Pkwy. Grand Prairie, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 prof
0. C. Spacing 2- 0- 0
Designer per ANSI/rP/ T Sec.2
1HUSPLUS 6.0 VER: T6.5.20
For more information see this job's general notes page and Nese web sites:
ALPINE: -,I,ini LCQLW TPI: AaretameLWTCA:wwwabc'ndujgiL ICC: wi-afe
$1dg Code: CBC -2013
DEFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: B04 Qty: 1 I
316 I -LOC REACT SIZI RE
1 0- 2.12 3" S.SO" 1.58"
2 8- 2-12 1723 5.50" 1.84"
3 32- 8- 4 BSS BGR 1.58"
RG BANGER/CLI! NOTE
3 •KUSZ6
Support Connection(s)/Baazer(s) are
at dwip�n1ned for horizontal leads.
SEE
SIIo!SON CATALOG
FOR ADDITIONAL INSTALLATION NOTES
MAX DEFLECTION (spun) :
L/9" IDOL 11-12 (LIVE) LC 39
L= -0.07" D= -0.14" T= •o.zl"
plot L-tim o
1a. t- t Il e- o- o
L 5-6-
0 IL -
t -IL
3 S. 1.. Is J. s-11
4,0- 1-12 14 10- 3-12
5 1, . B- o I5 16- 11- 4
19
e L,- 7- t
7 Ll. 7- a n u•la- a
t Ls -19. 4 19 ZS -10- 4
TC Lz4 DFL 41 Aqtr.
3C Zz4 DFL #1 4 {tr.
2x4 DFL STANDARD 13-4, 18-8
WE{ 2X4 DFL STANDARD
WEDGE 2X4 DFL 91 b qtr.
Refer to joint QC Detail Sheets for
Cq factors and Rotational Tolerances.
Loaded for 10 !SF aoa-congest (CLL.
mark all interior hearing locations.
Draiange shall be provided to avoid ponding.
IiATIN6 (ASHD ON LDmtEll VALUES.
HORIZONTAL REACTION(S)
support 1 173 lb
support 3 173 Ib
Not designed for attic storage unless
noted otieroise.
TC
/-1
comp. rum. / TM. 081. CSI
•19 1.x5 / 42z ,.zi osz
L•3
/
sol 11x5 0123
3.4
4.1
•u(( 1.60 /
a2E(1.an /
ez 1.60 US,
Ira 1.60 o.os
5-t
•766 1.25 /
lLt 1.00 11.23
0-7
7-t
•766 1.25 /
/
IL7 1.60 O. E3
1.60 0.11
9-s
-1a7I 1.25 /
It
124 1.60 0.07
B•,o
-,341 l.ss /
901 1.60 0.111
ec
(711v. /
TINS. R. 1sT
11-1E
!
-3Ll 1.25 /
111 1.80 0.27
11.13
13-1a
/
11,.25 0.33
0.04
la-ls
_63(1.6101)/
ez .1so /
7011 .x01 0. E3
1s -1s
18.17
/
.25(1.60)/
908,.x01 0.30
1255 O.se
17 -IB
/
501.25 0.,3
18•IB
IB•LO
-1(.1.60)/
55(1.60)/
L]1.25 O.,l
10761.25 0.40
69
13118. UR. /
TM. OUR. CS1 T
14.4
.ISO ,.zs /
311 1.60 O.OB
17-11
-IL
-35 ,.80 /
-3Ll 1.25 /
297 1.x5 0.23
TIO 1.80 0.10
1L : 11
-1I4E 1.25 /
54 1.80 0.48
3.14
1z -u
-2 1.80 /
-a, 1.201 /
BIS 1.25 0.37
foe 1.80 o.oa
3.14
-519 I.z3 /
38 1.60 0.55 7-3-9
5.15
-411.69/
71.25 0.36
a-101
7-I5
.291 1.201 /
-213 I.LS /
94 1.60 0.za
47 A.O.EE
l
7 -IB
-L8 1.80 /
b8S 1.LS 0.IB
8-16
9.17
•4671.23 /
/
104 1.60 0.23
ze1 ,.Ls o.,z
17.19
Bae
-414 .1.15 /
IIE1 1.: in 0.48
55 1.60 0.08
Desir�e�dd per ANSI/IFI 1-2"7
Tube t:,:a Tolerance = 20.06
3earitsgs designed far an Fclerp valne of the
lesser of the tress chard lumber value or
625 for all bearings.
Bcr (creep factor) = 2.00
IRC/IBC truss plate values are based on
testing and approval as required by IRC 1703
and AN I/T!I and are reported in R-1118.
Install interior sapport(s) before erection.
Continuous lateral restraint attached to
flat TC as indicated. Lumber shall be
street- I grade. {race 0 24" o.c. unless
noted.
11-113-15 11-5-7
1 2 3 4 6 7 8 9 10
7.00 9-4-8 -7.001
1.5X3
4X4
1.5X3
6Vrtn
=zx4 6X8 0 3xio 2.5x4 sxe axe J
0-4-3 1 3X8 L.BZ4 2.5X4
W:508 8-2-12 W:508
R:304 R:1723
U:-39 U:-75
10-5-8 I I 7-2-8 I
15-3-0
32-11-0
11 12 134 15 16 178 19 20 '
This design has" on chord bracing applied
per the following schedule:
uaX 0.e. frou to
TC 24."11 11 -10 -IS 21- 4- 8
Required bearing widths and hearing areas
Ulmiarbe
RRAXCtruss n t supported In a bagger.
Support C4C Wind Nog -Wind
1 -39 Ib
2 -75 Ib
3 -47 Ib
This truss is desi®ed using the
ASCE7-18 wind Spee flcation
Bldg Enclosed = Yes,
Tetuan location = Not Bud Zone
fCategory = C
{Idg Le Y = 68.00 it, Bldg Width = ".00 ft
Neon rooP height = 13.65 ft, aph - 110
Occupancy Cat o II, Dead Lead = 13.2 psf
Designed ae m`�n�ina Force Reaiacin# Systes
- I.ow-rise and Components and Cladding
Tributary Area = 66 sgft
7-10-7
1SHIP
I
0-7-6
MUS26
BUTTE COUNTY
BUILDING DIVISION
APPROVE®
W:508 n1
R:958 �J
U:-47 C�1-
tC[No.072160
V1%_P
SOP CAUF�/
AA connector plates are Alpine Wave 20 ga., unless preceded by 'H' for High Strength 20 ga., "S" for Super
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
10/22/2015
268 - HomewoodRuss
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cast: IIILLHY
(TCA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DI:R: Drive_ IM_0_ 0330915_LODO07_ 00001
Trusses require extrema care in fabdcating, handing, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
W0: Drive_B330815_L000
y TPI and TCA) for safety practices prior to performing Nese functions. Installers shall provide temporary bracing per SCSI. Unless
Safety Information, b "
Dsgar: AW
#LC
= 42 WT/PLY: 257
v V tV
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rtgid ceiling. Locations shown
TC Live
20.00 psf
Liond or L=1.25 P=1.25
� ' �\ I I
���n r7
for permanent lateral re..- of webs shag have bracing installed per thew sections 83, B7 or 870, as applicable. Apply plates to each face of truss and
position ..shown above aha on the joint Derails report, unless noted otherwise.
TC Snow P
< f)
0.00 psf
SooWDar L=1.15 P=1.15
u V
Alpine, a division of ITW Building Components Group Inc., shall net be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead
14.00 psf
Rep mbr Bnd / Comp / Teas
AN ITW COMPANY
conformaxa with ANSI/TPI 1, or for handling, shipping, installation 2 bracing o1 trusses.
As eal on this drawing or cover page Ileflng this drawing, Indicates acceptance of professional engineering responsibility
BC Live
0.00 psf
1.10 / 1.10 / 1.10
7820 N. Great SWPtwy. Grand Prairfer, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead
8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI/TP/ 1 Sec.2
TEUSPLUS 6.0 VEE: T6. S . 20
For more Information see this job's general notes page and these web sites:
ALPINE :wvvr.aldneitvr.eom:TPI:-toimtomtWTCA:www.abcindV9trv.eret ICC: www i-1.
Bldg Code:
CBC -2013 _
DEFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: B05 Qtv: 1 -1
:G I -LOC REACT SIZE REQ'D
J18- 2.12 1282 5.50" 1.50"
2 32- S. 4 1186 BG3 1.s0"
Z BANGER/CLIP NOTE
2 •BUSZ6
FOR ADDITIONAL INSTALUTION NOTES
MAX DEFLECTION (spam) :
L/999 Ir1FR 5-6 (LIVE) LC 42
L=.0.13" D= .0.19" T= .0.32"
la. Will DEF CIITBIIA:L/120
IN IM 9. 1: T= -6.06"
J•lat l.otlm
I 0• 0. 0 10 2. 3.12
2 z- 1-u a z• 9a2
3 s• e- on111!111!s- e• o
4 I. I- 4 13 u • 7- s
s . - 4 14 17:10. 4
8 17-10- 4 1s 17.10. 4
7 zo- 0- 0 la 20- a• s
a z4•u- o v z4 -u- •
7C
camp.IBM. / 7IXS. CSI
I•z
•501.25 /
12a 1.60a.os
z-3
3.4
8491.25 /
-7791.a /
Ins 1.600.07
151 1.0aa•s
W0: DriveN_0330815_L000
_
-1u11.zs /
151 l.so e.0s-a
Dsgar: AW #LC = 46 WT/PLY: 223
•14141.0I"
1.so0.28
a•7
7-8
•19701.25 /
.17231.25 /
155 1.40a.z4
107 1.80 0.49
lc
an. m. /
7mi1. GS1
8.10
-1a 21.60 /
za 1.60 o.a
10x1
/
371.Ls o.ee
14-212
N
-142(1.80)/
a9L l.so /
u7 1.is o. L2
998 1ds 0.37
u-14
-312 1.60 /
17x5 1.25 0.46
14.15
/
67 1.25 0.17
IS -t8
10-17
-6(1.60)/
-262 1.60 /
SB I.:s 0.16
1390 1.25 0.54
R
COIR. U1. /
Ini GSI
11.2
-857 1.25 /
lLl 1.80 0.75
14-8
-Ll 1.60 /
3210 1113 O.L8
1.6
1-u
-12411.7:5 /
-116 1.60 /
113 1.80 0.73
Jo.i l.zs 0.41
L-212
•5L 1.60 /
518 1.25 0.23
3-12
•23 1.80 /
L3L 1.25 O.a
4-212
4-13
-547 l.zs /
•19 1.60 /
col 1.60 o.se
328 1.25 0.13
5-13
•7 1.60 /
340 1.25 0.14
6-13
7-14
-694 l.zs /
-R I.BO /
140 1.80 0sa
535 1.25 0.2E
l4 -IB
-LTL 1.60 /
1444 1.25 0.59
7-216
-8.78 1.25 /
137 1.60 0.12
TC 2x4 DFL S1h ■tr.
KBull DFL #1 t ■tr.
Bull DFL STANDARD 10-2, 15-6
Wet 2x4 DFL STANDARD
WEDGE 2x4 DFL d1 h Star.
Refer to Joint QC Detail Sheets for
Cq factors and Rotational Tolerances.
Leaded for 10 FSF moa-wtewrremt SCLC.
Drabaage shall be rovided to ecoid ponding.
FUTING EASED ON 6�
LUBBER VALUES.
Ed verticals aro designed for azial loads
only, unless noted otherwise.
This truss is designed using the
ASCET-10 Wind Specifiwtiem
Bldg Enclosed = Yea,
Tress Location = Not Ed Zone
Exp Category = C
51 Length - 69.00 ft, Bldg Width = 60.00 ft
Me" roof height = 14.23 £t, qh = 110
0 Category11, Dead Load = 13.2 f
D:Cs", ed as Main WindForce Resisting System
Low-rise ad Components and Cladding
Tributary Area = 50 sgft
Vertical members exposed to mid: 9. 1
4X,
�3
Desirsed per ANSI/TFI 1-2007
Fabricatiaa Tolerance = 20.0%
Bearills designed for an Federp volae of the
lesser of the truss chard lumber value or
625 for all hearings.
Icr (creep factor) = 2.00
IRC/IRC truss plate values are based on
testinngg ad approval as required by IRC 1703
and ANSI/TPI ad aro reported in ESR -1118.
Comtinaema lateral restraint attached to
flat TC as indicated. Lumber shall be
stmetural grade. trace 0 24" o.c. unless
noted.
20 psf Live Lead applied to bottom chord I.
accordance With IEC/11C Cede provisions.
13-5-7
1 2 4 5 6 7 8�
7.00 ��
This deaf based an chard bracing applied
per the foolllowing schedule:
max O.C. from to
TC 24.00" 13.10-15 19- 4- 8
R"mired hearing .laths and hearing areas
aapppp/y when twos not supported Is a hanger.
UPLIFT REACIION(S) t
Support CK Wind Nen-Wid
1 -101 lb
B -SS Ih
BORIZONTAL RRACIION(S)
sapport 1 -264 Ib
support 2 .264 lb
8- -9
SHIP
K10
01-6
W:508 2.5X4 HUS26
R:1262 W:508
U:-101 ,2-5-8I I 7-2-8I R:1186
15-3-0 U:-55
6-0-0 24-11-0
STUB F9 101 12 13 145 16 171
are Alpine V
es are to be
'H" for High Strength 20 ga., "S" for Super
BUTTE COUNTY
BUILDING DIVISION
APPROVED
268 - Homewood Truss
"'WARNING!"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cost: NILLBR
(CA)
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drlve_N_033O915_MO07_J000O1
as require extreme care in lebricafing, hanging. shipping, instating and bracing, Refer to and follow N e latest edition of BCSI (Building Component
W0: DriveN_0330815_L000
_
Safely Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless
Dsgar: AW #LC = 46 WT/PLY: 223
v VTruss
TV
noted otherwise, top chard shall have property attached structural sheathing and bottom chard shall have a property attached rigid ceiling. Locations shown
have bracing installed BJ, 87 870, AOWY to face Uuas
TC Live( 20.00 psf
LiveDar L=1.25 P=1.25
lu�\vl I
��� ^ t7
for permanent lateral restraint of webs shall or as applicable. Wa[ea each of and
per the wse.
position as shown above and on the Joint Details report, unless ratatl oNarwise.
TC $aOW P 0.00 9i
f
$mOWDar L=1.15 P=1.15
Alpine. a division of ITN Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure a build the truss in
TC Dead 14.00 psf
P
He N6r Bad / CO /Teas
P Camp
AN ITW COMPANY
C0^formarae with ANSINPI 1, or for handling, shipping, installation 2 bracing of trusses.
A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.10 / 1.10 / 1.10
7870 N. Great SWPtwy. Grand Prairie, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI/TP/ 7 Sec.2
TRUSPLUS 6.0 VEE: T6.5.26
For more information see this job's general notes page and Nese web sites:
ALPINE: wws� TPI: wwtoiall WTCAnICC: wwicaafe a
Bldg Code: CBC -2013
DBFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: B06 Qty: 1 1
RRG I -LOC REACT SLZE REQ'D
1 8- 2.12 1228 S.Son 1.50"
2 32- 8- 4 1200 BGR 1.50"
ERG BANGER/CLIP NOTE
2 *HUSZG
Support Caaaectien(s)/Haager(s) are
designedeast
e
SEE SIOSON CATALOG rizaattaal hada.
FOR ADDITIONAL INSTALLATION NOTES
HAI DEFLECTION (span) :
L/999 1001 14-15 (LIVE) LC 42
L= -0.25" D= -0.30" T= -0.55"
EI.WB DEF CRTTRRIA:L/120
IN M 10- 1; T= •0.06"
r= Jeget Loatlm
1a- o• s is 0. 0- s
L 3-2- 0 v 3- 3. 0
3 5. 1-12 IL S- 1 -la
4 8- 0- 0 13 5. 3.1L
s 8• 7. 8 14 e- 7. 8
6 I4- 0- 0 15 17-10. 4
7 O.30- 4 16 van• 4
8 to- 0- 0 17 10- o- s
CONT. SUR. /
1x5Ines /
Ell 1.25 /
-1100
85 1.80 /
-e5o 1.25 /
. 63 1.60 /
129 I.So
•L /
59 1.25
/
12 1.00 /
7 3.60 /
6671.23
ILE 1.80
.40 1.80 /
150 1.00 /
835 1.25 /
Tells. . ISI
lie11111110
1.0 o.oe1441.0 0.071a1.0.04
los1.o0.041u1.600.1lee1.600.16les1.600.09
el1.i0 0.47
T05. DUB. CSI
234 1.60 0.04
20 1.2,
0.06
Is 1.25 0.09
796 1.25 0.53
123111.25 0.58
70 1.25 0.17
14 1.25 0.17
1414 1.25 0.55
TE 5. OUR. CSI
46 1.60 0.11
all 1.60 0.16
83 1.68 0.76
9521.25 ensu
ism 1.60 0.72
857 1.15 0.27
533 1.25 0.2E
91 1.60 0.09
S40 1.25 0.22
320 1.25 0.13
1.51.60 0.55
758 1.25 0.31
478 1.L5 0.19
I472
1.03 0.60
I17 1.60 0.13
TC 2x4 DFL itt Rte.
K 2x4 DFL 41 t ltr.
2x4 DFL STANDARD 12-3, 16.7
WEB 2x4 DFL STANDARD
WEDGE 2x4 DFL 91 R Btr.
Bearings designed for no FePerrpp value of the
lesser of the truss chord lumber wine or
625 for all hearings.
DLC/111C truss plate valines are based on
testl and approve/ as required by IK 1763
and ANII/ITI and are reported in R-1118.
Ed verticals are designed for axial leads
unly, unless noted otherwise.
4X,
99T
5-0-3
1
®Beb brniwg required at each location shoo.
Rofer to iCSI fur p»per required lateral
restraint. For alternative web bracing,
see ITFSCG's standard details.
Designed per ANSI/TPI 1.2607
Fabrication Teleraece = 20.05
Ker (creep fatter) = 200
Refer to joint QC Detail Sheets far
Cq factors and Rotational Tolerances.
Leaded for 10 PSF was-coaemrr,ent RCU.
Drainage shall be revided to avoid ponding.
PLATING EASED ON GM LUnn VALUES.
20 psf Live Load applld to bottom chord In
accordance with IlC/D1C cede previsions.
7-10-15 15-5-7
1 2 3 t4 15 6 �7� 8 9 t
71 00 V-44
Required bearing widths and bearing areas
Mly when tress not supported in a banger.
UPLIFT REACTION(S) ;
Support C4C Wind Non -fid
1 -77 lb
2 -44 Ib
HORDTONTAL REACTION(S)
support 1 -282 lb
T.,:2 -282 Ib
This truss is desired using the
ASC17-10 Wind Specification
Bldg Enclosed = Yes,
Truss 4catioa = Not Ed Zane
Category = C
11 Length = 68.00 ft, Bldg Width = 60.00 ft
Se" reef height = 14.81 ft. ■71 _ = 110
Octupanry categsr9 I1, Dead Lea 13.2 psf
Designed no Hain ®id Force Resisting System
- Low-rise and Components and Cladding
Tributary Area = 50 sqft
Vertical neabers exposed to wind: 10- 1
B1 - -
W:508
R:1228 i 5-5-8 I I 7-2-8 i
U:-77 12-3-0
N-024-11-0
STUB 110 11 im 14 1L6 17 181
All connector plates are Alpine Wave 20 ga., unless preceded by 'H' for High Strength 20 ga., 'S' for Super
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
B2
'HUS26
W:508
R:1200
U:-44
BUILDING
BUDDING DIV KION
APPROVED
268 - Homewood Truss
"WARNING!'" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cost: 1111111,11,111,1101
(CA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_033081S_L00007_ j00001
Trussquire exme care
es re trein febricabrg, handing, slipping, installing and bracing. Refer to and follow the latest edition of SCSI (Buildng Component
W0: Drive�l_0330815_L000
Safety, Information, by TPI and WFCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless
Dsgmr: AW #LC = 46 WT/PLY: 2494
v V iv
p� p7
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
for permanent restraint webs shag have bracing finless tl per ru 83, B7 or 870, as applicable. ripply plates to each face of truss end
TC Live( 20.00 sf
LiveSnowDur L=1.25 P=1.25
_ lul�\\IJI
���
Cher ise.
position ea shown above and on the Joint Details report unless noted otherwise.
showna n
TC SIIOW P 6.66 psf
f
$IIOWDIII` L=1.15 P=1.15
Alpine, a division of ITW Building Components Group Inc., shag not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.66 psf
Rep 61br Bnd / Coup / Tens
AN ITW COMPANYc,I*,manta
with ANSIrFPI 1, or for handling, shipping, installation 8 bracing of trusses.
A seal on this drawing or cover page listing this dnawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.10 / 1.10 / 1.10
2a20 N. Greer SIN Pkwy. Grand Pralder, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI/TP/ 1 Sec.2
TEUSPLUS 6.0 VER: T6.5.20For
more information see this job's general notes page and these web sites:
ALPINE:www al"ineit ajt=TPI: www.t"inaLga WTCA www.ehcinduaglLQm ICC: www.iernefn.are
Bldg Code: CBC -2013
DEn RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: B07 Qty: 3
11G I -LOC Mel SIZE REQ'D
1 8- z•12 1203 3.50n l.ss"
z 32- 8. 4 1182 H61 1.s0"
ni; HANsII/cLir NOTE
z •HUS26
Smpport Comxcti-(s)/r(x
s) a
sot design d fooMrixon al loads.
SBE Silo
FOR ADDITIONAL INSTALLATION NOTES
MAX DEFLERION (spas)
L/834 HEH 13-14 (LIVE) -LC 42
L=.0.3S" D= .0.41" T= -0.76"
EX.Wit DEF CRITERIA: L/120
IN TEN 9- 1; T= -0.06"
)aiat Lwtiams -
1B• o- 0 10 3- 3- 0
z 3. 3. 0 11 5. 3.1z
3 S• 3 -IL It 5- 3-Iz
4 a. a• 4 13 B- o• 4
5 14-o- 0 14 17-10- 4
e v•10- 4 15 a-10- 4
7 20- o• 0 16 zo• o• 0
B 24.11 • o n 24.11. 0
Cl s- o• o
411TITAL NEEM FORCES:
ITT all. ala. / TENS. Des. c91
1-2 -an 1.zs / 114 1.60 o.Os
z-3 -884 1.z5 / 135 1.60
0.07
3-4 -Baa 1.z5 / las 1.66 0.11
4-5 -1052 1.z5 / 145 1.60 0.21
S-6 -2004 1.116 / las 1.60 0.21
6-7 -1915 1.115 / 129 1.60 O.OB
7-9 •1736 l.zi / as 1.60 0.48
sc colo. "'1 / TENS. CSI
0.10 -215 l.W / LSL 1.60 0.04
10-11 -3 1.80 / IB 1.25 0.08
11.1z / 18 1.25 0.03
13-13 •140 1.80 / 710 1.23 0.81
13-t4 -LLT 1.80 / 1277 1.25 0.89
14-15 / p 1.25 0.17
15 -IS •5(l.a)/ 14 1.25 0.17
I6-17 -L3S l.a / 1401 1.25 0.55
R co . 111111. / T&[4. DR. CSI
12-3 •435 I.Ls / L7 1.80 O. tB
t4 -B 186" .z3 / s7 l.so o.Is
1-9 •1181 1.25 / e9 1.so 0.77
1-19 -214.60 / eaz I.as 0.101
III _530,11.Z3 / l0 1.60 0.10
z-12 _611.60 / ass I.2s 0. as
10-1E-127 1.80 / 523 1.35 0.21
3-13 -89,1.60
/ ES9 1.25 0.10
4-13 -79'1.60 / 648 1.25 0.26
5.13 -887 1.25 / 155 1.80 0.72
s-14 104'1.60 / 7501 1.115 0.31
7-u -24'1.80 / ass 1.zs 0.19
14-1e -z4s 1.01 / 1480 1.zs o.5e
7-18 -648 1.25 / 1Z4?..80 0.1E
TC 2x4 DFL iti etr.
K 2.4 DFL sl 4 Rtr.
2x4 DFL STANDARD 11-3, 15-6
WEB 2x4 DFL STANDARD
WEDGE 2x4 DFL 41 R Stir.
Refer to Joint QC Detail Sheets for
Cq factors and Rotational Tolerances.
Leaded for 10 FSP -m-concurrent ROLL.
PLATING RASED ON GREEN LUMBER VALUES.
This truss is designed using the
ASCE7-10 Wind Specification
Bldg Enclosed = Yes,
Truss Location = Not End Tone
■1Caegory
i g Length 68.00 ft, Rug Width = 60.00 ft
He- r.o heiggbtry= 16.04 it, mpb = 110
sf
Desipi as Main ®iad�Force Dead LRoeaadisting3System
- Lav -rise sad Components and Claddiag
Tributary Area = SO sqft
Vertical members exposed to wind: 9- 1
Desir�eed� per ANSI/TFI t -2p7
FabrIcatl- Tolerance = 20.0%
Vearimgs designed for as FcP rp Value of the
lesser of the truss chard I -Roar value or
625 for all bearings.
Rcr (creep factor) =.O0
IRC/DC truss plate values ax based on
testlug and approval as required by IRC 1703
and I/TPI and are reported in PSR -1118.
Bad verticals are designed for axial loads
oaly, -less noted otherwise.
20 psf Live Load aappplied to bottom chord in
accordance with IRC/BC code previsions.
16-2-11
1 2 3 4 6 7 8
7r_00
/.Od
amNearing widths and bearlmg axes
UPLIFT' whenREACt 0 (S) i napprrted iu a hanger.
Sapport CNC Vied Non -Wind
Sapp;
-73 Ib
2 -43 Ib
HORIZONTAL REACTIONS) :
support 1 .300 lb
support 2 -300 lb
2.5X4
2.5X4"0_1
4X4 10-1-0
10-1-0 T SHIP
2.5X4
5-0-3
17X10
J 1
2X4 4X8
B1 2.5X4 3X8 B2
W:508 H US26
R:1203 5-5-8 7-2-8 W:508
U:-73 12-3-0 I ' R:1192
8-0-0 24-11-0 V-43
STUB I9 10 112 13 145 16 17
are Alpine Wave 20 ga., unless preceded by 'H" for High Strength 20 ga., `S' for Super
as are to be positioned per Joint Detail Reports.
BUTTE COUNTY
BUILDING DIVISION
APPROVED
epJg
5 T Ytl ED
268 - HomewoodTruss
"*WARNING!*" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cust: MILLER
(CA)
"*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Orive_M_0330815_L00007�00001
Trusses require enreme care in /abricatirhg, 1-11ing,.hipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component
W0: Drlve_/�_0330815_L000
Safety Information, by TPI and WrCA) for safety practices prior to performing Nese functions. Installers shall provide temporary bracing per BCSI. Unless
Dsgnr: AW ILC = 46 Wf/PLY: 234
v V ra
noted otherwise, top chord shell have properly attached structural sheathing and bottom chord shall have a property attached dgid ceiling. Location clown
face
TC Live 20.00 psf
LiveDur L=1.25 P=1.25
[]
���
for permanent lateral restraint of webs shall have bracing installed per BCSI section 83, B7 or 910, as applicable. Apply plates to each of (ruse and
position as Shown above and on the Joint Details report unless noted otherwise.
TC Suow(Pf) 0.00 psf
SnowDur L=1.15 P=1.15
Alpine, a division of 17W Building Components Group Inc., shag not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 psf
Rep 66r Bud / Cwfflp / Tens
AN ITW COMPANY
conformance with ANSIIrPI 1, or for handling, shipping, installation 8 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 paf
1.10 / 1.10 / 1.10
2820 N. Great SWPkwy. Grand Prefdo TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANS11TP1 t Sec.2
TEUSPLUS 6.0 VER: T6"5'20
Far more information sea this job's general notes page and these web sites:
Bldg Code: CBC -2013
RATIO: L/240 TC: L/2421
ALPINE: wwwals'na'weom TPl:wwwtointorn:WfCAwwwabeindustry.oro:ICC:vmwicnallLm
DM
Job Name: MILLER RESIDENCE Truss ID: BOB Qty: 1
816 I -LOC REACT SinREQ'D
1 8- 2-12 1413 5.50" 1.51"
2 33- 1-12 1357 5.50" 1.50"
BAR DEFLECTION (span)
•
L/999 KEN 8-9 (LIVE)LC 42
1= -0.13" D= -0.14" T= -0.26"
EI.W8 DEP CIITBRIA:L/120
IN BEN S. 1; T= -0.06"
7 J.Iat L-tim
1 O. 0. 0 1 x5- 4- 8
2 3- 3- 0 6 0. 0. 0
3 7. 9• 0 9 7- 9- 0
4 9- 4- 8 10 14. 8. 9
S p• 6• a 11 la-
8 1g.- 6.10 /L 25- 4 6
CILMCAL 11101103 FORM:
TT COM.rii�
/ 7xAL4. DOt.) fSI
1•L •1z4 14 1.603)))) O.uo345 I51 I80 0.13•sals / 1 - 1.60 0.74•S .1638s / x07 l.Go 0.17S-6 -18455 / 1u 1.60 01191345 / 94 1.60 0.21
M COM. M.F.
061 / 7IX5. DOT. CSI
e -s •la1 1.it / sal l.zs 0017
s -w •lee 1.80 / e99 11x5 00.47
100-11 •E37 1.60 / 1791 1.25 0.as
11-12 •x36 1.60 / 1784 1.23 0173
R COM.111
U6.T®115.TRCSt-B-12160 / 80 l.So 0.2-8 4305.25 / 1R 1.60 0.91z-9 -e.soste11x5o.a.
-8-I9.60 / L34 1.23 O.W4-s .x112.zs / 79 l.so 0.11
4-10 •141.60 / 958 1.250.38
5.10 •a3gI.L3 / 117 1.600.24
8-10 •Soo1.E5 / 117 1.60 O.lx
6-I1 / 176 1.23 0.07
268 - Homewood Truss
(CA)
ru
AL MNE
AN ITW COMPANY
?620 N. Groat SIN Pkwy. Grand P.1do, TX 75050
TFUSPLUS 6.0 VER: T6.5.20
TC 2x4 DFL 81 t Rtr.
Web ►raeiag regnired at each location shown.
8C 2x4 OFT. it ! {tr.
® later to BCSI far proper required lateral
WEB 2x4 DPL STANDARD
restraint. For sitermtive web braclog,
Designed per ANSI/TPI 1-2007
see 17WBCG's standard details.
Rearings designed for as FcPecrtpp value of the
Fabrication Tolerance = 20.0%
lesser of the trusts chord Imber value or
Rcr (creep factor) = 2.00
625 for all bearings.
Refer to Joint QC Detail Sheets for
IRC/IRC truss plate values are based on
� facture and Rotational Tolerances.
testing and approval as required by IRC 1703
Loaded for 10 PSF non•coac6rrent BCLL.
and AN and are reported in R-1118.
Ural shall he provided to avoid ponding.
End verticals are designed for axial loads
PINNOTBASBD ON GREEN LUBBER VALUES.
only, unless noted otherwise.
20 psf Live Load applied to button chord in
accordance with IRC/I1C code provisions.
1.5X3
5-13
1
B1
W:508
R:1413
U:-77
8-0-0
15-10-15
1 2 4 5 6 7r
7 00 A-4-4 -7.00
4X6 5X6
STUB .8 9 10 11 12'
are Alpine V
as are to be
'H- for High Strength 20 ga., "S' for Super
"WAR G!- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, instating and bracing. Refer to and follow the latest edition of BCSI IBuildlng Component
Safety Information, by TPI and WTCA) for safely practices prior to performing these functions. Instal em shall provide temporary bracing per SCSI. Unless
noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 810, as applicable. Appy plates to each face of truss and
position as shown above and on the Joint Details report unless noted otherwise.
Alpine, a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing. any failure to build the truss in
conformance with ANSUTPI 1, or for handling, shipping, installation L bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
DeslgnerperANSUiPI f Sec.2
For more information see this job's general notes page and these web sites:
UPLIFT RE1ICTION(S) :
Support C&C Wind Non -Wind
1 -77 1►
2 -44 1►
HORIZONTAL REACTION(S) .
support 1 -287 lb
support 2 487 1►
This truss is designed using the
ASCE7-10 Wind Specification
Bldg Enclosed = Yes,
Tress Location = Not End Zone
Category = C
s1
Led
- 68.00 M, ung Width = 60.00 1t
Bean rotor or
= 14.81 ft, .pb = 110
Occupancy Cat o 11, Dead Load = 113.2 psf
D- LLooww-rise �oCCoo�nent YaResisting
nd c aadding�ee.
Tributary Area = SI sqft
Vertical sabers exposed to wind: 8- 1
BUTTE COUNTY
BUILDING DIVISION
9-7-9 A P P PR17 O E ®
JSHIP
0-43 OSI
R 1357(�J-T. TgtiQ �C
U:-441
No. C 72160
CNII. P
PipCAUF
10/22/2015
Cast: MILLER
DIB: Drlve_M_03308IS_L0D007_j00001
W0: Drive_M_0330815_1,000
Dsenr: AW #LC = 46 WT/PLY:
TC Live
20.00 psf
TC Snow(Pf)
0.00 psf
TC Dead
14.00 psf
BC Live
0.00 psf
BC Dead
8.00 psf
Livellur L=1.25 P=1.25
SnowDar L=1.15 P=1.15
Hep Mbr Bad / Camp / Teas
1.10 / 1.10 / 1.10
O.C.Spacing 2- 0- 0
Code: CPC -2013 JDEFL RATIO: L/240
Job Name: MILLER RESIDENCE
Truss ID: B09
Qty: 1
BRIG R -LOC REACT SIZE REQ'D
TC 2x4 DFL S1 t itr.
Mr:
Desim�l�l per ANSI/[PI 1-2087
This deain based on chord bracing &"lied
1 8- 2-12 1380 5.50" 1.30"
2 33- 1-12 1451 5.50" 1.53"
RA% DEFLECTION
u 2x4 DFL tl t
BEB 2x4 DFL STANDARD
Fabrication Tolerance = 20.0%
Bearings designed for an FcFerrpp value of the
per the following schedule:
nae O.C. from, to
(span) :
L/9MEN 9.10 (LIVE) LC 42
99
Her (tree factor) = 2.00
Refer to joint QC Detail Sheets for
lesser of the tense chord lumber value or
625 for all bearings.
TC 24.00" 13-10-15 19- 4. 8
UPLIFT RUCTION(S) :
4- -0.19" D= .0.22" T= .0.42"
Cq factors and Rotational Tolerances.
IRC/IBC truss plate values are based on
Support C4C Wind Non -Wind
EI.WB DEF CRTI'ER7A:L/120
Leaded for 10 PSF non-awncmrent BCLL.
testing and appraval as required by INC 1703
1 -101 lb
IN BEE 7- 1; T= -0.06"
Drainnaagge shall 6e rovided to avoid pondieg.
and AN I/TPI a� are reported in R-1118.
2 -82 lb
�=,]stat lleatiw
10o- 0 7 e• o• o
PLATINNIG BASED ON IG LUMBER VALUES.
Hod verticals are designed for axial loads
Continuous lateral restraint attached to
flat TC as indicated. Luber shall be
HORIZONTAL REACTIONS)
support 1 -272 Ib
I s- o- 0 a s• e- 0
Daly, unless acted otherwise.
structural grade. grace a Z4" o.c. unless
support 2 -272 Ib
1 11• 7- a a 11• 7. 8
4 15.10- s w ze• 4-loSpecification
This trusts is designed usingthe
noted.
I so• 4.10 11 ts- 4- a
ASCE7-10 Wind S
20 psf Live Loan lied to bottom chard In
app
Bld Code : CHC -2013
g
e x5. 4- a
CRITICAL KUMn Imo'
Bldg Enclosed = Yea,
Truss Location - Not End Zone
acrnrduce with IBC/311C code provisions.
Tr con. eau. / TIX4. um,. cel
1-z -e4s1.3. o.xa
H� Category = C
xa -tuns l.zs / les 1.s0 0.se
m,-4 1.25 / tee 1.se 0.15
t 711 g Length - 68.00 ft, Bldg Width = 60.00 ft
Heu height 14.23 ft, 110
-last
4-s -zzw 1.x5 / 17e 1.60 0-16
rwoi = =
Occupancy Category II, Dead Load= 13.2
s-6 -talo 1.25 / e2 1.m 0.25
psf
Designed as Ha a ind Force Resisting System
ce cora.((((((aae�88aaa1aaIaaa!!! )/ '1m,tt. �((�0000m. fSi
- Low-rise and Components and Cladding
7-8-16B(I.80)/ z08r.80I 0.14
M.
Tributary Area = 51 sgft
a-9 -141 1.60 / 7ss o.4a
B 10 L37 1 60 / tete 1 z5 o SS
Vertical members exposed to wind: 7- 1
10-11 -200 1.60 / Is" l.zs 0.48
R
1.7
COLT. 0m,. / TENS. CSI
•Is" 1.25 / 1L4 1.00 0.73
I -a
-Bs L80 /
10x4 1.zs 0.41
2•8
-441 1.25 /
121 1.60 0.4e
z -a
3-9
•42 1.60 /
-B I.80 /
510 1.zs 0.za
an 1.25 0.ta
4-B
-508 1.L5 /
1L5 1.60 0.42
4.10
5.10
•B3 1.60 /
-z81 1.2.5 /
681 1.L5 O.as
lag 1.60 0. as
4X4
8- 9 T
5-0-3
1
2X4
5-10-15
1
13-10-15
3 4 5 6
7.00 5-4-8� -7.0
5X8 4X6
9-0-7
JSHIP
0-4-3
B1 B2
W:508 W:508
R:1380 R:1451
U:-101 U:-82
8-0-0 i 25-0-8
STUB 7 8 9 10 11
All connector plates are Alpine Wave 20 ga., unless preceded by "H' for High Strength 20 ga., "S' for Super
BUTTE COUNTY
BUILDING DIVISION
APPROVE®
1
268 - Homewood Truss
"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
cast: MILLRR
(CA)
"*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIR: Drive_9_0330815_1,00007-J00001
require extreme care in fabricating, handing, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component
W0: DriveM_0330815_L000
Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless
Dsgar: AW_ #LC = 46 WT/PLY: 185
v VTrusses
Tw
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
r1 f� r1
for permanent lateral restraint of webs shag have bracing installed per BCSI section. B3, 87 or 810, as applicable. Apply plates to each face of truss and
TC Live 20.00 psf
LiveDar L=I .25 P=1.25
IU^�\�`II
/�/
��
position as shown above and on the Joint Details report, unless noted otherwise.
TC Snow P 0.00 psf
(�
SnowDor L=1. IS P=1.15
fl III IIS 111
Alpine, a division of RTW Building Componertts Group Inc., shag not be responsible for arty deviation from this drawing, any failure to build the true in
TC Dead 14.00 psf
Rep Bbr Bad / Camp / Teas
AN RTW COMPANY
conformance with ANSI/TPI 1, or for handling, shipping, installation s bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineerfng responsibility
BC Live 0.00 psf
1.10 / 1.10 / 1.10
7870 N. Great SIN Pkwy. Grand Pralrfe, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI?PI f Sec.2
TRUSPLUS 6.0 VEE: T6.5.20,
For more information see this job's general notes Was and these web sites:
ALPINE: Mny, loineitw.rom: TPI: vmnv.tcirrstsra: WTCA:ymw.abeindusbv."r"• ICC:
Bld Code : CHC -2013
g
DBFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
Truss ID: B10
Cast: MILLEB
Qty: 1
BIG Z -LOC REACT SIZE REQ'D
1 0- E-12 457 5.50" 1.58"
TC 2x4 DFL 81 B Btr.
BC 2x4 DFL 41 B ltr.
Well bractu� required at each lueatioa ehowa.
® Refer to BCSI for proper required lateral
This deet based as chord bracing applied
per the following schedule:
2 8- 2.12 1891 5.50" 2.02"
WEB 2x4 DFL STANDARD
restraint. For alternative web bracing,
max o.c. from
to
3 33- 1.12 1427 5.50" 1.52"
MAR OEFUTON
Designed per ANSI/TPI 1-2007
see ITWBCGts standard detal Is.
TC E4.B0" lE- 6-
0 21- 4- 8
(eQan)
L/699 MFM 10-11 (LIVE)ILC 40
Bearings designed for as Fcpe7p value of aIle
lesser the truss lumber
Fabrication Toleranl:c = 20.0%
Bcr fatter) 2.00
UPLIFT REAMON(S) :
Support C4C Wind Non
L= -0.13" D= -0.12" T= -0.2511
of chord value or
625 for all bearings.
( =
Beier to aunt QC Detail Sheets for
-Wind
1 -46 lb
BC Live 0.00 psf
r-- I•f.t t.otlm
IPC/IBC truss plate values are based an
Cq factors and Rotational Tolerances.
2 -6z lb
0. C. Spacing 2- 0- 0
1 0- o• 0 7 aa- 4• s
testinvgg and approval as required INC 1703
Loaded for 10 PSF nae-eonturrent BCLL.
3 -80 lb
THUSPLUS 6.0 fie: T6.5.20
L B- x•14 a s- o• 0
7 IL- 0. 0 e B- L•12
and ANSI/TPI and are reported im R-1118.
Marls all interior heart locations.
HORIZONTAL REACTION(S)
4 1s- a• 4 l0 1B- e• 4
Drainage shall 6e rovided to avid ending.
PLATING BASED ON Gig( LUMBER VALUES.
Install interior support s) before erection.
Continuous lateral attached to
support 1 -178 Ih
3 1h
s E1- 4• B 11 14- e• 1
e a7- 1.10 1x 33- 4, a
This tensa is designed using the
restraint
flat TC aes indicated. Luber shall be
support .176
Olmru'� FORM'
ASCR7-10 had Specification
structural grade. Brace O 24" o.c. unless
JC c-ar. / 7®IL4. DOS'
1-z -ztw l.xs / se .7
fSt
o.a
B1 Brxloaed =Yee,
Bldg
noted.
za -101 l.zS / lee t.x5
/
0.a
Trans Location = Not Fad Rose
20 psf Live Load applied to bottom chord in
s•4 -1 50 1.13 t4s t.so
4-5 -1130 / 1q t.so
O.Ls
o.0
Category = C
.1% length = 68.00 ft, Bldg Width = 60.00 iY
accordance with IRC/IRC code provisions.
1.25
s•6 •1617 1.tt / t3L 1.80
O. LO
_
Mean roof height 13.8E ft, ■ h = 110
B•7 -L04x 1.L3 / Ile I.BO
0.x6
Occapancy Garagge II, Dead Inas = 13.2 psf
ce afa.((eua.)/ 7WI14. DDB. 61
Designed as Maialind Force Resisting System
B-9 -108(1.60)/ Los l.so 0.49
- Loa -rise and Components and Cladding
Sao ao t.6o / sla l.0 0.33
10-1 / 1x33 1.573
Tributary Area 87 sq ft
IISal
171x51.05
6x seta. am. / 7®t9. oro. c41
z -a ate l.0 / lu 1.60 0.13
a -e -tLaa l.Ls / sz 1.60 0.74
Sao -LB Iso / 1oz7 1.L3 0.42
,
4-l0 -mea 1.x3 / eL 1.60 e.z9
3-10 -171 1.80 / 31 1.a0 0.03
5-11 -49 1.60 / 678 1.x5 0.3B
8-11 •343 1.L3 / 147 1.60 0.1L
12-6-0
11-10-15
BUTTE COUNTY
4
7.00
-7.0
BUILDING DIVISION
9-4-8
5X6
APPROVED
5X6
1.5X3
���vvv
1.5X3
1.5X3
�-
-11
8-
-9
SHIP
-
2X4
1
3X8
x
x
0-4-3 2.5X4 I
6X8 3X4
0-4-3
W:508 8_2_12 W:508 W:508
R457
R:1891 R:1427
U:-46 U:-62 U:-80
WW
33-4-8
r8 9 10 11 12
are Alpine
as are to be
'H- for High Strength N ga., "S' for Super
T.
No. C 72160
CM11, P
q�OF
10/22/2015
26S - Homewoodrams
-WARNING!'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cast: MILLEB
(TCA)
'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_0330815_1,00007J00001
Trusses reQuire extreme care in /abricating, handing, sNpping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
WO: Drive_M_0330815_L000
Safely Information, b/ TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless
Dsgnr: AW #LC = 44 WT/PLY: 215
v V ra
noted otherwise, top chard shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
for lateral have installed B3, 87 870, Apply to face truss and
TC Live 20.00 psf
Sweets' L=1.25 P=1.25
n �� (� (-(�
II I� - I
permanent vetand n webs shall per other sections or as applicable. plates each of
position as shown above end an the Joint Details report unless no[etl otherwise.
report
TC SaaW P 0.00 psf
( f)
SaoWilar L=1.15 P=1.15
IIJ�\vl
Alpine. a division of ITW Building Components Group Inc., shall not be responsible tot any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 psf
Rep Mbr Bad / Comp / Tens
AN /TW COMPANY
conformance with ANSI/TPI 1, or for handing, shipping, installation 5 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.10 / 1.10 / 1.10
2620 N. Great SW Pkwy. Grand Prairie, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI/TPI 1 Sec.2
THUSPLUS 6.0 fie: T6.5.20
For more information see this job's general notes page and these web sites:
ALPINE: Mora "dine N+com: TPI: www brinstrn- WTCA: www abdndu,nn, or, ICC: www icoRfaon,
BI Code: CBC -2013
dg
DBFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
Truss ID: B11
Qty: 1
Q6 I -IAC REACT SIZE 1EQ'D
TC 2z4 DFL S1 a Sir.
Designed per ANSI/TPI 1-2097
This design based on chord bracing applied
1 0- 2.12 328 S.so. I. SO"
k 2a4 DFL BI N Btr.
Fabrication Tolerance = 20.0%
per the following schedule:
2 8- 2-12 1676 5.50" 1.78"
333- S.SO" 1.50"
WES 2x4 DFL STANDARD
Bearings designed for an Fcperp value of the
aa: o.c. from to
1.12 1079
NAY DEFLECTION (spas):
gcr (c$ factor) = 2.00
(creepva
Refer to Joint QC Detail Sheets for
lesser of the truss chord lumber let or
625 for all bearings.
TC 24.09" 9-19-15 18- 4- 8
UPLIFT REACTIONS) :
L/999 ilEl! 7-8 (LIVB)LC 41
Cq factors and Rotational Tolerances.
IRC/IBC truss plate values are based on
Support CNC Wind Nen-Wind
L= -0.10" D= .0.17" T= -0.28"
Loaded for 10 PSF nos-cancarrent BCLL,
testiag and approval as required by IBC 1703
1 -31 lb
�.M•let leeati•as -
Nark all interior hearing locations.
and I/TPI and are reported in R-1118.
2 -103 lb
1 0. O. O 9 33- 4- 8
Deataage shalt be rorided to avoid ponding.
Install Interior support(s) before erection.
3 -72 lb
Z s• a• o to e- o- 0
FLATIIi6 BASED ON r LUNBRR MRS.
Continuous lateral restraint attached to
EOBIZONiAL REALTION(S)
s e- t-112 v 8- 1-1L
4 1s,• o. a iL l4• x. 4
s,6
This truss, is designed using the
flat TC " indicated. Lumber shall be
support 1 -191 lb
aPPo
s 14- t• 4 is 20 -tum- 8
Y
ASCE7-10 Wind Specification
structural grade. Brace 0 24" o.c. unless
support 3 -181 Ib
o IS. 4• a . 27. 4. 8
Bldg Enclosed = Yes,
noted.
1.5X3
7 2a -to• a is ss,- 4- 8
Truss Location - Not Rad Zone
Not designed for attic storage unless
CILMCu14On FORM:
Category = C
noted otherwise.
7C CssP.
1.2 •121
em. Csl
1.L5 / 338 1.23 o.as
B�I g Length - 68.00 ft, Bldg Width = 60.00 ft
Hean height 13.82 ft, b 110
1 2X4
z-3 •1s,
t.co / 412 l.zs o.so
roof = =
Occupancy cat II, Dead Lo = 13.2 f
3.4 •la
1.60 / 374 1.23 0.14
Dea�as Hin�ind Force Iesisti S stt
ug
4.5 •we
s•e •ase
t.zs / lu iso o.ls
l.zs / 114 l.4 0.1r
Sumd y
-Low-rise and Cat4poumats and Cladding
0 -4-3
3X8
6-7 .934
t.x5 / 11th 1.60 0.15
Tributary Area = 67 sgft
0-4-3
1311
7.6 •1044 1.zs / 133 1.60 o.at
e-9 -Isss 1.xs / as 1.80 No
Nt
c eUN. / TNN9. 011th. ISI
IO -11
I1 -is
-IL7 1.60 /
104 1.00 O.L6
1.00
12-13
/
017 1.25 0.31
all
1s,-14
3 4
0.14
1265 1.25 0.14
14-15
_43(1.60)/
44i(1.60))/
IL67 1.25 0.28
W3
camp. UN. /
TM. DUN. CSI
L-11
-305 1.25 /
Ila 1.B0 0.00
a -ll
•l67 i.as /
43 1.80 0.07
1-11
4-12
-1171 1.25 /
-69 1.60 /
BL 1.80 0.71
1070 1.L3 0.44
S -t2
-alum 1.25 /
87 1.60 0.11
6-12
6.13
-497 1.64 /
-L51 1.25 /
32 1.80 a as
96 1.60 0.11
7-13
-59 1.60 /
597 1.23 0.L4
e -u
8-14
-s1s 1.2s /
/
137 1.80 0. so
21a 1.25 0.09
are Alpine V
as are to be
'H' for High Strength 20 ga., "S' for Super
8- -9
SHIP
BUILD Nj COUNTY
A��� BIvl`'0I
®VD
1
015
268 - Homewoodruss
9-10-15
Coat: MILLER
(TCA)
3-0-15
12-6-0
1
2
3 4
5
6 7
8
9
TC Live 20.00
7.00
lu�\vl I
��� ^ n
permanent restraint n webs shat per Cher sections or as applicable. plata each of and
posi2on as shown shwa and on Na Joint Details repos, uNass noted otherwise.
repon,
7.00
7.0
Alpine. a division of ITW Building Component. Group Inc.. shall not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 psf
Rep Kbr Bad / Coup / Tena
7-9-9
conformance with ANSIrrPI 1, or for handling, shipping, installation 8 bracing of trustees.
A seal on this drawing or cover page listing this drawing, Indicates acceptance o/professional engineering responsibility
BC Live 0.00 psf
1.10 / 1.10 / 1.10
2870 N. Groat SWPkwy. Grand Prairie, TX 76050
solely for the design shown. The suitability and use o1 this drawing for any structure is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
5X6
Designer per ANS11TP/7 Sec.2
TEUSPLUS 6.0 Vn: T6.5.20I
more information see this job's general notes page and these web sites:
ALPINE: wvw.aloin, itw.cam TPI: www taint on, WrCA wwvi sbeindaatv.orat ICC: www.icnafa oro
Bldg Code: CRC -2013
5X20
5
1.5
1.5X3
7- -11 1.5X3
>2.5X4
1 2X4
3X6
x
x
0 -4-3
3X8
6X8
3X8
1.5X3
0-4-3
1311
62
B3
W:508
8-2-12
W:508
W:508
R:328
R:1676
R:1079
U:-31
U:-1103
V-72
1H0
33-4-8
10A0
r10
11
12
13
14
15 t
are Alpine V
as are to be
'H' for High Strength 20 ga., "S' for Super
8- -9
SHIP
BUILD Nj COUNTY
A��� BIvl`'0I
®VD
1
015
268 - Homewoodruss
"WARNING!""" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
Coat: MILLER
(TCA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIF: Drive_N_0330815_L00007_J00001
extreme care in fabricating, handing, skipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
W0: Drive_B_0330815_L000
Safety Information, by TPI end WTCA) for safety practices prior W performing these functions. installers shall provide temporary bracing per BCSI. Unless
Dsgar: AW $LC = 42 W[/PLY: 2364
v VTrusses'luire
1r
noted otherwise, bum chord shat) have propertyattached structural sheathing and bottom chard shall have a property attached rigid ceiling. locations shown
for lateral have installed B3, 87 810, Apply to lace truss
TC Live 20.00
LiveSnowDar L=1.25 P=1.25
lu�\vl I
��� ^ n
permanent restraint n webs shat per Cher sections or as applicable. plata each of and
posi2on as shown shwa and on Na Joint Details repos, uNass noted otherwise.
repon,
psf
TC $aOW P 0.00 8f
( f)
$aOWDar 1=1.15 P=1.15
Alpine. a division of ITW Building Component. Group Inc.. shall not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 psf
Rep Kbr Bad / Coup / Tena
AN ITW COMPANY
conformance with ANSIrrPI 1, or for handling, shipping, installation 8 bracing of trustees.
A seal on this drawing or cover page listing this drawing, Indicates acceptance o/professional engineering responsibility
BC Live 0.00 psf
1.10 / 1.10 / 1.10
2870 N. Groat SWPkwy. Grand Prairie, TX 76050
solely for the design shown. The suitability and use o1 this drawing for any structure is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANS11TP/7 Sec.2
TEUSPLUS 6.0 Vn: T6.5.20I
more information see this job's general notes page and these web sites:
ALPINE: wvw.aloin, itw.cam TPI: www taint on, WrCA wwvi sbeindaatv.orat ICC: www.icnafa oro
Bldg Code: CRC -2013
DEFL RATIO: L/240 TC: L/2491
Job Name: MILLER RESIDENCE Truss ID: B12 Qty: 1
SIG I -LOC REACT SISB 1HQ'D TC zz4 DFL it i ttr. plates outside the truss perimeter an This design based n chord bracing applied
1 0- z-12 288 S.SO^ 1.5W" iC .4 DFL it i ltr. des igeed far the location shone only. per the Following schedule:
2 8- 2-12 is" S.50" 1.82" WEB
2x4 DFL STANDARD Tri■ to catch profile if necessary. Sam O.C. free to
3 33- 1.12 1048 5.50" 1.50" Fabrication Tolesumce = 20.0% Designed per ANSI/TFI 1-2087 TC 24.00" 7.10-15 15-10- 8
MAX DEFLECTION (spam) : In (creep factor) = 2.80 leerags designed for as Fcperp volae of the UPLIFT BEACIION(S) :
L/999 MEN 7.8 (LIVE) LC 41 Refer to Joint QC Detail Sheets For lesser of the truss chord lumber value or Support CRC Wind Non -Wind
L= .0.10" D= -0.18" T= •0.26" Cq factors and Rotational Tolerances. 625 for all hearings. 1 -19 16 .43 Ib
).i.t l.eatim a Landed for 10 PSF un-nneurreat ZCLL. 1BC/l1C truss plate valves are based on z -124 Ib
1 e• o- o s »- 4. 8 Korb all interior bearsmmgg locations. testinngg and approval as required by INC 1703 3 .70 16
z a• o- 0 10 a- s• o Iastall interior smppart(s) before erectisa. and AIVSI/TPI and are reported in HSR -1118. RORIBON'[AL 1EALTION(S)
a 7- s- 0 11 6- o• o Continuous lateral natraiet attached to Was a shall be provided to avoid I s rt I -190 Ib
4 f• 1.It It
f- 0 nag pp pond el' Opo
s 11.11- 4 I3 13.10- a Rat TC as indicated. Lumber shall be PLATING BASED ON GREEN LUBBER VALUES. support 3 -180 Ib
0 Is -la• a u In 40
f at.actoral grade. Bran 8 24" o.c. ®less This truss is designed using the
7 z••to- f I3 z7- a s catnd, ASCE7-10 Wind Specification
13
CRITIPU MMMn FORM: f Not designed for attic storage unless Bldg Enclosed = Yes,
it con. . / TM. fun. .1 noted otherwise. Truss Location = Not End Zone
1-z •6• no / 495 I.. 0.40 Category = C
za 7 1.60 / 301 1.. 0.41 B�Idg Lem - 68.00 ft, Bldg Width = 60.00 ft
3-4 •4 1.ea / In 1.z3 o.z4 Hese cos bei t 13.82 Ft, h = 110
4.5 .5 l.g• / 546 1.15 0.z4 13b = qq
5-6 •051 t.23 / as l.eo 0.12 Occupancy Cateegg• II, Dead Laad = /S.2 psf
6.7 -a40 t.zs / ul I.60 o.Is Designed as Me for;
Force Resisting System
7-f 994 i.zs / i2 I.60 0.30 _ Lou -rise and Components and Cladding
0-9 -1500 t.0 / is 11.60 0.29 Tributary Area = 67 sgft
aC LTIil. 501. / TWIL4. CSI
10-11 -353 113 / of Lso o.z11
u -1z -sa4 1.zs / IIT L60 0.24
1z-13 ax Lglo / zr4 Lzs o.0
13- 14 / saz Lzs o.zf
u -1s _aetl.eq/ tzl7l.zs o.zf
Isar s4 Leo / ate Lzs o.ze
1f colu.pilij/ Tau. DUs. CS 2-11 / 144 1.23 O.o6
z-Iz -4p Lzs / III I.60 0.14
4-1z -364 i.zs / z1 1.so o.0
S_12 az57 1.25 / 120 1.60 0.75 7-10-15 5 0-0 I 12$-0
3-13 if I So / 504 1.23 0.37
sus -sal 1.zs / 77 I.so 0.20 1 2 5 6 7 8 9 BUS
sa4 aso i.zs / 7T 1.60 o. is BUTTE COUNTY
i
7 -341.66 , 103 I,as o.2D 7.00 7-10-8 7.00 7 BUILDING DIVISION
336 I.zs / 133 I.60 a.si
e -Is / zzs I.zs a.os
5X6 A
1.5X3 PPROI/M
4 4 4X SX
2.5X4 2.5X4
7- -1, g_2_g
1 I SHIP
2X4 3X6 1
x x
0-4-3 1.5X3 5X6 3X8 1.5X3 0-4-3
131 3X1 B2 B3 �01
W:508 g-2-12 W:508 W:508(� T. TqN
R:268 R:1804 R:1049
U:43 U:-124 U:-70
1H0 1A0
33-4-8
r10 11 12 13 14 15 16 No. C 72 660
are Alpine V
es are to be
'H' for High Strength 20 ga., 'S' for Super
CIV P
10/22/2015
268 - Homewoodruss
"'"WARNING!"' READ -AND FOLLOW ALL NOTES ON THIS DRAWING!
chat: Il1LLEB
(CA)
""IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: ve_M_0330815_L000O7J00001
/\
Trusses require extreme care in fabricating, handing, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Buildng Component
W0: Drivive_M_0330815_L000
//��\\�
Safety Information, b/ TPI and WTCA) for safety practices prior to performing these functions. Intaffers shall provide temporary bracing per SCSI. unless
Dsgnr: AW OLC = 42 WF/PLY: 223
la
noted otherwise, top chord shell have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
SCSI 63, 87 B70, Apply to face truss
TC Live 20.00 psf
- -
LiveSnowDur L-1.25 P-1.25
I�t��\V\I1iI
��� r� ri f�
for permanent lateral vetand n webs shall have bracing finless n per sections or ea applicable. plates each of and
positlon ea shown above and on me.loint Details report unless rested otherwise.
TC Snow(P� 0.00 psf
SnoWDttr L=1.15 P=1.15
IIL'L��_
Alpin. a division of ITW Building Components Group Inc., shag not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 psf
flop Mbr Bnd / Coop / Tens
AN /TW COMPANY
conformance with ANSI/TPI 1, or for handling, shipping, installation S bracing of trusses.
A seat on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.10 / 1.10 / 1.10
7670 N. Great SW Pkwy. Grand Prefrfe, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 01 0
Designer per ANSI/TPI t Sec.2
THUSPLUS 6.0 VER: T6.5.20
For more information see this job's general notes page and these web sites:
Bldg Code: CHC -2013
RATIO: L/240 TC: L/24
wcsafnem
ALPINE: wwwalonriwcomtTIN,wwtsinstore WTCAwwwabeindasMoretlCC:wwwic
DEFL
Job Name: MILLER RESIDENCE Truss ID: B13 Qty: 1 1
ni; I -LOC REACT SM REQ'D
1 0- 2-12 4S3 5.50" 1.50"
2 8- 2-12 2087 5.50" 2.23"
3 33- 1.12 1037 5.50" 1.50"
MAI DEPLFrf1ON (span) :
L/999 M 6-7 (LIVE) LC I
L= -0.11" D= -0.18" T= -0.28"
1.1.1tIautlm
i a- 0. a t -t -o
z s- e- a to s- 7. 4
3 ■. t•u 11s- 1 -IL
13-10- S 1L 13-10- t
s 17. 7• t 33 za-m- 8
o zoao- a 14 z7- a- a
7 27. 4. o Is as a- e
1-x
3--43
z
a -S
s -a
Da
7-8
9•tD
lo•u
11
•13
11.13
13-u
t4 -t3
tt
L•10
z -II
3.11
3.1L
4-Iz
3.12
s-13
6.13
7.13
7-14
701L4. ODs. fsI
390 l.as a.zs
too 1.x5 0.a3
9 1.'a 0.a7
158 1.60 0.1E
138 1.60 0.11
las 1.60 0.35
94 I.00 0.11
7FNel (}SS(WII.5t0Oo )11) { 00f:N
0.16
to7 1.zs o.as
news l.zs 0.at
IL00 I.LS 0.2t
TENS.(ODs.CS
an 0.901 0.13
0.z9
117 1.90 0.33
178L x.23 0.7L
I3B 1.90 0.13
to 1.x5 o.07
so 1.60 0.1/
sea 1.zs 0.11
137 1.90 o.s1
a.. 1. o.09
TC 2x4 DPL i1 iBtr.
BC 2x4 DPL AI a Btr.
WHY 2x4 DPL STANDARD
Fabrication Tolerance = 20.01
Icr (creep tactor) = 2.00
Refer to Joint QC Detail Sheets for
Cq factors and Rotational Tolerances.
Leaded for 10 PSF moa-caarnrrent ICU.
Bark all interior bears loeationm.
Insprtall interior smptt before erection
Permanent bracing is rcgafired to
lWpvent rotation/toppling. See
and ANSI/TPI 1.
PLATING RASED ON GREEN LUMBER VALUES.
Not designed for attic storage unless
noted otherol".
Plates outside the truss perimeter are
designed far the location shoon only.
Trim to match profile if oescessary.
Designed per ANSI/TPI 1-2007
Bearings designed for an Pcperp value of the
lesser of the truss chard lumber value or
625 for all be"Ings.
IRC/DC truss plate "lues are based on
testi and appro"t as required by IRC 1703
and I/TPI and are reprted is 8-1118.
Draimage shall be provided to a"id ponding.
Continuous lateral restraint attached to
flat TC as indicated. Luber shall be
structural grade. Brace 0 24" o.c. unless
noted.
► 5-10-15 7-0-0 12-"
1 2 3 4 5 6 7 8
7.00 7-10-8 7.00 7.0
5X6
160# 2.5X4
7-J 5 3X 4X 2A
1 2X4
0-4-3 1.5X3 T 7X8 3X8 1.5X3
This design based an chord bracing applied
""WARNING!"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
per the following scbedmle:
sax o.c. from to
(TCA)
TC 24.00" 5.10-15 13-10- 8
DIR: Drive_M_0330815_L00007,j00001
UPLIFT REACTION(S)
Trusses require extreme care 11fabricating, handin,, shipping, insmDng and bracing. Refer to and follow the latest edition of BCSI (Building Component
Support CAC Wind Non -Wind
1 -14 Ib
Dsgmr: AW LLC = 42 111 PLY: 221
2 -109 Ib
noted othervrise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown
lace
TC Live( 20.00 ppsf
LiveDor L=1.25 P=1.25
HORIZONTAL REALTION(S)
for permanent lateral restraint n webs int have report finless n per BCSI sections B3,87 or 870, as applicable. Apply Plates N each of truss and
position as shown above and on Ua Joint Details report, unless rotetl oNeMise.
support 1 -190 Ib
SnoWDur L=1.15 P=1.15
support 3 -190 Ib
Alpine, a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing, any failure to build the truss in
This truss is designed using the
Rep Mhr Rod / Comp / Teas
ASCET-10 Wind Specification
conformance with ANSIrl-PI 1, or for handling, shipping, installation 6 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance o1 professional engineering responsibility
Bldg Enclosed = Yes,
1.00 / 1.00 / 1.00
Trans Location = Not End Zone
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
= C
0. C. Spacing 2- 0- 0
W1Category
l g Length = 68.00 ft, Bldg Width = 60.00 ft
Designer per ANSI/TP/7 Sec.2
Heaa roof height = 13.82 ft, mph 110
Densaegrynd'oreisigS
Ind FcResisting
itieigned
For mora information see this job's general notes page and Nese web sites:
APINE:wawaIpMeta MTPI:wwwtonst"ra WTCAyKAVehrindervere ICC:wvwiccsafeora
aHao®
- tau -rise and Components and Cladding
DBFL RATIO: L/240 TC: L/24
Tributary Area = 77 agqft
------ - --- LOAD CASH 41 DESIGN LOADS ----------------
Dir L.Plf L.Loc R.Plf R.Ioc
LL/T1.
TC Vert 84.00 - 1- 0- 0 84.00 0. 0. 0
0.48
TCVert 68.00 0. 0- 0 68.00 33- 4- 8
0.59
TC Vert 84.00 33- 4- 8 84.00 34- 4. 8
0.48
BCVert 48.00 0- 0. 0 48.00 8- 0- 0
0.00
K Vert 16.00 8- 0- 0 16.00 33- 4. 8
0.00
Type... lbs I.Loc LLRL Fastener
TC Vert 0.0 0- 2-12 1.00
TC Vert 180.0 6. 0. 0 0.48
TC Vert 0.0 33- 1-12 1.00
BUTTE COUNTY
BUILDING DIVISION
8-2-9SHIP JAPPOD
=1
0-4-3/c,tccc��
3x4
W
W:508 8-2-12 W:508 W:508
R:453 W: W:R:2087 R:1037
U:-14 U:-108 U:-68
1H0 1H0
33-4-8
9 10 11 12 13 14 15 '
are Alpine 1
as are to ba
"H' for High Strength 20 ga., "S' for Super
�Y �V.T.rg�l
No. C 72160
A
cmi, P
q�OF F
10/22/2015
268 - HomewoodIvss
""WARNING!"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
Cast: ULLER
(TCA)
"*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIR: Drive_M_0330815_L00007,j00001
Trusses require extreme care 11fabricating, handin,, shipping, insmDng and bracing. Refer to and follow the latest edition of BCSI (Building Component
W0: Drive_B_0330815_L000
Safety Information, by TPI and WTCA) for safety practices prior to performing Nese functions. Installers shall provide temporary bracing per BCSI. Unless
Dsgmr: AW LLC = 42 111 PLY: 221
v V
noted othervrise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown
lace
TC Live( 20.00 ppsf
LiveDor L=1.25 P=1.25
lu�\vI I
��� ^ t7
for permanent lateral restraint n webs int have report finless n per BCSI sections B3,87 or 870, as applicable. Apply Plates N each of truss and
position as shown above and on Ua Joint Details report, unless rotetl oNeMise.
TC SnowP 0.00 sf
f
SnoWDur L=1.15 P=1.15
Alpine, a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 psf
Rep Mhr Rod / Comp / Teas
AN ITW COMPANY
conformance with ANSIrl-PI 1, or for handling, shipping, installation 6 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance o1 professional engineering responsibility
BC Live 0.00 psf
1.00 / 1.00 / 1.00
7810 N. Great SW Pkwy. Grand Prairie, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI/TP/7 Sec.2
TRUSPLUS 6.0 VER: T6.5.20
For mora information see this job's general notes page and Nese web sites:
APINE:wawaIpMeta MTPI:wwwtonst"ra WTCAyKAVehrindervere ICC:wvwiccsafeora
Bldg Code: CBC -2013
DBFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
UG I -LDC
REACT SLZH BEQ'D
Tc Zx4 DPL #1 4 Btr.
1 0- 2.12
1688 5. SO" I.50"
BC 2x4 DPL #1 t Btr.
2 21- 0. 4
1668 5.50" 1.56"
278 DPL #2 11-2
MAX DEFLECTION
(epee)
-LC
2x4 DPL STANDARD 17.6
L/696 HEM 4.5
(LIVE) 1
WEB 2.4 DFL STANDARD
L= .0.13" D=
.0.27" T= •0.41"
Rcr (creep facter) = 2.00
= J•tnt I-tim
=
IRC/IBC truss plate values are based on
1 0- o- a 11
z 2. 1- 1L
2. 1.14
z•
testing and approval as regmired by IRC 1703
and AN I/7PI and aro reported in ESR -1118.
0
7 S. 0- a 13
4 S. e- o u
4. 4. 0
V40
s• D- s
Drainage shall be provided to avoid pending.
° N Thio
5 11- o- 0 1s
a 13. 1 -IL IO
it- 4. 8
/7. 1 -IL
Permanent bracing is rewired to
prove.[ rotation/toppling. bee
7 l9- 3- 0 17
a It. s• 2 to
922- e- 0 1s
u• 11.12
ta- 3. 0
u• e• 2
iCSI and ANSI/1'PI 1.
Continuous lateral restraint attached to
to o• o• 0 zo
x2- o• 0
flat TC as indicated. Lumber shall be
CILMCAL �II FORM:
4as
structural grade. Brace s 24" e.c. unless
7C mar. sus.
/ Tins CSI
rated.
I -L -1901 1.x9
2.3 •3971 1.zs
/ it Lae e.7s
/ to 1.ao 0.79
PLAYING BASED ON GREEN LUMBER VALUES.
3-4 -1491 LL5
4-s •2987 1.zs
/ tt3 1.8• O.it
/ 145 1.a 0.32
2 -PLY? Nail w/IOd COMMON, staWred(per NOS)
i■: TC- 2 BC- 2 WEBS- 2 PER FOOT?
s-6 -4022 l.xs
/ 149 1.60 e.xs
Closter screws, if shown, are 3" long.
s-7 -3x97 1.25
7-a -x476 1.x9
/ 148 1.00 0.16
/ ui 1.x9 0.07
rug
Not designed for attic storage unless
8-9 -2576 1.z5
/ e7 1.66 0.14
noted otbervise.
at
/ TW. OUR. CSI
COND.r..01
10-11
-23e/
lr9 1.x5 0.18
11-12
13-13
-1s/
-eae/
el I.xS 0.38
77x8 1. ZS 0.4z
13-u
-a50/
rr 1.29 o..
u-ls
zo0/
-s1/
stta .z.26is-1i
sur i.z5 o.2a
la -17
/
so 1.25 o.x7
17-18
for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83. B7 or B10. as applicable. Apply plates to each face of truss and
Is I.LS 0.03
18-19
19-20
--L(I.aO)/
44 I.60 /
43 1.60 /
LIsB t.Ls O.LO
1157 1.25 o.LB
n
an. pDa.i/
TESS. DIN. CSI
12-2
/
54 1.25 0.29
18-a
•4r I.xs /
39 1.60 O.L3
s -I3
3-14
-14 i.Go /
•1257 1.z5 /
179 I.as o.08
as 1.60 0.03
4-14
7 1.60 /
9171.15 0.19
4as
44 1.60 /
u99 1.a o.z4
5 -15
gas
-ass Lz5 /
-19 1.60 /
r 1.80 o.a
416 1.25 0.03
7-16
-52 1.60 /
1946 1.25 0.40
16-18
7-18
a1 1.60 /
•341 1.x3 /
2028 1.23 0.41
Is I.6o 0.03
ea9
a 19
•143 1.60 /
-45 1.xs /
54 1.60 0.01
so 1.25 0.01
Truss ID: C01
••(PM] -PLATE MONITOR USED -See Joint Report"
DesifV per ANSI/TPI 1.2007
Fabr eatium Tolerance = 28.0%
Bearings designed for an FcPerp value of the
lesser of the truss chard lumber value or
625 for all bearings.
Refer to Joist QC Detail Sheets for
Cg d factors aRotational Tolerances.
Leaded for 10 PSF BCIL.
♦. 4 . 2 1 4# i♦♦♦♦♦ 4 F i f
Nast
Pattern shaum is For PLP leads and
ppooint loads converted to PLF loads only.
Cssceatrated leads shall be distributed to
each :gun
Ply ny. multi -fly with ro
hungers a
based am banger mils as�ag 3.0" nais sig.
into the carrying sexier.
If shaum, use additional fasteners for point
loads free the back plys, distributed sym.
is the chards, within 12" oP barer fl e.
IF 2.5" GUN NAILS ARE USED, ANY NIEL CLOSTBH
AMOUNTS SHOWN shall BE INSTALLED FROM THE
FRONT AND BACK FACE EQUAIJ,Y(TOTAL NAILS =
DOUBLE In AMOUNT SHOWN), 3 PLY OR LESS.
IOW = 10d MALLS, SDS = Si peon SDS screws
or equivalent substitute.
(•) = Special Connection Req. (by others)
NAIL Were
shaum is based on:
10d BILI = 0.128" die. If 3.0" long mil
5-1D-15
2-PLYS 1 2 3 5 6
REQUIRED f 7.00 (.� 10-0-0
180# i 2.5X4 180#
2.5X4
3_g_g R7X8
1 2.5X4
= 1.5X 2.5X4 3X8
0-4-3 6X6 0-10-0 5'
B1
W:508
R:1666
U:-92 2-5-8
11-01 10-6-8
22-0-0
10 112 13 14 15
5-10-15
7 8 9
7.0
2.5X4'-
9-0-0
167 18 19 20
This design rased an chord bracing applied
per the following schedule:
pax a.c. froze to
TC 24.00" 5.10-15 16- 0- 0
UPLIFT BEACIION(S) :
Support C&C Wind Non -Wind
1 .92 Ib
2 -92 lb
This truss is designed ming the
ASCE7-10 Wind Specification
Bldg Enclosed = Yes,
Truss Location = Net End Zone
Category = C
Bldg Length - 68.00 ft, Bldg Width = 66.00 tt
Wean roof height = 11.00 ft, ph - 110
Occupancy Cateeggory II, Dead Load = 13.2 psf
Designed as limn ®lad Force Resisting System
- Low-rise and Components and Cladding
Tributary Area = 75 sgft
#1 hip girder supports 6-0.0 setback corner
set and end jacks one face and 2-0-0
tributary length split TC/RC opposite face.
conventional framing by others.
BUTTE COUNTY
BUILDING DIVISION
APPROVED ED
SHIP
2 1
0-4-3 �dFESSI
82Y
w:soe T. Tidy
R:1666
U:-92 tit
No. C 72160
`c[li
OF InA I
All connector plates are Alpine Wave 20 ga., unless preceded by "H' for High Strength 20 ga., "S" for Super 10/22/2015
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
268 - HomewoodTross
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAW/NGI
Cast: MILLER
(CA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIE: Drive_9_0330815_L00007_J00001
^
Trusses require e7trema care in fabrica110. handing, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
W0: Drive_M_0330815_L000
Safety Information, by TPI and WTCA) for safety practices prior to performing Nese functions. Installers shag provide temporary bracing per BC51. Unless
Dsgnr: AW #LC = 40 WT/PLY: 1564
v V >V
noted otherwise, top chord shall have properly attached structural sheathing and bottom chard shall have a properly attached rigid ceiling. locations shown
r� ri
for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83. B7 or B10. as applicable. Apply plates to each face of truss and
TC Live ZO.00 psf
LiveDar L=1 . Z5 P=1.25
Q IUI��\V\IJII
���
position as shown above and on Me Joint Details report, unless noted otherwise.
TC Snow(Pf) 0.00 psi
SnowDDr L=1. I5 P=1.15
Alpine, a doAsion of ITW Building Components Group Inc., shag not be responsible tot any deviation from this drawing. any failure to build the truss in
TC Dead 14.00 psf
Rep Mlbr End / Comp / Tens
AN ITw COMPANY
c-f-ance with ANSIrTPI 1, or for handling, shipping, installation S bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.00 / 1.00 / 1.00
2620 N. Great SW Pkwy. Grand Prattle, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responslblllly of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSbTPI I Sec.2
TRUSPLUS 6.0 VER: T6.5.20
For more information see gums job's general notes pa0e anti these web sites:
A"..:wwv.eloneiw.eom:TPl: WTCA ICL:
Bldg Code: CRC -2013
DEFL RATIO: 1/240 TC: L/Z401
Job Name: MILLER RESIDENCE Truss ID: CO2 Qtv: 1
R6 I -LOC RUC[ SLZE REQ'D
1 0- 2-12
1008 S. SO" I.SO"
2 21- 9- 4
1008 5.50" 1.50"
EAK DEFLECTION (sp
-LC
L/999 HEM 4-5
1
(LIME))
L= .0.07" D= -0.14" T= -0.21"
-- J.t.t la stless -
i o- o- 4 Is
z 1-10- s u
1-10- s
3- 3.12
3 3- 3-12 12
a- 3-ia
4 1-9-0 13
7-e•0
5 12- I-12 14 Ix- 1-12
a u- 3. 0 15 lz- 1-1z
7 r- s- z le 13. 0
s zz• o• o n rr- e- z
s o- e- o is u• o• o
CRM&t Y1 Mn rotttYsr
Tc COY?. /
TM.
LSI
1•z -13ez Las
conformance with ANSIrTPI 1, or for handling, shipping, installation 8 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
o.n
L.3 •2401 I.Ls /
3.4 -1537 I.Its /
Ise 1.80
No 1.80
0.10
0.17
4-5 -1376 I.Its /
146 1.an
0.19
5-e •i»1 1.Its /
146 1.80
0. 12
sa -lzos 1.ss /
7-8 -1431 1.75 /
I17 Lso
104 1.80
0. as
0.14
iC COY?. sus. /
TW. DUI. CSI
9.10 -65 1.80 /
1143 1.25 0.25
10.11 •9 1.80 /
11 1.25 0.08
.1-12 /
1z-13 •112(1.80)/
47 1.25 O.3I
2132 1.25 0.32
13-14 -S 1.6D /
1250 1.25 O. L4
14.15 /
23 1.as 0.13
its 16
18-17 48((1.803/
30 1.E5 O.OB
1/80 1.23 0.18
--1(1.60)/
17.18 a5 1.60 /
1181 1.E5 ( LS
0 coYr. all. /
TEO. DURCST
Iz•3 -a 1.60 /
487 l.as li
14.5 -246 1.625 /
zoo -763 1.xs /
7s 1.60 0.13
ss Iso o.os
z-lz -5s I.sO /
8T7 1101 o.40
lo•Iz 73 1 so /
1266 1.x5 0.52
3.13 -884 1.25 /
4.13 /
131 1.80 0.31
374 i.x5 0.15
4.14 -71111.66001//
153 1.zs 0.06
6-u .44oo
sae 1.zs o.2s
14.16 0L/
8.16 -1451.25/
1020 1.Its o.41
38 1.60 0.05
7-16 -ass1.25/
78 1.80 0.08
7.17 /
Ill 1.x5 0.05
TC Zx4 DFL 01 Itltr.
K Zx4 DFL 41 i Rtr.
2x4 DFL STANDARD 11-3, IS -5
WEB Zx4 DFL STANDARD
Ker (creep factor) = 2.00
IRC/IIC trines plate values are based on
testi and approval as required by IRC 1703
and AN I/'TPI and are reported in RSR -1118.
Continuous lateral restraint attached to
flat TC u indicated. Lumber shall be
structural grade. Brace 0 24" o.c. unless
noted.
Not desipped for attic storage mls
es
sated atieraise.
DeslIV per ANSI/TF1 1-2007
Fabrication Tolerance = 20.0%
Bearings designed for an Fclerp valve of the
lesser of the less cbord lumber value or
625 for all bearings.
Refer to joint QC Detail Sheets for
Cq factors and Rotational Tolerances.
Loaded for 10 FSF non -concurrent BCLL.
Drainage shall berovided to avoid ponding.
PLATING RASED ON Gtr LUMBER VALUES.
This truss is designed ening the
ASCE7.10 Wind Spee fieation
Bldg Enclosed =Yes,
Trans Location = Not End Zone
Exp Category = C
Bldg Length - 68.60 ft, Bldg Width = 60.00 ft
Ea- roof height = 12.48 ft, mph= 110
Occupancy Category II, Dead Load = 13.2 psf
Designed as Maio Wind Farce Resisting Systes
Low-rise and Components and Cladding
Tributary Area = 44 sgft
5 1 7-10-15 r
1 2 3 5 6 7 8
7.00 6-0-0 -7.0
T4X 1.SX X6
2.5X4
4-11-9 2.5X4
3X4
t
= 3X6 5X8 3X4 5X8 3X6
0-43 3X6 0-10-0 2.5X4 1.5X3
B1 2.5X4 3X10
W:508
R:1008
U:-83 t 3-5-8 r 10-0-0 r
10 112
Al Connector plates are Alpine Wave 20 ga., unless
Strength 18 ga. Plates are to be positioned per Joint
8-6-8
22-0-0
13 145 16 17 18
by 'H" for High Strength 20 ga.,'S' for Super
This design based as chord bracing applied
per the Following schedule:
sae O.C. fran to
TC 24.00" 7-10-15 14- 0- 0
UPLIFT REACTION(S) :
Support CRC Wind Non -Wind
1 -83 16
2 -9.7 lb
RORIZONIAL REACTIONS)
support 1 113 lb
support 2 -113 Its
BUTTE COUNTY
BUILDING DIVISION
APPROVED
E®
5-6-7
SHIP
2 111
0-4-3
W:508
R: T.
R:
TqN
8:1008
U:83 a Jim
No. C 72160
CN{L P
OFCAUF
10/22/2015
268 - Homewood Truss
"WARNING!'" READ AND FOLLOW ALL NOTES ON THIS DRAWINGi
Cast: MILLER
(CA)
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_O33081S_L000071J00001
Trusses require e,,,*,, care in fabricating, handing, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Builring Component
W0: Drive_M_0330815_L000
Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless
Dsgnr: AW $LC = 40 Wr/PLY: 162
ra
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached dgld telling. locations shown
for lateral have installed B3, 87 BIO, Apply to lace truss
TC Live 20.00
LiveSnowDar L=1.25 P=1.25
17 �� r� rl
I� � I
permanent restraint n webs shall per the sections or as ,applicable. plates each of and
position as shown shove eM on the Joint Details report unless rwtetl otherwise. -
report
psf
TC Snout 0.00 of
(Pf
$aoWDor L=1.15 P=1.15
II
II,I�wI
Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure to build the puss in
TC Dead 14.00 psf
Rep Mbr End / Cofflp / Tens
AN ITW COMPANY
conformance with ANSIrTPI 1, or for handling, shipping, installation 8 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.10 / 1.10 / 1.10
2820 N. Groat SWPtwy. Grand Prolne, TX 78060
solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
DeslgnerperANSI/TPI 1 Sec.2
TEUSPLUS 6.0 VER: T6.5.20
Far more information see this joD'e general notes page and these web sites:
ALPINE:ypepOalmapltlLGgIIl TPI: WTCA www-sbcindusW.are: ICC:wvPaietaele.ora
Bldg Code: CRC -2013
DEFL RATIO: L/240 TC: L/241011
Job Name: MILLER RESIDENCE
Truss ID: CO3
Qty: 1
BIG I -LOC REACT SIZE REQ'D
TC 2x4 DFL 41 4 itr.
••[PH)=PLATE MONITOR USED -See Joint Report-
This deal� based um chard bracing applied
1 0- 2-12 1008 5.50" 1.50"
BC 2x4 DFL 41 a tr.
Designed per ANSI/TPI 1-2007
per the following schedule:
2 21- 9. 4 1008 S.SO" 1 -SB"
2x4 DFL STANDARD 11.3, 16-6
Fabrication Tolerance = 20.0%
WILIK e.C. f va to
HAI DEFLECTION (span) :
L/608 HEN 4.5 IC I
WEB 2x4 DFL STANDARD
Bearings designed for as Fcperp value of the
TC 24.00" 8-10-15 12- 0- 0
(LIVE)
I= -O.OS" D= -0.11" T= -0.16"
ler (e��ep tatter) - 2.00
Refer to Joint QC Detail Sheets for
lesser of the truss chord lumber value or
b
625 for all bearings.
RBA
UPLIFT CIION(S)
Support C&C Wind Non -Wind
jultt Locations =
Cq factors and Rotational Tolerances.
CYC/IBC toss plate values are based on
1 .70 lb
i e- e- o 10 1-10- a
Loaded for 10 PSF lien-cexmrent BCLL.
testiogI/7PI approvali ed
nan as
70 lb
z 1.10- a u x- 1.1L
Drainage shall be provided to avoid ponding.
and AANNSS reported ES,%,1?�
HORIZONTAL R (S)
z z- 1-u 1x 1- s -lx
4 s•It- 4 t3 s-tt- 4
This tress is designed using the
n8
PLATING RASED ON GREEN VALUES,
awPe rt 1 14S Ib
s s- s- 0 14 s- s- o
ASCE7-10 Wind Specification
Net designed for attic storage unless
support 2 -145 lb
a 1z• 3- 0 is 12. 3-10
■ldg Enclosed = Yes,
noted otherwise.
377 1.25 0.15
7 I6- s- z to lz- 1-tx
Truss Location = Not End Zone,
loo Iso o.a
107 1.60 o.0
15-17
7.17
a zz• o- 0 17 1a- e• z
9 O- 0- 0 la BE. 0. 0
Category = C
CRITICAL I�iO FORM.
tl Length = 68.00 ft, Bldg Width = 60.00 ft
T1 CNR. / TEES. m. LSI
l -z -13x4 1.z5 / Be L60 o.0
/
Mena roo height = 13.06 ft, n*b = 110
0 Gte�ory II, Dead Load = 13.2 of
x-3 -x174 F.122 1.90 0.0
3.4 •1730 1.L5 / 92 /.B0 0.10
Designed Hain ®inti Force Resisting System
)i�d ]�
4-s -1x19 l.ss / 106 1.60 0.08
-Ina-rise and Components and Cladding
s-6 -tozs l.zs / 110 1.80 O.os
Tribe" Area = 44 sqft
9-7 .14SS 1.L4 / 197 1.60 0.16
7-8 -14» l.zs / a l.eo o.la
aC
COMP. (00I1.)/ TENS.111111111, GS0-10
10-u-4
60((1.80/
1.80 /
11471.x5 O.LS
701.11 o.02
11-1L
/
471.x50.Jl1,-11z091/.zs00.26t3-u
Trusses require coronae care in fabricating, handing, shipping, installing and Mating. Refer to and follow the latest edition of BC51 (Building Component
W0: Drive_M_0330815_L000
Safely Information, by TPI and WTCA) for safety pracEces prior to performing these functions. Installers shall provide temporary tracing per SCSI. Unless
34 L60 /
1433l.zs o.to14.1510L2l.xs 0.18IS-19
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown
/
681.35 0.14IB-17-1(1.60)3z1.If
for permanent lateral restraint webs shall have bracing Installed per SCSI sections 03,87 or 810, as applicable. Apply plates to each lace of truss and
0.11
l7 -la
44(1.80)/
11651.Is 0.21
O
COMP. DOR. /
TENS. gt. GSI
13-3
29 1.60 /
499 1.25 a.ds
15-9
L-10
-x5 1.60 /
•773 1.23 /
343 I.zs 0.x8
63 1.60 O.OB
1-11
-29 1.60 /
931 1.25 0.38
10 1
-90 l.so /
1z74 /.zs o.sz
s-ls
4-13
-sso 1.zs /
-L 1.60 /
as L80 o.0
338 1.25 0.14
4-14
-SEI I.Z5 /
96 1.60 0.18
s-14
-10 1.60 /
377 1.25 0.15
6.14
7-ls
-93 1.90 /
-zoo 1.23 /
loo Iso o.a
107 1.60 o.0
15-17
7.17
-45 1.80 /
.123_1. Z5 /
1154 1.25 0.47
sz 1.60 0. oz
6-1-9
9-10-15
1 2 3 4
7.00
2.5X4
9-10-15
6 7 8
F2:Q_-0j 7.0
1 6X10
2.5X4 /
3X4
= 3X6 5X82.5X4 3X6 g��]3X6 =
0-4-3 3X60-10-0 5X 2,5X4 4X4 0-4-
B1 2.5X4 B2
W:508 W:508
R:1008 RA 008
U:-70 3-5-8 10-0-0 U:-70
6-6-8
22-0-0
9 10 112 13 14 156 17 18
6-8-7
SHIP
BUTTE COUNTY
BUILDING DIVIS.01ON
All connector plates are Alpine Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super 10/22/2015
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
268 - Homewood Truss
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cost: MILLER
(CA)
**IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIR: Drive_M_0330815_L00007J00001
Trusses require coronae care in fabricating, handing, shipping, installing and Mating. Refer to and follow the latest edition of BC51 (Building Component
W0: Drive_M_0330815_L000
Safely Information, by TPI and WTCA) for safety pracEces prior to performing these functions. Installers shall provide temporary tracing per SCSI. Unless
DsW: AW #LC = 40 WT/PLY: 1684
vj7 V rV
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown
TC Live 20.00 ppsf
LiowDar L=1.25 P=1.25
for permanent lateral restraint webs shall have bracing Installed per SCSI sections 03,87 or 810, as applicable. Apply plates to each lace of truss and
Q IUt��\V\I-Ill
n
position as shown above and on the Joint Details raporL urticas rested otherwise.
TC SnowP 0.00 8f
(f
SnOWDur L=1.15 P=1.15
Ill�r�
l.��o
Alpine, a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 8f
P
Re MbBad / Co / Tens
P r �P TensA
AN /TW COMPANY
conformance with ANSI TPI 1, or for handling, shipping, installation s Mating of trusses.
seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.10 / 1.10 / 1.10
2878 N. Great SWPkwy. Grand Preirfo, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI/TP/ 1 Sec.2
TRUSPLUS 6.0 VEE: T6.5.20
For P*., no
ALPINE: wvm.aldneitx.com: TPI: ' =C11 www.ebdndusirv.ere: ICC: vam.iccaefa.ora
Bldg Code: CRC -2013
g
DEPL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
Truss ID: C04
Qty: 1
RG E -LOC BRACT SIZE BEQ1D
TC 23:4 DFL 41 A ttr.
Designed per ANSI/7PI 1.2007
UPLIFT RF,ACTION(S) :
1 0- 2-12 loos 5.50" 1.50"
BC Zz4 DFL 41 It Btr.
Fabr cation Toleram = 20.0%
Support CIC Wind Non -Wind
2 21- 9- 4 1008 5.50" 1.5011
Zz4 DFL STANDARD 11-3, 15-6
Bearings designed for an PcPerp "Ine of the
1 •65 Ib
2 Ib
MAX DEFLECTION (span) :
WR Zz4 DFL STANDARD
lesser of the truss chard lumber volae or
-65
L/999 MEM 4-5 (LIVE) LC 1
BQ (creep factor) = 2.00
6Z5 for all bearings.
BOB LED NTAL REAMON(S)
L= .0.0711 D= -0.13" T= -O.Z9"
IRC/IBC truss plate "lues are based on
Refer to Joint QC Detail Sheets for
support 1 167 Ib
o ,pslatloratlw o
8
testing and appro"1 " required b IBC 1703
ANSI/7PI in E�2-1118.
Cq factors and Rotational Tolerances.
Leaded for 10 PSF BCLL.
support L -167 Ib
This truss Is designed using the
t o- o- a 10 I -to-
z 1-10- a n 7• las
and and arereported
Not dea��gmaed for attic storage unless
non -concurrent
PLATING BASED ON GREEN LOITER VALUES.
ASCE7-10 Wind Specification
3 3- a -u tz 3- 3 -IL
B- 5- 9 13 0. 5•
noted otherwise.
14-16
Bldg Enclosed = Yes,
5 -ll- o- o l4 1z- 1-lL
TRUSPLUS 6.0 Vn: T6.5.20
For more information see this job's general notes page and these web sites:
ALPINE:wwwaldneiw.mm TPI:X0MNjginslom WTCA wrm.ebcindusMamtlCC:
_
Truss Location -Not W Zone
6 121• I-12 15 tz- 1.121
7.16
LT Category = C
7 16- a- 2 IB I0-- 3- z
Bldg Len = 68.00 ft, Bldg Width = 60.00 ft
a Ez• o- 0 17 zz- 0• o
_
Meas foo heig�h+try= 13.38 ft, b - 110
ri7T7sf
L1 FORM:7&6.
&Ind,Foorrce isting1SSysten
01. CSI
t -z •2394 l.ls / s, t.60 0.11
Designed 0-H Main Resad
Lon Components Cladding
2-3 •z378 21x5 / 134 1.60 0.11
-rine and and
Tributary Area = 44 sgft
3-4 alias 1.x5 / at 1.60 0.13
4-5 •1716 1.z5 / 1B6 1.60 0.19
5-6 -1155 1.x5 / 134 1.80 0.04
6-7 .LZU 1.215 / M 1.60 0.18
7-8 •1415 t.x5 / 74 1.60 0.19
ac Inv. w0-. / T�6. sea. sl
0-m as 1.eo / 117O.Ls
to -v -4 l.so / 7o Lzs o.oa
11 -la / 47 I.LS 0.31
12.73 .17.4(1.60)/ 2099 I.7S 0.34
I3-74 / 881 1.215 0.25
14-15 / 56 1.215 0.1E
15-16 0.1E
18-17 45(1.60)/ 1143 1.215 0.z2
L
Iz-3
-734 1.00 /
400 /.215 0.48
(CA)
11-"
11-0-0 1
14-6
L -IO
•154 1.25 /
-772 1.25 /
82 1.60 0.13
87 1.60 0.00
1 2 3 4 5 6
7 8
2.1z
10-12
10
.37 1.60 /
.97 1.60 /
an I.25 0.78
1273 1.25 0.52
7.00
-70-d
3-13
-7421.215 /
1831.88 8.15
posWan as shown above and on the Joint Details report, unless noted otherwise.
TC Snow(Pf) 0.00 psf
SnowDur L=1.15 P=1.15
4-13
•295 I.z5 /
1213 1.80 0.05
Sep Mbr BDd / Coup /Tens
SX6
conformance with ANSVTPI 1, or for handling, shipping, installation a bracing o1 trusses.
A seal an this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility
5-13
5-14
7-14
-131 2.60 /
•74 1.60 /
-zoo 1.215 /
853 1.25 0.35
571 1.25 0.23
los Iso 0.09
solely for the design shown. The suitability and use o1 this drawing for any structure Is the responsibility of the Building
1.5X3
"
14-16
-46 1.60 /
1143 I.LS 0.46
TRUSPLUS 6.0 Vn: T6.5.20
For more information see this job's general notes page and these web sites:
ALPINE:wwwaldneiw.mm TPI:X0MNjginslom WTCA wrm.ebcindusMamtlCC:
Bldg Code: CRC-ZO13
DM RATIO: L/240 TC: L/24
7.16
-w3 1.25 /
51 1.60 0.03
1.5X3 2.5X4
6-9-3
2.5X4 JSHIP
3X4
= 3X6 5X8 5X8 3X6 =
0-4-3 3X6 3X10 0-10-0 2.5X4 4X4 0-4-3
B1 2.5X4 B2
W:508 W:508
R:1008R:1008
U:-65 1 3-5-8 10-0-0 U:-65
" 0 22-0-0 I 8-" 1 0�
�I �
9 10 112 13 145 16 17
All wnnector plates are
"H" for High Strength 20 ga., "S" for Super
BUTTE COUNTY
BUILDING DIVISION
APPROVED
/wyeIL
a SB 2 RO 1'/ E®
T.
No. C 72160
S'T CIV111. P
QFCAUF
10/22/2015
Z68 - Homewood Truss
"WARNING!"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
cast: IULLEN
(CA)
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_0330815_L00007_J00001
require anrem ,care in fabricating, handing, shipping, installing and bracing. Refer to and fdlow Nlatest edition of SCSI (Subbing Component
W0: Drive_M0330815_L000
_e
Safery Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless
Dsgnr: AW #LC = 40 WT/PLY: 165
v VTrusses
ry
noted othervrise, top chard shall have properly attached structural sheathing and bottom chard shall have a property attached rigid ceiling. Locations shown
p� r�
for permanent lateral restraint of webs shag have bracing installed per BCSI sections B3. B7 at B10, as applicable. Apply plates to each face of truss and
TC Live 20.00 psf
LiveDur L=1.25 P=1.25
lu�\vl I
���
posWan as shown above and on the Joint Details report, unless noted otherwise.
TC Snow(Pf) 0.00 psf
SnowDur L=1.15 P=1.15
Alpine. a division of ITN Building Components Group Inc., shag not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 psf
Sep Mbr BDd / Coup /Tens
AN ITW COMPANY
conformance with ANSVTPI 1, or for handling, shipping, installation a bracing o1 trusses.
A seal an this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.10 / 1.10 / 1.10
2820 N. Great SW Pkwy. Grarrd Prairie, TX 75050
solely for the design shown. The suitability and use o1 this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI/rPl 1 Sec.2
TRUSPLUS 6.0 Vn: T6.5.20
For more information see this job's general notes page and these web sites:
ALPINE:wwwaldneiw.mm TPI:X0MNjginslom WTCA wrm.ebcindusMamtlCC:
Bldg Code: CRC-ZO13
DM RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
Truss ID: D01
Qty: 1
BIG K -LOC REAR SIZE RE ;0,,
1 0- 2-12 887 5.50" 1.50"
TC 2:4 DPL 81 a ftr.
k 2x8 DFL i2
Deem�eedd per ANSI/TPI 1-2907
FabrTwtlon Tolerance = 20.0%
This design based as chord bracing applied
per the folloming schedule:
2 15- 9-12 1617 5.50" 1.72"
YER 2x4 DFL STANDARD
Bearings designed for as FePerp value of the
ear D.C. from to
MAX DEFLECTION (span) :
L/998 KEN 2.3 (LIVE) LC I
Ker (creep factor) = 2.00
Refer to joist QC Detail Sheets for
Mester of the [aria chord lumber wine or
625 for all bearings.
TC 24.00" 6- 6- 4 10- 0. 8
UPLIFT MCTION(S) :
L= -9.05" D= .0.10" T= -0.15"Cq
factors and Rotational Tolerances.
IRC/IBC tress plate values are based on
Support CK Wind Non -Find
- J.1.1,1.«.tieso
1 0• o- o a n e- o
Laded far 19 PSI om-concurrent BM.
Drainage be to
testi and approval as required by IBC 1703
ANII/TPI Is R-1118.
1 -70 lb
2 lb
x s• e- 0 7 5. 7- a
shall provided avoid ceding.
Gat!mons lateral restraint attached to
and and are reported
Permanent bracing is required to
-115
This truss is designed acing the
Sto.1- a a le- a- a
flat TC indicated. Lumber be
aR•
revert rotation/t li See
ASCE?-19 Wind Specification
4 Is 0 a a 11-u- 4
S Is o- a 16 16- a- s
as shall
structural grade. Bruce s Z4" o.e. ®Mesa
1.
�I and ANSI/TPI 1.
Pe
Bldg Enclosed =Yea,
CRITICAL IMMER FORM:
noted.
PLATING BASED ON GREEN LUMBER VALUES.
Trusts Location = Not End Zone
Tc COIR•FR./ TEO.(O1R.) 1sI
1-2 •1406
Not designed for attic storage mless
Rap Category = C
Z•14935.
noted otherwise.
B1 Length = 68.00 ft, ■1 Width = 60.00 ft
dg dB3.4 = 110
poo height = 12.08 ft,
•nu / o.lsKean
4-s-zsss / 0.14
a Camp. (BUR.)/ Tints. CSI
qb
Ocaugancyed C t seryl la, Deadsf
i W ng
Resisting 13Syts[em
G•7 / 114S 1.x5 o. E4
7-6 / 114e 1.25 0. to
- Loa -rise and Components and Cladding
Tributary Area = 58 sq ft
8.6 / x159 1.x5 0.48
----- --LOAD CASE it DESIGN. LOADS ................
s -t6 / ztsa 1.x5 0.46
Dir L.nf L.Loe R.nf R. Lr LL/TL
C01PRm )/ TE CS1
2-7 / LOB 1.L5 o.OB
TC Vert 84.00 - 1- 0- 0 84.00 0- o- 0 0.46
TC Vert 68.00 0- 0- 0 68. DO 18- 0- 8 0.59
2-8 / 40E 1.25 0.16
TC Vert 84.00 16- 0- 8 84.00 17- 0- 8 0.48
3-8 / 383 1.L5 0.16
-
k Vert 16.00 0- 0- 0 16.00 16- 0- 8 0.00
4-8 •we(1.zs)/ o. to
4-8 / 785(1.25) 0.12
type... lbs I. Loc LL/T1. Fastener
TV=...
TC Vert 0.0 0-.2-12 1.DO
TC Vert 180.0 10- 3- 8 0.48
TC Vert 0.0 IS- 9-12 1.00
SC Vert 908.0 12-11- 4 0.48
6-6-4 13 5-1p-15 5�
7.00 -7.0
I 40-8 I
180# W
B1 B2
W:508 W:508
R:987 I R:1617
U:-70 908# W U: 115
1-0-0 H 1-0-0 16-0-8
6 7 8 9 10
BUTTE COUNTY
BUILDING DIVISION
48-11 APPROVED
SHIP
0-43
No. C 72160
CN{1. P
9FCAUF�
Ali connector plates are Alpine Wave 20 ga., unless preceded by 'H' for High Strength 20 ga.,'S' for Super 10/22/2015
Strength 18 ge. Plates are to be positioned per Joint Detail Reports.
268 - Homewood Truss
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cast: MILLER
(CA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_0330815_L00007_J00001
Trusses reQuire extreme care in fabricating, handing, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component
WO: Drive_M_0330815_L000
Safety Information, A) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless
by TPI and WTC
Dsgnr: AW SLC = 40 WF/PT.V : 111
v V ga
noted otherwise. top chord shall have prnpnrly anechod structural sheathing and bottom chord shall have a pisperly attached dgld telling. 1.0oa0ah5 shown
SCSI 03, 87 870, Apply face truss
TC Live( 20.00
LiveSnowDar L=1.25 P=1.25
r7 �� ^ f7
IML ILJ�\vl I
Lateral vete id n webs shall have repobracing installed n per or as applicable. plates m each of and
for permas shown ice. ns
position as shown above and on Na Joint Details reDod, unless noted otherwise.
paf
TC $aON P 0.00 9f
f
$aOWDOr L=1.15 P=1.15
J-
Alpine. a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 paf
Rep l(br Bad / Comp / Teas
AN ITW COMPANY
conformance with ANSINPI 1, or for handling, shipping, installation 8 bracing of trusses.
A seal on this drawing or coverpege listing this drewing, Ind/Cates acceptance o) professional engineerfng responsibility
BC Live 0.00 p9f
1.00 / 1.00 / 1.00
2820 N. Great SW Pkwy. Grand Prairie, TX 75050
solely for the design shown. The suitability and use o1 this drawing for any structure Is the responsibility o/ the Building
BC Dead 8.00 paf
0. C. Spacing 2- 0- 0
Designer per ANSVTP/ 1 Sec.2
TRUSPLUS 6.0 VER: T6.5.20
For more inform ban see this job's general notes page and these web sires:
ALPINE:wwwAdmihv.com TPI:wwwAgir.- WTCAwwwsb bdustrvare:ICC:-mcsafe.ara
Bldg Code: CRC -2013
DBFL RATIO: L/240 TG L/2401
Job Name: MILLER RESIDENCE
Truss ID: D02
Qty: 1
BI6 1 -LOC REACT SIZE lEQ'D
TC 2x4 DFL #1 t ltr.
Des losed per ANSIMPI 1-2007
UPLIFT IBAMON(S) :
1 0- 2-12 758 S.SO" 1.SO"
lC 2m4 DFL #1 4 ltr.
Fabrication Tolerance = 20.0%
Support CTC Sind Non -Wind
2 Is- 8-12 758 5.50" 1.50"
WEB 2=4 DFL STANDARD
-
Bearings designed for an FcFerp valve of the
1 -64 Ib
Ib
RAH DEFLECTION (span) :factor)
IML/999 i 4 -S (LIVE) LC I
factor) = 2.00
Refer to 3olat QC Detail Sheets for
lesser of the truss chord lumber "Inc or
625 for all bearings.
2 -64
BORIZONTAL RUCTION(S)L=
-0.08" D= -0.11" T= -0.18"
Cq factors and Rotational Tolerances.
IRC/IBC trams plate wlues are based on
support 1 121 lb
_ ).Tot loostlm =
Loaded £or 10 PSF nae-rnncarrent BILL.
testinngg and approval u required by IBC 1703
support 2 -121 Ib
l o- o- • s 1a• 0• t
z e- a- 0 e e• o• o
PLATING BASED ON GIERN LUKIEI VALUES.
and ANSI/TPI and are reported is Sir -1118.
This truss is desired using the
ASCE7-10 Wind Specification
L s- o- 4 7 s• a• 4
4 9.6.8 a W 0.8
N•t designed for attic storage unless
wted otbermise.
-
sldg Bneloaed
nma11. man FORM.
7rmss Location = Not End Zone
TC cc", t.)70R4(Wa)Emp
Category = C
1.2-a0sL5))))/ 78((((1.603))O.Bldg
Leath = 68.00 ft, Bldg Width = 60.00 ft
2.3 -745t5 / 109 1.80 O. Ls
jr:
Bean roo height = 12.51 ft, mph = 110
P3.4
-7451.25 / 109 1.60 0.Ls
4-s cos1.23 / 79 1.60 0.27
Occupancy Category II, Dead Load = 13.2 psf
ng P(tisa / 711(4 (((DR) 4vl
Dessgned as Baso Wind Force Resistsaagg System
L•. Components Claddiall
6.7 .P4.rl6 / 699(1.215) 0.37
7-9 z4i(1.60i)/ 888 1.t5 0.37
- -rise and and
Tributary Area = 32 sgft
7aNS. (((Dot.3) C4I
O co". ((141
(808.3)/
3.7 -ILL I.60 / 788 1.215 0.1E
4-7-aM(l.Li)/ 141(1.60) Mu
8-0-4 8-0-41 2 3 4 5
7.00
5X6
7.0
B1 B2
W:508 W:508
R:758 R:758
U:-64 U:-64
� 0-q
1 16-0-8
6 7 8
All connector plates are Alpine Wave 20 ga., unless preceded by'H' for High Strength 20 ga., "S" for Super
268 - Homewood Tro S ""WARNING!"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
(CAj **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
/\ Trusses rorluira mdreme care in fabricating. handling. shipgng, instaldng and bradng. Rarer to and follow the latest edition of SCSI (Building Component
Salety Intormaaon, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless
r'�' � ry noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
�lJ r� rt for permanent lateral restraint n webs int have bracing installed per SCSI sections B3, B7 or 370, as applicable. Apply plates to each lace of boas and
)ILII�]!� �Ut��\v\�.I)I position as shown above and on the Joint Details report, uNess noted otherwise.
Alpine. a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure to build the truss in
AN ITW COMPANY conformance with ANSIfTPI 1, at for handling, shipping, installation 5 bracing or trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
7820 N. Great SWPk"y. Grand Prairie, Ty 75050 solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
Designerper ANSI1TP/1 Seat
TRUSPLUS 6.0 VER: T6.5.20For mote information see this job's general notes page and these web sites:
ALPINE: wwwAjgMeitw.eom: TPI: wlfuAl insLora: WfCA: '.1QLj6dYS10L4tg; ICC: glateljoaltILMM
19UTTE COUNTY
®UILDING DIVISION
5t35- -3 r ® Gi Eo
SHIP
2
0-4-3
No. C 72160
�T (NIL P
10/22/2015
Cost: ID(LLRR
DIB: Drive_li_0330815_L00007-J00001
WO: Drive_M_0330815_L000
Dsgnr: AW #LC = 40 WT/PLY: 89
TC Live 20.00 psf 2 -t -!
L=1.25 P=1.25
TC Snow(Pf) 0.00 psf SaowDar L=1.15 P=1.15
TC Dead 14.00 psf I Rep Bbr Bad / Comp / Tens
BC Live0.00 psf 1.10 / 1.10 / 1.10
K Dead 8.00 psf O.C.Spacing 2- 0- 0
Bldg Code: CRC -2013
Job Name: MILLER RESIDENCE Truss ID: D03 Qty: 2
1 -LOC REACT SIZE REQ'D
0- 2.12 3565 5.50n 1.99"
15- 9-12 5734 5.50" 3.06"
DEFLECTION (appaace�)�:
89 HEM 8-9 (LIVH) LC 1
-6.10" D= .0.23" T= .0.34"
•- no a is. o•t
4- e -- e 7 e -- at:
s- o- 4 z
to- 7-t
u• 7-12 a 8 2a- s- e
1c
C010.
T0i5. (D88.)GSit•z
Support C&C Bid Non -Fid
-w7eo.zaL-s •Sala.2133-4
1 -164 Ib
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
F111,111:12tiz51/1
•8639.
is4-s
HORIZONTAL RRACTION(S)
•seasOuse58
support 1 121 lb
DIB: Drive_M_0330815_11,00007_JO8001
tile
a. a7
tt
QWO'.(Un.)I
iFNS.(008.)
7-9
/
SSt7 1.ZS .112
8-9
/
4osz l.0 0.64
9-10
/
sm 1.LS 0.66
i8
0011.(888 )/
TT. CSI
2-8
-201 1.60 /
0 00: *0'1
l470.116-101
3-8
a -e
-ILO I.LS /
/
400 0.04
ae4os o.r4
4-9
/
4667o.135s-9.166(1.60)/
TC Vert 68.00 0. 0- 0 68.00 16- 0. 8
0.59
186 0.os
TC Zz4 DFL Sl k Stir.
EC Zz6 DFL SS
WEB Zz4 DFL STANDARD
Ker (creep factor) = 2.80
Refer to Joint QC Detail Sheets for
Cq factors and Rotational Tolerances.
Loaded for 10 PSF moa-coacmrreet BCL.L.
......................
Nail pattern shown Is for PLF loads and
cint loads converted to PLF leads only.
scentrated loads shall be distributed to
each ply equally. Multi-pply with rs are
based an hanger mala aniag 3.0" na 1s nim.
into the carryi member.
If shown, use additional fasteners for point
loads from the back plys, distributed myna.
in the chords, within IZ" of hanger flange
IF Z.5" HUN NAILS ARF USED, ANY RUSTHR
AMOUNTS SHOWN shall BE INSTALLED FROM THE
FRONT AND BACK FACE EQUALLY(TOTAL NAILS =
DOABLE THE AMOUNT SHOWN), 3 PLY 01 LESS.
IOd = 10d NAZIS, SDS = Simpson SDS screws
or equivalent substtate.
(•) =Special Connection Req. (by others)
NAIL pattern shown Is based on:
104 8111 = 0.128" dia. Is 3.0" toaq nail
10d COMMON = 0.148" die. : 3.0 long an
16d BOX = 0.135" dia. z 3.5" toy( nail
16d COMMON = 0.162" dia. z 3.5 long sail
..................... .
5_ 5
2
0-4-3
Designed per ANSI/TPI 1.2681
FabrIeatioa Tolerance = 20.0%
Bearings designed for an Felerrpp value of the
lesser of the tru" chord Romer value •r
625 for all bearings.
IRC/IBC truss plate values are based on
testing and approval as required by IBC 1703
and I/TPI and are reported in R-1118.
Permanent bracing is required to
nveat r•tati•a/toppling. See
I and ANSI/TPI 1.
PLATING BASED ON GREEN LUMBER VALUES.
2-PLY1 Nail w/lOd COMMON, staered(ppeer NDS)
In: TC- 3 BC- 2 WEBS- 2 PER FOOT?..
Cluster screws, if shown, are 3" long.
Not designed for attic storage ®less
noted otherwise.
8-0-4 8-0-4
2-PLYS 1 2 3 4 5 6
REQUIRED 7.00 7.0
5X8
UPLIFT REACTION(S) :
All connector plates are Alpine Wave 20 ga., unless preceded by 'H' for High Strength 20 ga., "S' for Super
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
Support C&C Bid Non -Fid
10/22/2015
1 -164 Ib
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
2 -Z64 Ib
HORIZONTAL RRACTION(S)
(CA)
support 1 121 lb
DIB: Drive_M_0330815_11,00007_JO8001
support 2 121 lb
Trusses require extreme care in fabricating, handing, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component
This truss is desI owing the
ASCET-10 WindSpec flenti•n
Barely Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. unless
Bldg Enclosed = Yes,
Teals Location = Not End Zone
v V ym
ECoeeg%y = C
TC Live
Bdth 8.00 ft, Bldg Width = 60.00 ft
LiveSnowDnr L=1.25 P=1.25
Rea. roof height = 12.51 ft, mph = 110
for permanent latera restraint n webs shag have bracing sections or as applicable. plates each of and
per otherwise.
position as shown above and on the Joint Details report unless noted otherwise.
Occupancy Category EI, Dead Lead = 13.2 pelf
Designed as Hain Wind Force Resisting System
Low-rise Components Cladding
0.00 psf
- and and
Tributary Area = 217 sgft
`�//--ul III'I� III���
----------LOAD CASE al DESIGN LOADS ----------------
TC Dead
Dir L.PI£ L. Loc R.Pif R. Loc
IL/TL
TC Vert 84.00 - 1- 0- 0 84.00 0- 0- 0
0.48
TC Vert 68.00 0. 0- 0 68.00 16- 0. 8
0.59
TC Vert 84.00 16- 0- 8 84.00 17- 0. 8
0.48
BC Vert 16.00 0. 0- 0 16.00 7. 0. 0
0.00
K Vert 676.80 7. 0- 0 676.00 16- 0. 0
0.46
1C Vert 16.00 IS. 0. 0 16.60 16- 0- 8
0.00
.Type... lbw 1. LOC UPU Fastemer
7C Vert 0.0 0. 2-1Z 100
TC Vert 0.0 15. 9-12 1..00
For more information see this job's general nates page and these web sites:
ALPINE: TPI: WOM12Incl"ro:WTCA:WbNjhdggtVt &= ICC: wwwicaefe.am
BC Vert 1844.0 6. 0-12 0.48
DBFL RATIO: L/240 TC: L/2401
5t3
SHIP
04-3
B1 B2
W:508 W:508
R:3565(21 1pd j R:5734
o�U:-164 118844# U:-264
(-1 16-0-8 P1
n
7 8 9 10
TYPICAL PLATE: 3X6
BUTTE COUNTY
BUILDING DIVISION
APPROVED
T. r�<
J
No. C 72160
\C/VI11-
�QF
All connector plates are Alpine Wave 20 ga., unless preceded by 'H' for High Strength 20 ga., "S' for Super
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
10/22/2015
268 - Homewood Truss
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
Cast: MILLER
(CA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_0330815_11,00007_JO8001
Trusses require extreme care in fabricating, handing, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component
W0: Drive_M_0330815_IA00
Barely Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. unless
Dsgnr: AW
OLC = 40 WF/PLY: 1184
v V ym
poled otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached dgid ceiling. Locations shown
installed B3. 87 870, Apply to face truss
TC Live
20.00 psf
LiveSnowDnr L=1.25 P=1.25
rr �� r� ri t�
I�r��\V\I.III
for permanent latera restraint n webs shag have bracing sections or as applicable. plates each of and
per otherwise.
position as shown above and on the Joint Details report unless noted otherwise.
TC $SOW P
ow( f
0.00 psf
$aOWDar L=1.15 P=1.15
`�//--ul III'I� III���
Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead
14.00 psf
Rep Mbr Bad / Coup / Teas
AN ITW COMPANY
conformance with ANSI/TPI 1, or for handling, shipping, installation S bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live
0.00 psf
1.00 / 1.00 / 1.00
2820 N. Groat SW Pkwy. Grand Plaid., TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead
8.00 psf
0. C. Spacing 2- 0- 0
Designerper ANSIITPI I Sec.2
TFUSPLUS 6.0 VHB: T6.5.20
For more information see this job's general nates page and these web sites:
ALPINE: TPI: WOM12Incl"ro:WTCA:WbNjhdggtVt &= ICC: wwwicaefe.am
Bldg Code: CRC -2013
DBFL RATIO: L/240 TC: L/2401
Job Name: MILLER RESIDENCE
Truss ID: E01
Qty: 1
BR6 I -LOC REACT SIZE REQ'D
TC 2x4 DPL 41 9 Btr.
Desitoaed per ANSI/TPI 1-2007
DPLIFr REACTION(S) :
1 0- 2-12 629 5.So" 1.50"
k 2x4 DPL 81 i ttr.
-
Fabrication Tolerance = 20.0% -
Support CK Wind Man -Wind.
2 12- 9- 0 S40 4.00n 1.50"
WEB 2x4 DFL STANDARD
Bearings designed for an FcPerp value of the
1 -68 Ib
2 Ib
SAI DEFLECTION (span) :
L/999 MEN I-2 (LIVE) LC 1
Ker (creep factor) = 2.00
Refer to joint QC Detail Sheets for
lesser of the trums chard lumber value or
625 for all bearings.
-38
This truss is desiumed using the
L= -0.08" IN -0.10" T= -0.17"
Cq factors and Rotational Tolerances.
IIIC/IRC truss plate values are based on
ASCH7-10 Wind Specification
--,.1mt tmtim
i+aded for 10 FSF non -concurrent KLL.
testinogg and approval as required b�yy IBC 1703
Bldg inclosed = Yes,
1 0- o- 0 4 e- o- a
PLATING BASED ON GREEN LUMBER VALUES.
and AMSI/TPI and are reported in IISl-1118.
Truss Location = Not Fad Zone
z s- 6- 4 3 S. 6. 4
6 12-
3 12-11- 0 9 12-tt- o
Not desippaaed for attic storage unless
_'
Category = C
B1 Length 66.00 ft, BI Width 80.00 ft
d8
C•I,IIZ-1 �A
noted at raise.
TRUSPLUS 6.0 VEIL: T6.5.20
= =
Mean roof height = 12.08 £t, mVb = 110
tt COIR. / TK0.(a01) CSI
1.2 -an 1.25 / al(I.60) 01
DBPL RATIO: L/240 TC: L/24
Occupancy Category II, Dead Lead = 13.2 psf
'Designed
2.3 -eau 1.23 / 90((1.60)) o.ze
as Bain Wind Force Resisting System
- - Low-rise and Components and Cladding
9C Cogir0 Ot�)� 1f�I03(009) CSI
3.6 O((((I.601117/ 303((((1IN 0.24
Tributary Arco = 26 sgft
'
n COIP.(Kl.)/ TM.(D91) CSI
2.5 / 293(1.23) o.0
I 6-6.4 1 6-4-12 1
1 2 3
7.00 -7.0
5X6
r
4-8-11
SHIP
B1 82
W:508 W:400
R:629 R:540
U:-68 U:-38
12-11-0 1 0-1-8
4 5 6 STUB
BUTTE COUNTY
BUILDING DIVISIO
APP"ROVED
No. C 72160
ctvn.,,� �P
OF Cr41JF%/
AB connector plates are Alpine Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super 10/22/2015 0/��/ 7O �1 C ,
- Strength 18 Be. Plates are to be positioned per Joint Detail Reports. 1 L 1 d
268 - Homewood Truss
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cost: KILLER
(CA)**IMPORTANT**
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.,
DIB: Drive_M_033061$_L00007-J00001
A
Trusses re9uira extrema care in febricaEng, haunting, shipping, installing and bracing. Refer to and form the latest edition of BCSI (Building Component
W9: Dri Ve_ii_�33961$_LD9D
Salary Information. by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per SCSI. Unless
Dsgnr: AW tlLC = 40 RT/PLY: _ $9
tV
no[etl otherwise, top chord shall have properly attached structural sheathing and boaem chord shall have a properly attached dgid ceiling. Locations shown
face truss
TC Live 20.00 psf
LiveDar L=1.2$ P=1.2$
j7
L
far permanem lateral restraint of webs shall have bracing installed per BCSI sections S3, B7 or B10, as applicable. Appy plates to each of and
position as shown above and on Ne Joint Details report, unless noted otherwise.
TC Snow(Pf) 0.00 psf
SnowDar L=1.15 P=1.1$
/,���II�' �
U U
Alpine. a division of ITW Building Componena Group Inc.. shall not ba responsida for any deviation from t11is drawing. any rellu,e to build the cuss in
TC Dead 14.00 psf
Rep Bbr Bud / Coup / Tens
AN nW COMPANY
conformance with ANSI/rPI 1, or for handling, shipping, installation 3 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of pmfesslonal engineering responsibility
BC Live 0.00 paf
1.1$ / 1.10 / 1.10
2920 N. Groat SIN Pkwy. Grand P.M., TX 75050
solely for the design shown. The suitability and use of this drawing for any structure /s the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing Z, 0- 0
Designer per ANSI/rP/ 1 Seat -
TRUSPLUS 6.0 VEIL: T6.5.20
For more Informationsae Nis job's BenereI notes page end these web sites:
ALPINE: v0111lNnei11=51m.Tpc w tansnrn.wrCA:www.aaandu9tr.,.a,,ICC:wwwJeaaa.ara
Bldg Code: CHC -2013
DBPL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: E01 H Qty: 2 1
on 1 -LOC REACT D SIRE REQ'
1 0- 2-12 430 S.SO" 1.50"
2 12- 9- 4 539 DGR 1.50"
BIG EANBER/CLIP NOTE
2 •KUS26
Sapprt Connection(s)/1anCr(s) are
wt designed for horizoaI loads.
SEE STE SON CATALOG
101 ADDITIONAL INSTALLATION NOTES
BAR DEFLECTION (sppan)
L/999 M 1-2 (GWIC 1
L= -0.06" D= -0.10" T= -0.17"
joist [..mise, ._
1 0.0-0 4 e -o -o
2 e- s- 4 s a- e- 4
t 12-11- 0 0 l2-ee- 0
CRME L KENEM FORM:Tc COMP. 22
i 68 i:ufi soTea-i oS 2s1
s s 'i '1 03 i.25Z51 o i1
is Cox?. (M.) Tins.m. sI
2-5 / 264 t.2s 0.0
TC 2X4 DFL 41 i Btr.
BC 2X4 DFL i1 A Rtr.
WEB 2X4 DFL STANDARD
Ker ( factor) = 2.00
Refer 1.1 -int QC Detail Sheets for
Cq factors and Rotational Tolersaces.
Loaded for 10 PSF non-con4vrent K%L.
PLATING BASED ON GREEN LUMBER VALUES.
Not desipped for attic storage unless
noted atleMisc.
Deal��edd per ANSI/TPI 1-2007
Fabrication Tolerance = 20.0%
Bearings designed for an FePerr}} value of the
lesser of trusts the truschard Immber value or
62S for all bearings.
IRC/IBC truss plate wIues are based on
testinngg and approwt as required by IBC 1703
and ANSI/TPI a� are reported is FSB -1118.
6-6-4 6-4-12
1 2 3
7.00
5X6
7.0
Required bearing widtls and hearing areae
30 �1y vhm [eves not supported in a hanger.
1.IPI REACIION(S) :
Support C&C Wind Noa-Wind
1 -68 Ib
2 -38 lb
This truss its designed naimg the
ASCE7-10 Wind Specification
314g Enclosed = Yes,
Trina Location - Not Bud Zona
EXp Category = C
slag Length = 69.00 ft, Bldg Width = 60.00 ft
Kean roof height = 12.08 ft, ph = 110
Occupancy Category II, Dead Load= 13.2 pelf
Designed as gain Nand Force Resisting System
- Low-rise and Components and Cladding
Tributary Area = 26 sgft
B1
B2
W:508
'MUS26
R:630
W:308
U:-68
R:539
W0: Drive_11L0330815_1.000
U:-38
„
,
v V
���
12-11-0
1 0-1-8
O lu�\vl I
��� ^ n
4 5
6 STUB
are Alpine V
as are to be
"H" for High Strength 20 ga., "S" for Super
BUTTE COUNTY
BUILDING DIVISION
APPROVED
268 - Homewood Truss
"WARNING!" READ AND FOLLOWALL NOTES ON THIS DRAWING!
Cast: MILLER
(CA)
"IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_111_033081S_1.00007J00001
Trusses require extreme care in fabricatirg, handing. shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
W0: Drive_11L0330815_1.000
Safety Information, by TPI and W1CA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless
Dsgnr: AW BLC = 40 Wf/PLY: 594
v V
noted otherwise, top chord shall have property attached structural sheathing and bottom chard shall have a property arbehed rigid ceiling. Locations', shown
have bracing installed SCSI B3, B7 810, APON to face truss
TC Live 20.00
LiveDar L=1.2S P=1.25
O lu�\vl I
��� ^ n
for permanent lateral restraint of webs shall per sections or as applicable. plates each of and
position as shown above and on the Joint Details report unless noted otherwise.
psf
TC SnOw(1f) 0.00 psf
SnowDur L=1.15 P=1.15
Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 psf
Rep M(br Bad /Comp /Taos
AN /7W COMPANY
conformance with ANSIrrPi 1, or for handling, shipping, installation 8 bracing of trusses.
A seal on this drawing or cover pogo listing this drawing, Indicates acceptance of prafessional engineerfng responsibility
BC Live 0.00 psf
1.15 / 1.10 / 1.10
2820 N. Great SW Pkwy. Grand Preirfe, TX 76080
solely for the design shown. The suitability and use of this drawing for any structure Is the rasponsibilky of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSVTPI 1 Sec.2 '
TRUSPLUS 6.0 VER: T6.5.20
For more information see this job's general notes page and these web sites:
ALPINE:)tebi oneiwcom[TPI: WrCA:wwwBbmadialDLQUICC: viemdrLsafaom
Bldg Code: CBC -2013
DRFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: EOG Qty: 1 1
BRG E -LOC REACr SIZE REQ'D
1 0- 2-14 235 5.78" 1.59"
2 1- 4. 0 52 3.s0" 1.59"
3 2- 8. 0 183 3.50" 1.50"
4 4- 6. O 157 3.50" 1.59"
S S- 7- 4 181 5.50" 1.59"
6 T- 5- 4 181 3.50" 1.50"
1 9- 8. 8 157 3.so"
1.59"
8 10- 4- 8 193 3.So- 1.50"
9 11- 8- 8 52 3.50" 1.50"
10 12- 9-10 235 5.79" 1.50"
NAI DEFLECTION (sppaano)
L/999 MEM 1.2 (IIVE)•LC 1
L- Ill D= 0.00" T= 0.00"
® ]Hat laratlwe o
1 0.o-0 10 e•o-o
L L- a- 0 11 l- a- o
3 4- 0- 0 12 4. 0• •
4 3- 7- 4 13 5. 7- 4
5 6. 6- 4 14 7• s• 4
6 1- 3- 4 15 0. 0- 0
I 0- 6- a t6 IO. 4• a
8 10- 4- a 17 its- 0- a
7t
COY1. a0t. / Two.111111118. CSI
-z
-113 1.23 /
as1.00.04z-3•104
3-4
l.zs11.00.04
-109 1.25 /
161.00.03
4-s
•Iez lou /
u1.60.03
3-6
-103 1.23 /
z4l.so 1.03
6.7
7-8
-108 1.25181.600.03
-104 1.25131.600.04
8.8
-113((1.25))3s1.60
0.04
1011
.1122iFUR. % TENS ) 631
( )
I1 -I2
/
0.01
12-13
/
0.01
13-14/
14-13
/
0.01
0.01
is is
/
0.01
18-t7
/
0.03
f1
arose. tn. / Tex#. Imo fSI
Z-tl
-174 lots /
43 1.60 0.oz
z -t2
•134 I.LS /
z3 1.60 0.02
4-13
6-14
-76 1.Its /
•76 1.z3 /
o.oz
0.02
7-15
-134 lots /
i3 1.60 0.02
8.16
4-13
•174 1.23 /
•76 1.2s /
43 1.60 0.02
O.OZ
6-14
-16 1.zs /
0.02
268 - Homewood Tiru s
>r
ALMNE
AN /TW COMPANY
120 N. Groat SW Pkwy. Grand Prairie, TX 75050
THUSPLUS 6.0 VER: T6.5.20
TC 2x4 DFL #1a Btr.
WC 2x4 DFL #1 t itr.
WEB 2x4 DFL STANDARD
Bar (gree factor) = 2.00
Refer to Joint QC Detail Sheets for
eq factors and Rotational Tolerances.
Loaded for 19 PSF mon-conenrreat BCLL.
Mark all interior hearing locations.
Permanent bracing is required to
prevent rotation/toppling. See
I and ANSI/TPI 1.
PLATING RASED ON GREEN LUMBER VALUES.
BORITANTAL REACTION(S)
support 1 144 16
support 2 -125 lb
support 6 125 16
support 19 -144 1►
4-1-13
0-4-3
Designed per ANSI/171 1-2p7
Fahr cation Tolerance = 29.05
Bearings designed for m FOPerr}p volae of the
lesser of the truss chord la•►er volae or
6ZS for all hearings.
IRC/IBC truss plate values are based on
testing and approval as required by IBC 1703
ad ANSI/TPI and are reported is ESR -1118.
Install interior support(s) before erection.
Building designer shall verily gable loads
and eave loads, if applicable.
1+1 gable bracing required 9 42" intervals,
if exposed to wind led applied to face.
See I'I7RC6's Gable Bracing Details.
Not designed for attic storage unless
noted otherwise.
1 6-6-4 1 -4 6-6 1
1 2 3 4 5 6 7 6 9
7.0_0 7.0
3X4
1.5X3 y^y 1.5X3 1.5X3 v^V 1.5X3
13-0-8 f
10 11 12 13 14 15 16 17
UPLIFT REACTION(S) :
Support CCC Wind Non -Find
1 -15 lb
2 -7 lb
3 -27 1►
4 -10 lb
5 .11 lb
6 .11 lb
7 -10 lb
8 -27 lb
9 .7 Ib
10 -15 lb
This truss is designed using the
AS07-.I6 Wind Specification
Bldg Enclosed = Yes,
Truss Location = Not Ed Zone
Exp Category = C
Bldg Leuath = 68.00 ft, Bldg Width = 60.00 ft
Wenn roof height = 12.08 ft, mph = 110
Oc Category II, Dead load = 13.2 f
Deni as Wain Wlod Force Resisting System
Low-rise and Components and Cladding
7ribatary Area = 34 sqft
Truss designed to support 1-0-0 top chord
ootlookers and cladding load not to exceed
10.0 PSF one face, and 24" sru opposite face.
Top chord may be notched 1.5' deep It 3.5" wide
at periodically along top edge. DO NOT OVEHCUT.
11 knots or other lumber defects allowed
within 12" of notches. Do not notch in
plates, overhang or heel panel, or (NNL)
4-8-11
SHIP
0-4-3
OVER CONTINUOUS SUPPORT
are Alpine Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super
as are to be positioned per Joint Detail Reports.
-WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componem
Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless
noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
for permanent lateral restraint of webs shag have bracing installed per BCSI sections 83, B7 or BIO, as applicable. Apply plates to each face of truss and
siaon as shown above and on the Joint Details report unless noted otherwise.
Alpine, a division of ITW Building Components Group Inc., shag not be responsible for any deviation from this drawing, any failure to build the truss In
conformance with ANSI/rlol 1, or for handing, shipping. installation 8 bracing of trusses.
A aeal on this drawing or coverpage listing this drawing, Indicates acceptance of professional engineering responsibility
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
Designer per ANS11TPI t Sec.2
For more information see this job's general notes page and these web sites:
BUTTE COUNTY
B11-111 LIDO NG DIVISION
APPROVED
No. C 72160
10/221
Cast: MILLER
DIB: Drive_M_0330815_1,00007_J00001
W0: Drive_M_0330815_L000
Dsear: AW #LC = 40
TC Live
20.00 psf
TC Snow(Pf)
0.00 psf
TC Dead
14.00 psf
BC Live
0.00 psf
BC Dead
8.00 psf
Code: CRC -2013
15
WP/PLY:
LiveDur L=1.25 P=1.25
SnowDur L=1.15 P=1.15
Rep Mbr Bad / Camp / Tens
1.00 / 1.00 / 1.00
O.C.Spacing 2- 0- 0
: L/240 TC:
Job Name: MILLER RESIDENCE
BIO � I -LOC BRACT SIZE IEQ'D
TC 2x4 DFL it t ltr.
.>�
1 0- 2-12 504 5.50^ 1.50"
2n4 DPL O1 t Etr.
2 11- 9- 4 $04 5.50" 1.50"
WEB 2x4 DFL STANDARD
MAI DEFLEMON (spa �)) :
L/999 Mid 2-3 (LIVE) LC L
ler (creep factor) = 2.00
Refer to joint QC Detail Sheets for
L= .0.05" D= -0.07" T= .0.12"
Cq factdeA ors and Rotational Tolerances.
eo
W0: Drive_A_0330815_L(fDB
11 o to�4i e- o- o
PLAYING BASED ONPGREEN LUMBER VALUES
2 e
destied for attic storage unless
Noted
5z•o-0aa-0.0
CILMCAL KEN= NIM:
not oraise
TO 000. / TEs. 791
�\ I I
���r� rp
1-z az7 lzi/ 7t r.80 0.za
TC Snow(Pf) 0.00 psf
za tu7 1.z5 / 78 1.a0 o.33
u v
Alpine, a division of ITW Building Components Group Inc., shag not be responsible for any deviation from this drawing, any failure a build the truss in
TC Dead 14.00 psf
i r#°°teii ae5 r.zs o�zol
5.4 1 1.60 / 4� l.zs 0.z0
AN ITW COMPANY
O COXF.(Bul.)/ TUB.
(aBl) LSI
z-5 / LItMi) o.10
Truss ID: F01
Desitn�eedd per ANSI/TPI 1-2007
Fabriwtlin Tolerance = 20.0%
Bearings designed for an FcPerrpp value of the
leaser of the Mass chord lmnber valve or
825 for all hearings.
IMC/IRC tress plate values are based on
testioo�� and approval as rreeqqunired 6y IBC 1703
and ANSI/7PI and are eeported in PSM -1118.
-6-0-0 6-0-0
1 2 '3
7.00 -7.0
5X6
Qty: 3
UPLIFT REACTION(S) :
Support C&C Wind Non -Wind
1 -38 Ib
2 -38 Ili
This crass is desimed inning the
ASCE7-10 Wind Spec7ficatioa
Bldg Enclosed = Yea,
Lasa Location = Not End Zone
ilE dg Leng�tob 68.00 ft, Bldg Width = 60.00 ft
Mean ramp height = 11.92 ft, spills = -110
Occupancy Category II, Dead Load = 13.2 psf
Designed as Bain Sind Force Resisting System
- I.ow-rise and Components and Cladding
Tribmtary Area = 24 sgft
3-10-3 3-10-3
SHIP
2X4 2X4
04-3 0-0 3
1.5X4 79
B1 132
W:508 W:508
R:504 R:504
U: -38U:-38 U:-38 .
4 5 6
BUTTE COUNTY
r
BUILDING DIVISION
APPROVED
T
No. C 72160
t
CN41- P
01 CAUF
All connector plates are Alpine Wave 20 ga., unless preceded by "H- for High Strength 20 ga., "S' for Super
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
268 - Homewood Trus
"WARNING!"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
Cast: MYLLEB
(CA)
"*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIM: Drive_11_0330815_L00007,J00001
Trusses ,,Quire evtrama care in fabricating, handing, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component
W0: Drive_A_0330815_L(fDB
Safety Information, by TPI and VrrCAI for safety practices prior to performing Nese functions. r Installeshall provide temporary bracing pet BCSI. Unless
Dsgnr: AW #LC = 40 Wr/PLY: 53
v V 1v
rated otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown
TC Live 20.00 psf
Livelier L=1.25 P=1.25
�\ I I
���r� rp
for permanent lateral resuaint of webs shall have bracing installed per BCSI sections B3. B7 or 1310, as applicable. Appy plates a each face of truss and
poaibon as shown above and on the Joint Details report uNess noted otherwise.
TC Snow(Pf) 0.00 psf
SnowDar L=1.15 P=1.15
u v
Alpine, a division of ITW Building Components Group Inc., shag not be responsible for any deviation from this drawing, any failure a build the truss in
TC Dead 14.00 psf
Sep ilhr Bad / Coup /Tens
AN ITW COMPANY
cont -fence with ANSIrTPI t, or for handling, slapping, installation 5 bracing of trusses. -
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.15 / 1.10 / 1.10
2820 N. Great SWPtrwy. Grand Puede, TX 75050
solety for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building h
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANS1/TP/ 1 Seat
TBUSPLUS 6.0 VER: T6.5.20
For more irdormabon see [his pb's general notes page and these web ages:
ALPINE:www.ale;ndb.cemtTPl:bppaaJOpsigta WiCA:www.abdridustrv.or^:ICer v!"a.ieeaate.m^
Bldg Code: CHC -2013
DBFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: F02 Qty: 1
3E6 I -LOC EXACT SIZERXQ'D
1 0- L-12 504 5.50. 1.50"
2 11- 9. 4 504 5.50- 1.50"
EAI DEFLECTION (s)
L/999 KEN 2-3 (EIVX) u 2
L= -0.04" D= -0.05 T= -0.09"
EI.WB DEF CRITERIA: 120
IN HER7- 4; T= 0.05"
,i.i.t Locatl.x.
t 0- 0- 0 5 0- 0- 0
Z 3- I -1L 6 a• o- 0
3 {-10- 4 7 12. 0- 0
4 u- 0- 0
L1
lt.
1070. FOUn:
1R C010,(8lR. / 7PN3. is
1-2 •aa(1.883/ 74 1.60 O.1B
2.3 -LR l.ti / 1{ 1.80 O.LO
3-4 68 1.60 / 74 1.60 0.19
BC '010-((R{LR.)/ ilk's. 'dI
3-8 -L01(1.60)/ L6B 1.25 O.LI
6.7-to/((l so))/ 248 1.2s o.21
I.5 •64 1.253/ La I.8 0 0.38
Z•5 •471 1.L5 / tS9 1.80 O. LB
Z.
•I{ 1.80 / I50 I.LS 0.08
3.6 -18 1.60 / l60 1.25 0.06
3.7 -471 1.25 / 139 1.60 O. is
4.7 -84 1.25 / LB 1.80 0.38
TC 2x4 DFL 01 4 Btr.
K 2x4 DFL 41 4 Btr.
WEB Zx4 DFL STANDARD
Ice (e factor) = 2.00
Refer t�oint QC Detail Sheets for
Cq factors and Rotational Tolerances.
Loaded for 10 PSF non -concurrent ,CLL.
Drainage shall be provided to a" d ponding
Bud verticals are designed for axial loads
only, n less noted otherwise.
Not designed for attic storage unless
noted • ravine.
5-0 3
Designed per ANSI/TPI 1-2007
Fabr catina Tolerance = 20.0%
Bearings designed for um Fclerp value of the
lesser of the tress chord lumber value or
625 for all bearings.
IEC/IRC truss plate values arc based on
testiag and approval as required by IEC 1703
and I/TPI and are reported is Hit -1118.
PLATING ATING BASED ON GRVALUES.
This truss is designed using the
ASCX7-10 Wind Specification
Bldg Enclosed = Yea,
Truss Location = Not Bud Zone
l,lddg letnggtth = 68.00 ft. Bldg Width = 60.60 ft
Re" roof height = 12.51 ft, mph = 110
Occapaacy Cateeggory II, Dead load = 13.2 psf
Designed um tlain aired Pom Resisting System
Low-rise and Components and Cladding
Tributary Area = 24 sqft
Vertical members exposed to wind: S. 1, 7- 4
7 SYA 7 SYd.
5-0-3
B1 B2
W:508 W:508
R:504 R:504
U:121 I 12-0-0I U:-121
5 6 7
connector plates are Alpine Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S' for Super
ength 18 ga. Plates are t0 be positioned per Joint Detail Reports.
This desiggnn based on chord bracing applied
per the following schedule:
aux 0.c. from to
TC 24.00" 0. 0. 0 12- 0- 0
UPLIFT REACTION(S) :
Support C4C Wind Non -Wind
1 -121 lb
2 -121 Ib
BOIM?frAL RXACTION(S)
support / -Z85 Ib
support 2 Z8S lb
BUTTE COUNTY
BUILDING DIVISION
APPROVEED
T. Tp/V�
No. C 72160
t
\�OF CAUF�
268 - Homewood Truss
"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING/
Cast: BILLER
(CA)
"*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_ B_0330815_L00007_j00001
A
Trusses "c"i" gamma care in fabricating, handing. ahipPng, installing and bracing. Refer to erW follow the Wrest edition of BC51 (Building Component
W0: Dri Ve_R_0330615_L000
Safey Information, try TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per SCSI. Unless
Dsgnr: AW $LC = 51 WT/PLY: 97
1V
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
lace truss
TC Live 20.00 pelf
_ _
LiveDar L=1.25 P=1 .25
�� r� rt
IUUU^\\\\vvv���IJJJIIII
for permanent lateral restraint of webs shag have bracing installed per BCS/ sections 83, B7 or X70, as applicable. ADPN Wates to each of and
position as shown above and on Na Joint Details report, unless noted otherwise.
TC SnaW (Pf) 0.00 pelf
SaOWDar L=1.15 P=1.15
ALPINE
Alpine, a division of ITW Building Components Group Inc., shag not be responsible for any deviation from this drawing. any failure to build the truss in
TC Dead 14.00 psf
Rep Rbr Bad /Comp /Teas
AN fTW COMPANY
conformance with ANSVTPI 1, or for handling, shipping, installation 8 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.10 / 1.10 / 1.10
2920 N. Great SIN Pkwy. Grand Prairie, TX 75060
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI/TP11 Sec.2
TRUSPLUS 6.0 VSE: T6.5.20
For mare information sea this job's general notes page and these website.:
ALPINE:www.aloineilw.cam:TPCvm 16nstero. WTCA:ww,vebcnouslrvora'CC:-ieeaefa.pro
Bldg Code: CRC -2013
DBFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: FOG Qty: 1 I
RG
E -LOC
REACT SIZEREQ'D
-114 I.25 /
1
0- 2-14
243 5.79"
1.50"
2
1- 4. 0
51 3.50"
1.S0"
3
2. 8. 0
lee 3.50"
1.50"
4
4- 0- 0
118 3.50"
1.59"
S
5- 1- 0
144 3.So-
1.50"
6
6-11- 0
143 3.50"
1.50"
7
8- e- 0
118 3. SO"
1.59"
8
9- 4. 0
2"3.50"
1.59"
9
10- 8- 0
S1 3.50"
1.59"
10
11- 9- 2
242 5.79"
1. SO"
NAE
DEFLECTION
(e
0.01
0.01
99
L/9MM 1-2
)• LC 1
2011.60) 0.01
L-
0.00" D=
0.09" T= 0.00"
�= joist 1-tisws
-
0.01
0.01
I
L
e- e• a t11
L- m• 11 11
e- e- o
z- e- e
34-
o• 12
4- o- e
4
s- 1• 0 a 13
s- l- e
s
6
0 e- e u
O -
al- 1
6u• o
■ - e- o
T
e
a e• a 1116
0
e - a - e 17
S.4• e
u - o - o
TC
COIR. 1101. / IRKS.11111110 C51
1-2
-114 I.25 /
Pa1.60 0.00L-1.lit
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
1.25 /5003-4
4 -5
•los 1.23 /
-los 1.2S /
in1.60 e.a
u1.6011.82
s-6
-1w 1.25 /
241.6011.026-7
noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Location. shown
for lateral have bracing installed 83,87 870, Apply to each lace truss
-101 1.25 /
171.60e.a7-1
lu�\vl I
��� ^ n
-115 1.25s1.6011.04e•s-194l.Z3
z•1.60)) 0.a
$OOWDIII' L=1.15 P=1.15
to*RI7(I.Ce)/ 'L-(1.60)
(0-04111
TC Dead 14.00 psf
OCaI
12-13
/
s.el
0.01
Is- u
/
0.01
14 1
/
0.01
15-16
16.17
/
/
o.ol
Is
R
COW. 7'®115. til. 6I
2-l/
•Ie0 1.L5O.a
3-12
-101 1.25 /
20 1.eo o.01
4.13
s-14
.591.zs /
ss 1.zs /
0.01
0.01
7.15
-10/ 1.25 /
2011.60) 0.01
11.16
44 1.60) 0.82
4-13
6-14
ss 1.. /
-sa 1... /
0.01
0.01
TC 2x4 DFL i1 !Btr.
K 2z4 DFL 41 4 Btr.
WEB 2x4 DFL STANDARD
Her (creep factor) = 2.00
Refer to Joist QC Detail Sheets for
Cq factors and Rotational Tolerances.
Luded for 10 PSF "m-aacarrerat BCLL
(lark all interior bearing locations.
Permanent bracing Is rreeqqmiced to
Wceveat rmtatiu/tspling. See
I and ANSI/TPI 1.
PLATING BASER ON GREEN LUMBER VALUES.
HORIZONTAL REACTION(S)
support 1 148 Ib
support 2 -116 lb
support 9 116 Ib
support 10 -148 lb
Designed per ANSI/TPI 1.2411117
Fabricati" Tolerance = 20.0%
Bearings designed for as FcPerrpp wine of the
lesser of the truss chord 1"ber volae or
0.5 for all bearings.
IRC/11C truss plate values are based on
testinngg and approval as required by INC 1703
and ANSI/TPI and are reported in FSB -1118.
Install Interior sappert(s) before erection.
Building designer shall verily gable loads
and eave leads, if applicable.
(+1 gable bracing required w 42" intervals,
if exposed to aid load applied to face.
See I1111IiC6's Gable Bracing Details.
Not designed for attic storage "less
"ted otherwise.
1
1 6-2 3 4 5 6 7 8 9 0-0 1 6-0-0 1
7 00 -7.0
2.5X4
1.5X4 J�� 1.5X4 1.5X4 y^� 1.5X4
0
12-0-0
10 11 12 13 14 15 16 17
4- -1
SHIP
OVER CONTINUOUS SUPPORT
UPLIFT REACFION(S) :
Support CAC Find Nan-Wid
1 -17 Ib
2 -6 Ib
3 -28 Ili
4 -9 Ib
S -10 16
6 -10 lb
7 -9 16
8 -28 lb
9 -6 1b
10 17 16
This tress is designed "Ing the
ASCE7.10 find Specification
Bldg Enclosed = Ties,
Truss Location = Not Ed Zone
Exp Category = C
Bldg knzth - 68.00 ft, Bldg Width = 60.00 ft
Re"ros height = 11.92 ft, ph = 110
Oceupaney Category II, Dead Load = 13.2 psf
Joe
Deo Ju Maio Wind Force Resisting System
ow -rine gad Components and Cladding
Tributary Area = 31 sgft
Truss designed to support 1-0-0 top chord
ontlookers and cladding load net to exceed
10.0 PSF one face, and 24" spare opposite face.
Top chord may be notched 1.5' deep z 3.5" wide
atppeeriodically along top edge. DO N07 OVRRCQE.
Na IlnoIt or other lumber defects allowed
within 12" of notches. Do not notch in
plates, overhang or heel panel, or (NNL)
BUTTE COUNTY
BUILDING DMISION
APPROVED
No. C 72160
\�OF GAUIF
Ali connector plates are Alpine Wave 20 ga., unless preceded try "H' for High Strength 20 ga., "S' for Super 10/22/2015
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
268 - Homewood Truss
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Comet: KILLBR
(CA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_033081S_L00007_J00001
require extrema car, in fabricating, handing, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
W0: Drive_M_033081S_L000
Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per SCSI. UNess
Dsgar: AW :ILC = 40 WT/PLY: 75
v VTrusses
ry
noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Location. shown
for lateral have bracing installed 83,87 870, Apply to each lace truss
TC Live( 20.00 prof
LiveSnowDOr L=1.25 P=1.25
lu�\vl I
��� ^ n
permanent restraint and n webs shall per th.r sections or as applicable. plates of and
position as shown above erM on the Joint Details report, uNess noted otherwise.
TC Snow P 0.00 8f
f
$OOWDIII' L=1.15 P=1.15
Alpine, a division of ITW Building Components Group Inc., shag not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 psf
Rep iD)r End / Camp / Tens
AN /TW COMPANY
conformance with ANSI/TPI 1, or for handling, shipping, installation 8 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of prufesslonal engineering responsibility
BC Live 0.00 psf
1.00 / 1.00 / 1.00
2820N. Great SWPkwy. Gnnd Prefile, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
l:C Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSVTPI i Sec.2
THUSPLUS 6.0 VER: TS . 5.2U
For more information see this job's general notes page and these web sites:
ALPINE: w,wastdneitw.eom: TPI: MWAgi g&M WTCA: wYAV.ebe(ndwirv.emt ICC: Mmylassfe.om
IB1dg Code: CRC -2013
DBFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: G01 Qty: 1 1
RIG Z -LOC REACT SIZE REQ'D
1 0- 2-12 1747 5.50" 1.80"
2 22- 9- 4 1747 5.50" 1.88"
EAR DEFLECTION (spam)
L/999 M 3-4 (LIVE) -LC 1
L= .0.16" D= -0.31" T= .0.47"
__ /.let 1-1:11-
l 0- o- 0 1 e- o- 0
z s -e-0 a 5 -e -o
3 s- 7- B 9 ll- 6- 0
4 u -4-t m T3.0
s 17- 3- a u za- o- 0
6 za- o- 0
CILMC1L Ko= Falces:
iC COIF. am. / 703. DBI. LSI
1-2 -2733 1.zs / taj1.6o 0.az
z -s •z33s 1.zs / w 1.60 o.a
3-4 .3109 1.zs / tum 1.00 0.09
-s .zags 1.zs / .11 1.60 o.a
s-6 •1733 l.zs / 103 1.60 0.111
19-011 Camp. 011
F11111:D)/ gas 1.25) o�i2
8-s 54D / son 1.a. o.s3e-10 sd / 2275 1.z5 0.47
J38
C034.(OOI.)/ 703. DIE. CSI
3.8 / 606 1.15 0.37
3-s a093p.z5)/ sz 1.so o*: as
3.0 / z0s 1.zs 0.09
4-s 1.zs 0.09
4110-1093p.zs)/ sz 1.60 0.35
5-m / 906 1.zs 0.37
TC 2z4 DFL 91b Btr.
k 2x4 DFL i1 ► Btr.
WEB Zz4 DFL STANDARD
Bcr (creep factor) = 2.00
Refer to Joint QC Detail Sheets for
Cq factors and Rotational Tolerances.
Loaded for 10 PSF mum-4wx,orremt ICU.
Drainage shall be provided to avoid pending.
Continuous lateral restraint attached to
flat TC an indicated. Lumber shall he
structural grade. Brace d 24" o.c. unless
noted.
Not designed for attic storage -less
noted otherwise.
T
3-9-9
T=
0-4-3
5-10-15
1
Desiened per ANSI/TFI 1-2087
Fa►r eatium tolerance = 20.0%
Bearings designed for an Fclerrpp valme of the
lesser of the truss chord lumber value or
625 for all bearings.
IRC/IRC trusts plate values are based on
testinwwgg and approval um required by IRC 1703
and ANSI/TPI and are reported is FSR-1118.
Permanent bracing is required to
ISI= rotation/toppling. See
I and ANSI/[PI 1.
PLAYING RASED ON GREEN LUMBER VALUES.
91 hip girder supports 6-0-0 setback corner
set and end jacks one face and 2-0-0
tributary length split TC/1C opposite face.
conventional framing by others.
t 5-10-15
5 6
7.0D 11-0-0 7.0
180# 180#
..... ..... AYA
This design based an chord III racing applied
per the following schedule:
man n.c. from to
TC 24.00" 5-10-15 17- 0. 0
UPLIFT REACTION(S) :
Support CCC Wind Non -Wind
1 .93 Ib
2 -93 lb
This trusts is designed using the
ASCE7-10 Wind Specification
Bldg Enclosed = Yea,
Loss location = Not End Zone
Category = C
11 Length - 68.00 ft, Bldg Width = 60.00 it
Meam roof height
ry= 11.90 it, mph = 110
Designedpan Main ®lad,Foead Load m Resisting13System
los-rise and Components and Cladding
Trlhntary Area = 79 sgft
BUTTE COUNTY
BUILDING DIVISION
T
APPROVED
4-4-7
tSHIP
0 4 3l..tccc�
81 B2
W:508 W:508�
R:1747 R:1747
U:-93 U:-93
19
1�
23-0-0
7 8 9 10 11
All connector plates are Alpine Wave 20 ga., unless preceded by -H' for High Strength 20 ga..'S' for Super
Strenoth 18 9a. Plates are to be ooshioned oer Joint Detail Reoorts.
No. C 72160
CIVIi
OF f AU1
10/22/201
268 - Homewood Truss
"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cast: MILLER
(CA)
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_0330815_L00007JJ00001
ting, ling. shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
Trusses require a#Fame care in fabricahand
W0: Drive_M_O33081S_L000
Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Insiders shall provide temporary bracing per BCSI. Unless
Dsgnr: AW SLC = 40 WT/PLY: 134
v V Tu
^ t7
noted otherwise, top chord shall have property attached structural sheathing and bottom chard shall have a propend attached rigid ceiling. l.ocathru shown
for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83.87 or B10, as applicable. Apply plates to each face of truss and
TC Live 20.00
LiveDur L=1. ZS P=1. ZS
D lu�\vl I
���
positian as shown dome and an the Joint Details report, unless noted otherwise.
psf
TC SOOW P 0.00 Sf
<
SnowDur L=1.15 P=1.15
Alpine, a division of ITW Building Components Group Inc., shag not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 sf
P
1e i)br Bad / CO /Teas
P
AN /TW COMPANY
conformance with ANSIfnal 1, or for handling, shipping, instatation B bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.00 / 1.00 / 1.00
2820 N. Groat SW Pkwy. Grand Peale, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure /s the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI?P/ 1 Sec.2
TRUSPLUS 6.0 VER: T6.5. 20
For more information see this job's general notes page and these web sites:
ALPINE: 'TPI: =GIJWaj=WTCA: ' ICC: vmWfzoalLm
Bldg Code: CBC -2013
DBFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
Truss ID: G02
Qty: 1
BIG I -LOC REAR SIZE REQ'D
TC 2x4 DFL 41 A Btr.
Desir�eedd per ANSI/IPI 1-2007
This design based on chord bracing applied
1 0- 2-12 1050 5.50" 1.50"
K 2x4 DFL 41 t ttr.
Fab anTolerance = 20.0%
per the following schedule:
2 22- 9. 4 1050 5.50" 1.50"
WEB 2x4 DFL STANDARD
Bearings designed for an Fclerp volae of the
111120K w.c. £roe to
EAI DEFLECTION (appaauu)
-Lc
Bcr (creep factor) = 2.00
lesser of the truss chord lumber value or
TC 24.00" 7-10-15 15- 0- 0
L/999 IDD! 8-7 (LIVE) 1
Refer to Joint QC Detail Sheets for
825 for all bearings.
UPLIFT REACTION(S) :
I= -0.05" D= -0.10" T= .0.15"
Cq factors and Rotational Tolerances.
IRC/11C truss plate values are basyed on
Support C!C Wind Non -Wind
-o a:
Dolled for 10 FSFshall
and ochre -1118703
as teedi in
BC Live 0.00 psf
-to it as o- as
i
be roviidded�to avoid ponding.
aandtMI/IPI npo t+val
ESR
2 -84 16
x g- a- s s a- a- a
PLATINBAS® ON LNDFJI VALUES.
Continuous lateral restraint attached to
HORIZONTAL REACTION(S)
I 2- s- o B 7• e• a
1 u- a- 0 1a a- g- o
This truss is designed Doi the
ns
flat TC as Indicated. Luber shall be
s4P° rt 1 113 Ib
s 15- a- a 11 IS- s• o
i
ASCET-10 Wind Specification
structural grade. trace s 24" o.c. ®less
support 2 113 Ib
g 17• o- 0 12 its. s• 0
Bldg Enclosed = Yes,
noted.
CBITIGL Ye® wxcss'
Tx Con. o.Teas.gat.ISI
Truss location = Not End Zone
Not deai�ed for attic storage ®less
1161".11e 1.00 o.z4
Cate a = C
B 7 -
noted et rwi-z
za-1a6s1.0 / 140 1.60 o.1a■1
a•4 / 1u Isoo.1s
Lensth = 88.00 ft, Bldg Width = 00.00 Et
Near height 12.48 £t, = 110
•11x4011.x3
4.3 -12401.x3 / 1w 1.60 0.is
roof' = mph
Oe Category 11, Dead Load = 13.2 sf
s•Bnost.0 1.60 o.ts
Force Resistinngg S to6.x
11082.108 / 11e 11.So 0.14
Deo:=" gain®ind
- Law-rrrise and Components and Claddiugys
OF Cotu.(a01.)/ 7 CSI
Tributary Area = 48 sgft
ono
/
11x9 1.x3 DO`
10221.x3 o.so
110-u
/
-ging1.us o. a0
111.11
•sap so)/
nes 1.108 o.0
�
CO". /
Teas. CS1
z -e
-xg6 1.0 /
111 o.m
a -s
-57 1.60 /
150 1.25 o -u
3.10
4.10
•44 1.Bo /
F.
-sue 1.x5 /
x32 1.108 0.10
F.
Be 1.60 0.11
5.10
-44 1.90 /
rat 1.x3 o.10
s -u
.57 1.60 /
350 1.x3 0.14
e-11
-Van 1.15 /
121 1.so 0.07
7-10-15
1 2
i 7-10-15 t
4 5 6 7
7.00 7-0-0 -7.0
B1 B2
W:508 W:508
R:1050 R:1050
U:-84 U:-84
'�Q
' I 23-0-0 0-
8 9 10 11 12
All connector plates are Alpine Wave 20 ga., unless preceded by "H' for High Strength 20 ga., "S' for Super
Slrenoth 18 aa. Plates are to be positioned Der Joint Detail Reports.
BUTTE COUNTY
BUILDING DIVISION
APPROVED
10/22/2015
268 - Homewood Truss
"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWMGI
Cust: MILLER
(CA)
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIE: Drive_I)_0330815_100007J00001
require e>7reme care in fabricating, handing, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
W0: Drive_M_0330815_L000
SefeN Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless
Dsgnr: AW :)LC = 40 WI/PLY: 1491
v VTrusses
ru
noted otherwise, tap chord shall have properly attached structural sheathing and bottom chord shall have a property attached rind ceiling. Locations shown
^ (�
for permanent lateral restraint o1 webs shag have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and
TC Live 20.00 psf
L1veDar L=1.25 P=1.25
lu�\vl I
���
position as shown above end on the Joint Detain raporL uNess noted otherwise.
TC Snow(PF) 0.00 psf
(
SnowDar L=1.15 P=1.15
Alpine, a division of ITW Building Components Group Inc., shag not be responsible for arty deviation from this drawing, any fagure to build the truss in
TC Dead 14.00 psf
Rep ebr Bad / Coup /Tens
AN /TW COMPANY
conformance with ANSIA PI 1, or for handling, shipping, installation x bracing o1 trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional englneerfng responsibility
BC Live 0.00 psf
1.10 / 1.10 / 1.10
2820 N. Great SIN Pkwy. G.W Prahfe, T)f 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI/rP/ 1 Sec.2
TFUSPLUS 8.0 VHF: T8.5.20
For more information see Nie jobs general notes page and Nese websites:
ALPINE: vHnv.eloneitw.cam:TPL toiratom WTCAw,wsbelndustw.aro:ICC:www.iccsafeor"
Bldg Code: CRC -2013
DEFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: G03 Qtv: 1
BR6 I -LOC REACT SLZE REQ -0
1 0- z-lz I'S' s.s0" 1o
2 22- 9- 4 1050 5.50" 1.50"
HA% DEFLECTION (span) :
L/999 TOO! 1-2 (LIVE) LC I
L= .0.05" Do- .0.10" T= •0.15"
1•l•r I.c.tlm
1 0- 0- a 7 o- o- o
z e- o• 0 e 7- o- o
1 10- o• 0 0 it0• o
4 13- 0- 0 to 10.- 0. 0
s n- o- 0 11 x3. 0. 0
6 23- 0- 0
CIMCtt. mos FORM,
TV an. (stn. / rsLs. oua. ISI
I-L-1489(i.zs1.60 0.14
x-3 -ta4a 1.L5 / 15L 1.60 0.17
3-4 -O4s 1.E5 / 1L0 1.60 0.16
4-5 •1147 1.25 / 15L 1.60 0.17
5-8 -1465 t.zs / 100 1.60 0.L4
cc
CORP. N. / TEO. CSI
7.8 -3a 1.80 / 1107fli...
s O.La
e-9 / 933 o.xs
9.10 / e3as 0.x5
10-11 -39(1.60)/ tins I 0.x9
if COAT. 00. ""' 7IPI5.ISIL-Cts n 15�........-i'001
0.073a iso 0.173-9 -60 I.eo uo o.a4-9Bo 1.. uo0 0.17
4.10 -a 1.60 / 4085 0.17s -lo -za5 I.xs / Iso04
0 0.07
TC 2x4 DFL 81 b Btr.
K 2x4 DFL F1 t Btr.
WEB 2x4 DFL STANDARD
Ker (-e factor) = 2.00
Refer tv Joint QC Detail Sheets for
Cq factors and Rotational Tolerances.
Loaded for 10 PSF ooa-coaeorrmt BCLL.
Drainage shall be provided to awid ponding.
PTATIN6 BASED ON GREEN LMER VALUES.
This truss is desi ed using the
ASCR7.10 Wind Specification
Bldg Enclosed = Yea,
Truss Location = Not End Zome
Exp Category = C
Bldg Length = 68.00 ft, Rldg Width = 60.00 ft
Bean r4ro height = 13.06 ft, ■ph = 110
Ocrnpamcy Cateeggo II, Dead Load = 13.2 psf
Designed a9 Hadoriimd Fon Resisting System
Lev -ilea sad Components and Cladding
Tributary Area = 46 sq£t
6-1-9
2
0A-3
DesiV�ned per ANSI/TPI 1-2007
Falls. tion Tolerance = 20.0%
Bearings designed for an Fc?erp wlne of the
lesser of the tress chord lumber valve or
625 for all bearings.
IRC/IBC truss plate values are based on
testivvgg and appenval as required by IRC 1703
and ANSI/TPI sad are reported In FSR -1118.
Cbatintons lateral restraint attached to
flat TC as indicated. Leber shall be
structural grade. Brace 0 24" o.c. unless
noted.
Not deal 21 for attic storage ®leas
noted otbeemise.
r 9-10-15 r 9-10-15
1 2 r3 4 5 61
7.00 i3-0-0 -7.0
This design based an chord bracing applied
per the following schedule:
max o.c-fens
to
TC 24.00" 9.10-1S /3- 0. 0
UPLIFT RRACIION(S) :
Support C►C Wind Non -Wild
1 .75 I►
2 .75 Ib
HORIZONTAL REACTION(S)
support 1 .145 lb
support 2 -145 lb
BUTTE COUNTY
BUILDING DIVISION
APPROVED
6-8-7
SHIP
0-4-3
B1
B2
T
w:508
y. T. Tq/y
8:1 050
8050
1
8:1050
U:-75
U:-75
0-
0-
23-0-0
7 8 9 10 11
No. C 72160
OF CALIF
AB connector plates are Alpine Wave 20 ga., unless preceded by "H" for High Strength 20 go., "S" for Super
10/22/2015
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
268 - Homewood Truss
"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cnst: MILLER
(CA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIR: Drive_M_O330815_L00007-j00DOI
Trusses require extreme care in lubricating, hand ing, shipping. installing and bracing. Refer to and follow the latest edition of SCSI (Building Component
WO: Drive_M_0330815L000
_
Safety Information, by TPI and WrCA) for safety practices prior to performing Nese functions. Installers shall provide temporary bracing per SCSI. Unless
Dsgnr: AW
f)LC = 40 WT/PLY: 1481
V V ry
noted otherwise, top chord shall have property allached structural sheathing and bottom chord shall have a property attached dod ceiling. Locations shown
for lateral have bracing installed SCSI 83, B7 810, Apply to each face of truss and
TC Live
20.00 psf
LiveDtlr L=1.25 P=1.25
�l ��� t� t7 t�
l�t��\V\I111
/�/
Dermanenl restraint of webs shag per sections or as applicable. plates
position as shown above and on the Joint Details report, unless noted otherwise.
TC Snow(PE)
0.00 psf
SnoWDtar L=1.15 P=1.15
)I 111 r��J
Alpine. a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this di-ing, any failure to build the truss in
TC head
14.00 psf
Rep Mhr End / Coup / Tens
AN ITW COMPANY
conformance with ANSUTPI 1, or for handing, shipping, installation 8 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live
0.00 psf
1.10 / 1.10 / 1.10
2820 N. Great SW Pkwy. Grand Prairie, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure /s the responsibility of the Building
BC Dead
8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI/TPI f Sec.2
TRUSPLUS 6.0 {BR: T6.5.20
For more information see this job's general notes page and these web sites:
ALPINE: Mm&aWaljtw.omTPI: WAll[fill WrCAwICC: nyukatitilgla
Bldg Code: CRC -2013
DM RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
Truss ID: G04
Qty: 15
BIG Z -LOC 1EACT SIZE REQ'D
TC 2x4 DFL it t Btr.
Desieaed per ANSI/ PI 1.2807
UPLIFT RHAC[ION(S)
1 0- 2-12 1313 3.50" 1.50"
BL' 2x4 DFL it t BtIr
Fabr cation Tolerance = 20.0%
Support C4C Wind Non -Wind
2 22- 9- 4 1313 5.S0" 1.50"
DEFLECTION
WEB 2x4 DFL STANDARD
testings designed for an FcPerrpp vaIne of the
1 -65 It
MAI (span) :
L/999 HER 7-8 (LIVE) LC 40
Ker (creep factor) = 2.00
Refer to Joint QC Detail Sheets for
leaser of the truss chord Ina6er volae or
625 for all bearings.
2 -65 Ib
HORIZONTAL REACIION(S) r
L= -0.16" D= -0.15" T= -0.31"Cpl
faetore and Rotational Tolerances.
IRC/IRC truss plate values are based on
support 1 17S lb
- )•tat Intim =
Lwded for 10 PSF mon-concorrcat SCLL.
testing and approval as required by IRC 1703
support Z -175 lb
1 0. 0- 0 a s- o• o
z 6- o- o 7 7. 6- 0
PLATING BASED ON 62M LUMBER VALUES.
20 Live Load battoa In
and I/TPI a� are reported in R-1118.
This truss is desired using the
ASC87-10 Wind Spec ficatiea
s 17. 0- 0 a 15- 6- o
4 17- o- o s zs- o- o
psf applied to chord
accordance vitt IBC/I1C code provisions.
P
p Enclosed = Yes,
d8
SIts .e- o
Truss Location =Not Sad Zou
tx17CTI alv. // Ttixz. lxi
C..1 .
Category_ C
B1 Leaeth - 68.00 tY. Bldg Width = BIt.. t1t
ZS / el 7.60 O. LI
I.2 5F
L-3 -17zzs / 142 l.eo 0.24
1
Wean r0o hes t 13.53 ft, nob = 110
= 71
I.4 •1723 / 142 7.60 o. Z•
-11I.:
4-s / et l.so 00.23
Occupancy Cate ary II, Dead Los = 13.2 psf
Designed Ma Wind Force Resists System
.1873s
as n
- Los-rlse and Components and Cladding
Its mv.((atm.))/ tea. CSI
6.7 -31(1.80)/ 1012 .1: oil,
_
Tributary Area = 46 sgft
7-B / 1013 l.zs 0013
8-9-sl(1.60)/ 1312 1.25 00.17
sI
WIN an. IWt. / TMfli....i0l
z-7 344 t470 o.oe
Its 71 Leo / 717o.a0
1
S. 74 1.a0 / 7a1s 0.30
4•8•sae I-zs / 147 0.09
268 - Homewood Truss
(CAJ ry
ALUMNI
AN /TW COMPANY
2870 N. Great SW Pkwy. Grand Prelde, TX 76050
TRUSPLUS 6.0 VER: T6.5.20
1 11-0-0 11-6-0 r
1 2 +3 4 5T
7.00 -7.0
5X6
7- -9
SHIP
2
0-4-3
131 B2
W:508 W:508
RA 313 R:1313
U:-05 U:-05
P1 23-0-0
6 7 8 9
All connector plates are Alpine Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super
"WARNING!"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses recluire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component
Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless
noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown
for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83. B7 at 810, as applicable. Apply pates to each face of truss and
Position as shown above and on the Joint Details report unless noted otherwise. ,
Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure to build the truss in
confotmz with ANSI/TPI i. or tot handling, shipping, installation 9 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
Designerper ANSI/riol 1 Sec.2
For more information see this job's general notes page and these web sites:
ALPINE: www.aloineitw.cem: TPI: www.ttom: WTCoinsA: www-sbeindvstrv.ord: ICC: X0MMJQnsfe.oM
BUTTS COUNTY
BUILDING DIVISION
AROVED
�.T. Ti�yV ,
No. C 72160
cavo- P
OF IF
10/22/2015
CUSt: iIILLER
DIB: Drive_M_0330815_L00007-J00001
W0: Drive_1111_0330815_L000
Dsgnr: AW RLC = 42 WT/PLY: 13
TC Live 20.00 psf LiveDor L=1.25 P=1.25
TC Snow(Pf) 0.00 psf SnowDor L=1.15 P=1.15
TC Dead 14.00 psf Rep Mbr End / Comp / Tens
BC Live 0.00 psf 1.10 / 1.10 / 1.10
BC Dead 8.00 psf O.C.Spacing 2- 0- 0
Bldg Code: CRC -2013 DBFL RATIO: L/240 TC: L/2-
Job Name: MILLER RESIDENCE Truss ID: G04D Qty: 2 1
RG I -LOC REACT SIEE BE
1 0- 2-12 1313 S.SO" 1.50"
2 22- 0- 4 1313 5.50" 1.51"
MAX DEFLECTION (spam)
L/999MEN 1-8 (LIVE) IC 44
L= -0.18" D= -o.IS" T= -0.31"
o J.i•t butt -
I o- o• o a e- a- o
z s- o- o T I• e- o
s u- a- o a Is- e- o
4 IT. o- o a z3- o- o
s z3- o• o
CaMULL I� FORM:
Te coo. •at. / Tints 6I
1•t-1975(1.LS / 81F-1-1-:116:01
. L3.3 -17zL 1.25 / 1. O.TA3.4.1Tz3 1.z5uzo.4-s •1s7s(p10. tzS / e1o.zs
ace cOMP
a,'( 603 iu i( 603 �a�
T-8 •BSs 1.80 / (878((1.603 0.45
8-8 -101 1.60 / 3364 1.60 0.47
R co". OU1. / 71815. DN. CSI
z-7 sae 1.60 / zte 1.60 0.13
3a azs l.so / 7a 1.z5 0.30
3-8 -128 1.60 / 747 1.zS 0.30
4-8 506 1.60 / 219 1.60 0.13
TC 2x4 DPL i1g ":IC 2x4 DFL B1 4 Its,
was 2x4 DFL STANDARD
ler (creep factor) = 2.00
Refer t• Joint QC Dew Sheets for
Cq factors and Rotational Tolerances.
Loaded for 10 FSF non-conemrent BOLL.
PLATING BASED ON GREEN LUMBER VALUES.
20 psf Live Load applied to bottom chord in
accordance with IBC/IIC code provisions.
Deslerped per ANSI/TPI 1-2007
Fab nation Tolerance = 20.0%
Bearings designed for an FcP rp valne of the
lesser of the trustschord lumber volae or
625 for all bearings.
IRC/IBC truss plate values are based on
testinngg and approval as required byy IBC 1703
and ANSI/TPI and a" reported is ESII-1118.
+ + + + + + + + + + + + + + + + + + + + + +
Designed for 2.S R lbs drag load applied
horIxoatally, in either direction to the top
chord panelinto, with dead + 0 % live
loads using load duration = 1.60.
Horizontal reaction = 2.5 R lbs at each
bearing individually. Connection by others.
+ + + + + + + + + + + + + + + + + + + + + +
11-6-0 11-6-0
1 2 3 4 5
7.00
5X6
7.0
UPLIFT IIBACTION(S) :
Support C*C Bind Non -Wind
1 -65 lb
-65 Ills
HORIZONTAL REACTION(S) :
support 1 2409 1►
support 2 -2499 1►
This tress is designed using the
ASCET-10 Wind Specification
Bldg Enclosed = Yes,
Truss Location = Not W Zone
Ezp Category = C
Bldg Length = 08.00 ft, Bldg Width = 60.00 ft
Ream roof height = 13.53 ft, Kpb = 110
Occupancy Cate�•ry II, Dead Load = 13.2 psf
Designed as Hain Wind Force Resists System
Low-rise and Components and Cladding
Tributary Area = 46 sgft
2
0-4-3
B1 82
W:508 W:508
R:1313 R:1313
U:-65 U:-65
0
23-0-0
6 7 8 9
are Alpine 1
as are to be
"H" for High Strength 20 ga.,'S" for Super
BUTTE COUNTY
BUILDING DIVISION
A'PROVE
7- -9
SHIP
tjiti.
SITqN��
No. C 72160
CIVIL P
OF CAUF
10/22/2015
268 - Homewood Truss
"WARNING!'" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
cast: MILLER
(CA)
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIE: Drive_M_0330815_W0007-J00001
Trusaea require eurame care in fabricating, handing. ehipping, instating and bracing. Refer to and follow the latest edition of BCSI (Buildng Component
W0: Drive_M_0330815_L000
Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per SCSI. Unless
Dsgar: AW SLC = 46 MPLY: 134
V V
noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached dgid ceiling. Locations shown
for lateral SCSI 63, B7 810, Apply to face truss
have bracing finless
TC Live 20.00
LiveSnowDor L=1.25 P=1.25
��� I� f9
permanent restraint n webs shag sections or as applicable. Olates each of and
no per
position as shown above end on the Joint Details report, unless noted otherwise.
psf
TC SnowP 0.00 8f
( f
SaowDar L=1.15 P=1.15
I(llln\\V\i-II)
Alpine, a division of ITN Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 8f
P
Re M6r Bad / CO /Teas
P
AN ITW COMPANY
conformance with ANSUTPI 1, or for handing, shipping, installation 8 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.10 / 1.10 / 1.10
2820 N. Great SIN Pkwy. Grand Prattle, 7X 75050
solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI/TPI T Sec.2
TBUSPLUS 6.0 VER: T8. S . 20
For more information see this job's general notes page and Mese web sites:
ALPINE: wxw.aloineitw.cam: TPI: ---.loins(.ors' WTCA wmaebcindustrv.om: 1CC: www'.icceele.em
Bldg Code: CRC -2013
g
DM RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: G05 Qty: 2
BRG %-LOC REACT SIZE REQ'D
1 0- z-12 6857 5.50" 3.66"
2 22- 9. 4 7665 5.50" 4.09"
WAX DEFLELTION (span) :
L/999 MEN 10-I1 (LIVE) LC 1
L= .0.16" D= -0.36" T= .0.52"
Jdat locatteas o
l a•
::12z o•• • as a-- 4- !42
o• o o•o3 eto a
• 1a- o
s 1ilxto-- 4
a1 13 x3-
o
TC
CORP. / TW.(Kt•) CSI
1•z
s /
•1 14915....
s.a
z-3
3.4
-01588s
•8375 /
83.23
4-5
-8545s /
295
-a
-83014s /o.a1
noted otherwise, top chord shall have properly attached Structural sheathing and bottom chord shall have a property attached dgid ceiling. Locations Shown
Apply lata
6-7
-101855s /
0.88
at
C0M.(001.)/
.CSI
TEO.filil
e-9
/
Ilszo.ea8-in
Rep Mbr Rod / Comp / Tens
/
Ilia .sz10-11
11-1212.13
/
stall.x5 0.49
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
/
100401.x5 0.76
la
COM. .)/GSI
s.1160)/o21za0
TflUSPLUS 6.0 V80: T6.5.20
For mora information see this job's general notes papa and these web sites:
gIPINE: TPI: W7CA ICC:
Bldg Code: CRC-ZO13
-.11zs /
IFR
tat 1.eo
4-10
•n71.60 /
e41.60 /
u o.eo o.ot
0.013-10
star 1.zs 6.78
4.11
/
so38 Lzs o.0
s -u
•s7(/.so)/
sa o.90 0.oz
6-11
6.12
-asa7(1.25)/
/
0.42
3739(1.25) 0.76
TC 2x4 DFL 41 t ltr.
K 2x6 DFL SS
WEB 2x4 DFL STANDARD
2x4 DFL 41 A 1tr. 4-11
WEDGE 2x0 DFL 42
Kcr (creep factor) = 2.00
lK/l1C trams plate values are based an
temtixg sad approval as required by IBC 1703
and ANSI/TPI and are reported in 2-1118.
Permanent bracing is required to
�reveal rotation/toppling. See
I and ANSI/TPI 1.
PLATING BASED ON GREEN LUMBER VALUES.
Z-PLYI Nail w/lOd COMMON, staffered(p/eer NDS)
in: TC- 4 BC- Z WAS- 2 PER FOOT1••
st
Cluster screws, if shown, are 3" long.
Not designed for attic storage unless
noted otherwise.
••[PM]=PLATE MOINTTOR USED -See Joint Report"
Destined pr ANSI/TPI 1-2007
Fabrication Tolerance = 20.0%
Bearings designed for an FeFerp value of the
lesser of the truss chord lumber value or
625 for all bearings.
Refer to Joint QC Detail Sheets for
Cq factors and Rotational Tolerances.
leaded for 10 PSF non-wawrreat BCLL.
a t t t+++♦♦ t♦+♦ u t a s.+♦ a
Nail pattern dawn is for FLIP too" and
Crut loads converted to PLP leads only.
Concentrated loads shall be distributed to
:=ply equally. Multi -fly with rs are
based ea hanger mile aniag 3.0" na is min.
into the carrying member.
If she" nae additional fasteners for point
loads from the back plys, distributed syn.
in the chords, within 12" of hanger flannngge.
IF 2.5" GUN NAILS ARE USED, ANY 9X9%
AMOUNTS SHOWN shalt BE INSTALLED FROM THE
FRONT AND BACK FACE EQUALLY(T'OTAL N4I1S =
DOUBLE THE AMOUNT SHOWN), 3 PLY OR LESS.
10d = 10d NAILS, SDS = Simpson SDS screws
or equivalent substitute.
(•) = Special Connection Req. (by others)
NAIL pattern shown is based on:
IOd BOX - 0.128" dia. : 3.0" tong nail
I. COMMON = 0.148" dia. x 3.0" long nail
180 BOX - 0.135" die. z 3.5" to nail
l6d COMMON = 0.162" dia. : 3.5" long nail
EEE , 11-6-0 F 11-6-0
2-PLYS 1 2 3 4 5 6 71
REQUIRED 7.007.00
6X8
UPLIFT REACTION(S) :
Sgprt CAC Wind Won -Wind
1 -218 lb
2 -Z44 Its
HORIZONTAL RFACTION(S)
support 1 176 lb
support 2 .176 1►
This tress is designed using the
ASCE7-10 Wind Specification
Bldg Enclosed = Yes,
Tress Location = Net Rod Terre
Category = C
11 ft Length = 68.00 ft, Bldg Width = 60.00 M
Wean roof height = 13.53 ft, mph = 110
Ocwpaury Category II, Dead Lead = 13.2 psf
Designed as Maio Wind Force Resisting System
- Low-rlse and Components and Cladding
Tributary Area = 342 sgft
----------LOAD CASE 81 DESIGN LOADS ----------------
Dir L.Plf L.Lec R.PIf R.Loc LL/TL
TC Vert 84.00 - 1- 0- 0 94.00 0- 0- 0 0.48
TC Vert 68.00 0- 0. 0 68.00 23- 0- 0 0.59
TC Vert 84.00 23- 0- 0 94.00 24- O- 0 0.48
K Vert 493.25 O- 0. 0 483.25 23- 0. 0 0.46
..Type... lbs %.Loc LL/TL Fastemer
TC Vert 0.0 0. 2-12 1.00
TC Vert 0.0 22- 9- 4 1.00
BC Vert 1675.0 16.11- 4 0.48
7t9
SHIP
2
0-4-3
B1 B2
W:508 W:508
R:6857 1675# R:7665
U:-218 1 0U::-244
1:21 23-0-0
8 9 10 11 12 13
All connector plates are Alpine
Strength 18 aa. Plates are to be
"H" for High Strength 20 ga., "S" for Super
Install truss as shown relative to bearing
and load locations. === Do not reverse ===
BUTTE COUNTY
BUILDING DIVISION
APPROVED
T. rev\
No. C 72160
CNII. �P
OFCAUF
10/22/2015
268 - Homewood Truss
"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cast: MILLER
(CA)
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_0330815_L00007_JO0001
Trusses require extreme care In fabricating, handing, Shipping, installing and bracing. Refer to and follow the latest edition of SCSI tBuildng Component
W0: Drive_M_0330815_L000
Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Insta08rs shall provide temporary bracing per SCSI. Unless
Dsgur: AW #LC = 40 WT/PLY: 194
v V ra
noted otherwise, top chord shall have properly attached Structural sheathing and bottom chord shall have a property attached dgid ceiling. Locations Shown
Apply lata
TC Live 20.00
LiveSnowDur L=1.25 P=1.25
n �� r� r7
� I �\ I I
a int n webs ishall D have report installed per SCSI sections B3,07 or Big, as applicable. plates to each of truss and
for permanent lateral above
position as shown above aM on the Joint Details repos, uNess noted oMerwae.
psf
TC SnowP 0.00 psf
( f)
$uOWDur L=1.1$ P=1.15
TIL J- u v
Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this dtawing, any failure to build the buss in
TC Dead 14.00 psf
Rep Mbr Rod / Comp / Tens
AN ITW COMPANY
conformance with ANSI/TPI 1, or for handling, shipping, installation d bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.00 / 1.00 / 1.00
2820 N. Groat SW Pkwy. Grand PrafAe, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI1TP/1 Sec.2
TflUSPLUS 6.0 V80: T6.5.20
For mora information see this job's general notes papa and these web sites:
gIPINE: TPI: W7CA ICC:
Bldg Code: CRC-ZO13
DEFL RATIO: L/240 TC: L/2401
Job Name: MILLER RESIDENCE
Truss ID: HR -B
Qty: 2
BIG X -LOC REACT SM REQ'D
TC Zz4 BPL i1 t Btr.
Designed per ANSI/TPI 1-2007
UPLIFT IBACfION(S)
1 0- 3. 8 318 7.00^ I. SO"
HORZ BIR 2x6 DPL i2
Fabrication Tolerance = 20.0%
Sapp rt C4C Wind Non -Wind
2 8- 6-10 370 2. I2" 1.50"
ger (�reee factor) = 2.00 ,
Bearings designed for an FeIrerp volae of the
1 -185 lb
3 14- 6- S zu 1.50" I.SO"
Refer to Joint QC Detail Sheets for
lesser of the truss chord lumber value or
2 -z02 lb
4 to- 6- S 218 1.50" 1.50"
Cq factors and Rotational Tolerances.
625 for all bearings.
3 -199 lb
S z3- S-11 43 1.50" I.SO"
Loaded for 10 PSP mon-concurrent ZCLL.
IRGIRC trams plate valva
es re based on
4 -177 Ib
6 N/A
WAX DEFLECTION (span)
Hark all interior hearing locations.
testieegg and approval m required by IRC 1703
5 -TA Ib -6 lb
L/999 M 2-3 (LIVE) Lc 72
Install interior ssssppppoort(s) before erection.
PLATING BASED ON GRH81i1 LUMBER VALUES.
and ANSI/TPI and are reported in EBR -1118.
Permanent bracing Is to
HORIZONTAL REACTION(S)
sapport 1 408 Ib
L= -0.03" Do -0.04" To -0.07"
.... . a r . r r ... r .. r .... a
required
reveat rotation/toppling. See
This truss is designedming the
WAX DEFLECTION (cant) :
OVEZBAN6(S) SAT BE SHORTENED UP TO 3" MAX.1
I and ANSI/TPI 1.
ASCE7-10 Wind Specification
1/999 M 2-3 (LIVE) LC 72
Overhang Soffit loading = 5.0 psf
Not designed for attic storage unless
Bldg Enclosed = Yee,
1= -0.03" Do •0.04" To -0.07"
......................
noted otherwise.
Loss Location = Not Rod Zone
-= Jwiat t-0- -
Corser ratter shall be supported " shown
Ezp Category = C
1 0- 0- 0 4 4- 1-11
t 9• e• 7 S s- 5. D
(designed by others). Shia for fall contact
for
Bldg Length = 68.00 ft, Bldg Width = 60.00 ft
Mean height it, h
3s- L- I e a• s• 9
at bearing locations required support.
root` = 12.30 ■ = 110
QTTILLL IDOan FORM:
n camp. / 1131s. csl
Oi- l 0 1.11 / 4L 1.15 0.14
0ccapamcy Category II, Dead Loa a 8.4 psf
Designed as Maio Wlsd parte Resisting System
Low-rise Components Cladding
Ll -175 1.60 / Les l.0 0.162
1-L -sal l.0 / 1st 1.60 0.18
- and and
Tributary Area = 16 ssgqft
L-3 •848 1.15 / 18e 1.80 0.08
3.4 -ses l.rs / 138 1.60 0.09
---------- LOAD CASE 41 DESIGN LOADS ----------------
Dir L.Plf L. Loc R.Plf R.Loc LL/TL
4•s ase 1.18 / 64 1.60 o.is
TC Vert 78.00 - 1- S. 0 78.00 O- O- 0 0.51
4-s -278 1.25 / 35 1.60 o.z1
7C Vert 0.00 0- 0. 0 112.93 T. 0- 9 0.58
s•6 -261 1.60 / Ill 1.60 o.LL
0.0 -147 / 68 1.60 00.10
TC Vert 34.00 7- 0. 9 34.00 23- 6- 7 0.59
L"
0.0 31 1.zs / Is l.zs o.1a
00.00 a 1.15 / 1 1.60 0.00
® tbla. BDt. / 7IX8. D
.
1-2 -307 1.13 / 64 1.80 O.IL
Min
L•1 / 847 I.LS O.LB
3.4 -30111 1.60 / B59 1.23 0.13
4-5 -159 1.00 / 384 1.28 0.17
1 2 3
4 6
495
:U
� 8-5-9 i
OVER 5 SUPPORTS
B5
W:108
R:43
U:-24
LI
3-10-
1
BUTTE COUNTY
BUILDING DIVISION
APPO ` V E®
Ag connector plates are Alpine Wave 20 ga., unless preceded by 'H' for High Strength 20 ga., "S" for Super
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
10/22/2015
268 - Homewood Truss
"WARNING!"* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"*IMPORTANT"
Cost: MILLER
DIB: Drive_M_0330815_L00007_J00001
CA
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
require enrema care in fabricating, handling. shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Buildlng Component
WO: Drive_M_0330815_000
Safety Information, b/ TPI and VVTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless
gor
Ds: AW
$LC
= 78 WT/PLY: 75
v VT,usses
1M
noted otherwise, top chord shall have property attached structural Sheathing and bottom chord shall have a properly attached dgid ceiling. Locations shown
SCSI 83. 87 870, feta truss
TC Live
20.00 psf
LiveSnowDor L=1.2S P=1.25
_ I�I��\V\IJiI
��� r� m
for permanent lateral restraint .webs shag have bracing installed per sections or as applicable. APPN plates to each of and
poslEon as shown above eM on tire Joint Details report unless noted otherwise.
TC SaOW (Pf)
0.00 psf
SnOwDar L=1.15 P=1.15
Alpine, a division of ITW Building Components Group Inc., shag not be responsible for any devisdon from this drawing, any fadure to build the truss in
TC Dead
14.00 psf
Rep Mfbr Bad / Coulp / Tens
AN f7W COMPANY
Ionto,a- with ANSIrrPi 1, or for handling, shipping, installation S bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live
0.00 psf
1.00 / 1.00 / 1.00
2620 N. Great SW Pkwy. Grand Prairie, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead
0.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI/riel 1 Sec.2
TFUSPLUS 6.0 VER: T6.5.20
For more information see this lob's general nota. page and Nese web sites:
ALPINB:wwwala"gin eons.TPcwwtmn,tnrarWTCA:wwwsbda
�� lee: www ieesafaam
Bldg Code:
CBC -2013
DEFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
RRG I -LOC REACT SIZE REQ'D
YC 2x4 DPL 41 4 Btr.
1 0- 3- 8 318 7.00" 1. So"
Holz BLB Z'S DFL 42
2 S. 7-11 368 4."" 1.S0"
I (exeQQ factor) = Z.00
3 14- 0- S 268 1.50" 1.50"
Refer to Joint QC Detail Sheets for
4 1S- S- 3 75 1.so" 1.50"
Cq factors and Rotational ioleramces.
S N/A
Lmaded for 10 PSP mon-tronea7rent SCIA.
EAI DEFLECTION (span)
L/999 1®1 2-3 (LIVE) LC SB
Earle all interior bearing locations.
1= -0.03" D= -0.04" I= -0.07"
Install interior eea�pp�ort(s) before erection.
PLAYING BASED ON GRHBN LUMBER VALUES.
EAI DEFLBCTION(cant) :
at♦t+rt+♦♦♦♦+♦a a♦a♦a♦.
L/999 Kim 2-3 (LIVE) LC SB
OVERHANG(S) KAY BE SHORTENED UP TO 3" BAR. I
1= .0.03" D= -0.04" Y= -0.07"
Overhang Soffit loading = S.0 psf
,islet 1-ti•as-
+++++++ ♦ i +++ a+r ♦ ++++♦+
1 0- 0- 0 4 a- 9-13
Carmer rafter shall be supported as shomm
z 3• a- 7 s a. S. 9
72
(designs by otbera). Shim for fou contact
r3 S 2: -
at bearing locations for required support.
7c
Calci.r. / TM. cs
0L- 1
0i 1
4x 1.x50.14
1-1-1570
/x94
-We5
1.0o.ia1-z
Its 1.so0.111
x-3
-Ii565
xle 1.600.09
3.4
-967s
x03 1.600.104-s
-uses /
-1060
es 1.110o.zzs-0
ss 1.600.x1
for permanent lateral restraint of webs shell have bracing installed per BCSI sections B3. B7 or BIO. as applicable. Apply plates to each face of truss and
a5
ze 1 r 0.1110.0
�\ I'
���
-15 /
1 1.60 0.00
HE
e. /
t0Ir.
70fS. 9
1-z
zs /4L
1so?.z-3
conformance with ANSoVTPI 1, or for handing, shipping, installation 6 bracing of trusses.
A seal n this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
3-4
- /
•1.so /
940 1.zs
sal 1.211
o.Z6
0.zz4-s
BC Dead 0.00 psf
1.60 /
s4s 1.211
0.19
Truss ID: HR -C
Deslf�peedd per ANSIRPI 1-ZtB7
Fabrication imleraMe = 20.0%
Bearings designed for an PcPerp value of the
lesser of the truss chord lumber value or
BES for all bearings.
IRC/IBC truss plate values are based on
testMog and approval as required by INC 1703
and ANSI/7PI and are reported in R-1118.
Permanent bracing is required to
prevent rotation/toppling. See
[Ment
ANSI/'CTI 1.
Not designed for attic storage unless
noted otherwise.
are Alpine V
es are to be
"H" for High Strength 20 ga., "S° for Super
2
UPLIFT RRACTION(S) r
Smpport C&C Wind Non -Wind
1 .109 16
2 -Z44 lb
3 -207 lb
4 -95 lb -85 Ib
HORIZONTAL REACfION(S)
support 1 Z82 1b
Tbis ernes Is designed using the
ASCE7-10 Wind Specification
Bldg Enclosed = Yes,
Truss Location = Not End Zone
1S%xy Category = C
B171g Len = 68.00 ft, Bldg Width = 60.00 tY
Kean roof heigeght ry= 11.76 ft, mph = 110
OccupancyDesigasamin Wind Force RResisting8Sys em
Loa -rise and Compunents and Cladding
Tributary Area = 16 syft
___-LOAD CASE 41 DESIGN LOADS ----------------
Dir L.Plf L.Loc R.Plf R.Loc LL/TL
TC Vert 78.00 - I- s- 0 78.00 0- 0- 0 0.51
TC Vert 0.00 0. o- 0 112.93 7- 0- 9 0.59
TC Vert 34.00 7. 0- 9 34.00 IS- 5 -IS 0.59
BUTTE COUNTY
BUILDING DIVISION
APPROVE®
T.
No. C 72160
f
cavo- P
OF
10/22/2015
268 - Homewood Truss
"`WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
Cast: BILLER
(CA)
"*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_K_0330815_L00007_J00001
reRuire enreme care in /abricating, handing, shipping, installing and bracing. Refer to and follow Nlatest edition of BCSI (Building Component
Wil: Drive_M0330815_L000
_e
4R g5
Safely Intormalien, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless
W 108
v VTrusses
ru
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached dgid ceiling. Locations shown
R:268
n r7
for permanent lateral restraint of webs shell have bracing installed per BCSI sections B3. B7 or BIO. as applicable. Apply plates to each face of truss and
TC Live 20.00 psf
U:-207
�\ I'
���
position as shown above and on the Joint Details reporL unless noted otherwise.
TC Saow(P� O.QO psf
SaowDor L=1.15 P=1.15
u v
Alpine. a division of ITW Building Components Group Inc.. shat not be responsible for any deviation from this drawing, any failure to build Me truss in
TC Dead 14.00 psf
Rep Mbr End / Coup/Taos
AN /TW COMPANY
conformance with ANSoVTPI 1, or for handing, shipping, installation 6 bracing of trusses.
A seal n this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.00 / 1.00 / 1.00
2630 N. Great SW Pkwy. Grand Prairfe, TX 75050
W 108
BC Dead 0.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSUTPI 1 Seat
TBUSPLUS 8.0 VER: T8.5.20
R:75
Bldg Code: CBC -2013
DEFL RATIO: L/240 TC: L/24
U:-95
7X6
6.8.14
2.5X4
7
1
3SHIP
2.5X4
404
2.5X4
-244
3-10-1
3X8
rR:368
1
I
0-4-3
B
W:700
R:318
4.95
8-7-11
15-
15
U:-109
14.6-5
t1 5 0'
8-5-9
OVER 4 SUPPORTS
are Alpine V
es are to be
"H" for High Strength 20 ga., "S° for Super
2
UPLIFT RRACTION(S) r
Smpport C&C Wind Non -Wind
1 .109 16
2 -Z44 lb
3 -207 lb
4 -95 lb -85 Ib
HORIZONTAL REACfION(S)
support 1 Z82 1b
Tbis ernes Is designed using the
ASCE7-10 Wind Specification
Bldg Enclosed = Yes,
Truss Location = Not End Zone
1S%xy Category = C
B171g Len = 68.00 ft, Bldg Width = 60.00 tY
Kean roof heigeght ry= 11.76 ft, mph = 110
OccupancyDesigasamin Wind Force RResisting8Sys em
Loa -rise and Compunents and Cladding
Tributary Area = 16 syft
___-LOAD CASE 41 DESIGN LOADS ----------------
Dir L.Plf L.Loc R.Plf R.Loc LL/TL
TC Vert 78.00 - I- s- 0 78.00 0- 0- 0 0.51
TC Vert 0.00 0. o- 0 112.93 7- 0- 9 0.59
TC Vert 34.00 7. 0- 9 34.00 IS- 5 -IS 0.59
BUTTE COUNTY
BUILDING DIVISION
APPROVE®
T.
No. C 72160
f
cavo- P
OF
10/22/2015
268 - Homewood Truss
"`WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
Cast: BILLER
(CA)
"*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_K_0330815_L00007_J00001
reRuire enreme care in /abricating, handing, shipping, installing and bracing. Refer to and follow Nlatest edition of BCSI (Building Component
Wil: Drive_M0330815_L000
_e
Safely Intormalien, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless
Dsgor: AW #LC = 62 WT/PLY: 594
v VTrusses
ru
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached dgid ceiling. Locations shown
n r7
for permanent lateral restraint of webs shell have bracing installed per BCSI sections B3. B7 or BIO. as applicable. Apply plates to each face of truss and
TC Live 20.00 psf
LiveDor L=1.25 P=1.25
�\ I'
���
position as shown above and on the Joint Details reporL unless noted otherwise.
TC Saow(P� O.QO psf
SaowDor L=1.15 P=1.15
u v
Alpine. a division of ITW Building Components Group Inc.. shat not be responsible for any deviation from this drawing, any failure to build Me truss in
TC Dead 14.00 psf
Rep Mbr End / Coup/Taos
AN /TW COMPANY
conformance with ANSoVTPI 1, or for handing, shipping, installation 6 bracing of trusses.
A seal n this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.00 / 1.00 / 1.00
2630 N. Great SW Pkwy. Grand Prairfe, TX 75050
solely for the design shown. The suitability and use o1 this drawing for any structure Is the responsibility of the Building
BC Dead 0.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSUTPI 1 Seat
TBUSPLUS 8.0 VER: T8.5.20
Far more information sea Mie job's 0enerd notes papa end these web sites:
gLpINE:mvveloneiw.com:TPl: WTCA: ICC:wwwicaefa.ere
Bldg Code: CBC -2013
DEFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: HR -D Qty: 1 I
BIG I -LOC REACT SM REQ'D
1 0- 3- 8 187 7.00" 1.50"
2 4. 3.12 237 2.12" 1.50"
3 10- 3- 7 282 1.50" 1.50"
4 11- Z-10 91 1.50" I.59"
S N/A
HAI DIFLILTION (span)
L/999 8SD 3-0 (LIVE) -LC 46
Lr .0.03" D= -0.03" T= -0.06"
HAI DEFLELTION (cant
L/999 HIB OL- I (LIVE) SLC 57
1-- .0.02" D= -0.03" T= .0.05"
- Jalot lootlraa o
10- o- a a 4- 2.11
Z
. 3. 0-/o
CliME L 10➢OII imam:
Tc Cm F. a61. / TB1Lq. DOT. CSI
OL- t 0 I.zS / 4L 1.25 O. I4
1.1 aw 1.60 / ale l.xs o.lh
1-z •162 1.60 / 334 l.zs 0.14
23 •148 1.60 / zzz 1.x5 0.11
a -o ne 1.60 / m 1.Be 0.17
o•o da 1.zs / as 1.60 o.v
o -o -1 1.60 / 1 1.80 0.00
IBB1COR*. 0. / T.(D
-z -185 1.25 / 0t3 0. tut
Z:2z8 1.0 / 0.04
268 - Homewood Truss
!�V rem
ALFINF
AN ITV/ COMPANY
i20 N. Great SIN Pkwy. Grand Praide, TX 75050
TRUSPLUS 6.0 VSE: T6.5.20
TC 2x4 DFL Sl b Btr.
HORZ DLA 2x6 DFL I2
Ker (creep factor) = 2.00
Refer to Joint QC Detail Sheets for
Wactors and Rotational Tolerances.
ed for 10 PSF von-eonem revt BCU.
Hark all Interior, hearing locations.
Install interior aaappppeart(s) before erection.
PLATING BASED ON GRSBtt LUKBE1 VALUES.
t+ a♦++ t t♦+ t i r r r r+ t t+ a t
OVAAHANG(S) HAY BE SHORTENED UP TO 3" MAL I
Overhang Ssffit loading = 5.0 psf
4 1 1.♦ i . i i 4 4 4 4 4# 4 4 4♦♦ 1
Corwer rafter shall be supported as shoos
(designed by others). Shim for fall contact
at hearing locations for required support.
5 I-0
0-4-3
Designed per ANSI/7PI 1-2007
Fabrlcatign Tolerance = 20.0%
Bearings designed for oo PcF:r� value of the
lesser of the truss chord Iaa6er value or
625 for all hearings.
IRC/IBC truss plate values are based on
testiaagg and approval as required by IBC 1703
and ANSI/TP1 and are reported in 1-1118.
Permanent bracing is required to
Imemt rotation/toppling. See
and ANSI/TPI 1.
Not designed for attic storage unless
noted otherwise.
2 3
Ali connector plates are Alpine Wave 20 ga., unless
OVER 4 SUPPORTS
by "H' for High Strength 20 ga., "S" for Super
B4
W:106
R:91
U:-106
i
2-1-
1
5-6.10
SHIP
2
"`WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component
Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Integers shag provide temporary bracing per BCSI. UNeas
noted othervvise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. 1 -mations shown
for permanent lateral restraint of webs shag have bracing installed per BCSI sections 83, B7 or B10, as applicable. Apply plates to each face of truss and
poSidon as shown above and on the Joint Details report, unless noted otherwise.
Alpine. a division of ITN Building Component; Group Inc., shag net be responsible for any deviation from this drawing, any failure to build the truss in
conformance with ANSI/TPI 1, or for haring, shipping, installation 8 bracing of busses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
Designer per ANSYTP/ 1 Sec.2
For more Information see this job's general notes page and these web sites:
UPLIPr REACrION(S) :
Support C&C Wind Nan -Wind
1 -71 lb
2 -214 lb
3 -247 lb
4 -106 lb -89 Ib
HORIZONTAL BHACrION(S)
support 1 232 lb
This truss is designed using the
ASCE7-10 Wind Specification
Bldg Enclosed = Yes,
Trans Location = Not end Zone
Etq Category = C
Bldg Length = 68.00 ft, Bldg Width = 60.00 it
rs
Hearoo height = 10.68 ft, ph = 110
Decal, Cateeggoory H Dead Lead = 8.4 prof
Designed us Ta Wind Fom Resists System
Lw -rise and Components and Cladddlug
Tributary Area = 8ft
----------LOAD CASE 41 DESIGN LOADS ----------------
Dir L.PIfI.Loe R.PIf R. Loc LL/TL
TC Vert 78.00 . 1- S- 0 78.00 0- 0- 0 0.51
TC Vert 0.00 U. 0- 0 40.75 2- 9-I1 0.59
TC Vert 34.00 2. 9.11 34.00 11- 3. 6 0.59
BUTTE COUNTY
BUILDING DIVISION
APPROVED
No. C 72160
t
Code: CBC -2013 IDEFL RATIO: L/240 TC:
NU?13> N
10/22/2015
Cast: )fILLBR
DIB: Drive_M_033061S_L00007_J00001
WO: Drive_M_0330815_1,000
Dsgnr: AW
CLC = 62 Wr/PLY: 3
TC Live
20.00 paf
LiveDur L=1.25 P=1.25
TC Snow(Pf)
0.00 psf
SowDar 1i P=1.15
TC Dead
14.00 psf
Rep Bbr Bind / Comp / Tens
BC Live
0.00 psf
1.00 / 1.00 / 1.00
BC Dead
0.00 psf
O.C.Spacing 2- 0- 0
Code: CBC -2013 IDEFL RATIO: L/240 TC:
Job Name: MILLER RESIDENCE Truss ID: HR -G Qty: 2 1
ERG
I -LOC REACT SIZE REQ'D
1
0- 3- 8 318 7.00" 1.50"
2
8- 8-10 370 2.12" 1.50"
3
14- 6- S 232 1.50" 1.50"
4
16- 1-11 ZZ 1.50" 1.50"
5
N/A
MAX
DEFLECTION (span)
L/999 COLI 2-3 (LIVE) LC 58
L- -0.03"
D= -0.04" T= -0.07"
MAR
DEFLECTION (cant) :
L/999 1®1 2-3 (LIVE) LC 56
L= -0.03"
D= .0.04" T= -0.07„
_=
J•Int L-tiwn m
l
2
O. O- 0 4 8- 7-11
3• a- 7 S a• S• 8
1
S. 2- I
Ct1T1CAL KOMU FORM:
TC C01R. / TM. CS
OL- l
0 1.Z5 / OZ 1.25 0."
1-1
-lag 1.60 / Z95 1.25 o.0
1.2
2-3
-808 l.zs / I135 /.So 0.16
.617 1.25 / 1" 1.60 0,aa
1.4
-NS 1.Z5 / 178 1.60 0.09
4-5
•578 1.25 / 93 1.60 0.Z2
5.0
0-0
•121 1.60 / so 1.130 0.22
-so 1.ES / 9 1.60 0.14
o -o
a l.zs / ! 1.60 0.00
atv. mut. / T0i4. o
1•z
amU / u Iso? o.II
2.3
-3801.60 / s2l 1.25 O.ZB
3-4
4.5
-2131.60 / 585 1.23 O. LL
-151:1111.60 / GSE I.24 0.21
TC 2x4 DFL Sl 4 Btr.
HOWL BLI 2x0 DFL 82
Icr (creep factor) = 2.00
Refer to Joint QC Detail Sheets for
Ca factors and Rotational Tolerances.
Loded for 10 PSP non-COaem'rent WCLL.
Hark all interior bearsnngg locations.
Install interior suuppppoorts) before erection.
PLATING
RASED ON GREEN LUMBER VALUES.
+ + + + + + + + + + + + + ♦ + + + r + + + +
OVEIHANG(S) HAY BE SHORTENED UP TO 3" IIAI.I
Overhang SaMt loading = 5.0 psf
+ + + + + + + + + + + + + + + + + + + + + +
Corner rafter shall be supported as shown
(designed by others). Shin for fell contact
at bearing locations for required support.
Desieoed per ANSI/T!I 1.2007
Fabr cation Tolerance = 20.0%
Bearings designed for as }c?erp value of the
lesser of the trams chord lumber value or
BZS for all bearings.
IRC/IRC truss plate "Ines are based on
testinagg and approval u required by IBC 1703
and ANSI/7PI and an reported is ESR -1118.
F-raeaeat bracing is required to
HIeat rotation/to}}ling- See
and ANSI/TPI 1.
Not designed for attic storage unless
noted otherwise.
1
2 3
4 5
(CA)
"*IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
R-9 -5
W:108
W:
W0: Drive_M_0330815_1000
Safely Information, by TPI and TCA( for safety practices prior to performing these functions. Installer shall provide temporary bracing per BCSi. Unless
W
R:232
v VTrusser
ra
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
810, Apply lace
TC Live( 20.00 psf
U:-179
rT �� r� rf
O I jam\ I I`
sections B3, B7 or as applicable. pWtes to each of truss end
for permanent shown ab ve and n webs shag have bracing insets ad per SCSI otherwise.
posiEon as shown shove and on Na Joint Derails report, unlace noted athemise.
TC SrtOW P 0.00 psf
f
.25
SaoWDar L=1.15 P=1.15
/�1/ JI III II`. '.I
u vV
7-0-6
Rep i16r End / Comp / Tens
AN ITB COMPANY
conformance with ANSI/TPI 1, or for handing, shipping, installation 8 bracing of trusses.
A seal an this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 pair
1.00 / 1.00 / 1.00
2.5X4
solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building
W:202
0. C. Spacing 2- 0- 0
Designer per ANSI/TP/ 7 Sec.2
2.5X4
<61
For ..,ainformadonsaethspb'spenereInoespageendNesewebsitea:
ALPINE:Ee."loineitw.com: TPI: Y1ZOa tglOgtgl'g; WT CA 'IC C: www.icaale.aro
Bldg Code: CBC -2013
g
DEFL BATIO: L/240 TC: L/24
3X8
I
0-4 3
81
W:700
R:316
U:-108
14-6-5
45�O
8-5-9
r
OVER 4 SUPPORTS
All connector plates are Alpine Wave 20 ga., unless preceded by "H' for High Strength 20 ga., "S" for Super
W 108
R:22
U:-38
7 SHIP
UPLIFT REACTION(S) :
Support C4C Wind Non -Wind
1 .108 16
2 -Z41 lb
3 .179 Ib
4 -Z6 16 -38 Ib
HORIZONTAL REACIION(S) 1
support I Z93 Ib
This truss is desiened asiag the
ASCE?-10 Wind Spec ficatina
Bldg Enclosed = Yes,
Truss Location = Not End Zone
MMCategory = C
Length = 88.00 ft, Bldg Width = 60.00 ft
Hewn roof heiegghstry= 11.76 ft, ph = 110
De=Iggned= Ilio Wind,Foorrce, Rad ResistingBSystem
- Low-rise and Components and Cladding
Tributary Ana = 16 ssgr�ft
----------LOAD CASE til DESIGN LOADS ________________
Dir L.Plf L.Loc R.Flf R.Loe LL/TL
TC Vert 78.00 - I- S- O 78.00 0- 0- 0 0.51
TC Vert 0.00 0- 0- 0 IIZ.83 7- 0- B 0.59
TC Vert 34.00 7- 0. 9 34.00 16- 2- 7 0.59
BUTTE COUNTY
BUILDING DIVISION
APPROVED
��T.
No. C 72180
CNII, �P
� jVd
10/22/2015
268 - Homewood Truss
"WARNING!'n" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cast: iiILLEB
(CA)
"*IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_H_O33081S_L00007_j00001
require enreme care in fabricating, handing, shipping, instating and bracing. Refer to and follow the latest edition of BCS! (Building Component
W0: Drive_M_0330815_1000
Safely Information, by TPI and TCA( for safety practices prior to performing these functions. Installer shall provide temporary bracing per BCSi. Unless
W
Dsgnr: AW #LC = 62 WI/PLY: 604
v VTrusser
ra
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
810, Apply lace
TC Live( 20.00 psf
LiveSnowDur L=1 P=1.25
rT �� r� rf
O I jam\ I I`
sections B3, B7 or as applicable. pWtes to each of truss end
for permanent shown ab ve and n webs shag have bracing insets ad per SCSI otherwise.
posiEon as shown shove and on Na Joint Derails report, unlace noted athemise.
TC SrtOW P 0.00 psf
f
.25
SaoWDar L=1.15 P=1.15
/�1/ JI III II`. '.I
u vV
Alpine, a division of TPN Building Components Group Inc.. shag not be responsible for any deviation from this drawing, airy failure to build the truss in
TC Dead 14.00 psf
Rep i16r End / Comp / Tens
AN ITB COMPANY
conformance with ANSI/TPI 1, or for handing, shipping, installation 8 bracing of trusses.
A seal an this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 pair
1.00 / 1.00 / 1.00
2820 N. Great SW Pkwy. Grand Praidcr, TX 76050
solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building
BC Dead 0.00 psr
0. C. Spacing 2- 0- 0
Designer per ANSI/TP/ 7 Sec.2
TEUSPLUS 6.0 VHF: TtB.S.ZO
For ..,ainformadonsaethspb'spenereInoespageendNesewebsitea:
ALPINE:Ee."loineitw.com: TPI: Y1ZOa tglOgtgl'g; WT CA 'IC C: www.icaale.aro
Bldg Code: CBC -2013
g
DEFL BATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
Truss ID: 12
Qty: 7
Bill; g -LOC BRACT SIZE REQ'D
TC 2z4 DFL B1 ! Btr.
Designed per ANSI/TPX 1-2007
UILUT REACTION(S) :
1 0- 2.12 170 S. SO" I. SO"
K2z4 DFL STANDARD
Fabr cation Tolerance = 20.0%
Support C&C Wind Non -Wind
2 1-11- 0 SB 1.50" 1.50"
ger (c factor) = 2.00 -
Bearings designed for an FcP rp value of the
1 -41 Ib
2 Ib
3 1-11. 4 31 1.50" 1.50"
MAX DEFLECTION(span))
L/890 MEd 1-2 (LIVB)2LC I
Refer to slut QC Detail Sheets for
Cq fetors and Rotational Tolerances.
Leaded for 10 PSF non-conenrreot KLL.
lesser of the trans chord Imber valae or
825 for all hearings.
IRC/IEC truss plate values are based on
-38
This truss is desi using the
ASCE7-10 Wind Specification
L= 0.00" D= 0.00" T= 0.001'
Mark all interior hearing locations.
testing and approval as required by IBC 1703
AN in BSI
Bldg Enclosed = Yes,
Truss Location = Not End Lone
- J`Int mots_ -
o- o- 0 3 e- o- o
Install interior support(s) before erection.
PLATING RASED ON GREENY LUMBER VALUES.
and and are reported -1118.
Shia bearings (if needed) for req. smpport.
RapCategory = C
- z- o- o
x x- o- 0
k
Not design�eedd for attic storage ®less
solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building
B dl g Length = 08.00 ft, Bldg Width = 80.00 ft
CRMZCAL I
�((CnbDDtt40)
((DD00!!))
172 �18(1.fA3% Z(11 Ona
noted otEerwise.
DesignerperANSI/TPI f See.2
Mean roof heigk28=00
= 10.58 ft, b = 110
Oetvpamcy Category II, Dead Lna� = 13.2 psf
z -o z((t.0 / ti(1.so o.00
TRUSPLUS 6.0 VER: T16.5.20
For more information see this job's general notes page and these web sites:
ALPINE: wwwelunelMcom'TPI: wwwminstore:WTCA:wwwsbeindustvore:ICC: www iecaalepro
Designed as Main ®Ind Force Resisting System
- Low-rise sad C4>♦oaents and Cladii[rg
i[ ce"l (a➢f )/ 7ZILS. (011e) 05
1.4 ae 1.60 / 4e L80 o.os
+
Tributary Area = 4 eget
4-0 0 4.eo / 0 tso o. all
_
1-6-0
T
0-4-3
1
connector plates are Alpine Wave 20 ga., unless
en0th IS pa. Plates are to be positioned per Join
2
7.00
2-0-0
'3 4'
by *H' for High Strength 20 ga., "S° for Super
2-0-14
SHIP
BUTTE E COUNTY
BUILDING DIVISION
APPROVE®
Z6S - Homewood Truss
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cost: MILLBB
(CA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_0330815_1#00007_JO0001
require extreme care in fabricating, handing, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
W0: Drive_M_033081S_L000
Safety Information, by TPI and TCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI, unless
W
Dsgar: AW FLC = 48 WT/PLY: 104
v VTrusses
Ta
r� rt t�
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
for permanent lateral restraint of webs shall have bracing unleased per sections B7, B7 at 870, as applicable. Apply plates to each lace of truss and
TC Live 20.00 sf
LiveSnowDor L=1.25 P=1.25
_ I�r��\V\I.III I�r_
���
other
position as shown above and on the Joint Getaiu reporC unless noted otherwise.
TC S¢oW p 0.00 psf
(F
SnowDnr L=1.15 P=1.15
III
Alpine, a division of ITN Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 psf
Rep Mbr End / Comp / Tens
AN ITW COMPANY
conformance with ANSI/TPI 1, or lot handling, shipping, installation 8 bracing o1 busses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering tesponsiblllty,
BC Live 0.00 psf
1.15 / 1.10 / 1.10
2820 N. Great SIN Pkwy. Grand Prairie, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
DesignerperANSI/TPI f See.2
TRUSPLUS 6.0 VER: T16.5.20
For more information see this job's general notes page and these web sites:
ALPINE: wwwelunelMcom'TPI: wwwminstore:WTCA:wwwsbeindustvore:ICC: www iecaalepro
Bldg Code: CHC -2013
DBFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
Truss ID: 14
Qty: 7
Will; K -LOC REACT SIZE REQID
TC Zr4 DFL O1 t ■tr.
Deemed per ANSI/TPI I-ZOD7
OPLIPi REACTION(S) :
1 0- 2-12 221 5.50" 1.50"
EC Zz4 DFL STANDARD
Fahr catiad Tolerance = 20.0%
Support CI:C Wind Noo-Wind
2 3-11. 0 llo 1.50" 1.50
Ker (tree factor) = 2.0earings
j 0
B designed for an Fcperp value of the
1 -37 lb
Ib
3 1-11. 4 56 1.50" 1.50"
HAI DEFLECTION (s )-
Refer to oint QC Detail Sheets for
Cq factors and Rotational Tolerances.
lesser of the truss chard lumber volae or
625 for all bearings.
2 -77
3 -31 lb
L/999 HEM 1.2 (LIVE) LC 1
Landed for 10 FSF ran-awncmtrent {CLL.
IRC/IBC truss plate values are based on
HORIZONTAL REACTION(S)
L= .0.0111 D= -0.02" T= -0.03"
Hark all Interior bear1nngg locations.
before
testing and approval as required by INC 1703
AN I/TPI in ESR
anpport 1 103 lb
3 103 lb
_= jetat 1 -ti- =
1 0. o- 0 3 a- o- o
Install interior snpport(s) erection.
This tress is designed using the
and and an reported -1118.
PLATING BASED ON GRBE1111 11J1aHR
support
x x- a- 0 4 x- o- o
Ct1TICA[ 1111111111131 FORM:
ASC67-10 Wind Specification
Not designed for attic storage umless
TC cmu. r�atm6'1 T1914. csI
3
{1 finelosed =Yes,
d{
Truss Location = Not End Zone
Doted otherwise.
Bldg Code: CHC -2013
l -x -es(1. x7 t.xsj a..
x-o-x((((t.xs)/ 1 1.60 0.00
Bq Category = C
Bt 00111. m. / T@L4. C4I
s-4 -34 104 to((o1O.iso)) o.z3
■E dg Length - 68.00 it, Bldg Width = 60.00 it
Mean roof height = 10.59 ft, umb 110
4-o a(t.so}/ o(1.so) 0.00
occupancy Category 1I, Dead Loaa�d 13.2 psf
Designed as Maio ®Ind Force Resisting System, -Low-rise and Components and Cladding
Tributary Area = 4 sqft
2 -0
0-T44-3
All connector plates are Alpine V
Strenath 18 as. Plates are to be
1 2
7.00
01 W:1U8
W:508 R:56
R:221 U:-31
U:-37 3-11-12
1 1-0-0 2U -U
3 4
"H" for High Strength 20 ga., "S" for Super
B2
W:108
R:110
U:-77
3- -14
1-6-3 SHIP
1
13UT 1 E COUNTY
BUILDING DIVISION
T PPRO ED
T.
No. C 72160
R Af
���COF CALIV
288 - Homewood Truss
"*WARNING!"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cnst: BILLBB
(CA)
"*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIR: Drlve_K_033OgIS_L000O7_j00001
Trusses ..Quire extrema -lin fabricating, handing, shipping, installing and bracing. Refer to and fallow the latest edition of BCSI (Building Component
WO: Drive_li_0330815_1,000
Safety Information, by TPI and W1 -CA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Udesa
Dagnr: AW OLC = 50 WT/PLY: 144
v V is
rated otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
870, lace
TC Live 20.00
LiowDar L=1.25 P=1.25
�\ I I
��� r� r)
n webs int D have bracing unsealed per the sections B3, B7 or as applicable. Apply plates to each of truss and
for permanent lateral above and
position as shown shwa end on Na Joint Details .spud, unless noted othervrise.
psf
TC SnowP 0.00 s£
( f
SnoWllur L=1.15 P=1.15
U v
Alpine, a division of ITW Building Component Group Inc., shell rwl be responsible far any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 psf
Rep Mbr End / Comp / Tens
AN ITW COMPANY
conformance with ANSlfrPI 1, or for handing, shipping. installation 8 bracing of buttes.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.15 / 1.10 / 1.10
2820 N. Great sW Pkwy. Grand Pralde, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI/TPI 1 Seat
TFUSPLUS 8.0 VER: T8.5.20
For more Warmed... nee Nie job's general nolea galla antl these web sites:
ALPwe:wwwetdne;m,aem.Tpc mw ta;n,ra,a earCA: ICC:wwwi«aaf.a.a
Bldg Code: CHC -2013
DEFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
Truss ID: J10
Qty: 3
RB Z -LOC RUACT SIZE RBQ'D
TC Zz4 DPL S1 k Btr.
Desiened per ANSIRPI 1-2007
Required bearing widths and bearing arstaa
1 0- 2-12 314 5.50" 1.50"
BC Zz4 DPL 41 It Btr.
Fabrication tolerance = 20.0%
apppplyy dxu truss not supported in a banger.
2 e- 0.12 392 1.50" 1.50"
S 8- 0.12 98 LSO" 1.50"
Bcr (creee factor) = 2.00
Better Detail Sheets for
-Bearings designed for an FcPerr�� valve of the
lesser the Imber
DPLIF[ REACTIONS) :
Support CK Wind Non
4 9-11. 0 77 1.50" 1.50"
to Joint QC
Cq factors and Rotatioml 7oteraaees.
of truss chard value or
OLS for all bearings.
-Wind
2 -259 lb
S 5-11- 4 100 H6! 1.50"
(waded for 10 PSF non -concurrent I=. -
IBC/IBC truss plate veins are based con
3 -21 Ib -67 Its
Bit; HANGER/CLIP NOTE
S •Toe Nails 2 16d
Hark all Interior bearing locations.
testing and approval as required by IBC 1703
4 -47 Its
qty
Support Connectioa(s)/RanEer(s) are
deli for ha;izon{sal loads.
Install interior support(s) before erection.
This truss is designed using the
and I/YFI and are reported i■ R-1118.
PLATING BASED ON GREEN LUMBER VALUES.
HORIZONTAL REACTION(S)
support 1 284 lb -
AI DION
HAS ppaann
ASCE7-10 Wind Specification
Enclosed Yes,
Not designed for attic storage unless
support S 284 16
L/999 11101 1.2 (LIVE) LC 1
Bldg =
Truss Location = Not Bud Zone
noted otherwise.
BC Live
L- -0.05" D= -0.09" T= -0.14"
- Joint L-tim -
Emp Category = C
Bldg Lenetb 68.00 ft, Bldg Width 60.00 tY
2820 N. Great SW Pkwy. Grand Prairie, 7X 750M
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of f the Building
1 0- o- o a e• o- o
o
= =
Hera rwo height. = 11.78 ft, wpb = 110
0. C. Spacing 2- 0- 0
�iUo�o ER FORM:o
Occnpanay Cateeggoo II. Dead toad = 13.2 psf
Designed LT.r;iud Force Resists Systn
tai
1•L -2:56 60 / ll05O. Le
Tc Coe. us 7015.FI-101
as
- tow -rise and Coapoaents and Cladding
Bldg Code: CHC-ZO13
.
L -o m 1.L5 / 37s o.1]
0.O ]S 1.L5 / ]75 0.05
Tributary Ana = 12 sgft
,
0.0 L 1.L3 / 1 0.00
-
ce an.(0ut.)/ Tots.((DDDDll)) csi
3.4 La4(11 O.LO
'
.87(1.603/
4.0 0(1.60 / 01(1. L5)) 0.00
1 2
7�
H�6-0-0 4; -Toe Nails
3
W:108
R:100
U:
OVER 5 SUPPORTS
B4
W:108
R:77
U: -4T7
6-8-14
SHIP
3-10-3
1
BUTTE COUNTY
BUILDING DIVISION
APPROVE®
Ali connector plates are Alpine Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
10/22/2015
268 - Homewood Truss
"`WARNING!"* READ AND FOLLOW ALL NOTES ON THIS DRAWING(
Cnat: UILLHR
(CA)
"IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_0330815_L00007_J00001
reQulra extrema care in rabricating, handing, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
W0: Drive_M_0330815_L000
Safety Information, by TPI and WTCA) for safety practicesrs prior to performing these functions. Installeshall provide temporary bracing per BCSI. unless
Dsgnr: AW
&LC
= 54 Wr/PLY: _ 34
v VTrusses
>V
no ted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown \
for lateral have bracing installed BCSI B3. B7 B10, Apply to face truss
Live(
ZO.00
LiveDar L=I ZS P=1.25
rn �� r� r1
O IUA\\V�Illt
permanent restraint of webs shall per sections or as applicable. plates each of and
position as shown above and an the Joint Details report, unless noted otherwise.
.-TC
TC Snow P
psf
0.00 sf
.
SnowDar L=I.15 P=I. 15
II IILJ
Alpine. a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing. any failure to build Ma truss In
TC Dead
14.00 psf
Hep Mhr Bad '/ Comp /Tens
AN /TW COMPANY
conformance with ANSI/7PI 1, or for handling, shipping, installation 8 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live
0.00 psf
1.15 / 1.10 / 1.10
2820 N. Great SW Pkwy. Grand Prairie, 7X 750M
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of f the Building
BC Dead
8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI?PI 1 Sec.2
TSUSPLUS 8.0 VSB: T8.5.20
Fpr mora informetipn see Mss job's general notes page and these websites:
ApINE:www.eloneiw.com:TPi: W7CA:w w bdndnty ,, ICC: wwwieesefa.ara
Bldg Code: CHC-ZO13
DEFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
Truss ID: A CA
Qty: 2
BIG Z -LOC REACT SIZE REQ'D
TC 2x4 DFL i1 4 itr.
DeslfV per ANSI/I!I 1-2007
Required hearing widths and hearing areas
1 0- 2.12 314 S.SO" 1.50"
2 6- 0.12 393 1.50" 1.50"
iC 2x4 DFL 81 A ttr.
IF ratloa Tolerance = 20.0%
Bearings designed for FcTerrpp
aapp}}1y Then [roes not supported in a hanger.
REACTIONS)
3 8- 0-12 82 1.50" 1.50"
ger (cmQQ factor) = 2.00
Refer to Detail Sheets for
an value of the
lesser the truss chord lumber
IIPLIPf :
SupporRCt CWind Non
4 10- 0.12 153 1.50" I.SO"
Joiot QC
Cq factors and Ratational Tolerances.
of "Inc or
625 for all bearings.
-Find
2 -257 111,
5 11- 1-11 31 1.50" 1.50"
Leaded for 10 PSF non -concurrent ICL[..
IRC/IRC truss plate valves are based on
3 •17 lb -74 Ib
6 5-11. 4 100 HGR 1.5011
iR6 BANGER/CLIP NOTE
Herb all interior beari locations.
testinngg and approval as required by IRC 1703
4 -97 /h
8 -Toe Nails qty 2 IBd
Install interior sapportr) before erection.
HORIZONTAL REAC[ION(S)
and Ai6SIRPI and are reported im FSR -1118.
PLATING BASED ON GREPN LUMBER VALUES.
S -11 lb •8 1h
This truss is designed acing the
Support Comection(s)/Bauger(s) are
support I 292 16
Not designed for attic storage unless
ASCE7-10 Wind Spec ficatiaa
wt designed for horizontal toads.
14.00 psf
Rep llbr Bad / Comp, /Teas
AN ITW COMPANY
VAX DEFLECTION (span)
rapport 0 Z9L 16
noted otherwise.
iradgsa novation Bad Zone
L/999 KEN 1-2 (LIVE) LC 52
solely for the design shown. The suitability and use o1 this drawing for any structure Is the responsibility of the Building
BC Dead
=Ves,
Not
L- -0.05" D= -0.09" T= •0.14"
- JNat Iaeatim =
Designerper ANSI/TPI f Sec.2
Category = C
■t Length = 68.00 ft, Bldg Width = 60.00 ft
Kean height 11.76 1t, 110
I o-0.0 3 0.0.0
CRMsf
C&L K n Qalt�:o o
TEUSPLUS 6.0 VER: T6. S . 20
roof = mph =
egry _
Designedigas Hain ®lad Form Resisti 13SysYea
Ire Lata.
6a. / TlOs. LSI
DBFL RATIO: L/240 TC: L/24
low-rise and Components and Cladi�ng
1-L1.60
L-0 -ILL
/ 110 LLS O. LB
2.80 / Ll 1.80 O. LS
7ribatary Area = 12 sgft
0-0 -ti4
1.60 / 46 1.LS 0.03
0-0 -31
1.23 / 14 1.13 0.03
-
0-0
t 1.80 0.00
fC CORP. 1101. / iRR. DLII. CSI
3-4 -96 t.60 / 282 1.60 D.20
4-0 0 1.13 / 0 1.60 0.00
6-10-10
I
0-4-3
2
7� W:
W:108
R:153
U:-97
R:314
U: -
6-0-0 *Toe Nails
i3 4 r W:108
R:100
U:
OVER 6 SUPPORTS
B5
W:108
R:31
U:-11
7-5-8
SHIP
3-10-3
1
BUTTE COUNTY
SUEL DING DIVISION
.4 ROVE®
'
All connector plates are Alpine Wave 20 ga., unless preceded by 'H' for High Strength 20 ga., "S' for Super
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
10/22/2015
268 - Homewood Trus
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cast: ilILL66
(CA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_0330815_L00007_j00001
Trusses require extrema care in fabricating, 1,mErB, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component
W0: Drive_M_0330815_L000
-
Safety Information, by TPI and VVTCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per BCSI. Unless
DSgnr: AW
#LC = 62 PLY: 3
WT/
v V ra
mted otherwise, top chord shall have property attached structural sheathing and bottom chord shell have a property attached rigid ceiling. Locations shown
for lateral have bracing installed B3. B7 B10, as applicable. Apply to each lace of truss
TC Live
20.00 psf
LiveSnowDar L=1.25 P=1.25
Q IUI��\V\IJII
���
permanent restraint n webs snail per Cher sections or plates and
position as mown above and on Na Join[ Details report uNasa noted otherwise.
TC SaOw P
ow( f
0.00 psf
SaowDar L=1.15 P=1.15
Alpine. a division of ITN Building components Group Inc.. shall net be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead
14.00 psf
Rep llbr Bad / Comp, /Teas
AN ITW COMPANY
conformance with ANSIrfPI 1, or for handling, shipping, installation 8 bracing of trusses.
A seat on this drawing or cover page listing this drawing, indicates acceptance o1 proressional engineering responsibility
BC Live
0.00 psf
1.15 / 1.10 / 1.10
2820 N. Great SIV Pkwy. Grand Pralde, TX 76050
solely for the design shown. The suitability and use o1 this drawing for any structure Is the responsibility of the Building
BC Dead
8.00 psf
0. C. Spacing 2- 0- 0
Designerper ANSI/TPI f Sec.2
TEUSPLUS 6.0 VER: T6. S . 20
For more information nee Nis job's general notes page and these web si es:
ALPINE: w.11I12i1.tfltA m:TPI: 7pp7ylJgjgllgtg; WT CA mevsbeindustry.ora: ICC:www.icesafe.ora
Bldg Code:
CBC -2013
DBFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
Truss ID: J10C
Qty: 2
BIG I -LOC REACT SIZE 1EQ'D
TC 2x4 DFL Sl ! BU.
Desi wd per ANSI/TPI 1-2007
Required bearing widths and bearing areas
1 0- 2-12 308 S.SO" 1.50"
K 2x4 DFL S1 t Btr.
Fabrication Tolerance = 20.0%
when truss not supported in a hanger.
RIME
2 6- 0-12 463 1.50" 1.50"
3 S. 0-12 74 1.50"
2x4 DFL STANDARD 5-2
Bearings designed for an FcP r} value of the
UPLIPf BBACIION(S) :
1.50"
4 6-11- 0 93 1.50" 1.50"
Icr (�reee factor) = 2.00
Refer to Joint QC Detail Sheets for
lesser of the buss chord !amber volae or
625 for all bearings.
Support C!C Rind Non -Find
1 -20 Ib
5 5-11- 4 68 BGB 1.50"
Cq factors and Rotational Tolerances.
IRC/IRC trans plate values are based on
2 -288 lb
BBG HANGER/CLIP NOTE
Landed for 10 FSP non -concurrent RCLL.
testing and approval as required by IRC 1703
3 -64 Ib -106 Ib
5 Toe Nails qty 2 16d
Barb all Interior bearing locations.
and ANSI/TPI and are reported in FSR -1118.
4 -50 Ib
Support Connections)/ga�� r(s) are
not designed for horizontal loads.
PLATING EASED ON GREEN LUMBER VALUES.
Install interior support(s) before erection.
HORIZONTAL REACIION(S) -
MAX DEFLECTION (span) :
This truss is designed using the
Not designed for attic storage unless
support 1 264 lb
5 264 16
L/688 M®1 2-3 (LIVE) LC 50
ASCE7-10 Riad Specification
noted otherwise.
support
L- -0.07" D= -0.14" T= -0.21"
Bldg Enclosed = Yes,
Truss Location = Not Rod Zone
j let L-tim =
B:p Category = C
1 6- 6- 0 5 E• 2-11
E E- i -IE a E- 3-1L
Bl Length = 68.00 ft, BI Width = 60.00 ft
E e- o- 0 7 S. o• o
Bean ran height = 11.76 ft, ■ b = 110
i
4 0. 0- 0
CnnGt MMER ]AIRM:
7t COIQ.OF/ 7�8.(om) 6i
t -E -z660 / 58 Lin o.Ea
Ea -LES0 / 1E8 I.LE o. Ee
Occupancy Cate ori II, Dead Load = 13.2 prof
Designed as Ha n ®Ind Force Resisting System
_ law -rise and Components and Cladding
ft
Tribe Area = 12 s ft
Tributary sq
-
•104s 6O.Eso-o a40 / 4o LZE o.oa0.0
-ES / 1 1.60 0.00
. GSI
Mil' Co11T.7&6.IN:
4-5 EE 1.60 / I0500.095-6
-E7 I.60 / 56S 01E6.7-871.L841.600.087.O
0((DD.60))/ 0L6250 0.00
��10(1.60)/ T®lE1(wlt. sii
B-E 0.30
1
2 3
.
700
268 - Homewood Truss
(CA)
ry
ALMN
AN ITW COMPANY
2820 N. Groat SW Pkwy. Grand Proldo, TX 75050
TRUSPLUS 6.0 VER: T6.5.20
6- -0
I
0-4-3
B1
W:5
R:3(
t1•-2
2-5-8
F'=a� 3-6-8
6-0 0
14 56 7
All connector plates are Alpine Wave 20 ga., unless
Strength 18 ga. Plates are to be positioned per Joint
OVER 5 SUPPORTS
by "H' for High Strength 20 ga., "S' for Super
B4
W:108
R:83
U:-50
t6-8-14
3--3 SHIP
0-10-0
1
"WARNING!" READ AND FOLLOWALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handing, shipping, installing and bracing. Refer to and follow the latest edition of 8C51 (Building Component
Safety Information, b/ TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unins
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached dgid ceiling. Locations shown
lot permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 810, as applicable. Apply plates to each lace of truss and
position as shown above and on the Joint Details report unless noted otherwise.
Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure to build the truss in
conformance v ith ANSUTPI 1, or for handling, shipping, installation 8 bracing o1 busses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of prefessional engineering responsibility
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
Designer per ANSUTPI 7 Sec.2
For mora information see thisjob's general notes page and these web sites:
ALPINE: wwwaloiaMby as L TPI: www.toinstoraWTCA: ICC: wvrw.icasafeOra
r
BUTTE COUNTY
BUILDING DIVISION
APPRONED
No. C 72160
\� CIVI �P
OF CJWf
10/22/2015
Cost: MILLER
DIR: Drive_II_0330815_L00007JI00001
WO: Drive_11_0330815_000
Dsgnr: AW SLC = 54 WI/PLY: 3
TC Live 20.00 psf LiveDur L=1.25 P=1.25
TC Snow(Pf) 0.00 psf SnowDar L=1.15 P=1.15
.TC Dead 14.00 psf _ Rep Mbr Bad / Comp / Tens
RC Live 0.00 psf 1.15 / 1.10 / 1.10
BC Dead 8.00 psf O.C.Spacing 2- 0- 0 '
Bldg Code: CRC -2013
Job Name: MILLER RESIDENCE
BRG X -LAC HEAR sin REQ'D TC 2x4 DPI, 41 f Sts.
1 0- 2.12 314 5.50" 1.50" {C 2x4 DFL 41 f Btr.
2 6- 0.12 393 1.50" 1. SO" Her (creepfactor) = 2i00
3 8- 0.12 92 1.50" I. SO" Refer to Joint QC Detal Sheets for
4 10- 0-12 157 1. orIA,
So" 1.50" Cq factors and Rotational Tolerances.
S 11- 4. 0 38 1.50" 1.SO" loaded for 10 PSF aaa-conemreut SC.
6 5-11- 4 100 HGl 1.50" Hark all Interior bearing locations.
{RG HANGER/CLIP NOTE Install interior support(s) before erection.
6 -Toe Nails qty 2 16d HORIZONTAL HEACON(S)
Sup
Coanection(s)/HHaaan��e�r(s) are support 1 296 lY
ne} ddeessBiCgineed fosrpahnarl..ri loads. support 9 289 lY
/L 898D LBH 1-2 ON ((LIVE) -LC 52 -
L- -0.05" . -0.09" T= -0.14"
-- Jeiot 11-stim o
1 0- 0- 0 3 0. 0. 0
z 6- 0- 0 4 a- 0- 0
nrriCOLL. mo(OUDtPoRM. fl.i.,
lxX00( 00 3 7�U53113z-o lz7((((l.so))3/ z3o o.z30.0-e0 1.60 / 465 0.05o -o -u 1.13 / 17s 0.03
0-o z Iwai / 10 0.00
Q CONN" / T®i4. DO1. CSI
3-4 .100 1.80 / 287 1.80 0.20
4.0 0 1.60 / 0 1.25 0.00
6-11-15
I
0-4-3
are Alpine 1
as are to be
Truss ID: J11
Deni��eead per ANSI/TPI 1-2007
Fabrication Tol.rance = 20.0%
Bearings designed for an FcPerp value of the
lesser of the truss chord lusher value or
625 for all hearings.
IRC/13ugCC truss plate values are basyed on
tandtANSI/TPI and approval
are reported
trteedi is ESR -1118703
PLATING BASED ON GREEN LUMBER VALUES.
Not deal for attic storage ®less
noted ot6elwlse.
2
86
a Q Q 6-0-0 'Toe Nails
i3 4: W'108
R:100
U:
OVER 6 SUPPORTS
"H" for High Strength 20 ga., "S' for Super
B5
WA08
R:38
U:-17
7-6-13SHIP
3-1 1 0-3
1
nRnpeq�uyired hearing widths and hearing areas
DPLIFL BEACONS) t sapparted in a hanger.
Support CAC Wind Non -Wind
2 -256 lb
3 -17 Ib -75 Its
4 -100 Ib
5 -17 lb
This truss is designed ming the
ASCE7-10 Wind Spec ficatinn
Bldg Enclosed = Yes,
Truss Location = Not End Zone
{ll�Category = C
g length 08.00 it, Bldg Width = 60.00 ft
Rean roof height = 11.76 it, sph = 110
Lg� aaana`�o'Zi d po`rce RResistiog13sysptse:
Low -ria. and Cospnnents and Cladding
Tributary Area = 12 sgft
BUTTE COUNTY
BUILDING DIVISION
APPROVE®
No. C 72160
>R
268 - Homewoodtruss
""'WARNING!"` READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cast: BILLER
�CA)"IMPORTANT"`*
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_B_0330815_L00007_J00001
^
T ...... ..r♦uire ertreme care in /ebrica4nB, handing, shipping, installing and bracing. Refer to and folow the latest edition of SCSI (Building Component
W0: Drive_B_0330815_L000
rs
Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installeshall provide temporary bracing per BCSI. Unless
Dsgnr: AW :ILC = 62 WP/PLY: 361
v V
noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown
have instilled B3, B7 870, Appy to face truss
BCSIotherwise.
TC Live 20.00
LiowDur L=1.25 P=1.25
_ I�t�\\V\\\I---VIII
��� ^ f1 t
a restraint of waits shell per sections or as applicable. platen each of and
for permanent shown report
position as shown above and on the Joint Details .agog unless noted oNervAae.
P8f
TC Snout P 0.00 8f
f
SaoWDar L=1.15 P=1.15
IILr�J
opine, e division of ITW Building components croup Inc., shall not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 psf
Rep Llbr Bnd / Coop / Tens
AN /TW COMPANY
conformance with ANSI/TPI 1, or for handling, shipping, installation 8 bracing o1 trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 par
1.15 / 1.10 / 1.10
1820 N. Groat SIN Pkwy. Grand Prairie, rX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0-'0
Designer per ANSI/TPI 1 Sec.2
TRUSPLUS 6.01 VER: T6.5.20
For more informati.naeaNisjob'ageneralnotes page and these web "'es:
ALPINE: www.aloineitw.cam: TPI: wvmtoinslere: WTCA www-sbcindustm.ona: ICC:-1ceaefe.ora
B1 Code: CRC -2013
dg
DBFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
Truss ID: J11A
Qty: 6
on B -LOC REACT SLZB REQ'D
TC 2x4 DFL #1 i Btr.
Desired per ANSI/TPI 1.2807
Required bearing widths and hearing areas
1 0- 2-12 314 5.50" 1.SO"
BC 2x4 DFL #1 # Btr.
Fabrication Tolerance = 20.0%
;;& when baso not supported in a hanger.
2 6- 0.12 383 1.50" 1.50"
3 8- 0-12 92 1.50" 1. SO"
iter ('- factor) = 2.00
Reser to Joint QC Detail Sheets for
Bearings designed for on FcPerrpp value of the
lesser of the tress chord lo.ber value or
UPLIPI REACTIONS) : -
Support CRC Wind Non -Wind
4 10- 0-12 ...I1.50"
Cq factors and Rotational Tolerances.
625 for all bearings.
2 -258 lb '
5 10-11- 4 24 1.50" 1.50"
Leaded for 10 PSF una-concurrent SCLC.
IRC/11C trans plate values are based on
3 -17 lb •74 Ib
6 S-11- 4 100 BGR 1. SO"
RG BANGER/CLIP NOTE
Bark all interior bearsog locations.
testing and approval as required by I1C 1703
4 .96 Ib
8 Toe Malls qty L l6d
Install interior aa�yyQQoorefs) before erection.
and ANSI/TPI and are reported in PSR -1118.
PLATING ON GREEN LUMBER VALUES.
5 -3 lb -IS Ib
This is designed
Support Connectloo(s)/Banger(s) are
notloads.
designed fEFLECTION
BORLZONIAL REACTIOM
nvpport 1 287 lb
:now
BASED
Not designed for attic storage unless
truss using the
ASCET-10 Wind Specification
MAX 9 (sppaaana) :oattnl
8 287 lb
rated otherwise.
Yes,Not
L/999 M®i 1-2 (LIVE) Lc 52
W101
iron Location End Zone
Category = C
L= -0.05" D= -0.09" T= -0.14"
_� )•let leu3 = -
77
BUILDING DIVISzION
t l g Le 88.00 ft. Bldg W44idth = 80.00 ft
tLoadb=
t o• o• 0 3 e- o- o
0
R:92
Occupancy Cst�a III Dead .76
ef 13.2
11 e• o• o a- o- o
amctl �n 5g�;
psf
Designed as Man iaa Fom teaincing Systn
Tc COY..(8YY / TCILS. 1R. CSI
U:-74
-Low=rise a� Components and Cladding
I•L-LYB(1.603/ ito�117h o. LB
1
A5 P e" VED
Tributary Area = 12 sgft
L•0 •114 1.00 / IBiti1.60 0.23
0.0 .78 1.60 / 48 1.25 0.05
U:-258
0.0 •1I0 1.L5 / 10 1.25 0.03
0.0 -L t.25 / t 1.61 0100
lnnotl.so �otom-1
3-4 ss 1.so / zaa 1.q0 o.zo
z
4 0 / 0.601
1
1
2
7.00
W:
W:106
R:151
U:-96
8-U
R:24
R:24
1 1 E COUN
W101
U:-15
77
BUILDING DIVISzION
R:92
W:
R:393
R:393
U:-74
T
I /SHIP
1
A5 P e" VED
U:-258
3-1II0-3
2X4
z
1
0-4-3
B1
�OF/
W:508
R:314
U:
1I� B6
6-0-0 'Toe Nails
13 q l W:108
R:100
U:
OVER 6 SUPPORTS
All connector plates are Alpine Wave 20 ga., unless preceded by "H' for High Strength 20 ga., "S' for Super
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
268 - Homewood Ti"a s ""WARNING!"" READ AND FOLLOW ALL NOTES ON THIS DRAW/NGI
/^\\ (CA) "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
V Tr......... extreme care In rem -Ing, handling, shipping, installing and bracing. Refer to and follow Na latest edition of BCSI (Building Component
Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless
ra noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
���r� r1l for permanent lateral restraint n webs int haus report installed per Cher sections B3, 87 or 810, as applicable. Appy plates to each lace of buss and
^\ I I` 'J posiban as shown ebwa and on ttia Joint Details report unless noted otherwise.
u vV Alpine. a division o1 ITW Building Components Group Inc., shag mt be responsible for any deviation from this drawing, any failure to build Na truss In
AN ITU COMPANY conformame with ANSIfrPI 1, or for handling. shipping, installation 8 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
2820 N. Great SW Pkwy. Greed Preirfe, TX 75050 solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
Designerper ANSI/TP/ 1 Sec.2
TRUSPLUS 6.0 VER: T6.5.20 For more inlormetien see th sjob'� general notes page end Nese web sites:
ALPINE: www.aloineitw.com: TPI: ' WTCA: www.ebdndustrv.o.a� ICC:
No. C 72160
*
�rnl iVCe
10/22/2015
Cast: 11ILLRB
DIB: Drive_M_0330815_L00007_J00001
WO: Drive_61_0330815_L000
Dsgar: AW #LC = 62 WT/PLY: 3
TC Live 20.00 psf LiveDur L=1.25 P=1.25
TC Saow(Pf) 0.00 psf SnowDar L=1.15 P=1.15
TC Dead 14.00 psf Rep liter Bad / Comp / Teas
BC Live 0.00 psf 1.15 / 1.10 / 1.10
BC Dead 8.00 psf O.C.Spacing 2- 0- 0
Code: CBC -2013 IDBFL RATIO: L/240
Job Name: MILLER RESIDENCE
Truss ID: J11 B
Qty: 2
BIG Z -LOC REACT SIZE REQ'D
TC 2X4 DFL 41 It Btr.
Desiexd per ANSI/YF1 I-2007
Required bearing widths and bearing areas
1 0- 2-C2 314 5.50" 1.50"
393 1.50"
BC 2X9 DFL 91 8 Btr.
Fabr cakion Tolerance = 20.0%
Bearings designed for Fcperp the
aappp}ly when truss not supported In a hanger.
OPLIPI tNMON(S)
2 6- 0-12 1.50"
3 S. 0.12 9z 1.50" 1.50"
Rcr (creta factor) = 2.00
Refer Detail Sheets for
an rulne of
lesser the truss lumber valne or
Support CRC Wind Non -Find
4 10- 0-12 160 1.50" 1.50"
to Joint QC
Cq factors and Rotational Tolerances.
of chord
625 for all bearings.
2 -256 1►
5 11- 5- 4 42 1.50" 1.50"
Leaded for 10 PSF non-concturrent BCLL.
IRC/IBC truss plate values arc based an
3 -17 lb -76 lb
6"
4 100 BGR 1.50"
BRG BANGER/CLIC NOTE
Nark all Interior bearsn�locations.
testinngg and approval as required by IRC 1703
4 -102 lb
lb
8 Toe Nails qty 2 16d
Install interior so�rtggs) before erectiom.
EORMNIAL REACTIONS)
and , I/TPI and are reported in ESR -1118.
PLATING BASED ON cim LDMBER YALDPs.
5 -20
This trusts is designed using the
Supprt Coanection(s)/g�� r(s) are
1 299 lb
Not designed for attic storage ®less
ASC17-10 Wind Specification
rot designed for horizontal loads.
port
Designer per ANSYTPI f Sec.2
Bldg Enclosed
MA1 D ION (spare)
support 8 288 Ib
noted otherwise.
=Yes,
Zone
M L/999 1-2 (LIVE) LC 52
TtustsLocation C Not End
L= .0.05" D= -0.09" T= -0.14"
Ri dg Length - 68.00 ft, Bldg Width = 60.00 ft
- J.1.1,laeatlm -
0- o- o s o- o- 0
Mean roof height = 11.76 ft, mph = 110
CRMCALE a nIM: - o
Occupancy cate�•r9 II, Dead Load = 13.2 psf
Detsigtxd as Main Wind Pom Resisting System
Tc mv. pppoi.)))y etas.(((000mmm
1St
- I.ow-rise and Components and Cladding
1-z •1t14[.so / u0(l. zs
z -o -Iso 1.60 / 24 t.eo
o.ze
o.zl
Tributary A,•ea = 12 sgft
o -o e9 t so y 47 t.zs
o.as
0.0 14 I.zs / 16 l.zs
0.0s
0-o z 1.25 / 1 No
o.00
cc ani ousIs
yy
0a.20
es -4 u
.
40 01.25 05000t
7-0-11
04-3
2
7.00 B4
W:108
R:160
All connector plates are Alpine Wave 20 ga., unless
86
6-0-0 'Toe Nails
t3 41 W:108
R:100
U:
OVER 6 SUPPORTS
by "H' for High Strength 20 ga.,'S' for Super
B5
W:108
R:42
U:-20
j
3-10-3
1
7- -9
SHIP
BUTTE E COUN t T
BUILDING DIVISION
VC
APPRO
1
2015
268 - Homewood Truss
"WARNING!" READ AND FOLLOWALL NOTES ON THIS DRAWING!
Cast: MILLER
(CA)
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_0330815_L00007_J00001W0:
Trusses ration, extreme care in febri shipping, i and SCSI (Building Component
Refers and fellow the latest editemporary
Drive_M_0330815 L000
-
/^\\
in
safety Information, by TPI and WTCA) for safely practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. UNess
r safe practice to erfor sebracing.ct y
Dsgnr: AW #LC = 62 WT/PLY: 37
v V to
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached dgid ceiling. Locations shown
^ n
for permanent lateral restraint webs shall have Wooing installed per sections B3, 87 or Big, as applicable. Appy plates to each face of truss and
TC Live( 20.00 prof
LiveSnowDar L=1.25 P=1.25
IU�\vl I
��O
n i Cher
posidan as shown ebwa and on the hint Details report unless noted otherwise.
TC Snout P 0.00 psf
f
SnGwDnr L=1.15 P=1.15
Alpine. a division of ITW Building Components Group Inc., shall not be responsible far any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 psf
Rep Mhr Bud / Comp /Tens
AN ITW COMPANY
conformance with ANSIfFPI 1, or for handling, chipping, Installation 8 bracing of busses.
A seal on this drawing or coverpage llstfng this drawing, Indicates acceptance of professlonal engineering responsibility
BC Live 0.00 psf
1.15 / 1.10 / 1.10
2620 N. Great SW Pkwy. Grand P.M., TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSYTPI f Sec.2
TFUSPLUS 0.0 VER: T6.5.20
For more information sae Nie job's ge=l notes page and these web sites:
ALPINE:www.aloineiw.cam:TPl:ypppy(p0ylg(g WT CA MW abeindustrv.ora:ICC: .iccaefe.ora
Bldg Code: CBC -2013
DBFL RATIO: L/Z40 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: AIC Qty: 3
RRG
I -Loc REACT SIZE REQ1D
1
0- 2-12 306 5.so. I.sOr,
2
6- 0-12 484 1.50" 1,50"
3
8- 0.12 88 1.50" 1.5011
4
10- 0-12 les 1.50r, 1,,611
5
11- 5- 4 41 1.50" 1.5011
6
5-11- 4 68 HGR 1.50,1
RIG
HANGER/CLIP NOTE
8
Toe Nails qty 2 1841
r(s) a
Support Connection(s)/Hangre
loads.
rizonttaaI
ant designed forhorizon
KAX 8 H(span)
L/938 MBH 2.3
1= -0.0711 D= -0.14" T= .0.21"
_�_ )•sot 1-tfaas =
Io-
z
0- 0 5 L- 3-1x
z- 3-111 6a- 3-11
a
6- o• 0 7 4- o- 0
4 0- 0- o
CRITICAL MEMM FORM:
Tt
CBMR. T®is. 4rI
1.z
o o.zt
213 Iso / T2rl�
Z 3
a -O
ztz 1.60 / 1L93 oras
ass Leo / zz0 0.z9
o -o
94 1.60 / sos 0.oe0.O
•35 1.x5 / is5 0,040.O
-x 1.L310 0.00
Q
0027. IR. / TWLS. CSI
4-s
-40 tie 1.e0 O.a
s-6
zs 1.60 / se 1.zs o. a7
a-7
7-0
.101 1.so / zse 1.60 ora
0(D1U.660)/ 0 1.x5 0.00
csl
�g0(Ili/ T�1I.xS)
BR
0.39
TC 2X4 DFL sl a Btr.
RC 2X4 DFL 41 & Btr.
2X4 DFL STANDARD 5-2
Her (creep fatter) = 2.00
Refer to Joint QC Detail Sheets for
cq factors and Rotational Tolerances.
Lorded for 10 PSF BCLL.
Hart all interior hearing locations.
PLATING BASED ON GREEN LUMBER VALUES.
HORIZONTAL REACTION(S) :
support 1 299 lb
support 9 299 L
Not desiggnned for attic storage less;
usted •treraise.
7-0-11
I
0-4-3
B1
W:5(
R:30
U:-5
Designed per ANSI/TPI I-2007
Farrication Tolerance = 20.0%
Rearing, designed for an Fcperrpp value of the
lesser of the truss chord lumber volae or
625 for all hearings.
IRC/11C truss plate values are based on
testinogg a� approval u required by IRC 1703
Rad ANSI/TPI and are reported is SSII-1118.
Install Interior support(&) before erection.
This truss is designed ming the
ASCE7-10 Wind Specification
Bldg Enclosed = Yes,
Truss Location = Not End Zone
B3dgLletepoh = 68.00 ft, Bldg Width = 60.00 ft
Hear height = 11.76 ft, sph = 110
Occupancy categ•ry 11, Dead Lad = 13.2 psf
De&igoed an gain Wind Parte Resisting Systes
Low-rise and Components and Cladding
Tributary Area = IL sqft
2-5-8
Q3 6-8 B6
'Toe Nails
-0
W:108
4 56 7 R:68
U:
OVER 6 SUPPORTS
are Alpine Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super
es are to be positioned per Joint Detail Reports.
Required
bearing widths and rearing areas
UPLIFT henCtrrustss t sapperted in a ranger.
MU
Support C4C Wind Non -Wind
1 5 lb
2 -285 It
3 -70 Ir -116 Ib
4 -106 16
5 22 Ib
B5
"WARNING!"* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
R 4108
BUTTE CQUNt
U:-22
rr
BUILDING DIVISION
1 7-
APPROVED
SHIP
S
Dsr: gnAW OLC = 62 WI/PLY: 394
3-0-3
noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shell have a property attached rigid ceiling. Locations shown
t
0-10-0
r� r1
for permanent lateral restraint of webs shag have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and
No. C 72160
CIVIL- P
10/22/2015
268 - Homewood Trass
"WARNING!"* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
cast: MILLRR
(CA)
"*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_0330815_1,00007J00001
......... Is e,4eme care in fabricating, Itim" g, snipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
WO: Drive -M -0330815-L000
Safety Information, by TPI and W7CA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per SCSI. Unless
Dsr: gnAW OLC = 62 WI/PLY: 394
v VT.
yy
noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shell have a property attached rigid ceiling. Locations shown
r� r1
for permanent lateral restraint of webs shag have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and
TC Live 20.00 psf
LiveDar L=1.25 P=1.25
Q I�I��\V\IJ(I
���
position as shown above and on the Joint Details report, unless noted otherwise.
TC SOOW (Pf) 0.00 psf
SnowDnr L=I . IS P=1. 15
Alpine, a division of ITW Building Components Group Inc.. shall not be resporeible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 pelf
Rep Mbr Bad / Coup /Teas
AN ITW COMPANY
conformance with ANSI/TPl 1, or for handgng, shipping, installation 8 bracing of trusses.
A seal on this drawing or cover page listing this drawing, indicates acceptance of proless/onal engineering responsibility
BC Live 0.00 pair
1.15 / 1.10 / 1.10
1820 N. Great SWPir". Grand Pndder, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 par
0. C. Spacing a- 0- 0
Designer per ANSI/rP/7 Sec.2
TEUSPLUS 8.0 VGE: T6.5.20
For moreinforma on see this job's general notes page and these web sites:
ALPINE: 'TPI:www.toMWAMWfCA wwwsbelndusW.a.e:ICC: wmv.icesefeara
$I Code: CBC -2013
dg
DEFL RATIO: L/240 TC: L/24
JobAame: MILLER RESIDENCE
Truss ID: J12A
Qty: 1
RR6 R -LOC REACT SIZE REQ'D
TC 2x4 DFL 41 4 )tr.
Desipoed per ANSI/TPI 1.2007
Required bearing widths and bearing areas,
1 O- 2-12 319 S.SO" 1.50"
2 8- 0-12 304 1.50" 1.50"
RC 2x4 DFL fl b Rtr.
Fabr cation Tolerance = 20.0%
aapp��1y when trvss not supported in a hanger.
3 8- 0-12 BL 1.50" 1.50"
ECr (e��ep factor) - 2.00
Refer Detail Sheets, for
Bearings designed for an Fererrpp valve of the
lesser the truss lusher
DPLIFT REACIION(S)
Support CK Wind Non
4 10- 0-12 173 1.50" 1.50"
to Joint QC
Cq factors and Rotatisum I Tole ruaces.
of chord value or
625 for all bearings.
-Wind
2 -244 Ib
5 12- 0.12 1L1 1.50" 1.50"
Leaded for 10 PSF ooa-cont�reut RCL!..
IRC/IRC truss plate values are based on
3 -Z2 lb -80 Ib
6 13- 1-11 36 1.50" I.So"
7 5-11- 4 100 BGR 1.50"
Mark all interior beui locations. -
testinng� and approval as required by IRC 1703
4 "110 ib
RRs BANGER/CLIP NOTE
Iustall interiorss� its) before enctioa.
BORIZONTAL REAITION(S)
and ANSI/'TPI and are reported is R-1118. -
PLATING RASED ON 6RE�1 LDIBiHR VALUES.
S -75 16
6 17 16
7 Toe Nails qty 2 16d
Support are
support 1 338 Ib
support 7 338 Ib
This truss is denifoed osiog the
ASCE7-10 Wind Spec fl tion
v VTrusses
rN
Cone forn(o)/Banl all to
Mat designed for horizon el loads.
MU DEFLECTION (span)
Not designed for attic storage unless
Bldg Enclosed = Yes,
_
L/698 1-2 (LIVE) LC 52
noted •tierwise.
Truss Location - Not End Zone
'
L= -0.05" D= -0.08" T= -0.14"
05"
Exp Category = C
Bldg Leaeth = 68.00 ft, Rl4g Width = 60.00 ft
ppsf
0.00 8f
. ).int loattm -
Bean rooF height c 11.76 ft, ph = 110
1 0- o- o a e- o- o
L e- 0- 0 a a• 0- 0
� Cat • 11' Dead Lead = 13.2 sf
ell ry Dead
14.00of
P
cxlTltu 1� FORM.
AN ITW COMPANY
DesBain ®Ind
i=7. Resisting Systen
'
TC Co.. tn. / Tp'S. fdi
0.00 psf
-rise and Components and Cladding
.
1-L •ase 1.80 / 155 1.60 o. Le
;,Law
7ribntary Area = 1L •qft
8.00 psf
x-0 -If17 l.re / u 1.110 O.La
0-0 tae 1.60 / es 1.80 0.05
Designer per ANSUTP/ 1 Sec.2
o -o s,4 l.xs 0.04
TEUSPLUS 6.0 {�B: T6.5.2U
o -o zT l.zs / 19 Lzs o.02
0.0 -z l.xs / 11.00 0.00
Bldg Code: CBC -2013
g
DBFL RATIO: L/240 TC: L/24
aa '"Hi / 71hSO6
is fiS)
0.2000I
4-0 0Da000)/
8-0-10
0-4-3
1 2
B7
j_W 'Toe Nails
6-0-0 WA08
3 - 4 RA00
U:
86
W:108
R:36
U:-17
T 8- -8
SHIP
3-10-3
1
BUTTE COUNTY
BUILDING DIVISION
APPROVED
T.
No. C 72160
d
OVER 7 SUPPORTS
� CfVIL P
All connector plates are Alpine Wave 20 ga., unless preceded by "H' for High Strength 20 ga., "S' for Super
10/22/2015
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
268 - HomewoodTruss
**WARNINGI** READ AND FOLLOWALL NOTES ON THIS DRAWING!
Cast: NILLBB
(CA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_0330815_L00007_JO0001
reQuirs extreme care in fabricating, handing,,hipping, Installing and bracing. Refer to and follow Na latest edition of BCSI (Buildng Component
_M
WO: Drive_0330815_L000
Safely Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless
Dsgar: AW
4LC = 78 WT/PLY: 4
v VTrusses
rN
noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
for lateral have bracing installed B3, B7 810, Apply to lace truss
BCSIotherwise.
TC Live
20.00
LiveDor L=1.25 P=1.25
rr
II IILJIIIILLLIIII���)JJJI
^� r� ri
�j ll��\v\�-Ill
permanent n webs snail n per sections or as applicable. plates each of and
posi0on as shown above antl on the Joint DeMain repod, uNess noted otherwise.
nab above and
TC SaoW P
ow f
ppsf
0.00 8f
SooWDor L=1.15 P=1.15
LI
Npine. a division of ITW Building Components Group Inc., shag not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead
14.00of
P
Be Mbr Bad / Co / Tens
P
AN ITW COMPANY
conformance with ANSVTPI 1, or for handing, shipping, installation 8 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of pfofesslonal engineering responsibility
BC Live
0.00 psf
1.1S / 1.10 / 1.10
2820 N. Groat SWPkwy. Grand PrefNo, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead
8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSUTP/ 1 Sec.2
TEUSPLUS 6.0 {�B: T6.5.2U
For moreinforma on see this job's generalnotes page and these websites:
ALPINE: 'TPI: www.tninst am: WfCA: www. ebeindustrv.ota:1CC: www.icesale.ora
Bldg Code: CBC -2013
g
DBFL RATIO: L/240 TC: L/24
d
Job Name: MILLER RESIDENCE Truss ID: J12C Qty: 2
RIO I -LOC REACT SIZE 1EQ'D
1 0- 2.12 306 5.50" 1.50"
2 6- 0-12 485 I.SO" 1.50"
3 8- 0.12 07 1,50" 1.50"
4 10- 0-12 184 1.50" 1.50"
5 11-11- 0 SO 1.50" 1.So"
6 5-1/- 4 68 HG1 1.50"
RO DANGER/CLIP NOTE
6 -Toe Nails qty 2 16d
Support Connections)/Ranger(s) are
net designed for horizontal leads.
HAI DEFLECTION (s au)
-
L/080 TBH 2.3 (LIVE) K57
L__ -0.07" D= .0.14" T= -0.21"
_= joint L. -ti- -
1 0• o- 0 s L- 3-12
I 1-3-12 a z• 3-12
s e- 0- 0 7 a- 0. 0
4 0-0.0
CILMUL i� FORM-
IC COIR. / 7&13. DOR. fSI
1-2 -727 1.fi0 / n 1.80 o.za
z -s -zet 1.so / lze 1.zs o.7a
s-0 188 1.60 / u 1.80 o.2e
o -o -uo 1s0 / sl 1.zs 0.06
0-0 -4l 1.z3 / La 1.23 0.04
0.0 -2 l.zs / 1 1.60 0.00
tC C017. D1. / 7013. CSI
a -s -az 1.so / 167flol
o' o.03
s -B -66 1.60 / SB3 O. LB
6-7 -105 1.6D / 1100 0.08
7-0 0((DD1.6060))/ 0jj 0.00
6-2 ��1(1.60)/ 7�1L1 1.28) 0.7.51
TC 2:4 DFL S1 i M.
K Zz4 DFL 41 4 M.
2x4 DFL STANDARD s-2
Ker (creep factor) = 2.00
Refer to Joint QC Detail Sheets for
Cq factors and Rotational Tolerances.
Leaded for 10 PSF ma-tunaurrmt BCLL.
Nark all interior hearing locations.
PLATING RASED ON GREEN LUMBER VALUES.
This truss is designed using the
ASCE7-10 Wind Specification
Bldg Enclosed = Yes,
Truss Location = Not End Zone
Category C
■1 Length - 68.00 ft, Bldg Width = 60.00 it
Bea■ !Zrheight 11.76 ft, . b = 110
Desi sf
ccup&DUas Bain 31.4 F.. R11, Dead Resistiag13Syste■
Low-rise and Coapoxuts and Cladding
Tributary Area = 12 sgft
z
0-4-3
B1
W:5
R:3(
U:
F7_00
Desieped per ANSI/TFl 1-2007
Fabr Ration Tolerance = 20.0%
Bearings designed for an Irererrpp value of the
a
lesser of the [raschord Ia•ber value or
825 for all bearings.
]MC/IBC trusts plate values are based on
testis ggT'P
and approval as required by IBC 1703
and ANSI/I and are reported is M-1118.
Install interior support(s) before erection.
Not des!= for attic storage unless
noted a "I".
2-5-8
3-6-8 'Toe Nails
6-0-0 W:108
'4 56 7' R:68
U:
OVER 6 SUPPORTS
All connector plates are Alpine Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super
Strength 18 aa. Plates are to be 1305hioned oar Joint Detail Reports.
B5
WA08
R:56
U:-34
T 7-11-14
SHIP
3-I0-3
t
0-10-0
Required s
ired bearing Widths and hearing areahen trusts t supported in a hanger.
U&
Support CK Wind Non -Wind
2 -282 lb
3 -7Z Ib -120 Ib
4 -117 lh
S -34 lb
HORIZONTAL REACTION(S)
support 1 310 lb
enppart 6 310 lb
✓U"rTE COUNTY
1
BUILDING DIVISION
iP V�u
Z68 - Homewood Truss
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cast: KILLER
(CA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIR: Drive_N_0330815_L00007-J00001
^
""i" e>treme care in fabricating, handling, shipping, installing and bracing, Refer to and follow the latest edition of BCSI (Buildng Component
W0: Drive_N_0330815_L000
Safety Information, by TPI and VVTCA) for safety practices prior to performing these functions. Installers.hall provide temporary bracing per SCSI. Unless
Dsgur: AW #LC = 62 WT/PLY: 4
v VTrusses
>r
noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached dgid ceiling. Locations shown
lace
TC Live( 20.00 ppsf
L=1.25 P=1.25
lU�\vl I
��� ^ n
a restraint n webs int D nava bracing installed per BCSI sections B3, 87 or 810, as applicable. Appy pates to each of truss and
for permanent shown
l�ition as shown above and on the Joint Details report uNess noted otherwise.
TC Snow P 0.00 of
f
SnowLiveDar
SIIOWDWT L=1.15 P=1.15
Alpine. a division of ITN Building Components Group Inc., shag not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 paf
Rep N6r Brad /Comp /Tena
AN ITW COMPANY
conformance with ANSI/rlol 1, or for handling, shipping, installation 3 bracing of trusses.
A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility
BC Live 0.00 paf
1.15 / 1.10 / 1.10
2820 N. Greer SWPkwy. Grand Prairie, TX 76050
solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building
BC Dead 8.00 paf
0. C. Spacing 2- 0- 0
Designer per ANSIITP/ 1 Sec.2
TFUSPLUS 6.0 VSB: T6.5.20
For more information see this job's general notes page and these web Rites:
ALPINE: TPI: WTCA ICC:
Bldg Code: CRC -201.3
DEFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: J14A Qty: 1
BRG S -LOC REACT SIZE REQ'D
1 0- 2.12 314 5.50n 1.50"
2 6-8-12 388 1.50- 1.50"
3 8- 0-12 13 1.13. 1.50"
4 10- 0-12 160 1.50^ 1.So"
S12. 0.12 135 1.50- I.SO"
6 14- 0-12 117 1.50" 1.50"
7 1S. 1-I1 25 1.50- 1.50"
8S-11- 4 100 HSI NO"
BRG NGER/CLIP NOTE
8 -Toe Nails qty 2 16d
Support Comaectiaa(s)/Hanger(s) are
out Hdesi forhorizontalloads.
MAXL/999 9 mu 1-2 FLECrION ((LIVB)•Lc 1
L= .0.05" D= -0.09" T= .0.14"
_= I.t.t 1-ti-
10- s• 0 3 s- o- 0
a e- 0. 0 4 a- o- o
ralrlru. VSKM FORCES:
1rc a11. cal. / TIOs.r16600
. 131
1-L •408 t.6D / t78 0.>9
a -o -u] 1,60 / "Wei o.zz0.O •a10 1.80 a5o0.040.O -14] 1.40 / 550O.0300 Ta Iso / 11S 0.w0.0 I.aS I 100.w0-0 •a 1.zs / 10 o.ao
ce 0011. 0m. / Tins. Il
]-4 1I0 1.60 '/ se0 1.SIi 0.00
4-0 0 1.60 y o . If 0.00
TC 2X4 DFL 41 i Rte.
K 2X4 DFL 41 f Rte.
Icr (greee £actor) = 2.00
Refer to Joint QC Detail Sheets for
Cq factors aad Rotational Tolerances.
Loaded for 10 PSF mon-eoncarrent BCLL..
Hart all interior hearing locations.
Install interior support(s) before erecting
♦ + + ♦ ♦ + + + + ♦ + + + + a + + + + + + +
NOT ANALYZED FOR UNBALANCED LOAD CASES
+ + + t + . + r + + + i + t t t + r ♦ + + +
Nat designed for attic storage les
mated otbems
rwise.
Designed per Atli 1-2807
Fabrication Tolerance = 20.0%
Bearings designed for an Fcperp value of the
lesser of the truss chord lumber valne or
625 for all bearings.
IRC/IEaKg truss plate values are based on
tesaandtANSI/TPI approval and are u aired by IBC 1703
in 8-1118.
Pumas BASED ON GREENN iiemn VALUES.
HORIZONTAL REACLION(S)
support 1 394 Ib
support 8 383 Ib
7.00 B6 I na
B8
6-0-0 Toe Nails
tg 4 i W:108
R:100
U:
OVER 8 SUPPORTS
are Alpine Wave 20 ga., unless preceded by "H' for High Strength 20 ga., "S" for Super
as are to be oosilioned Der Joint Detail Reports.
B7
W:108
R:25
U:-16
9-9-8
T I SHIP
Required hearing widths and hearing areas
aappl�1y when truss not sapparted is a hanger.
UPLIFT
REACTION(S) :
Support C4C Wind Non-Wisd
2 -228 16
3 -29 16 -10 lb
4 -105 16
S -9Z Its
6 -79 16
7 -16 Its
This truss is designed using the
ASCET-10 Wind Spec ficatian
314g Enclosed = Yes,
Truss Location = Not End Zone
MBtq Category = C
ttdg L.enath - 68.00 ft, Bldg Width = 60.00 ft
Reay rasof height = 11.76 ft, aph= 110
Occupancy Category II, Dead Load = 13.2 psf
Designed as Main Wind Force Resisting System
Lw -rise and Components and Cladiing
Tributary Area = 12 sqft
BUM COUNTY
BUILDING D11,1 ON
APPROVED
No. C 72160
CN11. P
'22/2015
268 - Homewood Truss
*"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cast: MILLER
(CA)
"*IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: DriveM_ 0330815_L00007_J00001
Trusses require enrema cera in rabdwfing, handing, .Idpping. installing and bracing. Refer to amt follow Na latest edidon of SCSI (Building Component
W0: Drive�l_ _0330815_L000
Safety Information, by TPI and VJTCA( for safety practices prior to performing Nese functions. Installers shall provide temporary bracing per SCSI. Unless
Dsgnr: AW SLC = 48 WI/PLY: 44
v V
noted otherwise, tap chord shat] have property attached s0uctural sheathing and bottom chard shall have a properly attached dgid ceiling. Locations shown
B3, B7 BID, Apply face
TC Live 20.00 ppsf
LiveDar L=1 P=1.25
�-t r1 �� r� r1
for permanent lateral restraint of webs shall have bracing installed per BCSI sections or as applicable. plates to each of truss and
position as shown above and on the Joint Details report unless noted otherwise.
TC Snow P 0.00 sf
(�
.2S
SnowDar L=1.15 P=1.15
/`�/ fl IILII�
Alpine, a division of ITW Building Components Group Inc.. shag not be responsible for any deviation from this drawing, any failure to build Na truss in
TC Dead 14.00 psf
Rep M6r End / Comp / Tens
AN ITW COMPANY
conformance with ANSlfrPI 1, or for handling, shipping, installation & bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.15 / 1.10 / 1.10
2820 N. Great SWPtwy. Grand Prairie, 7X 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responslblllty of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI/TPI 1 Sec.2
TRUSPLUS 6.0 VER: T6.5.20
For more information see this job's general notes page and Nese web sites:
ALPINE:vnwr.l.inribv.m:'PI:wr" wwtlualteWTCAvxwabeind.trvara'ICC:mma.ieasefsore
Bldg Code: CRC -2013
DEFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: J14C Qty: 2
BRG
E -LOC REACT SIZE REQ'D
1
0- Z-12 306 S. SO^ 1.50"
2
6- 0-12 464 1.50• 1.50"
3
8- 0-12 68 1.50" 1.50"
4
10- 0-12 180 1.50" 1.50"
S
12- 0.12 148 1.50" 1.50"
613-11-
0 60 1.50" 1.50"
1
5-I1. 4 88 RGR 1.50"
BIG
BANGER/CLIP NOTE
7
*Toe Nails qty 2 lad
cti(s)/Banger(s) are
Saprt Conaeun
rotp
designed £orrphhanorizon�taaI loads.
MAX
ON
L/888 IBM 2-3 (LIVE) Lc58
L= .0.07"
D= -0.14" T= -0.211'
-=
J.iat rodeo -
1O-
0- 0 5 2- 1-12
L
2. 3-12 6 2- 3-12
3
4
6- 0- 0 7 a- 0- 0
0 0. 0
mmol. I®UH blots:
TC
0010. / 7&24. R. CSI
t -L
2.3
-334 1.60 / BS 7.00
•354 1.60 / Intl O. E9
3.0
•241 1.80 / 4H 1.00 O. LB
0.0
-ITL 1.60 / 1S 1.60 0.06
0.0
0.0
-105 1.80 / 38 I.LS 0.04
-39 I.LS / Lm 1.25 0.03
0.0
-L 1.25 / 1 1.80 0.00
tC
OUL. / 7014. (MOI. CSI
Dol.1..
4.5
141(1.003 0.08
S-8
_481.603/
321.603)/ 56 1.25 0.41
8.7
7.0
•12160 / 330 1.80 0.08
0(1.25)/ 0 I.LS) 0.00
No
cmlS(1.60)/ �lEt
0-2
(1, 25) 0.401
TC 2X4 DFL S1 & Btr.
K 2X4 DFL 81 ! Btr.
2X4 DFL STANDARD 5.2
Rcr (creep factor) = 2.00
Refer to Joint QC Detail Sheets £o
ar
Cq factors and Rotational Tolerances.
Leaded for 10 PSF man. concurrent BCL2.
Dark all interior bearings locations.
PLATING RASED ON GREEN LIMBER VALUES.
BOB IZONTAL REACTION(S)
support 1 355 lb
support 7 355 lb
Not deal ed for attic storage unless
acted oXmise.
71 00
Designed per ANSI/TPI 1-2007
Fabrication Tolerance = 20.0%
Bearings designed for an FcPerp value of the
lesser of the trams chord lumber volae or
625 for all bearings.
IRC/IRC trams plate values are based on
testinl1gg and approval as required by IRC 1703
and ANSI/TPI and are reported in FSR -1118.
Install interior support(s) before erection.
This truss is designed using the
ASCE7-10 Wind Spec fieatian
Bldg Enclosed =Yes,
Truss Location = Not End Zone
Bldg Leeeth68.00 ft, Bldg Width = 60.00 ft
Mean roof height = 11.76 ft, mph = 110
Occupancy Category II, Dead lend = 13.2 psf
Designed ae Main Wind Force Resisting System
- Low-rlse and Components and Cladding
Tributary Area = 12 sgft
134
8-6-0 W:1
R:1e
0 U:-1
1.54TRA641
2X40-4-3 .
B1
:
R306 6-0-12 8 1 -12 -0-121 -0-1:
R:306
U: �_ 2-5-8 , ,
3-6-8 *T
�P 6-0-0 Toe Nails
4 56 7 W:108
R:68
U:
OVER 7 SUPPORTS
All connector plates are Alpine Wave 20 ga., unless preceded by "H' for High Strength 20 ga., "S" for Super
B6
W:108
R:60
U:-36
3-I0-3
0-10-0
Required hearing .idtbH bearing area.
ywhen trans not sported i. a hanger.
Wap}
DPLIFT REACIION(S) :
Support CLC Wind Non-Wiad
2 -283 It
3 -82 lb -118 lb
4 -108 lb
5 .98 lb
6 -36 lh
'BUTTE COUNTY
BUILDING DIVISION
14
SHIP A OVED
268 - Homewood Truss
"*WARNING!"* READ AND FOLLOW ALL NOTES ON THIS DRAW/NGI
Cost: MILLER
(CA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Brive_M_0330815_L00007_JO0001
^
rerauira axuame Cara in fabricating, handing, sltipping, installing and bracing. Refer to and follow the latest edition or BCSI (Buildng Component
W0: Drive_)1_0330815_L000
Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless
Dsgnr: AW #LC = 78 WT/PLY: 44
V VTrusses
noted otherwise, top chord shall have property attached structural sheathing and bottom chard shall have a property atlached rigid ceiling. Locations shown
face
TC Live 20.00 psf
LiveDur L=1.25 P=1.25
��O ^ n
IU�\vl I
sections B3, B7 or 810, as applicable. APPN plates to each of truss end
for permanent lateral vetand of webs intshall have bracing installed per SCSIotherwise.
position as shown above and on the Joint Details report unless noted othervrise.
TC SOOW P 0.00 8f
( f
SnowDvl' L=1.15 P=1.15
Alpin, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 psf
Rep Mbr Bud / Coop / Tens
AN ITW COMPANY
conformance with ANSINPI 1, or for handling, shipping, installation 3 bracing of trusses.
A seal on this drawing or cover page IlsUng this drawing, Indicates acceptance of professional enginserin8 responsibility
BC Live 0.00 psf
1.15 / 1.10 / 1.10
2620 N. Greet SW Pkwy. Grand Prolds, TX 75050
solely for the design shown. The suitability and Use of this drawing for any structure is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
DeslgnerperANSI/rP/ T Sec.2
TRUSPLUS 6.0 M: T6.5.20
For more information see this job's general notes page and these web sites;
wtdnnoro:
ALPINE:wn asuman nom TPI:wwWTCA wwwaeora elndu,tryICC: wwwiaaaataoro
Bldg Code: CHC -2013
DM RATIO: L/240 TC: L/2401
Job Name: MILLER RESIDENCE
Truss ID: J16C
Qty: 2
Will; H -LOC REAR SIZE REQ'D
TC 2x4 DFL 41 l ttr.
Designed per ANSI/TPI I-2007
Required bearing widths and bearing areas
I 0- 2-12 306 S.SO" .1.50"
RC 2x4 DFL 41 4 Btr.
Fabs cation Tolerance = 20.0%
for FcPerrpp
aapp��1y when buss not supported In a hanger.
UPLIFT REACTION(S)
2 6- 0-12 460 1.50" l.So"
3 8- 0-12 28 1.50" 1.so"
2x4 DFL STANDARD 5-2
lice factor) 2.00
Bearings designed an value of the
leaser the tress lumber
Support CkC Rind Nom -Riad
1.50" 1.50"
(creee =
of chord wine or
TC SIIOW P 0.00 sf
(f
4 l0- 0-12 170
5 12- 0-12 126 1.50" 1.S0"
Refer to Joint QC Detail Sheets For
Cq factors and Rotational Tolerances.
825 For all bearings.
IRC/11K tress plate wlures are based on
2 -263 lk
3 -102 Ib -51 lb
6 14. 0.12 147 1.S0" 1.50"
1 15-11. O S4 1.50" 1.50"
Lauded for 10 PSF won-coneurrmt RCLL.
testing and approwl as required by I1C 1703
4 -109 lb
HG1
Bark all Interior bearinngg laications.
and I/TPI and are reported in FSR -1118.
5 -91 lb
6 5-11- 4 88 1.50"
PLATING BASED ON GREEN LOIfiElk VALUES.
Install interior support(s) before erection.
6 -99 Ib
1R8 NOTB
HORIZONTAL REACTION(S)
a t a ♦ t + + + + + ♦ + + ♦ r t t + r r ♦ r
7 -35 lb
-Toe Nails
8 Toe Naits qty 2 78d
Support Connection(s)/Banger(s) are
rapport 1 401 lb
NOT ANALYZED FOR UNBALANCED LOAD CASES
This truss is designed ming the
not designed for horizon loads.
amppert 8 401 Ib
+ t a + i + + ♦ + + ♦ + r r r t t + r . r t
ASCE7.10 Wind Specification
BAH DEFLECTION (appaann)
-LC
Not deal�cd for attic storage unless
Bldg Enclosed = Yea,
Truss Loeation Not End Zone
L/999 1®1 2-3 (LIVE) 1
noted otherwise.
=
Exp Category C
L__ -0.07" D= -0.14" T= -0.21"
=
E2 Len�tb - 68.00 Ft. Bldg Width 60.00 ft
_-_ )•rat t.utlm ==
I o- e- o s x• a•1z
_=
Bem roof beight = 11.76 ft, m k_ _ 110
L L- a•Iz a s• 3-16
Occupancy Category II, Dead Load _ 13.2 psf
Designed Hain ®rod Force Resisting System
3 s- o- 0 7 6• r• 0
4 0- 0- o
an
- lou -rise and Components and Cladding
CKM LNEE= WORM.
Tributary Area = 12 sgft
TISI
0 0.616
In.1-z 437 1.60 / 11sF111,61030
2-1 -400 1.80 / LOL00.19
7-0 -E08 1.80 / TI0 O.0-0 -L16 1.80 / 88 0.070-0
-I89160 aT0 0.04
0-0 •!OS I.80 / K5 0.07
0-0 -as I.LS / z5 0.03
0-0 -6 I.L1 / 1 0.00'
sc atv. 7IOIScora.1
2 3
4-1 _180 I.6001S-8 35/ 58 1.65 0.
Intl
00,1031
6a -1411.60/ 406 1.60 0.-
B6
7.007.0
00.90/ 0 1.60
85 W�108
T3 air. / 1110 (gun. call
R:147
W:108U:-99
MR.
6-z -131U/ 1el(1.zs? 0.416
B4 R:128
W:108U:-91
B7
B3 RA 70
W:108
W:108U:-109
82
R:54
R:26
w:1o8u:-10
U:-35
R:460
BUTTE COUNTY
9-6-0
U:-263
10-2-14
BUILDING DIVISION
T
SHIP
APPROVED
1.5X3
3-1-3
2X4
I
3X6
0-10 0
0-4-361
2.5X4 0-10-0
W:508U.306
�Zsvlzn�,
6-0-128-
0-122
0 12
0-1P5
11-12
-1210
2-5-8 I
P 3-6-8 B8
-Toe Nails
7
W:108
R:68
U:
OVER 8 SUPPORTS
All connector plates are Alpine Wave 20 ga., unless preceded by "H' for High Strength 20 ga., "S" for Super
Strenath 18 oa. Plates are to be positioned per Joint Detail Report.
10/22/2015
268 - Homewood Truss
"WARNING!fe1 READ AND FOLLOW ALL NOTES ON THIS DRAWING!
LUSt: lug
(CA)
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIE: Drive_M_0330815_1,00007 JO0001
require enreme care in fabricating, hanrling,,hipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
WO: Drive_M_0330815_L000
Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary tracing per BCSI. Unless
Dsgnr: AW (ILC = 48 WT/PLY: 494
v VTrusses
na
nootherwise, top chord shelf have properly attached structural sheaWng and bottom chord shall have a property attached rigid ceiling. Locations shown
BCSI B3, 87 870, Apply to face truss
finless
TC Live 20.00 ppsf
LiveSnowDar L=1.25 P=1.25
��� r� r1 r
^\ I I`v'1
for permanent showna vetand n webs shall have bracing tl per sections or as applicable. plates each of and
position as shown above and on the Joint Details report unless rated otherwise.
TC SIIOW P 0.00 sf
(f
SnoWDnr L=1.15 P=1.15
IILf�`-
u vV
Alpine. a division of ITW Building Components Group Inc., shag not be responsible for any deviation from this drawing, any failure to build Na truss in
TC Dead 14.00 pelf
Rep M6r Bad / Comp / Tens
AN ITW COMPANY
conformance with ANSVTPI 1. or for handling, shipping, installation It bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.15 / 1.10 / 1.10
2820 N. Greet SWPkwy. Grand Rains, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI/rFI 7 Sec.2
TEUSPLUS 6.0 {BB: T8. $ . 2U
For more information see this job's general notes page and these web sites:
ALPINE: wwww : TPI: www toinstara wreA www ageing stola_ ICC: www i.m,afa "m
Bldg Code: CHC -2013
g
DEFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
Truss ID: J2
Qty: 7
{RG 1 -LOC MBAR SIZE RBQ'D
TC 2x4 DFL it A {tr.
Designed per ANSI/YPI 1-2007
Required bearing widths and bearing areas
1 0- 2-12 191 5.50" 1.50"
{C 2x4 DFL ll 4 {tr.
Eabr catloa Tolerance = 20.0%
a 1 when truss not supported to a hanger.
2 1-11- 0 a5 :SO. 1.50
3 S-11- 4 87 BOR 1.50"
Rcr (creepfactor) = 2.00
Refer Detail Sheets for
.Bearings designed for an FcPerrpp value of the
lesser the truss lumber
OPL1R MBACIION(S) :
Support CAC Wind Non
{R6 RANGER/CLI! NOTE
to oint QC
Cq factors and Rotational Tolerances. '
or chord volae or
625 for all bearings.
-®Ind
1 -35 lb
3 •Toe Nails qty 2 19d
Loaded for 10 PSF non-rnntmrent {Cid..
11C/I9C Irma plate values are based an
2 .26 lb
support Comection(s)/Banger(s) are
not designed for horizon loads.
Bark all interior bearing locations.
Install interior support(s) before erection. -
testiag and approval as required by I1C 1703
and AN and are reported in SSR -1118.
This truss is designed ming the
ASCII -10 Wind Specification -
BAR DEFLECTION pan :
PLAYING BASED ON GREEN LUMBER VALUES. -
- Shia bearings (if needed) for req. support.
Bldg Enclosed = Yes,
L/999 HEM 3-4 (LIVE) LC 47
Not designed for attic storage unless
TC Dead
Truss Location = Not Rod Zone
L= -0.03" D= -0.05" T= -0.0811
noted otherwise.
conformance with ANSI1TPI 1, or for handing, slipping, installation 6 bracing or trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
Category = C
1 1-1:1- -
1.15 / 1.10 / 1.10
2820 N. Great SW Pkwy. Grand Prairie, TX 75050
--ft Lelit, slag Width 80.00 ft
1 0• • 3 o- D
8.00 psf
0. C. Spacing 2- 0- 0
e= g88.00
ht = 10.58 £t, with 110
o0
sooz o -
CmIc11 ItOs� 1'OiC�:
-
Occupancy Categgory II, Dead Load = 13.2 psf -
a ton.(eot. / TBHS.(DV1. al
1-2 -23 1.so / 4Z L" o.1t
for more in orm-tion see this job's general no es Dage and these web sites: r
ALPINE: www.al"ineitw.eomt TPI: www.minstera =1 vxnvabcindustrv.ora: lCC:
-
Designed as No Is Wind parte Resisting Systes
Low-rise and Components and Cladding
2.0 -z 1.z5 / 1(((1.60) 0.00
Tributary Area = 12 sgft
a COR.(DOt.7/ Teats. A(uonot1 tsi
-
S -t -10(1.607/ a0(1.eo3 0.10
4-0 0 Iso / o(o.zs)) 0.00
0
2
7-0
BUTTE COUNTY
BUILDING DIVISION
APP OR 0 VE
All connector plates are Alpine Wave 20 ga., unless preceded by "H° for High Strength 20 ga., "S' for Super
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
10/22/2015
268 - Homewood Truss
WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
Cast: BILLRR
(CA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIR: Drive_j1_0330815_L00007_j00001
quire e><Irame care in fabricating, handling. shipping, installing end bracing. Refer to end logow "1latest edition or BCS, (Building Component
W0: Drive_B_0330815_L(100
Sarah Information, by TPI end WfCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Union
Dsgnr: AW
SLC
= 50 WT/PLY: _ 17
v VTr.......
ry
-,ad otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locatrcns shown
lateral installed 93. B7 870, Apply to face truss
TC Live(
20.00 sf
LiowDar L=1.25 P=1.25
/1 �1�� r� r7
for permanent per other sections or as applicable. pla[ea each o1 and
restraint n webs int D have report
passion as shown above and on the Joint Details report unless noted othenvisa.
TC SnowP f)
0.00 psf
SnOWDar L=1.15 P=1.15
l/// Lll IIIIJJu~'Un\\\IJII
Alpine, a division of ITW Building Components Group Inc., shag not be responsible for any deviation from this drawing, any failure to build the truss in
'
TC Dead
14.00 psf
Sep imr find / Coop /Teas
AN fTW COMPANY
conformance with ANSI1TPI 1, or for handing, slipping, installation 6 bracing or trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live
0.00 psf
1.15 / 1.10 / 1.10
2820 N. Great SW Pkwy. Grand Prairie, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
K Dead
8.00 psf
0. C. Spacing 2- 0- 0
Designerper ANSI?PI f Sec.2
TFUSPLUS 6. VBF: 76.5. �+�
for more in orm-tion see this job's general no es Dage and these web sites: r
ALPINE: www.al"ineitw.eomt TPI: www.minstera =1 vxnvabcindustrv.ora: lCC:
8i Code: CHC -2013
DRPL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: J4 Qty: 5
REG I -LOC REAR SIZE REQ'D
1 0- 2.12 276 5.50" 1.50"
2 3-11- 0 120 "On 1,50"
3 S-11. 4 64 BGR I.SO"
BRG HANGRR/CLIP NOTE
3 •Tue Nails qty 2 16d
Support Connection(s)/Hanger(s) are
not designed for horizontal loads.
MAX D)ION (epan))•u 47
L/ass MM 3.4 ((LL�IYV�E
L= -0.03" D= -0.07" T= -0.10"
J.hat tocatira
1 0- o- 0 s 4- o- a
2 e• o- 0 4 a- o- o
CKMCAL TSA FORM:
TC Calp. / T@L4. D0. C51
1-2 -75 1.80 / al 1.23 0.15
2.0 •2 1.25 / 1 1.8o 0.00
tie COR. / TENS. D01. (31
3-4 -22 1.80 / 102 1.60 0.17
4.0 0 1.25 / 0 1.80 0.00
TC 2x4 DFL 41 i Wtr.
RC 2x4 DFL 41 ! Btr.
Ker (creee factor) = 2.00
Refer to Joint QC Detail Sheets for
Cq factors and Rotational Tolerances.
Loaded for 10 FSI non-euntmremt BCIJ,.
Hark all interior bearinng� locations.
Install interior ee��ppoort(s) before erection.
PLATING BASED ON GREEN LUMBER VALUES.
This truss is designed using the
ASCE7-10 Wind Specification
Bldg Enclosed = Yes,
Trans Location = Not Rad Zone
BCategory = C
tldgI& h = 68.00 ft, Bldg Width = 60.00 ft
Hexa reoofheight = 11.17 ft, sph = 110
Oc�apanry Category II, Dead Lo = 13.2 psf
Designed em Maio Wind Fam Resisting System
lou -rise and Components and Cladding
Tributary Area = 12 sqft
Designed per ANSI/TPI 1-2007
Fabr cation Tolerance = 20.0%
leanings designed for an Peperp value of the
lesser of the truss chord Imaber volae or
625 for all bearings.
IRC/IRC truss plate values are based on
testing and approvals arequired by IRC 1703
and AN and are reported In HSR -1118.
Slain bearI (if needed) for req. support.
Not desi for attic storage cap as
noted o raise.
are Alpine %
as are to be
6-0-0 t
3 4
'H" for High Strength 20 ga.,'S' for Super
2-11-0
3-2-14
SHIP
B3
'Toe Nails
W:108
R:94
U:
Required bearing widths and hearing areas
apply "C;;osaS) t supported in a hanger.
Support C4C Wind Non -Wind
1 -42 Ib
HORIZONTAL REACTION(S)
support 1 101 lb
support 3 101 lb
BUTTE COUNTY
BUILDING DIVISION
rr OVE®
288 - Homewood Truss •
"WARNINGI ** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cast: MILLER
(CA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIY: Drive_M_0330815_L00007_j00001
^
require avueme care in fabricating, handing, shipping. intalling and bracing. Refer to and follow Na latest edition of SCSI (Building Component
W0: DriveM_0330815_111,000
Safety information, by TPI and WTCA) for safety practices prior to performing Nese functions. Irwtallers shag provide temporary bracing per BCSI. Unless
Dsgnr: AW SLC = 50 WI/PLY: 21
v VTrusses
rr
nootherwise, top chord shall have propeM attached structural sheathing end bottom chord shall have a property attached raid ceiling. Locations shown
for lateral int have BCSI B3. 87 970, Apply to face truss
inl ess
TC Live 20.00 psf
LiowDar L=1.25 P=1.25
��� ^ (�
I`JI�\FIJI
permanent vete n per sect one or as applicable. plates each of and
n webs int
posigon as snows above and on the Joint Details repos, unless noted otherwise.
report
TC Snow(PF) 0.00 psf
(F
SIIOWI►ar L=1.15 P=1.15
apine, a division of ITw Building components croup Inc., shag not be responsible for any deviation from this drawing, any failure to build the trues in
TC Dead 14.00 psf
Rep Nbr Bad / Coop / Tens
AN ITW COMPANY
conformance with ANSI/TPI 1, or for handling, shipping, installation 8 bracing of trusses.
A seal on this drawing or coverpage listing this drawing, indicates acceptance of professional engineerfng responsibility
SC Live 0.00 psf
1.15 / 1.10 / 1.10
2820 N. Great SW Pkwy. Grand Prahla, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designerper ANSYTP/f Sec.2 -
TBUSPLUS 6.0 VER: T6.5.20
Far more information see Bilis job's general notes page and these web sites:
ALPINE: wwwaminedwaom:TPcjMi&jg sima:WTCA:wwweedneustrvoro ICC:
Bldg Code: CBC -2013
DBPL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
Truss ID: AC
Qty: 1
BIG I -LOC REAR SIZE REQ'D
TC Zz4 DFL dl t It
Designed per ANSI/TPI 1-2007
Required bearing widths and bearing areas
1 0- 2-12 Z68 5.50" 1.50"
BC Zz4 DFL 41 • Btr.
Fabr cation Tolerance = 20.0%
aapppplyy whm ttwss not supported In a hanger.
2 S -I1- 0 155 1.50" 1.50"
2z4 DFL STANDARD 5.2
Bearings designed for m Ec?eaapp wlue of the
UPLIF[ REACTIONS)
C&C Wind Non
3 5-11- 4 88 NOR 1.50"
RIG HANGn/CLI!' NOTE
Ker ( factor) - 2.00
Refer to joint QC Detail Sheets for
leaser of the truss chord luuber wlue or
625 for all bearings.
Support -Wind .
1 •64 Ib
3 •Toe Mails qty 2 ledCq
factors and Rotational Tolerances.
IRC/IBC truss plate wlues are based an
2 -79 Ib
support Connection(s)/Banger(s) are
loads.
Lorded for 10 PSF ran-eonmrreot ICLL.
testing and approwl as required by IRC 1703
HORIZONTAL REARION(S)
not designedfor horizontal
HA% D ION ( ))
Mark all interior hears locations.
Shia bearings for
cad AN I/TPI end an reported in t-1116.
Install interior support(s) before erection.
support 1 101 Ih
support 3 101 lb
L/999 1®1 4-S (LIVE) LC 1
(if aeedd� req. support.
This truss is desired the
PLATING BASED ON GREEN LUMBER VALUES.
14.00 paf
L= .0.02" D= -O.OS" T= -0.07"
asiug
ASCE7-10 Wind Specification
Not designed for attic storage unless
210
1 )'Int Intlsas o
u•
Bldg Enclosed = Yea,
noted otherwise.
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
oo- 0 s z- 3-12
7tvsa Location =Not Bud Zone
0. C. Spacing 2- 0- 0
L L- 3•IL 0 - L- 3-I2
3 a• o- e 7 a- 0. 0
Category = C
J
4 0. 0. o
■1 Length - 66.00 ft, Bldg Width = 60.00 ft
Bldg Code:
CBC -2013
CRMCAL IEon Faxes:
n COIR. Wt. / Tela. aDl. LS7
Rena roof height = 11.76 ft, apo- = 110
1.2 -72 I.LS / a 1.80 0.18
Occupancy Category II, Dead Loa 13.2 psf
Desi Main Wlt1d Force Resists S taw
2X4
2.3 SL I.00 / 78 1.25 0.18
3.0 1.23 / 1 1.60 0.00
IMd ee
-Low-rise and Cowp•aente and Cladding
-z
Area = 12 sgft
<c COIR 1S1Tributary
4-s -13o40oO.Oss-0-Io0
106F-011,119'.01
0-110-0
F1.1-1112113
/ sls o.lsea
0�3
3s0 / Ioz00207-0 o / o o.00
B3
11 C0IR.(5U3.)/ Tom.( 3 Lsi
6.2 / Iii 0. Is
1
2
3
268 - Homewood Truss
WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
7�
(CA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_0330815_L00007-JOBOOl
^
bracing. Role, end follow e latest edition of BCS' (Building Component
........ uire extreme care in fabricating, Aansing, shipping, installing end to N
W0: Drive_Ii_0330815_L000
T
Sa ety Information, by TPI and WTCA) for safety practices prior to performing Nese functions. Installers shag provide temporary bracing per BCSI. Unless
Dsgnr: AW
W:
W:108
= 50 WT/PLY: 244
v V 1w
noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
810, to face truss
TC Live(
20.00 ppsf
LiveDar L=1.25 P=1.25
R:155
for permanent lateral restraint n webs shag have bracing finless n per BCSI sections B3, B7 or as applicable. ADDN Wates each of and
posigon as shown above and on the Joint Details re Dort, unless noted otherwise.
TC SaOW P f)
0.00 Hf
$aOWDar L=1.1$ P=1. 1$
1.5X3
U:-78
14.00 paf
1-10-0
AN fTW COMPANY
conformance with ANSUrPI 1, or for handling, shipping, installation 8 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of prnfesslonal engineering responsibility
210
0.00 paf
1.15 / 1.10 / 1.10
2820 N. Great SW Pkwy. Grand Prairie, TX 75DSO
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead
8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI/TP/ 1 Sec.2
J
3S
For mora irdormation sea Nis job's General notes page antl these web sites:
ALPINE:www.etoineiw.comTP':www.minstem=In IC C:www.ieesate.om
Bldg Code:
CBC -2013
DEFL SATIO: L/240 TC: L/24
IP
2X4
3X4
0 i0 0
0-110-0
0�3
B3
1
*Toe Nails
1
2.5X4
W:108
R:68
B1
U:
W:508
R:266
U:-64
3-11-12
t 2-5-8 I f
�Q� 3-6-8
' 14 55 6-0-0 71
BUTTE COUNTY
7
BUILDING DIVISION
rif'VED
T.
No. C 72160
All connector plates are Alpine Wave 20 ga., unless preceded by "H' for High Strength 20 ga., "S" for Super _
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
10/22/2015
268 - Homewood Truss
WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
Cast: Im.LER
(CA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_0330815_L00007-JOBOOl
^
bracing. Role, end follow e latest edition of BCS' (Building Component
........ uire extreme care in fabricating, Aansing, shipping, installing end to N
W0: Drive_Ii_0330815_L000
Sa ety Information, by TPI and WTCA) for safety practices prior to performing Nese functions. Installers shag provide temporary bracing per BCSI. Unless
Dsgnr: AW
#LC
= 50 WT/PLY: 244
v V 1w
noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
810, to face truss
TC Live(
20.00 ppsf
LiveDar L=1.25 P=1.25
lu�\vl I
��� r� n
for permanent lateral restraint n webs shag have bracing finless n per BCSI sections B3, B7 or as applicable. ADDN Wates each of and
posigon as shown above and on the Joint Details re Dort, unless noted otherwise.
TC SaOW P f)
0.00 Hf
$aOWDar L=1.1$ P=1. 1$
Alpine, a division of nor Building Components Group Inc•. shag not be responsible for arty deviation from this drawing, am tenure to wgtl the buss m
TC Dead
14.00 paf
Rep Imr Bad / Coup / Tens
AN fTW COMPANY
conformance with ANSUrPI 1, or for handling, shipping, installation 8 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of prnfesslonal engineering responsibility
SC. Live
0.00 paf
1.15 / 1.10 / 1.10
2820 N. Great SW Pkwy. Grand Prairie, TX 75DSO
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead
8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI/TP/ 1 Sec.2
TBUSPLUS 6.0 VER: T8.5.20
For mora irdormation sea Nis job's General notes page antl these web sites:
ALPINE:www.etoineiw.comTP':www.minstem=In IC C:www.ieesate.om
Bldg Code:
CBC -2013
DEFL SATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: A Qty: 5
BIG I -LOC REACT
SLZB BBQ'D
1 0. 2-12 343 5.50" 1.50"
2 5-11. 0 177 1.50" 1.50"
3 5-11- 4 104 RON 1.50"
BRG BANGER/CLIP NOIR
3 *Toe Nails qty 2 16d
Sapprt Connect ian(s)/Ranfer(s) mane
hit designed for p horizon al loads.
EAI DEFLFATION ((LIVR)•LC 1
L/tin RER 1-2 (LivR
L= .0.08" D= -0.13" T= -0.21"
�_ )star t.cattm
1 0- o- 0 30 0 0
z e- o- 0 F 0- o• o
CIMCALc " FORM:
7C COIR. T%. Ma CSI -
2-0 not 1.z5 / n 1.x4 0.ax
x -o x t.zs33/ 1((1.003 0.00
t-0 f11�0(1.00)/ 0(0.00) 0.001
1.0 31 1.60 / 137 1.00 0.00
TC 2x4 DFL it i ■tr.
RC 2x4 DFL #1 1 ltr.
Ker (creep factor) = 2.00
Refer to Joint QC Detail Sheets for
Cq factors and Rotational Tolerumces.
Loaded for 10 FSF non-concmteut BCU,.
Rork aln
I interior bearing locatios.
Install interior ssuuppppoort(.) before enation.
FIATING RASRD ON GRBUI LUBBER VALUES.
This truss is designed using the
AET-10 Wind Specific
SCation
Bldg Enclosed = Yes,
Truss Location = Not End Rome
Category ReaLength y rreof height �11.76Bft, Width 60.00 lip 00 ft
Occupancy
Category II, Dead iomd = 15.2 sf
Designed " Rain ®Ind Force Resisting System
Low-rise and Compianents and ClaMImg
Tributary Area = 12 sqft
Deni�ed per ANSI/TPI I-2007
Fabrieatima ioleraaee = 20.0%
Bearings designed for an Fc?erp valne of the
lesser of the truss chord lumber value or
825 for all bearings.
IRC/IBC truss plate values arc based on
testing and approval as required by IBC 1703
and AN I/TPI and are reported in R-1118.
Shin bearings (if needed) for req. support.
Net deaigned for attic storage unless
noted o r ".
7.00
_1 6-0-0
3 4r
are Alpine Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super
as are to be positioned per Joint Detail Reports.
B2
W:108
R:177
U:-115
44-14
SHIP
B3
'Toe Nails
W:108
R:104
U:
Required bearing widths and bearing arena
aappp}ly when truss not supported in a banger.
UPLIYI REAC'fION(S)
Support C:C Riad Non -Rind
1 -51 Ib
2 .115 Ib
RORIEOPRAL REACTION(S)
support 1 156 Ib
support 3 156 lb
BUTTE COUNTY
BUILDING DIVISION
APPROVED
268 - Homewood Trus
""WARNING!"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Gast: BILLER
(CA)
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_B_0330815_L00007-J00001
Trusses require ea care in fabricating, handing, shipping. installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
mam
W0: Drive_M_0330815_L000
Balsty Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless
Dsgnr: AW 8LC = 48 Wr/PLY: 25
v V rw
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
for lateral have bracing installed 83.. B7 870, AOfM to each face of truss and
SCSIotherwise.
TC Live 20.00 psf
LiowDar L=1.25 P=1.25
_
��� t� tl f�
permanent vetand n webs chap per sections or as applicable. plates
position as shown shwa and on the Joint Details report, unless noted oNarwise.
TC SaOW P 0.00 8f
( f)
$aowllar L=1.15 P=1.15
IlLlln\\�\IL!(1 IIL�~J
Alpine, a division of Building components Group Inc.. shag not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 psf
Rep )Ibr Bad / Coup / Tens
AN fTW COMPANY -
conformenca wiN ANSIfTP11. or for handling, aldpping, Installation & bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.15 / 1.10 / 1.10
2920 N. Great SW Pkwy. Grand Prairie, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI/rPl f Seat
TRUSPLUS 6.0 VER: T6.5.20
For mare inform 'bon see this job's general notes page and these web sites:
ALPINE: www.atoineitwcam:;.:www.teinatera:W7CA:w. abdndustrv.ora:ICC:
Bldg Code: CBC -2013
DBFL RATIO: L/240 TC: L/2401
Job Name: MILLER RESIDENCE Truss ID: AC Qty: 1
BIB Z -LOC REACT SIZE REQ1D
1 0- 2-12 343 5.50" I.SOr,
2 5-I1- 0 214 1.50" 1.so,,
3 5-11. 4 68 EOR 1.5011
En HANGER/CLIP NOTE
3 Toe Nails qty 2 16d
Support Contection(s)/ er(s) are
not designed for horizontal loads.
HAY DEFLECTION (e an) :
L/612 MEN 2-3 (LIVE) LCI
L= -0.1111 D= -0.22" T= -0.331'
iI.I.t 1-0- e
2o. o -L 0 2- 311
s 6- o- 0 7 B- o- o
a TI0- o- 0
u1tAL 1muII cobs:
iC COIR.(((BIR.)/ 7IX4. DLR. CSI
1 1 -1zS(I.LS)/ L 1.60 0.37
z-3 66`(1.803/ 108 l.zs o.s3
3-0 -2 1.23 / 1 1.60 0.00
Al Cal -0
r....
D.)7 n(OOt�)CSOI6s-e 51fi0 / s7 1.- 0.16asslso / ts7 1.80o.a7-0 0.60 / 0F0 0.00
aR COIRail.60)/ TENS. (FIR Ors1B
268 - /Homewood Truss
� ass
f� V 1 !Y
ALMNE
AN l7W COMPANY
920 N. Groat SW Pkwy. Grand Prairie, 7X 75050
TRUSPLUS 6.0 VER: T6.5.20
TC 2x4 DFL 41 4 Rtr-
RC 2x4 DFL d1 i Btr.
2x4 DFL STANDARD S-2
Kee ( factor) = 2.00
Refer to Joint QC Detail Sheets for
Cq factors and Rotational Tolerances.
Loaded for 10 PSF non-cancurrent KLL.
Mark all interior bears locations.
Shim hearings (if needed for req. support.
This tress is designed using the
ASCET-10 Wind Spec fitatioa
Bldg Enclosed = Yes,
Truss Location = Not End Zone
B
Category = C
Rdg Length = 68.00 ft, Bldg Width = 60.00 it
Meas roof height = 11.76 ft, mph = 110
Occupancy Category II, Dead Loa 13.2 paf
Designed an Maio ®ind Farce Resisting System
- Lw -rise and Components and Cladding
Tributary Area = 12 sgft
Designed per ANSI/TPI 1-2007
Fabrlcation Tolerance = 20.0%
Bearings designed for an FcFerp value of the
lesser of the ttass chord lumber value or
625 for all bearings.
IRC/IRC truss plate "Ines are based on
testing and approval as required byy IBC 1703
and AN and are reported is BS2-1118.
Install Interior support(s) before erection.
PLATING BASED ON GREEN LUMBER VALUES.
Not designed for attic storage unless
noted otherwise.
%1 U0
are Alpine
as are to be
2-5-8
3-0-8
1.0
.0 , r
4 56 7l
"H" for High Strength 20 ga., "S" for Super
B2
W:108
R:214
U:-129 3-0-0
4414
SHIP
0-10-0
1
B3
'Toe Nails
W:108
R:68
U:
*"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handing, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component
Safety Information, by TPI and WrCA) for safety practices prior to performing these functions, Installers shall provide temporary bracing per SCSI. Unless
noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached dgid ceiling. locations shown
for permanent lateral restraint of webs shag have bracing installed per SCSI sections B3. B7 or BIO, as applicable. Apply plates to each face of buss and
position as shown above and on the Joint Details report, unless noted otherwise.
Alpine, a division of ITW Building Components Group Inc.. $hall not be responsible for any deviation from this drawing, any failure to build the truss in
conformance with ANSI/IPI 1, or for handling, slipping. installation 3 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional englneerfng responsibility
solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building
Designer per ANSI/TP/ 1 Sec.2
For more information see this job's general notes page and these web sites:
Required bearing widths and bearing areas
apply tBALTIrNS) t supported In a hanger.
Support CBC Wind Non -Wind
1 -72 Ib
2 -129 Ib
HORIZONTAL REACTION(S)
support 1 156 Ib
support 3 156 Ib
BUTTE COUNTY
BUILDING DIVISION
A mm
1W®
III
No. C 72160
10/22/2015
Cast: MILLER
DIE: Drive_ 61_ 0330815_L00007J00001
WO: Drive_M_0330815_L000
Dsear: AW #LC = 48 Wf/PLY:
TC Live 20.00 paf LiveDar L=1.25 P=1.25
TC Saow(pf) 0.00 paf Sao:Dar L=1.15 P=1.15
TC Dead 14.00 paf Illep Mbr Brad / Comp / Teas
BC Live 0.00 paf 1.15 / 1.10 / 1.10
BC Dead 8.00 paf O.C.Spacing 2- 0- 0
Code: CBC -2013 IDEFL RATIO: L/240 TC:
Job Name: MILLER RESIDENCE
Truss ID: A
Qty: 4
216 E -LOC REACT SIZE REQ'D
TC 2X4 DFL it 4 Btr.
Designed per ANSI/TPI 1.2007
Required bearing widths and bearing areas
1 0- 2-12 314 S. SO" 1.50"
2 8- 0-12 386 1.50" 1.50"
RC 2X4 DFL I1 4 Btr.
Fabrication Tolerance = 20.0%
Bearings designed Fir FcTerr//
aapp��1y when [tris not supported in a hanger.
UPLIFT REACTION(S)
3 7.11.0 25 1.50" 1. SO"
Ber (freese factor) = 2.00
Refer to Detail Sheets for
ao wlae of the
lesser the tress chord I=cr value
:
Support C&C Wind Non-Vind
4 5-11- 4 1Do BBR 1.50"
Joint QC
Cq factors and Rotational Tolerances.
of or
825 for all bearings.
1 -7 Ib
BRG BANGER/CLIP NOTE
Loaded for 10 PSF nos -concurrent SCLL.
I1C/11IC truss plate values are based on
2 -255 lb
4 Toe Nails qty 2 lad
Support Cortnection(s)/Mlon�er(s) are
Bath all interior bearsaagg legations.
test:I;a}j� and approval as required by IBC 1703
3 .30 lb .73 lb
not desi�ned for horiwn al loads.
Mall interior sapportts) before erection.
and ANSI/TPI and are reported in PSR -1118.
BORIZONTAL REACFION(S)
BAI DEFLEL7ION (sppaann)
This truss is designed using the
ASCB7.10 Wind Spec ficatiwa
PIATING RASED ON GREEN LUMBER VALUES.
Not designedfor
support 1 211 ib
4 211 lb
L/999 1lEI! 1-. (LIVE) LC 1
Bldg Enclosed Yes,
attic storage ®less
noted otherwise.
support
L= .0.05" D= -0.09" T= •0.14"
=
Truss Location = Not End Zone
2820 N. Great SW Pkwy. Grand Pnfrfe, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
-_ Jdet 1-0-
Category = C
0. C. Spacing 2- 0- 0
l o- 0- o a 4- o- o
o
alrlui Fy�a
21 Length = 88.00 ft, Bldg Width = 60.00 ft
Be" height 11.76 ft. 110
�° g .a
It 0910.(((sea. r 70iB. bOr.))) tsi
roof = apb =
Occupancy Cateeggo II, Dead Load = 13.2
Bldg Code: CHC -2013
DBFL RATIO: L/240 TC: L/2401
1-x-tezl.so3r llol.zs o.za
pof
Designed as Mainliad Force Resists System
x -o N
l.zs r lr 1.80 o.rw
Low-rise and Components and Cladding
o -o -z
l.za / 1 1.60 0.00
Tributary Area = 12 sgft
A '21i m0
l otaxi
4-0 0(1.60 o .z5 0.00
5- -0
01-3
2X4
2
7�
W:
W:, U6
B2 R:25
W:108 U:-73
R:386
U:-255
5-6-14
3-10-3 1 SHIP
7-11-12
134
6-0-0 'Toe Nails
3 4 W:108
R:100
U:
OVER 4 SUPPORTS
f ! bOUN I I
DIVISION
�0
1�D
All connector plates are Alpine Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S' for Super
Strength 18 ga. Plates are to be positioned per Joint Detail Report.
10/22/2015
Z68 - Homewood Truss
"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
Coat: MILLER
(CA)
"*IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_M_0330815_L00007J00001
^
.epuire enrema care in fabricating, handing, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component
WO: Drive_11L0330815_1,000
Safety Information, by TPI and WTCA) for safety practices prior to performing Nese functions. Installers shag provide temporary bracing per SCSI. UNess
Dsgnr: AW
SLC
= 50 WI/PLY: 294
v VTrusses
ra
noted otherwise, tap chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
for lateral have bracing installed 83. B7 870, applicable. AOOy' to each face of truss and
TC Live
20.00
LiveSnowDar L=1 P=1.25
rn ^� r� rt
I
permanent restraint n webs shag per Cher sections or as plates
position as shown above and on the Joint Details repor4 unless noted otherwise.
TC $aOW `)
psf
0.00 8f
.25
$aOWDOr L=1.15 P=1.15
III II�IIl11�) �t��\\`I� III
Alpine, a division of ITW Building Components Group Inc., shag hot be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead
14.00 sf
P
Re Mbr Bad / CO / Tens
P
AN ITW COMPANY
conformance with ANSUrPI 1, or for handing, shipping, installation x bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live
0.00 per
1.15 / 1.10 / 1.10
2820 N. Great SW Pkwy. Grand Pnfrfe, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead
8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI1TPl1 Sec.2
TRUSPLUS 6.0 Vn: T6.5.20
Far more INormetion see this job'a general notes page and these web sites:
ALPINE: wwwsloneiw.eomrTPt:www, tonst.ora:WTCA:vnm.abdnduarv.ara ICC:vrcm.icaale.ara
Bldg Code: CHC -2013
DBFL RATIO: L/240 TC: L/2401
Job Name: MILLER RESIDENCE
Truss ID: J8A
Qty: 2
BRG I -LOC REACT SLZB
TC 2X4 DPL SI d ttr.
Desleaed per ANSI/TPI 1-2007
Required bearing widths and bearing areas
%0
1 0. x-12 314 5.50" 1.50"
iC 2X4 DPL B1 It Btr.
Fabrication Toleraw:e = 20.0%
apppplyy when [cuss out supported In a banger.
2 8- 0-12 397 1.so" 1.50"
3 S. 0-12 60 1.50" 1.50"
Icr (e��eQQ factor) = 2.00
Detail Sheets for
Bearings designed for an FcPerrpp valve of the
leaser luaber
OPLIPT RUCTION(S)
Support CK Wind Non
4 9- 1 i 73 1.50" 1.50"
Refer to Joint QC
Cq factors and Rotational Tolerances.
of the truss chord value or
625 for all bearings.
-Find
L -263 lb
5 5-1/- 4 100 HG! 1.50"
Loaded for 10 PSF neo -current [CLL.
111C/111C trusts plate values are based on
3 -25 1► --103 Ib
BRG HANGS!/CLIP NOTE
M. all interior bearing locations.
testinogg and approval as required bbyy IBC 1703
4 -41 Ib
5 *Toe Nails qty 2 16d
Mall Interior suppart(s) before erection.
and ANSI/TPI and are reported im PSl-1118.
HORIZONTAL RE(CIION(S)
S�Port Connectiou(r)/Hanger(s) are
oat designed for horimm al loads.
This truss is designed using the
PLATING {ASID ON GREEN r=edVALUES.
support- 1 244 Ib
EAE DEFLECTION (span) :
ASC17-10 Wind Specification
Bldg Enclosed Yes,
Not designed for attic storage unless
rapport 5 244 Ib
L/999 NEW 1.2 (LIVE) LC I
=
Not End Zone
noted otherwise.
L= .0.05" D= -0.09" T= -0.14"
Truss Location =
>zp Category = C
_= 7•mt Imam o
Bldg Length - 88.00 ft, Bldg Width = 80.00 1t
Ali connector plates are Alpine Wave 20 ga., unless preceded try 'H' for High Strength 20 ga., 'S' for Super
t 0- o• o a s- a- 0
x e- o- a 4 a- o- o
a>Tlttu, �s�;
tlean roof height = 11.76 ft, b = r10
q
0 Cat o II, Dead Load = 13.2 sf
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
rc
t -x -zax
Tffics.(Dm at
l.so / uo 1,25 o.ze
Deal as HaLn�ina Force Real-" syr�Ce■
Low-rise Components Claddiag
Cast: K11,11,11111K11,11,11111(CA)
x -o 60
0.0 30
1. xs / 1t l.0 O. La
1.60 / 35 1.25 0.05
- and and
Tributary Area = 12 sgft
DIR: Drive_M_0330815_L00007_J00001
o-0 2(((1.x533/
t 1.60 0.00
W0: Drive_M_0330815_L000
� T�0(1oL5)
Dsgnr: AW
:ILC = 54 WT/PLY: 32
a•1 W 1.60 / 245 1.60 0%'
go(1:60)/
no ted otherwise, top chard shall have propedy attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locatiane shown
for lateral have bracing installed BCSI B3, 87 810, Apply to face truss
TC Live(
1 O 0.001
LiveDnr L=1.25 P=1.25
���
^ n
lU�\vl
5, 10
z
0-4-3
2
B4
W:108
R:73
U:-41
3-1 D-3
1
BU1T 0J
0UN1 Y
BUILDING DIVISION
SHIP rip m VE
R:314 6-0-12
U:
8-0-129-j7
T. T,QN
*Toe Toe Nails
i ; W:108
3 4 R:100
NO. C 72160
U:
OVER 5 SUPPORTS
CMI P
�- 44C OF CAUF
Ali connector plates are Alpine Wave 20 ga., unless preceded try 'H' for High Strength 20 ga., 'S' for Super
10/22/2015
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
Z68 - HomewoodTruss
"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cast: K11,11,11111K11,11,11111(CA)
"IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIR: Drive_M_0330815_L00007_J00001
require extreme care t" fabricating, handing, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
W0: Drive_M_0330815_L000
Safety Information, by TPI and WTCA) for cafes Practices prior to performing these functions. Installers shall provide temporary bracing par BCSI. Unless
Dsgnr: AW
:ILC = 54 WT/PLY: 32
V VTrusses
tv
no ted otherwise, top chard shall have propedy attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locatiane shown
for lateral have bracing installed BCSI B3, 87 810, Apply to face truss
TC Live(
20.00 sf
LiveDnr L=1.25 P=1.25
���
^ n
lU�\vl
I
permanent restraint of webs shag per sections or as applicable. plates each of and
position as shown above and on the Joint Details report, unless noted otherwise.
TC Snout P
0.00 psf
SnowDur L=1.15 P=1.15
Alpine, a division of ITW Building Components Group Inc., shag not be responsible for any deviation from this drawing, any failure to build the truss i"
TC Dead
14.00 psf
Sep M6r End / Camp /Tens
AN RTW COMPANY
conformance with ANSVTPI 1, or for handing, shipping, installation 8 bracing of trusses.
A seal on this drawing or coverpage listing this drawing, Indicates acceptance of professlonal engineering responsibility
BC Live
0.00 psf
1.15 / 1.10 / 1.10
2820 N. Great SW Pkwy. Grand Prairie, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead
8.00 psf
0. C. Spacing 2- 0- 0
Designer perANSI/TPI I Sec.2
TFUSPLUS 6.0 VER: T6.5.201
For more information see this job's general notes page and these web sites:
ALPINE: ' TPI: 'WiCA: 'ICC:
HI dg Code: CHC -2013
DBFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
V
Truss ID: AC
Qty: 2
Rs I -LOC REACT SIZE REQ'D
TC 2x4 DFL 41 i Btr.
Desieoed per ANSI/TPI 1-2007
Required bearing widths and bearing areas
1 0- L•12 308 5.50" 1.50"
2 6- 0-12 453 1.50" 1.SO"
It 2x4 OFL 91 t ttr-
Fabr ration Tolerance = 20.0%
designed for Fclecp
app}}1y when fives not supported in a banger.
w4r RLACTION(S)
3 7.11- 0 36 1.50" 1.50"
2x4 DFL STANDARD 5.2
Its,( factor) 2.00
Bearings an value of the
lesser the truss lumber
:
Support C4C Rind Noo-Wind
4 5.11- 4 88 HER 1.50"
=
Refer to joint QC Detail Sheets for
of chord value or
625 for all bearings.
1 -40 Ib
us HANGER/CLIP NOTECup
factors and Rotational Tolerances.
IRC/IBC truss plate veins are based on
2 -ZOO Ib
4 •Toe Nails qty 2 18d
Lmaded for 10 PSF nen-�t ICU.
testinngg and approval as required by IBC 1703
3 -5S Ib -103 Ib
Support Conneetion(s)/Hanger(s) are
designed for horizontal loads.
Barb all interior hearing locations.
and AIiSI/TPI and are reported in ESR -1118.
HORIZONTAL REACTION(S)
not
HAI DEFLECTION (span) :
PLATING BASED ON GREEN LUMBER VALUES.
Install interior supprt(s) before erection.
Not designedfor
support 1 211 16
4 Z11 16
L/989 MEM 2-3 (LIVE) LC 50
This tress is designed using the
-ASCE?-10 Vied Speclllcatium
attic storage unless
support
L= -0.07" D= .0.14" T= -0.21"
Bldg Enclosed = Yes,
noted otherwise.
R:68
r=a ).tot L-tiw =
Trmss Location = Not End Zone
U:
1 0- o- 0 s x• a•lz
L L• a -1L 0 L- a•la
Category = C
0. 0. 0 7 4 0 o
nlntsll. Unarm HIM:
B1 Length - 68.00 ft, Bldg Width = 60.00 ft
Beam roofheight = 11.78 ft, mph 110
6-0-12
7-11-12
/ TEO. 001. CRI
7c COV.F11.9-31
Oecwpa0cy Category Il, Dead Load = 13.2 psf
Designed Maio Wind Force Resisting System
2-5-8
1•x -L040/ as l.so o.zs
u
_ Low-rise a� Components and Cladding
mM mg
I i
3-6-8
z -a -170o/ 1L8 1.L5 B.as
0-eBa/ le 1.80 O.al
Tributary Area = 12 sqft
6-M
0 L/ 1 1,00 0.00
4
56 7
RRLSI
Q COIR.(001. / _84
0-a-L7(I.603/ 80(1.003 0.08
5-6 L1 1.80 / 5e 1.L5 O. LB
6-7 66 1.60 / L11 1.60 0.08
7.0 0 1.60 / 0 1.60 0.00
comp.T03
GO/(W2
.)/ lES) GI
6
2 3
7�
OVER 4 SUPPORTS
All connector plates are Alpine Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super
BUTTE COUNTY
BUILDING DIVISION
APPROVED
T.TgNm
No. C 72160
cavo, P
Op
268 - Homewoodruss
"'WARNING!"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
cost: MILLER
B3
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIR: Drive_N_0330815_L00007-J00001
WA08
W0: Drive -N_0330815 -L000
Safety Information, by TPI and VJTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. unless
R:-1 T
v VTrusses
iV
-t
noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
installed B3, B7 B10, Apply to face truss
W:
W:108
U:-103
f� t
1'�IILJ1�] I ��1��\V\�.Ill
ALM
for permanent lateral restreint n webs shall have bracing per Cher sections or as applicable. plates each of and
position as shown above aM on the Joint Details report unless noted otherwise.
R:453
$nOWDnr L=1.15 P=1.15
5-1-0
Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure to build the truss in
U:-280
Re NbEnd / CO / Tens
P r faP
AN ITCOMPANY
W
conformance with ANSI/TPI 1, or for handling, shipping. installation 8 bracing o1 trusses.
A seal on this drawing or cover page listing this drawing. Indicates acceptance of professional engineerfng responsibility
DC Live 0.00 psf
3-0-35-6-14
2820 N. Great SWPkwy. Grand Prafrfe, TX 76050
1.5X3
BC Dead 8.00 psf
� SHIP
2X4
3X4
Toe
01-3
For more information see this job's general nates page and these web sites:
ALPINE: www.eleineitw. cam: TPI: conMtgjaWj=WfCA:www.ebdndusM.om ICC:wwwiccaele.ora
Nail
W:108
0 10-0
1
2.5X4 0-10-0
R:68
B1
U:
W:508
R:306
6-0-12
7-11-12
U:-40
2-5-8
I i
3-6-8
6-M
4
56 7
OVER 4 SUPPORTS
All connector plates are Alpine Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super
BUTTE COUNTY
BUILDING DIVISION
APPROVED
T.TgNm
No. C 72160
cavo, P
Op
268 - Homewoodruss
"'WARNING!"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
cost: MILLER
(TCA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIR: Drive_N_0330815_L00007-J00001
„qui,, eidreme care in l,bricating, handing, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component
W0: Drive -N_0330815 -L000
Safety Information, by TPI and VJTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. unless
Dsgnr: AW _ SLC = 50 WT/PLY: 32
v VTrusses
iV
-t
noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
installed B3, B7 B10, Apply to face truss
TC Live(Pf 20.00
LiveSnowDur L=1.25 P=1.25
f� t
1'�IILJ1�] I ��1��\V\�.Ill
ALM
for permanent lateral restreint n webs shall have bracing per Cher sections or as applicable. plates each of and
position as shown above aM on the Joint Details report unless noted otherwise.
ppsf
TC $OOW 0.00 S1'
$nOWDnr L=1.15 P=1.15
III
Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure to build the truss in
TC Dead 14.00 sf
P
Re NbEnd / CO / Tens
P r faP
AN ITCOMPANY
W
conformance with ANSI/TPI 1, or for handling, shipping. installation 8 bracing o1 trusses.
A seal on this drawing or cover page listing this drawing. Indicates acceptance of professional engineerfng responsibility
DC Live 0.00 psf
1.15 / 1.10 / 1.10
2820 N. Great SWPkwy. Grand Prafrfe, TX 76050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead 8.00 psf
0. C. Spacing 2- 0- 0
Designer per ANSI/TPI 1 Sed.2
TBUSPLUS 8.0 M: T6.5.2011
For more information see this job's general nates page and these web sites:
ALPINE: www.eleineitw. cam: TPI: conMtgjaWj=WfCA:www.ebdndusM.om ICC:wwwiccaele.ora
Bldg Code: CHC -2013
DEFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE
Truss ID: M6E
Qty: 1
BIG 1 -LOC EXACT SIZE EXQ'D
TC 2z4 DFL S1 4 Itr.
DesiQoed per ANSI/'ffI I-2007
Required bearing widths and bearing areas
1 0- 2-12 935 5.50" 1.50"
K 2x8 DFL 42
I., cation Tolerance = 20.0%
apppply when truss not supported in a hanger.
2 5-10- 4 908 66E 1.50"
WEB 2x4 DFL STANDARD
Bearings designed fur an pcPerr}} wlme of the
Immkr
UPLIFT REACTIONS) :
Support C4C Wind Non.Wind
BRG BANGER/CLIP NOTE
2 RUS26
Ker ( factor) = 2.00
Refer to joint QC Detail Sheets for
lesser of the Hasa chord value or
625 for all bearings.
1 -228 Ib
Support Connection(s)/�r(s) are
loads.
=term and Rotational Tolerances. �
IRC/IBC truss plate values are based on
2 -221 Its
not designed for horizon al
SBE SIMON CATALOG
Loaded for 10 PSF urn -concurrent SCLC.
testing and approval as required by IRC 1703
in E-1118.
HORIZONTAL REACTION(S)
I 268 lb
FOR ADDITIONAL INSTALLATION NOTES
Permanent bracing is required to
=event rotation/toppling. See
and AN I/TPI and are reported
PLATING BASED ON GREEN LUMBER VALUES.
support
support 2 266 Ib
WAX DEFLECTION (spun)
L/716 1®1 1-2 (LIVE) LC 2
I and ANSI/TPI 1.
End verticals an designed for axial loads
Tbis t=una is designed using the
ASCE7-10 Wind Specification
L= .0.09" D= -0.18" T= .0.27"
Not designed for attic storage unless
only, unless noted otherwise.
Bldg Enclosed = Yes,
E1.WB DEF CRITERIA:L/120
noted otherwise.
Trans Lacation = Not End Zone
IN M 4- 2; T= 0.01"
Category = C
- jelet laratlems o
BI Length - 68.00 ft, Bldg Width = 60.00 ft
i 0-1. 0 1 e- o- o
z o- o- 0 4 6. 0- o
Bean rooF height = 11.76 ft. h = 110
CRME l tin Wunr
Tt am.�(nDlIIt )/ TUG.�(0Ua1I1!)) CSI
_
Occupancy Cat. II, Dead - 13.2 pelf
Designed as Hasa Wind Force Resisting System
- Low-rise and Components and Cladding
1.2 .176(1,60)/ 66(1.25) a."
Tributary Area = 44 sgft
q COX=. (s0e.)/ T�.(wn.) 6I
Vertical members exposed to mind: 4- 2
r-4 -60((01.80))/ L17((DD1.60)) 0.62
----------LOAD CASE it DESIGN LOADS ----------------
and � (tis)// T �(r ij oii
Dir L.Plf
TC Vert 69.00 0- 00- 0 68.00 6e 00- 0 0.59
8C Vert 239.12 0- 0= 0 239.12 6. 0- 0 0.44
3-10-3
2X
T
0-4-3
2
7.00
3-10-3
B1 B2
W:508 'HUS26
R:935 W:308
U:-228 t 6-0-0 t R:908
r 3 4 U:-221
All connector plates are Alpine Wave 20 ga., unless preceded by "H' for High Strength 20 ga., "S" for Super
Strenoth 16 oa. Plates are to be positioned per Joint 0etall Reports.
BUTTE COUNTY
BUILDING DIVISION
APPROVE®
268 - HomewoodTruss
""'WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Crast: KILLER
(CA)
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIY: Drive_ M_ 0330815_L00007JO0001
^
Trues require extreme care in lubricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component
ssety
Wil: Drive_M_0330815_L000
SetInformation, by TPI and WTCA) for salary practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless
Dsgnr: AW 4LC = 51 WT/PLY: 3 44
v V ry
noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown
face
TC Live 20.00 prof
LiowDar Ir1.25 P=1.25
D lu�\vl I
��� ^ n
for permanent lateral ve and n webs int D have bracing installed per SCSI sections 83, B7 or 870, as applicable. Apply plates to each of truss and
position as shown above end on the Joint Details report unless noted otherwise.
TC $aON P 0.00 8f
f
$nOWDOr L=1.15 P=1.1$
Alpine, a division of ITW Building Components Group Inc., shall net be responsible for any deviation from this drawing, any failure to build the truss in
TC head 14.00 prof
Yep Nlbr Brad / Coup / Tens
AN f7W COMPANY
conformance with ANSI/TPI 1, or for handling, shipping, installation 6 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
YC Live 0.00 prof
1.00 / 1.00 / 1.00
2820 N. Groat SW Pkwy. Grand Prairie, TX 75050
solely for the design shown. The suitability and use o1 this drawing for any structure Is the responsibility of the Building
YC Dead 8.00 psf
0. C. $pacing 2- 0- 0
Designer per ANSI/TP/ t Sea2
-
TBUSPLUS 8.0 VER: T6. S. LO
eb ite
For more inlarmetian see thIa job's general notes papa end these wss:
gLPINE:vmw.aloneiwcom iPl:vmw.nnstem:WTCA: ICC:wwwieesafe.ere
Bldg Code: CYC -2013
DEFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: SP Qty: 9
RC I -LOC REACT SIZE REQ'D
1 0- 1.12 1072 3.50" 1.50"
2 1- 8-10 1072 3.50" 1.SO"
BAI DEFLECTION (span) :
L/999 IM 1-2 (LIVE) LC 4
L= .0.02" D= 0.00" T= -0.02"
- J.int 11-0-
1 0. 0. 0 3 e- o= 0
z Mao• a las• o
amcu ID7o(la 1) m.Irc on" TKNS.(( ))
1-2 -728(1.60)/ 726(/.60) 0077
4 001!.(801.)/ Tas.(DBI.) CSI
3-• / 0.00
f7 COMP. 881. / TU
DBI. 6I
1.3 •188/1.60 / I/sz I.so o. B2
1.4 •20881.60 / 2086 1.60 0.86
2.4 -910.60 / 0.0o
TC 2x4 DPL 81\ ltr.
Designed per ANSI/TPI 1-2007
K 2x4 DPL tl t Rtr.
Fahr cation Tolerance = 20.0%
WEB 2x4 DPL STANDARD
Bearings designed far an PcPcrip "Inc of the
I I
Bcr ( factor) = 2.00
lesser of the truss chord r value or
Refer to oant K DetoiI Sheets for
8ZS for all hearings.
IEFI [UH TRUSS SPACING IS 12.0 " O.C.
Cq factors and Rotational Tolerances.
Draloonngge shall be provided to avoid ponding.
NOTE:E
IRC/11K truss plate wines are based on
PTATINC BASED ON GREEN LUMBER VALUES.
testinngg and approval as required by IBC 1703
End verticals are designed for axial loads
and ANSI/TPI and aro reported in SSR -1116.
only, unless noted otherwise.
+ + + + + + + + + + + + + + + + + + + + + +
20 psf Live Load aapppplied to bottom chord in
/I
IBCRC
Designed for 350 Plf drag load applied
horixoatally in direction to the top
accordance with code provisions.
S hear Panel System: Blocking panels shall be
restrained against rotation by connection to
either
chord panel points, with dead + 0 % live
loads load duration 1.80.
ad)ncent Is For the sane PLP uagnitade v
being =
Continuous bearing horimmtal reaction =
thedrag load stated. Provide lateral restraint
350 Plf Ba:. Connection by others.
for ead webs against buckling. All panels shall
be to the dieykrago
+ + + + + + + + + + + + + + + + + + + + + +
attached shear wall and roof
for the drag load stated. End panels shall be
solely for the design shown. The suitability and use of this drawing for any structure Is the responslblllry of the Building
attached to a suitable rapport for 0 lift=PLF
load I truss height, or as determined by the
0. C. Spacing 1- 0- 0
engineer of record.
Designer per ANSYTP/ 1 Sec.2
are Alpine %
as are to be
1-10$
3 4
OVER CONTINUOUS SUPPORT
"H' for High Strength 20 ga.,'S' for Super
End verticals arm laterally supported by
connection to the vertical webs in the
trusses on each side or other adequate
support. Use 10d common toe -mile at 3" o.c.
or hardware by others
UPLIFT REACTION(S) t
Support 1 .1947 lb
HORIZONTAL REACTION(S)b:
support 1 328 Its
support 2 326 Its
BUTTE COUNTY
BUILDING DIVISION
APPR®Vr
268 - Homewood Truss
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
Cast: IIILLER
(CA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_il_0330815_L00007_J00001
Trusses reQuire extreme care in fabricating, handing, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
W0: Drive -M --0330815_L000
Safety Information, by TPI and WTCA) for safety practices prior to performing Nese functions. Installers shall provide temporary bracing per BCSI. UNess
Dsgnr: AW SLC = D WT/PLY: 32
v V ra
noted otherwise. tap chard shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Location shown
BCSI 83. B7 870, Apply to face
intss;
TC Live( 0.00
LiveDar L=1.25 P=1.25
_
��� r� rI
for permanent lateral restraint n webs into have brecing n per or as applicable. plates each clause end
otherwise.
position as shown above and an Na Joint Details report unless; noted oMerwisa.
psf
TC SOOW P 0.00 of
f)
$aOWDar L=1.15 P=1.15
I)LJI^\\Vvl II
Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure b build the truss In
TC Dead 8.40 psf
Hep iD.r Bad /Crap /Teas
AN I'M COMPANY
conformance with ANSI/TPI 1, or for handing, shipping, installation 6 bracing o1 trusses.
A see/ on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.15 / 1.10 / 1.10
2620 N. Groan SW Pkwy. Grand Prairie, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responslblllry of the Building
BC Dead 4.80 psf
0. C. Spacing 1- 0- 0
Designer per ANSYTP/ 1 Sec.2
,
TflUSPLUS 8.0 VSB: T8.5.20
For more information see Mss job's general nates page end these web sites:
ALPINE: TPl:wwx.toinstera•WTCA: ICC:www.icsafe.oro
Bldg Code: CBC -2013
DRPL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: SPI Qty: 2 1
BIG I -LOC REACT SIZE 11 ;D
1 0- 1.12 1735 3.50" 1 Ill,
2 1- 8-10 1735 3.50" 1.50"
MAX DEFLECTION (agnea)
L/999 MEM 1-2 (LIVE) -LC 4
L= .0.01" D= 0.00" T= -0.01"
- Jalat Iacatim
to -e-0 3 a-a.o
3 1-10- a 4 1.10. 6
CIICAL 11110131111013011111 "Ida.
It
(�s3i
0 64 Al
a COIo.(1D1.)/ Tius.(DU1.) LSI
3-4 / 0.00
1f Co". 101. / Tug. DOM. CSI
1-3 -1730 I.80 / 1714 1.80 0.34
1.4 .Ices 16fi5ea 1 so o.sa
If tea 11.60 1 a 0
TC 2x4 DFL 61 t Rtr.
RC 2x4 DFL •1 t Site.
WEB 2x4 DFL STANDARD
Ker (creep factor) = 2.00
Refer to Joint QC Detail Sheets for
fq factors and Rotational Toleruaces.
IRC/IRC truss plate values are based on
teatieg and approval ss required by IRC 1703
and AN I/T!I and an reported in BS11-1118.
+ + + + + + + + + + + + + + + + + + + + + +
Designed for 350 PIF drag load applied
borl"ntally in either d rectiom to the top
chord panel points, with dead + 0 % live
loads using lead duration = 1.60.
Continuous bearing horizontal reaction =
350 Plf Max. Connection by others.
+ + + + + + + + + + + + + + + + + + + + + +
Shear Panel System: Rlaching els shall be
restrained against rotation cognac i— to
aQjacmt panels for the same LF magoitade as
the drag led stated. lravide lateral restraint
for lead webs against buckling. All panels shall
be attached to the shear wall and roof diatrage
for the drag load stated. End panels shall be
attached to a sultablo support for Uplift=PLF
load I truss het t, car as determined by the
englmeer aF re
are Alpine 1
as are to be
••[1x]=FUTE MONITOR USED -see Joint Report—
Desiwed per ANSI/7PI 1.2007
Fabrication Toleraper = 20.0%
Bearings designed for an Feterp value of the
lesser of the truss chord lumber value or
925far all bearsvvggs.
NOTE: xAY>NLIOx TIIISS SLAC. IS 12.0 " O.C.
PLATING LASED ON GREEN LUMBER VALUES.
Rod verticals are designed for axial loads
only, unless noted otherwise.
UPLM REACIION(S)
Support 1 -1709 Ib
Support 2 .1709 lb
20 psf Live Loadplied to bottom chord in
accordance with 13C/UC code provisions.
1-10-6
�3 4
OVER CONTINUOUS SUPPORT
"H" for High Strength 20 ga., "S" for Super
left end vertical is laterally supported by
connection to the vertical webs in the
trusses on each side or ether adequate
sotport. Use IOd common tee -mails at 2" o.c.
or hardware by others
Right end vertical is laterally supported by
connection to the vertical webs in the
trusses on each side or other adequate
support. Use IOd conn toe -mails at 3" o.c.
or hardware by others
BORIZONTAL REAMON(S)
support 1 326 Ib
support 2 -320 Ib
5s Coulgv
BG p1\11S10N
PPROVtaU
268 - Homewood Truss
"'WARNING!"` READ AND FOLLOW ALL NOTES ON THIS DRAWING/
Cost: MILLER
(CA)
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIB: Drive_B_033081S_L00007J00001
repuire extreme care in labricatirg, handing, shipping, installing and brscing. Refer to and follow the latest edition of SCSI (Building Component
W0: Drive–M_0330815–N00
Wns
Safety Information, by TPI end TCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless
Dsgnr: AW SLC = 6 Wr/PLY: 304
Tr,
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property atmched rigid ceiling. Locations shown
TC Live 0.00 psf
LiveDar L=1.25 P=1.25
v VTrusses
(� rl
for permanent lateral restraint or webs shall have bracing Installed per SCSI sections B3, 87 or 810, as applicable. Apply plates to each face of truss and
Q I �\ I I
���
position as shown above and on the Joint Details report, unless noted otherwise.
TC Snow(Pt) 0.00 psf
SnowDur L--1.15 P=1.15
u v
Alpine. a division of ITW Building Components Group Inc., shell not be responsible for am/ deviation from flys drawing, any failure [o build the truss in
TC Dead 8.40 psf
Rep Bbr Had / Coup / Tens
AN RYv COMPANY
conformance with ANSI/TPI 1, or for handing, shipping, installation 6 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.15 / 1.10 / 1.10
2820 N. Great SIN Pkwy. Grand Plaid., TX 75050
solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building
BC Dead 4.80 psf
D.C. Spacing 1- 0- 0
Designer per ANSI?PI I Sec.2
TRUSPLUS 6.0 VER: T6.5. 20For
more information see this job's general notes page and these web sites:
ALPINE: www.etoineitw.eom: TPI: ' WTCA: www.abdndustrv.or": ICC: vraw.iamAILera
81 Code: CRC -2013
dg
DEFL RATIO: L/240 TC: L/24
Job Name: MILLER RESIDENCE Truss ID: SP2 Qty: 1 -1
iib
Z -LOC REACT SLBE REQ'D
1
0- 1-12 1130 3.50" 1.50"
2
1. 8.10 1130 3.50- 1.50"
BAR
DEFERFLELTIR LFA ON (span) :
L/999 MEB 1.2 (E VE) LC 4
L=
0.00" D= 0.00" T= 0.00-
- J.lst 1-0-
I
L
0- 0- 0 a 0- 0. 0
1-10- 6 4 t -la- 6
CRMCAL m�( 11)110ES:
LiowDor L=1.25 P=1.25
TERS
W)i
I*t
i(1 ui eoi ecSI
a
Cmv.(5ul.)// TM.(DUt.)
a-4
o.00cal
-3
an. bm. / rots. ova. lSl
I-a
-11Ls1.so / 11os 1.60 o.la
I-4
L-4
-ua4 1.00 / 11.4 I.80 o.as
-161 1.60 / 183 1.60 0.06
TC 2z4 DFL 01 a Str.
K 2x4 DFL S1 A Rte.
FEB 2x4 DFL STANDARD
Rcr (creep factor) = 2.00
Refer to joint QC Detail Sheets for
Cfq feature and Rotational Tolerances.
12ATIN6 RASED ON GREEN LUMBER VALUES.
End verticals an designed for axial loads
only, unless noted otherwise.
UPLIFT REACTIONS) -
Support 1 -1104 lb
Support 2 -1104 lY
20 ps£ Live Loadapplied to bottom chord io
accordance with IRC/IRC code provisions.
Shear Panel System: ileckiag Panels :ball be
restrained against rwtatim iy .ware as to
avaccet pasale for the sane LF magnitude as
tYe drag load stated. Provide lateral restraint
far end webs against backlimg. All panels shall
be attached to the shear wall ad roof diaphragm
for the drag load stated. End panels shall ie
attacheA to a soi table support for Uplift=PLF
load R truss height, mr as determined by the
emgiar er wf record.
are Alpine l
as are to be
3-6-10
2- -9
Designed Per ANSI/TPI 1.2007
Fabrication Tolerance = 20.0%
iearings designed for an FePerp valve of the
lesser o£ the Hasa chard lumber value or
BLS for all bearsu�
NOTE:SARDlZBUM TRUSS SPACING IS 12.0 " O.C.
nC/IRC truss plate wines are based on
testiaagg and approval as required by IRC 1703
and AN and are reported in R-1118.
+ + + + + + + + + + + + + + + + + + + + + +
Designed for 350 F1£ drload applied
horizontally In either direction to the top
chord panel paints, with dead + 0 % live
loads awing load duration = 1.80.
Continuous bearing horizontal reaction =
350 PIF Bax. Connection by others.
+ + + + + + + + + + + + + + + + + + + + + +
7.00
1-10-6
3 41
OVER CONTINUOUS SUPPORT
"H" for High Strength 20 ga., "S° for Super
Left earl vertical is laterally supported by
coaaection to the vertical webs is the
tresses on each side or other adequate
support. Use Lod common toe -nails at 2" o.c.
or hardware by others
Right end vertical is laterally supported by
connection to the vertical webs is the
trusses on each side or other adequate
support. Use 10d common toe -mile at 3" o.c.
or hardware by others
BORMNTAL REACTION(S)
support 1 328 Ib
support 2 326 lb
66f f E__ COUNTY
bi G DIVISION
ApmfkO�� VE®
T.
No. C 72160
OF CAU `P
Z68 - Homewoodruss
-WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cast: INTIT.RO
(TCA)
"IMPORTANT""' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIY: Drive_M_0330815_00007,-JOD001
require extreme care in fabrica5ng, handling, shipping, installing and bracing. Refer wand follow the latest edition of SCSI (Building Component
WO: Drive -M_0330815 -L000
ese functio. Installers shall provide temporary bracing per BCSI. Unless
Safety Information, by TPI and WTCA) for safety practices prior to performingthese ns
Dsgnr: AW $LC = B Wr/PLY: 22
v VTrusses
ra
naiad otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown
rowelled BCSI B3, 87 870, APDN to face tmss
TC Live( 0.00 ppsf
LiowDor L=1.25 P=1.25
lu�\vl I
��� ^ 17
n we hs shell have bracing per sections or as applicable. plates each of end
for permanent lateral above and
posiEon as shown above and on the Joint Details report omens noted otherwise.
TC Snout P 0.00 sf
f)
SnOWDnr L=1.15 P=1.15
Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure [o build Na truss in
TC Dead 8.40 psf
Yep Mbr Bold / Coup / Tens
AN fTW COMPANY
conforms... with ANSVTPI 1, or for handling, shipping, instaVabon 6 bracing of trusses.
A Seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
1C Live 0.00 psf
1.15 / 1.10 / 1.10
7820 N. Great SW Pkwy. Grand Prairie, TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
1C Dead 4.80 psf
0. C. Spacing 1- 0- 0
Designer per ANSI/TP/ t Sec.2
TYUSPLUS 6.0 VER: T6.5.201
For more information see this job's general notes page and these web sites:
ALPINE: www al.ineiwcom;I:www.oinstore WTCA:vrvwsbcndusW.om'ICCt y8y&=Wjfi&ug
Bldg Code: CYC-ZO13
DEFL RATIO: L/240 TC: L/24
J
Job Name: MILLER RESIDENCE
Truss ID: SP3
Qty: 1
{RG I -LOC {BAIT SIZE RED
TC 2x4 DFL 81 h St-
Desi�reedd per ANSI/TPI 1.2007
Left end vertical is laterally supported by
1 0- 1-12 645 3. SO" 7.50"
BE 2x4 DFL 81 It {tr.
Fabrirdtioa Tolerance = 20.0%
Connection to the vertical webs in the
2 1. 8-10 645 3.50" 1.50"
WEB 2x4 DFL SIANDMD
Bearings designed for an Fclery1y value of the
trusses on each side or other adequate
Use 1"
EAI DEFLECTION (span)
L/999 HER 1-2 (LIVE) LC 4
Ker (c factor) = 2.00
Refer t�oint QC Detail Sheets for
lesser of the truss chord Imber value or
625 for all bearin11ggs.
sappurt. 10d common toe -sails at o.c.
or hardware by others
L= 0.00" ll= 0.00" T= 0.00"
Cup factera and Yototioual Tolerasees.
NOTB:BAKINIM 7WI SPACING IS 12.0 " O.C.
tight end vertical is laterally supported by
tmnctw e
! TING BASED ON GREEN LUMBER VALUES.
IRC/IEC truss plate values are based an
connection to the vertical webs in the
joist
1 0. o- 0 3 e- o- o
t-10- e 4 1-10- 0
End verticals are designed for axial loads
testing and approval as required by IRC 1103
ANSI/TPI In ESR
trusses on each side or other adequate
Use 10d toe-uails at 41' o.c.
clim7 CAL �t� �`
onlyy, unless noted otherwise.
UPLIFT REAMON(S) -
and and are reported -1118.
+ + + + + + + + + + + + + + + + + r + + + +
support. conn
or hardware others
Ic con.((sol. / 7Wt4. (sal. csI
TC
1.3-361`t.so3/ 3s1(1.60j 0.04
Support / -EEO Ib
Designed for 350 Plf drag load applied
BORIZONfAL REACTION(S)
326 lb
COMP. TM.(DUN.) SII
Support 2 -620 lb
20 psf Llve Load applied to bottom chord Is
borIxontally in either direction to the top
chord panel points, with dead + 0 % live
support 1
support 2 -326 Ib
33C
accordance with IRC/IIC code provisions.
loads using load duration = 1.60.
0. C. Spacing 1- 0- 0
R '".(oak. / TI& sal. CSI
Shear Panel Systeo: {locking amels shall be
Continuous bearing horizontal reaction
1.3-oa1(1.so3/ e33(t.w3 o.to
1-e -769((1.603/ 789((1.603 o.Ls
restrained against rotation byy coaxctioa to
350 !lf Hae. Conneetion by others.
Bldg Code: CBC -2013
7.4 -188 1.60 / 163 1.60 0.06
lucent pax la for the wane ILP magnitade as
drag Isad stated. provide lateral restraint
+ + + + + + + + + + + + + + + + + + + + + +
for end webs against bsekli� All panels shall
be attached to the shear -'Ifsad r«f die�hra�
for the drug load stated. Rd panels shall be
attached to a snitable support far Uplift=PL!
load I truss height, or as determined by the
engineer of record.
2.$)
2
7.00
1-10-6
r3 4 r
OVER CONTINUOUS SUPPORT
BUTTE COUNTY
dL'�js�!DIINO DIVISION
PR
7 ROVE®
, tw 3-T. rvy<
No. C 72160
CN11,
� cnufd
Ali connector plates are Alpine Wave 20 ga., unless preceded by 'H' for High Strength 20 ga., "S" for Super
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
10/22/2015
268 - HomewoodTross
"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Cast: MILLER
(CA)
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DIY: Drive_M_033081S_L00007_j00001
busses require ewr care in febricefinp, lending, shipping. installing and bracing. Refer to and follow the latest ed6gn of BCSI (Building Component
W0: Drive_Y_0330815_L000
Safely Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per BCSI. Unless
Dsgar: AW
*LC
= 6 MUM: 1 64
ra
noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. LocaDons shown
B7 870, Apply to face truss
TC Live(
0.00 ppsf
_
L)owt or L=1.25 P=1.25
lUt�\\Vvl
finless n per BCSI sections B3, or as applicable. plates each of and
for permanent lateral ve and n webs shag have report
position as shown above and on Na Joint Details report, unless noted otherwise.
TC $aOW P f)
0.00 9f
$aOWDor L=1.15 P=1.15
II
IILII =_
Alpine, a division of ITW Building components Group Inc., shall not be responsible for am deviation from this dravdng, any failure to build the truss in
TC Dead
8.40 psf
Yep Mbr Bad /Comp /Teas
AN ITW COMPANY
conformance with ANSVTPI 1, or for handing, shipping. Installation 8 bracing of times..
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility
BC Live
0.00 psf
1.15 / 1.10 / 1.10
7820 N. Great SW Pkwy. Grand P.Irfa TX 75050
solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building
BC Dead
4.80 psf
0. C. Spacing 1- 0- 0
DeslgnerperANSI/TPI f Sec.2
TYUSPLUS 6.0 Vn: T6.5.20
ation sea thisiob's general ..to. page and theca web.hes:
ALPINE: For mora informTPl:www einstors WTCA:vnvv.bdntlastn ere: ICC: yevyv iccsate or,
Bldg Code: CBC -2013
DEFL RATIO: L/240 TC: L/24
a
BUILDING ENERGY ANALYSIS REPORT
RecEiVe.
NOV 252015
,
PROJECT:
' TRS AIVO assc r"J
Miller Residence
• Lott Road
Durham, CA
Project Designer:
?
LH Designs
'
1459 E. Lassen Ave. #140
Chico, CA 95973
• (530) 891-1889
PERMIT #
BUTTE COUNTY DEVELOPMENT SERVICE
Report Prepared by: REVIEWED FOR
COD/IEnn O LIANCE
Max Ramirez DATE_
Golden. Sun Designs
22189 Samson Ave
` Corning, CA 96021
(530) 321-7242 REVIEWED
FOR CODE rC}MPLIANC E
• DEC 2 9 2015
TRB AND ASSOCIATES
Job Number:
081415 -Miller BUTTE
COUNTY
•
Date: NOV 18 2015
10/29/2015 DEVELOPMENT
SERVICES
The EnergyPfo computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is
authorized by the California Energy Commission for use with both the Residential and Nonresidential 2013 Building Energy Efficiency Standards.
+
This program developed by EnergySoft, LLC — www.energysoft.com.
EnergyPro 6.7 by EneTySoft User Number: 5733 ID: 081415 -Miller
(O
TABLE OF CONTENTS
Cover Page 1
Table of Contents 2
Form CF -1 R -PRF -01-E Certificate of Compliance 3
Form RMS -1 Residential Measures Summary 12
Form MF -1 R Mandatory Measures Summary 13
PERMIT# &6- 77 .
BUTiE BOUNTY OEV LOPMENTSERVIEF.S
RI EV JEE;0r) F 11
-•
.-CO'LIQOAT
EnergyPro 6.7 by EnergySoft Job Number. ID: 081415 -Miller User Number: 5733
r
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD BUTTE COUNTY CF1R-PRF-01
Project Name: Residential Building Calculation Date/Time: 05:32, Thu, Oct 29, 201P/�AU@L�A�� DIVISION Page 1 of 9
Calculation Description: Title 24 Analysis Input File Name: 081415 -Miller (LH).xmi PROVE®
GENERAL INFORMATION
ENERGY USE SUMMARY
01
Project Name Residential Building
-
05
02
Calculation Description Title 24 Analysis
08
Energy Use (kTDV/ft2-yr)
03
Project Location Lott Road
Compliance Margin
Percent Improvement
04
City Durham
05
Standards Version Compliance 2015 -
06
Zip Code
07
Compliance Manager Version BEMCmpMgr 2013-4 (744) ,
08
Climate Zone CZ11
09
Software Version EnergyPro 6.6
10
Building Type Single Family
11
Front Orientation (deg/Cardinal) 270
12
Project Scope Newly Constructed
13
Number of Dwelling Units 1
14
Total Cond. Floor Area (ft2) 2356
15
Number of Zones 1
16
Slab Area (ft2) 0
17
Number of Stories 1 -
18
Addition Cond. Floor Area N/A
19
Natural Gas Available Yes
20
Addition Slab Area (ft2) N/A
21
- Glazing Percentage (%) 15.0%
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
Registration Number: 275-N6375084A-000000000-0000 'Registration Date/Time:." 2015-10-2905:52:03 - HERS Provider: CaICERTS inc.
CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-08252015-744 Report Generated at: 2015-10-29 05:33:07
ENERGY USE SUMMARY
04
05
06
07
08
Energy Use (kTDV/ft2-yr)
Standard Design
Proposed Design
Compliance Margin
Percent Improvement
Space Heating
21.38
18.07
3.31
15.5%
Space Cooling
48.97
52.42
-3.45
-7.0%
IAQ Ventilation
1.21
1.21
0.00
0.0%
Water Heating
12.18
11.72
0.46
3.8%
Photovoltaic Offset
—
0.00
0.00
--
Compliance Energy Total
83.74 _ -
83.42•
X0.32
_ 0.4%
Registration Number: 275-N6375084A-000000000-0000 'Registration Date/Time:." 2015-10-2905:52:03 - HERS Provider: CaICERTS inc.
CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-08252015-744 Report Generated at: 2015-10-29 05:33:07
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFI R -PRF -01
Project Name: Residential Building Calculation Datehime: 05:32, Thu, Oct 29, 2015 Page 2 of 9
Calculation Description: Title 24 Analysis Input File Name: 081415 -Miller (LH).xml
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
• Ceiling has high level of insulation
• Window overhangs and/or fins
HERS FEATURE SUMMARY
01
The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is
provided in the building components tables below.
04
Building -level Verifications:
06
• IAQ mechanical ventilation
Project Name
Cooling System Verifications:
BUTTE COUNTY
• Minimum Airflow
- BUILDING DIVISION-
• Verified EER
Number of Water
Heating Systems
• Fan EfficacyWattsICFM
��9 �V EU
HVAC Distribution System Verifications:
4
• Duct Sealing
0
Domestic Hot Water System Verifications:
• — None --
ENERGY DESIGN RATING
This is the sum of the annual TDV energy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget) and the annual
TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an
on-site renewable energy system.
Reference Energy Use Energy Design Rating Margin Percent Improvement
Total Energy (kTDV/f2-yr)* 130.53 130.21 1 1 0.32 0.2%
" includes calculated Appliances and Miscellaneous Energy Use (AMEU)
BUILDING - FEATURES INFORMATION
01
02
03
04
05
06
07
Project Name
Conditioned Floor Area (f:2)
Number of Dwelling
Units
Number of Bedrooms
Number of Zones
Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
Residential Building
2356
1
4
1
0
1
ZONE INFORMATION Y
01
02
03
04
05
06
07
Zone Name
Zone Type
HVAC System Name
Zone Floor Area
(ft2)
Avg. Ceiling.
Height
Water Heating System 1
Water Heating System 2
Zone 1 -Residence
Conditioned
HVAC System1
2356•
9
DHW Sys 1
Registration Number: 215-N6375084A-000000000-0000 Registration Date/Time: 2015-10-2905:52:03
CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744
HERS Provider: CaICERTS inc.
Report Generated at: 2015-10-29 05:33:07
4
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Residential Building Calculation Date/Time: 05:32, Thu, Oct 29, 2015
Calculation Description: Title 24 Analysis Input File Name: 081415 -Miller (LH).xml ,
CFI R -PRF -01
Page 3 of 9
OPAQUE SURFACES
_
01
02
03
04
05
06
07
08
Name
Zone
Construction
Azimuth
Orientation
Gross Area (ft2)
Window & Door Area (ft2)
Tilt (deg)
Front Wall
Zone 1 - Residence
R-21 Wall
270
Front
540
127.5
90
Left Wall
Zone 1 - Residence
R-21 Wall
0
Left
553.5
70
90
Rear Wall
Zone 1 - Residence
R-21 Wall
90
Back
333
73.297
90
Right Wall
Zone 1 - Residence
R-21 Wall
180
Right
531
107.692
90
Exterior Wall @ 2x4
Zone 1 - Residence
R-15 Wall
0
Left
81
90
Interior Surface @ Garage
Zone 1 - Residence»_Garage_
R-21 Weill
207
17.7
Roof
Zone 1 - Residence
R-44 Roof Attic
2356
Raised Floor
Zone 1 - Residence
R-19 Floor Crawispace
2356
Left Wall 2
_Garage_
R-0 Wall
0
Left
283.5
90
Rear Wall 2
_Garage_
R-0 Wall
90
Back
207
90
Right Wall 2
_Garage_
R-0 Wall
180
Right
225
128
90
Roof 2
_Garage_
R-0 Roof Attic
603
ATTIC
_
01
02
03
04
05
06
07
08
Name
Construction
Type
Roof Rise
Roof Reflectance
Roof Emittance
Radiant Barrier
Cool Roof
Attic _Garage_
Attic Garage Roof Cons
Ventilated
8
0.1
0.85
No
No
Attic Zone 1 - Residence
Attic RoofZone 1 - Residence
Ventilated
8
0.1
0.85
Yes
No
Registration Number: 215-N6375084A-000000000-0000 Registration Date/Time: • 2015-10-29 05:52:03 HERS Provider: CaICERTS inc.
CA Building Energy Efficiency Standards - 2013 Residential Compliance . Report Version - CF1R-08252015-744 - Report Generated at: 2015-10-29 05:33:07
d
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Residential Building Calculation Date/Time: 05:32, Thu, Oct 29, 2015
Calculation Description: Title 24 Analysis, Input File Name: 081415 -Miller (LH).xml .
CF1 R -PRF -01
Page 4 of 9
WINDOWS
01
02
03
04
01
02
03
04
05
06
07
08
09
10
Name
Type
Surface (Orientation -Azimuth)
Width (ft)
Height (ft)
Multipli
er
Area
(ft2)
U -factor
SHGC
Exterior Shading
Window
Window
Front Wall (Front -270)
-
-
1
45.0
0.30
0.23
Insect Screen (default)
Window 6040
Window
Front Wall (Front -270)
6.0
4.0
1
24.0
0.30
0.23
Insect Screen (default)
Window 3016
Window
Front Wall (Front -270)
3.0
1.5
1
4.5
0.30
0.23
Insect Screen (default)
Window 6050
Window
Front Wall (Front -270)
6.0
5.0
1
30.0
0.30
0.23
Insect Screen (default)
Window 2
Window
Left Wall (Left -0)
-
-
1
50.0
0.30
0.23
Insect Screen (default)
Window -4050
Window
Left Wall (Left -0)
4.0
5.0
1
20.0
0.30
0.23
Insect Screen (default)
Window 3
Window
Rear Wall (Back -90)
-
-
1
40.0
0.30
0.23
Insect Screen (default)
Window Rear
Window
Rear Wall (Back -90)
5.0
6.6
1.009
33.3
0.30
0.23
Insect Screen (default)
Window 2868
Window
Right Wall (Right -180)
2.6
6.6
1.031
17.7
0.30
0.23
Insect Screen (default)
Window 4
Window
Right Wall (Right -180)
-
-
1
90.0
0.30
0.23
Insect Screen (default)
DOORS
01
02
03
04
Name
BUTTE COUNTY
� �� �� o� �,�. ra., e.w �
Side of Building
Area (ft2)
U•factor
Door
v11IL-6- 11 v� . ai v,,;, e;, a
®.„a. M
Front Wall
24.0
0.50
Door 2
F F R O V E
Interior Surface @ Garage
17.7
0.50
Door 3
iRight
Wall 2
128.0
0.14
OVERHANGS AND FINS
01
02
03
04
05
06
07
08
09
10
11
12 13
14
Overhang
Left Fin
Right Fin
Window
Depth
Dist Up
Left
Extent
Right
Extent
Flap Ht.
Depth
Top Up
DistL
Bot Up
Depth
Top Up Dist R
Bot Up
Window 6040
8.5
1
5.5
28
0
11
0
10.5
0
0
0 0
0
Window 3016
0
0
0
0
0
11
0
1
0
0
0 0
0
Window 6050
8.5
1
29
4.5
0
11
0
34
0
0
0 0
0
Window -4050
0
0
0
0
0
'0
0
0
0
37
0 2.6
0
Window Rear
0
0
0
0
0
43
0
4.5
0 1
14
0 4.5
0
Window 2868
0
0
0
0
0
38
0
3
0
0
0 0
0
Registration Number: 215-N6375084A-000000000-0000
CA Building Energy Efficiency Standards - 2013 Residential Compliance
Registration Date/Time: - 2015-10-29 05:52:03
Report Version - MR -08252015-744
HERS Provider: CaICERTS inc.
Report Generated at: 2015-30-29 05:33:07
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHODRR BUTTE COUNTY CF1R-PRF-01
Project Name: Residential Building Calculation Date/Time: 05:32, Thu, Oct 29,`210'11I5-U+NO DIVISION Page 5 of 9
Calculation Description: Title 24 Analysis Input File Name: 081415 -Miller (LH).xml APPROVED
OPAQUE SURFACE CONSTRUCTIONS
01
02
03
04
05
06
07
Total Cavity
Winter Design
Construction Name
Surface Type
Construction Type
Framing
R -value
U -value
Assembly.Layers
• Inside Finish: Gypsum Board
• Cavity / Frame: no insul. l 2x4
• Exterior Finish: Wood
R-0 Wall
Exterior Walls
• Wood Framed Wall
2x4 @ 16 in. O.C.
none
0.302
Siding/sheathing/decking
Ceilings (below
• Inside Finish: Gypsum Board
R-0 Roof Attic
attic)
Wood Framed Ceiling
2x4 @ 24 in. O.C.
none
0.481
• Cavity / Frame: no insul. l 2x4
• Cavity / Frame: no insul. l 2x4 Top Chrd
2x4 Top Chord of Roof Truss @ 24
• Roof Deck: Wood Siding/sheathing/decking
Attic Garage Roof Cons
Attic Roofs
Wood Framed Ceiling
in. O.C.
none
0.644
• Roofing: Light Roof (Asphalt Shingle) _
- . Cavity/ Frame: no insul. l 2x4 Top Chrd
2x4 Top Chord of Roof Truss @ 24
• Roof Deck: Wood Siding/sheathing/decking
Attic RoofZone 1 - Residence
Attic Roofs
Wood Framed Ceiling
in. O.C.
none
0.644
• Roofing: Light Roof (Asphalt Shingle)
• Floor Surface: Carpeted
Floors Over
• Floor Deck: Wood Siding/sheathing/decking
R-19 Floor Crawlspace
Crawlspace
Wood Framed Floor
2x6 @ 16 in. O.C.
R 19
0.049
• Cavity/ Frame: R-191 2x6
- Inside Finish: Gypsum Board
• Cavity / Frame: R-21 / 2x6
• Exterior Finish: Wood
R-21 Wall
Exterior Walls
Wood Framed Wall
2x6 @ 16 in. O.C.
R 21
0.066
Siding/sheathing/decking
- Inside Finish: Gypsum Board
Ceilings (below
• Cavity/ Frame: R-9.1 / 2x4
R-44 Roof Attic
attic)
Wood Framed Ceiling
2x4 @ 24 in. O.C.
R 44
0.022
• Over Floor Joists: R-34.9 insul.
• Inside Finish: Gypsum Board
• Cavity / Frame: R-21 / 2x6
R-21 Walll
Interior Walls
Wood Framed Wall
2x6 @ 16 in. O.C.
R 21
0.064
• Other Side Finish: Gypsum Board
• Inside Finish: Gypsum Board
• Cavity / Frame: R-15 / 2x4
• Exterior Finish: Wood
R-15 Wall
Exterior Walls
Wood Framed Wall
2x4 @ 16 in. O.C.
R 15
0.089
Siding/sheathing/decking
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04
Quality Insulation Installation (QII) - Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50
Not Required Not Required Not Required
o
Registration Number: 215-N6375084A-000000000-0000 Registration Date/Time: 2015-10-29 05:52:03
CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744
HERS Provider: CaICERTS inc.
Report Generated at: 2015-10-29 05:33:07
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Residential Building ' Calculation Date/Time: 05:32, Thu, Oct 29, 2015
Calculation Description: Title 24 Analysis C Input File Name: 081415 -Miller (LH).xml
CF1R-PRF-01 -
Page 6 of 9
WATER HEATING SYSTEMS
01 02 03 04 05 06
Name System Type Distribution Type Water Heater Number of Heaters 'Solar Fraction (%) .
DHW Sys 1 - 1/1 DHW Standard DHW Heater 1 1 .0%
WATER HEATERS
01
02
03
04
05
06
07
08
Name
Heater Element Type
Tank Type
Tank Volume
(gal)
Energy Factor or
Efficiency
Input Rating
Tank Exterior
Insulation
R -value
Standby Loss
(Fraction)
DHW Heater 1
Natural Gas
Small Storage
50
0.62
40000-Btu/hr
0
0
WATER HEATING - HERS VERIFICATION }
01
02
03
04
05 .
06
07
Name
Pipe Insulation.
Parallel Piping
Compact Distribution
Point -of Use
Recirculation
Control
Central DHW,
Distribution
DHW Sys 1 - 1/1
--
--
--
—
—
--
SPACE CONDITIONING SYSTEMS _
01
02
03
04
05
06
SC Sys Name ,
System Type
Heating Unit Name
Cooling Unit Name
Fan Name
Distribution Name
HVAC Systeml
Other Heating and Cooling
System
Heating Component 1
Cooling Component 1
HVAC Fan 1
Air Distribution System 1
HVAC - HEATING UNIT TYPES
01 ' 02 03
Name Type - Efficiency
Heating Component 1 CntrlFurnace - Fuel -fired central furnace 90 AFUE
BUTTE COUNTY
BUILDING DIVISION
-
AIPPROVEU'
Registration Number: 215-N6375084A-000000000-0000 r. Registration Date/Time: 2015-10-29 05:52:03 HERS Provider:- CaICERTS inc.
CA Building Energy Efficiency Standards - 2013 Residential Compliance -Report Version - CF1R-08252015-744 • t Report Generated at: 2015-10-29 05:33:07
TTE
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD B LDIN COUNTY
DCF1R-PRF-01
Project Name: Residential Building Calculation Date/Time: 05:32, Thu, Oct 29, 201D5 ®ILDIN®� DIVISIOi�! Page 7 of 9
Calculation Description: Title 24 Analysis Input File Name: 081415 -Miller (LH).xml �I`-P`E'
HVAC - COOLING UNIT TYPES
01
02
03 04
05
06
07
Name
System Type
Efficiency
EER SEER
Zonally Controlled
Multi -speed
Compressor
HERS Verification
Cooling Component 1
SplitAirCond
12
14
Not Zonal
Single Speed
Cooling Component
1 -hers -cool
HVAC COOLING - HERS VERIFICATION
01
02
03
04
05
06
Name `
Verified Airflow
Airflow Target
Verified EER
Verified SEER
Verified Refrigerant
Charge
Cooling Component 1 -hers -cool
Required
350
Required
Not Required
Not Required
HVAC - DISTRIBUTION SYSTEMS '
01
02
03.
04
05
06
07
Name
Type
Duct Leakage
Insulation R -value
Duct Location
Bypass Duct
HERS Verification
Air Distribution System 1
DuctsAttic
Sealed and tested
8
Attic
None
Air Distribution System
1 -hers -dist
HVAC DISTRIBUTION - HERS VERIFICATION
01
02
03
04
05
06
07
08
Name
Duct Leakage
Verification
Duct Leakage
Target (%)
Verified Duct
Location
Verified Duct
Design
Buried
Ducts
Deeply Buried
Ducts
Low -leakage.
Air Handler
Air Distribution System 1 -hers -dist
Required
6.0
Not Required
Not Required
Not Required
Not Required
—
HVAC -FAN SYSTEMS
01 02 03 04
Name Type Fan Power (Watts/CFM) HERS Verification"
HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1 -hers -fan
HVAC FAN SYSTEMS - HERS VERIFICATION r
01 02 03
Name Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM)
HVAC Fan 1 -hers -fan Required 0.58
Registration Number: 215-N6375084A-000000000-0000
CA Building Energy Efficiency Standards - 2013 Residential Compliance
Registration Date/Time: 2015-10-29 05:52:03
Report Version - CF1R-08252015-744
HERS Provider: CaICERTS inc.
Report Generated at: 2015-10-29 05:33:07
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Residential Building Calculation Date/Time: 05:32, Thu, Oct 29, 2015
Calculation Description: Title 24 Analysis Input File Name: 081415 -Miller (LH).xml
C F1 R -PRF -01
Page 8 of 9
IAQ (Indoor Air Quality) FANS
01
02
03
04
05
06
Dwelling Unit
IAQ CFM
IAQ Watts/CFM
IAQ Fan Type
IAQ Recovery
Effectiveness(%)
HERS Verification
SFam IAQVentRpt
61.06
0.25
Default
0
Required
Registration Number: 215-N6375084A-000000000-0000 Registration Date/Time: 2015-10-29 05:52:03
CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744
BUTTE COUNTY
BUILDING DIVISION
APPROVED
HERS Provider: CaICERTS inc.
Report Generated at: 2015-10-29 05:33:07
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01
Project Name: Residential Building Calculation Date/Time: 05:32, Thu, Oct 29, 2015 Page 9 of 9
Calculation Description: Title 24 Analysis Input File Name: 081415 -Miller (LH).xml
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. 1 certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:
Documentation Author Signature:
C
Max Ramirez
-W. 'Ramirez
Company:
Signature Date:
Golden Sun Designs
2015-10-29 05:52:03
Address:
CEA/HERS Certification Identification (If applicable):
22189 Samson Ave
NA
City/State/Zip:
Phone:
Corning, CA 96021 -
530-321-7242
RESPONSIBLE PERSON'S DECLARATION STATEMENT
certify the following under penalty of perjury, under the laws of the State of California:
1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of
Regulations.
3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents,
worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:
Responsible Designer Signature:
c%�az
c�amirez
Max Ramirez
Company:
Date Signed:
Golden Sun Designs
2015-10-29 05:52:03
Address:
License:
22189 Samson Ave
NA
City/State/Zip:
Phone:
Corning, CA 96021
530-321-7242
BUTTE COUNTY
BUILDING DIVISION
APPROVED `
Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document and in noway implies Registration Provider responsibility for the accuracy of the
information.
Registration Number: 215-N6375084A-000000000-0000 Registration Date/Time: 2015-10-29 05:52:03 HERS Provider: CaICERTS inc.
CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at:'2015-10-29 05:33:07
RESIDENTIAL MEASURES SUMMARY
RMS -1
Project Name
Miller Residence
Building Type
10 Single Family ❑ Addition Alone
❑ Multi Family ❑ Existing+ Addition/Alteration
Date
10/29/2015
Project Address
Lott Road Durham
California Energy Climate Zone
CA Climate Zone 11
Total Cond. Floor Area
2,356
Addition
nia
# of Units
1
INSULATION
Construction Type
Cavity
Area
(ft) Special Features Status
Floor Wood Framed w/Crawl Space R 19
2,356 New
Wall Wood Framed
R 21
1,768 New
Door Opaque Door
- no insulation
24 New
Roof Wood Framed Attic
R 44
2,356 New
Wall Wood Framed
R 15
81 New
FENESTRATION
Orientation Area(ft)
Total Area: 355 Glazing Percentage: 15.0 % New/Altered Average U -Factor: 0.30
U -Fac SHGC Overhang Sidefins Exterior Shades Status
Front (VV) 45.0
0.300
0.23 none
none Bug Screen
New
Front (W) 24.0
0.300
0.23 8.5
11.00/0.00 Bug Screen
New
Front (Vtq 4.5
0.300
0.23 none
11.00/0.00 Bug Screen
New
Front (149 30.0
0.300
0.23 8.5
11.00/0.00 Bug Screen
New
Left (N) 50.0
0.300
0.23 none
none Bug Screen
New
Left (N) 20.0
0.300
0.23 none
0.00137.00 Bug Screen
New
Rear (E) 40.0
0.300
0.23 none
none Bug Screen
New
Rear (E) 33.3
0.300
0.23 none
43.00/14.00 Bug Screen
New
Right (S) 17.7
0.300
0.23 none
38.00/0.00 Bug Screen
New
Right (S) 90.0
0.300
0.23 none
none Bug Screen
New
BUTTE 001
BUILDING _ .
SION
_
inn
"I I W %.#
iu
HVAC SYSTEMS
Qty. Heating
Min. Eff
Cooling
Min. Eff Thermostat Status
1 Central Furnace
90% AFUE
Split Air Conditioner 14.0 SEER Setback
New
HVAC DISTRIBUTION
Location Heating
Cooling
Duct
Duct Location R -Value Status
HVAC System Ducted
Ducted
Attic 8.0
New
WATER HEATING
Qty. Type
Gallons Min. Eff Distribution Status
1 Small Storage Gas
50
0.62
Standard
New
Ener Pro 6.7 by EnerqySoft User Number: 5733
RunCode: 2015-10.29T05:47:10 ID: 081415 -Miller
Pae 12 of 16
2013 Low -Rise Residential Mandatory Measures Summary
BUTTE COUNTY
BUILDING DIVISION
,,t pppn\/i=n
§ 110.4(b)1:
Any Pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction
and return lines, or built-up connections for future solar heating,
§ 110.4(b)2:
Outdoor pools or spas that have a heat pump or gas heater shall have a cover.
§ 110.4(b)3:
Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or pro-
grammed to run only during off-peak electric demand periods.
§ 110.5:
Natural gas pool and spa heaters shall not have a continuous burning pilot light.
§ 150.0(p):
Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements.
Lighting Measures:
§ 110.9:
All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of § 110.9.
§150.0(k)IA:
Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with § 150.0(k) in accordance with TABLE
150.0-A or TABLE 150.0-B, as applicable.
§ 150.0(k)1B:
When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply
with the applicable provisions of § 150.0(k).
The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with
§150.0(k)IC:
§ 130.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has
been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180
watts of low efficacy lighting er electrical box.
§150.0(k)ID:
Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz.
Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no
§ 150.0(k)1 E:
more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § ] 30.0(c). Night lights do not need to
be controlled by vacancy sensors.
§150.0(k)]F:
Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable
requirements of § 150.0(k).
§ 150.0(k)2A:
High efficacy luminaires must be switched separately from low efficacy luminaires.
§ 150.0(k)2B:
Exhaust fans shall be switched separately from lighting systems.
§ 150.0(k)2C:
Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF.
§ 150.0(k)2D:
Controls and equipment are installed in accordance with manufacturer's instructions.
§ 150.0(k)2E:
No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with §150.0(k).
§ 150.0(k)2F:
Lighting controls comply with applicable requirements of § 110.9.
An Energy Management Control System (EMCS) may be used to comply with dimmer requirements if. it functions as a dimmer
§ 150.0(k)2G:
according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5; and all other
requirements in § 150.0(k)2.
An Energy Management Control System (FMCS) may be used to comply with vacancy sensor requirements of § I50.0(k) if: it
§ 150.0(k)2H:
functions as a vacancy sensor according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements
of § 130.5; and all other requirements in § 150.0 2.
§ 150.0(k)21:
A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the
functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in §150.0(k)2.
§ 150.0(k)3A:
A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy.
Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only
§ I50.0(k)3B:
the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are
considered kitchen lighting if they are not separately switched from kitchen lighting.
§150.0(k)4:
Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated
cabinet.
§ I50.0(k)5:
A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom
shall be high efficacy or controlled by vacancy sensors.
§ I50.0(k)6:
Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and
controlled by vacancy sensors.
§ I50.0(k)7:
Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high
efficacy, or shall be controlled by either dimmers or vacancy sensors.
Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other
nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0
CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing
§ 150.0(k)8:
and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and
allow ballast maintenance and replacement without requiring cutting holes in the ceiling.
For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with § I50.0(k), the ballasts
shall be certified to the Energy Commission to comply with the applicable requirements in § 110.9.
For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the
same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements:
i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and
§ 150.0(k)9A:
ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a
motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically
reactivates the motion sensor within 6 hours; and
iii. Controlled by one of the following methods:
2013 Low -Rise Residential Mandatory Measures Summary
BUTTE COUNTY
BUILDING DIVISION
APPROVED
NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the
compliance approach used. E ceDtions may aDDly. Review the respective code section for more information.
Building Envelope Measures:
§ 110.6(a)1:
Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage.
§ 110.6(a)5:
Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain
Coefficient SHGC , and infiltration that meets therequirements of § 10-111 (a).
§ 110.7:
Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed.
§ 110.8(a):
Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R.
§ 1 10.8(1):
The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of § 110.8(i) when the
installation of a cool roof is specified on the CFIR.
§ 110.80):
A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CF] R.
Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a
§ 150.0(a):
rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The
attic access shall be gasketed to prevent air leakage.
§I50.0(b):
Loose fill insulation shall conform with manufacturer's installed design labeled R -value.
§ 150.0(c):
Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U -
factor).
§ I50.0(d):
Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor.
In Climate Zones 14 and 16 a Class II vapor retarder shall be installed on the conditioned space side of all insulation in all exterior
§150.0(g)]:
walls, vented attics and unvented attics with air -permeable insulation.
In Climate'Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class 11
§ 150.0(g)2:
vapor retarder.
In a building having a controlled ventilation crawl space, a Class 1 or Class 11 vapor retarder shall be placed over the earth floor of
§ I50.0(g)3:
the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section
150.0(d).
§ 150.0(1):
Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%;
have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration;
and when installed as part of a heated slab floor meets the requirements of § 110.8( .
§ 150.0(q):
Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U -
factor of 0.58; or the weighted average U -factor of all fenestration shall not exceed 0.58.
Fireplaces, Decorative Gas Appliances and Gas Log Measures:
§150.0(e)IA:
Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox.
§150.0(e)1B:
Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is
equipped with a readily accessible, operable, and fight -fitting damper or a combustion -air control device.
§ 150.0(e)1 C:
Masonry or factory -built fireplaces have a flue damper with a readily accessible control.
§ I50.0(e)2:
Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside
of the building, are prohibited.
Space Conditioning, Water Heating and Plumbing System Measures:
§ 110.0-§ 110.3:
HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission.
§ 110.3(c)5:
Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation
valve, and recirculation loop connection requirements of § 110.3(c)5.
Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli-
§ 110.5:
ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool
ands a heaters.
§150.0(h)]:
Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified
in§I50.Oh2.
§ 150.0(h)3A:
Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any
dryer vent.
§ 150.0(i):
Heating systems are equipped with thermostats that meet the setback requirements of § 110.2(c).
§ 150.00) ] A:
Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped
with insulation having an installed thermal resistance of R-12 or greater.
§ 150.00)1B:
Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, have R-12 external
insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank.
For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage
tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system
§ 150.00)2A:
regardless of the pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and
all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3-
A.
§ I50.00)2B:
All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve
that allows for installation, removal, and replacement of the enclosed pipe and insulation.
. 2013 Low -Rise Residential Mandatory Measures Summary
BUTTE COUNTY
BUILDING DIVISION
APPROVED
§ 150.06)2C:
Pipe for cooling system lines shall be insulated as specified in §150.06)2A. Piping insulation for steam and hydronic heating
systems or hot waters stems with pressure > 15 psig shall meet the requirements in TABLE 120.3-A.
§ 150.00)3:
Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind.
Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For
§ 150.00)3A:
example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or
painted with coating that is water retardant and provides shielding from solar radiation that degrades the material.
Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class 1
§ 150.00)3B:
or Class 11 vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class 1 or Class 11 vapor
retarder.
Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3
feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the
§ 150.0(n)l:
space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed
water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000
Btu/hr.
§150.0(n)2:
Recirculating loops serving multiple dwelling units shall meet the requirements of § 110.3(c)5.
§ I50.0(n)3:
Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC)
or by a testing agency approved by the Executive Director.
Ducts and Fans Measures:
All air -distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0,
§603.0, §604.0, §605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition.
Supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC
§605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing
(RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed
§150.0(m)]:
with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 1818 or
aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than %< inch, the
combination of mastic and either mesh or tape shall be used. Building cavities, support platforms for air handlers, and plenums
defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying
conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms
shall not be compressed to cause reductions in the cross-sectional area of the ducts.
Factory -Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints
§ I50.0(m)2:
and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is
used in combination with mastic and draw bands.
§ 150.0(m)3-6:
Field -Fabricated Duct Systems shall comply with requirements for: pressure -sensitive tapes, mastics, sealants, and other
requirements specified for duct construction; duct insulation R -value ratings; duct insulation thickness; and duct labeling.
§ 150.0(m)7:
All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic
dampers.
§ 150.0(m)8:
Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers
except combustion inlet and outlet air openings and elevator shaft vents.
Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not
§150.0(m)9:
limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum,
sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is
water retardant and provides shielding from solar radiation.
§150.0(m)10:
Flexible ducts cannot have porous inner cores.
When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be
§ 150.0(m)11:
sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference
Residential Appendix RA3.
Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal
§150.0(m)12:
conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of
§150.0(m)12.
Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the
placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The
§150.0(m)13:
space conditioning system must also demonstrate airflow> 350 CFM per ton of nominal cooling capacity through the return
grilles, and an air -handling unit fan efficacy <_ 0.58 W/CFM as confirmed by field verification and diagnostic testing, in
accordance with Reference Residential Appendix RA3.
Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode,
§150.0(m)15
an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of >_ 350 CFM per ton of nominal cooling
capacity, and operating at an air -handling unit fan efficacy of:5 0.58 W/CFM as confirmed by field verification and diagnostic
testing, in accordance with Reference Residential Appendix RA3.
All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of
§ 150.0(o):
central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the
Whole Building Ventilation.
§150.0(o)]A:
Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with
Reference Residential Appendix RA3.
Pool and Spa Heating Systems and Equipment Measures:
Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency
§ 110.4(a):
Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat
setting; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating.
BUTTE COUNTY
BUILDING DIVIv0I0N
2013 Low -Rise Residential Mandatory Measures Summary A D D D M / M
a. Photocontrol not having an override or bypass switch that disables the photocontrol; or V 1:'. E;
b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is
programmed to automatically tum the outdoor lighting OFF during daylight hours; or
c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of
an astronomical time clock in accordance with § 110.9; meets the Installation Certification requirements in § 130.4; meets the
requirements for an EMCS in § 130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and,
is programmed to automatically turn the outdoor lighting OFF during daylight hours.
For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor
lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the
§ 150.0(k)9B:
following requirements:
i. Shall comply with § I50.0(k)9A; or
ii. Shall comply with the applicable requirements in §110.9, §130.0, §130.2, §130.4, §140.7 and §141.0.
§ 150.0(k)9C:
For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § I50.0(k)9B or 150.0(k)9D
shall comply with the applicable requirements in § 110.9, § 130.0, §130.2, §130.4, § 140.7 and § 141.0.
Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply
§ I50.0(k)9D:
with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0.
§150.0(k)10:
Internally illuminated address signs shall comply with § 140.8; or shall consume no more than 5 watts of power as determined
according to § 130.0(c).
§ 150.0(k)11:
Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for
' '
nonresidential garages in 110.95 § 130.0, § 130. 1, 130.4, § 140.6, and § 141.0.
In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of
§ 150.0(k)12A:
the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or
controlled by an occupant sensor.
In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20
percent of the floor area, permanently installed lighting in that building shall:
§ 150.0(k)12B:
i. Comply with the applicable requirements in § 110.9, § 130.0, § 130. 1, § 140.6 and § 141.0; and
ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each
space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of
ingress and egress.
Solar Ready Buildings:
Single family residences located in subdivisions with ten or more single family residences and where the application for a
§110.10(a)1:
tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014,
shall comply with the requirements of §110.10 through §110.10 e .
§I 10.10(a)2:
Low-rise multi -family buildings shall comply with therequirements of §110.10(b) through §110.10(d).
The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke
ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a
local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than
80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for
§ 110.10(b)l :
buildings with roof areas greater than 10,000 square feet.
For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less
than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or
on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the
building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area.
§ 110.10(b)2:
All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north.
§ 110.10(b)3A:
No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be
located in the solar zone.
Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice
§ 110.10(b)3B:
the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the
horizontal projection of the nearest point of the solar zone, measured in the vertical plane.
§ 110.10(b)l:
For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly
indicated on the construction documents.
The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit
§ 110.10(c):
from the solar zone to the point of interconnection with the electrical service (for single family residences the point of
interconnection will be the main service panel); a pathway for routing of plumbing from the solar zone to the water -heating
system.
§1 10.10(d):
A copy of the construction documents or a comparable document indicating the information from §1 10.10(b) through §1 10.10(c)
shall be provided to the occupant.
§1 10.10(e)l:
The main electrical service panel shall have a minimum busbar rating of 200 amps.
The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a
.1 O(e)2:
L§l
future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or
main circuit location, and permanently marked as "For Future Solar Electric'.
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Bu,rTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES=BUILDING mail to " """ "'
CONSTRUCTION DEBRIS RECOVERY FINAL REPORT Butte County Development Services -
Final inspection will not be scheduled until completed report submitted Building
7 County Center Drive
APN: Building Permit # Oroville, CA 95965
Owner Name: Owner Phone: ( 1
Jobsite Address: Project Type: D Construction ❑ Demolition
Jobsite Contact Company: Jobsite Phone: ( 1
MATERIAL onnag Reeyue ot,posat ACTUAL FACILITIESISERVICE PROVIDERS USED
Tonnage Tonna a .Tonne e
Inert Material (concrete, aaphan)
Lumber
Plant/Tree Debris
Dry Wall
Metal
Cardboard
Other:
Other.
Total tons of material disposed of (not recycled or reused)
Total tons of material not disposed (either recycled of reused) Attach copies of weight receipts, gate tags, or
other verifying information for all materials
Percent recycled/reused % that were reused, recycled. or disposed.
Please sign indicating that the above information is true and correct to the best of your knowledge:'
Applicant: -•OUTr f•.
(Owner or Contractor): Date:
Circle which
Final Report returned with comments: (Initial) Date:
Final Report approved: (Building Inspector) Date:
K:\BUILDING\2011VWpptoved forms\Res Green Bldg. formsWaste Diversion -Recycling forms.doc
U.S.DEPARTr4ENTO. MOMELANDSECURITY ELEVATION CERTIFICATE
FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008
A'ational Fiood,4nsurance Program Important: Read the instructions on pages 1-9. Expiration Date: July 31, 2015
SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE
A2. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number.
9810 LOTT ROAD
-City DURHAM State CA ZIP Coder95°,138 FII ITTF; COUNT! r�'VELOcMFN
arty Description (Lot and Btodc Numbers, Tax Parcel Number, Legal Description, etc.) ',` ,;-' F ;
110-078 CODE C0J\A' L-;*,JkL, -
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL UAI t r
A5. Latitude/Longitude: Lat. N39.6614i Long. W121.77361 Horizontal Datum: &NAD 1927 ® NAD 1983
A6.' Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 8
A8. For a building with a crawispace or enclosure(s): A9. For a building with an attached garage:
a) Square footage of aawispace or enclosure(s) 1500 sq it a) Square footage of attached garage 484 sq ft
b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage
or enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade
c) Total net area of flood openings in A8.b 150 sq in c) Total net area of flood openings in A9.b 5Q sq in
d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
81. NFIP Community Name 8 Community Number B2. County Name B3. State
BUTTE COUNTY 060017 BUTTE COUNTY CA
B4. Map/Panel Number
B5. Suffix
86. FIRM Index Date
B7. FIRM Panel
B8. Flood
B9. Base Flood Elevatlon(s) (Zone
06007CO520
E
I
L
Effective/Revised Date
Zone(s)
AO, use base flood depth)
® feet
O meters
173.4
01/062011
AE
173.4'
810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89.
❑ FIS Profile. ® FIRM ❑ Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No
Designation Date: ❑ CBRS ❑ OPA
m SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. ,Building elevations are based on: ® Construction Drawings' ❑ Building Under Construction' ❑ Finished Construction
'A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations - Zones Al -,A30, AE, AH, A (with BFE), VE, Vi -V30, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h
below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters.
Benchmark Utilized: D137101 Vertical Datum: NAVD88
Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor)
b) Top of the next higher floor
C) Bottom of the lowest horizontal structural member (V Zones only)
d) Attached garage (top of,slab)
e) Lowest elevation of machinery or equipment servicing the building
(Describe type of equipment and location In Comments)
0 Lowest adjacent (finished) grade next to building (LAG)
g) Highest adjacent (finished) grade next to building (HAG)
h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
information. I certify that the Information on this Certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001.
® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a
❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No
Certifier's Name LESLIE W COKE License Number PLS 5712
True LAND SURVEYOR Company Name PRECISION SURVEYING
Address 1165 iPFF WAY 204 City ORLAND State CA ZIP Code 95963
Date 07/16/2015 Telephone 530-865-4194
Leslie W..t;oke �
► ' Rt.
No. 5712
rtMA rorin UUU-0-33 (7112) See reverse side for continuation. Repleoes'all previous editions.
Check the measurement used.
172.2
® feet
O meters
174.5
® feet
❑ meters
❑ feet
O meters
172.8
® feet
O meters
173.4
® feet
❑ meters
L7.2,.0
® feet
❑ meters
72.3
® feet
❑ meters
O feet
❑ meters
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
information. I certify that the Information on this Certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001.
® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a
❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No
Certifier's Name LESLIE W COKE License Number PLS 5712
True LAND SURVEYOR Company Name PRECISION SURVEYING
Address 1165 iPFF WAY 204 City ORLAND State CA ZIP Code 95963
Date 07/16/2015 Telephone 530-865-4194
Leslie W..t;oke �
► ' Rt.
No. 5712
rtMA rorin UUU-0-33 (7112) See reverse side for continuation. Repleoes'all previous editions.
rmrUK I ANT: Inahese spaces, copy the corresponding information from Section A.
Building Striiat Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
9810 LOTT ROAD
City DURHAM
State CA ZIP Code 95938
FOR INSURANCE COMPANY USE
Policy Number.
Company NAIC Number.
SECTION O - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agent/company, and (3) building owner.
CommentsBENCHMARK = THE NORTHWEST CORNER OF CONCRETE DRIVEWAY OF GARAGE AT 9810 LOTT ROAD. ELEVATION a 172.4.
FINISHED FLOOR TO BE A MINIMUM OF 2.0 FEET ABOVE BENCHMARK.
Signature
.uate 07-16-2015
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items El -£5. If the Certificate Is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. It Puerto Rico only, enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation Is above or below the
grade (HAG) and the lowest adjacent grade (LAG). highest adjacent
a) Top of bottom floor (including basement, crawtspace, or enclosure) is
b) Top of bottom floor (including basement, crawlspace, or enclosure) Is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E2. For Building Diagrams 6-9 with ❑ feet ❑ meters ❑ above or ❑ below the LAG.
permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor
(elevation C2.D in the diagrams) of the building is ❑feet [)
E3. 'Attached garage (top of slab) is ❑ meters ❑ above or below the HAG.
E4. Top of platform of machine and/or ❑ feet ❑ meters ❑ above or ❑ below the HAG.
machinery equipment servicing the building is ❑ feet ❑ meters
G.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated In accordance vO the comabove munity s floodplbelow the ain management
ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A. B, and E for Zone A (without a FEMA -issued or community -Issued BFE)
or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Own-aor Owner's Authorized Representative's Name
Add
Signare city State ZIP Code
tu
Date Telephone
Comments
❑ Check here 'rf attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
he local official who is authorized by law or ordinance to administer 9 community s floodplain management ordinance can complete Sections A, B. C (or E), and G
`this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 -G10. In Puerto Rico only, enter meters.
1. ❑ . The Information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -Issued BFE) or Zone AO.
3. ❑ The following information (Items G4 -G10) is provided for community floodplain management purposes.
G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued
7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement
8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum
9. 8FE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum
10. Community's design flood elevation: ❑ feet ❑ meters Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
❑ Check here If attachments.
EMA Form 086-0-33 (7/12) Replaces all previous editions