HomeMy WebLinkAboutB15-2533 065-190-048Y
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BUTTE
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PERMITBSE COUNTY DEVELOPMENT SERVICES { G G201
REVIEWED FOR
CEDE ONAf'L!/aNCE DLVEL0PMEI\?
DATE�_ R VTCES
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e.ngoneeron�q eJ0177
This eJob is prepared exclusively for:
Homewood Truss (5824)
PO Box 5010
Marysville, CA 95901-8501
Work Order: 150003
Job Customer: KEN JUHL
Job Name: JUHL GARAGE
Job Address: MAGALIA, CA
BUTTE COUNTY
Alpine ID: T511596.J539832
hereby verify that this document was prepared by me or under my direct supervision and that
am a duly Licensed Professional Engineer. I am responsible for the design of each
component detail only -- not for the proper manufacture of the components.
This document is no longer valid if any modifications are made to it.
Alpine, a division of ITW Building Components Group Inc.
2820 N. Great Southwest Pkwy.
Grand Prairie, TX 75050
800-521-9790
�r
I
Table of Contents
Page No. ILTruss Label
1]1 Al
Page 1
N low Ei
111�41 �Ifl4., f'I ll � t"inb %,sif
Page No. Truss Label
2 AG
Page No. ILTruss Label
Alpine, a division of ITW Building Components Group Inc.
2820 N. Great Southwest Pkwy.
Grand Prairie, TX 75050
800-521-9790
11 L
t 0,
.0006.rii,
1
w N
EngEneenng eJOb
Truss Engineer Design Responsibilities
The engineer's signature on this design certifies that the individual component depicted, if built
with the materials and to the placements and tolerances specified, will bear the loads shown
on the drawing. Users of the component are responsible for determining that any as -built
component conforms to the design. The loading and dimensions specified have been provided
by others and have not been verified by the signing engineer. The building designer is
responsible for determining that the dimensions and loads for each component match those
required by the plans and by the actual use of the individual component. The building designer
is responsible for ascertaining that the loads shown on the designs meet or exceed applicable
building code requirements and any additional factors required in the particular application.
The engineer's seal on the attached component designs indicates acceptance of professional
engineering responsibility solely for the design of the individual component assuming that the
loading and dimension requirements are as represented to the engineer. The suitability and
use of this component for any particular building is the responsibility of the building designer in
accordance with ANSI/TPI 1 Chapter 2. The engineer certifying this component is not
responsible for anything beyond the specific scope of work set forth above, including but not
limited to, the loading factors used in the design of the component, the dimensions of the
component, the transfer of lateral loads from the roof and/or forward to the shear walls down to
the foundation, connection of the components to the bearing support, the design of the bearing
supports, the design and connection to the shear walls, the design of temporary or permanent
building bracing required in the roof and/or floor systems, transfer of vertical loads down to the
foundation, the design of the foundation or analysis in connection with the roof and/or floor
diaphragms of the building. This is a high quality facsimile of the original engineering
document. A wet or embossed seal copy of this engineering document is available upon
request.
Alpine, a division of ITW Building Components Group Inc.
2820 N. Great Southwest Pkwy.
Grand Prairie, TX 75050
800-521-9790
Enuineering
eJo[4
11/512015
Required Details*
Other Available Details*
http://www.itwbcq.com/trussconnections.php
*Sealed versions of these details are available upon request.
Alpine, a division of ITW Building Components Group Inc.
2820 N. Great Southwest Pkwy.
Grand Prairie, TX 75050
800-521-9790
f
lJob Name: JUHL GARAGE Truss ID: Al Qtv: 14 1
BRIG X -LOC REACT SIZE REQ'D
1 0- 1-12 1564 3.50" 1.67"
2 23-10- 4 1564 3.50" 1.67"
MAX DEFLECTION (span) :
L/999 MEM 4-5 (LIVE) LC 40
L= -0.25" D= -0.25" T= -0.49"
MAX DEFLECTION (cant) :
L/184 MEM OL- 1 (LIVE) LC 43
L= -0.14" D= 0.10" T= -0.04"
== Joint Locations =_
1 0- 0- 0 6 0- 0- 0
2 7- 6- 0 7 8- 0- 0
3 12- 0- 0 8 16- 0- 0
4 16- 6- 0 9 24- 0- 0
5 24- 0- 0
CRITICAL MEMBER FORCES:
TC COMP.(DUR.)/ TENS.(DUR.) CSI
OL- 1 0(1.60)/ 85(1.25 0.42
1-2 -3056((1.15)/ 58(1.60 0.74
2-3 -2906(1.15)/ 92(1.60) 0.54
3-4 -2919(1.15)/ 92(1.60) 0.54
4-5 -3056(1.15)/ 58(1.60) 0.75
5 -OR 0(1.25)/ 85(1.25) 0.42
BC
COMP.(DUR.)/
TENS.(DUR.)
CSI
6-7
/
2803(1.15)
0.59
7-8
/
1807(1.15)
0.56
8-9
/
2804(1.15)
0.59
WB
COMP.(DUR.)/
TENS.(DUR.)
CSI
2-7
-744(1.15)/
83(1.60)
0.12
3-7
-11(1.60)/
1266(1.15)
0.56
3-8
-12(1.60)/
12761.15)
0.56
4-8
-745(1.15)/
83H.60)
0.12
TC 2x4 DFL #1 & Btr.
BC 2x4 DFL #1 & Btr.
WEB 2x4 DFL STANDARD
Kcr (creep factor) = 2.00
Refer to Joint QC Detail Sheets for
Cq factors and Rotational Tolerances.
Loaded for 10 PSF non -concurrent BCLL.
Loaded for 200# non -concurrent moving BCLL.
PLATING BASED ON GREEN LUMBER VALUES.
+ + + + + + + + + + + + + + + + + + + + + +
OVERHANG(S) MAY BE SHORTENED UP TO 3" MAX.!
Overhang Soffit loading = 5.0 psf
+ + + + + + + + + + + + + + + + + + + + + +
Not designed for attic storage unless
noted otherwise.
Designed per ANSI/TPI 1-2007
Fabrication Tolerance = 20.0%
Bearings designed for an FcPerp value of the
lesser of the truss chord lumber value or
625 for all bearings.
IRC/IBC truss plate values are based on
testing and approval as required by IBC 1703
and ANSI/TPI and are reported in ESR -1118.
ASCE7-10 SNOW LOAD DESIGN CRITERIA:
Pg = 46 psf, Ce = 0.9, I = 1.0, Ct = 1.10
Overhangs are designed for 48 PSF live
load (includes multiplier of 1.50), and an
eave (ice) load of 0.0 Plf, in addition to
dead loads indicated.
12-0-0 1 12-0-0
1 2 3 4 5
4.00
6X6
UPLIFT REACTIONS) :
Support C&C Wind Non -Wind
1 -113 lb
2 -113 lb
This truss is designed using the
ASCE7-10 Wind Specification
Bldg Enclosed = Yes,
Truss Location = Not End Zone
Exp Category = C
Bldg Length = 30.00 ft, Bldg Width = 24.00 ft
Mean roof height = 12.16 ft, mph = 110
Occupancy Category II, Dead Load = 13.2 psf
Designed as Main Wind Force Resisting System
- Low-rise and Components and Cladding
Tributary Area = 48 sqft
1.5X3 1.5X3
4-3-13
4-11-11
3X10 3X10 SHIP
III
2 2
0-3-13 5X6 3X8 0-3-13 Q OFE
B1 g2
W:308
W:308
R:1564 R:1564 `r?
U:-113 U:-113 pow
11111111
2-0-0 2-0-0
No. C 72160
-� 24-0-0
6 7 8 9
CIVI �P
OF GAL
All connector plates are Alpine Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super 111512015
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
268 - Homewood Truss **WARNING!** READ AND FOLLOWALL NOTES ON THIS DRAWING! Cust: KEN JUHL
(CA) **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DIR: Drive -M -150003 -L00005 -J00001
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component WO: Dri ve_M_150003_L0000
Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless Dsgn r : BK #LC = 75 WT/PLY : 126
TM noted otherwise, top chord shall have properly 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 BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and TC Live 20.00 psf Li veDu r L=1.25 P=1.25
d position as shown above and on the Joint Details report, unless noted otherwise. TC Snow(Pf) 32.00 psf SnowDu r 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 Mb r Bnd / Comp / Tens
AN /TW COMPANY conformance with ANSI/TPI 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 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 ANS11TP/ 1 Sec.2
For more information see this job's general notes page and these web sites: CBC -2013
TRUSPLUS 6.0 VER: T6.5.20 ALPINE: www.alr)ineitw.com: TPI: www.toinst.ora: WTCA: www.sbcindustrv.ora: ICC: wwwJccsafe.ora B1 dg Code : DEFL RATIO: L/240 TC: L/240
"
3
1.5X3 1.5X3
4-3-13
4-11-11
3X10 3X10 SHIP
III
2 2
0-3-13 5X6 3X8 0-3-13 Q OFE
B1 g2
W:308
W:308
R:1564 R:1564 `r?
U:-113 U:-113 pow
11111111
2-0-0 2-0-0
No. C 72160
-� 24-0-0
6 7 8 9
CIVI �P
OF GAL
All connector plates are Alpine Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super 111512015
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
268 - Homewood Truss **WARNING!** READ AND FOLLOWALL NOTES ON THIS DRAWING! Cust: KEN JUHL
(CA) **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DIR: Drive -M -150003 -L00005 -J00001
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component WO: Dri ve_M_150003_L0000
Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless Dsgn r : BK #LC = 75 WT/PLY : 126
TM noted otherwise, top chord shall have properly 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 BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and TC Live 20.00 psf Li veDu r L=1.25 P=1.25
d position as shown above and on the Joint Details report, unless noted otherwise. TC Snow(Pf) 32.00 psf SnowDu r 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 Mb r Bnd / Comp / Tens
AN /TW COMPANY conformance with ANSI/TPI 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 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 ANS11TP/ 1 Sec.2
For more information see this job's general notes page and these web sites: CBC -2013
TRUSPLUS 6.0 VER: T6.5.20 ALPINE: www.alr)ineitw.com: TPI: www.toinst.ora: WTCA: www.sbcindustrv.ora: ICC: wwwJccsafe.ora B1 dg Code : DEFL RATIO: L/240 TC: L/240
R
lJob Name: JUHL GARAGE Truss ID: AG Qty: 2 1
BRG X -LOC REACT SIZE REQ'D
1 0- 1-12 721 3.50" 1.50"
2 4- 0- 0 549 3.50" 1.50"
3 5- 4- 0 242 3.50" 1.50"
4 6- 8- 0 305 3.50" 1.50"
5 8- 0- 0 298 3.50" 1.50"
6 9- 4- 0 310 3.50" 1.50"
7 10- 8- 0 252 3.50" 1.50"
8 11- 3- 0 246 3.50" 1.50"
9 12- 9- 0 246 3.50" 1.50"
10 13- 4- 0 252 3.50" 1.50"
11 14- 8- 0 310 3.50" 1.50"
12 16- 0- 0 298 3.50" 1.50"
13 17- 4- 0 305 3.50" 1.50"
14 18- 8- 0 242 3.50" 1.50"
15 20- 0- 0 549 3.50" 1.50"
16 23-10- 4 721 3.50" 1.50"
MAX DEFLECTION (span) :
L/999 MEM 18-19 (LIVE) LC 47
L= -0.01" D= -0.01" T= -0.02"
MAX DEFLECTION (cant) :
L/359 MEM RS -OR (LIVE) LC 43
L= -0.07" D= -0.03" T= -0.10"
CRITICAL MEMBER FORCES:
TC COMP. DUR. / TENS. DUR.) CSI
OL -RS 0(1.603/ 8 5 1.25) 0.48
1-2 -208(1.25)/ 7(1.25) 0.16
2-3 -209(1.15)/ 0.14
3-4 -205(1.15)/ 0(1.25) 0.04
4-5 -207 1.15)/ 0 1.25) 0.05
5-6 -207R.15)/ 0 1.25) 0.05
6-7 -211(1.15)/ 0(1.25) 0.04
7-8 -205(1.25)/ 0.03
8-9 -193(1.15)/ 0.03
9-10 -193(1.15)/ 0.03
10-11 -205(1.25)/ 0.03
11-12 -211(1.15)/ 0(1.25) 0.04
12-13 -207(1.15)/ 0(1.25) 0.05
13-14 -207(1.15)/ 0(1.25) 0.05
14-15 -205(1.15)/ 0(1.25) 0.04
15-16 -209(1.15)/ 0.14
16-17 -208 1.25)/ 7(1.25 0.16
RS -OR 1.15)/ 85(1.25 0.48
BC COMP.(DUR.)/ TENS.(DUR.) CSI
18-19 -239(1.25)/ 165(1.25) 0.14
19-20 / 0.11
20-21 / 0.02
21-22 / 0.04
22-23 / 0.04
23-24 / 0.02
24-25 / 0.03
25-26 / 0.03
26-27 / 0.03
27-28 / 0.02
28-29 / 0.04
29-30 / 0.04
30-31 / 0.02
31-32 0.11
32-33 -239(1.25)% 165(1.25) 0.14
WB COMP.(DUR.)/ TENS.(DUR.) CSI
2-19 -430(1.15)/ 0.05
3-20 -222R.15 / 0.03
4-21 -27.153/ 0.04
5-22 -277(1.15)/ 0.04
6-23 -288(1.15)/ 0.05
7-24 -192(1.15)/ 0.04
8-25 -77(1.15)/ 0.02
10-26 -77(1.15)/ 0.02
11-27 -192(1.15)/ 0.04
12-28 -288(1.15)/ 0.05
13-29 -277(1.15)/ 0.04
14-30 -279(1.15)/ 0.04
15-31 -222(1.15)/ 0.03
16-32 -430(1.15)/ 0.05
8-2577 1.15)/ 0.02
10-26 -771.15)/ 0.02
TC 2x4 DFL #1 & Btr.
BC 2x4 DFL #1 & Btr.
DG SLIDER 2x4 DFL #1 & Btr.
WEB 2x4 DFL STANDARD
Kcr (creep factor) = 2.00
IRC/IBC truss plate values are based on
testing and approval as required by IBC 1703
and ANSI/TPI and are reported in ESR -1118.
ASCE7-10 SNOW LOAD DESIGN CRITERIA:
Pg = 46 psf, Ce = 0.9, I = 1.0, Ct = 1.10
Permanent bracing is required to
prevent rotation/toppling. See
BCSI and ANSI/TPI 1.
PLATING BASED ON GREEN LUMBER VALUES.
HORIZONTAL REACTIONS)
support 1 374 lb
support 2 -238 lb
support 15 238 lb
support 16 -374 lb
+ + + + + + + + + + + + + + + + + + + + + +
OVERHANG(S) MAY BE SHORTENED UP TO 3" MAX.!
Overhang Soffit loading = 5.0 psf
+ + + + + + + ♦ . + + + + + + + + + + + + +
Not designed for attic storage unless
noted otherwise.
Designed per ANSI/TPI 1-2007
Fabrication Tolerance = 20.0%
Bearings designed for an FcPerp 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.
Loaded for 10 PSF non -concurrent BCLL.
Loaded for 200# non -concurrent moving BCLL.
Mark all interior bearinglocations.
Install interior support s) before erection.
Building designer shall verify gable loads
and eave loads, if applicable.
[+] gable bracing required @ 42" intervals,
if exposed to wind load applied to face.
See ITWBCG's Gable Bracing Details.
Overhangs are designed for 48 PSF live
load (includes multiplier of 1.50), and an
eave (ice) load of 0.0 Plf, in addition to
dead loads indicated.
12-0-0 1 12-0-0 1 1
1 2 3 4 5 6 78 9 1011 12 13 14 15 16 17
4.00
1.5X3
1.5X3
1.5X3
1.5X3
1.5X3
1.5X3
1.5X3
4X4
1.5X3
1.5X3
1.5X3
1.5X3
2.5X4 1.5X3 1.5X3 1.5X3 5X6 1.5X3 2.5X4
1.5X3 1.5X3 1.5X3 1.5X3 1.5X3
1.5X3 1.5X3 1.5X3
1.5X3
f�
24-0-0
18 19 20 21 22 23 2425 2527 28 29 30 31 32 33
UPLIFT REACTIONS)
Support C&C Wind Non -Wind
1 -21 lb
2 -18 lb
3 -5 lb -9 lb
4 -8 lb
5 -8 lb
6 -9 lb
7 -5 lb
8 -5 lb
9 -5 lb
10 -5 lb
11 -9 lb
12 -8 lb
13 -8 lb
14 -5 lb -9 lb
15 -18 lb
16 -21 lb
This truss is designed using the
ASCE7-10 Wind Specification
Bldg Enclosed = Yes,
Truss Location = Not End Zone
Exp Category = C
Bldg Length = 30.00 ft, Bldg Width = 24.00 ft
Mean roof height = 12.16 ft, mph = 110
Occupancy CategoryII, Dead Load = 13.2 psf
Designed as Main Wind Force Resisting System
- Low-rise and Components and Cladding
Tributary Area = 117 sqft
Truss designed to support 2-0-0 top chord outlookers
and cladding load not to exceed 10 PSF one face,
and 24" span opRosite face. Top chord may be notched
1.5" deep X 3.5' AT 48" o/c along top edge. DO NOT
OVERCUT. No knots or other lumber defects allowed
within 12" of notches. Do not notch in overhang or
heel panel.
�Rc�ssro�
T.
No. C 72160
,q CIVI1f �P
TYPICAL PLATE :2X4 ���
OVER CONTINUOUS SUPPORT
All connector plates are Alpine Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super 11/512015
Strength 18 ga. Plates are to be positioned per Joint Detail Reports.
268 - Homewood Truss **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! DIRCust : KEN JUHL
(CA) **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ve_M_150003_L00005_J00001
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component WOO: D ri Ve_M_150003_L0000
Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless Dsg n r : BK #LC = 75 WT/PLY : 196
TM noted otherwise, top chord shall have properly 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 BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and TC Live 20 .00 psf Li VeDU r L=1.2 5 P=1.2 5
d position as shown above and on the Joint Details report, unless noted otherwise. TC Snow(Pf) 32.00 psf SnowDu r 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 Mb r Bnd / Comp / Tens
AN ITW COMPANY conformance with ANSI/TPI 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 1.00 / 1.00 / 1.00
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 per ANSI/TPI I Sec.2
For more information see this job's general notes page and these web sites:
TRUSPLUS 6.0 VER: T6.5.20 ALPINE: www.alpineitw.com: TPI: www.tainst.ora: WTCA: www.sbcindustrv.ora: ICC: www.iccsafe.ora Bldg Code: CBC -2013
DEFL RATIO: L/240 TC: L/240
-q
GTl)) IE � � I[g Y�e P � T1 '11 ZARC IT CT
383 Rio Lindo Ave. Chico, CA. 95926 (530) 894-5719
Structural
C. }
k
PERMIT #
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DATE
BY
Calculations
l J
for:
s00� ARch�
No. C21 83
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JAStructuraRDesign Data - Residential.doc ..
DESIGN DATA
Code used:
Floor loading:
Roof loading:
Wind loading:
Seismic:
2013 California Building Code
Live loads:
Uninhabitable attics w/o storage:_10psf
Uninhabitable attics w/ limited storage: 20psf
Habitable attics and sleeping areas: 30psf
All others except, balconies and decks: 40psf
Dead load -1 Olbs/square foot
Live loads:
14lbs/SF
Dead loads:
Typical roof -20lbs/SF
Comp. roof
Basic 3 -second gust wind speed (mph)
Wind importance factor, I
Wind exposure category
Internal pressure coefficient, GCpi
110
1.00
-B
+/-0.18
Seismic importance factor, l 1.00
Mapped spectral response acceleration;
Ss 0.70
S1 -0:25
Site class D
Design spectral response coefficients;
SDS 0.579
SDI 0.317
Seismic design category D
Basic seismic -force -resisting system (s)
mod shearwalls
�nt(s), Cs 0.089
-tor(s), R 6.5
ocedure
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SiInDlifled Envelope Procedure Per ASCE 7-10, Chapter 28.
1. Risk category 2 (table 1.5-1)
2. Basicwindspeed: 11Omph (figure26.5-1A)
3. exposure: B (section26.7)
4. Kzt = 1.0 (section 26.8)
5. k = 1.0 (figure 28.6-1)
6. Roof slope: 18.43° (4/12)
7. Mean roof height: less than 3 0 ft.
Ps = ?. KztPs30 ( eq. 28.6-1)
Wind Pressures
Roof internal zone: (-4.12 psf) (.6) _ -2.47 psf
Roof end zone: (-7.3 psf) (.6) _ -438 psf
Wall internal zone: (17.17 psf) (.6) = 103 0 psf
Wall end zone: (25.82 psf) (.6) = 15.49 psf
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I G N D A I'Al.
Code used. -
floor loadlbg:*
Roof I o a d 1 n ag.,
Wind loading: -
.3 California Building Code
Live loads:
.Uninhabitable attics w/o storage: 1 OPSf
Uninhabitable attics W/ 11mlied.storage: 20 s
Habitable attics and sleeping areas.- 300s
All others except balconies and decks: 40psf
Dead load - 1 Olbs/square foot
dive loads:
lbs/SF
Dead loads-,
Typical, roof's -201bsjSF
Comp.
Basic 3 -second gust Wind speed
P
Wind importance factor, I
Wind exposure category
Intemal p tessure -coefficient, GCpi
selsmic'r, Se . ismic importance factor, 1 1,00
Mapped spectral response acceleration:
Ss 0.70
Site class D
Design spectral response coefficients;
SDS 0.579
SDI 0.317
Seismic design category D
Basic seismic -farce -resisting systern(s)
'Bearing wall I .
4s'' st6m +... d shearwalls
y P YVf 00
Seismic response coefficient(s),Cs p.
Response modification factor(s),, R
Ahalysis procedure;
Equivalent lateral force Procedure
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GR GORY A. P IT
:\„.RCHIT CT
383 RIO LTNDO AVENUE, CHICO CA 95926 (530) 894-5719
PROJECT:ra
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13Vr E COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING
CONSTRUCTION DEBRIS RECOVERY FINAL REPORT
Final inspection will not be scheduled until completed report submitted
APN: U 1 �(o . b, /
r -> Building Permit # '6
Owner Name: Owner Phone: ( )
Jobsite Address: Project Type: n Construction -1 Demolition
Jobsite Contact: Company:
Submit completed form in person or by
mail to:
Butte County Development Services
Building
7 County Center Drive
Oroville, CA 95965
Jobsite Phone: ( )
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Submit completed form in person or by
mail to:
Butte County Development Services
Building
7 County Center Drive
Oroville, CA 95965
Jobsite Phone: ( )
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MATERIAL
Reuse
Tonnage
Recycle
Tonnaoe
Disposal
Tonnage
ACTUAL FACILITIES/SERVICE PROVIDERS USED
Inert Material (Concrete, asphalt)
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)
Percent recycled/reused %
Please sign indicating that the above information is true and correct to the best of your knowledge:
Applicant:
(Owner or Contractor): Date: _
Circle which
Final Report returned with comments: (Initial) Date:
Attach copies of weight receipts, gate tags, or
other verifying information for all materials
that were reused, recycled or disposed.
Final Report approved: (Building Inspector) _ Date:
Butte Cotnty Department of Development Ser ilces
PERIL T
CENTER
7 County Center Drive, Oroville, CA 95965
Main Phone (530) 538-7601 Fax (530) 538-7785
.11
51TE C��� Assessors �arcel NumberM D D L� � D lD D � fD C� G Dermi �` In
� ,�,.�,,.: , �, ,
Owner Name._,,,,�` r #...; _ _ Scale 1"
KANEW WEB SUMBuilding\Building Forms & Documents\2014\2014 Forms - Completed\DBP\DBP-03_Site Plan Paper REV'D 8.13-14 AKM.doc
Page 1 of 1
F 0 RINI P-1
y Y
REAR ELEVATION ,/8" = 1'-0"
ROOF NOTES
I. ROOF FRAMING SHALL BE:
PRE -MFR TRUSSES ® 24" O.G. TYP. U.O.N.
2. ROOF PITCH SHALL BE: 4:12, TYP.
3. ROOF O.H. SHALL BE:
1'-0" ® ALL G.E.
2'-0" ® 4:12 PITCH
4. ROOF COVERING SHALL BE:
COMP. SHINGLES o/ 15# FELT o/ Y2 GDX
OR OSB. w/ 8d'5 ® b"'12" O.G.
5. REQUIRED ATTIC, VENTILATION:
720 / 300 = 2.4 SQ. FT. OF NET FREE
AREA VENTILATION REQUIRED.
• LOW VENTING: PROVIDE MIN. (2)
3Y2"x225/8" SAVE VENTS ® .33 SQ. FT.
EACH. TOTAL LOW VENTING PROVIDED:
0.66 50. FT. OF NET FREE AREA.
• HIGH VENTING: PROVIDE (2) 14"x24"
GABLE END VENT ® 1.4 SQ. FT. TOTAL
HIGH VENTING PROVIDED: 2.5 50. FT.
OF NET FREE AREA.
SHINGLE MOLD
FASCIA, SEE
ELEVATION
E.N.
5HEARPLY,
SEE FLOOR
PLAN
A
4/2/2015 4:59:32 PM
E.N.
E.N.
COMP. SHI
LEFT ELEVATION I/8" = I' -o"
NOTE: THE ENTIRE PERIMETER OF THE ROOF
DIAPHRAGM SHALL BE ATTACHED TO THE
BEAMS AND/OR TOP PL.'S PER DETAILS 2-1 4
3-I,, TYP., U.O.N. ADDITIONAL FASTENERS MAY
BE REQUIRED WHERE NOTED.
ll
t
P.T. SILL W/ Y2 "
3
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4:12
2
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4:12
0.0. AN12" MAX. FROM ENDS W
3"x3' x 2n2cI" PLATE WA HERS, TYP.
TO BE +18" A.F.F.
WALL MTD. FIXTURE
�3
ROOF PLAN I/8" = 1'-0"
PLY ELEGTRI GAL 5`(MB0LS
2x4 OUTLOOKER
2x STUDS
I6" O.G.
Ibd ® I6" 0. a.
-CEILING LINE
R10HT ELEVATION 1/4" = I' -o"
NOTE: GROUND IMMEDIATELY ADJACENT TO
THE FOUNDATION SHALL SLOPE AWAY FROM
THE BUILDING AT A SLOPE OF NOT LESS THAN
6" WITHIN THE FIRST 10 FT. (5% SLOPE). PER
2013 GRG SECTION R401.3
lie
SINGLE POLE SNITCH
P.T. SILL W/ Y2 "
FLUORESCENT
a
O ABLE END
0.0. AN12" MAX. FROM ENDS W
3"x3' x 2n2cI" PLATE WA HERS, TYP.
TO BE +18" A.F.F.
WALL MTD. FIXTURE
�3
THREE WAY 5WITCH
[!:-Z ;:1
FLUORESCENT FIXTURE
wl= I \ I
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I w/ #3 BAR ® I
L-_.�'I
X FOUNDATION PLAN
ROOF PLY.
HOSE BIBS
GLC. MTD. FIXT;.
CEC Art. 250.32(D)
U.O.N.
_ FINISH GRADE
FLUORESCENT FIXT.
SOLID BLOCKING E•N
GLC. MTD. FAN
611
LAPPED 6" MIN.)
R10HT ELEVATION 1/4" = I' -o"
NOTE: GROUND IMMEDIATELY ADJACENT TO
THE FOUNDATION SHALL SLOPE AWAY FROM
THE BUILDING AT A SLOPE OF NOT LESS THAN
6" WITHIN THE FIRST 10 FT. (5% SLOPE). PER
2013 GRG SECTION R401.3
lie
"CFI
P.T. SILL W/ Y2 "
DIA. x 12" A.B. ® 6'
a
O ABLE END
0.0. AN12" MAX. FROM ENDS W
3"x3' x 2n2cI" PLATE WA HERS, TYP.
TO BE +18" A.F.F.
T__3'
R.O. FOR
-1
-I
-O" DR. I
wl= I \ I
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6FI
GONG. SLAB
Z GONG. SLAB, SEE
F -;1I
220 V. \ I< \ I
I w/ #3 BAR ® I
L-_.�'I
X FOUNDATION PLAN
ROOF PLY.
A55 ® 4'-0"
O.G., TYP.,
WAYS o/ 2"
CEC Art. 250.32(D)
U.O.N.
_ FINISH GRADE
°
SOLID BLOCKING E•N
VB (w/JOINTS
I'
611
LAPPED 6" MIN.)
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-
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-
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z 12
r 1
SEE PLAN
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DETAIL_
I OARAOF-
FOOTING
I j R -I
111 = I' -O"
I F-18
III = I'-OII
I.
R10HT ELEVATION 1/4" = I' -o"
NOTE: GROUND IMMEDIATELY ADJACENT TO
THE FOUNDATION SHALL SLOPE AWAY FROM
THE BUILDING AT A SLOPE OF NOT LESS THAN
6" WITHIN THE FIRST 10 FT. (5% SLOPE). PER
2013 GRG SECTION R401.3
lie
"CFI
NOTE:
By:
GARAGE BEGEPTAGLE5
TO BE +18" A.F.F.
T__3'
R.O. FOR
-1
-I
-O" DR. I
wl= I \ I
I I
Z4" I
6FI
GONG. SLAB
F -;1I
220 V. \ I< \ I
I w/ #3 BAR ® I
L-_.�'I
2'-0" O.G. BOTH I
O
WAYS o/ 2"
CEC Art. 250.32(D)
SAND o/ 6 MIL. I
m
DR.
VB (w/JOINTS
I'
H
LAPPED 6" MIN.)
w
o/ 4" BASE
7 I.
Of I I \ I
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8.0.5 FOR
�
8' GAR. DR. ss�/6I
.W0s
V�4_
24'-0'
ISI
FOUNDATION PLAN I/e" = I' -o"
"CFI
"CFI
NOTE:
By:
GARAGE BEGEPTAGLE5
TO BE +18" A.F.F.
-1
-I
wl= I \ I
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F -;1I
220 V. \ I< \ I
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Provide separate grounding conductor I
from main electric service panel to
'
remote structures and remote subpanels I
CEC Art. 250.32(D)
GAR. GF I
6AP_ GF I
DR.
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Comply with 2013 CRC et oIm� ear wildfire
Materials and construction meth
exposure for Current information oil approved materials
from Cal Fire / California Division of (Forestry see California
CtatP Fire Mamhnll .yPhOp
O ENERAL. NOTES
6-I.I
GOVERNING CODES
I. 2013 GBG, 2013 GRG, 2013 CEG, 2013 CPG, 2013 CMG, 2013 GFG,
2013 CALIF. HEALTH 8 SAFETY CODE AMENDMENTS, 2013 CALIF.
ENERGY CODE EFFICIENCY STANDARDS, ZONE 11, 2013 CALIF.
ACCESSIBILITY REQUIREMENTS, 2012 EDITION NFPA 101,
2013 OC7550
CONCRETE
I. CONCRETE TO BE 5 SACK MIX, 2500 PSI ® 28 DAYS
2. REINFORCING STEEL TO BE INTERMEDIATE GRADE DEFORMED
BARS -TYPE N OR 40.
ROUGH CARPENTRY
I. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH
HARDWARE AND FIRE STOPPING TO OUT OFF CONGEALED
DRAFT OPENINGS AS REQUIRED BY CODES.
2. STRUCTURAL FRAMING SHALL BE DOUGLAS FIR TO THE
&RAVES INDICATED OR BETTER (MPA GRADING RULES)
UNLE55 NOTED OTHERWISE.
CONGEALED BEAMS AND POSTS ......................... NO. 2
EXPOSED BEAMS AND POSTS...............................NO. I
2x JOISTS AND RAFTERS........................................NO. 2
STUD, SILLS, PLATES...................................................NO. 2
SILLS ON CONCRETE...................................................FTHF
MISC. FRAMING NOT NOTED....................................NO. 2
3. PLYWOOD SHALL BE OF THE DESIGNATED GRADE AND SHALL
MEET THE REQUIREMENTS OF THE U.S. PRODUCT STANDARDS PS
1-55.
4. NAILS AT PLYWOOD PANELS SHALL HAVE 5/6" EDGE DISTANCE
AND SHALL NOT PENETRATE FACE -PLY.
5. NO PIECE OF PLYWOOD ROOF, FLOOR OR WALL SHEATHING
SHALL BE LE55 THAN 12" IN LEAST DIRECTION.
6. FRAMING HARDWARE SHALL BE 51MP50N 5TRONG-TIE OR
APPROVED EQUAL, WITH CONNECTORS AS SPECIFIED
7. PROVIDE SOLID BEARING CONTINUOUS FROM ALL BEAMS TO
FOUNDATION.
8. PROVIDE FIRE BLOCKING IN CONGEALED SPACES VERTICALLY
AND HORIZONTALLY IN ACCORDANCE w/ 2013 G.R.G. SECTION
8302.11.
a. FASTENERS FOR PRESERVATIVE TREATED AND FIRE TREATED
WOOD SHALL BE OF HOT DIPPED ZING COATED GALVANIZED
STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS
FOR ZING COATED FASTENERS SHALL BE IN ACCORDANCE w/
ASTMA 153. 2013 G.R.G. SECTION R317.3.
10. BEARING WALL HDR5. 5HALL BE 4x10 #2 OR 6x8 D.F. #1 MIN.,
TYP., U.O.N.
5NEARNALL 50HEDULE :
SYMBOL: SHEARWALL:
Q 5,(b" GEMENT BD. PANEL SIDING
W 2" LONG 6d COMMON NAILS
® 6" O.G. ® ALL SUPPORTS
CFI Q g/8" GDX PLYWD. OR 055
12" O.G.
I. SHEARWALL FRAMING MAY BE DOUG. OR HEM. FIR, TVP.
2. NAILS SHALL BE COMMON NAILS (22Y2"x.1319, TYP., U.O.N.
3. ALL PLYWOOD PANELS SHALL HAVE ALL EDGES BLOCKED.
r-LEGTRI GAL PLAN 1/4" = I' -o"
WA
IR
GOVERNING CODES:
2013 GBG, 2013 CRO, 2013 GEC, 2013 CFC,, 2013 GMC,,
2013 CFC,, 2013 CALIF. HEALTH 4 SAFETY CODE AMENDMENTS
2013 CALIF. ENERGY CODE EFFICIENCY STANDARDS, ZONE 11
2013 CALIF. ACCESSIBILITY REQUIREMENTS AMERICANS w/
DISABILITIES ACT, 2012 EDITION NFPA 101, 2013 00B50
OCCUPANCY GROUP: GROUP: U
ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503)
ALLOWABLE AREA: 3,000 S.F.
ACTUAL FLOOR AREA: 720 S.F.
ALLOWABLE STORY/HEIGHT: (1) STORY / 40'-0"
ACTUAL 5TORY/HEI0HT: (1) STORY / 14'-0"
CONSTRUCTION TYPE: TYPE VB
AUTOMATIC SPRINKLER: NONE
COMPLY WITH CALIFORNL4 ELECTRICAL COMPLY WITH CALIFORNIA
CODE -for wiring methods- ce,;u.m COMPLY WITH CALIfFORNIA ELECTRICAL CODE- ARTICLE 410.30 &
conductors and conduit per all cpplicable ELECTRICAL CODE- ARTICLE 250 314.27 (A W) fixtures Lamp holders
requirements as required by tha 2013 CEC for REQUIREMENTS FOR GROUNDING &receptacle Outlets shall he securely
the spenific method of wiring AND BONDING supported complying with these CEC Articles
4"x24" G.E. VENT, TYP.
=RONT ELEVATION 1/4" = I'.
COMP. 5HIN&LE5 o/ 15#
GEMENT BD.
PANEL SIDING
Ix4 TRIM
CORNERS,
DRS, 4 WDWS
Comply with California State fire Marshall
Requirements for roof covering, valleys & gutters
ventilation, exterior wall openings, exterior walls,
windows, decks and under floor venting -2013 CRI
Section R327
5EGT I ON A-1 114" = I' -o"
24'-0"
24.0'
4.ol II
KI 16.0'
I �v
3068 I
NOTE: to
GARAGE WALLS AND GLC. FIN. X
TO BE 5/g" '' TYPE XGYP. BD. �O
I O
m
LANDINGS AT DOORS
SHALL COMPLY WITH 2013 CBC SECTIONS
1008.1.5, 1008.1.6, 1009.8 8,1010.7 and
2013 CRC SECTIONS 311.3 & 311.7.6
- 22"x30" ATTIC A
^AK � � �AGGE55 1
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BUTTE
COUNT`
OCT 13 2015
OARAOE
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ut
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ti ry ti
6
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3.0' ��oG� �d,�Y+� 3.0' ��+�
FLOOR PLAN 1/4" = 1'-0"
Revision:
Date:
By:
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Scale
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2013 CALGreen Residential Mandatory Measures
Planning and Design
4.106.2 - Storm Water Drainage and Retention - Projects which disturb less than one acre of soil and are not part of a larger common plan of development shall manage
storm water drainage during construction.
4.106.3 - Grading and Paving - Construction plans shall indicate how the site grading and drainage system will manage all surface water flows to keep water from entering
building.
Exception: Additions or alterations not altering the drainage path.
Energy Efficiency
4.201.1-5.201.1- Low-rise residential (Section 4.201.1) and high-rise residential/hotel/motel (Section 5.201.1) building shall meet or exceed the minimum standards design
required by the California Energy Standards. Standards for residential buildings do not require compliance with levels of minimum energy efficiency beyond those
required by the 2013 California Energy Code.
Water Efficiency and Conservation
Indoor Use -
4.303.1 -Water Conserving Plumbing Fixtures and Fittings. -Plumbing fixtures and fittings shall comply with the following:
4.303.1.1 -Water closets flush volume shall not exceed 1.28 gals per flush.
4.303.1.2 -Urinals flush volume shall not exceed 0.5 gals per flush.
4.303.1.3.1- Single showerheads shall have a maximum flow rate of not more than 2.0 gpm.
4.303.1.3.2 - Multiple showerheads shall have a combined flow rate of all showerheads and/or shower outlets controlled by a single valve shall not exceed 2.0 gpm or only
one shower outlet to be in operation at a time.
4.303.1.4.1- Residential lavatory faucets maximum flow rate shall not exceed 1.5 gpm. The minimum flow rate shall not be less than 0.8 gpm.
4.303.1.4.2 - Lavatory faucets in common and public areas of residential buildings shall not exceed 0.5 gpm.
4.303.1.4.3 - Metering faucets shall not deliver more than 0.25 gals per cycle.
4.303.1.4.4 - Kitchen faucets maximum flow rate shall not exceed 1.8 gpm. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed
2.2 gpm.
Note: When complying faucets are unavailable, aerators or other means may be used to achieve reduction.
4.303.2 - Plumbing fixtures and fittings shall be installed in accordance with the Plumbing Code.
Outdoor Use -
4.304.1- Irrigation Controllers - Automatic irrigation system controllers for landscaping by the builder and installed at the time of final inspection shall complywith the
following:
1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plant watering needs as weather or soil
conditions change.
2. Weather -based controllers without integral rain sensors or communication systems that account for rainfall shall have a separate wired orwireless rain sensorwhich
connects or communicates with the controller(s).
Material Conservation and Resource Efficiency
4.406.1- Rodent Proofing - Annular spaces around pipes, electric cables, or other openings in sole/bottom plates at exterior walls shall be closed with cement mortar,
concrete masonry or a similar method acceptable to the enforcing agency to prevent passage of rodents.
4.408.1- Construction Waste Reduction of at least 50% - A minimum of 50% of the construction waste generated at site is diverted to recycle or salvage.
4.408.2 Construction Waste Management Plan - Submit a construiction waste management plan meeting items 1-5 in Section 4.408.2. Plans shall be undated as necessary
and shall be available for examination during construction.
4.408.3 - Waste Management Company - Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that
diverted construction and demolition waste materials meet the requirements in Section 4.408.1.
4.408.4 - Waste Stream Reduction Alternative - Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 4
lbs per sq. ft. of the building area.
4.408.4.1- Waste Stream Reduction Alternative (High -Rise Residential) - Generate a total combined weight of construction and demolition waste disposed in landfills that
is equal to or less than 2 lbs per sq. ft. of the building area.
4.410.1- Operation & Maintenance Manual - An operation and maintenance manual shall be provided to the building owner or occupant.
Environmental Quality
4.503.1 General - Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with US EPA Phase 11
emission limits where applicable. Woodstoves, pellet stoves, a nd fireplaces shall also comply with applicable local ordinances.
4.504.1 Coverings of Duct Openings and Protection of Mechanical Equipment during Construction - Duct openings and other related air distribution component openings
shall be covered during construction.
4.504.2.1- Adhesives, Sealants and Caulks - Shall be compliant with VOC and other toxic compounds limits.
4.504.2.2 - Paints and Coatings - Shall be compliant with VOC limits.
4.504.2.3 - Aerosol Paints and Coatings - Shall be compliant with product weighted MIR limits for ROC and other toxic compounds.
4.504.3 - Carpet Systems - Shall be compliant with VOC limits.
4.504.4 - Resilient Flooring Systems - 80% of floor areas receiving resilient flooring shall comply with the VOC - emission limits defined in the Collaborative for High
Performance Schools (CHPS) Low -emitting Materials List or to be certified under the Resilient Floor Covering Institute (RFCI) FloorScore Program.
4.504.4 - Composite Wood Products - Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior finish systems shall comply with low
formaldehyde emission standards.
4.505.2 - Concrete Slab Foundations - A vapor retarder and capillary break is installed at slab on grade foundations.
4.505.3 - Moisture Content of Building Materials - Wall and floor framing materials shall be checked before enclosure.
4.506.1- Bathroom Exhaust Fans - Exhaust fans which terminate outside the building are provided in every bathroom.
4.507.2 - Heating and Air Conditioning System Design - Duct systems are sized , designed, and equipment selected using the following methods: 1. Establish heat loss and
heat gain values according to ACCA Manual J or equivalent. 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling
equipment according to ACCA 36 -S -(Manual S) or equivalent.
Installed & Special Inspection Qualifications
702.1- HVAC system installers are trained and certified in the proper installation of HVAC systems and equipment.
702.2 Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting.
703.1- Documentation - Verification of compliance with the code may include construction documents, plans, specifications, builder or installer certification, inspection
reports, or other methods of acceptable to the enforcing agency which show substantial conformance.
NOTE: THIS DOCUMENT IS ONLY A SUMMARY OF THE MANDATORY MEASURES IN THE 2013 CALGREEN. USERS SHOULD REFER TO THE MOST RECENT VERSION OF THE
2013 CALGREEN CODE OF ADDITIONAL DETAILS AND COMPLETE REQUIREMENTS.
TABLE 4.504.1
ADHESIVE VOC LIMIT"
I ass Wntatr and t act Pfamot Comnoundt; in Grams mrLitar
AACHtTECTUPAL APPUCATIONS
CUPRENTVbCLI&VT
l carwt adhlcsi -v-e.
3c,
1.. i d adhc iws
X11
Outdoor 1< et adhc-c sx,
150
Wood 1U:+:fi ng adhesive
IM
Rubty flnor adhcsi-vvs
0
Suhfloora 111`,si%x-,
5)
Ccnfn*tc iil•- adht-.dhvs
65
;,iC7T and i"vc halt til! 3drhCS1.L's
4.M
Drywall and pancl adlicsiveN
X"
Co V hwkt a dhe.Oom
Y)
hfu lti vu .%;,c con oruct ilio
756
Stm icdural PI 37 in^ adhesi,-vk
IDO
sin 14:- ivrvf`mcnibrarts: a 1Q-,:J%Vc
250
olh-�r hf 1st-nntw Sciticatlly lio-LxI
Concretecurim " pou nils
SPECIALTY APPLICATIONS
00
' ` M
PVC VvI•Jin2
10
CPVC weld im
490'
ARS wid inn
PI a-�t i< cv mint wio-1.31 n n
:'50
Adlter-i %x. `rirwr Por` t .icti c
5511
Contact adh oiw
..K t.Ni t1 u mc, ciontact ante 0-
-5f1
Stfurtural'wond tnemhcradhesi:e
1.11
'Topand trim adhc- iwr
250
SUBSTRATE SPECIFIC APPLICATIONS
21!W)
1Ri w vl ML431
Yr
Pla:aic fr.--ams
Porousnt3k-fial(cxce t%x '%J)
4 )
World
t
FiN!I%;lace
l"r
1. it' an aJhlsive ix u sed f:+ twmd di ssi mily sub-,trates t c+gctfix r. the adh�sivv
with thic h ig hest V<)C contont shall h7 311wwd
2. rc%radd itionAint'rmiatic-rtr.�ac in--methndsinn- 3� ,uretticNLt0C'conte-nt
sp-. iftt.NJ in thi:c to No, sce South C63,t .Air QvnIity '.%tanapzmnt District
Rule 1169.
TABLE 45".2
SEALANT VOC LtFACT
Lies Water, and Loss Exompt Cotnpounds in Grams per Liter
SE:ALAWS
CURB ENT VOC LIM IT
ArthiwctwA
=y j
Mi 6 rn� d -z L -k
7011
NsonmLLcmbranc: mf
alit
M cd itim d ensitv fitwh m1
Noriflatfiihh V1 m,.tc mhn s
Sinel!• tXmvif metnhran_
:150
Cath, r
Ay)
SEALANT PEPIMERS
41,1111)
t' ncttiwctuag
on u,
Pnmus
_
775
INIndifiiod hituminnus
4..1
'.K 1i n ri,� d -c
41)
Other
756
TABLE 4-504.3
Vot CONTENT LRAIT5 FOR ARC RTE CTURA L COAT INGS"
Gtoms of VC�C per Liter of Coati nU.
Less Water and Less Exempt C ompounds
COATING CATEGORY
EFFECTIVE
VV20`116
EFFECTIVE
1V2012
Flit ociati e s
.913
tl.
N:*nila I C94rin .s
ln.
M cd itim d ensitv fitwh m1
Noriflatfiihh V1 m,.tc mhn s
1911
G. t3
SPEVALTY COATINGS
Ala mninamroof coatines
41,1111)
7-4N
l�
fla'ement s mci alt , cmatirtrs
007
4..1
RitUnSinr•1_1 f r fttti tlfifi5 "`
H U
O
Bituminf u4 tY?fwf rifr rs
-
•�
D�.Nnd bre atco
3: '
Concretecurim " pou nils
3
00
' ` M
Cowacrete mmz,. nteis
trl
W
Diri-row
Drip to 3fi ol
1;
o AA
Fault #inishstt a : 6UPS
a=+
Ft IV ft,$ist .ae ccsati<tga
3'
OALO �EEN
Mot coaacis
Irit
a rm-r4+l a e Iu nQtti
21!W)
Scale
Cr< tric nato.*'vatir s (signraintil
Job
Sheet
i3t .h trfn rratn re coat` s
4 )
Indutrhall maintrenanctc+nllin -s
Lti� s�liei�cw�.�t'm�st
1�a
tsi a nit o ��rn+�rtt c r;�tin ��
A
Ma, W w%turs co.tin ,.t
In��
Memlh, `,ment d xin's
�iCti
Itmulfittll.-t ci"at x
2
Ptetrcfr au km t Wash ' riim'Z-fs
420
Prt rixtcs. waiers. iaj tiIndemoaten
IM
ILa tt:rtin s#ak>rs
a
IZU3t .l�titnt3ts'��C1.'iIIiA S
��
L�f7
�+titlla.:s
S ti:ttrr ' "rners. s�ater� 3iki unier.�-.:rr��f�
�'�'�
t P.ifi
5w-imiiv inu pool coatings
310
Traffic: rnattine-c=satins
lrr�
Tub ;ted the (efinith coaring s
3�
�`at�r tfu� rnettttirlrtrx.
25
Wc*dI contir yrs
275
W..- +dm t `v s
3r
brx-rich' vers
310
1. Grams or VOC Nr liter or coming. including walcr and itclucTing'ewitVt
���mnm+rittrrd�:.
2.?h.�sPctifit:dlitstitst tnrinin ffocturilc re=.i dlimit aircli�t iiri' ths.�
quent enllumn,: in the L*Il -
.1. N`aluem in thicc tahltc are ck,&.W- marts those spcclrk*d by th., C'ilit't,+n 3 'Air``'
sc arce Lo3rcf. Arrhitcdural Chatinps' Su -,esus Control NLmsomc
1; hruirT 1. 2008. M.»gym infvrinatiorl is 3Nc from die Air 1L.%v_-urL%,s''
TABLE 4.3045
FoRMALDENYDE LIMIT91
Maximum rormaldohvdo Emissions In marts norl.iillion
PRODUCT
CURRENT LIM
11arLiwond pI vww d vc-n er cw
0.0
Il<arc ,xood pl3",vmd com ncite circ
tl.
Pwicichndrd
0.011
M cd itim d ensitv fitwh m1
0.11
Thin mntiutn 4en4ty fit--_-rN_xv-d2
G. t3
1. V31w. in tttie table an• &O. -ed from those specified by the CA(Omia Air
F sntirw Board, Air Toxics Ct-atml Nkiwo.'Fx CbmfwAite Wood a%
ti:�v,t.d in nnrdaacc with ASTIR F. t»:: , FQr additional inf,�rntati n. %V
7itIiz 17 t on-. 9.1 120 thrcnugh IN" 11229,12.
�. '�inm_�diumei.rn�itr'tits;rt-�'cr�itu�aima�.imutnthicl,�ne��nf`t;�in:hrttr�mt.
F._fl _ b% -Lc-b3
D1\ -i r
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MANDATORY
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SECTION
FIBER ROLL
(T)O"PE 2)
6'-6” Below
Grading Conform
Fiber Rolls 5poced
Equally Along Slope
(see Notes)
Fiber Rolls Spaced
Equally Along Slope
(see Notes)
5'-O" Above
Toe of Slop ,
5ta4
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PERSPECTIVE
FIE3ER ROLL (T""rF'F— 2)
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SECT 10N
F I BER ROLL
(TYPE I)
6-6" Below
Grading Conform
Fiber Rolls Spaced
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(See Notes)
Fiber Rolls Spaced
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(see Notes)
5'-0" Above
Toe of Slope
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165'-0"
S00018'46"E
NOTE: SITE SURVEY V4AS NOT
PERFORMED. FEATURES ARE
LOCATED PER EXIS71NO SITE
FLAN BY OTHERS.
GONTRAGTOR TO VERIFY 72'-0"
517E DIMENSION AND
LOCATIONS. �--------------------------------
(E) SEPT
•,0 (E) LEACH LINES GROUND SLOPE
TO STREET
L I M I TS OF D 1 STURBED AREA (P) OARAOE
1 00
o
0
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Z
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1 1
1 1
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1 1
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S00018'46"E
-------------------------------------
HOLMWOOD DRIVE
EROSION CONTROL NOTES
DURI NO CONSTRUCTION:
1. I N5TALL 57RAN ROLLS, TYPE I OR TYPE 2170 SURROUND L I M I TO OF D 1 STURBED AREA AS
SPECIFIED ABOVE. OTHER OPT 1 ONS FOR EROSION CONTROL ARE SILT FENCES OR SMALL
EARTHEN DIKE SURROUND I NO D 1 STURBED AREA.
2. MON I TOR 57RAN ROLLS AND REPAIR WHEN NECESSAR`I''.
5. RRIOR TO A RAIN EVENT COVER ALL DI57URBED EARTH K7H STRAN, PLASTIC, OR A TARP.
4. AFTER A RAIN EVENT, INSPECT AAIDDLES AND REPAIR AS APPIROPR I ATE .
5. KEEP ALL SEDIMENT ONSITE DURI NO CON57RUCTI ON.
NT5
1=057 CON57RUC7ION:
I, RESTORE AREA TO PRE -PROJECT CONDITIONS TO PREVENT Ef;; OSION.
2. COVER ALL AREAS lel1 TH I N AREA OF D 15TURBANCE V417H MATERIAL TO CONTROL EROSION.
OROUND COVER SUCH AS ROCK, 50D, SEED 4 STRAVN/ ETC. ARE ACCEPTABLE.
5. STRAW ROLLS OR OTHER EROSION GONTROL METHODS 57A7ED ABOVE ARE TO REMAIN IN
PLACE UNTIL GROUND COVER 15 ESTABLISHED.
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BUTTE
COUNTY
NOV 0 6 2015
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