HomeMy WebLinkAbout026-250-061(,Cop,.1 : ;
BUTTE COUNTY o
j DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION' .
Phone: (630).638-7601 Fax (630) 538-7785 -
e 4' %A, ebsite:' vPvw.buttecounty.net`dds . `
Pavfflen. of Fees'Required at Time of Application
PLEASE PRINT CLEARLY'
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May 9, 2016
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Butte County Building Division
7 County Center Drive
Oroville, CA 95965
Re: Plan Check Response #2
Project: Lewis Williams
Location: 1779 So. Villa Ave., Palermo, CA
Building Permit No.: B16-0122
Streamline Job No.: 2233
To Whom It May Concern:
We have reviewed the plan,check comments dated April 26, 2016 and respond as
follows:
STRUCTURAL COMMENTS:
1. Complied
2. Complied
3. Complied
4. Complied
5. Complied
VK LVL is used. See addendum to structural calculations for BM 5..-
,f
7. Complied
8. Complied
9. Complied
10. Complied
11. Complied
12. Complied
13. Complied
14. Complied E
,
15.,Complied
See note 6 above.
-
17. Complied
18. Complied
19. Complied
20. Complied
2 ' See revised plan sheet 11. -
22. See revised plan sheet 11: Shearwall schedule removed
23. Complied
24. MSTA21 strap added from beam to top plates at each bay.
25. Complied '
BUTTE
26. Complied
COUNTY
27. See uplift hardware added to plans.
28. Complied
MAY 10 2016
29. Complied
30. Complied
DEVELOPMENT
SERVICES
Page 1 of 2
60 Independence Cir., Ste. 2010 Chico, CA 95973 • (530).892-1100 • Fax: 892-1115
I O ll IN
31. Complied
32. Complied
• 33. Complied
34. Complied
35. Complied
36. See edge nailing added to detail 5/3.
37. Complied-
38.
omplied38. Complied
39. See hook on details 1, 4, and 5 on sheet 3.
40. See revised details.
41. See revised plan.
42. See revised plan.
43. We have reviewed the trusses dated 4/1/16.
44. See revised roof plan.
45. By truss mfg.
46. By truss mfg.
47. Header changed to 4x 12. Support is adequate.
48. By truss mfg.
49. See loads and panels on sheet 8.
50. See revised plan.
Please contact me if you have any questions at 530-892-1100.
F
Sincerely, =
Jeff Richelieu, PE
President
Streamline Engineering, Inc.
a
Page 2 of 2
60 Independence Cir., Ste. 201 • , Chico, CA 95973 • (530) 892-1100 • Fax: 892-1115
.�; V.
rd V W U l! I V U'
ARM
May 9, 2016 .
Butte County Building Division
7 County Center Drive . .
Oroville, CA 95965
Re: .Plan .Check Response#2
Project: Lewis.Williams , -
Location: 1779 So: Villa Ave., Palermo, CA
Building Permit No.:. B1.6-0122 .
Streamline Job No.: 2233
To Whom It May Concern:
We .have reviewed the plan check' comments dated April 26,'2016 and respond
as
follows.:
STRUCTURAL COMMENTS:
1. Complied
2. Complied
.3:. Complied
4. Complied .
5. Complied
v6' LVL is used. See addendum to structural calculations for BM 5.
.
7. Complied
8.. Complied
..9. Complied
10. Complied
11. Complied
12. Complied
13. Complied
14. Complied
15/Complied .. .
�W See note 6 above.
17. Complied
18. Complied
19. Complied,
20. Complied
See revised plan sheet 11
22. See revised' plan sheet 11. Shearwall schedule removed
23., Complied
'24. MSTA21 strap. added from beam to top plates at each bay.
25. Complied
26. Complied
BUTTE
27. See uplift. hardware added to plans:
COUNTY
28. Complied .
MAY1,0-2016
29. Complied
30. Complied
DEVELOPMENT'
SERVICES
Page 1 of 2
60 Independence Cir:, Ste. 201 • Chico, CA 95973. • (530) 892-1.100. • Fax: 892-1115
Butte County Department of Development Services
TIM SNELLI.NGS, DIRECTOR PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95965
(530) 538-7785 Fax
www.buttecounty.net
April 26, 2016
Lewis Williams
1779 So. Villa Ave
Palermo, CA 95968
Assessor Parcel Number: 026-250-061
Building Permit Number: B16- 0122 Plan Check #2
Description: Williams NSFR
Occupancy Classification:
R -3/1J
Construction Type:
V -B
Stories:.
1,
---- . -Fire-Sprinkler-s:.-- -
Ye ----- --- -- --
Building Total Area:
R-3 @ 2,386 -SQ FT /. U @ 620 -SQ FT
Covered Area:
641 -SQ FT
Flood Zone:
AE
f.,
Thank you for submitting permits for your building project. The permit documents have been reviewed and
comments are listed below. Please respond in writing to each comment. Complete and clear responses will
expedite the re -check and approval of this project. Please provide two revised plan sets with your response.
GENERAL COMMENTS:
I - Complied
2. Complied
3. Complied
4. Complied
5. Complied
6. Complied
NON-STRUCTURAL COMMENTS:
7. Complied,
BUTTE
COUNTY
MAY 10 2016
DEVELOPMENT
SERVICES
8. Please review your square footage, what is identified on application differs from what is identified on
plans. In addition please be sure to utilize the correct square footage on your energy compliance
documents. Conditioned floor area (CFA) is the total floor area (in,square feet) of enclosed conditioned
space on all floors of a building, as measured at the floor level of the exterior surfaces of exterior walls
enclosing the conditioned space. [§ 100.1 ] This term is also referred to in the Standards simply as the floor
area.
-- 2�Note-s'"dare foota a of energy compliance still amiss, be aware that the energy compliance
— _ __ g
square footage is measured from exterior side of envelope. (CFA) CONDITIONED FLOOR
AREA is the floor area (in Square feet) of enclosed conditioned space on all floors of a building,
as measured at the floor level of the exterior surfaces of exterior walls enclosing the conditioned
space.
9. Complied.
10. Please specify or provide detailing depicting the special venting requirements for island sinks per 2013
CPC Section 909.
PC2. Comment noted but foot -vent detail could not be located on sheet two (2) as specified.
11. Please provide electrical plan with electrical code notes complying with the current adopted edition of the
2013 California Electrical Code.
PC2. Comment noted, however many of the referenced.code sections are stilloutdated-andloc.the
numeric -identifier -changed: Vie are currently working off the 2013 CEC please update p
accordingly.
12. Complied
13. Complied
14. Complied
15. Complied
16. Complied
17. Complied
18. Complied
19. Complied
20. Complied
21. Complied
22. Complied
23-t Complied
24. Complied
25. Complied
26. Complied
27. Complied
28. Complied
29. Complied
30. Complied
31. Please provide attic ventilation calculations and under floor ventilation calculations on the plans. 2013
CRC Section R806.2 and R408.1. Each specific ventilation product has a listed net free ventilating area
"NFVA". Please refer to this NFVA when calculating the attic and under floor ventilation.
PC2. Comment noted, however please provide the actual ventilation calculations for the attic and
foundation area. R806.2, R408.1
32. Please refer to 2013 CPC Sections 707.8 & 707.9 for underfloor plumbing cleanouts access, clearances
and location not exceeding 20-feet-from an underfloor access
PC2._Comment-noted,-however-the-plans-show-plumbing-in-excess of-twenty-feetfrom the access.
33. Complied
34. Complied
35. Complied
36. Complied
37. Complied
38. Complied
39. Complied
40. Complied
41. Please show how the attic access in the garage will meet the intent of the code with regards to occupancy
separation CRC 8302.6
PC2. Comment noted, however response does not address the previous request. Please identify how
you will protect the opening into the separation. Please see CRC R302.5.3, 302.11 item4
42. Complied
NEW NON-STRUCTURAL COMMENTS:
43. New information on detail 6 on sheet 5 identifies 1/2 " gyp board typ on ceiling joists that are 16"
o.c. However, there are no ceiling joists where trusses occur. Furthermore, trusses are spaced 24"
o.c. Review and revise as needed. CRC R106
STRUCTURAL COMMENTS:
1. Complied
2. Complied
3. Complied
4. Complied
5. Complied
6. Coordinate the specifications for the manufactured lumber between note 8-4 on sheet S-1 and the
structural calculations. Revise plans as needed. CBC 1603.1 & 1604.2
C2. Response noted. If beam 5 is an LSL, the material specificatio s -used -on page 16 of the
structural calculations are not in compliance with note 8-4sheet S-1 f the plans. Please
review and revise. CBC 1603.1 & 1604.2
7. Complied
8. Complied
9. Complied
10. Complied
11. Complied
12. Complied
13. Complied
14. Complied
15. Complied
t 16. Coordinate the beam type for beams 8 and 9 as shown on the ceiling framing plan on sheet 8, with the
beam type shown in the structural calculations on page 15. CBC 1604.2
,/PC2. Response noted. The,garage beam, now beam 5, is shown as an LVL member on the beam
layout on sheet 8. However, page 16 of the structural calculations indicates the beam is an LSL.
Please review and revise calculations and plans as needed. CBC 1604.2
17. Complied
18. Complied
19. Complied
20. Complied
-'2I-Show tfie lengths an i-iocations-ofall—sheanvalls and_holdowns on the slieaRvafl sheet, sheet 11, of the
plans. CBC 1603.1 & 1604.9
PC2. Response noted. However, there is still shear wall information, missing from the shearwall sheet
11. For example,
- Show the shear wall type, length, and holdowns in accordance with page 10 of the structural
calculations.
- Revise the length of the 4' shearwall along gridline 4 to be 4.8' in accordance with page 11
of the structural calculation.
- Show the length of the shearwall along gridline A in accordance with page 11 of the
structural calculations.
CBC 1604.2
22. Revise the shearwall schedule designations on sheet .11 to'be in accordance with page 4 of the structural
calculations. CBC 1604.9
PC2. Response noted. However, sheet 11 still shows a Shearwall Schedule that does not coordinate
with -page 4 -of the structurarcalculAtionrorsheet-S4-ofthe-plans. Please review and revise.
CBC 1604.9
.23. Complied
24. Provide structural calculations and revise the plans to indicate continuous chords and collector lines for
the diaphragms for this project, include chord, collector (drag struts), and ties around openings. ASCE 7-
10, section 12.10.2
PC2. Response and revisions noted. Please provide continuity at the popouts at the Dining Room and
Bedroom 2. ASCE 7-10, section 12.10.2
25. Complied
26. Complied
27. Specify uplift and shear connection at the roof eave connections. For example, you could specify Simpson
H2A or TSP clips from the rafters to the top plates.
PC2. Response noted. The truss NI11G, in the truss calculation package, indicates uplift in
excess of the capacity of an H1 as called out in detail 1/S-1. Provide a connection on the
plans sufficient to withstand these forces. CBC 1604.9
28. Complied
29. Complied
30. Complied
31. Complied
32. Complied
33. Complied
34. Complied
35: Complied
36. Revise the foundation details on sheet 3 to show complete load paths for the lateral loads. CBC 1604.9
PC2. Response noted. However, the complete lateral load path is still missing in detail 5/3. Please
show how the lateral load is getting from the shearwall sheathing and the floor diaphragm
sheathing into the rim joist and into the sill plate. Review and revise. CBC 1604.9
37. Complied
38. Complied
39. The foundation detail 1/3 indicates a construction joint will be created between the concrete footings and
the stemwalls. Please specify No. 4 vertical bars at no more than 48" o.c. in accordance with 2013 CRC
--Section-R403:1-3:
PC2. Response and revisions noted. Please review and revise details 1, 4, and 5 on sheet 3 and show"
the No4 dowel to show adequate development length in to the footing. It appears a 90 degree .
hook may be required in the footing. CBC 1604.2
40. Provide a footing detail for the interaction between the house and the garage. CBC 1603.1
PC2. Response noted. However, detail 7/10, as referenced between the house and garage on the
Foundation Plan on sheet 3, appears erroneous. The floor joists appear to be parallel to the
continuous footing at that location. Please review the floor girder and floor joist orientation as
it appears that detail references for detail7/10 as well as details 3/3, 6/8, and 8/10 all show girder
of floor joists with the, wrong orientation. CBC 1603.1
NEW STRUCTURAL COMMENTS:
Based on the changes to the roof and foundation design, the following comments are now relevant:
41. Based on the information from the previous submittal, the 2x6 members @16" o.c. shown at the
popouts on sheet 8 appear to be the ceiling joists. Please clarify this and provide the roof rafter
sizes as well, as the roof in these areas are not framed by trusses. CBC 1603.1 & 1604.2
42. Provide a detail at the connection of the rafters over the popouts to the building.. CBC 1603.1
43. The truss review statement of the cover of the structural calculations cites a truss package dated
3%16. The date on the truss layout sheet submitted is 3/10/16, but the trusses themselves are dated
4/1/16. Please confirm if this is the package reviewed. If not, please review the truss package and
revise the truss review statement to reflect as such, and the trusses are found to be acceptable with
regard to geometry and load conditions, etc. with no exceptions. CBC 107.3.4.2
44. The engineer of record shall amend the roof framing plan to indicate the location of the new FAU
unit used for this project. The location and weight of the FAU unit shall be provided to the
premanufactured roof truss engineer so that the premanufactured roof truss calculations can be
revised, if needed, to include the additional weight and configuration for access to this unit. CBC
1604.2
45. Truss AOIS is mislabeled as AIOS on the truss layout. Please review and revise. CBC 1603.1
46. The pre -manufactured truss engineer shall review the location of truss GTI, as the truss layout
shows more than one truss GTI. However, it appears that'there is only one location that
configuration fits together- between trusses AO1S and AO1SA. Please review and revise. CBC
1604.2 & 1604.9
47. Review the internal bearing point for truss AOG. The truss is a gable truss, but shows an additional
internal bearing point. The specific point of support appears to be at a header, not a post, on sheet
8. Please review and revise as needed.
48. The pre -manufactured truss engineer shall revise the truss layout sheet to show the shear panels
SP -A, SP -P, and SP -P2. CBC 1604.9
49. The engineer of record shall show the shear panels on sheet 8 of the plans as designed in the truss
calculation package. Also, provide a detail showing the shear panel connections andspecify the
-design-load-for-the-shearpanels–CBC-1604: —
50. Coordinate detail 6/8 with the Foundation Plan on sheet 3. The Foundation Plan shows a
continuous footing where detail 618 specifies square spread footing. CBC 1604.2
FLOOD ZONE COMMENTS:
1. Complied
The Department of Development Services is currently open to the public from 8:00 am to 3:00 pm: If you
wish to discuss these plan check comments, please call during our business hours or contact us by e-mail at
the address below. Permit status can be tracked by logging on to littp://www.bLIttecounty.iiet/d(Is and clicking
Building Permits Status.
Rick Mauldin
Senior Plans Examiner
(916) 514-4533
rickey. mauIdin(rlhls bureauyeritas eom
Wendy Haggard, P.E.
Plan Check Engineer
(916) 514-4524
wendy.hat;eard(ahis bureauveritas com
q-
• �( ....yt4 . � �. ' � P '7j1`• r} 1. � }�•# } •� d - •
.Butte County Department of" Development Services`{
' TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95965
. (530).538-760.1.Office
__. -
(530) 538-7785 Fax.
www.buttecounty.net .j .•'� t' ZZx 1-7:8r(Z.Z�,. *
4ril 26, 2016 g ,1
33 x Zl.loCo 7/Lf 7f1 i'/9'
y�g
-Lewis Williams
1779 So. Villa Ave r
Palermo, CA 95968/�
Z: S OSx 3� /G `S_ 9 27 .
Assessor Parcel Number: 026-250-061
Building Permit Number: B16- 0122 Plan Check #2�7"l.•lo�
Description: Williams NSFR r+
Occupancy Classification:R-3 / U 1'44( �528,71�
Construction Type: V-g35� ;
Stories:
� 8 Z
1 J
' Fire Sprinklers=--- --------.—..-- ----- ' -T , _.�._ .. . •
Building'Total Area: R-3 @+ 2,386 -SQ FT /. U @ 620 -SQ FT
Covered Area: 641 -SQ FT
Flood Zone: AE
Thank you for submitting permits for your building project. The permit documents have been reviewed and
comments are listed below. Please respond in writing to each comment. Complete and clear responses will
expedite the re -check and approval of this project. Please provide two revised plan sets with your response.
GENERAL COMMENTS: -
1. Complied
2. Complied ' -
3. Complied 4
4. Complied
5. `Complied
1
37 BUTTE
6. Complied R v ! COUNTY
NON-STRUCTURAL COMMENTS' s AUG 02 2016' 4 MAY 1.0 2016
DEVELOPMENT
7. Complied BUREAU VERITAS SERVICES
N.A. ' w
8. P ase review your square footage, what is identified on application differs from what is identified on
ans. In addition please be sure to utilize the correct square footage on your energy compliance
r
r � /
chi (� � � � D �5 s � � � •- ;.
(o
d
ocuments. Conditioned floor area CFA) is the total floor area (in,square feet) of enclosed conditioned
space on all floors of a building, as measured.at the floor level of the exterior surfaces of exterior walls
enclosing the conditioned space. [§ 100.1 ] This term is also referred to in the Standards simply as the floor
_._ _.......
(5'ARE-A
-- ._._. __ote square footage of energy compliance still amissbe aware that the energy compliance
11 square footage is measured from exterior side of envelope. (CFA) CONDITIONED FLOOR
is the floor area (in Square feet) of enclosed conditioned space on all floors of a building,
as measured at the floor level of the. exterior surfaces of exterior walls enclosing the conditioned
space.
9. Complied.
10. Ple specify or provide detailing depicting the special venting requirements for island sinks per 2013
C Section 909.
�C2.'
Comment n d but foot -vent detail could not be located on sheet -wo (2) as specified.
It. Please pr de electrical plan with electrical code notes complying with the current adopted edition of the
2013 ifornia Electrical Code.
PC Comment noted, however many of the referenced code sections are still outda.ted, and/or- the---------- -- -
numerie-identifier-has-changed. We -are eurrenfry working off the 2013 CEC please update
accordingly.
12. Complied
13. Complied
14. Complied
15. Complied
16. Complied
IT Complied
18. Complied
19. Complied
20. Complied
21. Complied
22. Complied
23. Complied
24. Complied
25. Complied
26. Complied
27. Complied
28. Complied_ &IL_
29. Complied
30. C plied`
31. Please pr vide attic ventilation calculations and under floor ventilation calculations on the plans. 2013
CRC Se tion 8806.2 and 8408.1. Each specific ventilation product has a listed net free ventilating area
' NFV '. Please refer to this NFVA when calculating the attic and under floor ventilation.
PC2 Comment noted, however please provide the actual ventilation calculations for the attic and
foundation area. R806.2, R408.1
32. Please refer to 2013 CPC Sections 707.8 & 707.9 for underfloor plumbing cleanouts access, clearances
and location not exceeding'20-feet from an underfloor access
noted, however -the plans. show plumbing in excess oi`Civenfy feet from t ie access.
33. Complied
34. Complied
35. Complied
36. Complied
37. Complied
38. Complied
39. Complied
—j,
40. Complied All,
LE��
w �s4lL�� w`vyT �
rion
e attic access in the garage will meet the intent of the code with regards to occupancy
02.6
PCd, however response does not address the previous request. Please identify how
t the opening into the separation. Please see CRC 8302.5.3, 302.11 item4
42. Complied
NEW NON-STRUCTURAL COMMENTS:
9
43e information on detail 6 on sheet 5 identifies 1/2 " gyp board typ on ceiling joists that are 16"
� .c. However, there are no ceiling joists where trusses occur. Furthermore, trusses are spaced 24"
o.c. Review and revise as needed. CRC 8106
STRUCTURAL COMMENTS:
1. Complied
2. Complied
3. Complied
4. Complied
5. Complied
6. Coordinate the specifications for the manufactured lumber between note 8-4 on sheet S-1 and the
structural calculations. Revise plans as needed. CBC 1603.1 & 1604.2
PC2. Response noted. If beam 5 is an LSL, the material specifications used on page 16 of the
structural calculations are not in compliance with note 8-4 on sheet S-1 of the plans. Please
review and revise. CBC 1603.1 & 1604.2.
7. Complied
8. Complied
9. Complied
10. Complied
11. Complied
12. Complied
13. Complied
14. Complied
15. Complied
►16. Coordinate the beam type for beams 8 and 9 as shown on the ceiling framing plan' on sheet 8, with the
beam type shown in the structural calculations on page 15. CBC 1604.2
PC2. Response noted. The garage beam, now beam 5, is shown as an LVL member on the beam
layout on sheet 8. however, page 16 of the structural calculations indicates the beam is an LSL.
Please review and revise calculations and plans as needed. CBC 1604.2
17. Complied
18. Complied
19. Complied
20. Complied
""''21:' Show the lengths"and locations of all s6eanvalls and holdowns on the sliearwall sheet, sheet 11, of the
plans. CBC 1603.1 & 1604.9
PC2. Response noted. However, there is still shear wall information missing from the shearwall sheet
11. For example,
Show the shear wall type, length, and holdowns in accordance with page 10 of the structural
calculations.
Revise the length of the 4' shearwall along gridline 4 to be 4.8' in accordance with page 11
of the structural calculation.
Show the length of the shearwall along gridline A in accordance with page 11 of the
structural calculations.
CBC 1604.2
22. Revise the shearwall schedule designations on sheet 11 to be in accordance with page 4 of the structural
. calculations. CBC 1604.9
PC2. Response noted. However, sheet 11 still shows a Shearwall Schedule that does not coordinate
--—.----..wit-h-page-4-of the- structurat-6lculations-orsheet-S--1-of the-plans:—Please review, end revise.— - ------
CBC 1604.9
23. Complied
24. Provide structural calculations and revise the plans to indicate continuous chords and collector lines for
the diaphragms for this project, include chord, collector (drag struts), and ties around openings. ASCE 7-
10, section 12.10.2
PC2. Response and revisions noted. Please provide continuity at the popouts at the Dining Room and
Bedroom 2. ASCE 7-10, section 12.10.2
25. Complied
26. Complied
27. Specify uplift and shear connection at the roof eave connections. For example, you could specify Simpson
H2A or TSP clips from the rafters to the top plates..
PC2. Response noted. The truss M11G, in the truss calculation package, indicates uplift in
excess of the capacity of an H1 as called out in detail 1/S-1. Provide a connection on the
plans sufficient to withstand these forces. CBC 1604.9
28. Complied
29. Complied
30. Complied
\v
31. Complied
32. Complied
33. Complied
34. Complied
35. Complied
36. Revise the foundation details on sheet 3 to show complete load paths for the lateral loads. CBC 1604.9
PC2. Response noted. However, the complete lateral load path is still missing in detail 5/3. Please
show how the lateral load is getting from the shearwall sheathing and the floor diaphragm
sheathing into the rim joist and -into the sill plate. Review and revise. CBC 1604.9
37. Complied
38. Complied
39. The foundation detail 1/3 indicates a construction joint will be created between the concrete footings and
the stemwalls. Please specify No. 4 vertical bars at no more than 48" o.c. in accordance with 2013 CRC
- _._...._.. Section.. 84011-.3.---- --- �- —------------ — ---- —---_...-------------------.
PC2. Response and revisions noted. Please review and revise details 1, 4, and 5 on sheet 3 and show
the No 4 dowel to show adequate development length in to the footing. It appears a 90 degree
hook may be required in the footing. CBC 1604.2
40. Provide a footing detail for the interaction between the house and the garage. CBC 1603.1
PC2. Response noted. However, detail 7/10, as referenced between the house and garage on the
Foundation Plan on sheet 3; appears erroneous. The floor joists appear to be parallel to the
continuous footing at that location. Please review the floor girder and floor joist orientation as
it appears that detail references for detail7/10 as well as details 3/3, 6/8, and 8/10 all show girder
of floor joists with the wrong orientation. CBC 1603.1 -
NEW STRUCTURAL COMMENTS:
Based on the changes to the roof and foundation design, the following comments are now relevant:
41. Based on the information from the previous submittal, the 2x6 members @16" o.c. shown at the
popouts on sheet 8 appear to be the ceiling joists. Please clarify this and provide the roof rafter
sizes as well, as the roof in these areas are not framed by trusses. CBC 1603.1 & 1604.2
42. Provide a detail at the connection of the rafters over the popouts to the building. CBC 1603.1
43. The truss review statement of the cover of the structural calculations cites a truss package dated
3/16. The date on the truss layout sheet submitted is 3/10/16, but the trusses themselves are dated
4/1/16. Please confirm if this is the package reviewed. If not, please review the truss package and
revise the truss review statement to reflect as such, and the trusses are found to be acceptable with
regard to geometry and load conditions, etc. with no exceptions. CBC 107.3.4.2
44. The engineer of record shall amend the roof framing plan to indicate the location of the new FAU
unit used for this project. The location.and weight of the FAU unit shall be provided to the
premanufactured roof truss engineer so that the premanufactured roof truss calculations can be
revised, if needed, to include the additional weight and configuration for access to this unit. CBC
1604.2
45. Truss AOIS is mislabeled as ATOS on the truss layout. Please review and revise. CBC 1603.1
46. The pre -manufactured truss engineer shall review the location of truss GTI, as the truss layout
shows more than one truss GTI. However, it appears that there is only one locution that
configuration fits together- between trusses AO1S and AO1SA. Please review and revise. CBC
1604.2 & 1604.9
47. Review the internal bearing point for truss AOG. The truss is a gable truss, but shows an additional
internal bearing point. The specific point of support appears to be at a header, not a post, on sheet
8. Please review and revise as needed.
48. The pre -manufactured truss engineer shall revise the truss layout sheet to show the shear panels
SP -A, SP -P, and SP -P2. CBC 1604.9
49. The engineer of record shall show the shear panels on sheet 8 of the plans as designed in the truss
calculation package. Also, provide a detail showing the shear panel connections and sPe iffy the._.____.._.___
-...___.design load -for the-shear pairetg. CBC- 1604:9-.--.—_-.----.-- -------- - ---.---.-
50. Coordinate detail 6/8 with the Foundation Plan on sheet 3. The Foundation Plan shows a
continuous footing where detail 6'8 specifies square spread footing. CBC 1604.2
FLOOD ZONE COMMENTS:
1. Complied
The Department of Development Services 'is currently open to the public from 8:00 am to 3:00 pm. If you
wish to discuss these plan check comments, please call during our business hours or contact us by e-mail at
the address below. Permit status can be tracked by logging on to http://www.bLIttecounty-iiet/d(Is and clicking
Building Permits Status.
Rick Mauldin
Senior Plans Examiner
(916) 514-4533
rickey, IM) uldin(a)us bureauveritas com
Wendy Haggard, P.E.
Plan Check Engineer
(916) 514-4524
wendy.has,,nard(a)us bureauverit•is com
40
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APR 18 2016
April -2,.2016 BUREAU VERITAS
N.A.
Butte County Building Division
7 County Center Drive
Oroville, CA 95965
Re: Plan Check Response #1
Project: Lewis Williams
Location: 1779 So. Villa Ave., Palermo, CA
Building Permit No.: B 16-0122
Streamline Job No.: 2233
To Whom It May Concern:
We have reviewed the plan check comments dated February 16, 2016 and respond as
follows:
STRUCTURAL COMMENTS:
1. See wet signed plans and calculations.
2. See reference to 2013 CRC on cover sheet.
3. See revised plans for trusses.
4. See consolidated calculations. ..__
5. Trusses used now.
BUTTE
6. See revised notes on plans.
COUNTY
7. See specifications on sheet S-1 note 8-4.
8. See revised notes.
APR 14 2016 ;
9. TJIs not used.
10. TJIs not used.
D.F IMOPMENT
11. See plans for roof beam sizes.
cRVICES S
12. Purlin beams at garage are gone due to trusses.
�i6��iaa
13. Original Beam 5 removed at this location due to trusses,
14. See revised beam calculations based on new trusses.
15. Original beams 6 and 7 removed due to trusses.
16. See revised plan and beam calculations based on trusses.
17. Trusses used now.
18. Gable end truss shall replace balloon framing.
19. Trusses used.
20. See revised plans.
21. See revised plans.
22. See revised plans.
23. See plans revised for balloon framed studs.
24. See structural calculations page 14.
25. Trusses used.
26. Trusses used.
27. H-1 added to detail 1 / S-1.
28. Trusses used.
29. Detail 4 revised for trusses.
30. See revised plans.
Page 1 of 2
60 Independence Cir., Ste. 201 • Chico, CA 95973 0 (530) 892-1100 • Fax: 892-1115
vu u u uI.uu� uiir}:
31. See truss designs for truss at this location.
32. See detail references on revised plans.
33. Trusses used now.
34. Trusses used now.
35. See detail 4 on sheet S-1.
36. See revised foundation details.
37. See revised notes on the foundation plan.
38. See revised detail 4.
39. See revised notes.
40. See new detail 7/ 10.
Please contact me if you have any questions at 530-892-1100.
Sincerely,
Jeff Richelieu, PE
President
Streamline Engineering, Inc.
Page 2 of 2
60 Independence Cir., Ste. 201 • Chico, CA 95973 • (530) 892-1100 • Fax: 892-1115