HomeMy WebLinkAboutB17-1943 000-000-000 (3)November 712017
Butte County Building -Division
7 County Center Drive
Oroville, CA 95965,
Fax: 538-2140
Re: Plan Check.Response #1
Project: Greg Wilson
Location: 1590 Dayton Road, Dirham, Ca.
Building. Permit No.: B17-1943
Streamline Job No.:. 2730
To Whom It May Concern:
We have reviewed the plan check comments dated October 12, 2017 and respond as .
follows:
ARCHITECTURAL COMMENTS:
1. See sheet A-2
ELECTRICAL COMMENTS:
1. See sheet A-1
STRUCTURAL COMMENTS:
1. On Plan. see wall schedule on sheet A=1.
2. See detail 1 / S-1
3. See detail 2/S-1
4. See detail 1 / S-1 & 2/S-1
5. See note 6-6 on S-1.
6. The headers are fix 12.. .
FLOOD ZONE COMMENTS:
1. Revised per phone' callSee detail 3 / S-1;
2. The FF elevation (103) doesn't go on the flood cert. See File..
The elevation information is shown in -SECTION E as 2.10' above 'the HAG and
2.26' above the LAG. (See detail 3/S-1)
3. See note on foundation plan sheet A-2.
Please contact me if you have any questions at 530-892-1100.
Sincerely, i
Jeff Richelieu; PE kr z
Presidentf7 ,
Streamline Engineering, Inc. u 3
t
Page I of 1
60 Independence :Cir:; Ste. 201 • Chico; CA:95973 •.(530) 892-1100 S
October 12, 2017
Emily Eckstrom
472 Eaton Road
Chico, CA 95973
Department of Development Services
7 County Center Drive I T: 530.538.7601
Oroville, California 95965 F: 530.538.7785
Tim Snellings, Director
Pete Calarco,
buttecounty.net/dds
Assessor Parcel Number: 039-480-020
Building Permit Number: B17-1943 Plan Check#1
Description: Shop building with electrical. and plumbing in a F.E.M.A. 100 -year flood zone
Occupancy Classification: U
Construction Type: V -B
Stories: 1
Fire Sprinklers: No
Building Total Area: U @ 1681 sf
Flood Zone: AO -1' per FEMA Flood Insurance Rate Map 06007C0505E dated
January 6, 2011
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.
ARCHITECTURAL COMMENTS:
1. Amend the plans to clearly show how the enclosed attic and enclosed rafter spaces formed where
ceilings are applied directly to the underside of roof rafters will be provided with the required cross
attic ventilation. C.R.0 Section R806.1. Provide calculations on the plans to show amount of cross
ventilation is required for each separate enclosed attic area or enclosed rafter space. Also
clearly show with details, etc. how the cross ventilation is being provided. Indicate required
quantity of vents and specify type, net size and location of the vents being installed. C.R.C.
Section 806.2.
A. Minimum total net free area shall not be less than 1/150 of the area of the space being
ventilated. (at the eave)
B. The area in item A; may be reduced to 1/300 if at least 40 percent and not more that 50 percent of
the required ventilating area is provided by ventilators located in the upper portion of the attic or
rafter space. Upper ventilators shall be located no more than 3 feet below the ridge or highest
point of the space. with the balance of the required ventilation provided by the eave or cornice
vents.
2. Amend the plans to show that all 125 -volt, single-phase, 15 & 20 -ampere receptacles in the shop shall
have (GFCI) ground -fault circuit -interrupter protection for personnel. C.E.C. Article 210.8(A).
STRUCTURAL COMMENTS:
1. Please specify wall stud size and spacing.
2. Specify roof overhang dimensions and specify the eave framing size, spacing, and attachment. Detail
1/S-1 indicates per plan but the eave framing is not specified on the plans.
3. Please clarify attachment of the 2x6 outlookers to the BCI rafters on detail 2/S-1.
4. Please specify shear and uplift connections in shear transfer details 1/S-1 and 2/S-1. Is wall sheathing
required to be continuous across the top of the top plates? If so, please indicate. Otherwise please
specify connection of rafters and/or blocking to the top plates.
5. Please specify nailing required at top plate splices.
6. Please clarify header size required for the 6040 upper windows. Should these be 12" deep members
per note 6-21 on sheet S-1?
FLOOD ZONE COMMENTS:
1. Please reference the flood elevation certificate on the plans and show all requirements including
adjacent grade elevations and required finished floor elevations, etc. Please.revise the footing details
to show the slab constructed at the required elevation above grade.
2. How was the finish floor elevation of 103.0' that is shown on the foundation plan established? A note
indicates "per flood elevation certificate" but this elevation is not indicated on the flood elevation
certificate:
3. Please indicate in a prominent location on the plans that a building under construction flood elevation
certificate is required prior to the frame inspection and a finished construction flood elevation
certificate is required prior to final approval of the structure. (Butte County Code Chapter 26,
Ordinance # 404 1)
The Department of Development Services is currently open to the public from 8:00 am to 4:00 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 hltp•//www.buttecounty.net/dds and
clicking Building Permits Status.
Efrain Ruvalcaba Philo Hunt, P.E.
Plans Examiner Plan Check Engineer
530.538.2875 530.538.2130
eruvalcaba()buttecounty.net phunt@—buttecognty.net