HomeMy WebLinkAbout047-500-0430
...............
..............
j
Xe 7d7761
STEVE LOTTI
ST
[E/S Hwy 99, 1300'S ri ian C A�)
P
Permit #3499-85B,P,E,M(new single family'
047-500�047-
CROMAN, MICHAEL
14286 HWY 99, CHICO
Cont: BCM CONSTRUCT10f;yAd''i
NEW PRI DET GARAGUSH;� 14 3 f
6�'-7---5656-043 ' 06-0231
CROMAN, MIRA
14286 STATE HWY 99, CHICO
Cont: OWNER
ADDITION BATH ROOM
I
Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-7785 Facsimile
ADMINISTRATION * BUILDING * PLANNING
MEMORANDUM
-TO: Building File
FROM:' Chris Tolley, Associate Planner
SUBJECT: Home Occupation Permit
,DATE: May 11, 2006
This home occupation permit requires the standard payment and processing by the
Planning Division, before it can be considered valid. The applicant have been
notified of this status!
I
604*C4,F0 T#014. Z&
1:(2 -
BUTTE COUNTY
HOME OCCUPATION PERMIT
(ADMINISTRATIVE)
R
NAME: k t(, --:L 0%
-'MAILING ADDRESS*: 1,q 20 6 S_�AT E G- (4 w A-c� <� C/
AP# 01?–S-00 –0C -t?> PHONE# (S30) 8? -Z 2-*12S—
ADDRESS OF PARCEL: 1 19 2 6 C, ST /YTE- k -Q j) -y
STANDARDS OF PERMIT ISSUANCE:
64h ,
A. Employment and work on Home Occupations shall be limited to members of the family
residing on the premises and shall be conducted entirely within, their dwelling and
auxiliary buildings, except for agricultural uses.
B.- On -premises advertising for home occupations shall be limited to one (1) unlighted
sign with not more than three (3) square feet of display area, and such sign shall not
be located in any required yard.
C. All equipment, materials and wastes connected with the home occupation shall be
contained within a building, except for agricultural products.
Standards in the FR (Foothill -Recreational) zones: In exception to the above standards, the
following shall apply to all FR zones within the county:
A. Home Occupations are considered to be accessory to the residential use and are
permitted only when the proprietor resides on the premises.
B. Not more than one (1) employee or assistant may be engaged for work or service on
the premises in connection with such uses.
C. Advertising displays shall be limited to one (1) unlighted sign with no more than six (6)
square feet of display area. Such sign shall not be located in any required yard.
USE PERMIT REQUIREMENT:
In cases where home occupations are objectionable or become objectionable, because of
noise, odor, smoke, dust, bright light, vibration, pollution, traffic congestion, unsafe access or
the handling of explosives or dangerous materials, a Use Permit shall be required.
Description for proposed Home Occupation:
– C--> f- -r- A -T -t �e, k-� C 6
(over)
SignAtqrg__�-�-
I
e -W
. Home Occupation
I
Permitted Uses: The following uses shall pertain to all zones that allowla residential use,
subject to an Administrative Permit pursuant to Section 24-40.
- Sale of Agricultural goods produced on the premises.
- Indoor display and sale of arts and crafts, goods produced on the premises, including
pottery, jewelry, paintings, sculpture, furniture, photographs, leatherwork and similar
objects.
- Professional offices and services.
- Offices and services conducted primarily by mail or telephone.
- Domestic services, including laundry, ironing, sewing and similar uses.
- Other services conducted within a residential dwelling.
Prohibited Uses:
- Auto repair, auto sales, auto dismantling.
- On -sale or off -sale alcohol sales.
USE PERMIT REQUIREMENT:
In cases where home occupations are objectionable or become objectionable, because of
noise, odor, smoke, dust, bright light, vibration, pollution, traffic congestion, unsafe access or
the handling of explosives or dangerous materials, a Use Permit shall be required.
FOR OFFICE USE ONLY
Verify:
Date received:
Amount received: Receipt No:.
Parcel is zoned:
Approved by (Planning Manager):
Current fee for this application is $
as of
Please make check payable to "Butte County Treasurer."
K:\Planning\FORMS%PPLICATIONSXhomeoccupation.doc
MyORAT,
I e
L
IR
CAEJ EC
nt &
L
14286 State Highway 99 R
V!JUq()-1j43Q Chico. CA 95973-9484.
2
FbWe (530) 892-2125
M (530) 89"3W
E MU Cae@h0bnaJLC=
Department of Development Services
7 County Center Drive
Oroville, CA 95965
Subject: Butte County Home Occupation Permit
Dear Tim Snellings;
My name is Mike Croman I live at 14286 State Highway 99. I'm an independent
HVAC & Electrical Contractor. The nature of my business is repair/maintenance of
heating, air conditioning units and minor electrical repair at customer's location. My
stepson Richard and I are working the business together.
Work vehicles, and excess supplies are stored in the shop on the property.
Enclosed is a plot map for your reference. There is no physical work preformed on the
property other than loading and unloading of materials.
We load appropriate materials for that day activities in the morning and dispatch
to the job site. Our work hours are Monday through Friday 8 AM to 4:3 0 PM in the
winter time and 7 AM to 3:30 PM in the summer. Upon return after the day's activities
the trucks are parked inside the shop and materials/supplies are down loaded.
Your consideration for a Home Occupation Permit would be greatly appreciated.
Sincerely,
Mike Croman
Owner
License number 777975
BUTTE
COUNTY
DEC 2 8 2005
DEVELOPMEN1
SERVICES
180-9�'
290 SF
SHU
313'-9�"
PR13PERTY LINE SET BACK
2w -w 100' LEACH
46'
op 16' SHADE
TREE
2' SHADE
TREE
EUCALYPTUS TREES
�Q ,, 8.s,.--,
4,4
DRIVEWAY
........ BUSH
B
120'-3j- 97'- 1 2j' CBUS�l
PR13PERTY LINE SET BACK
�l� loell
EUCALYPTUS TREES
EUCALYPTUS TREES
DRIVEWAY
PUBLIC UTILITY EASKENT APR# 047-500-043---- - - -
MIKE CROMAN (530) 892-2125
STATE HWY 99E 14286 STATE HIGHWAY 99
CHICO CA, 95973
Tim,
The previous Director was oenerally hesitant to approve Home Occs for contractors. The
concern was the potential for incompatibility with residential uses. The code is neither inclusive
nor exclusive of the practice, which makes for a muddy Situation. We get a lot of contractors
who do nothing but load up in the morning and take off and keep all their stuff either on their
truck or in a shop. The subject application proposes to allow a home occ for an air conditioning
contractor, who also has a 3,200 square foot shop where they store their Stuff and vehicles. The
property is 1.3 acres in size. The ordfliance allows the use of "aUXIlIary buildings". I think its
pretty'beni.lan as to compatibility. The only caveat is that it could become a problem if they
decide to start, storing assorted Stuff Outside or hauling debris back to their property for staging or
1 4-)
storage. Another possible problem would be additional trucks and eniployees. I spoke to him
and he indicated that he does not plan any outside storage, everything would be stored iri the
shop, including his two trucks. He does have a dUMpster on the property which Is contracted to
be emptied once a week. He does not have plans to employ anyone else. Since this use is not
strictly prohibited, I would reconu-nend an okay.
-Dan
7714-6-
A� 0 o Ur!� (e -0—
F'O W44� C'V'4 r�el
7-; f Ze
Butte Counfy
Developmeftt Services Department
Planning Dwilsion
7 County C�nter Drive
To: Mike Croman
M -n
_b �a A N
Fax: 530-899-9506
From: Chris Tolley Date: Jan. 26, 2006
Re: Home Occupation Pages: 3
CC:
El Urgent
Mike,
2 For
Review
El Please
Comment
El Please 11 Please
Reply Recycle
0 0 0
0
Pleas 8 1 th(5"cofiditions on approval," and let me know if you have any questions. Again, we wilI
not proceed p�ocessing the perniit until the fee ($566) is received. I have also included a fee schedule, and
you can locate e�fee for a home occupation pennit
M�'c'toHey@ uttecoun�nct
,b �
L,et ine know if you have any other questions.
-Chris
Chtistopherj. Tolley
Assistant Planner
Exhibit A
Additional CondItIons of Approval
Comfort Air & Electric Home Occupation Permit (Mike Croman)
L No outside storage of equipment or tools is allowed.
-2. Only two (2) employees are allowed., as described Linder the Home Occupation Perm It
'Application.
3. All. waste shall be appropriately secured and contained for weekly pick-up by a waste
service provider.
4. The use is firm.ted to two (2) trucks that shall be stored in the shop building when. not
in use.
5. No repair, fabrication or work on air conditioning equipment or other equipment
related to the business shall take place on-site.
0 Butte County Department of Development Services 0
'Additional Conditions of Approval
Comfort Air & Electric Home Occupation Perrnit
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #: (530) 638-7541
LICENSED CONTRACTORS DECLARATION
I hereby affirm under penalty of perjury that I am licensed under
provisions of Chapter 9 (commencing with Section 7000) of Division 3 of
the Business and Professions Code, and my license is in full force and
effect.
License Class License Number:
Date: Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the
Contractors' State License Law for the following reason (Sec. 7031.5
Business and Professions Code: Any city or county which requires a
permit to construct, alter, improve, demolish, or repair any structure, prior
to its issuance, also requires the applicant for such permit to file a
signed statement that he or she is licensed pursuant to the provisions of
the Contractor's State License Law (Chapter 9 commencing with Section
7000) of Division 3 of the Business and Professions Code) or that he or
she is exempt therefrom and the basis for the alleged exemption. Any
violation of Section 7031.5 by any applicant for a permit subjects the
applicant to a civil penalty of not more than five hundred dollars ($500).):
1, as owner of the property, or my employees with wages as their
sole compensation, will do the work, and the structure is not
intended or offered for sale (Sec. 7044, Business and Professions
Code: The Contractors' State License Law does not apply to an
owner of property who builds or improves thereon, and who does
such work himself or herself or through his or her own employees,
provided that such improvements are not intended or offered for
sale. If however, the building or improvements are sold within one
year of completion, the owner -builder will have the burden of
proving that he or she did not build or improve for the purpose of
sale.).
El 1, as owner of the property, am exclusively contracting with
licensed contractors to construct the project (Sec. 7044, Business
and Professions Code. The Contractors' State License Law does
not apply to an owner of property who build s or improves thereon,
and who contracts for such projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
El I am Exempt under Article 3 of the BtAnes� ao Professions Code
Date: >/ ' 7 Owner:
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
EI I have and will maintain a certificate of consent to self -insure for
workers' compensation, as provided for by Section 3700 of the
Labor Code, for the performance of the work for which. this permit
is issued.
I have and will maintain workers' compensation insurance, as
required by Section 3700 the Labor Code, for the performance of
the work for which this permit is issued. My workers' compensation
insurance carder and policy number are:
Carrier:
Policy
WV I certify that in the performance of the work for which this permit is
issued, I shall not employ any person in any manner so as to
become subject to the workers' compensation laws of California,
and agree that if I should become subject to the workers'
compensation provisions of Section 3700 of the Labor Code, I shall
forthwith compJy wit4 those Wovisions.
Date:
Applicant
WARNING: Failure to secure workers' compensation coverage is
unlawful, and shall subject an employer to criminal penalties and one
hundred thousand dollars ($100,000), in addition to the cost of
compensation, damages as provided for in Section 3706 of the Labor
code, interest, and attorney's fees.
PERMIT NO.
BP060231
Issued Date: 05/03/2006 APN: 047-500-043-000
Site Address: 14286 HWY 99 CHI
Map Index:
Description: ADDITION OF BATHROOM & CLOSET (261)
Owner: CROMAN, MICHAEL ETAL
BARBARA WAGNER
14286 HWY 99
CHICO, CA 95973
530-892-2125
Applicant: MICHAEL CROMAN ET AL
BARBARA WAGNER
14286 HWY 99
CHICO, CA 95973
530-892-2125
Contractor:
License #:
Architect:
Engine er:
Total Square Ft: 261 S. F.
Valuation: $16,965.00
Census Code:
Vol
4L?) -q 6 1�; * v!5q
CONSTRUCTION LENDING AGENCY This permit is hereby issod under the applicable provisions of the Butte County Code and/or
I hereby affirm that there is a construction lending agency for the Resolutions to d dica bove for which fees have bben paid.
performance of the work for which this permit is issued (Sec 3097 Civ.) Z�� Date:
Name: By: ______F ' 9__,0 -7
PERMIT EXPIRES ON: 5
Address: (Date)
C3 I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage,
handling and use of hazardous materials.
• Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project.
• Attached are copies of the required E.P.A. notification forms.
I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with
all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or docume Butte County. I hereby
authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes.
Print Name: Signature:'
Date:
JOwner
0 Contractor
0 Agent for Owner
EI Agent for Contractor
B. C. Building Permit 01-16-04 pg I
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVILES
BUILDING PERMIT APPLICATION
AND SUBMITTAL REQUIREMENTS
24 HOUR NSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834
OFFICE N: (530) 538-7541
A FEE WILL BE REQUIRED A T TIME OFAPPLICA TION
Website: www.buttecounty.net/dds
"PLEASE PRINT CLEARLY"
APPLICANT INFORMATION
OWNER INFORMATION
Last Name
City
irst Name
Address
State Tzip
city
Phone
State
Fax
Pnh
Fax
Fax ��(D 99 W�
E-mail
State License Number
APPLICANT INFORMATION
CONTRACTOR
Name
Address
City
city
Zip
State Tzip
Fax
Phone
Fzi p
Fax
E-mail
Fax
Uc. #
Class
APPLICANT INFORMATION
ARCHITECTIENGINEER
Name
City
Address
Zip
City
Fax
State
Fzi p
Phone
Book
Fax
E-mail
Planner
State License Number
APPLICANT INFORMATION
Name
Address
City
State
Zip
Phone
Fax
E-mail
MIM
X
P,
For office use only: 'c
Zoning
Property Address
/ Lf 296
Flood Zone
I
SRA
(' Yes)j
No
Occ. I
Type Const.
Subdivision Name Map
Book
I Page
Lot #
Planner
I Date Approved:
OVER FOR SUBMITTAL REQUIREMENTS
PERMIT
NO.
FBIN It
PROJECTLOCATION
AP# -7 S-0 6 0 6�
Property Address
/ Lf 296
2oq.q'g _sRA
Cross Street
r=,V7t-5 -Ff re—
WORKER'S COMPENSAT40N.-
Policy NumbQr
Carrier
If hiring anyone other than license contractors, a certificate otworker's
co pensation must be shown at the time of permit issuance.
CKAID
LVNDING AGENCY
Name
Address
Description or Scope of Work:
i a d3,+q- 14
Sq FT- Living Garage Open Cov
0 Structure Built without Permits
0 Proposed Change of Occupancy
(Note previous use):
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one
year after the date of application. In order to renew action on an
application after expiration, a new application, plans and fee will be
REQUEST FOR REFUNDS
Refunds can only be made upon written request by the person who
paid the fee. The request must be made prior to the expiration of the
permit and no construction work has been done. Filing fees, plan
check fees for work plan checked and ot "ep
refundable. — — e—,\ 'Ttnt costs are not
4.-"— —
Receive� by: V.G'-
Amount: Bldg
2oq.q'g _sRA
Receipt #.qqSj()5
Sheriff
?-L\ 17
CKAID
Date:20 /0 G Other
S15-12 Total I I
1(-%Pr)PhAR\R1 m nimr-, Fr)PhA.q\Pk1r1nAnn1.qiihPnmt� rinn Pace 1 of 2 REV 8-12-05
SUBMITTAL & PERMIT REQUIREMENTS
The following drawings and specifications must be submitted to the Building Division in order to apply fore
permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK.
0 1 . Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper!
0 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR
Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
0 3. Engineered truss details and layouts in duplicate (if required). No faxes!
0 4. Energy compliance design and supporting documentation in duplicate.
0 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings.
0 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans,
all in duplicate
0 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor
plans in triplicate. All of these must be stamped and wet -signed by the engineer.
0 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required).
0 9. Site plan and business license approval from the City of Biggs.
0 10. Letter of intent for non-residential buildings.
0 11. Building Permit Application Without Required Clearances Form
0 12. Hazardous Material Form (for Commercial Buildings only).
Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning
review (May
require additional plan review upon receipt of the following items.)
0
1 .
Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required).
0
2.
Impact Fees.
0
3.
California Department of Forestry plan approval (if required).
0
4.
NPDES Form.
0
5.
Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).
0
6.
Contractor's license information. (Number, Nam ' e Style, Classification).
0
7.
Worker's Compensation Carder and Policy Number.
0
8.
Owner -Builder Verification (if required).
0
9.
Letter of Signature authorization (if required).
0
10.
Recorded copy of Agricultural Acknowledgment Statement.
0
11.
El Legal description from current recorded grant deed, 0 Copy of M.H. Title, Title transfer, or MCO.
0
.12.
Sanitation'and site plan'approval from the Environmental Health Department.
If you have questions or would like additional information regarding this process, please contact a
Permit Assistant at (530) 538-7541.
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one year after date of application. In order to renew action
on an.application after expiration, a new application, plans and fees will be required.
REQUEST FOR FEE REFUNDS
Refunds ca ' n only be made upon written request by the.person who paid the fee. The request must be made within two
years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits
issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan
check fees for work plan checked and other department costs are not refundable.
OVER FOR BUILDING PERMIT APPLICATION
KAFORMSWILDING F0RMS\81dgApp1SubRqmts.doc Page 2 of 2 REV 8-12-05
6P C6 (31�A
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISt'ON
7 County Center Drive, Oroville, CA 05965 Phone (530)538-7541 Fax,(530)538-2140
PERMIT APPLICATION DATA SHEET
OWNER: 0 roman ASSESSOR PARCEL NUMBER OV -500-043
Proposed Building Use: Addilion h 6F -Permit Technician: . 0- Date: 2-1-0co
lt[pT'ns required in order to apply for a permit. All boxes MUST be checked OR marked NA in oider to apply.
Nvf!�Trj 1 . Site plan C,�3,,Ibr 4 sets, signed by the preparer of the plans.
%Z�tN 2. Complete pfdns(3pr 4 sets, signed by the preparer of the plans.
\60 3. Engineered planr, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
N 4. Engineered truss details and layouts in duplicate. No faxesl
N40 5. Letter from Engineer or Architect for tru'ss design review.
6. Energy tompliance design and supporting documentation in duplicate.
0 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings.
0 8. Manufactured homes: (A) Installation manual, including. marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in
duplicate.
o 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these
must be stamped and wet -signed by the engineer.
0 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate.
0 11. Letter of intent for non-residential buildings
-14 12. Hazardous Material Form
13. Acknowledgement of building permit applicati6n without required clearances.
0 14. Other
ailVninms needed to issue the permit. (May require additional plan r6view uponj reSpIpt of the following items.)
�anitation and site plan approval from the Environmental Health Department inVChico 0 Croville, as applicable. -Z& dw ,k 2 flwrplon5
FireSprinklers .............................................................................................
.0 17. Agricultural ' Buffer cIr and site plan apr from the Ag Commissioner Sent by-..
0 11, So�Report and/or Engineered Foundation required ...........................................
'l sior
Wn Control Plan Required ........................................................................
es3is shown on the attached Schedule of Fees Due.Sheet ..............................
I y of
i y of Chico Plumbing permit ........................................................................
Site plan and business license approval from the City of Biggs ............... .... J
,California Department of Forestry plan approvaN6 paid. Sent by)�%_M/6* .. ...
Planning approval for (A) Use: -(B)Parking: _(C) Parcel Check: ............
0 25. Contact Land Development about - Improvements, - Drainage ............
26. NPDES Form ............ ..................................................................................
0 27. Encroachment Perrriit for driveway from the Public Works Dept ...........................
0 28. Contractor's license information. (Number, Name Style, Classification) ...................
\e0 29. Worker's Compensation Carriertland Policy Number ..........................................
ZN 30. OwnerzBuilder Verification (_ di�en to owner, -Mailed to owner) ......... * ..........
0 31. Letter of Signature authorization ....................................................................
0 32. Recorded copy of Agricultural Acknowledgment Statement..
0 33. Existing violations and/or expired permits .......................... ......................
0 34. Deed Restriction ................................................................... IK ..................
0 35. 0 Legal description, 0 M.H. Title, title search, registration or MCO .........................
0 36. Other:
0 37. Other: -
When issued Telephone R 9 g- .2k 1 -2 �;- and hold for pickup.
I have been informed of the above iterrfs- ind requirements for obtaining a building permit.
Applicant'. Date:
1. Index permit application fo�ffie-ab'o i s n beTd:/___ 'k Plan Check Letter
2. Additional items reouired 1V , W -00-
Contractor, designer, own , was vi doft a ov I dat y -, one, 0 mail, 0 counter, by 60-'� Date:_;�-_ 0(2
Contractor, designer, wn r, wa dvose 1 the above da a y 0 phone, 0 mail, 0 counter, by Date:
Contractor, designer, owner, was advised of the abO%r d t b 0 phone, 0 *1 0
2arnDy mai, count b Date:
V:p -3 1 / V 2 jr, y
Plans reviewed by: Date. L_ Plans approved by. 22
Structural reviewed by: Date: Structural approved by: -
Note transfer by: Date:
Yellow: Building Division
N
Plot Plan Altadied L4&�I
Flow Plan Agached
Sent to �BD/�;DS
TO: Building Division Development Services
FROM: Environmental Health
SUBJECT: Sanitation Clearance
Ai/It 0r6Y;IqkI lqz-yl� N-LL)y "71, it/ Oq -7- SDC) - 0 q 3
Owner Location AP#
Plan Approved for: Sewage Disposal: Water Supply: Public Private Well
Clearance for dwelling. Other �41�lrqom 6, dd I h ut-,
Hold final for:
Final Clearance O.K. for:
NOTV') In
Efivironmental HE
Building Clearance 9/2005
q 14t Lo,�,
Date
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE, OROVILLE, CA 95965
www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140
RECEIPT OF FEES SCHEDULE - RESIDENTIAL
Owner CROWN APN No: 047-500-043
Application Date 2/1/2006 Permit No: BP 060231 Permit Type: ADDITION OF BATHROOM& C LOS I
1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $852.35
Plan Check portion of Permit Fee $340.94 $511.41 Balance of Building Permit Fee
2 FEMA Res Flood Elevation Review $109.98 0
3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 _$95.00 $204.98
(State Responsibility Area) Building Inspection $109.98 $109.98 1
NON-REFUNL)ABLE portion of fees due at application $435.94 RECEIPT DATE Tech/Asst
=FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $545.92 _2/1/06
At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan
checking process.
Applicant: Date:
Pursuant to Government cod2,$ 4 f KhC
PeTO-166020, you are hereby notified those Items followed by an " may have been imp—osed on yoL/prole s—
$I. You have 90 day
from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The req6iremehts for a protest are
specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205
Butte Cou-iitvDcpar&nciitofDcvclop_1.7,clltscj-�17,CeS
7 County Center brive
Oroville, CA 95965
(530) 538-7601 Telepkone
(530) 538-7785 Facsimile
BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES
request and authorize the Building Division to process this building permit application through the plans
examination process WITHOUT first obtaining all necessary, related permits and clearances from other
regulatory entities, including but not limited to, Plann:ing, Envixonmental Health, Land Development,
County Fire, and Agriculture.
I hereby acknowledgd:
I need to 'submit applications for septic andlor well to Butte County Environmental Health
immediately.
I am required to bring the approved Environmental Health site plan and approved sanitation
clearance to the Building Division as soon as clearance is obtained
I am responsible for notifying Development Services, in writing, to stop processing of the
application and to arrangefor disposition ofplans.
The Building Division will process the application through the plans examination process, as submitted,
without input from other regulatory entities that could -prohibit issuance of the building permit or reqjLire
submissim of amended building plans to the Building Division. Once the plans examination process
begins, there will be no refund of plans examination fees. Any changes requiring submission of amended
plans to the Building Division will incur additional fees.
Within one year. from the date of application for a building permit, all other required permits and clearances
from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances
will void the application.
Typically other required Perm . its/clearances include, but 'are not Jimited to, verification the parcel was
legally . created, . adherence.'tb. all mitigations and conditions imposed on the parcel at time of creation, as well
as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture
buffer zones, and habitat/species).
Please print:
Applicant Nafrie: 7
1 AN (1r2c/W/U APN: Q --f 7 -!�;-Oo- 0 q-3
Building site address: )q
gdl&Wt(� C?PPermit No.: (,2 Oa
I have read, understood and accept the terins and conditions as expressed herein as indicated by my
submission of the above -referenced building permit application and my signature below:
SIGNAT OF APPLIC
DATW
Copy to - Applicant/EHfFile Y--Fonns/BldgPermitMthoutClear2nces 020705
. :,I -PA
f
N.,
H
.A,
0
U0
Department
�.c o u n t
J. Michael Crump, Director
Public
f , B Q t -t
Works
LAND DEVELOPMENT DIVISION
Storm Water Management Program
7 Cdunty Center Dri ' ve
Oroville, CA 95965
(530) 538-7266
(FAX) 538-7171
SySL
*National Pollutant Dischtirge Elimination. tem (NPDES) Phase 11
Construction Storm Water Permit and Storm Water P61lution Prevention
Plan (SWPPP) Acknowledgement rLESS THAN I ACRE
Project Description: 6 )v" R ( :)O-YIA I- ��)> a ) 6 2/1
Project Location and/or Parcel Number: — I zi -2 9 G -5� T'tTt [/ / 6, ff W �:�, c? 9�
1 6) 4f -7 - — �5- 0 0 — 0 e -,f ��
By sigj�ing below, L the project owner./owner's agent, certify that this project WILL NOT DISTUPB
I acre or more of land and that L therefore, do not need to apply for a Construction StormWater Permit
fim.ni the: State of Califoi-nia Regional Water Quality Control Board. Phased projects that contain
multiple site build -outs of less than one acre but whem combined with subsequent phases total more
than one acre of disturbed soil will require a Construction Storm Water Permit from the State of
California Regional Water Quality Control Board.
I am aware that submittina false and/or inaccurate information Or failure to apply for a Construct'
0 ion
Storm Water Permit from the State of California Regional Water Quality Control Board for a project -
that disturbs one acre or more of land may result in revocation of grading and/or other permits or other
sanctions provided by law.
Signed:
Title:
Date:
OWNER -BUILDER VERIFICATION
0
Attention Property Owner:
An "owner -builder" building permit has been applied for in your name and bearing your
signature.
Please complete and return this information at your earliest opportunity to avoid unnecessary
delay in processing and issuing your building permit. No building permit will be issued until this
verification is received.
1 . I personally plan to provide the,major labor and material for construction of this proposed
property improvement: 'YES; ��] NO
,2. 1 HAVE [?�� HAVE NOT signed an application for a building permit for the proposed
work.
3. 1 have contracted with the following person (firm) to provide the proposed construction:
NANM:
ADDRESS:
PHONE: CONTRACTOR'S LICENSE NO -
4. 1 plan to provide portions of the work, but I have hired the- following person to coordinate,
supervise, and provide the major work:
NAME:
ADDRESS:
PHONE: CONTRACTOR'S LICENSE NO:
5. 1 will provide some of the work but I have contracted (hired) the following persons to provide
the work indicated:
NAME ADDRESS PHONE TYPE OF WORK
SIGNED: PROPERTY OWNER:
DATE: ;20)
NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California
Health and Safety Code.
This verification must be completed and returned to our office before we are permitted to issue the
permit.
Rev'd 11/4/2004
Butte County Department of Development Services Tr
ADMINISTRATION * BUILDING GIS PLANNING 0 0
0
0 0
7 County Center Drive
Oroville, CA 95965 0
(530) 538-7541 Telephone L
(530) 53&2140 Facsimile
OWNER -BUILDER INFORMATION
Dear Property Owner:
An application for a building permit hasbeen submitted in your name listing you.rself as the builder of the property
improvements specified.
For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a
perinit. Building pern-dts are not required to be signed by property owners unless they are personally performing their own
work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if
that person applies for the proper permit in his or her name.
Contractors are required by law to be licensed and bonded by the State of California and to have a business license
from the city or county. They are also required by law to put their license number on all permits for which they apply.
If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be
aware of the following information for your benefit and protection:
o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials
and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or
subcontractors, then you may be an employer.
c, If you are an employer, you must register with the state and federal government as an employer and you are subject
to several obligations including state and federal income tax withholding, federal social security taxes, workers'
compensation insurance, disability insurance costs, and unemployment compensation contributions.
• There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious
with respect to workers' compensation insurance.
• For more specific information about your obligations under federal law, contact the Internal Revenue Service (and,
if you wish, the U.S. Small Business Administration). For more specific information about your obligations under
state law, contact the Department of Benefit Payments and the Division of Industrial Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their
work personally or through their own employees, without a licensed contractor or subcontractor, only under limited
conditions.
A frequent practice of unlicensed persons professing to be contractor is to secure an "owner-buildee' building
permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building
perrnits are not required to be signed by property owners unless they are performing their own work personally.
Inforination about licensed contractors may be obtained by contacting the Contractors' State License Board in your
community or at 1020 N Street, Sacramento, California 95814.
Please complete and return the enclosed owner -builder verification from so that we can confinn that you are aware
of these matters. The building permit will not be issued until the verification is returned.
Sincerely,
0 7 _.
V __V
Scott Rutherford
Chief Building Inspector
NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code.
I I , I I , -1 - -1 - . - - 1-- -, . . - - . - - -- . IT .
BUTTE COUNTY SCHOOLS IMPACT -FEE CERTIFICATION FORM
(One form per Building)
Building Depart t No.
School District Ohlw unifid Sciml
A.P. Number Jurisdiction: city 7ounty
Property Owner
Property Location/Address 192t$ H"jq c1q 0h i (6);; CA q5qlb
Subdivision Lot No.
...................... .................................................................
Sq. Footage
Residential Development
No of Living Mobile Home Addition/ *Supplemental to (Group. R)
Units Installation Conversion Permit #
'(No foundadon inspection
.......................................................................................
Deed Restricted Sq. Footage
(Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document),
Commercial/Industrial
New Addifion
Building
I I �
Dis trict Id entificat ion No. N
School District certifies that
14 a 8-(0.
(Street Address)
0
Sq. Footage
(including Exterior
Roofed Areas)
I- I -N)
Date
(Applicant)
8 1�� -
(Phone Number)
(City)
(State)
(Zip Code)
has complied with the requirements of Resolution No.
Q oc-� -o
by payment of $
representing C2 (0 / square feet.
School
Representative
Paid by Check # �) h
Remarks:
rB 29216 $
ULL M 7
ULL MITIGATION $
A6
Date
Nodce: You may protest the Imposition of the fees Identified above by submitting a written protest to the QIstrIct, In compliance with
Government Code Section 66020(a), within 90 days from the date is" are paid. Failure to submit a timely written ps ofts will prohibit
you from challenging the Imposition of the fen In any court action.
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certfflcatlon Form, the School District Is
notified by the applicable Local Planning Agency that this project Is being mviewed under the California Environmental Quality Act (CEQA).
this project may be subjecl: to additional school fees to fully mitigate Iti Impact on the school districrs schools.
White (school district), Yellow (building department),,Pink (applicant)
NOTESi
1. ALL WINDOWS AND DOORS TO BE WEATHERS TRIPPED,
2. ALL WINDOWS TO BE DUAL GLAZED, ANSI/AAMA, & CEC CERTIFIED
3. ALL STRUCTURAL LUMBER TO BE #2 DOUGLAS FIR OR BETTER.
4. INSULAIONi WALLS - R -19j CEILING - R-30
5. CONTRACTOR RESPONSIBLE FOR OBTAINING ACCURATE
MEASUREMENTS ON SIGHT,
6. DO NOT SCALE DRAWINGSi DIMENSIONS TAKE PRECEDENCE
7. ALL EXTERIOUR WALLS TO BE 2X6 STUDIES @ 16' OC
8. ALL DOORS, & INTERIOR OPENINGS ARE 6'-8' FROM
FINISH FLOOR: LINO
9. ALL EXTERIOR HEADERS TO BE 6X10 DF #1
12. CAULK ALL PERIMETER SILLS
13. ALL EXHAUST FANS TO HAVE BACKDRAFT DAMPERS
VA9&4 C41-- 1 --'la e <-
-S+E-AR-WAt--L SCEDULE
Al J'CDX PLYWD OR OSB W/8cI's @ 6', 12' OC
18,
51-7'
2'-9�'
NOTE'- 5'-7�-
See the attached
ges 4/
47
APN# 047-500-043 ACERS 13
D— fly WE Q-VMM MIKE CROMAN 14286 ST HWY 99 530 892 2126
Approwd 14286 ST HWY 99
ZONINGi SRI GENERAL PLANi BATHROOM ADDITION
Dd. Mft/W MIKE CROMAN 530 892 2125
14'-7'
71-2# 71-5#-
4.0' 6X10 TYP 5 '-2�'
v 401OX0
4.0'1
SHOWER
—3/-10#
C:�
00
%,D
0i
----fLv
R2680,
I JACUZZI TUB
4/-4#
TILE PLATFORM
I %,
j WALL
C3 T 2' 11'
x
C)
0i
CD
WALK IN
3' CLOSET
4,0'1�
21-4'
31
EXISTING WALL
MIKE-CROMAN
14286 -STATE -HIGHWAY -99
CHICO-CA-95973
ONJI 047 -WO -M
n
<1 14.0'
4 1
5/
9/-9#
I W
C)
R)
CD
x
0
8/ 3'
1.01
7
BATH- FLOOR -n PLAN
BATHROOM -ADDITION
Job Number ScOle SHEET_2_OF_7
JOB—NO. /4--l'
SHFVII-7 FIDGE VENT SEE ATTACHED SHEET
30 YEAR COMP ROOFING 0/ 30# 0/ 12 CDX PLY OR OSE W/Bcl's @ 6', 12' OC
12
4 F- PRE MFR TRUSSES 24' OC
2X BLK'S OTMIT FOR EAVE VENTS nPTP Pnrp,
2X6 PT SILL PLATE
0.dWl.t MWE-MMM
0— ey., um cRomm
App—d
o&o
BUTTE COUWry
BUILDING 61VI, �,Cq�,
APPRCy%/EW-
APN# 047-500-043 ACERS 1.3
MIKE CROMAN 14286 ST HWY 99'530 892 2125
14286 ST HWY 99
ZONINGj SRI GENERAL PLAN, BATHRE30M ADDITION
MIKE P-MA]"10 B-92 2125-
-SR
GUTTERS
ATTIC VENT W/ 1/4 MIN SCREEN MESH VENT OPENING
AREA TO BE 1 SF PER 150 SF 'OF FLOOR AREA
\-VAPOR BARIOR
\-3/8' PLY PER. SHEAR WALL SCHED
STUCCO SIDING TO MATCH EXISTING
CONCRETE SLAB TO MATCH EXISTING
MIKE—CROMAN
14286- STATE- HIGH WAY- 99
CHICO-CA-95973
A."
STRUCTURAL—PLAN
BATHROOM—ADDITION
Job Num
SHEET -3 -OF -7
H2,5 TYP 16 P LC
R-30 INSUL
5/8' GYP BD @ CLG
DF#1 HEADER
EXTER OR WALLS R-19 INSUL--/-"'
2X6 @ 16' OC
1/2' GYP BD @ WALLS
CERAMIC TILE FLOORING
Li I
I . I - I
BUTTE COUWry
BUILDING 61VI, �,Cq�,
APPRCy%/EW-
APN# 047-500-043 ACERS 1.3
MIKE CROMAN 14286 ST HWY 99'530 892 2125
14286 ST HWY 99
ZONINGj SRI GENERAL PLAN, BATHRE30M ADDITION
MIKE P-MA]"10 B-92 2125-
-SR
GUTTERS
ATTIC VENT W/ 1/4 MIN SCREEN MESH VENT OPENING
AREA TO BE 1 SF PER 150 SF 'OF FLOOR AREA
\-VAPOR BARIOR
\-3/8' PLY PER. SHEAR WALL SCHED
STUCCO SIDING TO MATCH EXISTING
CONCRETE SLAB TO MATCH EXISTING
MIKE—CROMAN
14286- STATE- HIGH WAY- 99
CHICO-CA-95973
A."
STRUCTURAL—PLAN
BATHROOM—ADDITION
Job Num
SHEET -3 -OF -7
6s
1�#_ ELEVAT
3' MIN FROM GND
#3 REBAR 24' OC
SLAB DETAIL
INTERIOR LINE OF
PERIMETER FOOTING 14'-7'
2 #4 REBAR TOP AND--\\
BOTTOM CENTER—\
1/2'X10 A,B, TYP W/2X2X3/16' WASHERS TYP 12' MAX FROM its'
CORNERS 6' OC
12'
PAD FOOTING DETAIL
T
—SLAB 4' MIN
NDi 2' MIN OVER 6 MIL 'VAPOR BARRIER
#3 REBAR IN'MIDDLE OF SLAB @ 24' OC
plorwirww"
ND]
REBAR INSERTED
BUTTE COUN,'Ty
_��12(1) #4 REBAR TOP AND BOTTOM
BUILDIN c-- e6s
APPROVED APP
D.WchMW_CRWAN __� W" m' By APN# 047-500-043 ACERS 1.3 FOUNDATION—PLAN
D— By. WM- CFWMAN- MIKE CROMAN 14286 ST HWY 99 530 892 2125 MIKE—CROMAN
ApV—d 14286 ST HWY 99 14286—STATE—HIGH WAY— 99 BATHROOM —ADDITION
ZONINGt SRI GENERAL PLAN, BATHROOM ADDITION CHICO—CA-95973 Job Number c�le,, —
S SH
Date lVn/W MIKE CROMAN 530 892 2125 AM# 047-500-M JOB—NO. 114 EET-4—OF-7
NOTES: -
2X6 EXTERIOR WALLS
C3
z
3080
WATER HEATER
50 GAL ELECT
OPEN
3'- 1�.
lzz�
WOODSTOVE
LIVING
3680 1
15'-5'
2'-9�'
- 65'
0..$F.*WXL0MAN i - I - I y 1 AlPwiai nA7-Fq; 0-043 ACERS 1.3
o__ 8�r. um mm" MIK MAN 14286 ST HWY 99 530 892 2125 MIKE-CROMAN
14286 ST HWY 99 14286 -STATE -HIGHWAY -99
App— I
IUNINGi SRI GENERAL PLAN, BATHROOM ADDITION CHICO-CA-95973
MIKE CROMAN 530 892 2125 MWO 047-aoo-w
3' ' 25'-2'
B U " -I T E C 0 U �,4 1 -
BUILDING DIV183'1�1
APPROVIE-.0
EXISTIN G- FLOOR- PLAN
BATHROOM -ADDITION
Job Number Scale
"-NO. SHEU-5-OF-7
14'-7'
401OX0
7
NOTES: SHOVER
2X6 EXTERIOR WALLS
2680 0 0 1 cq-
x
c9l VALK IN
CLOSET
201-11
9'-6�- 10'-6�'
13180 6080 SLIDER .4026XB 401OXG
61
WATER HEATER
U .50 GAL ELECT -\",o DINING FITHEN 10. BED' 1
C3 BATH
C3
z Li 9'-+
:4- Lao: U
0i =) zw 3080
(4 C3 2 1 1 3080 --------- 3 . �',
L, GARAGE MEN MO ra
Z'7 3' 25'-2'
i- ui
w
z 3080 3080
C3 LFJ WOODSTOVE
z 3030 ATTIC ACCESS�,,,-
U
xwx LIVING 2'_
W P� LJ 10'-3'
x
w BED 2 0
(L
M80 N30809=
B
TED 3
M
16080 GAR DR h2=2m6b_UURZlEAUF==____ll 36.80 5O3_6Xa 5036x"
15'-5'
29�-
65' BUTTE COUN'T'N'
BUILD! NGi� iW �_l Nt
ED
APPROVE
Dt. BY APN# 047-500-043 ACERS 1.3 FINI SHED -FLOOR- PLAN
O� By. OM CROMM MIKE CROMAN 14286 ST HWY 99 530 892 2125 MIKE-CROMAN
Appl—d 14286 ST HWY 99 14286- STATE- HIGH WAY- 99 BATHROOM -ADDITION.
ZONING, SRI GENERAL PLAN, BATHROOM ADDITION AM# 047-500-043 CHI.CO-CA-95973 Job Number Scole SHEET -6 - -OF-7
MIKE CROMAN 530 892 2125 JOB -NO. /8* -1
R.A.I.
D.- By. WM CKUM
AM -,.d
WU WD/05
WEST VIEW
APN# 047-500-043 ACERS 1.3
MIKE CROMAN 14286 ST HWY 99 530 892 2125
14286 ST HWY 99
-ZONINGi SRI GENERAL PLANi BATHROOM ADDITION
-MIKE _C�ROMAN_5_30892_2125
RIDGE VENT
B U T "'IF E C f );, j N, "'s " Y
BUILD—AiNiC EE4"11v,4l9lCN!'-'
A PP R 0 VE D
NORTH VIEW
MIKE-CROMAN
14286- STATE= HIGH WAY- 99
CHICO-CA-95973
MNO 047 -50D -M
EXTERIOR -ELEVATIONS
BATHROOM -ADDITION
Job Number Scc
JOB—NO. /4' _0F_7
V . -, 4-6
CDF FIRE SAFE REQUIREMENTS
AP# 047-500-043 PERMIT # 06-0231 NAME: Croman
Under authority of Public Resources Code Sec. 4290, the following checked items are required by the
Butte County Fire Department and made a part of this permit. These requirements are minimums and
may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte
County Building Inspector's will make compliance inspections.
Driveway Standards
[X] All new driveway construction or an extension of an existing driveway shall comply with Public
Resources Code 4290 roadway requirements.
[Xj Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures
which supplement the roadway bed or shoulders) shall provided unobstructed access to
conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds.
[XI Grade. Not to exceed 16 percent unless paved or concreted. Grade will not exceed 20 percent.
Driveway Radius
Pq No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional
surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-
200 feet.
[X] The lengtl� of vertical curves in roadways exclusive of gutters, ditches and drainage structures
designed to hold or divert water shall be not less than 100 feet radius.
[XI Turnarounds. Required if driveway is over 300 feet in length, will have a minimum turning radius
of 40 feet from the center of the road and be located within 50 feet of the buildings.
Pq Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on
each end.
[XI Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical
clearance of 15 feet along its entire length.
Pq Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide
a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall
be provided no more than 400 feet apart.
Gates
Pq Gate entrances shall be at least two feet wider on each end than the roadway they serve.
The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to
stop without obstructing traffic on the roadway.
Where a one-way road with a single traffic lane provides access to a gate entrance, a 40 -foot
turning radius shall be used.
Addressinq
[X] All buildings shall have a permanently posted address, which shall be visible and legible from
both directions of the road the address is located. The address shall be posted at the beginning of
construction and maintained thereafter. Accessory buildings are not required to have a separate
address posted.
[X] Size of letters, numbers and symbols for addresses shall be a minimum of 3 inch letter height, 3/8
inch stroke, reflectorized, and contrast with the background color of the sign.
[X] Where addresses cannot be seen from the roadway, the address shall also be posted a single
post located at the intersection of the driveway and the road.
IC
Is
Q
U
I
R
E
M
E
N
T
S
Setback for Structure Defensible Space
[XI Maintenance of Defensible Space. To ensure continued maintenance of properties in
conformance with these standards and measures and to assure continued availability, access
and utilization of the defensible space provided for in these standards, annual maintenance must
be provided for by the landowner.
1XI 1) All parcels I acre and larger shall provide a minimum 30 -foot setback for buildings and
accessory buildings from all property lines and/or the center of the road. See "Other
Requirements below.
2) For parcels less than I acre, local jurisdiction shall provide for the same practical
effect. See "Other Requirements below.
[XI Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a
landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site
development and construction, road and driveway construction. Disposal shall be completed
prior to completion of road construction or final building permit inspection.
Other Requirements
[X] If your property was part of a parcel split after July 1991, you may be required to install residential
fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are
required.
If Building Setback is 15 to 30 Feet:
Class A roof
Fully enclosed eaves on entire structure
1XI If Building Setback is Less Than 15 Feet:
Class A roof with fully enclosed eaves on entire structure and choose any 2 of the
following:
• Metal or no doors on side toward prop6rty line with insufficient setback
• Interior automatic sprinkler system per NFPA 13D
• Glass area not to exceed 10% of wall area toward property line with insufficient setback
c3 Siding from the following list:
• Stucco — 3 coat
• Hardi-Board or Plank
• Masonry
• Masonry Veneer
• Metal
No Additional Requirements
02/08/2006
Date
Last Revision 1/25/2006
Darren Read
Signature
I I FERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD
Project Title ..........
.project Address.
Documentation Author ...
Climate Zone ...........
Compliance Method ......
CF -1R ],,,?age 1
The Croman Addition Date..01/17/06 08:34:39
1A')QC Q+- W no
Wy
Chico, Ca. *v7.10*
Marty Runnells
Energy Calculation Services
574 Manzanita Avenue, Ste 9
Chico, CA 95926
530-894-8466
11
MICROPAS7 v7.10 for 2005 Standards by Enercomp, Ipc.
MICROPAS7 v7.10 File-06019ADD Wth-CTZ11S05 Program -FORM CF -1R
User#-MP1333 User -Energy Calculation Servic Run -1267 SF Existing+Addilion
MICROPAS7
Building Perml-t-79
SUMMARY
PTa—nCheck /
Date
Field _CTFe__cR_7_)ate
Standard
MICROPAS7 v7.10 for 2005 Standards by Enercomp, Ipc.
MICROPAS7 v7.10 File-06019ADD Wth-CTZ11S05 Program -FORM CF -1R
User#-MP1333 User -Energy Calculation Servic Run -1267 SF Existing+Addilion
GENERAL INFORMATION
MICROPAS7
ENERGY USE
SUMMARY
1267 sf
Energy Use
Single Family Detached
Standard
Proposed Compliance
(kTDV/sf-yr)
Before 1978
Design
Design
Margin
Space Heating
..........
85.58
80.61
4.97
Space Cooling
..........
119.79
110.39
9,.40
Water Heating
..........
15.48
15.48
0.00
Glazing Percentage ..........
Total
220.85
206.48
14.37
Building
complies
with Computer
Performance
t-9 6 -4q--3
HERS
Verification
Required
for Compliance
GENERAL INFORMATION
rKgE�S��cat'ron--Recfq=ired=
Conditioned Floor Area .....
1267 sf
Building Type ..............
Single Family Detached
Construction Type .........
Existing+Addition+Alteration
Vintage Assumptions .......
Before 1978
Fuel Type .................
NaturalGas
Building Front Orientation.
Front Facing 180 deg (S)
Number of Dwelling Units ...
1
Number of Building Stories.
1
Weather Data Type ..........
FullYear
Floor Construction Type ....
Slab On Grade
Number of -Building Zones ...
2
Conditioned Volume .........
10136 cf
Slab -On -Grade Area .........
1267 sf
Glazing Percentage ..........
13.7 % of floor area
Average Glazing U -factor ...
1.19 Btu/hr-sf-F
Average Glazing SHGC .......
0.77
Average Ceiling Height .....
8 ft
t-9 6 -4q--3
BUTTE COUNT
BUILDING DIVISI
AP7ROVED
I
CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R page 2
Project Title .......... The Croman Addition Date..01,/17/06 08:34:39
MICROPAS7 v7.10 File-06019ADD Wth-CTZ11S05 Program -FORM CF -1R
User#-MP1333 User -Energy Calculation Servic Run -1267 SF Existing+Addi
BUILDING ZONE INFORMATION
Floor # of 4 of Cond- The rmo-
Area Volume Dwell Peop- it- stat
Zone Type (sf) (cf) Units le ioned Type
HOUSE - Existing
Residence 1004
ADD - New (Added)
Residence 263
Vent Vent Ver i lied
Height Area Leak ge or
. (f t) (s f ) Hous -wrap
8032 0.80 2.4 'Yes Setback 2.0 Standard
2104 0.20 0.0 Yes Setback 2.0 Standard
OPAQUE SURFACES
Length , F2 Insul
surface (ft) Factor R-val
Appendix
Solar IV Location/
Gains Reference Comments
HOUSE - Existing
12 SlabEdge 116 0.730 R-0 No IV.26 Al
HOUSE - Deleted
.113 SlabEdge 15 0.730 R-0 No IV.26 Al
ADD - New (Added)
14 SlabEdge 51 0.730 R-0 No IV.26 Al
SLAB EDGE
SLAB EDGE
SLAB EDGE
U_
Sheath-
Solar
Appendix
Frame
Area
fact-
Cavity
ing
Act
Gains
IV
Location
Surface
Type
(sf)
or
R-val
R-val
Azm
Tilt
Reference
Comments
HOUSE -
Existing
1
Wall
Wood
241
0.356
0
0
180
90
Yes
IV.9
Al
FRONT
2
Door
Other
10
0.500
0
0
180
90
Yes
IV.5
A4
FRONT
5
Wall
Wood
150
0.356
0
0
0
90
Yes
IV.9
Al
BACK
8
Wall
Wood
166
0.356.
0
0
90
90
Yes
IV.9
Al
RIGHT
10
Wall
Wood
181
0.356
0
0
180
90
No
IV.9
Al
TO GARAG
11
Door
Other
20
0.500
0
0
180
90
No
IV.5
A4
TO GARAG
15
Roof
Wood
1004
0.300
0
0
n/a
0
Yes
IV.1
Al
TO ATTIC
HOUSE -
Deleted
6
Wall
Wood
100
0.356
0
0
0
90
Yes
IV.9
Al
BACK
ADD - New (Added)
3
Wall
Wood
119
0.102
13
0
270
90
Yes
IV.9
A3 'LEFT
-4
Door
Other
17
0.500
0
0
270
90
Yes
IV.5
A4 'LEFT
7
Wall
Wood
113
0.102
13
0
0
90
Yes
IV.9
A3
BACK
9
Wall
Wood
140'0.102
13
0
90
90
Yes
IV.9
A3
RIGHT
1�6
Roof
Wood
263
0.032
30
0
n/a
0
Yes
IV.1
A7
TO ATTIC
PERIMETER
LOSSES
Length , F2 Insul
surface (ft) Factor R-val
Appendix
Solar IV Location/
Gains Reference Comments
HOUSE - Existing
12 SlabEdge 116 0.730 R-0 No IV.26 Al
HOUSE - Deleted
.113 SlabEdge 15 0.730 R-0 No IV.26 Al
ADD - New (Added)
14 SlabEdge 51 0.730 R-0 No IV.26 Al
SLAB EDGE
SLAB EDGE
SLAB EDGE
CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R age 3
t
Project Title .......... The Croman Addition Date..01/17/06 08:34:39
MICROPAS7 v7.10 File-06019ADD Wth-CTZ11S05 Program -FORM CF -1R
User#-MP1333 User -Energy Calculation Servic Run -1267 SF Existing+Addi--ion
Orientation
HOUSE - Existing
1 Wind Front (S)
2 Wind Front (S)
3 Door Front (S)
4 Wind Front (S)
6 Wind Back (N)
7 Wind Back (N)
8 Wind Back (N)
11 Wind Right (E)
12 Wind Right (E)
HOUSE - Deleted
9 Wind Back (N)
ADD - New (Added)
5 Door Left (W)
10 Wind Back (N)
13 wind Right (E)
FENESTRATION SURFACES
Area U_ Act
(sf) factor SHGC Azm Tilt
17.5
1.280
0.800
180
17.5
1.280
0.800
180
10.0
0.990
0.740
180
24.0
1.280
0.800
180
40.0
1.280
0.800
0
9.0
1.280
0.800
0
4.0
1.280
0.800
0
17.5
1.280
0.800
90
17.5
1.280
0.800
90
17.5
1.28'0
0.800
0
8.5
0.530
0.650
270
4.0
0.400
0.400
0
4.0
0.400
0.400
90
Exterior
Shade
Type Location/Comments
90
Standard
FG1
90
Standard
FG2
90
Standard
FG3
90
Standard
FG4
90
Standard
BG1
90
Standard
BG2
90
Standard
BG3
90
Standard
RG1
90
Standard
RG2
90
Standard
BG4
90
Standard
LG1
90
Standard
BG1
90
Standard
RG1
OVERHANGS
Ve
Number Verified Verified Verified Verified Ma
System of Minimum Refrig Charge Adequate Fan Watt Co
Type Systems Efficiency EER or TXV Airflow 'Draw Ca
HOUSE - Existing
Furnace .80 0.780 AFUE
ACSplit .80 13.00 SEER
n/a n/a n/a n/a
No Yes No No
rif ied
Y,imum
:)l ing
pacity
In/a
No
—Window— ---Overhang
Area
Left
Right
Surface
(sf)
Width Height Depth Height Extension
Extension
ADD - New
(Added)
5 Door
8.5
n/a 6.6 2 .5 n/a
n/;a
13 Window
4.0
n/a 4 2 .5 n/a
n/a
SLAB SURFACES
Area
Slab Type (sf)
HOUSE - Existing
Standard Slab 1004
ADD - New (Added)
Standard Slab 263
HVAC SYSTEMS
Ve
Number Verified Verified Verified Verified Ma
System of Minimum Refrig Charge Adequate Fan Watt Co
Type Systems Efficiency EER or TXV Airflow 'Draw Ca
HOUSE - Existing
Furnace .80 0.780 AFUE
ACSplit .80 13.00 SEER
n/a n/a n/a n/a
No Yes No No
rif ied
Y,imum
:)l ing
pacity
In/a
No
CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R ]?age 4
Project Title .......... The Croman Addition Date..01�17/06 08:34:39
MICROPAS7 v7.10 File-06019ADD Wth-CTZ11S05 Program-FORM'CF-lR
User#-MP1333 User -Energy Calculation Servic Run -1267 SF Existing+Addit,7rion
Number
System of Minimum
Type Systems Effic iency
ADD - New (Added)
HVAC SYSTEMS
Vekif ied
Verified Verified Verified Verified Mal-'imum
Refrig Charge Adequate Fan Watt Cc ling
EER or TXV Airflow Draw Catacity
Furnace .20 0.780 AFUE n/a n/a
ACSplit .20 13.0*0 SEER No Yes
HVAC SIZING
Sensible
Cooling
Load
(Btu/hr)
Design
Cooling
Capacity
(Btu/hr)
n/a n/a
No No
Verif ied
Maximum
Cooling
Capacity
(Btu/hr)
n/a n/a n/a
64598 77465 n/a
n/a n/a n/a
3924 4706 n/a
Total
Total
82172
Heating
System
Load
Type
(Btu/hr)
HOUSE - Existing
Furnace
67366
ACSplit
n/a
ADD - New
(Added)
Furnace
8351
ACSplit
n/a
HVAC SIZING
Sensible
Cooling
Load
(Btu/hr)
Design
Cooling
Capacity
(Btu/hr)
n/a n/a
No No
Verif ied
Maximum
Cooling
Capacity
(Btu/hr)
n/a n/a n/a
64598 77465 n/a
n/a n/a n/a
3924 4706 n/a
Total
75717 68522
82172
n/a
.Sizing
Location ............
CHICO EXP
STA
Winter
Outside Design ......
22 F
Winter
Inside Design .......
70 F
Summer
Outside Design ......
100 F
Summer
Inside Design .......
75 F
Summer
Range ...............
37 F
DUCT SYSTEMS
Verified
Verified
Verified
System
Duct Duct
Duct
Surface
Buried
Type
Location R -value
Leakage�
Area
Ducts
HOUSE - Existing
Furnace
Attic R-2.1
Pre2001
No
No
ACSplit
Attic R-2.1
Pre2001
No
No
ADD - New (Added)
Furnace
Attic R-4.2
No
No
NO
ACSplit
Attic R-4.2
No
No
NO
n/a
No
0
CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD
CF -1R Page 5
Project Title .......... The Croman Addition Date..01/17/06 08t34:39
MICROPAS7 v7.10 File-06019ADD Wth-CTZ11S05 Program -FORM CF -1R
User#-MP1333 User -Energy Calculation Servic Run -1267 SF Existing+Addi ion
SPECIAL FEATURES AND MODELING ASSUMPTIONS
Items in this section should be documented on the plans,
installed to manufacturer and CEC specifications, and
verified during plan check and field inspection. WON
This building incorporates a HERS verified Refrigerant Charge test
or a HERS verified Thermostatic Expansion Valve (TXV). If a
cooling system is not installed, then HERS verification is not necessary.
The existing building incorporates higher opaque U -factors or F -factors t1an
the defaults for the specified vintage.
HERS REQUIRED VERIFICATION
Items in this section require field testing and/or
verification by a certified home energy rater under
the supervision of a CEC - approved HERS provider using
CEC approved testing and/or verification methods and
must be reported on the CF -4R installation certificate.
This building incorporates a HERS verified Refrigerant Charge test
or a HERS verified Thermostatic Expansion Valve (TXV). If a
cooling system is not installed, then HERS verification is not necessary.
RK
All unknown energy values for the existing residence are taken
from Table R3-11, default assumptions for existing buildings
built prior to 1978.
Additions and alterations typically have special rules for
modeling to avoid an undue energy penalty. These modeling
-assumptions may result in a HERS verification note on the
Certificate of Compliance. Such measure(s) are for
modeling assumptions only.
The general guideline is when additions and alterations use
existing equipment for space conditioning, the existing
building zone and the addition zone use current Package D
assumptions for the HVAC system to avoid an energy penalty.
Package D in Zones 2 and 8 - 15 is 13 SEER with
Verified Refrigerant Charge or TXV.
Package D in Zones 1, 3 - 7 and 16 is 13 SEER.
New duct systems extending less than 40 linear feet into
unconditioned space do not require duct leakage testing.
Conditioned square footage is determined by the conditioned
footprint of each floor or level. Ceiling height is not
used to determine floor area. Additionally, stair areas are
counted at each floor or level.
2ERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R
'age 6
Project Title .......... The Croman Addition Date..01/17/06 08:34:39
MICROPAS7 v7.10 File-06019ADD Wth-CTZ11S05 Program-FORM,CF-1R
User#-MP1333 User -Energy Calculation Servic Run -1267 SF Existing+Addition
REMARKS
The reference FRONT orientation used in these calculations
may or may not contain the entry door to the dwelling. This
in no way affects the accuracy of these calculations.
Energy Calculation Services has C -HERS raters on staff. If
these documents require HERS inspections or testing we are
certified to provide the'se services. Please call 1 (530) 894-8466
for additional information.
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance
specifications needed to comply with Title -24, Parts 1 and 6 of
the
California Code of Regulations, and the administrative regulations
to
implement them. This certificate has been signed by t he individual with
overall design responsibility.
DESIGNER or OWNER DOCUMENTATION AUTHOR
Name .... Name .... Marty Runnells
Company. Company. Energy Calculation Services
Address: -7 <:;I C, < Address. 574 Manzanita Avenue, Ste
9
0-H `1`7 Chico, CA 95926
Phone ... It f 92 "2- 1 2- '5 - Phone ... 530-894-8466
License. . 14
Signed.. -7
Signed..
(date)
ENFORCEMENT AGENCY
-Name ....
Title ...
Agency..
Phone ...
Signed..
d a—t—eT
MANDATORY MEASURES CHECKLIST: RESIDENTIAL
Project Title .......
Project Address .....
Documentation Author.
Climate Zone ........
Compliance Method ...
The Croman Addition
14286 St Hwy 99
Chico, Ca. *v7.10*
Marty Runnells
Energy Calculation Services
574 Manzanita Avenue, Ste 9
MF -1R page 1
Date..01/17/06 081.34:39
Chico, CA 95926
530-894-8466
.. 11
.. MICROPAS7 v7.10 for 2005 Standards by Enercomp,
ihc.
MICROPAS7 v7.10 File-06019ADD Wth-CTZ11S05 Program -FORM MF -1R I
User#-MP1333' User -Energy Calculation Servic Run -1267 SF Exis-ting+Addir-ion
Note: Lowrise residential buildings subject to the Standards must contain these
measures regardless of the compliance approach used. More stringent compliance
requirements from the Certificate of Compliance supersede the items marked with
an asterisk (*). When this checklist is incorporated into the permit docunents,
the features noted shall be considered by all parties as minimum component
performance specifications for the mandatory measures whether they are shown
elsewhere in the documents or on this checklist only.
BUILDING ENVELOPE MEASURES
n/'a
*150(a): Minimum R-19 insulation in wood framed ceiling or
equivalent U -factor in metal frame ceiling
150(b): Loose fill insulation manufacturer's labeled R -Value
*150(c): Minimum R-13 wall insulation in wood framed walls or
equivalent U -factor in metal frame walls (does not apply
to exterior mass walls)
*150(d): Minimum R-13 raised floor insulation in framed floors—
or equivalent U -factor
150(e): Installation of Fireplaces, Decorative Gas Appliances
and Gas Logs
1. Masonry and factory -built fireplaces have:
a. Closeable metal or glass door covering the entire
opening of the firebox
b. Outside air intake with damper and control, flue
damper and control
2. No continuous burning gas pilot lights allowed
150(f): Air retarding wrap installed to comply with Sec * 151
meets requirements specified in ACM Residential Manual
150(g): Vapor barriers mandatory in Climate Zones 14,16 only
150(l): Slab edge insulation - water absorption rate for the
insulation material without facings no greater than 0.3%,
water vapor permeance rate no greater than 2.0 perm/inch
118: Insulation specified or installed meets insulation quali—ty
standards. Indicate type and include CF -6R form
116-17: Fenestration Products, Exterior Doors and Infiltratio–n7—
Exfiltration Controls
1. Doors and windows between conditioned and unconditioned
spaces designed to limit air leakage
2. Fenestration products (except field -fabricated) have
label with certified U -factor, certified Solar Heat Gain
Coefficient (SHGC), and infiltration certification
3. Exterior doors and windows weatherstripped; all joints
and penetrations caulked and sealed
SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES
De-
sign-
er
En-
orce-
ment
V
-Z
De- En-
Building PermL-E__ff
Plan Check /
Date
Field Check/
a
ihc.
MICROPAS7 v7.10 File-06019ADD Wth-CTZ11S05 Program -FORM MF -1R I
User#-MP1333' User -Energy Calculation Servic Run -1267 SF Exis-ting+Addir-ion
Note: Lowrise residential buildings subject to the Standards must contain these
measures regardless of the compliance approach used. More stringent compliance
requirements from the Certificate of Compliance supersede the items marked with
an asterisk (*). When this checklist is incorporated into the permit docunents,
the features noted shall be considered by all parties as minimum component
performance specifications for the mandatory measures whether they are shown
elsewhere in the documents or on this checklist only.
BUILDING ENVELOPE MEASURES
n/'a
*150(a): Minimum R-19 insulation in wood framed ceiling or
equivalent U -factor in metal frame ceiling
150(b): Loose fill insulation manufacturer's labeled R -Value
*150(c): Minimum R-13 wall insulation in wood framed walls or
equivalent U -factor in metal frame walls (does not apply
to exterior mass walls)
*150(d): Minimum R-13 raised floor insulation in framed floors—
or equivalent U -factor
150(e): Installation of Fireplaces, Decorative Gas Appliances
and Gas Logs
1. Masonry and factory -built fireplaces have:
a. Closeable metal or glass door covering the entire
opening of the firebox
b. Outside air intake with damper and control, flue
damper and control
2. No continuous burning gas pilot lights allowed
150(f): Air retarding wrap installed to comply with Sec * 151
meets requirements specified in ACM Residential Manual
150(g): Vapor barriers mandatory in Climate Zones 14,16 only
150(l): Slab edge insulation - water absorption rate for the
insulation material without facings no greater than 0.3%,
water vapor permeance rate no greater than 2.0 perm/inch
118: Insulation specified or installed meets insulation quali—ty
standards. Indicate type and include CF -6R form
116-17: Fenestration Products, Exterior Doors and Infiltratio–n7—
Exfiltration Controls
1. Doors and windows between conditioned and unconditioned
spaces designed to limit air leakage
2. Fenestration products (except field -fabricated) have
label with certified U -factor, certified Solar Heat Gain
Coefficient (SHGC), and infiltration certification
3. Exterior doors and windows weatherstripped; all joints
and penetrations caulked and sealed
SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES
De-
sign-
er
En-
orce-
ment
V
-Z
De- En-
MANDATORY MEASURES CHECKLIST: RESIDENTIAL
MF -1R ]page 2
Project Title .......... The Croman Addition Date..01/17/06 081P4:39
MICROPAS7 v7.10 File-06019ADD Wth-CTZ11S05 Program -FORM MF -1R
User#-MP1333 User -Energy Calculation Servic Run -1267 SF Existing+Addit-ion I
orce
ment
sign-
n/a
er
110-113: HVAC equipment, water heaters, showerheads and
faucets certified by the Energy Commission
150(h): Heating and/or cooling loads calculated in accordance
with ASHRAE, SMACNA or ACCA
150(i): Setback thermostat on all applicable heating and/or
cooling systems
150(j): Water system pipe and tank insulation and cooling
systems line insulation
1. Storage gas water heaters rated with an Energy Factor
less than 0.58 must be externally wrapped with insulation
having an installed thermal resistance of R12 or greater_
2. Back-up tanks for solar system, unfired storage tanks, or
other indirect hot water tanks have R-12 external
insulation or R-16 internal and indicated on the
exterior of the tank showing the R -value
3. The following piping is insulated according to Table 150-A719
or Equation 150-A Insulation Thickness:
1. First 5 feet of hot and cold water pipes closest to
water heater tank, non -recirculating systems, and
entire length of recirculating sections of hot water
pipes shall be insulated to Table 150B
2. Cooling system piping (suction, chilled water, or
brine lines), piping insulated between heating source
and indirect hot water tank shall be insulated to
Table 150-B and Equation 150-A
4. Steam hydronic heating systems or hot water systems >15
meet requirements of Table 123-A
5. Insulation must be protected from damage, including that cyu—e
to sunlight, moisture, equipment maintenance and wind
1-3
6. Insulation for chilled water piping and refrigerant suct on
piping includes a vapor retardant or is enclosed entirely
in conditioned space
7. Solar water -heating systems/collectors are certified by the
Solar Rating and Certification Corporation
*150(m): Ducts and Fans
1. All ducts and plenums installed, sealed and insulated to
meet the requirements of the CMC Sections 601, 6021 603,
604, 605 and Standard 6-5; supply -air and return -air ducts
and plenums are insulated to a minimum installed level of
R-4.2 or enclosed entirely in conditioned space. openings
shall be sealed with mastic, tape, or other duct -closure
system that meets the applicable requirements of UL 181,
UL 181A, or UL 181B or aerosol sealant that meets the
requirements of UL 723. If mastic or tape is used to seal
openings greater than 1/4 inch, the combination of mastic
and either mesh or tape shall be used
2. Building cavities, support platforms for air handlers, an
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
3. Joints and seams of duct systems and their components
orce
ment
MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R 1:'age
3
Project Title .......... The Croman Addition Date..01/17/06 08:34:39
MICROPAS7 v7.10 File-06019ADD Wth-CTZ11S05 Program-FORM,MF-lR
User#-MP1333 User -Energy Calculation Servic Run -1267 SF Existing+Addipcion
shall not be sealed with cloth backed rubber adhesive
duct tapes unless such tape is used in combination with
mastic and draw bands V/
4. Exhaust fan systems have back draft or automatic dampers
5. Gravity ventilating systems serving conditioned space ha-ve
either automatic or readily accessible, manually
operated dampers /_
6. Protection of Insulation. Insulation shall be protected
from damage due to sunlight, moisture, equipment mainten-
ance and wind. Cellular foam insulation shall be protected
as above or painted with a coating that is water retardant
and provides shielding from solar radiation that can cause
degradation of the material
7. Flexible ducts cannot have porous inner cores
114: Pool and Spa Heating Systems and Equipment
1. A thermal efficiency that complies with the Appliance
Efficiency Regulations, on-off switch mounted outside of
the heater, weatherproof operating instructions,.no
electric resistance heating and no pilot light
2. System is installed with:
a. At least 36 inches of pipe between filter and heater
for future solar heating
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation
pump time switch
115: Gas-fired central furnaces, pool heaters, spa heaters or
household cooking appliances have no continuously burning
pilot light (Exception: Non -electrical cooking appliances
with pilot < 150 Btu/hr) V/_
118(i): Cool Roof material meets specified criteria
RESIDENTIAL LIGHTING MEASURES De-
En-
sign-
n/:a er
150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID:
Eorce
ment
contain only high efficacy lamps as outlined in Table
150-C, and do not contain a medium screw base socket
(E24/E26). Ballast for lamps 13 watts or greater are electronic
and have an output frequency no less than 20 kHz
150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain
only high efficacy lamps as outlined in Table 150-C,
luminaire has factory installed HID ballast
150(k)2: Permanently installed luminaires in kitchens shall
be high,efficacy luminaires. Up to 50 percent of the wattage,'
as determined in Sec. 130(c), of permanently installed luminaires
in kitchens may be in luminaires that are not high efficacy
luminaires, provided that these luminaires are controlled
by switches separate from those controlling the high
efficacy luminaires
150(k)3: Permanently installed luminaires in bathrooms,
garages, laundry rooms, utility rooms shall be high
efficacy luminaires OR are controlled by an occupant
sensor(s) certified to comply with Section 119(d) that
does not turn on automatically or have an always on option
150(k)4: Permanently installed luminaires located other than
in kitchens, bathrooms, garages, laundry rooms, and utility
MANDATORY MEASURES CHECKLIST: RESIDENTIAL
MF -1R Tage 4
Project Title .......... The Croman Addition Date..01/17/06 08 1 34:39
ICROPAS7 v7.10 File-06019ADD Wth-CTZ11S05 Program -FORM MF -1R
-MP1333 User -Energy Calculation Servic Run -1267 SF Existing+Addilion
rooms shall be high efficacy luminaires (except closets
less than 70 ft2), OR are controlled by a dimmer switch
OR are control -led by an occupant sensor(s) that complies
with Section 119(d) that does not turn on automatically
or have an always on option
150(k)5: Luminaires that are recessed into insulated ceilings
are approved for zero clearance insulation cover (IC) and
are certified air tight to ASTM E283 and labeled as air
tight (AT) to less than 2.0 CFM at 75 Pascals
150(k)6: Luminaires providing outdoor lighting and permanently
mounted to a residential building or to other buildings on
,the same lot shall be high efficacy luminaires (not in-
cluding lighting around swimming pools/water features or
other Article 680 locations) OR are controlled by occupant
sensors with.integral photo control certified to comply
with Section 119(d)
150(k)7: Lighting for parking lots for 8 or more vehicles shall
have lighting that complies with Sec. 130, 132, and 147.
Lighting for parking garages for 8 or more vehicles shall
have lighting that complies with Sec. 130, 131, and 146
150(k)8: Permanently installed lighting in the enclosed, non -
dwelling spaces of low-rise residential buildings with four
or more dwelling units shall be high efficacy luminaires OR
are controlled by an occupant sensor(s) certified to
comply with Section 119(d)
HVAC SIZING
Project Title ..........
Project Address ........
Documentation Author ...
Climate Zone ...........
Compliance Method ......
HVAC fage 1
The Croman Addition Date..01/17/06 08:34:39
1qZ00 bu hwy VJ
Chico, Ca; *v7.10*
Marty Runnells
Energy Calculation Services
574 Manzanita Avenue, Ste 9
Chico, CA 9�5926
530-894-8466
-L
MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc.
MICROPAS7 v7.10 File-06019ADD Wth-CTZ11S05 Program -HVAC SIZING
User#-MP1333 User-Energy.Calculation Servic Run -1267 SF Existing+Addi ion
GENERAL INFORMATION
Floor Area ................. 1267 sf
Volume ..................... 10136 cf
Front Orientation .......... Front Facing 180 deg (S)
Sizing Location ............ CHICO EXP STA
Latitude ........... :*******' 39.7 degrees
Winter Outside Design ...... 22 F
Winter Inside Design ....... 70 F
Summer Outside Design ...... 100 F
Summer Inside Design ....... 75 F
Summer Range ............... 37 F
Interior Shading Used ...... Yes
Exterior Shading Used ...... Yes
Overhang Shading Used ...... Yes
Latent Load Fraction ....... 0.19
HEATING AND COOLING LOAD SUMMARY
Heating Cooling
Description (Btu/hr) (Btu/hr)
Opaque Conduction and Solar ...... 40229 32351
Glazing Conduction and Solar ..... 9877 12408
Infiltration ..................... 5910 186A
Internal Gain .................... n/a 2152
Ducts ............................ 19701 197217
Sensible Load .................... 75717 68522
Latent Load ...................... n/a 1365,0
Minimum Total Load 75717 82172
Note: The loads shown are only one of the criteria affecting the selection
of HVAC equipment. Other relevant design factors such as air flow
requirements, outside air, outdoor design temperatures, coil sizing,
availability of equipment, oversizing safety margin, etc., must also be
considered. It. is the HVAC designer's responsibility to consider all
factors when selecting the HVAC equipment.
BuildiH-g —PermL-t—T
Plan Check /
Date
Field C-R-e—c77-1)ate
-L
MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc.
MICROPAS7 v7.10 File-06019ADD Wth-CTZ11S05 Program -HVAC SIZING
User#-MP1333 User-Energy.Calculation Servic Run -1267 SF Existing+Addi ion
GENERAL INFORMATION
Floor Area ................. 1267 sf
Volume ..................... 10136 cf
Front Orientation .......... Front Facing 180 deg (S)
Sizing Location ............ CHICO EXP STA
Latitude ........... :*******' 39.7 degrees
Winter Outside Design ...... 22 F
Winter Inside Design ....... 70 F
Summer Outside Design ...... 100 F
Summer Inside Design ....... 75 F
Summer Range ............... 37 F
Interior Shading Used ...... Yes
Exterior Shading Used ...... Yes
Overhang Shading Used ...... Yes
Latent Load Fraction ....... 0.19
HEATING AND COOLING LOAD SUMMARY
Heating Cooling
Description (Btu/hr) (Btu/hr)
Opaque Conduction and Solar ...... 40229 32351
Glazing Conduction and Solar ..... 9877 12408
Infiltration ..................... 5910 186A
Internal Gain .................... n/a 2152
Ducts ............................ 19701 197217
Sensible Load .................... 75717 68522
Latent Load ...................... n/a 1365,0
Minimum Total Load 75717 82172
Note: The loads shown are only one of the criteria affecting the selection
of HVAC equipment. Other relevant design factors such as air flow
requirements, outside air, outdoor design temperatures, coil sizing,
availability of equipment, oversizing safety margin, etc., must also be
considered. It. is the HVAC designer's responsibility to consider all
factors when selecting the HVAC equipment.
HVAC SIZING HVAC ])age 2
Project Title .......... The Croman Addition Date..01/17/06 08 34:39
ICROPAS7 v7.10 File-06019ADD Wth-CTZ11S05 Program -HVAC SIZING
-MP1333 User -Energy Calculation Servic Run -1267 SF Existing+Addi'
HEATING AND COOLING LOAD SUMMARY BY ZONE
ZONE 'HOUSE'
Floor Area ... :,***"*,*** 1004 sf
Volume ........................... 8032 cf
Heating
Description (Btu/hr)
Opaque Conduction and Solar ......
Glazing Conduction and Solar .....
Infiltration .....................
Internal Gain ....................
Ducts.............................
Sensible Load ....................
Latent Load ......................
Minimum Zone Load
35213
9507
4683
n/a
17963
Cooling
(Btu/hr)
30799
11658
1493
1832
1881.6
67366 64598
n/a 12868
67366
ZONE 'ADD/N'
Floor Area .......................
263 sf
Volume ...........................
2104 cf
Heating
Description
(Btu/hr)
Opaque Conduction and Solar ......
5016
Glazing Conduction and Solar ......
370
Infiltration .....................
1227
Internal Gain ....................
n/a
Ducts .............................
1739
Sensible Load .....................
8351
Latent Load ......................
n/a
Minimum Zone Load
8351
77465
Cooling
(Btu/hr)
1553
750
3 911
32:0
911
7
3 9 2A
782
LONGFELLow LuMBER Co. INC.
Quality Design e Floor, Wall & Roof Systems
89 Loren Avenue o Chico, CA 95928-7434
Phone (530) 893-0112 * (800) 678-0112
Fax (530) 893-0140
E -Mail: trusses@longfellowlumber-com
Customer: Mike Croman
Address- 14286 Hwy 99
Chico
AP#: 047-500-043
L
1-20E (Rev. 5/05)
06 , OX3 /
BUTTE COUNTY
BUILDING
APPR
—7/3A06
Jo - b No: C roman Addition
CromOl 18
ENGINEER
Mitek Industries, Inc.
Reclong (Ray) Yu
7777 Greenback Lane, Suite 109
Citrus Heights, CA 95610
(916) 676-1900
APPROVED INSPECTION AGENCY
Timber Products inspection, Inc.
P.O. Box 20455 -
Portland, OR 97220'
(503) 254-0204
-1 A '7 A
�fc
App*�'
'Croman Addition
114286 Hwy 99
LCN�co
(Job Key: CromOl 18)
Symbols
Numbering System
A General Safety Notes
PLATE LOCATION AND ORIENTATION I
Failure to Follow Could Cause Property
3/; *Center plate on joint unless x, y
offsets are indicated.
Dimensions are in ft -in -sixteenths.
6-4-8 dimensions shown in ft -in -sixteenths
Damage or Personal Injury
1 Additional bracing for truss system, e.g.
Apply plates to both sides of truss
. stability
and securely seat.
diagonal or X -bracing, is always required. See BCS11.
2. Never exceed the design loading shown and never
2 3
stack materials on inadequately braced trusses.
TOP CHORDS
CI -2 C2-3
vide copies of this truss design to the building
4
designer, erection supervisor, property owner and
WEBS
all other interested parties.
0
X - 0
4. Cut members to bear tightly against each other.
For 4 x 2 orientation, locate
T
U
plates 0-1h.' from outside
0-
5. Place plates on each face of truss at each
edge of truss.
O[N
C7-8 C&7 CS -6
.
�int and embed fully. Knots and wane atjoint
.
BOTTOM CHORDS
locations are regulated by ANS151311.
*This symbol indicates the
8 7 6 5
6. Design assumes trusses will be suitably protected from
required direction of slots in
the environment in accord with ANSI/TP11.
connector plates.
7. Unless otherwise noted, moisture content of lumber
Plate location details available in MiTek 20/20
shall not exceed 19% at time of fabrication.
software or upon request.
JOINTS ARE GENERALLY NUMBERED/LETrERED CLOCKM 'SE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST T6
8. Unless expressly noted, this design is not applicable for
THE LEFT.
use with fire retardant or preservative treated lumber,
PLATE SIZE
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
9. Camber is a non-structural consideration and is the
The first dimension is the width
4 x 4 to Second
NUMBERVILETTERS.
responsibility of truss fabricator. General practice is to
perpendicular slots.
camber for dead load deflection.
dimension is the length parallel
to slots.
10. Plate type, size, orientation and location dimensions
CONNECTOR PLATE CODE APPROVALS
shown indicate minimum plating requirements.
LATERAL BRACING
11. Lumber used shall be of the species and size, and
Indicated by symbol shown and/or
BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
in all respects, equal to or better than that
by text in the bracing section of the
specified.
output. Use T, I or Eliminator bracing
if indicated.
ICBO 4922,5243,5363,3907
12. Top chords must be sheathed or purlins provided at
:
spacing shown on design.
BEARING
SBCCI 9667,9730,9604B,9511, 9
13. Bottom chords require lateral bracing at 10 ft. spacing,
Indicates location where bearings
13
rjr s, i no ceiling is installed, unless otherwise noted.
TyOns
(supports) occur. Icons vary but
4 not shown are the responsibility of others.
indicatesjoint
reaction section
number where bearings occur.
Mnm a
1015 ndtlla-Ut gir alter truss m ember or plate without prior
i. roval of a professional engineer.
16. Install and load vertically unless indicated otherwrise.
Industry Standards:
11eK
ANSIfTP11: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCS11: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
MiTek Engineering Reference Sheet: IVIII-7473
@ 2004 MiTekO
"p- F1 W-04
Ix4 CONT BRACE AT BRACE
MEM3ER5 LONSER TRAM 12"
ATTACH AT MIDPOINT OF BRACE
W 2-Dd HAILS
6ABLE END STLV
2x4 HF 5TRONSBACK
(NAIL TO LEDGEIR
JAV lod a 12' OLJ
2x4 HF LhD6M (NAIL
TO VERTICAL W 10d
NAILS)
NOTE: THIS DETAIL MAY BE 1,15ED FOR
Tmr-6m KTH PITCHED ac. ALSO.
(0) OPTION To K5 PLATIN& UBE (5) - 2'
KRE STAPLES (0012 VIAJ15 GA)
TOENAILED THRIJ C+IORD INTO INES 4
THRI) K5 INTO CWRIP ON ONE FACE
FOR A TOTAL OF 6 STAPLES. (PI).
(51) 4 (HI) HJST BE PLATED.
ARf,
11A
IBM
RBL
2xb VIA50NAL
BRACIE o 4&'OL.
Aa5 BRACE TO FLAT
H-3 AT 48' O.C.
NOTE: 6A5LE END DES16H BMW
ON -5 KIH KNO, E)(P05LRE. 13*
AT 0-25 FEEr MEM HE16W
2A 5LXk
2x4 F.L. OR HF. #2 OR
5TR. STRON6BACK BRACE
5-10d
HAILS
EAC44 END
b -10d C40MMOR
NAILS
MAX LMRACED LEN6TH
OF &ABLE END STUD.
(2x4 FIR-LARLH)
- STAWARD = 5�-Il*
- 01 AND BTP, = I' --q*
16" O.G. t-iAX.
Q
Z)
To LL 30.0 PSF
Tc, DL 15.0 PSF
E30 OL PSF
136 LL 0.0 p5F
TOTID. 50.0 P5F
DLRFAC. 1.15
r(M OF -M MTAIL Date: 10-1&-0:2 Gary Hawkins
JOB NAME Lomffuopumm Drawn: AK AROHITECT
(530)892-2700
GITY, 5TATE C-HIW, CAUFMNIA Job no.: 02-11 A 1370RDGEWOODDR-STE.10 FAx:(530)893-0532
CHICO, CA 95973 garyarchOsbcglobalrmt
MiTek Industries, Inc.
7777 GNSENBACK LANE
SURE 109
C[TRUS H�IGHTS CA 95610
USA
MiTek PAX (916) 676 1909
TELEPHONE (916) 676 1900
October 31, 2005
4
Longfellow Lumber
89 Loren Avenue
Claico, CA 95928
11E: Trusses supporting A.C. Loads
i
h4iTek Industries, Inc. tniss designs are adequate to support tip to an additional
150 pounds -per tru- ss due to mechanical. loads. If this load falls at a panel point,
no revision to the engineering is necessary. If it falls in between panel points, a
2X scab of equal size and grade as the top cord is -required for the, fall panel length
carrying the load. Attached with I Od nails at 12" o.c.
These. rules only apply to residential 2' o,r,, truss applications with greater than 3/12
pitch. For commercial building span of truss sliall be limited to 30'- 0" maximum.
If you have any qxiestions, please call meat 1-800-772-5351.
Sincerely,
ON
(90
C049919 .4-7
EXP 9-30-06
IL
OF
Redo -ng (Ray)Yu, P.E./SZ.
Regional Vice President
Western Engineering Operations
RY/ek
Job
Truss
truss Type
Uty
Ply
Croman Addition
CROM0118
At
KINGPOST
Job Reference (optional)
0.- 3 — 14 4— M I I UK inousmes. inc. we o jan i a iu:i4:4b ;iuub i -age i
-2-0-0 7-3-0 14-&0 16-6-0
2-0-0 7-3.0 7-3-0 2-0-0
Scale c 1:30.0
4X,3
3
LUMBER
TOP CHORD 2 X 4 DF No.11 G
BOT CHORD 2 X 4 DF No.1 G
WEBS 2 X 4 DF Slid G
REACTIONS (lb/size) 2=579/0-5-8, 4=579/0-5-8
Max Horz 2= 1 3(load case 3)
Max Uplift2=-55(load case 3),4=-55(load case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/32,2-3=-841/32,3-4=-841/32,4-5=0/32
BOT CHORD 2-6=0/741, 4-6=01741
WEBS 3-6�1131273
BRACING
TOPCHORD Sheathed or 6-0-0 oc; pudi ns.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead
load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of
dimensions 18 ft by 15 ft with exposure B ASCE 7-93 per USC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If
porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) A plate rating reduction of 20% has been applied for the green lumber members. I
LOAD CASE(S) Standard
,& WARNING - 1101111 of-ig. p—mcers and RZ.4D NOTES ON TIUS AND JNCLUDZD AUTEK P"ERENCE PAGE IM -7473 EEPORE USE.
Design valid for use only with Mlek connectors. This design Is based any upon parameters shown. and Is for an individual building component.
Applicability of desIgn paromenters and proper Incorporation of component Is responsibility of buildirog designer - not truss designer. Bracing shown
is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibililty of the
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control. storage. delivery. erection and bracing, consult ANSI/TPII Quality Criteria. DSB-89 and BCSII Building Component
Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison. WI 53719.
-sz
A,
9?,o ESS/
S.
C,
C 046 3
EX '� 7
OF
anuary 18,2006
7777 Greenback Lane
Suite 101ghts. CA. 95610
Citrus H Ell
iTek
4.00F12
2
4
6
6
�.4
1.5x4 11
3x4
7-3-0
1.$-6-0
7-3-0
LQ—kPING (psf)
270�O
cSI
DEFIL
in
(loc) I/defl L/d
PLATES GRIP
TCLL
16.0
Plates Increase 1.25
TC 0.31
Vert(LL)
-0.05
4-6 >999 240
MT20 220/195
TCDL
10.0
Lumber Increase 1.25
BC 0.32
Vart(TL)
-0.09
4-6 >999 1180
BCLL
0.0
Rep Stress Incr YES
WB 0.11
Horz(TL)
0.01
4 n/a n/a
BCDL
7.0
Code UBC97/ANS195
(Matrix)
Weight: 49 lb
LUMBER
TOP CHORD 2 X 4 DF No.11 G
BOT CHORD 2 X 4 DF No.1 G
WEBS 2 X 4 DF Slid G
REACTIONS (lb/size) 2=579/0-5-8, 4=579/0-5-8
Max Horz 2= 1 3(load case 3)
Max Uplift2=-55(load case 3),4=-55(load case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/32,2-3=-841/32,3-4=-841/32,4-5=0/32
BOT CHORD 2-6=0/741, 4-6=01741
WEBS 3-6�1131273
BRACING
TOPCHORD Sheathed or 6-0-0 oc; pudi ns.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead
load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of
dimensions 18 ft by 15 ft with exposure B ASCE 7-93 per USC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If
porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) A plate rating reduction of 20% has been applied for the green lumber members. I
LOAD CASE(S) Standard
,& WARNING - 1101111 of-ig. p—mcers and RZ.4D NOTES ON TIUS AND JNCLUDZD AUTEK P"ERENCE PAGE IM -7473 EEPORE USE.
Design valid for use only with Mlek connectors. This design Is based any upon parameters shown. and Is for an individual building component.
Applicability of desIgn paromenters and proper Incorporation of component Is responsibility of buildirog designer - not truss designer. Bracing shown
is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibililty of the
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control. storage. delivery. erection and bracing, consult ANSI/TPII Quality Criteria. DSB-89 and BCSII Building Component
Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison. WI 53719.
-sz
A,
9?,o ESS/
S.
C,
C 046 3
EX '� 7
OF
anuary 18,2006
7777 Greenback Lane
Suite 101ghts. CA. 95610
Citrus H Ell
iTek
Job
Truss
-NK -S I ype
uty
Ply
CromanAddiflon
R19770349
CROM0118
A2
I '. I
I I
I
�
Job Reference (optiona )
'--. I... -... --.' � .......... —
4-3-9
7-3-0 10-2-7 14-6-C
2-11-7 2-11-7 4-3-9
5X8
3 -
Scale = 1:23.5
7x6 = 7x6 =
5-3-6 3-11-4 5-3-6
Plate Offsets KY): 11:0-54.0-2-01,[5:0-5-4,0-2-01.[6:0-3-0,04-81,[7:0-3-0.0-4-81 —
LCADING(psf) SPACING 2-0-0 CS1 . DEFL in (too) I/defl Ud PLATES GRIP
TCLL 16.0 Plates Increase 1.25 TC 0.69 Vert(U-) -0.15 6-7 >999 240 MT20 220/195
TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.30 6-7 >556 180
BCLIL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.06 5 n/a n/a
BCDL 7.0 Code UBC97/ANS195 (Matrix) Weight: 64 lb
LUMBER BRACING
TOP CHORD 2 X 4 OF No.I&Btr G TOPCHORD Sheathed or 2-1-4 oc puffins.
BOTCHORD 2X6DFSSG BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 OF Stol G *Except*
3-7 2 X 4 OF No.1 G, 3-6 2 X 4 OF No.1 G
REACTIONS (lb/sIze) 1=3075/0-5-8,5=307510-5-8
Max Horzll�10(load case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOPCHORD 1-2=-6535/0,2-3=-6419/0,3-4=-641910,4-5=-6535/0
BOTCHORD 1-7=0/6172.6-7=014484,5-6=0/6172
WEBS 2-7=-153/22, 3-7=0/2501, 3-6=0/2501. 4-6=-153/22
NOTES
1) Unbalanced roof live loads have been considered for this design. 40
2) This truss has been designed for the vAnd loads generated by 75 mph vAnds at 25 ft above ground level, using 10.0 psf top chord dead
load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of
dimensions 18 ft by 15 ft With exposure 8 ASCE 7-93 per UBC971ANSI95 If end verticals or cantilevers exist, they are exposed to VAnd. If
porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent Wth any other live loads.
4) A plate rating reduction of 20% has been applied for the green lumber members.
5) Girder carries tie-in span(s): 25-0-0 from 0-0-0 to 14-6-0
6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plo
Vert: 1-5=-386(F=-372),1-3�52,3-5=-52
(OD
LU
C/046433 r. -
'January 18,2006
Afi, WARNZNG - Ver(ity design panarneters and READ NOTES ON 719S AND JNCLEFDZD hOTEK REFERENCE PAGE MH 7473 BEFORE USE 7777 Greenback Lane
S Ito 109
Design valid for use only vAth MITek connecton. This design Is based only upon parameters shavon. and Is for an Individual building component. cu
Applicability of design poramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shosvn Itrus Heights, CA, 95810
Is for lateral support of Individual voeb members only. Additional temporary bracing to Insure stability during construction Is the responsibillily of the
erector. Additional perintonent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSIII Building Component
Solely Inforsnation available from Truss Plate Institute, 583 D'Onoftio Drive. Madison, VVI 53719. MiTek
1C, NOTES
RESIDENTIAL
PERMIT NO. -�4-7-5'W-0433- - - —0-4---275f5---'�
CROMAK, MICHAE-L.
14286 HWY 99, CHICO
Cont: BCM CONSTRUCTION
NEW PRI DET GARAGE/SHOP
Jj
SPECIAL CONDITIONS
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SP-E.CIAL-1,N.S.P-EC-TION-l-T-EM�S — — — =-
- vi OFFICE COPY i
F--
- U' Address
GAS
Met er By Date
ELE"CTRIQ
Meter By
'4P__
IM
OB FINALED (Date)
Signature. C3 A�2
4 = OK
0 = Not 'OK
- = Not Applicable
. = Not Ready
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Pla(is) OK except #'s
1 .
Zoning Req uirements-Setbacks- Easements
2.
Soils; Special MH Support Sketch
3.
Sewer; Location -Test -Fall -C/0 -Concrete
4.
Water; Location -Test- Easement Needed (Sketch)
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap;-/ P' L 'ft.
/ P Nat. or/ P' L "ft./ PLPG
7.
Well Clearance & Disconnect
8.
Utility Clearance
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
1 .
Zoning Req u i rements-Setbacks- Easements
2.
Footings; Size -Spacing- Marriage Line
3.
Gas; MH Test -Demand -Valve -Connector
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
5.
Drain; MH Test -Fall -Flex Connector
6.
Water; MH Test- Regu lator-Connector
7.
Water and Sewer Connected -C/0 to Gracle-HD Approval
8.
Gas and Electricity Tagged
9.
Tie Downs -Type -installation Cert.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy'
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PERMANENT END SYSTEM (ONLY)
1 .
Zoning Req uirements-Setbacks- Easements
2.
Footings; Size -Spacing -Marriage Line
3.
Blocking
4.
Gas; MH Test- Demand -Valve
5.
Electricity; MH Test
6.
Water; MH Test
7.
Water and Sewer Connected
8.
Gas and Electricity Tagged
9.
Exits
10.
License Decals
11.
Verify #'s with Office
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
PfliSCELLANEOUS
Date DEC% g.OVERS, CARPORTS, GARAGES (Plans) OK except #'s
Ue7�eftg Requirements -Setbacks -Easements
90"Footings; Soils-Size-Depth-Spacing-Connectorlsqt5e�eZ-
3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts- Beams- Rftrs-Connectors
Shthg - Frg- Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Vports; Windows -Doors
4F,."El!2�ic
A,-fr'mq.; Sills-Anchors-Studs-Rftrs-Trusses
W
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distance-GFI
5. Elec.; Pool Lighting; 15 Volts-GFI
6. Elec.; Enclosures; Conduit Entries -Term i nals- Listed
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes-Enclosures-Panelboards-Ins. to Main Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
11. Light Niche
12. Enclosure; Fencing -Alarms
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
4 = OK
0 = Not OK
- = NotApplicable
. = Not Ready
RESIDENTIAL (Single & Duplex)
Date UNDERFLOOR (Plans) OK except #Is
1 .
Zoning -Setbacks- Easements- Flood -Slope
2.
Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
3.
Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4.
Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
5.
Stemwalls, Main; Steel -B lockouts -Wrapped
6.
Sternwalls, Garage; Steel- Blockouts-Wrapped
6a.
Hold Downs and Special Anchors
7.
Slab, Steel -Wrapped
8.
Piers -Fireplace Ftg.-Steel
9.
D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test
10.
UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
11.
Water Pipe; Test -Anchors- Reg ulator-Service Test
12.
Electric Underground
13.
Plenums & Ducts; Clearance- Material -Support- Ins.
14.
Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
15. Access & Ventilation
16.
Insulation
Date
FRAMING (Continued)
Date
Hangers -Post Caps -Anchors -Connectors
Card B-1 Date Card B-1
Date
Cling. Joist-Rftr. Ties- Pu rlin- Roff Brac.-Truss-Shting.-Rtng.
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
17.
Water Htr.; Vent -Access -Combustion Air Baffle
18.
Water Pipe; Test & Anchor -Nail Protection
19.
D.W.V.; Test Fittings & Anchor -Nail Protection
20.
Shower Pan; Test, First Floor -Tub Access
21.
Test Tub & Shower, Second Floor -Tub Access
22.
Gas Pipe; Sixe & Anchors
23.
Fire Sprinkler; Test
-57.
Siding -Nailing Veneer
Date
58.
Card B-1 Date Card B-1
Date
-59.
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
Shear Walls; Nailing -Bolts
24.
Fixture & Transformer Clearance -Ins. Protection
Brace Interior/Exterior Wall Panels
25.
Elec. Receptacles Spacing -Lights & Switches at Doors
Insulation -Walls -Ceilings
26.
Size Boxes & No. of Conductors Stapled
Date
27.
Romex Installed Close to Edge of Studs & C.J.
Date
28.
Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
Date
29.
2 Appliance Circuits in Kitchen & Conductor Size GFI
64.
30.
Subfeed Wire Size/ /ga. Cu or Al-A.C. Wire Size/ /ga Cu or Al
65. Smoke Detector
31.
Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or Al
Insulated Neutral Q Yes 0 No
Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor- Ducts- Mech. Protection
32.
Service -Riser Conductors & Ground Main Disconnect
Bedroom Exiting
33.
Equip. Clearances Panels- Motors- M ech. Equip.
G.Fl. & Bath Fixtures & Tub Access -Spa
34.
Clothes Closet Light -Shower Light -Spa Light
Elec. Trim & Subpanel, Breaker Sizes & Labels
35.
Smoke Detector
Stairs & Rails
71.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #'s
74.
36.
A.C. Ducts Insulation & Support
75.
37.
Vent Fan, Exhaust above insulation
76.
38.
Condensate Drain & Overflow, Size & Grade
77.
39.
Furnace -Vent Access -Comb. Ait- Return Air Vent 115 Outlet
78.
40.
Attic Access & Platform if Furnace in Attic
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FRAMING (Permit) OK except #'s
81.
41.
Sills Proper Materials & Anchors
82.
42.
Walls Studs -Nailing Spacing & Braces -Plates -Sound
43.
Bearing Walls over Girders & Floor Nailing
83.
44.
Draft Stop in Walls (rat pr000
84.
45.
Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
85.
46.
Headers & Beams -Size & Bearing
Date
FRAMING (Continued)
47.
Hangers -Post Caps -Anchors -Connectors
48.
Cling. Joist-Rftr. Ties- Pu rlin- Roff Brac.-Truss-Shting.-Rtng.
49.
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
50.
Attic Access; Size & Romex Protection- Draft Stop -Ins. Baffles
-51.
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
52.
Garage Fire Protection Framing -RC Channel
-53.
Property Line Firewall & Openings
54.
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
-55.
Stairs; Width- Headroom- Rise- Ru n- Land ing- Fire Protection
56.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
-57.
Siding -Nailing Veneer
58.
Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access
-59.
Glazing Area -Glass Protection -Skylights -Plastic
60.
Shear Walls; Nailing -Bolts
61.
Brace Interior/Exterior Wall Panels
62.
Insulation -Walls -Ceilings
63. Infiltration-Walls-Winclows
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #s
64.
Ext. Steps -Door & Sidelight Protection- Landings
65. Smoke Detector
66.
Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor- Ducts- Mech. Protection
-67.
Bedroom Exiting
68.
G.Fl. & Bath Fixtures & Tub Access -Spa
69.
Elec. Trim & Subpanel, Breaker Sizes & Labels
70.
Stairs & Rails
71.
Fireplace or Stove, Clearance- Hearth
72.
Elec. Outlets at Wood Panel, Int. & Ext.
73.
Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
74.
Elec. Outlets & Receptacles at Kit. Counter
75.
Garage Fire Door; Swing -Landing -Closure
76.
A.C. Duct in Garage -Damper
77.
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-RRY
in Garage; Above Floor-Mech. Protection
78.
Plb.; Elec. & Mech. Equip. Listed for Location
79.
Elec. Receptacles in Garage (FFI.)-Romex Protection
80.
Insu lation- Foam -Looked in Attic
81.
Guard Rails & Deck Construction -Post Caps
82.
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor 0 Yes
83.
Following Instld./Drive Q Yes Q No/Walks 0 Yes Q No/Planters a Yes Q No
84.
Stucco Brown -Finish
85.
A.C. Unit Disconnect, Electrical- Plumbing
86.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
87.
Water Well, Disconnect, Electrical, Plumbing
88.
Exterior Elec. Trim, G.F.I. Receptacle -Underground
89.
Ventilation Throughout House
90.
Glass Protection
91.
Corrections from Previous Inspections
92.
Gas Test -Meters Tagged, Gas -Electric
93.
Water & Sewer Connected -C/O to Gracle-HD Approval
94.
Energy Compliance Certificate -Other Certificates
95.
Address Posted
96.
Fire Sprinkler
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments
at Final:
APPLIED TESTING CONSULTANTS
MATERIALS ENGINEERING - TESTING AND INSPECTION
CERTIFICATE OF BOLTING INSPECTION'
Date:4-15-05
Client: Comfort Air & Electric
14286 Hwy 99N
Chico, CA 95973
Project: Comfort Air & Electric
Inspector: A. Joiner
Bolt Size
Req'd Tension
Test Torque
Turn of the Nut
Impact Test
(in dia)
-- — (Ibs) - -
ast snug) —
(sec) -
V2"
12,000+5%
n/a
1/3
n/a
3
/411
28,000+5%
n/a
1/3
n/a
DESCRIPTION OF WORK
Arrived at the j obsite at 0845 hrs. to perform special inspection of high strength bolting at the ridge and
haunches.
Before tightening the bolts we verified that the materials used in this assembly were in conformance with the
requirements of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC
Specifications. The bolts used in this structure are 1/2 & 1/4diameter A325 grade high strength bolts without
hardened steel washers beneath hardened steel nuts.
,N6 washers were used in this assembly, so the Tum -of -Nut Tightening method was used per Section 8(d)(1). A
representative sample of 3 bolts from each diameter, length, and grade used in this structure were tightened in the
Skidmore Wilhelm tension -indicating device. This was done to verify the estimated snug -tight condition and to.
ensure that the controlling turns past snug -tight per Table 5 will develop a tension not less than five percent
greater than the tension required by Table 4 of the RSCS specifications. We also verified that there was no
rotation of any of the bolts during the tightening operation.
Each bolt assembly was installed and tightened to a snug -tight condition by the contractor prior to tightening.,
There were a total of 1/2x 32 and3/4x 74 bolts in the structure, all were tightened using the above mentioned
procedure.
Based on the above mentioned procedure, it is our judgment that all A325 high"KiBength bolts installed in the
I ."
structure have been properly tensioned in accordance with the RCSC SpdcifiEdt.-io.n'§-_for,' ctural Joints
AV,
contained in the AI C Manual for Steel Construction. Departed the job
A. Joiner V
Inspector C!038692ze,fti�- 3/31/07
ICBO # 5028458-85 1�*. 0 -AL." itr
Stntf,Rngineef�
3060 Thomtree Drive, Suite 10 ' Chico, CA 95973 * Telephone: (530) 891-6625 ' Facsimile: (530) 891-4243
q -
BUTTE
COUNTY
MAY 0 5 2005 INTER -DEPARTMENTAL MEMORANDUM
DEVELOPMENT
STU!CES BUILDING DIVISION, OROVILLE
FROM: ENVIR. HEALTH, CFlICO
DATE:
RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR:
OWNERNAME:_ elc,07 SEPTIC: WELL:
AP#: f_e0 -0 (1-3 ADDRESS/LOCATION:
Comments:
GL/memos/releasehold
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #: (530) 538-7541 FAX#: (530)538-2140
WEBSITE: www.buftecounty.netldds
PERMIT NO.
BP042625
LICENSED CONTRACTORS DECLARATION
I hereby affirm under penalty of perjury that I am licensed under
provisions of Chapter 9 (commencing with Section 7000) of Division 3 of
1
Issued Date: 12/02/2004 APN: 047-500-043-000
the Business and Professions Code, and my license is in full force and
effect. -7
License Class: License Number: --Y�il k5
Site Address: 14286 HWY 99 CHI
Date: Cont.cto,ZCXn LOn4rIt-+(011
Map Index:
Description: SHOP (3200)
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the
Contractors' State License Law for the following reason (Sec. 7031.5
Business and Professions Code: Any city or county which requires a
Owner: MICHAEL CROMAN ET AL
permit to construct, alter, improve, demolish, or repair any structure, prior
to its issuance, also requires the applicant for such permit to file a
BARBARA WAGNER
signed statement that he or she is licensed pursuant to the provisions of
14286 HWY 99
the Contractor's State License Law (Chapter 9 commencing with Section
7000) of Division 3 of the Business and Professions Code) or that he or
CHICO, CA 95973
she is exempt therefrom and the basis for the alleged exemption. Any
530-892-2125
violation of Section 7031.5 by any applicant for a permit subjects the
applicant to a civil penalty of not more than five hundred dollars ($500).):
1, as owner of the property, or my employees with wages as their
sole compensation, will do the work, and the structure is not
intended or offered for sale (Sec. 7044, Business and Professions
Applicant: MICHAEL CROMAN ET AL
Code: The Contractors' State License Law does not apply to an
owner of property who builds or improves thereon, and who does
such work himself or herself or through his or her own employees,
provided that such improvements are not intended or offered for
sale. If however, the building or improvements are sold within one
year of completion, the owner -builder will have the burden of
proving that he or she did not build or improve for the purpose of
sale.).
E3 1, as owner of the property, am exclusively contracting with
licensed contractors to construct the project (Sec. 7044, Business
and Professions Code. The Contractors' State License Law does
Contractor: BCM CONSTRUCTION COMPANY INC
not apply to an owner of property who builds or improves thereon,
and who contracts for such projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
L3 I am Exempt under Article 3 of the Business and Professions Code
2990 HIGHWAY 32 STE#100
CHICO, CA 95973
Date: Owner:
(530) 342-1722.
WORKERS'COMPENSATION DECLARATION
hereby affirm under penalty of perjury one of the following declarations:
License #: 737157
I have and will maintain a certificate of consent to self -insure for
workers' compensation, as provided for by Section 3700 of the
Labor Code, for the performance of the work for which this permit
is issued.
Architect:
I have and will maintain workers' compensation insurance, as
Engineer: WARING GROUP
required by Section 3700 the Labor Code, for the performance of
the work for which this permit is issued. My workers' compensation
insurance carder and policy number are:
Carrier:—
Total Square Ft: 3200 S.F.
I DC>OE
Policy oo
Valuation: $76,800.00
0 1 certify that in the performance of the work for which this permit is
Census Code:
issued. I shall not employ any person in any manner so as to
become subject to the workers' compensation laws of California,
and agree that if I should become subject to the workers'
compensation provisions of Section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
Date: vi, 46:��
00`
Applicant:
WARNING: Failure to secure workers' compensation coverage is
unlawful, and shall subject an employer to criminal penalties and one
hundred thousand dollars ($100,000), in addition to the cost of
compensation, damages as provided for in Section 3706 of the Labor
code, interest, and attorney's fees.
CONSTRUCTION LENDING AGENCY
This permit s re y issued under the applicable provisions of the Butte County CodA Pnrl/or
I hereby affirm that there is a construction lending agency for the
Resolutions to o work indicated above for which fees have been paid.
performance of the work for which this permit is issued (Sec 3097 Civ.)
I
ftf-1 (.:� - ;�L - <n,
Name:
Bv: Date:
PERT�E C�Z7-
)PIRES ON:
Address:
- (Date)
El I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage,
handling and use of hazardous materials.
(3 Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project.
13 Attached are copies of the required E.P.A. notification forms.
I hereby certify that I have read this application, that the above information is correct, and that I am the owner or he duly authorized agent of the owner. I agree to comply with
all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance o ny q icial form or document of Butte County. I hereby
rm or c
authorize representatives of Butte County to enter upon the above mentioned property for inspection purpos s
PrintName: ��,-77--,'
Signature: -
Date:
El Owner Contractor L3 Agent for Owner 0 Agent for Contractor
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
rERIVEL I ArrIALA IlUIN IYA I A L,3njvh I
OWNER: ASSESSOR PARCEL NUMBER6 4- -7 _5o ci
Proposed Building Use: ID -i an: Date:
Counter Technic
Items required in order to apply for a pfrmll, All Doxes MUST be checked OR marked NA in ord0o apply. -
1 . Site plans, 3 or 4 sets, signea by the preparer of the plans.
0 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.
':P� 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
0 4. Engineered truss details and layouts in duplicate. No faxes!
El 5. Lefler from Engineer or Architect for truss design review.
0 6. Energy compliance design and supporting documentation in duplicate.
El 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings.
8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in
duplicate.
I -D 9. Metal bldqs: 4) Metal Bldg Plans, (B�Fnd plans and calcs in triplicate, O'Elevations in triplicate. Floor plans in triplicate. All of these
must be stamped and wet -signed by the engineer.
0 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate
0 11. Site plan and business license approval from the City of Biggs
0 12. Letter of intent for non-residential buildings
13. Detached Accessory Building Form filled out by the owner
14. Hazardous Material Form
15. Sanitation and site plan approval from the Environmental Health Department in 0 Chico 0 Oroville, as applicable.
0 16. Other
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
17. Fire Sprinklers ............................................................................................
18. Agricultural Buffer cIr and site plan apr from the Ag Commissioner Sent by_..
0 19. Soils Report and/or Engineered Foundation required ........................................... ........
0 20. Erosion Control Plan Required ........................................................................ . ........
lor 21. Fees as shown on the attached Schedule of Fees Due Sheet ............... ... .........
0 22. City of Chico Plumbing permit ............................................... .........
4V 23. California Department of Forestry plan approval .2paid. Sent ...... VOL
0 24. Planning approval (A) Use:
_6�-(B)Parking:
_(C),Parce*ec�.. b9
0 25. Contact Land Development about - Improvements, - Drainage .........................
.X 26. NPDES Form .............................................................................................
0 27. Encroachment Permit for driveway from the Public Works Dept ...........................
0 28. Pre -Inspection for required .......
0 29. Contractor's license information. (Number, Name Style, Classification) ...................
0 30. Worker's Compensation Carrier and Policy Number ..................................
0 31. Owner -Builder Verification (_ Given to owner, -Mailed to owner) .....................
0 32. Letter of Signature authorization .................................. i ..................................
0 33. Recorded copy of Agricultural Acknowledgment Statement ........................ * .....
El 34. Manufactured home utility clearance ...............................................................
0 -35. Existing violations and/or expired permits ..........................................................
0 36. Deed Restriction ........... * .... *** ...... ****'* ... * ......
0 37. 0 Grant Deed, 0 M.H. Title/Statement of Facts, 0 Letter from Legal Owner, 0 Check to H.C.D. $
0 38. Other:
0 39. Other: e!:)
and hold for pickup.
When issued Telephone 1=7 es_n�
I
I have be4enimf4ored of the above items and requirements for obtaining a building permit.
Applicant- Date:
1. Index permi application for the above items numbered: Plan Check Letter
�29al items required
Contractor' designer, owner, was advised of the above data by &'phone, 0 mail, C3 counter, b Date: i.3L
c c or.
or, designer, owner, was advised of the above data by C1 phone, 0 mail, 0 counter, by Date -
Plans reviewed by: -Date: Plans approved by: � A I � I I � �/i Date e)
Structural reviewed tty: Date: i Structural approved by: V ILAV-�_ Date: Lr -
Note transfer by: -Date: 1��=l O�f
I - I I Yellow: Building Division
e� -2 -7 , 0 //
E.M. USE ONLY
4 Plot Plan Anoched
Floor Ron Attiachad
Sent to 8.0.
L4j /O/C< -
TO: Building Department C7
FR Environmental Health
SfjB.jECT: Sanitation Clearance
a V
Owner Location AP#
Plan Ap 'roved for: Sewage Disposal V/
p Water Supply: Public Private Well
Clearance for Awu". Other Z/O / X eQ " 1,U-eZ--,KS-A dxl L01 hOAh
I1�-Fir�f cleara�nce O�K. f�ar.'
Environ
8/96
ealth Specialist Date
z 1W.., -
�4
Department of Development Services
0 Building Division
0
0 0 7 County Center Drive
0. OmAk CA 95965
(530) 5384541 (530) 5384140 FAX
DETACHED ACCESSORY BUILDING
OWPMR'S STATEMWM OF USE
Plan review will not be started until this fbrm is completed, signed by the propetty owner, and
returned to the Butte County Building Division. Affaclied Accessory Buildingg aiid AdditiorAs
will be checked fbr residential m. Exception: Garages and Carports.
Owner Phone: 3qZ -Z_ ILS
Mailing Address 2 �Xo W�� ej 4 C V -N Z
Site Address:
Assessor's Parcel Number C�,—j .- Gcno- o -A-2-, Zone:
Mease answtr questions 1-16, and explain any yes answers lbr questions 2-14 in the q= pmvidod on pap 2 of
this foruL
GENERAL MFORMAMON:
1. Is them a primmy dwvlling on the property? Yes 9 No 13
2. Is &e structure already built, under construction, or under notice of code yiolatiou? yes [I Now
3. Will it= produced in ft building be offered for sale? Yes D NO E7
4. Will ft public bavt access to ft building? Yes NO"
5. Will any &d%vrt1*k& on or off site— be associated with the use of tws building? NO 9
SM CONDITIONS:
6. Is the suuctum foundation wid" 5' of Septic tank or 10' of leach lines? yes Non
7. Is any portion of the structure located closer dian 20'to your fmat property line? (:—l-;ts[nl No 01
,8. Do you plan to AM a driveway oir modify existing 2 to a county maintained road? yes 0 No a
9. Will the proposed structure: encroach wid" any recorded msawnt? Yes 0 NO 0
CONSTRUCTION FEATURES:
10. W'dl this building bavt insulated floor, walls� or ceiliq7 yes [I No El
11. Will this building be heated or cooled? Yes El No fg
12. Mill IMs building hwe a water closetWet? (:� 11
13. Will this building bm a siAk? No
14. Will tids building lim a water lmteO es
��ff No.
15. What qW of floor wyering %ill the Wilding haye? IA� e-
16. What t* of uall covering will the building hayt?
OVER
PROPOSED USE: (check only one box)
1. 0 Residential Storage Sbed - I will be storing
" not be used for any other purpose (no bathroom and Do heating or cooling). in this building and it will
2... 0 Private GarAg�c - -A building or a Portion of a building not mom that 1,000 quare fed (3.00D by
&xception) in area 10 wWch only nxXor vehicles used by Wmr& of the Wilding or buildings Ca the P=I= am
stored or kept," AMMLe—ftLmmMMffA
3. oResidentlajuu-Port-Acovered --
rAgkrjy oven- structure for PafUM Of VcWc& Two or mo sides mug be
4. A31teadential O=Panlcy - Sauctures meant to be CCQTIA as opposed to a storage shed. PraM or carport
Ifyou Chedcad IN. Please check die uses below which beg fit this buU&C,
0 GuestHmse 0 Pool Hme, 0 Stuft Aputment 0 "w quarters
0 Recreation Room 0 Cmw Room El Study El Ubr.Uy
0 Bonus Room 0 phyroom 0Den
0 Artist Soj&o 13'HobbyRood, 0 Caft Room 0 Studio
0 Canning Kitchen EyMusic Room FAmilyRoom 0 sewing Room
0 Private Office ,�odcshop 1 0 Sun Room
How Occupancy 2 00ther—Irm-
1. Dmaq,* " orw-bhop
"M bt IWVVW by The auut Coway
runnin
Explanations: This area is for =phnatlon of anY "Yes" answers on questions 2-14. Hease indicate the
number before the explanatiorL question
-T VWLQ-
AA--
SL t.
Additional Informatiom
Plan review will not be started until this form is completed and received. A Plaju From . Iner wig contact the
owner with specific requirements per the use Indica"
I hearby aftim Under PCW1tY of pe4ury that the above laOrmadOD is true and Correct I underaud *a Imy changes
to the use� or dwactm of use-, of this building will require pennits from the Permitting Auda*. I understand that
Real EMte Disclowre: laws require (W0$Um of this information if or when the proputy is offered for ak
O-Amer's Name: Please Print in (cc -
Owner's Signature: Date:
TY 0 0 UT 0 0
A,
BUTTE COUN
0 0
4� 0
0
AGRICULTURAL BUFFER NOTIFICATION AND/011f.
UNUSUAL CIRCUMSTANCES REQUEST
61, A.'
Butte County requires a 300 foot buffer between neighboring agricultural operations and A i ence. This
dimension is based on environmental assessments and studies. The Agricultural Commis ner may identify
unusual circumstances where the 300 foot buffer cannot be met on existing parcels. Thi exception is not
available for lots being created, divided or subdivided.
Owner or Authorized Agent must complete the following and return w
Development Services Department, 7 County Center Drive, 0
Name:
Mailing Address:
E -Mail address '5CO t+-,P—
Assessor's Parcel Number:
, C0nAr"(_kkU,-, . C. -n
0--t-1 -Soo - 0 -13
Reason you believe you qualify for the unusual
40 CP 15_rv�_ t 1 5
0�
e required site plan to:
lie, CA (530) 538-7601
3+Z- 1�7 *2
nu
V
a
, - 2 -7 -
O%'10ner or Authorized Agent's signature Date
UNUSUAL CIRCUMSTANCES DEFIN/ITIN:
I
An exceptional or extraordinary conditio where the existing lot size or shape or an existing improvement
(well, septic systems, structures etc.) oes not allow for the standard condition of a 300 -foot buffer zone.
SITE PLAN REQUIREMENT: subpilt 4 copies with this form
Refer to the Site Plan Submittal �dndout for specific requirements
.........................................
Internal Dept. Contact Inf
El Env. Health �n
Contact Person:
[I Building 0 Other
Phone:
............ ........................ :W ............ i .................................................................................................................................
For Agricultural Commis ioner o ice use only: (to be completed after submittal )
" ' Exception Recommended
El Exception NOT Recommended
MINISTERIAL PERMITS (Building)
Exception Granted with the
following conditions:
Reason/Conditions/Specific setbacks from adjacent agricultural operations:
Agricultural Department Signature: Date: —
�__�C 7/1/03
911%
.0 1 Departmentof Public Works
C o u n t y o f B u t t e
ID
0 LAND DEVELOPMENT DIViSION
.0 J. Michael Crump, Director Storm Water Management Program
0
0 7 County Center Drive
Oroville. CA 95965
(530) 538-7266
(FAX) 538-7171
National Pollutant , Discharge Elimination System (NPDES) Phase 11
Construction Storm Water Permit and Storm Water Pollution Prevention
Plan (SWPPP) Acknowledgement fLESS THAN 1 ACREJ
Project Description: x6o (Y\Lo-4-c,,, 1 14,� wof-\,-- 5 �zP
Project Location and/or Parcel Number: SOO - C-43
By signing below, 1, the project owner/owner's agent, certify that this project WILL NOT DISTURB
I acre or more of land and that I, therdbre, do not need to apply for a Construction Storm Water Permit
from the State of California Regional Water Quality Control Board.
I am aware that submitting false and/or inaccurate information or failure to apply for a Construction
Storm Water Permit from the State of California Regional Water Quality Control Board for a project
that disturbs one acre or r�ore of land may result in revocation of grading and/or other permits or other
sanctions provided by lhw.
.1 -
Signed:
Title:
Date:
Less than I Acre NPDES & SWPPP Compliance Certification
Butte County Storm Water Management Program
Revised 5/12/04
SITE PLAN REVIEW APPLICATION
Date: AP# 0 q 7
Permit Number (if applicable) Bin Number
b P #
APPLICANT INFORMATION Parcel Size:
Owners Name:
Owners Address: _/V-U�/' 9'0�j
Telephone No.: Sag - aa f -
Situs Address:
Proposed Use:
Residential
F-1 New Single Family Residential
F] Single Family Addition
Mobile Home
Residential Accessory
Permanent Second Dwelling
n'Temporary Mobile Home (Aunt Minnie)
F1 Temporary Travel Trailer
n Multi -family
F� Single Family Remodel
Non-residential 4e
NewCommercial
F-1 Commercial Addition =omrnterciatkemodel
F� New Industrial
F] Industrial Addition F1 Industrial Remodel
Other
F-1 Septic
Fj Agricultural Exempt Building
[] Other:
N,
Brief Explanation (if necessary): ?k
R Well
NJ Agricultural Buffer Fo�RE] ApplicableE] -N/A
' R.14, 1411t LIZ4104-C_ 4(_
)pat" v-)457_5 DO NOT WRITE BELOW THIS LINE f
DEVELOPMENT SERVICES INFORMATION (For Staff Use)
Approved 'KConditionally Approved �esolve Problems Prior to Approval
Site Plan Stamped Apprioved AP4, #,k- �(z4w-p
-Tor
.By Date 0_'5a
Page 1 of 5
ALL ITEMS CHECKED APPLY TO THE PROPERTY
Parcel Is In:
F� Snow Load Area: WA
Land Conservation AdMinimum Acreage: El Verif esidence can be built per contract
Nitrate Action Plan (See Environmental Health for standards) yr 1
Watershed Protection Overlay Zone (See attached standards and requirements)
Expansive Soils (Test for expansive soils and if verified proper foundation design required)
F] SRA - (CDF to determine specific requirements)
100 -Year Flood Plain: (See attached)
Flood Zone:
jv.
Flood Panel No.: Index Date:
F1 Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board)
El Feather River Reclamation District (Approval must be obtained from the California Reclamation Board)
North Chico Specific Plan (See Development Fees Section and attached standards and requirements)
Chapman/Mulberry (See attached standards and requirements)
Cohasset Area (See attached standards and requirements)
E:1 Grading Zone (See attached handout)
Use Requires:
Use Permit El Minor Use Permit Administrative Permit
Minor Variance R Variance
-------- ; -------------------------------------------------------------------------------------------------------
El Detached Building Use Form [] Encroachment Permit
F1 Agricultural Worker Affidavit E] Agricultural Acknowledgement Statement
zoning: 5,#e—1 IA,12 P*A
Applicable Building Setbacks:
F-1 Setbacks drawn on site Plan. F CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
Zoning Code
Streets & Highways
Fire Prevention
Subdivision Map
Front
C�5 1
04-1-1
Side
Side Street
Rear
4
Height
Waterway
N/A
N/A
N/A
F-1 Setbacks drawn on site Plan. F CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
�i
Applicable Development Fees:
Standard Fees Amount
F� Fire
[ I School*
F-1 Parks/Recreation
F-1 Roads
F-1 Sheriff
D riainage
F� NCSP/CSA 87
F-1 Chico Urban Area - Road
F-1 Thermalito Drainage Area,
F� Thermalito Urban Area
F1 Other
---------- ----------------------------
Subdivision Map Special Fees
F-1
Water Tender
F�
Road Improvement
F-1
North Oroville Area
F-1
Other (per map)
Formula
Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of
the building pernut.
Parcel Created By
F1 Deeds:
Date of Creation: Legal Access Provided: [I No D Yes
Deed of Reference: Legal Access Required E] No El Yes
Parcel Frontage on Publicly Maintained Road: E] No F-1 Yes, Road Name:
Complies with County Standards for Deed Creatioin:0 No El Yes
Comments:
Parcel Deemed to be legal P
F-1 Verify Legal Parcel E] Verify Legal Access F� Provide Deed of Creation
[] Obtain a Certificate of Compliance
F-1 Obtain a Merger [:1 Obtain a Lot Line Adjustment
F-1 Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23).
F� Construct road to: E] Meet Parcel size required by zone
Meet current Environmental Health Department requirements
Page 3 of 5
F-1 Subdivision ME/Parcel MaR:
Map Date of Recording:
Lot: Book: Page:
F -I Use Permit/Minor Use Permit
Permit Number:
Date of Approval:
Parcel Map/Subdivision Map[Use Permit Conditions
[I Comply with the following Conditions of Approval:
F� Meet the Fire Safe Regulations of Butte County and P.R.C. 4290
F-1 Automatic fire suppression sprinkler systems shall be installed in accordance with the
National Fire Protection Association Standard for installation of sprinkler systems in one
and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized
community water system, with hydrants that meet the Fire Department specifications, serves
the parcel.
F-1 Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission
requirements of the California Clean Air Act of 1988, as amended.
F� Provide an erosion control plan for building and land disturbance. The Erosion Control Plan
must be prepared by a. registered civil engineer or other qualified professional and be
submitted to and approved by the Department of Public Works.
Fj In lieu of a pressurized water system or water storage tank, payment into the appropriate
Battalion Water Tender Fund may be required.
Measures shall be taken to control fugitive dust emissions from all driveway and other civil
construction associated with residential development. Approved dust control measures are
found in the fugitive dust control plan for the site approved by the Butte County Air Quality
Management District, a copy of which can be obtained from the Butte County Department
of Development Services, Building Division."
Engineered foundations are required.
Class A roofs are required.
F—I Property owners responsible for road maintenance, and stop sign maintenance.
INS
Page 4 of 5
�6
x
I
Summary of Specific Requirements:
This information provided in this summary is based on the application information and on the best available data at the time
of review.
CAI-arrys\Building Permit Site Plan Reviewl.doc
Page 5 of 5
9. __ _- '*�_
CDF FIRE SAFE REQUIREMENTS
047-500-043 BP -04-2625 Croman
AP# PERMIT # NAME
Under authority of PRC 4290, the following checked items are required by the Butte County Fire
Department and made a part of this permit. These requirements are minimums and will be
superseded by Butte County local regulations which equal or exceed these standards. Field
inspections will be made by the Butte County Building Department for compliance.
P(] 1272.00 maintenance of Defensible Space. To ensure continued maintenance of
properties in conformance with these standards and measures and to
assure continued avail -ability, access and utilization of the defensible
space provided for in these standards, annual maintenance must be
provided for by the land owner.
Drivewav Standards
[XI 1273.02
Surface. All driveway surfaces and structures 1273.07 (bridges,
culverts and other appurtenant structures which supplement the roadway
bed or shoulders) shall provided unobstructed access to conventional
drive vehicles, including sedans and fire apparatus weighing up to
40,000 pounds.
Pq 1273.03
Grade. Not to exceed 16 percent unless paved.
1273.04
Driveway Radius
1XI
1 No roadway shall have a horizontal inside
radius of curvature of less than 50 feet and additional -surface
width of 4 feet shall be added to curves of 50-100 feet radius; 2
feet to those from 100-200 feet.
Pq
2. the length of vertical curves in roadways
exclusive of gutters, ditches and drainage structures designed to
hold or divert water shall be not less than 100 feet.
[X] 1273.05
Turnarounds. If required, will have a minimum
turning radius of 40 feet from the center of the road.
[)q 1273.05
Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a
minimum 25 foot taper on each end.
Pq 1270.10
W idth.' All driveways shall provide a minimum 10 foot traffic lane and
unobstructed vertical clearance of 15 feet along its entire length.
[)q 1273.10
Turnouts. Driveways exceeding 150 feet in length,
bid less than 800 feet in length, shall provide a turnout near the midpoint
of the driveway. Where a driveway exceeds 800 feet, turnouts shall be
provided no more than 400 feet apart.
1273.11
Gates
Pq
I . Gate entrances shall be at least two feet wider than the roadway
it serves.
2.' The gates must be located at least 30 feet from the roadway and
shall open to allow a vehicle to stop without obstructing traffic on
the roadway.
3. Where a one-way road with a single traffic lane provides
entrance, a 50 foot turning radius shall be used.
CDF FIRE SAFE REQUIREMENTS
047-500-043 BP -04-2525 Croman
AP# PEkMIT # NAME
Fuel Modification
1276.01 Setback for Structure Defensible Space
pq All parcels 1 acre and larger shall provide a minimum 30 foot
setback for buildings and accessory buildings from all property
lines and/or the center of the road. SEE BELOW
2. For parcels less than 1 acre, local jurisdiction shall provide for
the same practical effect. See other requirements below.
[XI, 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying,
burning or removal to a landfill site approved by the local jurisdiction, of
flammable vegetation and fuels caused by site development and
construction, road and driveway construction and fuel modification shall
be completed prior to completion of road construction or final inspection
of a building permit.
Other Requirements
[XI If Building Setback is 15 to 30 Feet:
Class A or B roof
Enclosed Eaves
If Building Setback is Less Than 15 Feet — Class A or B roof with enclosed Eaves and:
Choose any 2 of the following:
Metal or no doors on side toward property line with insufficient setback
Interior automatic sprinkler system per NFPA 13D
Glass area not to exceed 10% of wall area toward property line with insufficient
setback
Siding from the following list:
Stucco — 3 coat
Hardi-Board or Plank
Masonry
Masonry Veneer
Metal
Other Butte county Fire Department approved materials
09101/2004 Darren Read
Date Signature
2
Page I of I
Rutherford, Scott
To: ressenw�inger@willdan.com
Subject: Butte County Plan Check 04-2525, Willdan plan check . # 14353-1150, Croman job
Rick,
Got a call re plan check letter dated 10/21/04. Pulled plans and also the "Butte County Detached Accessory
Buildings" form that the owner filled out at application. It was our oversight that the Detached Accessory Building
form, and engineering calculations were not sent to you along with the plans. It appears that Willdan then
performed a plan check without this information and classified the building as a commercial S-3 occupancy. The
Detached Accessory Building form and engineering calculations have been sent to you and you should have them
by now.
The Detached Acc Building form shows that the applicant intends to use the building as a private shop/garage.
We would not require disabled access for the use he has described which would eliminate plan check letter items
# 5 through and including # 14. Nor would we require plumbing, mechanical, or electrical plans or plan check
which eliminates plan check items # 15 through and including # 27.
Except in extreme circumstances in a commercial occupancy, I am surprised to again see the requirements for
plumbing, mechanical, and electrical plans and plan check on your letter. These cost both Willdan and Butte
County, and our applicants time and money. Please eliminate them from any letters. Thanks.
-85B P,E M
PERMIT NO. 3499
PERMIT EXFiIRES
A e,41 trc-' . e�-
OWNER STEVE LOTTI
013 V6 t CONTR. owner
47-13-'141 & 142p
ASSESSOR PARCEL
'too"a
LOCATION E/S Hwy 99, 13001S Meridian Rd,
lot 2 V Chico
g Temp. Power Pole
Called PG&E
Temp. Elec'. Service
Called PG&E
Temp. Gas Service
CalledPG&E
JOB FINALED (Date
Signature
V = OK
0 - Not OK -
- = Not Applicable MOBILEHOMES
* = Not Ready
I MISCELLANEOUS
af, � .-* ".
Date
MOBILEHOME UTILITIES (Plans) OK except #'s
1. Zoning Requ irements-Setbacks- Easements
2. Soils; Special MH Support -Sketch
Date
DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s
1. Zoning Requirements-Setbacks�Easements
2. Footings; Size-Depth-Spacing-Conne'ctors
3. Sewer; Location�Test-Fall-C/O-Concreta
.3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Water: Location -Test -Easement Needed (Sketch)
4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing
5. Electricity; Location-Clearances-Grnd.-/ /�.Amp-Concrete
5. Alum. Awn.: Columns -Connections -Splice -Decal -Enclosures
6. -Ghs; Locatibrv---Test-Wrap:/ /"L"ft./ . /"Nat.or/ LPG
6. Carports: Windows -Doors
7. Utility Clearance
7. Elec.
Card -Bl
Date Card -BI Date
Card -BI
Date Card -131 Date
Card -131
Date
Date Card -Bl Date
MOBILEHOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements-Setbacks-Easemenis
Card -Bl
Date
Date Card -131 Date
POOLS (Plans) OK except #'s
1. Se lbac ks- Easements
2� Footings; Size -Spacing -Marriage Line
2. Soils; Compact i on -Structure Stability
3. Gas; MH Test -Demand -Valve -Connector
4. Electricity; MH Test -Crossovers- B reakers- Clearances
5. Drain; MH Test -Fall -Flex Connector
3. Pool Structure; Stee I -Connect ions -Th ickness-Dead Men -Lining
4. Elec.; Receptacles and Lighting; Distances-GF1
S. Elec.; Pool Lighting; 15 volts-GFI
6. Water; MH Test-Regulato�-Connector
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Water and Sewer Connected -C/O to Grade -HD Approval
7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater
8. Gas and Electricity Tagged
9. Exits; Insp.-Sketch
8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg.
Boxes -Enc losures-Panelboards- Ins. to Main in Conduit
10. Cert. of Occupancy
9. 'Health Department Approval
10. Plumb: Cir. Test -Water Supply Test
Card B-1
Date Card -61 Date
Card -131
Date Card -131 Date
Card B-1
Date Card -B] Date
Card -BI
Date Card -131 Date
OK
0 = Not OK
- = Not Applicable
= Not feady RESIDf.NTIAL (Single. and Duplex)
Date UNDERFL-OOR (PI" OK except#'s,,4 AWVw
Date FRAMING
(Continued)
1� g requirements-Setbacks-Easy!k-r
49_
Property Line Firewall & Openings
_ts
4.<'Makf. SoPf-Ste6l-Elec. GiM Y --e' Ftgr-bepth
41f,
Ext. Doors -One 3'-Che6k Garage -3rd story, 2 exits
tg.,&f6ge; S . -Steol- FT4' Depth
W.,/Stairs;
Width -Headroom -Rise -Run -Landing -F ire Protection
?/$-I" Ftg. ep h
5if
PlywGod on Root Overhang -Attic Vents -Rafter Outriggers
/3-AteirAwd-S. M&1-9[AVr-_BIog!etffs--Wr�
.2
- d ing Nei H. g -Veneer
wrappegitbw
IXAVA� astucco
mesji-Drip Screed- Fd it' 'Vents- Underf I r. Access
Glaz ingZrea-G lass Protect ion -Sky I ights-P last Ic
D. -FittWgs-Tkftf
2 -way C/0 -Sewer aDk
5V S�.4^alls; Nailing -Bolts
Prp-e; Test-Anchors-Regulator-Sery ice Test
nums D
_g�Girders-Sills-Anchor Bolts-fJoists-Ve!gs-Cripples
Card -BI S:
& Date —roCard-BI Date 0
Card -BI
C! Date J/ yj Card -BI Date fir
Card -BI
Date V I Card -131 Date
Card -BI CA4 Date _3 (9-1 Card -BI fj5V,;� Zattj
Card -BI .914f.2ate J-6-S�R!C.rd-BI Q.tl
Date FlIN41- (Plans) OK except #'s
Date PLABING (Permit) OK except #'s
54K)
Ext. Steps -Door & Sidelight Protect i on -Land i ngs
5,f.
Smoke Detector
1 .,�Water Ht.; Vent- Access -Combustion Air
58(
Furnace; Vent s -C leara nce-Comb. Air-Connector-
)In Garage; Above Floor-Ducts-Mech. Protection
Ilf/Water Pipe; Test & Anchors -Nail Protection
IV
,!: D.W.V.; Test-Fttngs & Anchors -Nail Protection
59,
Bedroom Exiting
It.. Shower Pan; Test, First F loor-Tub Access
66.
G.F.I. & Bath Fixtures & Tub Access
Uf Test Tub & Shower, 2nd Floor -Tub Access
6j/
j Elec. Trim & Subpanel; Breaker Sizes -Labels
T9. es. 'Ip9-1rZe-'& AnSpors
W.j
Stairs & Rails
x
6,f)
Fireplace or Stove; Clearances -Hearth
64.
Elec. Outlets at Wood Panel; Int. & Ext.
Card -BI �SK Date 3 44C(o Card -BI Date
.1
Kit. Fixt. & AppliancTGrnd.-Air Gap -Cooking Clearance
Card -BI Date Card -BI Date
6a�
Elec. Outlets & Receptacles at Kit. Counter
Date E UE' C aw AL (Permit) OK except #'s
67'.j
Garage Fire Door; Swing -Land i ng -C loser
6�
A.C. Duct in Garage -Damper
60 (_FiA� & Transformer Clearancei��
6§-
I
Wtr- Mr., Vents -C learance�Comb. Air-Connector-P.R.V.-
In Garage; Above Floor-Mech. Protection
ZY,Elec. Receptacles spacing -Lights & Switches at Doors
le'size Boxes & No. of Conductors -Stapled
7d.j
Plb., Elec. & Mech. Equip. Listed for Location
omex Installed Close to Edge of Studs & C.J.
7.411, Elec. Receptacles in Garage: (G.F.I.)-Romex Protec.
0'/Equip. Ground made up w/Mech. Fasieners-Bemd-GU &Wter
;Insulation -Foam -Looked in Attic (-] Yes
2 Appliance Circuits in Kitchen & Conductor Size
7V
Guard Rails & Deck Construct ion -Post Caps
6 ---- 01!IiRkF�e 7 /,ga. Cu or AI-A.C. Wire Size /,?/ ga.(Qu�qr
At
Fdn. Vents & Ccawl Hole D or -Drainage & Wood -Earth Clearance
/Looked Lqhqylloor 0 Yeso
Range Circ. /(0 / ga.&u;or Al -Oven Circ. ga. Cu or A],
Insulated Neutral Eg-fe-s E]No
wZff.
V/'J SIS 4 7&f
Following insild.: Dgri ' F Yes EU/No; Walks 0 Yes [344b:
Planters 1� Yes No
7
Stucco; BrVn-Finish
M.'Service-Riser Conductors & Ground Main Disconnect
Equip. Clearances; Pane I s-Motors-Mec h. Equip.
7tVj
C.
A Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet
36" Clothes Closet Light -Shower Light
70.
Vents Above Roof; Plbg.-Appliance-Firepi.-Clearance to Opngs.
71.
Water Well; Disconnect, Electrical, Plumbing
i
Exterior Elec. Trim; G.F.I. Receptacle -Underground
Card B -I S41 Date Card -BI Date
8W)
Ventilation throughout House
Card B -I S,?__Date -j Card -131 Date
W;
Glas�Protection
Date MEPHANICAL (Permit) OK except #'s
v
Corr/ctions from Pre ious Inspections
EW.
4s Test -Meters Tagged; Gas -Electric
V C. Ducts: Insulation & Support
Xon
ater & Sewer Connected -C/O to Grade -HD Approval
X.Vent Fan; Exhaust above Insulation
M
Energy Compliance Certificate -Other Cerflificates
Condensate Drain & Overflow; Size & Grade
-Furnace
97 -Vent; Access -Comb. Air -Return Air Vent -115V outlet
3fi_.&t_ticAccess & Platform if Furnace in Attic
I
Card -BI '�';&
D—ate Card -BI Date
CING
Card -BI Date Card -BI Date
Zi
Card -BI
Date Card -BI Date
Card -BI Date ( Card -BI Date
Card -BI
Date Card -BI Date
Date FR&MING(Plans) OK except #'s
Comments at Final:
3Y.,Sills; Proper Material & Anchors
341walls; Studs -Nailing, Spacing & Bracing -Plates -Sound
3'6.,Bearing Walls over Girders & Floor Nailing
aft Stop in Walls (rat proof)
4.&ire Stops; Furred Ceilings-31airs-ChasesUA
*T_Header & Beam -size & Bearing I L
42'.� Hangers -Post Caps-Anchors-Conneclor—s 'ifsl FW ).P_
K. Cing. Joist-RItr. I
,jies=�Slin-foof Brac.-Truss-7St#hnd.-qfnp.
ireplace Ties IC(�q-Firep_lace Throat
I tic Access: Size—titorm-e$_P_E2W&Li�i�L-Draft Stop:�Lns. fle3)
Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
Garage Fire Protection Framing
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone: 534-4541
Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57
CORRECTION NOTICE
-7c/' f 2 -'fs/
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
Xmatt r, or need additional explanation, please contact this office immediately.
A 4" 4wd"
Inspector, Ar�* R, . Date
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone: 534-4541
Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57
CORRECTION NOTICE
��U - -74/�q -1
P: P D C:DRA I I
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when co ection of work is completed. If you have any question pertaining to this
matte t' need additional explanation, please contact this office immediately.
.- r� . —
'-- — '( ,A � I -�'
�&�54!zwwr/' Prffi�.
zic. Al& "I'Wi—
V
Inspector— Date—.z-
Owner: isA&t�_ L n Permit No,,
ENERGY C ERTIF ICAT ION
Highway 99, Chico LA7 -(S-1-1t e /LIZ- 404 Z --
LOCATION A.P. No.
DESCRIPTION OF INSULATION
ROOF
Material
Thickness(inches)
EXTERIOR WALL
Material Fiberglass Batts
Thickness(inches) 612"
CEILING
Brand Name,
Thermal
Brand Name
Thermal
Resistance (R Value) _
Manville
Resistance(R Value) R19
Batt or Blanket Type Brand Name
Thickness(inches) Thermal Resistance(R Value)
Loose Fill Type Fiberglass Brand Name Manville
Minimum Thickness(Inches) 1311 Number of Bags 27 Wt. per bag 40 lb.
Area covered(ft.2 1,000 Thermal Resistanc'e(R Value) R38
FLOORI ELEVATED
Material Brand Name
Thickness(inches) Thermal Resistance(R Value)
FLOOR, SLAB
Material
Thickness(inches)
Width(inches)
FOUNDATION WALL
Material
Thickness(inches)
Brand Name
Thermal Resistance(R Value)
Brand Name
Thermal
Resistance(R Value)
I hereby certify that -the above insulation was installed in the above building
in conformance with the State of Califorrila Energy Requirements.
- LOERKE INSULATION CO.
FIRM NAME/OWNER
' 9"j- A-,oO',h
SIGNATURE OA INSTALLATION AI?PLICATOR
#432518
STATE CONTRACTOR'S LICENSE NO.
April 17, 1986
DATE
I hereby certify the above insulation and all required items as shown on the
Building Department approved plans and attachments have been installed as
required by the State of California Energy Requirements.
All equipment, devices and materials are of the quality prescribed or are
specifically approved by the State of California.
FIf1M_NAME/OWNER (Please print)
- ' - '04�2 —
TI—GNA -OF GE-N—M! C ONTRACTOR /OWNER
STATE CONTRACTOR'S LICENSE NO.
DATE
THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL
INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING .
January 1984
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541
APPLICATION'ikNIf PERMIT
PERMIT NO.
ASSESSZf P R EL NUMBER JINING
- R-1
BUILDING PERMIT V
L
• w LEPHONE
SO. FT. OCC. BUILDING VALUATION
jIDDE) 'K
14T)o6c)
• W �.R'S M A I IF A 65 S
0. 0 X
l6a-s-- M
CONTRACTOR'S NAME
VN r
ITE L HONE
CONTRACTOR'S MAILING ADDRESS
Fireplace "A
/00D
CONSTBT[049,N+ENDER
-ay
U -
UNKNOWN
Total Valuation $
Filing Fee
$ 10.00
—
LENDER'S MAILING ADDRESS
Permit Fee
$ 2 VQ
T O�R
E,;
�&I� _9
LICENSE NO.
Plan Checking Fee
$
Energy Plan Checking Fee
$
gc Do
ARCHITECT OR ENGINEER'(YAILING ADDRESS —
Penalty
$
BUILDING 'DDRESS
S A -v (o fb o( 1 .3 c�o
Permit fee
$
PLUMBING PERMIT
Fi ling Fee 10.00
a n
Each Trap
_Jrf- 2.00 iD, DO
Solar or heat pump water heater
20-00
LOT NO.
UBDIVISION NAME
Is
L MAP
?I -(p
Water piping 1
5.00
Each qas water heater or ventl;ZNo-
5.00
USE OF STRUCTURE
SF[Ere"Duplex[_� MobilehomeF-1 Other
SPECIFY
Gas piping system 1 - 5 outlets—
5.00
Building sewer
5-00 s�, ID D
__F_
Mobile Home S I G I W
10-00ea
TYPE OF WORK
NewV��r Addition[:] Remodel[:] Utilities[:] InstallationEl Other
Describe work
2
I
Permit Fee
$ 30,
Contractor
ELECTRICAL PERMIT
FilingFee 10.00
7
Main service 6001 DR LESS
100 AMP OR LESS
10.00 A) 'm
Main service EA. ADD -L 100 AMP
2.50
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
El I am licensed under provisions of Chapt. 9, Div. 3 of the business
f
and Professions Code and my license is in full force and e fect.
License No. Classification
P�Z1, as the -owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
0 1, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
I am exempt under Sec.—, Business and Professions Code
for this reason
NEW CONST DWELLING OC "'.1) kv� Osq It
—OR ACONS. ACC.BLDGS.
—
NEW CONSTR. M ULT'_OUTLET
N B RA.C. CIRCUITS) 12.50 ea
...REr
(POWER APPARATUS.&) I
SINGLE OUTLET CIR
20050c
Ex. Occup(OUTLETS OR FIXTURES 15AL0 300
IXED APPLNS OR
Ex. Occup. OFUTLETS I RESI'D.) EA.) 1 2.00
Temporary service 10.00 16, b7)
Mobile Home Facilities 15.00
Misc. Wiring 15.00
Permit Fee $ 73,
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
F� The permit is for $100.00 (valuation) or less.
I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
F-] I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
Contractor
MECHANICAL PERMIT
Fi I ing Fee 10.00
Heating
V_-�:tZ I J 1AA
Cooling
_7 -1-65-
Hood
3.00 1 3.
Ventilation
I
Permit Fee
$
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, and expenses which may in any way accrue
against paj6 county in c e,uence. of the granting of this permit.
J.�,e -
- � --, . Date IRS
X��
Signature of Applicant — Owner 0 ContractorEl Agent El
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee 1b ID -D
TOTAL PER IT FEE $
OCCUP.1co
k3
I,
I
wo
F77
I
�E
:7
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
DIREC OF PUBLIC
B
PEAM'IT EXPIRES Date
the applicable provi-
resolutions to do
fees have been paid.
WORKS
Date (Z- -3o -,?,I
Receipt No_6_�Ian
WHITE-D.P.W.. YELLOW-ASSE3SOR. PINK -INSPECTOR. GOLD ENROD-APPL I CANT
a
COUNTY OF BUTTE - DEPARTMENT"& PUBLIC WORKS - BUILDING DIVISION
7 COUNTY CENTER DRIVE OROVILUE_QA_LIF
�ORNIA 95965 - TELEPHONE: 916/534-4541
T -P
PERMIT APPLICATION DATA SHEET
OWNER
Proposed Building Use -
Permit Fee Based Upon:
Permit No. ^2—
A. 1
Complete Contract Price L'��,DPW Valuation
Other (Explain)
Building Inspector Date
( Vp_ -
At time of permit application, ��\ as advised the following data must be submitted prior to permit processing
and:/or issuance: DATE RECEIVED. APPROVED
1. All items have been submitted . . . . . . . . . . . .
2.. Plot plans in duplicate./triplicate . . . . . . . . . . .
3. Complete plans in duplicate/triplicate. . . . . . . . .
4. Complete engineered plans and caln . . . . . . . . . .
5. Plans with Energy Design Compliance Statement . . . . . .
6. State fEnergy Form's No.
7 Statement of Intent for Non -Heated and AC Buildings.
8. Fees of $ . . . . ... . . . .
6%9. Letter of signature authorization ... . . . . . . . . .
0- Sanitation approval from (I )A A 4 C� Health Dept.
- i A1 Planning approval for (A) Use: (B) Parking:— A A
YY*1 2. Certificate of Workmen's 'Compensation Insurance . . . . . . —ods:
13. Contractor's License Information (no., name style, classif.)
14. Owner -Builder Verification (Given to owner[], Mail to owner
15. Improvements may be'required . . . . . . . . . . . .
16. Mobilehome Installation Data . . . . . . . . . . ..
17. Pre -inspection for Pre-Inspec. request to (Date)
- Required. Building Inspector
18., -Recorded copy of Agricultural Acknowledgment Statement.
Other -DRIVEVAY1 PERMIT & GONSTRUMON APPROVAL MQUIRED PRIOR TO OCCUPANCY
When you issue the permit, process as follows: ___k!�Mail to owner. —Mail to contractor.,,
Telephone and hold for pickup at —office. —Deliver w1insp6okor.
Other
Applicant_,/d��f/'11 Date
Copy of plans sent —Health Dept., —Fire Dept., —Other Date
During the plan checking process, —the fol—lowing data must - be submit ed prior to permit issuance;
(For required items ' not checked above at time 9f/apDliC on, circle item.)
1. Index permit for above items No.
2. Additional items required:
(Contractor, Designer, Owner) was advised of above required data by —Telephone Mail 11C Other
By A Date IZ _/0
Plans -checked by Date
Plans approved by Date
Other:
Copy—DPW
TO: Building Department
FROM: Environmental Health, Chico
SUBJECT: Sanitation Clearance,
C/ 9 YY
Owner Lqcatiofi AP#
Plann approved for; sewage disposal water supply
Hold final for: water supply
Final clearance OA. for: water supply
Clearance for bedroom me—We home. Other
Notel�**
"J,
.nitarian Date
Lk
ev,
v 0
eA- --ot"eakt. 4�44z""
4
a -bk&os. CRAI eAe,6
Alt e.4jV'rew4- reou(a4-1'&Yvt 6ci�- Aqv-qt� hKI LocA�A it AA,�� 5oye,;rK-
,a 4-t,, Pe*� (O"A
e"u
te
ve C.0
44%it -5r�nktVW.. --P-or -4Q.
wk, oo-elr_A;�� dVeMi r-ArA 1PUCA61c'.. 40
:77
7z
LN
Is
-4(7
L-7;�r
-17>P
c
rl
loc
CIV
Ueir "5u
.4p.p'.e.A
Lo
be-4%uee,\
'-uj
COM'e�"LIANCE CHECKLIST
. e_4
1000�)
Building Shell Measure Points
�Total Floor Area . . . . . . . . . . �DC�o f t 2
Slab -on -Ground Perimeter ft; Dep�h* in R_
2. 'Rais'ed Floor R -Value . . . ... . . R--:=
3.*. Ceiling Insulation or Construction
Assembly, R -Value . . . . . . .. . . . . . . ... R_
;�)
4. -Wall Insulation or Construction Assembly, R -Value R
�G 11 1 n
g1otal % Floor, Area Single Double Triple
5. North-Va'cing ft2 9:;, f t 2 2
6. .*East -Facing 2 ft
7-7� t:2 ft 2 ft2 ft2
7. South -Facing- Iri 161 % ft f t2 f t2'
8.. -West-Facing . . . n 7. ft2 tf t2
9. Skylight 7. ft2 t2
10. ....Shading Coefficient
exclude"overhdng)
a.. East . . . . . .. .
. . . . . . . . SC . . . . .
:b, South . . ... . . . . . .. . . . SC -
c:... West . . . . . . . . . . . . . . . --SC . . . . . . .
d. Skylight ... . . . . . . . . . — . n . - . ..
SC. . . . . . .
Horizontal South. Overhang Length . —107f t . . . . ..
12. Movable Insulation, % Flc,or Area .
Icate Standa
13*., Infiltration (ind rd or
14. Thermal %lass R r G, 'e,4ve-
Zxt-er+*r-4arki Thermal Mass
Area, Heat Capacity,R-Value ft HC, R -
Interior Thermal Hass
Area, Heat Capacity, R -Value,. ZC)q f t2 R -
HVAC System*.*
.15 -;"?-`.Gas Furnace Without Ufrigeration.i-'ooling . . . . . SE
.(Seasonal Efficien�,,�
16. Heat Pump (Energy Eff�,ciency Rat:i,,.,3) . . . . . . . . EER
17. Gas -Furnace with Refi.-,.geration C(--,�,-oling SE
SEER
-(SE), Sea. e,bnal Ener
(Seasonal Effi'cieney . I
gy
Efficiency Ratio -(SEER)]*
18. 'Active Solar (Net Solar Fraction:',%) . ... . . . .
NSF
19. Zonally -Controlled Electric.
Re stance Space Heating
(Yes/No)
Domestic Water Heating
4, e- F"Y-PA e-
2.0.- Solar'With Cas Backup (Net Solar Fraction,,
o % NSF
Other Water Heating (Describe type)
Joint System Compliance Totil'(must begreater than or equal to 0)
O!Checklist i�ems; not a-'pot'nt system measure.
*.*Attach -documentation for efficiencies and NSF.
NOU-15-2006 12:44A FROM:
FAX COVER
TO BUTTE COUNTY BUILDING DEPT.
ATTN: PERMIT TECHS
SUBJECT: INSULATION CERTIFICATE'S
FROM; MIKE CROMAN
PERMIT# MP060231
ADDRESS: 14286 STATE HWY 99N CHICO CA 95973
TE -L; 892-2125
TO:5382140
P. 1/3
BUTTE
COUNTY
NOV 14 2006
""VELOPAUNT
SER1,7CES
To Whom It. May Concern;
I am sending you copies of the Insulation certificates for both the ceiling and one for the
exterior wall. I understand that the building department must have copies on file prior to
final insppction.
Tkalf—y—ou—,
Mike Croman
Page I of 3.
NOV-15-2006 12-45P FROMs TO -5382140 P.2/3
Pop I r-36,oi.0.1 31
INSULATION CUIUMCATE Job Number- 9342
COMC�ZTUAIRE & ELECTRIC 14286HWY99, C-Eff -Q CA
gC
Contrpefor/Owner Nam Job Address (street, elty. state)
Bane
Coilaty Subdivision Name Lot Number
PAKHM-0tWEINSTALLATION
1. ROOF
Material: Brand Name:
Thickness (inches): Thermal Resistance- (11 -Value):
2. CHILING
Butt or Blanket Type: Brand Name:
Thickness , (inches): Thermal Resistance (It -Value):
Loose Fill Type: Fiberglass Brand Name- Knuuf
MinimumbstalledWeight/ft_,nLib Minimum Thickness: 13 inches
Manufacturer's Installed weight persquare foot to achieve Thermal Resistance (R -Value): 39
3. EXTERIOR WALL
Frame Type:
A. CaAty Insulation
Material:
Thickness (inches):
B. Exterior Foam Sheathing
Material:
Thickness (inches):
4. RAISED ELOOR
Material:
Thickness (inches):
5. N6&LULQ9AffER1METER
Material:
Thickness (inches):
Perimeter Insulation Depth Inches:
6. EQMATION WALL
material:
Thickness (inches):
Brand Nsmr.
Thermal Resistance (R -Value):
Brand Name:
Thermal Resistance (R -Value):
Brand Name;
Thermal Resistance (R -Value):
Brand Name:
Thermal Resistance (11 -Value);
Brand Name -
Thermal Resistance (11 -Value);
DECLARATION
I hereby certify that the above insulation was installed in the building at the above location In conformance with the current
Energy Efficiency Randards for residential buildings (Title 24* Part 6, California Code of Regulations) as indicated on the
Certificate of Compliance, w ere�pfllc ble.
2 .1 , NY I ra I j I Chico Insulation & Fireplaces
Item Number's Signature and Date
Installing Subcontractor (Co. Name) or
General Contractor (Co. Name) or Owner
Item Numbees Signature and Date Installing Subcontractor (Co. Name) or
General Contractor (Co. Name) or Owner
NOV215-2006 12:45P FROM: TO -5-382140 P,3/3
zv
insuiation certificate
BUILDING PERW L
oWNER-. 141K, CPeM--4--' -----------
LOCATION -2 PC �A-
DesctlPtiOn of InstallatlOn
ROOF
BrudNarnt
Material Thenral cc (R.Value)
Thickness (hiches)
CEIUNG Brand Name
ThemWjtwLjwcejR-Value,)
thic)[nem (inches) BrindNarne
LOMFMTYP6 Minimum thickness inches
cd weightift �616
Conus=!s minimum ins foot to acheive Thermal Resistance (R -Value)
manu&cturees hwaW weight per
j)q�ERJORVALL
BrandNanle
?Aaww 'Iberuia!P-wistaticcat-Value)
Jb1cknim(JnChe3)-
RAISED FLOOR
Material
MiCkneW MCW)
Brand Name
ThennalRe
SLAS FLOOR SrandNarne
materw Deffnal Resis=cc (R -Value)
Thickness (inches)
Width (inches)
o:XV
FOUNDATION WALL
Material ccnj C grand Narne a (R-Vzluc)
Mal Resistane
Thickness (iftchts)
Declaratlon installed tn the building at the above location in congormance with
I hereby certify that the above ir"ation was
the current Building E=rgY F-filciency Standirds for new residential buildings contained in Title 24 of the
California Administrative Code.
(Builder)
19'(A
and Tide
7u—bT�on=ewr 5, ''a' ''a 1i a I'%' lj'v''StauCr)
Signame and Title
ila-i5Z Vnuriber
41 1 "' 1 1
g,i4
0;�� e- Number
Date
.BE
, pROVIDF
THIS CERTIFICATE MST Er D To THE BUILDING DEPARDIENT
ApPROVAL AND A dopy SHALL POSTED WITHIN THE BUILDING.,
jANUARY 1993
PRIOR TO FINAL INSPECTION
GENERAL NOTES NOTAS GENERALES
Trusses are not marked in any way to identify Los trusses no estAn marcados de ning6n modo que
the frequency or location of temporary bracing. identifique la frecuencla o localizaci6n de los arriostres;
Follow the recommendations for handling, (bracing) temporales. Use las recomendaciones de manejo,
installing and temporary bracing of trusses. instalad6n y arriostre temporal de los trusses. Vea el fiAldg
Refer to BCSI 1-03 Guide to Good Practice fo B I 1-03Guiade Buena Pr6
=9. Installing & Bracinci of Metal Plate ;es de Madera ConneCtados con
led Wood Trusses for more detailed Placas cle Metalpara Para mayor informacitin.
information.
Los dibujos de diseflo de los trusses pueden especificar
Truss Design Drawings may s I locations of las localizaciones de IDS arriostres permanentes en los
permanent bracing on indivi I compr ion
m
members. Refer to the BCS. B3 Summa iembros individuales en compresk5n. Vea [a hoja res6men
Ent /Web BCSI-B3 paral los arriostres permanentes v refue= de log
for more inforrrill other . 'mn secundarios (webs) Para mayor informad6n. El
permanent bracing design is the responsibility resto rriostres permarrentes son la responsabilidad del
of the Building Designer. Disehad.r del Edificio.
The consequences of improper handling, installing
and bracing may be a collapse of the structure, or
worse, serious personal injury or death.
El resultado cle un manejo, instalaci6n y arriostre
inadecuados, puede ser la caida cle la estructura o
aun peor, muertos o heridos.
Banding and truss plates have sharp edges. Wear
All gloves when handling and safety glasses when
cutting banding.
Empaques y placas cle metal tienen bordes
.filados. Use guantes y lentes protectores cuando
corte IDS empaques.
MANDLING - MANEJO
Allow no more No permita mas Use special care in
than 3" of deflec- de 3 pulgadas cle windy weather or
tion for every 10' pandeo por cada 10 near power lines
ofspan. pies cle tranno. and airports.
10,
10,
4=
Pick up vertical Levante de la cuerda
bundles at the superior IDS grupos
top chord. verticales cle trusses.
ONE WEEK OR LESS MORE THAN ONE WEEK
M
7,
M.
R.
� 21
Bundles stored on the ground for one
week or more should be raised by blocking
at 8' to 10' on center.
Los paquetes almacenaclos; en la berra por
Una semana o m6s deben ser elevaclos
con bloques a cada 8 o 10 pies.
F For long term storage, cover bundles to Pre-
Ovent moisture gain but allow for ventilation.
Para almacen-amlento por mayor tiempo,
cubra IDS paquetes para prevenir aumento
de humedad peno permita ventilacl6n.
Utilice cuidado
especial en dials
ventosos o cerca cle
cables el6ctricos o de
aeropuertos.
Spreader bar fco�r
,,4,
truss bundles "'-
0 0 0
0
Check banding Revise IDS empaques
prior to moving antes de mover IDS
bundles. paquetes de trusses.
Avoid lateral bending. — Evite la flexi6n lateral.
Do not store No almacene
unbraced bundles verticalmente IDS
upright. trusses sueltos.
GDo no store on No almacene en
uneven ground. tierra desigual.
A"
.01
R_ WS - E
HAND ERECTION — LEVANTAMIENTO A MANO
Top Chord Temporary Lateral Brace (TCTLB) Spacing
Trusses 20' or
Espaciamiento del Arriostre Temporal de la Cuerda Superior
Trusses 30' or
10'o.c. max.
less, support
10 pies mAximo
less, support at
8'o.c. max.
at peak.
8 pies mAximo
qua r points,
6'o.c. max.
Levante
6 pies m6ximo
Levante cle
4'o.c. max.
del pico IDS
4 pies m6ximo
Tolerancias Para
Jos cuartos
1/2" 2'
1-1/4' 20.8'
trusses de 20
3/4" 3'
de tramo IDS
1-3/8" 22.9'
C"
Plumb
bob
pies
1/2' 25.0'
trusses de 30
Trusses up to 20'
pies o menos.
Trusses up to 30'
Trusses hasta 20 pies
1
Trusses hasta 30 pies
Irl I ING — LEVANTAMIENTO
Hold each truss In position with the erection equipment until temporary bracing is installed and
truss is fastened to the bearing points.
Sostenga cada truss en posici6n con la gr6a hasta que el arriostre temporal est6 instalado y el
truss asegurado en IDS soportes.
Do not lift trusses over 30' by the peak.
No levante del pico IDS trusses de m6s de 30 pies.
Greater than 30'
m6s cle 30 Pies j
HOISTING RECOMMENDATIONS BY TRUSS SPAN
RECOMMENDACIONES DE LEVANTAIMIENTO
POR LONGITUD DEL TRUSS
60' or less
Approx. 1/2 __jJ
Tagline truss length
TRUSSES UP TO 30'
TRUSSES HASTA 30 PIES
To e _rn Tbe-m
Spreader bar 1/2 to
Tegline 213 truss length
TRUSSES UP TO 60'
TRUSSES HASTA 60 PIES
Locate Spna�cle, tlar Attach
10' D.C.
above or S"ffb.c max.
mid -height I
Spreader bar 2/3 to
Taglin. - 1— 3/4 truss length
TRUSSES UP TO ANDOVER 60'
TRUSSES HASTA Y SOBRE 60 PIES
BRACING - ARRIOSTRE
Refer to BCSI-B2 Summary Sheet - Truss Installa-
x1ag for more information.
Vea el resOmen BCSI-B2 - Instalaca6n cle Trusses
v Arr*ostre Temporal Para mayor informaci6n.
Do not walk on unbraced trusses.
No camine en trusses sueltos.
Locate ground braces for first truss directly
in line with all rows of top chord temporary
lateral bracing.
Coloque IDS arriostres de tierra para el
primer truss directamente en linear con
cada Una de las filas de arriostres laterales
temporales cle la cuerda superior.
Brace first truss well
before erection of
additional trusses.
111
"M ED I I I
Ri N. _S . I g -0 1. 1� waT
NMA01000
i X I,
BRACING FOR THREE PLANES OF ROOF
EL ARRIOSTRE EN TRES PLANOS DE TECHO
This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses.
Este m6todo de arriostre es Para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2
1 TOP CHORD — CUERDA SUPERIOR
Truss Span
Top Chord Temporary Lateral Brace (TCTLB) Spacing
Longitud cle Tramo
Espaciamiento del Arriostre Temporal de la Cuerda Superior
Up to 30'
10'o.c. max.
Hasta 30 pies
10 pies mAximo
30' to 45'
8'o.c. max.
30 a 45 pies
8 pies mAximo
45' to 60'
6'o.c. max.
45 a 60 pies
6 pies m6ximo
60' to 80'*
4'o.c. max.
60 a 80 pies*
4 pies m6ximo
:C n u:t a Professional Engineer for trusses longer than 60'.
0 s s
Consu te a un ingeniero Para trusseStde mas de 60 pZs.
z See BCSI-B2 for TCTLB options.
Vea el BCSI-82 Para las opciones
de TCTLB.
Ruefer to BCSI-B6
S mmary SheeL-
Gable End Frame
iik_� Bracino. Repeat diagonal braces.
Vea el resOmen
Repita IDS arriostres
-del truss terminal diagonales.
dos
de un . techo a Set first five trusses with spacer pieces, then add diagonals. Repeat
process on groups of four trusses until all trusses are set.
Instale IDS cinco primeros trusses con espaciadores, luego IDS arriostres
diagonales. Repita liste procedimiento en grupos; de cuatro trusses
hasta que todos los trusses est6n instalados.
2) BOTTOM CHORD — CUERDA INFERIOR
Top Chord Temporary Lateral
Bracing (TCTLB) .
min.
03 RES - EN DE Ul' UE BUEN E
Lateral braces
2x4xl2' length lapped
over two trusses. 11
10'-15' max.
Diagonal braces
every 10 truss
spaces (20' max.)
Some chord and web members not shown for clarity.
3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS
Web
46 DIAGONAL BRACING IS VERY IMPORTANT
iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 46
BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES
EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2
Refer to BCSI-B7 Maximum lateral brace spacing
10: D.C. forr 3x2 chords
- Temoorary and 15 D.C. fo 4x2 chords Diagonal braces
Permanent Bracing '(y Of every 15 truss
Chord spaces (30' max.)
_�a
=Ifle." more s c FQx
E end dia
information. onal
Vea el res
umen
BCSI-B7 - Arriostre
temooral v
permanente de The end diagonal
brace for canItilevered
SSE
1p.'.Tm�"'ayor trusses must be placed L�at�era�l"b�raceS
informaci6n. on vertical webs in line 2x4xl2' length lapped
with the support. over two trusses.
INSTALLING - INSTALACION
Diagonal braces
Tolerances for Out -of -Plane. — Tolerancias Para Fuera-de-Plano.
every 10 truss
Max. B0.
Length max. Bo.
spaces (20' max.)
10'-15'max.
3/4' 12.5'
sam�espacing
7/8' 14.6'
as bottom chord
lateral bracing
Some chord and web members not shown for clarity.
46 DIAGONAL BRACING IS VERY IMPORTANT
iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 46
BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES
EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2
Refer to BCSI-B7 Maximum lateral brace spacing
10: D.C. forr 3x2 chords
- Temoorary and 15 D.C. fo 4x2 chords Diagonal braces
Permanent Bracing '(y Of every 15 truss
Chord spaces (30' max.)
_�a
=Ifle." more s c FQx
E end dia
information. onal
Vea el res
umen
BCSI-B7 - Arriostre
temooral v
permanente de The end diagonal
brace for canItilevered
SSE
1p.'.Tm�"'ayor trusses must be placed L�at�era�l"b�raceS
informaci6n. on vertical webs in line 2x4xl2' length lapped
with the support. over two trusses.
INSTALLING - INSTALACION
Tolerances for Out -of -Plane. — Tolerancias Para Fuera-de-Plano.
Plywood or CSB
Max. B0.
Length max. Bo.
Max. Truss
Bow Length
- ------ 0,
Length —11 U— Length -
3/4' 12.5'
"X
7/8' 14.6'
Tolerances for
D/50 D (ft.)
1 167
Clut-of-Plumb.'
1/4" 1.
1-1/8' 18.8'
Tolerancias Para
1/2" 2'
1-1/4' 20.8'
Fuera-de-Plomada.
3/4" 3'
1-3/8" 22.9'
C"
Plumb
bob
V. 4'
1/2' 25.0'
1-3 4'
1-3/4' 29.2'
D/50 max
11 -1 /2" 1 6'
1
2" 33.3'
J!
11-3/4"1 7'
1 2" 1 2:8']
CONSTRUCTION LOADING CARGA DE CONSTRUCCION
Do not proceed with construction until all bracing is securely Maximum
Stack Height
and properly in place. for Materials on Trusses
No proceda con la construcci6n hasta que todos IDS arriostres
Material
Height (h)
estdn colocados en forma apropiada y segura.
Gypsum Board
12"
==imum stack heights. Refer to BCSI-B4 Asphalt Shingles 2 bund
Cxonstnuctlon Load'n for more information. Concrete Block 8"
No exceda Las mAximas alturas recomendadas. Vea el res6men Cray Tile 3-4 tiles
BCSI-B4 Caroa cle Construcci6n Para mayor informaci6n.
Do not overload small groups or single trusses.
No sobrecargue pequefios grupos o trusses individuales.
Place loads over as many trusses as possible.
Coloque Las cargas sobre tantos trusses como sea posible.
Position loads over load-bearing walls. I I P
Coloque [as cargas sobre las Paredes soportantes.
ALTERATIONS — ALTERACIONES
Refer to BCSI-B5 Summaly Sheet - Truss Damage. JobsFte Modifications and Installation Errors.
Vea el resOmen BCSI-85 Dafios de trusses. Mod0ficadones en la Cibra v Errores cle Instalaci6n.
Do not cut, alter, or drill any structural member of a truss unless I
specilically permitted by the Truss Design Drawing.
No Corte, altere o perfore ning6n miembro estructural de tos
trusses, a menos que estd especificamente permitido en el dibujo
del diseho del truss.
Trusses that have been overloaded during construction or altered without the Truss Manufacturer's
prior approval may render the Truss Manufacturer's limited warranty null and void.
Trusses que se han sobrecargado durante la construccl6n o han sido alterados sin Una autorizacl6n
previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses.
NOTE: The Truss Manufachurer and Truss Designer must rely on the fact that the Contractor and omne operator (if applicable) are a-
pable to undertake the work they have agreed to do on a particular pmject. The Contractor should seek any required assistance regarding
construction piactices from a competent party. The methods and procedures warned am intended to ensure that the overall construction
techniques employed will put floor and roof tousses Into place SkFELY. These recommendations for handling, Installing and bracing wood
trusses am based upon the collecdve experfeme of leading technical personnel In the wood truss industry, but must, due to the nature of
responsibilities Involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractoc It Is not
Intended that these moarnmendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer,
the Building Designer; the Erection/Installation Contractor or otherwise) for handling, Installing and bracing wood trusses and it does
not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by
the truss Erection/Installation Contratcho, Thus, the Wood Tmss Council of America and the Truss Plate Institute expressly disclaim any
respomsibility for damages arlsng fic. the use, applitation, or reliance on the recommendations and Information contalned herein.
-fi-- -
W Lq
WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE
6300 Enterprise Lane - Madison, VVI 53719 218 N. Lee St., Ste. 312 - Alexandira, VA 22314
608/274-4849 - www.woodtruss.corn 703/683-1010 - wwwApinst.org
B1WARN11x17 20050501
(P &
Plywood or CSB
16"
]as
high
==imum stack heights. Refer to BCSI-B4 Asphalt Shingles 2 bund
Cxonstnuctlon Load'n for more information. Concrete Block 8"
No exceda Las mAximas alturas recomendadas. Vea el res6men Cray Tile 3-4 tiles
BCSI-B4 Caroa cle Construcci6n Para mayor informaci6n.
Do not overload small groups or single trusses.
No sobrecargue pequefios grupos o trusses individuales.
Place loads over as many trusses as possible.
Coloque Las cargas sobre tantos trusses como sea posible.
Position loads over load-bearing walls. I I P
Coloque [as cargas sobre las Paredes soportantes.
ALTERATIONS — ALTERACIONES
Refer to BCSI-B5 Summaly Sheet - Truss Damage. JobsFte Modifications and Installation Errors.
Vea el resOmen BCSI-85 Dafios de trusses. Mod0ficadones en la Cibra v Errores cle Instalaci6n.
Do not cut, alter, or drill any structural member of a truss unless I
specilically permitted by the Truss Design Drawing.
No Corte, altere o perfore ning6n miembro estructural de tos
trusses, a menos que estd especificamente permitido en el dibujo
del diseho del truss.
Trusses that have been overloaded during construction or altered without the Truss Manufacturer's
prior approval may render the Truss Manufacturer's limited warranty null and void.
Trusses que se han sobrecargado durante la construccl6n o han sido alterados sin Una autorizacl6n
previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses.
NOTE: The Truss Manufachurer and Truss Designer must rely on the fact that the Contractor and omne operator (if applicable) are a-
pable to undertake the work they have agreed to do on a particular pmject. The Contractor should seek any required assistance regarding
construction piactices from a competent party. The methods and procedures warned am intended to ensure that the overall construction
techniques employed will put floor and roof tousses Into place SkFELY. These recommendations for handling, Installing and bracing wood
trusses am based upon the collecdve experfeme of leading technical personnel In the wood truss industry, but must, due to the nature of
responsibilities Involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractoc It Is not
Intended that these moarnmendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer,
the Building Designer; the Erection/Installation Contractor or otherwise) for handling, Installing and bracing wood trusses and it does
not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by
the truss Erection/Installation Contratcho, Thus, the Wood Tmss Council of America and the Truss Plate Institute expressly disclaim any
respomsibility for damages arlsng fic. the use, applitation, or reliance on the recommendations and Information contalned herein.
-fi-- -
W Lq
WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE
6300 Enterprise Lane - Madison, VVI 53719 218 N. Lee St., Ste. 312 - Alexandira, VA 22314
608/274-4849 - www.woodtruss.corn 703/683-1010 - wwwApinst.org
B1WARN11x17 20050501
(P &
8114
;a,4 1plUqIJUU0A.j%0?'
v
—313'-9j"'
L
8114
;a,4 1plUqIJUU0A.j%0?'
v
APPRM#W
lBuft coulf"
—313'-9j"'
TIGHT LINE EXISTING LEACH TRENCH
PR13PERTY LINE SET BACK
I I
-7
4_'4WELL
100' LEACH
- - —
EXISTING
rn
-
eV -6'
FREE Z13NE
PERPUSED ADDITMN SEPTIC TANK
;a
r"
Ir.
EXISTING
261 SF
X M 3-
z rn
rri
x
0
e9O SF
M
0
SHED
EXISTING
z
C3 -4
ril ;v
z
cl
rn
x
rn
z
SEPTIC
r-
rn
r-
rn
EXISTING
TANK
rn
3200 SF SHOP
z
M
rn
I -
C3
46'
SH %DE
'6TREl
z
<
2' SHA E
TRE
EUCALYPTUS TREES
tqc&
os/
4ce 10' SHADE
BUSH
TREE
t tk
DRIVEWAY
DBus,
[BUSH
97-4
(BUSH I
-PROPERTY LIM SET BACK -
EUCALYPTUS
TREES
EUCALYPTUS TREES
DRrVEVAY
PUBLIC UTILITY EASHENT
STATE
HW�Y 99E
Desiqn�-MIM_CIMAN
By
APN# 047-500-043 ACERS 1.3
MIKE-CROMAN
PLOT -MAP
Dm- By. UIKE M
MIKE CROMAN 14286 ST HWY 99 530
892 2125
BATH ROOM-ADDI TION
AM—d
14286 ST HWY 99 1
14286 -STATE- HIGH WAY- 99
ZONINGe SRI GENERAL PLAN, BATHROOM AIDDITMN
CHICO-CA-95973
Job
Numb er
D.N 12/29/W
MIKE CROMAN 530 892 2125
APNO 047-5DO-043
JOB -NO.
/S.C25=e,
SHEET -1 -OF -5
APPRM#W
lBuft coulf"
C
C3
z I
14'-7'
401OX0
NOTES: SNUVER
2X6 EXTERIOR WALLS
�— By: WE CROMM
App.�
Date 12,�29/W
0 0
0 a8f
x
WALK IN
C.) CLOSET
20'-l'
- 9'-6j' 10'-6�'
6080 SLIDER 4026XD 401OX0
3080 -7
61
U1
WATER HEATER
50 GAL ELECT -\\0 DINING KITCHEN BED 1
U
M Li 9'-+ BATH
CU z 3080 �3080
w
L' R OPEN
GARAGE 3' 25'-2'
i_ Li 9
M r
z
M U) WOODSTOVE
Ix P 4 3030 ATTIC ACCESS --,,,,-
U
W"x LIVING 20-
P1 Li
0%
0� 10'-3' BED 2
CL
BED 3
16080 GAR DR 3680 \I] k7503 �X� 5036)(1)
,�nirental Health
91-91,
65'
FEB 0 2 2006
Chico, CA
0.t. BY APN# 04 -500-043 ACERS 1.3 MIKE-CROMAN FINISHED -FLOOR -PLAN
MIKE CROMAN 14286 ST HWY 99 530 892 2125
14286 ST HWY 99 14286- STATE- HIGH WAY -99 BATHROOM -ADDITION
ZONINGi SRI GENERAL PLANi BATHROOM ADDITION CHICO-CA-95973 Job Number -j Sc �Ie�' SHEET -6 -OF
MIKE CROMAN 530 8 92 2125 AR414 047 -WD -W JOB -NO. Z8 -7
APPROVED
-Butte County
EpyugnTental H6aM
Qatp
U D&
SITE PLAN
..... . ............ ...... 7 ------------ ...... 7 ............ ...... 7 ............ ...... 7 ............. ...... 7 ............ .................... ...... 7 ............. ............. . . . .... .. .. . ........ .. . ...... . . . ....... . . . . ...... . . . ........ . . . . ... 7 ............ ...... 7 ............ ...... 7 ............ ............. --7:— ... 7 .... 7
.................................. ...... ...... ..................... ..................
............
............. ...... * ......
313'--9�-
1co,
LEACH PROPEF
F 5' L]
ME
............. 51
BA
PREVETERNMED
....... VELL 6d. T EXISTING LEA04 TRENCH
...... 20'
SITE
LOCATr
801 61'-6'
Ems
SEPTIC ANK
CXIIsTING RESIDENCE 1000SF
40' —5E '-2b
............. ------ ...... LE
PURPOSED WORKSHOP . TRENCH
46'
3200 SF REPLAcEmEmT rRENCH
EU
LOCATION
REPLAC DENT
...... ...... ...... ------ ...... NCH
TRE t- ....
LOCATI1 N
.. ....... .. DRrVEVAY
...... ...... 180
2
.............. ...... 7 ............ .......
.................................
... ..........
127'-2�`
120'-3b' COL.
............ ...... ...... ......
'LLE
I L
EUCALYPTUS
TREES
PURPOSED
...... ...... ...... ............. ...... ELECTRI
CAL
PROPERTY
% ...... ...... LINE
SET
—51
BACK PARCEL 2
............ ......
PUBLIC
...... UTILITY 047-500-0,13
EASMENT
.....................
WHO
... pw#wmen lo,4---4
2004--i-
SCALE 1/32'=l' 0'
............ ...... I ...... Ila— ... . ....
r-�-i I rimia
T A T F U V 0 0 E`
.............
.................. ......
........... ................
............................................................................................... .............................................................
....................................................................................................................................... ...... ..................... ............. , ...........................
\03 T
Assessor's Parcel Number
Owner Name )-)I 1"I x fk- 17- L A -to 0
Address / Phone No. q 2ig 61 0
0
Site Location <A—) v� kP—
U
Contact: Name �11 / t4 f Phone iS o ENt Z- — 0dWwM.=3
............. .............
....... L
.............
............... I ------- ......
.............
.............. ...... ..... ......
....... ......
&PTUS
TREES
.......................
.............. .....
...........................
............. .....
............. ...... 7
100,
LEACH....... ...... ...... .............
FREE
ZONE
.....................
............ ......
........................ ......
.....................
............ ......
APPROVED
Butte County—": .................
EnVironmental 1*4
--7
Date
............. .......
............
Zoning:
General Plan Desig:
Size, Acres
i 4.0(r
PROVIDE FOR ALL
ADJACENT PARCELS
SIZE (AC):
ZONING:
GEN PLAN:
USES:
M
BCM Metal Building
40'X80'Xl4' high
Purposed
Work Shop
Floor Plan
047-500-04(,,
1.
..................................................
I
Assessor's Parcel Number
I'v I
Owner Name
Address / Phone No. le4 2-9(' Y !22 2- 2-,j
Site Location 52� &a& c
Cofitact: Name 0 c-) zus-- 12= Phone ct> 6i)nt <
�p
Shower
toilet.
water
heater
— sink
200 AMP
E(ectricc
Panel
.............
................... ...... ............
............ ...... ............ ...... ......
36' man
"d*fHealth
Scale
doors ......
0# :j
3/32 APPROVED
.... : ...... ...
Butte County
Environmental Health .... .... Chid .............
............
............. ...... ............ ............
............. ................... ....................
. . . . . . . . . . . . . .
................ ................... .................................. * ...... : ............. : ......
.............................................................
. � FOR OFFICE USE ONLY PROVIDE FOR ALL
Zoning: ADJACENT PARCELS
SIZE (AC):
General Plan Desig: ZONING:
Size, Acres GEN PLAW
4.0(r USES:
301-IJO 3Hi
AV(11=1=IV NV :31ON
fA.LN170 0
2dNO.?N1iVfl
'O/F/ 96 P /Ft 9N
?p '6 7z?.9&Vd
1Vd
31VOI:111820 \'tiN30963-3H
U 141:1 V NUdil UJbVU 51 UNV N0113JUM AM HMN646
31VOU11830 S,UOk3ANns AlNnoo 31VOIJUN30 S.MOJL -
E13awnN IV183S H3(INn 331:1:10 S.83aHO338 AiNnOO 311nei
3HI N1 03(180338 A-l1N3udn:)NO3 ON138 3MV 31VOI-411833 SHOSIA83dnsi
-40 OtIVOS 3HI :10 MU313 3Hi aNV 31V31.411830 S,tioluanv AINno:) 3HI :31ON
'7VSOWS'161
YON VgoYY S1 0 77--) YK-1 /y.0 V9& V dgHaz v11 - S go V -
5A0061M. 79NO .41�, 40.Z :7_410N APW-920Y 9N1.217,1=7&
JNSA97S 95ION NP7a' 7VdlgNgV A.ZN170.2 =711flf/
7P'1-ZN-qa15-9&Y 77P'
190901--4p # 1&9!� Vlo
-Z r 91.01f -7, ; � .5 7-Vffd -40
-711-Z d'O--1 ;1,V--7W9J4y-9 -ZN9MVP'O"Al2 0791dIVY97 1�
5,YgNhfO 91f.L A -4NV,,YJ - 7Y.2 /9
e9N1&O-'Fy9a 99 O -Z -!�/ ^2111N YO NOU P'207 9MV t9-9NP',YiN-9
XPW9,41eyd NOPVAV012 N1.Z2--;VOO'09
y WaMY-Fe. � W- z ! MlJdg-2, Y- 9 9-Z-ZI79 -ilaXIN170.2 SHL
21,oy agyZ:I-
10 A -4 79-2�?Ad
1111M Zq7MOW
/0,4 W.&W-7 -9NM7,WY-Z5,,5-4922P �2,,V te *Z
-qalll4 _Zoo=/ 0
lf-zo�9!91VIA"-15F 14PA'1:7,41&a:9NO OL a9J111Y17'-'6,1
J,�/ 9 7=Z20'V
.,-Y /IYO" " "(M/f gj P-25 O-Z/YO 959.29p, 7
&IcYZS* 96'-7D:) V OAoo' --fa1AA , / = 7—r—r7—r
ROZ-07 '5-7 -L=7,1r -,W
09-ZP'-21a1Y1!W-ZN-2i1Vfl1VOkY t91V170V - 0
991 ON
24
a
.Zl--WRN--7R Rtf-Z YO --O' IVI
0., a,"y gl&j 4, `-faq 00 P,946Z /gzwzg &-gv
-11V-q,W--7SYR 4-Z / 71.Z12 .2/ 7917d p .4,P'M9A /&0 9014f , 00
I ij 09
0q,
OJ -
p 9)) 90
VI
.00ll
ol
'oe
00
07)1
N
N
01 -5 NO I -L Pe.7 0 7
:V�ZI-5 77HM
fq
,Ale :9",;" ok
jj_jjjjP� Op 7-70Y,11d'
V1 -z_
06q 'Oe7'
-/ZWZI?
77--7M
OM7 9 9 7
00 7 01
"r VIA
71.7 NZA
<1
M N 'A/ 0,7:
Ifo 0
001
'Otp, 00
7=70drd
- (t4�),
6W '&,), O�p
11
PMICr 'UrT.j,LITIyrrrrrEASK
Ad, M."
t�,7 7.77
X
. . . . . . . . . . . . . . . . . . . . . . . .
. . . ... .....
p p
�Uftt county r1re
ipproved wit com
ns on attached shi
EDIAM
Wr
X
_4
7
Aa NO
'Ur
MEN
v
-E^ -g
AW,
67�
'BELOW: (OatiglaS f4r may oe sabstalut6d.- where Mem-Fir isispecified.1
-,FOR TRU SA9,NOTLj'
LUP ABER SMALL B ; E OF MINIMUM GRACEA SPECIFS 'G6� MGM: (trAm
ft ;I F.
OF -1.? 5 S, V 1�4 14, 0 fY F 1� bmu#akm is wim" ft rftmtve�* a wo to cmamcal
CHO SIZE SS�_ flF P, _IQ HF c n r4 14 210A F P tt: F 450 F _?
AllvaolX WM_ tM Wki mWlo&-% so 10 1W Meg wwwo"Wowam
-dry owobm� of mm in mmmacome *Ymcnffwo
% 4114 ilm 438 0 -.4 1
'TO
v, PC14 M*UR*2 MWO W&Wn At 3tC k* COINd IT CC WrWft d%Wd-
3h il" 34'10' 12 0' 119' 1;7� 0' 2 16 35' lk '1 340 0 _nft &A bf&V* a U"=M Sro" or "dge j j="SVY
7=..
1. " �vl 6S
70 Sr &Mgn &Mh
-boTT40hi dko'_
I kroad bnoWq or cmwW btaaN -.w4mmmi4m -,a* sho-m—
A 11 8"i 440 86 3 11 oown*
4&V -AW 5 f I
Z X A 4! 48' An 44*11 38V
WES MEMBERS 2x4 STANOAAD OR STUD GRADE HEM -FIR. 213 *t-REW-;0k'0PrA-3 NOTED ON DMGm Lmv 2" of p4" mnWvj*a" I* 0"Fv
SPAM TO 4 8 80 SPACED 24�.fl*' ;#Ci
2X4 .8TAr%l'l-Ar%D o;i stun GwAuE
-1 LATEkAL't�i?ACT-4G 'R t f3j) I Q Ef)T. F �R_1%5fX 4/4 CONFIGU41TJON
t) 5.0*12 PITCH
L L UN ROOF z 239,0 PSF
L+P
_G z I
nL 13N CEILIN
70TAL DESIG3 LOAC
P, ou N,
OFF P -A N E L POINT SPLICE U12) 42 =FS F?li
TO 48 f' J5
?Xb R4.0Xh.A,T4h AXIAL STRESS UNLY,
2Xfi Rd.tIX4.15, T44 TO 4V 0" Laim 01)RATIUN JfjCRFA.SF 1,25
-PLAK JOINT DETAIL A*
A 2X4 9?.4Xb.0pT2.9/h Tf, 400100 -MAXJ�4t)A TRUS-S MEMBER FnRCE3 WEACTION= !344
21X 6, R41'.!5_XT.5!,T'5Al 48 8- 3.5 080
2Xb Q4,8Xb�.O-,J56: 42# 0,- t7i4 R,2.4X4.5t,T,?.9/4 T13 36 8,"
0
I I -2hJ4 :8 '1 Cl I I j, I R-0 2, -875
2Xv U4,ftXb,,0,'T4h '36" 8 21-0 4
p'ANEt Pp t fl
4:'* 0 1(14,. 5 p -T 4 h- 4 0 ' 10. 3 .�S 4 "41 T SPLICE (TJ21 T 2 1,7113 '*413 3 1300
214 K4' 0X4jS,T44 3611,811 1 ri 6 _'t4 R5'.bX7,3vT58 V) 440 24"
2XIL W3,:;2%4,,5,13a 24' 0" 1.5 1 4,RX6.0,T96 To a2
3,*2f
2 X Q, R a 8)(f3.0,T56 TO 40f If)"
7 P V 4 R 4. 0 X a .5+,. T 54 TO; 36' 8
A' No SPL'l CE
ZZ
R 2'* 4UX4.5,`T�.V4 TO 48
R2-.4)(3.0pT2.5/4 TO 300 00 otoir.
TJ2
r,;NE
Oft
mc
4rE Of
-4,
it VkN
1.5," MIN(Sph) ff" Ar
ox
A MATCH'T.C.
JMW L
12 7070
L/20 -
B2 81
ILL
BJ2
SPANJO 4 8
.3pQUCE_PINE_FISZ
PA
NELIPOINT SPLTCE 012) IR
PANEL PONT SPL'ICE
'T58 YO 44# An TO 4A' 142 W3.?Y7.5 TO 48' V.
R a ax 7 , SLo TS'S TO 48* Cm3=21t a) RQ.RX7.5
R2.4X6.O TO 42 T v 460 q* -
R4 SXb.
0.156 'To 42# OV
R4 816%.0,T56 i�O Sh' 8
'T 0 35' 9
T 0 31 -,9"
R Xb,0,vT54' TO 30' Ow R2,'AX4,.c
Ta, .3 OL"
Ni SPLICE
NU SPUCF R2,4X6,0 VAIM OL
J"M#L
'R?.�. 4 X9-, O'SL T 2. 5/8 TO R2.4X4.5 TO 23 3v
R0.8X3.0031 M 48e Aq a
g CrViL
r
-FIR SPRUCE I N E -F 141
U G U
-4
./T46 to 81 as o T4(3, TO ALS
-qj
_9
511 �-'T 415 T 0, AS #
T2,5/8 TO 45
4-
-41
TO
T
2.45/6, T0-37 TL3 6
I ri
Lim:
3
icw,
IUFF; PANEL POINT SP
T2 5/4 T2 34 �S
/4
'Qym A3 0 4.36- TO
T2 Sib, T Ali-
-V
'x. -
deinledn6�
RL R
7_
%@MAW
7 i
'AT
A* �p ML
MI
RP
J;
JI -
U515 1 �-W
2,
M
V�
Ztl
SMALL BE RASF aSPECIES FOR TRUSS SPANS-AS.'NOTf MAELOW*looucles f4or may oe %jzscouted wovo Htoi"-Fir is sWiftecLi
---------- -
LIRER OF Ml MUM G GENERAL NOTES: (woes otftoivroe 1080660
sell*
t"Caf(Mcit" -W 1411110111 brCoo 10 b* d@avrwa IT zgw
CHO SIZE 'ls, juj xj- mF X.7 HF CON HF luoO F 1 1111 1 415n F --l—ri I, ftuw4tvn a onwely mit rowwowev of a" rmpocm ciWaramr.
, - a _,Z, AS *�WN. Wrr- Sod DOM. Z M
&V Ago 0 3. Oqr,-r it"unies -*y conown , vo imp *I Mn=WW.* vftwowww
3 V Dmvn "Wxr*s twang braon &I T PC " awre. I
F� C1111ORM
7-277-ft,7727 6" 32" 90 29# 30 C -9i bsiimv M aa=u &MR or Weew of
-771 _0 rors"Adri-I
3ho
2 X cavow rkew lo UM bvfttm VAPWW
*onage -6 4AWjMW
0 60 36 0 am -VU3 WeAma Wars rX40N wficro vu."
ptP,TTCVJ CHO. 73(3 81, -50 0 360�. h. ol 32' 1 2, 6 f b
n. � - Or UWW WMWq W.,,
7 3 fS I a
40, XAV4 so to pow, avooftacwor a oud
STANDARD OR ST
'l WgR UVABERS 224 GRADE HE6�FIR. 2x3 *2 V:!M. WOWAS 14=0 ON DESIGN
ow. — — -11 1 u 35 S-. 3PACED. 24000 oio-c*
ujv oto-�,14046 k k .5
44/1 CONVIGURATIOlit
15*0:12. PITCH
LL,*DL ON �ROOF a 23 .0 P3F
-A
30 osp
f)
TOTAL DE3lGh:LOA
5 P3F.
OFF PANELPONT SPLICE fT2) CEILING REDU
0 STRE'33 �DhLf
2X6 R4,0)(4,5,T44 TO 160 86
Io N INC *,5
LOAD DURAT
An
J PEAK, JOINT DETAIL a
-4 TO 36 80 MAXIMUM TRUSS'MEMBER,FORCES REACTION= 1005
2 Xlb- R4, OXb,, 0, T4b 36 all 2.0 410# 2X R2,4xa.5,T2,514
2 24.QX4.5,T54 30' 0' 2.0 4o0j, 4
lb
T 1 -t9lt 8 1 1769 W 1 ---399 W 2 562
2X4 R4.0,X4,5PT44 361 80 2,0 4.0a, 4 P-Al4EL POINT SPLICE (TJ2,) -T 2 -1660 9 2 1180
2,X 6 R4o8X6,OYT56 TO 36' 80
2X4 R4,OXU.5+,T54TO 161 8111
cow -
12
5400
4
NO SPL ICE.
A7
ZZ R I 6X3.0o,-,-T31 TO 360 Bit
RO:&�FJ;Zi3l TO 301 0"
TJ2
-J. 14.0 I.S.,
Ala
IN(Spl.)
.4
equal
equal
U15=
1/4
r 4-1 7070 x" 3M
L jam It
Bi
e2
3 EQUAL PANELS BOTTOM CHORD . .......
BJ2
it
SPAN Trl A 0 q
q
P A N E L, nOUG-FIR SPRUCE-rPINE F
POINT SPLICE 61
R4 8X& OT56� TO 36' 8w R20X60 TO 36t 8 *1 R 4 0 Xj, 5 TO 3�
-R4,8X6,O,T54zTO 300 0* R2,4X4,5- Mtn
0, 32' 5" 'R2,4XY,5 TO 36# b!"
'!R4.0*4.5j,-T44 JO R2 4XE% .0 -TO 3 t
24,
t
R2 4)f tj
TO 231, 1
SPLICE
4
WR? TO 36- 0 -
ON.
TO 941
F I R SPRUCE -PI NE:4 14
DOUG
��l If
-,T0 36' 3" J44 TO 3
TO 343
jo 25,t, 6
5/4 T
T Or -2 3
4,
T-2 5/4
Z�l
3PL ICE (B23"
TO, 4 1 M PTY
0 F F PA EL`P0, N
R )(6 0
Zo .. a pl
'7�
R - "Wok 1; ,*0017 M -W - 00 IV,,