HomeMy WebLinkAbout029-131-015k ✓w
029-131-015 00-3048
LOFGREN,LUELLA
5279 CHURCH ST., RICHVALE
CONTR: DAN'S ROOFING j
RE ROOF
029-131-015 05-3219
CARLISLE, IAN
CHURCH, RICHVALE
Cont: RICK HYSMITH
NSF R GARAGE
F-,-
Flill
015
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #: (530) 538-7541
PERMIT NO.
BP053219
PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS.
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
Issued Date: 01/17/2006 APN: 029-131-015-000
the Business and Prof ions Code, and my license is in full force and
--
effect.
9 /11
License Cl L* L'cense Num r: 7 /
Site Address: 1288 RICE AVE RIC
Date: / ( a Contractor:
Map Index:
Description: NSF 576 GAR 824 2ND DWELLING
p
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
Owner: LOFGREN ESTHER LUELLA REVOCABLE
permit to construct, alter, improve, demolish, or repair any structure, prior
to its issuance, also requires the applicant for such permit to file a
TRUST
signed statement that he or she is licensed pursuant to the provisions of
the Contractor's State License Law (Chapter 9 commencing with Section
LOFGREN ESTHER LUELLA TRUSTEE
7000) of Division 3 of the Business and Professions Code) or that he or
P O BOX 291
she is exempt therefrom and the basis for the alleged exemption. Any
RICHVALE, CA 95974
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).):
❑ I, 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
Applicant: HYSMITH CONSTRUCTION
such work himself or herself or through his or her own employees,
RICK HYSMITH
provided that such improvements are not intended or offered for
sale. If however, the building or improvements are sold within one
5190 PENNINGTON RD
year of completion, the owner -builder will have the burden of
LIVE OAK, CA 95953
proving that he or she did not build or improve for the purpose of
530-695-8784
sale.).
❑ I, 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 builds or improves thereon,
and who contracts for such projects with a contractor(s) licensed
Contractor: HYSMITH CONSTRUCTION
pursuant to the Contractors' State License Law.).
RICK HYSMITH
❑ I am Exempt under Article 3 of the Business and Professions Code
5190 PENNINGTON RD
LIVE OAK, CA 95953
Date: owner:
530-695-8784
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
License #: 791117
❑ 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
Architect:
required by Section 3700 the Labor Code, for the performance of
Engineer:
the work for which this permit is issued. My workers' compensation
insurance carrier and po li number ar
K- -
Carrie / Wl � l/� N
Total Square Ft: 576 S.F.
Policy #: I0 L/ 6 11 J —()2J
Valuation: $37,440.00
❑ 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
Census Code:
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
Q
h those provisions.
forthwith comply it(
29'& 20
se
Date: `-� v
� � 4 32g 2
� ss R so
Applicant:
WARNING: Fa re to secu a workers' compensation coverage is
4Ll
unlawful, and shall subject an employer to criminal penalties and one
y 30"2
hundred thousand dollars ($100,000), in addition to the cost of
t
compensation, damages as provided for in Section 3706 of the Labor
code, interest, and attorney's fees.
_CONSTRUCTION LENDING AGENCY"
This permit is hereby issued under the applicable provisions of the Butte County Code and/or
I hereby affirm that there.is a construction lending agency for the
Resolutions dowork indicated above for which fees have been paid.
performance of the work/for which this permit is issued (Sec 3097 Civ.)
(} /�G
r
By: a/(1m l £RllXl l Date: -� I `1 -U
Name:
y
PERMIT EXPIRES ON: 1' v
/(Date
Address:
❑ 1 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 du authorized agent of the owner. agree to comply with
all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any ici I fo r document of Butte C u Ity. I hereby
tativees1off Butte ounty to nter upon t e above me tioned property for inspection purposes.
authorize repre41-1
r' XA 0 Signature:
Print Name :(S I l
-�JA v `` Ili -
Date: !
❑ owner b.¢ontractor ❑ Agent for Owner ❑ Agent for Contractor
B. C. Building Permit 01-16-04 pg 1
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
AND SUBMITTAL REQUIREMENTS 1
24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) M-2834
OFFICE #: (530) 538-7541
A FEE WILL BE REQUIRED AT TIME OF APPLICATION
Website: www.buttecounty.net/dds
"PLEASE PRINT CLEARLY"
For olc use on :
OWNER
Last Name f .
�� s
First Name
Address
City
CityIC
Stat
`
Zip ✓
Phone
ax
E-mail
E-mail
For olc use on :
CONTRACTOR
Name
C
Address
City
I Yes
State
Zip
Phone
Type Const.
Fax �� v
E-mail
Map Book
Lic. #
Clas
For olc use on :
ARCHITECT/ENGINEER
Name
Address t
City
I Yes
a e
Zip
Phone
Type Const.
Fax
E -m
Map Book
State License Number t
For olc use on :
NO
Flood Zone
SRA
I Yes
No
For olc use on :
ZorW
Flood Zone
SRA
I Yes
No
Occ.
Type Const.
Subdivision Name
Map Book
Page
Lot #
Planner
Date Approved:
OVER FOR SUBMITTAL REQUIREMENTS
K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc
Page 1 of 2
PERMIT
OS 3Wq -
BP
BIN #
LOCATION
AN
Pro ert A r " City
Cross Stree
/CMZ
WORKER'S COMPENSATION
Policy Number
Carrier
If hiring anyone other than license contractors, a certificate of worker's
compensation must be shown at the time of permit issuance.
LENDING AGENCY ;
Name
Address
Description or Scope of Work:
Sq. Footagdj.
LJStructure .•
Milrw'ifhout Permits
❑ 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, anew applicati on" plans' and fee will be
required.
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 other aepa iment costs are not
refundable.
by: Amount:
Receipt #:
Dale���I G 5
SRA
Sheriff
SMIP
Other
O Total
REV 2-24-05
0
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140
` PERMIT APPLICATION DATA SHEET
OWNER: CC` i 1 ASSESSOR PARCEL NUMBER U 9 Jam,` t • U I -5
Proposed Building Use: Y Permit Technician: Date:
Items required in order to apply for a permit. Il boxes MUST be checked OR marked NA in ord r to apply.
1. Site plans, 3 or 4 sets, signed b`y-thd prepare of the plans.
2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.
❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
4. Engineered truss details and layouts in duplicate. No faxesl
❑ 5. Letter from Engineer or Architect for truss design review.
❑ 6. Energy compliance design and supporting documentation in duplicate.
❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings.
❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in
duplicate.
❑ 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.
❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate.
❑ 11. Hazardous Material Form
❑ 12. Acknowledgement of building permit application without required clearances.
❑ 13. Other
S
Rep'fii g items needed to issue the permit. (May require additional plan review upon receipt of the following items.) �� X11/\
14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicablet
C�"
❑ 15. Fire Sprinklers............................................................................................
❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ..
❑ 17. Soils Report and/or Engineered Foundation required ........................................... "tc tr �vG
❑ � � 18. Erosion Control Plan Required........................................................................
19. Fees as shown on the attached Schedule of Fees Due Sheet ..............................
❑ 20. City of Chico Plumbing permit........................................................................
❑ 21. Site plan and business license approval from the City of Biggs ..............................
❑ 22. California Department of Forestry plan approval ❑ paid. Sent by:
23. Planning approval for (A) Use: c (B) Parking: (C) Parcel Check:.4.....�2 • I • Gf'
❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................
❑ 25. Fire Marshall Review (commercial projects only). Sent by: ......................
r' 26. NPDES Form............................................................................................ 5��
27. Encroachment Permit for driveway from the Public Works Dept ....................... /
r'./ -1'
28. Contractor's license Information. (Number, Name Style, Classification) ...................
❑ . 29. Worker's Compensation Carrier and Policy Number ..........................................
❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) .....................
❑ 31. Letter of Signature authorization....................................................................
❑ 32. Recorded copy of Agricultural Acknowledgment Statement .................................
❑ 33. Existing violations and/or expired permits ............................... .......
......
.....
....
""
❑ 34. Deed Restriction..............................................................................:...........
❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO .........................
❑ 36. Other:
❑ 37. Other:
When issued Telephone Z5�t' o- "( tet' � and hold for pickup.
have been info ed of the above items and requirements for obtaining a building permit.
Applicant: /1 Date: 7
J 0
1. Index permit appli tia for tAabve's nu red: Plan Check Letter2. Additional items r`e Contractor, designe `own ; wof a ove data by phone, ❑ mail, ❑ counter, by Date:
Contractor, designer, o ner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date:
Contractor, designer, owner, was advised of the above d to by ❑ phone, ❑ mail, ❑ counter by Date:
Plans reviewed by: fZ Date: 'D _ Plans approved by: Date: 112A i 1 0
Structural reviewed by: Date: Structural approved by: Date:
Note transfer by: Date:
Yellow: Building"Division
K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE, OROVILLE, CA 95965
www.buttecounty.net/dds
IMPACT FEES - RESIDENTIAL*
Applications After 2/14/05 u
PHONE (530) 538-7541 FAX
538-2140
r RECEIPT OF FEES SCHEDULE
- RESIDENTIAL
County 1
Owner CARLISLE, IAN APN No:
29-131-015
3117.4,
Application Date 12/7/2005 Permit No: BP
5-3219
3995.45
4889.5(
EI Medio Fire District
RECEIPT DATE
Tech/Asst
1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION
$2,147.00
1288.20 32 1 0
Ko t
Plan Check portion of Permit Fee
$858.80
== xi
Processing Fee is automatically added to impact fee total 1
2 FEMA RYes Flood Elevation Review $109.98
0
WATER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.#
$200.00
3 SRA* Yes Fire Plan Check - Non -Refundable $95.00
0
(State Responsibility Area) Building Inspection $109.98
0
NON-REFUNDABLE portion of fees due at application
$858.80
RECEIPT DATE
Tech/Asst
FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION
4 SMTP* - Strong Motion Instrumentation Program (Enter amount from permit system)
5 Additional Plan Check Fees (NON-REFUNDABLE)
6 Other*:
6a Other*:
FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT
7
IMPACT FEES - RESIDENTIAL*
Applications After 2/14/05 u
jPer Dwelling
SFD ,,
Per Dwelling
MF
Per Dwelling
MH
County 1
4096.87
3071.14
3117.4,
Chico Urban Area
5372.09
3995.45
4889.5(
EI Medio Fire District
3128.31
2297.77
2326.3E
North Chico Specific Plan
SR -1, SR -3, SR-1/PD
coo R-1
ti° R-2
R-3
7938.531
8031.53
7541.531
6780.531
6757.08
6850.081--7726.4E
6360.08
5599.08
7633.4<
7236.4<
6475.4<
Processing Fee is automatically added to impact fee total 1
$100.00
8
WATER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.#
$200.00
DRAINAGE FEES*
9 CHICO STORM DRAINAGE 770 Butte Creek $7,73E
MASTER PLAN 771 Comanche Creek $8,06E
772 Little Chico Creek $8,79,
New construction, vacant
773 Big Chico Creek $6,59( land, on 1 acre or less - 774 Lindo Channel $8,13E775 SUDAD Ditch $6,97(
Enter 1 or less acre value 776 Mud -Sycamore Creek $6,07(
777 PV Ditch $8,60'
9a More than 1 acre, existing buildings - fees to be assessed by Public Works
Fee Determination Sheet Needed - Enter amount determined by PW
10 THERMALITO DRAINAGE AREA 1 $652 Maximum
Per each new livingis where full drainage fees have not been paid
10a Temporary elling 130 At time of building permit
$130 annu renewal fee for first 4 re o exceed $652.
PROOF OF YMENTPF ES (BELOW) MUS BE REC&VIEQ PRIOR TO ISSUi
check is comple =
r applicant to take to respective dis rict office.
11 SCHOOL DISTRICT F "-- Biggs 057.
1858.80 C %7-
1_$3.74� X43252
RECEIPT DATE Tech/Asst
�$a,1s$._8 77 91J32%_ 12 -2 -ns
RECEIPT DATE Tech/Asst
OF PERMIT. Forms will be prepared after plan
11a RECREATION DISTRICT FEES" licable - " V l
�X0\
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: V
Pursuant to Governmentde ecti n 6020, you are hereby notified those Items followed by an ""may have been imposed on your projec . You have 90 days
from the date of approval o h porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are
specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 1105
RICHVALE SANITARY DISTRICT BUTrE
RICHVALE, CALIFORNIA
DEC .2.0 2005
DEVELOPMENT
SERVICES
Butte County Department of Development Services
#7 County Center Drive
Oroville, California 95965
December 19,2005 - - -
To Whom It May Concern:
The Richvale Sanitation District Board has approved the additional living space under
permit #053219 to be hooked into our existing system. The proposed structure lies
within our existing district boundaries.
Sincerely,
Gary A. Stone, chairman — Richvale Sanitary District
cc: Jerry Mitchell (fax); Ian Carlisle — property owner
y
P. O. Boz 1, Richvale, CA. 95974-0001 0'z Cj ^ /3 �— U 15
Department of P b ticWorks
�, ;,..• E� � 1.},ND DEVELOPMENT DNi510N
Michael Crump, Director Storm Water ManagernentPro;rarn
7 Count' Center Drive
Oroville. CA 95965
p �S (530) 538-7266
'CIC Wpr (FAA 538-7171
National Pollutant Discharge Elimination System (NPDES) Phase ll
Construction Storm Water Permit and Storm Wafer Piollution Prevention
Plan (SWPPP) Acknowledgement [LESS iHA�d ACRE
Project Description:
Project Location and/or Parcel Number: 6 Z� 13
1 t'KV Jt
By signing below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB
1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit
ard. Phased projects that contain
from the State of California Regional Water Quality Control Bo
multiple site build -outs of less than one acre but when 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 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 more of land may result in revocation of grading and/or other permits or other
sanctions provided by law.
Signed:
Title:
Date:
0 Sf,
:r
r BUTTE COUNTY SCHOOLS IMPACT.FEE CERTIFICATION FORM
(One form per Building)
School District ' Z Building Department No.
A.P. Number 01 Jurisdiction: City lCounty
Property Owner r_G �A IV— _ ' -� Y\
Property Location/Address
Subdivision
Residential Development F Q
No of Living Mobile Home
Units Insta lation
Commercial/Industrial Q
New Addition
Building Department
District Identification No. �O
Lot No.
05-:5,P, ( 9
.......................................................................................�
'Sq. Footage
Addition/ 'Supplemental to (Group. R)
Conversion Permit #
*(No foundation inspection)
Deed Restricted Sq. Footage
(Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document)
Sq. Footage
I Ic)
Date
(Including Exterior
Roofed Areas)
-k School V (�j ��'�(p School District certifies that �C( >"\ CCA( , l SA f
(Applicant)
(Street Address) (Phone Number)
(State)
has complied with the requirements of Resolution No. by payment of $ V? C)() ? L�
representing (0 square feet.
f l l OD V
SchoolTLRep esentative 0
B 2926 $
ULL MITIGATION $
I-- I I - 0(r)
Date
Paid by Check # Z� I Remarks: ( Max
G ,
Notice: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compliance with
Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the Imposition of the face In any court action.
If, subsequent to the School.Dlstrlct Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is
notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental clue ty Act (CEQA),
this project may be subject to additional school teas to fully mitigate Its Impact on the school district's schools.
White (school district), Yellow (building department), Pink (applicant) teeform.xis (3I05Wnm
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION -" -
7 Country Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO.
(Rev.12/96) ' APPLICATION AND pERMtT i ; -31941 9
ASSESSD�ELI
JIU,A�I3ER_ _ ,_
ZONING
BUILDING PERMIT .
OWNER UJE= LDFaM ,
TELEPHONE
SO. FT. OCC. BUILDING VALUATION
.OWNERS MAIUNCi ADDRESS
52 9 c >< ST., RI CA 95974
Yf�
CONTRACpqT��O��Rp'Sqq CME y/►
if3f6���7 �C i1`�?
TTELLEPHONE
1536^8U8
CONTRACTORS MAILING ADDRESS
6951 LINO" BLVD.. QF07 I1.E. CA 95%6
CONSTRUCTION LENDER
LENDER'S MAILING ADDRESS
Fireplace
Total Valuation $ jf
ARCHITECT OR ENGINEER
LICENSE NO.
Filen Fee $ 20.00
Permit Fee $ 41.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $
suILDINcD ass+ RIGN
��
Energy Plan Checking Fee $
$ e4 A"
PERMIT FEE $ • d
LOT NO.
SUBDNISIONS NAME
PARCEL MAP
PLUMBING PERMIT Filing Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap 7.00
Solar or heat pump water heater 23.00
Water piping 15.00
Each gas water heater or vent 15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: REW IV/MtP
Gas piping system 1 - 5 outlets 15.00
Building sewer 15.00
Mobile Home I S I G I W 920.00
PERMIT FEE $
ELECTRICAL PERMIT Filing Fee 20.00
600VOR LE
Main Service 20 OA OR LESS 23.00
LICENSED CONTRACTOR'S 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 fu l force and effect.
License Class Lic. No. —1 i� �"* c—
'—OWNER-BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, 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.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 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.
❑ 1 have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit 1s Issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Main Service PGOA TO 1000A 46.00
NEW CONST. DWELLING OCCUP. S -
OR ADDNs. a ACC. erns. 3.50F
NOµpalD NST' MU LT000TLET @7,50
POWER APPARATUS
8 SINGLE OUTLET CIR.
20 @ 1.00
EX. OCCU . OUTLETORFMRES BALI @ .50
Ex. Occup. 070 Ts RM.D� 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE $
MECHANICAL PERMIT Filing Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEt $
Policy Number
(The above sections need not be completed If the permit is for work of a valuation
of one hundred dollars ($100) or less.)
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 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
fo with co ly wit thos provisions.
- / •''�� '`► 0
X Date / G� i "t 1
Signa re of Applicant -Owner NY Contractor ❑ Agent
An OSHA permit is required for excavations ove_ r,5'0" deep and demolition or construction
of structures over 3 stories in heightt.,- —
Mobile Home Installation Fee $
Energy Inspection Fee $
Occ
CONST. TYPE
TOTAL FEE $61*00
MNZ.
I D FEES IMP
I FLOOD
CDF
I PARCEL
PD
HD
ISSUE
This permit is hereby Issued under the applicable provisions
of the ButtelCounty Pode and/or Resolutions to do work
ind ci sled abo'e�for hich fees have been paid.
�`7
By % DateG
PERMIT EXPIRES ON
/pate)
Receipt No. 301—f _;;I (0 IC S6 N �
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
029-131-015 00-3048
LOFGREN,LUELLA
5279 CHURCH ST., RICHVALE
CONTR: DAN'S ROOFING
RE ROOF
K
T
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 MI NO.
(Rev. 12/96) APPLICATION AND PERMITMz 37�
ASSESSD P CELNUMB31ER
-1-015
ZONING
BUILDINGPERMIT
OWNER LUIIA LOFGRM
TELEPHONE
FQ.FOCC.BUILDING VALUATION
1,800
. OWNERS MAULING ADDRESS
5279 CHURCH ST. RICHVALE CA 95974
CONTRACTOR'S PE
DAN SAMROOFING
TELEPHONE
534-8118
CONTRACTORS "UNG ADDRESS
6961 LINCOLN BLVD. OROVILLE CA 95966
CONSTRUCTION LENDER
Fireplace
LENDERS MAIUNG ADDRESS
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee
$ 41.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$
BUILDING ADDRESS
5279 CHURCH ST. RICHVALE
Energy Plan Checking Fee
$
$
PERMIT FEE
$ '
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each gas water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: REROOF W/MW
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G W
(9?20.00
PERMIT FEE
$
ELECTRICAL PERMIT
Filing Fee 20.00
a00OR LE
Main Service ao.A VOR LESS
23.00
LICENSED CONTRACTOR'S 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 forc_9 and effect. C �vj
License Class ` LIC. No. �_�]!� , C,
'—OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, 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.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 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.
❑ 1 have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit Is Issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
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 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
fort ith�co ly 't those provisions.
f�
X Date,14 ��C l `1���
Signa a of Applicant - Owner Contractor ❑ Ag n� t
An OSHA permit is required for excavations ov O" deep and demolition or construction
of structures over 3 stories in height
Main Service TO 1000A 46.00
NEW CONST. NG OCOUP. SO
DWELLIW:
OR ADDNS. DW:%N1eLOS. 3.50FT:
EW
N"ONR61D MULTI.OUTLET @7,50
POWER APPARATUS
8 SwGLE OUTLET CIR.
p
Ex. Occup. OUTLET OR FIXTUR SAL so
ED
Ex. Occup. ouT A�o.) E
5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE $
MECHANICAL PERMIT Filing Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEIE $
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST. TYPE
TOTAL FEE $61.00
HAZ
D FEES IMP
I FLOOD
CDF
PARCEL
PD
HD
ISSUE
This permit i hereby Issued under
of a Bu co my ode and/or
Indic d b for ich fees have
i
By
PERMIT EXPIRES ON
the applicable provisions
Resolutions to do work
been paid.
/
�Z� o (J
ate
Receipt No. —'
WHITE-D.D.S.-B.D. CANARY-ASSE OR PINK-INSPEC R GOLDENROD -APPLICANT
` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 �p�F o.
(Rev.12196) APPLICATION AND PERMIT (/
AssestoRPAReeLruEPeei _ �—
/�
"-4
BUILDING PERMIT
9-7 �-.
Ta`pM01111
SQ. FT. OCC. 6_!IL
NG VALUATION
owNErs uAUNo-C'i
� �/
• r, �
_ _.__ . _—__
(.� .'
.
PAM�rs
s ways
/„
[(/
c014TMcT= ueora
FFireplace
LMOM MMM MOMS
Total Valuation =
Slina Fee
S 20.00
AW,WMCT aR V4MEM S MALM AOoaess
Permit Fee
_L4 I --
Plan Checking Fee
S
"r'a'OA0°�s
Energy Plan Checking Fee
S
r
=
PERMIT FEE
r°TNO s°1DNtNA�
P� MAP
PLUMBING PERMIT
Fling Fee 20.00
Each Trap
7.00
USEOFSTRUCTURE
Solar or hent pump wateflh
23.00
SF O Duplex O Mobilehome 0 Other
Water piping
15.00
tPw"T
Each as water heater or
15.00
TYPE OF WORK
Gas tin tem 1 - 5 o
15.00
New 0 Addition 0 Remodel Uti O Installation 0 Other 0
Building sewer
15.00
Mobile Home S G
020.00
Describe Work:
PERMIT FEE
S
ELECTRICAL PERMIT
Filing Fee 20.00
Main Service zo°D0"ow O0R =s
23.00
Mein Service 20" TO IOWA
46.00
CONST. OWELLMoccuP.
OR AOONs. i ACC. elDs.
s
NOKRE9tO. Nff cum 1. ULTFO{rTLtT
@7.50
PS0NOtt APPAAATM9
TIEf p0.
i OU20
EX. OCCU . OUT ET OR PORNNES
aAL ®x.00 .50
Ex. Occup. O �iS ES,o)EA.
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMIT FEE
$
MECHANICAL PERMIT
Fling Fee 20.00
*PERMIT FEE PAID
$ '—
Heating
SRA - -
$
Cooling
SHERIFF
$
HOOd
6.50
Ventilation
OTHER
$
PERMIT FEIE
S
Mobile Home Installation Fee
:
Energy Inspection Fee
Is
Occ TOTAL FEE $ (01
AMOUNT RECEIVED
$ ��'
NAz O. PEES WP R=0
COP PARCEL Po asvE
This permit Is hereby issued under the applicable provisions
of the Butte County Code and/or
Resolutkms to do work
Indicated above for which fees have been paid.
*RECEIPT NUMBER
* TO BE PVT INTO 'COMPVTER
By
Date
PERMIT EXPIRES ON
n
MICROPAS7 v7.10 File-JM576 Wth-CTZ11S05 Program -FORM CF -1R
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MICROPAS7 ENERGY USE SUMMARY
= Energy Use
Standard
Proposed Compliance =
_ (kTDV/sf-yr)
----------------------------------
CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER
METHOD
CF -1R Page 1
Project Title.....
MITCHELL
�r0*** Date -.12/06/05 09:46:08
Project Address........
5279 CHU ST
---------------------
0.80 =
RICHVALE, CA
*v7.10*
I I
Documentation Author...
JACK MUNDS
*******
I Building Permit # I
0.11 =
Munds Drafting &
Design Services
I I
_ *** HERS Verification
-----------------------------------------------------------------
-----------------------------------------------------------------
708 Colusa Ave.,
Ste 5
I Plan Check / Date I
Yuba City, CA 95991
I I
(530) 674-7800
I Field Check/ Date I
Climate Zone...........
11
---------------------
Compliance Method......
MICROPAS7 v7.10
for 2005 Standards
by Enercomp, Inc.
MICROPAS7 v7.10 File-JM576 Wth-CTZ11S05 Program -FORM CF -1R
User#-MP2299 User-Munds Drafting & Design S Run-JM576
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----------------------------
----------------------------
MICROPAS7 ENERGY USE SUMMARY
= Energy Use
Standard
Proposed Compliance =
_ (kTDV/sf-yr)
----------------------------------
Design
Design
--------------------
Margin =
-
- Space Heating..........
18.59
19.28
-0.69 =
- Space Cooling..........
21.90
21.10
0.80 =
= Water Heating..........
27.89
27.89
0.00 =
= Total
68.38
68.27
0.11 =
_ *** Building complies
with Computer Performance
_ *** HERS Verification
-----------------------------------------------------------------
-----------------------------------------------------------------
Required
for Compliance
lei DIU21R. AmatilrhViscilt
HERS Verification.......... Required -
Conditioned Floor Area..... 576 sf
Building Type .............. Single Family Attached
Construction Type ......... New
Fuel Type ................. NaturalGas
Building Front Orientation. Front Facing 0 deg (N)
Number of Dwelling Units... 1
Number of Building Stories. 1
Weather Data Type.......... FullYear
Floor Construction Type....
Number of Building Zones...
Conditioned Volume.........
Slab -On -Grade Area.........
Glazing Percentage.........
Average Glazing U -factor...
Average Glazing SHGC.......
Average Ceiling Height.....
Slab On Grade
1
4608 cf
576 sf
9.7 % of floor area
0.38 Btu/hr-sf-F
0.35
8 ft
0"!,;--'3 2i �
BUTTE COUNTY
BUILDING DIVISION
APPRQ ED
2/a� 05
CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 2
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Project Title.......... MITCHELL Date..12/06/05 09:46:08
---=----------------------------------------------------=----------------------
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BUILDING ZONE INFORMATION
-------------------------
Floor # of # of Cond- Thermo-
Vent Vent Verified
Area
Volume Dwell Peop- it- stat
Height Area Leakage or
Zone Type
(sf)
(cf) Units le ioned Type
(ft) (sf) Housewrap
--------------
Living
-----
576
------ ----- ----- -------------
4608 1.00 2.0 Yes Setback
----- ------- ----------
2.0 Standard Housewrap
OPAQUE SURFACES
---------------
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
------------
1 Wall
-----
Wood
---- ----- ----- ----- --- ---- ---
164 0.095 15 0 0 90 Yes
--------- --------------
IV.9 A4
2 Wall
Wood
165 0.095 15 0 90 90 Yes
IV.9 A4
3 Wall
Wood
206 0.095 15 0 180 90 No
IV.9 A4
4 Wall
Wood
149 0.102 13 0 270 90 Yes
IV.9 A3
5 Door
None
20 0.330 0 0 0 90 Yes
None
6 Door
None
18 0.330 0 0 180 90 No
None
7 Roof
Wood
576 0.025 38 0 n/a 0 Yes
IV.1 A18 Attic
PERIMETER LOSSES
----------------
Appendix
Length
F2 Insul Solar IV Location/
Surface
(ft)
Factor R-val Gains Reference Comments
-------------- ----------------------
------------
8 S1abEdge
------
97
---------------
0.760 R-0 No None
FENESTRATION SURFACES
---------------------
Exterior
Area U- Act Shade
Orientation
(sf) factor SHGC Azm Tilt Type
Location/Comments
------------------------
------------------
1 Wind Front (N)
----- ----- ----- --- ------------
16.0 0.380 0.350 0 90 Standard
F1/Vinyl/Wood Operable L
2 Wind Front (N)
24.0 0.380 0.350 0 90 Standard
F2/Vinyl/Wood Operable L
3 Wind Right (W)
16.0 0.380 0.350 270 90 Standard
R1/Vinyl/Wood Operable L
CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3
Project Title.......... MITCHELL Date..12/06/05 09:46:08
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MICROPAS7 v7.10 File-JM576 Wth-CTZ11S05 Program -FORM CF -1R
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OVERHANGS
---Window--- ------------Overhang------------
Area Left Right
Surface (sf) Width Height Depth Height Extension Extension
----------- ----- ----- ------ ----- ------ --------- ---------
3 Window 16.0 4 4 2 1 n/a n/a
SLAB SURFACES
-------------
Area
Slab Type (sf)
---------------- ------
Standard Slab 576
HVAC SYSTEMS
------------
Verified
Number Verified Verified Verified Verified Maximum
System of Minimum Refrig Charge Adequate Fan Watt Cooling
Type Systems Efficiency EER or TXV Airflow Draw Capacity
------------ ------- ----------- ----- ------------- -------- -------- --------
Furnace 1 0.900 AFUE n/a n/a n/a n/a n/a
ACSplit 1 13.00 SEER No No No No No
HVAC SIZING
Verified
Total Sensible Design Maximum
Heating Cooling Cooling Cooling
System Load Load Capacity Capacity
Type (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr)
-----------------------------------------------------
Furnace 13698 n/a n/a n/a
ACSplit n/a 9200 11103 n/a
Sizing Location............ OROVILLE RS
Winter Outside Design...... 25 F
Winter Inside Design....... 70 F
Summer Outside Design...... 102 F
Summer Inside Design....... 75 F
Summer Range ............... 37 F
CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4
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Project Title.......... MITCHELL Date..12/06/05 09:46:08
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I MICROPAS7 v7.10 File-JM576 Wth-CTZ11S05 Program -FORM CF -1R
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DUCT SYSTEMS
WATER HEATING SYSTEMS
Number Tank External
Heater in Energy Size Insulation
Tank Type Type Distribution Type System Factor (gal) R -value
---------------- -------- ------------------- -------------- ------ ----------
1 Storage Gas Standard 1 0.575 50 R- n/a
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. ***
This building incorporates HERS verified Duct Leakage.
This building incorporates a Zonally Controlled HVAC System.
This building incorporates a Housewrap/Air Infiltration Retarder.
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 HERS verified Duct Leakage. Target leakage is
calculated and documented on the CF -4R. If the measured CFM is above the
target, then corrective action must be taken to reduce the duct leakage and
then must be retested. Alternatively, the compliance calculations could be
redone without duct testing. If ducts are not installed, then HERS
verification is not necessary.
hi
Verified
Verified
Verified
System
Duct
Duct Duct
Surface
Buried
Type
Location
R -value Leakage
Area
Ducts
-------------
Furnace
-----------
Attic
--------------
R-4.2 Yes
--------
No
---------
No
ACSplit
Attic
R-4.2 Yes
No
No
WATER HEATING SYSTEMS
Number Tank External
Heater in Energy Size Insulation
Tank Type Type Distribution Type System Factor (gal) R -value
---------------- -------- ------------------- -------------- ------ ----------
1 Storage Gas Standard 1 0.575 50 R- n/a
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. ***
This building incorporates HERS verified Duct Leakage.
This building incorporates a Zonally Controlled HVAC System.
This building incorporates a Housewrap/Air Infiltration Retarder.
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 HERS verified Duct Leakage. Target leakage is
calculated and documented on the CF -4R. If the measured CFM is above the
target, then corrective action must be taken to reduce the duct leakage and
then must be retested. Alternatively, the compliance calculations could be
redone without duct testing. If ducts are not installed, then HERS
verification is not necessary.
hi
CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5
Project Title.......... MITCHELL Date..12/06/05 09:46:08
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REMARKS
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 the individual with
overall design responsibility.
DESIGNER or OWNER DOCUMENTATION AUTHOR
Name.... JERRY MITCHELL Name.... JACK MUNDS
Company. MITCHELL'S BUILDING MAT. Company. Munds Drafting & Design Services
Address. 195 WASHINGTON ST Address. 708 Colusa Ave., Ste 5
GRIDLEY, CA Yuba City, CA 95991
Phone... (530) 846-4409 Phone... (530) 674-7800
License. i
Signed.. 1Z 1 Signed.. 4105
i (date) (date)
ENFORCEMENT AGENCY
Name....
Title...
Agency..
Phone...
Signed..
(date)
MANDATORY MEASURES CHECKLIST: RESIDENTIAL
MF_ R Page 1
.Project Title..........
Project Address........
.Documentation Author...
Climate Zone...........
MITCHELL
5279 CHURCH ST
RICHVALE, CA
JACK MUNDS
Munds Drafting
708 Colusa Ave.
Yuba City, CA
(530) 674-7800
11
Date..12/06/05 09:46:08
*******
---------------------
*v7. 10* 1
******* I Building Permit #
& Design Services I
, Ste 5 I Plan Check / Date
95991 i
I Field Check/ Date I
---------------------
Compliance Method ...... _MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc.
I MICROPAS7 v7.10 File-JM576 Wth-CTZ11S05 Program -FORM MF -1R
I User#-MP2299 User-Munds Draftingg
& Design S Run-JM576
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-------------------------
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 documents,
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
De- En-
sign- force -
*150(a): Minimum R-19 insulation in wood framed ceiling or n/a
er ment
equivalent U -factor in metal frame ceiling
9-36
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)
gyl�j
*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(1): 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 l/
118: Insulation specified or installed meets insulation quality
standards. Indicate type and include CF -6R form
116-17: Fenestration Products, Exterior Doors and Infiltration/
Exfiltration Controls
1. Doors and windows between conditioned and unconditioned
/
spaces designed to limit air leakage
2. Fenestration products (except field -fabricated) have
MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 2
-Project Title.......... MITCHELL
--------------------===Date 12/06/05 09:46:08
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label with certified U -factor, certified Solar Heat Gain /
Coefficient (SHGC), and infiltration certification t/
3. Exterior doors and windows weatherstripped; all joints /
and penetrations caulked and sealed 1/
SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES
n/a
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(1): 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 V
3. The following piping is insulated according to Table 150-A/B
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 psi,
meet requirements of Table 123-A
5. Insulation must be protected from damage, including that due
to sunlight, moisture, equipment maintenance and wind
6. Insulation for chilled water piping and refrigerant suction
piping includes a.vapor retardant or is enclosed entirely
in conditioned space
7. Solar water -heating systems/collectors are certified by thei
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, 602, 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,
De- En-
sign- force
er ment
V/
MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 3
-Project Title.......... MITCHELL Date .12/06/05 09:46:08
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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, and
plenums defined or constructed with materials other than
sealed sheet metal, duct board or flexible duct shall not
be used for conveying conditioned air. Building cavities and
support platforms may contain ducts. Ducts installed in
cavities and support platforms shall not be compressed to cause /
reductions in the cross-sectional area of the ducts
V
3. Joints and seams of duct systems and their components
shall not be sealed with cloth backed rubber adhesive
duct tapes unless such tape is used in combination with
/
mastic and draw bands
4. Exhaust fan systems have back draft or automatic dampers
5. Gravity ventilating systems serving conditioned space have,
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 N
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)
118(1): Cool Roof material meets specified criteria —y`—
RESIDENTIAL LIGHTING MEASURES
De- En-
sign- force
n/a er ment
150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID:
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
MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 4
-Project Title.......... MITCHELL Date..12/06/05 09:46:08
---------------------------------------------
I MICROPAS7 v7.10 File-JM576 Wth-CTZ11S05 Program -FORM MF -1R
I User#-MP2299 User-Munds Drafting & Design S Run-JM576
------ ----- ---------- ---------- -------- ----- -------------------- -------------
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
rooms shall be high efficacy luminaires (except closets
less than 70 ft2), OR are controlled by a dimmer switch
OR are controlled by an occupant sensor(s) that complies
with Section 119(d) that does not turn on automatically
v
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
d
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 d/
comply with Section 119(d)
J
99
9171
r. T 7,
TR(JSS
O LOOMIS OFFICE
3243 Rippey Road
Loomis, CA 95650
Phone: (916) 652-4655
Fax: (916) 652-3860
O MARYSVILLE PLANT
5033 Feather River Blvd.
Marysville, CA 95901
Phone: (530) 743-8855
Fax: ' (530) 743-8856
Truss.Design Submittal
Designed By: Date: Technical Representative:
Bryan Wagner November 1, 2005 Bryan Wagner
* All enclosed drawings are in alpha -numerical order *
Client
Mitchell's Building Supply
Project
28x50 Bldg. (Attic)
Biggs, Ca.
Office Phone: Site Phone:
R
Office Fax: 11 11 Site Contact:
Plan/Elevation: Floor System: O O Original Submittal LL
;�ti
Y �
Roof System: O O Complete Revision it
Work Order # 1141005
O Partial Revision: Replaces individual drawings
O Addition: Add to Original Submittal
PEAK PLATE: 3-4 (2x4)
5.5 (2x61
6-6 (2x81
MAXIMUM 1'-0' EAVE WITH
6'-0' MAXIMUM
BLOCKS @ 32"o.c. OR 2'-0' EAVE,
BRACE SPACING MAXIMUM, WITH 4x2 02 OR BTR.
1
OUTLOOKERS CUT INTO GABLE Qb
1
32'o.c.
2x4 BRACE
2x4 02 MINIMUM CONTINUOUS
)1
STRONGBACK BRACED TO ROOF
.I II
STRUCTURE AT 6'-0' MAXIMUM.
STRONGBACK AT; 2x4 STRONGBACK BRACED
4'-10' CLEASPAN, 70 MPH AT EVERY 8'-0' MAXIMUM
1.5-3, TYPICAL
4'-1.5'CLEARSPAN, 80 MPH
CONNEaTION
MINIMUM GRADE CHORDS AND
STUDS 2x4'STUD/STANDARD.
STUDS TO BE MAXIMUM 24-o.c.
;WALL BRACING PER BUILDING
'DESIGNER. _
HEPLATE: 3-4 12x4)
—_
S-6 (2x6) ' I
— -----
6-612X8)
SC SPLICE; 3-4 12x4'
5-5 (2x8)
CONTINUOUS BEARING WALL I 2x4 CONTINUOUBBACKING
8.8 12x8) A
WITH 10d NAILS AT 24' o.c.
TO THE WALL PLATE.
SECTION A
GABLE ENO FRAMING
CONNECTION DETAILS (MIN. NAIL REQUIREMENTS SHOWN)
MAXIMUM 40 PSP LIVE LOAD.
2x4 SOLID BLOCK WITH 3-10d NAILS Sd AT S' O.C. GABLE STUD
SHEATHING TO GABLE
MPH WINO EXPOSURE C.
TRUSS, Bd AT 0'
EA. ENO AND Bd NAILS FROM SHEATHING
LE
LESS THAN 20'•0' WALL HEIGHT.
o.o,
TO BLOCK AT 8-a.c.
/
J
' •
OFES Q,(, CINODETAILS
y
/
M !�
1 x' NOTCH 0 32' o.a,
2.16d 10d
SOLID BLOCK AT
WITH 2.18d TOE• � 24'o.c. •
Q
2.1 Od NAILED EA. END 2.1Od
2■4 BRACE
c9 S No. C 4 m
WITH 4.18d NA IIS I I
CC �.12/ 1
lL
fill 11 0
SI'AGINO
UAIC
C
WARNING Read all nota, on thla #haat and give a Copy of It to the Erecting Contractor•
UBC CONTINUOUS
2/11/99
Ihn ibMd'r Y L/ eri nhhvdrW bWl lulp Component a nu den o..etl on fpeCnc�.hon. prwded W m. eompmeM me 4aetve svd dO r .n
'„`
Ka�r4lu «dn 1ne currom f.r.yxl. u1 IPI antl AFPA tlwpn ftedarda. NO rwpeulbedy w ufNned led rlenenMonal aCo4aev. Denwrleple we
lu hs rnu6r.1 nr the CwnµlneN nun,4 lura end'or buddm0 uesWner prior to tatty AIron Tha buIJinO tlefgner snob aKMWrI itLl rile MHW
utblud uu Unf uwyrr meal w s..ed the lwtling Imputed by It's 10C41
T
wading LOCO. II is assumed thel N. top Chord U W erakv braced bi in.
ulyd Or mor [hrollhm0 .,W the bobbin Chord is lmeralty b,aced M a nOld sheathing malertal mreaty stlaCled. w+uas othewise noted lbom
��
•hnwrl Y An ""'61""'61 fuypM 4 cu P-llf menitris Onh 10 red," brComp-4Ahn01en0th. This Compn sr"ll not be pieced in arrP enwMvnee one,
Cod auw the wdraOre Content a 1M woad e.Geed 19% andror twee connector pule Conwan. ►sOrlean. Mrnae, Ittf{a, 9t10 Or9w 01r tn»e n
GABLE DETAILS
IIKAWAL SY>;ILM3 CO(*K)RAI1UN
e.'wrMnCe wen rale luwv'mg s1e16eM. 'TRUSCOM MANUAL' by Truewal.'OUALITY CONTROL STANOARD FOR METAL PLAiI CONN#CTiO
w000 1AUSS"' 10ST.N1. 'NAAIOUNO INSTALLINO AND
CO
PRAONO METAL PLATE CONNECTED WOOD TRUSSES'. (MSiI) &td -MaAI
SIIMMNly SrrtE 1' by TN The Trust ►W a In.144e (TPII w 1uCst d &1 5113 DOmkq 0,—. Medison, WisCohm 03719. The A.—Cm Fowl a, ,j
Now
AsaeGaton (APPA) M 1oCaled M 1250 Cww*dtul Are. 1/W. Se 700. Wage#Ion, DC 2000.
Optional vent 3-4 1 GENERAL GABLE DETAILS FOR WIND LOAD BRACING I DWG# C002065035
opening per
design drawing. Max. 12 eave
THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION
'` ' `
SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR
unless noted on
DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS
T uSVJAL
THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL
drawing.
IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT
0P��i►��S rEMS
APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO
Pitch per design
3-4 43-4 drawing.
Gable End Truss
RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY.
Solid block between Wasea
for nailing of diagonal brace,
attached to sheathing and
Brace Interval as
{,
truss each end, typ.
specified on the
approved engnineering
drawing or standard
detail or chart. Typical 2x_ strongbach
(whaler) brace along back
Truss spacings
per designs.
face of gable• braced with
2-6 • or - 45 degree diagonal
2x_ (yp.) braced to root
S=3-4 S=34 sheathing as shown.
onnectorp/ates shown are for example only. See actual truss design for required plate sizes and orientation.
Structural gable trusses will generally have diagonal and vertical members other that those shown above.
WALU BEARING SUPPORT
Gable Iruss is n r o us Dearing exceptas may norecroninclivildual gn arawwings.
+ Indicates stud members that require bracingl
END (FACE) VIEW
SIDE VEE:Wfl
1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE
RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSI/TPI
REFERENCED BY THE MODEL BUILDING CODES.
2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY
NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED
ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND
SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO
PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE
FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED
VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE.
3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT
EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING
INTERVAL MAY BE INCREASED TO ONLY ACCOUNT FOR THE L/D LIMIT OF 50 FOR
COMPRESSION MEMBERS (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL IS 6'-3").
4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL
EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN.
5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING,
SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR
BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END.
6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR/ DRAG LOADS) HAVE NOT BEEN
CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF
THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS.
7) ALL ITEMS 1-0 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS
APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW.
8) WEIGHTS OF ANY MATERIALS LISTED IN $5 MUST BE ACCOUNTED FOR, EITHER IN
STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD
ARE INDICATED BY "LOAD CASE 111111" CHART ON THE DESIGN DRAWING.
9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS
BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED
STANDARD DRAWING TX01087001-001.
10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE
CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY.
NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND
ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL
DESIGNS.
Sj/OrV
q �.
LQ
m
J 4 82 ,13
* 12131/0! * DATE: 320200
cif CNI1.
THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION
'` ' `
SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR
DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS
T uSVJAL
THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL
IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT
0P��i►��S rEMS
APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO
RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY.
Sj/OrV
q �.
LQ
m
J 4 82 ,13
* 12131/0! * DATE: 320200
cif CNI1.
Roof line 3D Layc
aaD�
TRUBWAL
00000
system
54-0
5'4-0
-141 281 B u i 1 d i ng SALES REP BW
DUE E:
Mitchell's Building Supply DSGNR/CHKR BW / BW
Westwood TC Live 100.00 pef
TC Dead 9.-00 pef
Near Chester Ca. BC Live 0.00 psf
BC Dead 8.00 pef
S - Total 117.00 pef
WO# : 1240205
Date : 10/28/2005 12:31
DurFac-Lbr 1.00
DurFac-Plt 1.00
O.C. Spacing 24.0
Design Spec UBC -97
#Tr/#Cfg : 28 / 0
Job Name: 28'x 50"Building attic Truss ID: GG Qty: 11
CRITICAL MEAGER FORCES: TC 2x6 DFL #2 Plating spec - ANSI/TPI - 1995 This truss is designed using the
BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code.
GBL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed - Yes, Importance Factor = 1.00
LoadedVforE10 PSFICBOnon RESEARCHREPORT#1607. IFHANGERS
ARE BASED ON ONI11..5EDON HANGERINAILSWFOR Hurricane/Ocean Li1ne ot EnNoZone
Exp Category = C
Ma use adequate staples for gable blocks. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Length = 28.00 ft Bidg Width = 24.00 ft
BUILDING DESIGNER MUST VERIFY GABLE LOADSI GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Mean roof height - 14.A5 ft, mph = 80
[+1 gable bracing required @ 58" intervals, HANGERS MUST BE RE-EVALUATED (BY OTHERS). UBC Standard Occupancy, Dead Load = 9.6 psf
i exposed to rind Toad applied to face. PLATING BASED ON GREEN LUMBER VALUES.
See neral Gable Details', C002065035.
8-8-8
3
I
0-6-8
r4
Ln 05
2-8-0 CTI T.
2-8-�N I N
14-0-0 14-0-0
'1 2 3 4 5 6 7 8 910 X11 12314 15 16 17 18 19 20 21 '
7_007 0
1-3
5-6 1-3
9-6-14
SHIP
0 I -6-8
28-0-0 cm
22 23 $4 ray a6 $7 $8 $9$7 a8 d39 60 81442 0 0
2-8—_0 US
N NTYPICAL E : 1.5-3 OlRuTISPORT
10/31/2005
Cust: Mitchell's Building Supply
W0: Drive_T-1141005_L00005-100001
Dsgnr: BW #LC = 16 WT: 302#
TC Live 78.00 psf DurFacs L=1.15 P=1.15
TC Dead 9.00 psf Rep Mbr Bnd 1.15
BRep Mbr Comp 1.00
C Live 0.00 psf
Rep Mbr Tens 1.00
BC Dead 7.00 psf O.C.Spacing 2- 0- 0
Design Spec UBC -97
TOTAL 94.00 psf DEFL RATIO: L/240 TC: L/24
VVAK1V /IV C7Read all notes on this sheet and give a copy of it to the Erecting Contractor.
TMssig
den is for an MWualft bW =Tpw*M mol U= system h haseen bbased on spedfira9ons IxvMW by 9e component manufaduner
®
and done m accordance with the ameM rersbres of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy.
Dimen&Wlsare to be senihed by the component manufacturer andfor building designer prior to fabrication. The building designer mit ascertain that
HOMEW OOD
Oe low uIliiad on this design meet or exceed the loading Imposed by ft local building code and the particular application. The design assumes
that Sue top chord Is laterally braced by the roof or door sheathing and Ne bottom chord Is laterally traced by a riga sheaNirq material directly
attached, unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce drddtrg length. This corrponerd
® TRUSS
shall not be placed N any emlronment def will reuse the moisture content of the wood to eaeed 19% art(Var muse connector plate corrasion.
4445 Northpark Or.
Fabricate, handle, install and brace this truss In accordance with 'JOINT DETAILS by rruswal,'ANSVTPI 1', \NtCA V -Wood Trow Council
Co 1 D Springs, CO 80907
01 m Standard Design Responsibilities. I ANDUNG INSTALLING NG AND BRACING METAL PLATE CaDECTED WOOD TRUSSES
-(WB•91) and HIB -91 Sl1MMARY SHEE r by TPI. The Trus Plebe Institute M a hb Drive. al DOnDrive. Madison, Wsmnsin $3719.
TRUSPLU S 6.0 VER: T6 . 4.2
American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 890, WasMngton, Dc 20038.
10/31/2005
Cust: Mitchell's Building Supply
W0: Drive_T-1141005_L00005-100001
Dsgnr: BW #LC = 16 WT: 302#
TC Live 78.00 psf DurFacs L=1.15 P=1.15
TC Dead 9.00 psf Rep Mbr Bnd 1.15
BRep Mbr Comp 1.00
C Live 0.00 psf
Rep Mbr Tens 1.00
BC Dead 7.00 psf O.C.Spacing 2- 0- 0
Design Spec UBC -97
TOTAL 94.00 psf DEFL RATIO: L/240 TC: L/24
Ion
o_b Name: 28'x 50' Building
(attic)
PLATE VALUES PER ICBO RESEARCH
G X+LOC REACT SIZE REQ'D TC
2x6 DFL
#1
1 0- 2-12 4290 5.50 4.57 BC
2x10 DFL
#1
2 27- 9- 4 4290 5.50" 4.57"
2x10 DFL
SS 10-13
G REQUIREMENTS shown are based ONLY WEB
2x4 DFL
STANDARD
the truss material at each bearing TIE BEAM
2x4 DFL
SS
X DEFLECTION (span • ATTIC WB
2x4 DFL
STANDARD
673 IN MEM 11-1Z ( IVE) Lumber shear allowables
are r Nn,
L= 0.49" D= -0.10'
T= -0.59"
PLATE VALUES PER ICBO RESEARCH
CRITI
TC
NEMER
FORCES:
WR. / TENS.(WR.)
10-11
11-12
Loaded for 10 PSF non-concurren
1-2
2-3
-674ODW
6749
1.15 /
56
0.56
One row of cross bridging X-br
9
3-455
-6501
1.15 /
/ 643(1.
0.57
i5) 0.93
i
required at centerline Of roe
Attic collar tie requires later
S-6
-6So1(1. 15)% 64
1.15 0.93
shown plus bracing at the pan
the tie
6-7
-6749(1.16)/
O.S6
collar (unless noted
or rigid sheathing is require
BC
8-9
O0MP.(DUR.)/
/
TENS. WR. CSI
5694 1.15 0.69
9-10
/
5704 1.15 0.92
10-11
11-12
/
/
5704 1.15 0;92
5320 1.15 HIS
12-13
/
5704 1.15 0.92
13-14
/
S704 1.15 0.92
14-15
/
5694 1.15 0.69
AOD"v
2-9
WR. /
970 1.15 /
TENS WR. CSI
35� 1.60 0.16
2 -ll
3-11
-903 1.15 /
/
801 1.15 0.3S
2080 1.15 0.91
S-12
6-32
/
-910(1.15)/
2080 1.15 0.91
798 1.15 0.35
6-14
-975(1.15)/
359 1.60 0.16
TB
CDV. /
TENS.(DUR.) CSI
0.98
16-S6
-8565((1.15))%
AW
t
TE �5 ( )
16-4
�fflt.
8f (DDU.6U) OAST
A ,, :,
HOMEWOOD
® TRUSS
4445 Nor;hpark Dr.
Co o Springs, CO 80907
TRUSPLUS 6.0 VER: T6.4.2
8-8-8
I
0-6-8
#1607.
may be
of
Truss ID: G2
bracing required at each location shown.
standard details (TXO1087001-001 revl).
M1=PLATE MONITOR USED -See Joint Report-
ing spec : ANSI/TPI 1995
c roan load - 120 psf plus any added
ads indicated. Roan U gefl. is L/360.
DESIGN IS THE COMPOSITE RESULT OF
Y
5-6-11A-10-12 i 4-10_12 N 5-6-11
5-6-11 I 14-0-0 18-10-12 28-0-0
14-0-0 14-0-0
' 1 2r 1 2 3 14 5 6 7 r5 6 7
7� 7 00
8-8
FIF
I
0-6-8
61 S=10-12 S=10-12 B2
R 290 24 R 4290
U:44 45 asst U:44
8 9 10 W-7 8-0-0 12 13 15
5-6-11 9-9-8 N 5-6-11 i
5-6-11 o' 18-10-12 N 28-0-0
WHK/V/N URead all notes on this sheet and give a copy of it to the Erecting Contractor.
This design Is for an bndstdual dil6ig corrpone ! not ince system it has been bored on speakeliars PVA&d by Uie omponen maadactua
and done in eacrdernae vim the oj,m vasios 01 TPI end AFPA design 9a dards. No responsibility Is assumed for dmesiornel aodaay.
Otmassionsae to be vedfled by the component rtsMamm a Wor baldep designer prior to fab� The building designer must ascertain the
the loads dE®d on this design mea or wosed the Wading Ir posed by the Wool Willing code and the partiOJa eppli®tim. The design assumes
that the tap Chad Is laterally trams b/ the root or floor sheMng and the bottom clad is laterally braced by a rigid sheathing material directly
Madned, unless otherwise noted. Bracing shown Is for lateral support of components mambas arty to reduce b,aa!rg length. This a
shell not be placed In any aMronme t that will ram the moisture corleat of the wood to ermeed 19%adfor muse connector pate corrosion.
Fabricate. hadfe, trstall and tram On truss W accordance vAth 'JOINT DETAILS by Tnrswat,'ANSI(fPI 1'• %YrCA V.Wwd Truss Cowell
ofArterior Sladad Design Respo sibilgies. WMXJNG INSTALLING AND BRACING h£TAL PLATE CON ECM VVOOD TRISSES
{"8391) and 19691 S AWARY SNMr by TPI. The Truss Rae Institute (,PI) is located at 00noMo Odle, Madsm. Wisconsin 53719.
The American Fast/ and Paper Association (AJ -PA) Is located at 1111 19th SM. MN, Ste 800. V%bWrgtm. OC 20038.
UPLIFT REACTION(S) •
Support 2 -44 lb
This truss is designed using the
UBC -97 Code.
Bldg Enclosed - Yes, Importance Factor = 1.00
Truss Location - Not End Zone
Hurricane/Ocean Line - No Exp Category = C
Bldg Length - 28.00 ft Bidg Width = 24.00 ft
Mean roc height - 14.3S ft, mph 80
UBC Standard Occupancyy, Dead Load = 10.2 psf
---- ---LOAD CASE #1 DESIGN LOADS -------------
Dir L.Plf L.Loc R.Plf R.Loc LL/TL
TC Vert 188.00 - 1- 6- 0 188.00 0- 0- 0 0.23
TC Vert 174.00 0- 0- 0 174.00 9- 1- 4 0.90
TC Vert 194.00 9- 1- 4 194.00 9- 3- 0 0.80
TC Vert 174.00 9- 3- 0 174.00 18- 9- 0 0.90
TC Vert 194.00 18- 9- 0 194.00 18-10-12 0.80
TC Vert 174.00 18-10-12 174.00 28- 0- 0 0.90
TC Vert 188.00 28- 0- 0 188.00 29- 6- 0 0.23
BC Vert 14.00 0- 0- 0 14.00 9- 1- 4 0.00
BC Vert 254.00 9- 1- 4 254.00 18-10-12 0.84
8C Vert 14.00 18-10-12 14.00 28- 0- 0 0.00
3-16 V 20.00 9- 3- 0 20.00 14- 0- 0 0.00
16-S V 20.00 14- 0- 0 20.00 18- 9- 0 0.00
T pe... lbs X.Loc LL/TL
TC Vert 60.0 - 1- 6- 0 1.00
TC Vert 60.0 29- 6- 0 1.00
BC Vert 44.6 9- 1- 4 0.00
BC Vert 44.6 18-10-12 0.00
9-6-14
SHIP
10/31/2005
Cust: Mitchell's Building Supply
W0: Drive_T_1141005_L00005_100001
Dsgnr: BW #LC = 32 WT: 306#
TC Live 78.00 psf DurFacs L=1.15 P=1.1S
TC Dead 9.00 psf Rep Mbr Bnd 1.15
Rep Mbr Comp 1.00
BC Live 0.00.psf Rep Mbr Tens 1.00
BC Dead 7.00 psf O.C.Spacing 2- 0- 0
Design Spec UBC -97
TOTAL 94.00 psf DEFL RATIO: L/240 TC: L/2
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SITE PLAN
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Assessor's Parcel Number.
Owner Name -
0 Scale: 1"
Address / Phone No.
Site Location
Contact: Name Phone
FOR OFFICE USE ONLY
Zoning:
General Plan Desig:
Size, Acres
4.00"
PROVIDE FOR ALL
ADJACENT PARCELS
SIZE (AC):
ZONING:
GEN PLAN:
USES:
{
VENYILATION CALCULATION:
28'X 50' = 1400 5F ATTIC VENTILATION
1400 SF XY50 = 9.33 5F VENTILATION REQUIRED
9.33 5F X 144 5Q. IN. = 1344 5Q. IN.
NET FREE AREA OF 3 Y2" X 22,V2" SAVE VENT = 53 5Q.
INCHES.
NET FREE AREA OF DORMER VENTS = 100 5Q. INCHE5
USE 4 -DORMER VENTS (400 5Q. IN.) AND
18- 3 Y2' X 22 Y2" EAVE VENTS. (954 5Q. IN.)
TOTAL NET FREE VENT AREA = 1354 5Q. IN. 0. K.
NOTES
I . PROVIDE 2-20 AMP APPLIANCE CIRCUITS FOR THE KITCHEN.
2. PROVIDE DEDICATED 20 AMP BRANCH CIRCUIT FOR
'� LAUNDRY RECEPACLE OUTLET W/ GFCI.
3. PROVIDE DEDICATED 20 AMP BRANCH CIRCUIT FOR THE REQUIRED
BATHROOM OUTLETS. THI5 CIRCUIT SHALL NOT SUPPLY LIGHTS, FAN5, ETC.
4. ARG -FAULT INTERRUPTERS SHALL PROTECT ALL OUTLET5 IN BEDROOMS.
t 5. EXTERIOR RECEPTACLES SHALL BE 0-0 FROM GRADE AND WATER -PROOF.
G. EXHAUST FAN5 IN BATHROOMS SHALL BE CAPABLE OF PROVIDING FIVE
AIR CHANGES PER HOUR. (IF INSTALLED)
7. PROVIDE REQUIRED COMBUSTION AIR FOR BOTH WH AND FAU.
PROVIDE COMBUSTION AIR WITH VENTILATED DOORS AND REQUIRED
VENT MATERIAL.
8. ALL ELECTCRICAL RECEPTACLES SHALL BE 12 GA. WIRE
ELECTRICAL LEGEND
WALL LIGHT SWITCH
WALL MOUNTED LIGHT FIXTURE
SUBSCRIPT NOTES:
+ = MOUNTING HEIGHT
+80..
PC= PHOTO CELL CONTROL
3= 3 -WAY SWITCH
MD= MOTION DETECTOR
4= 4 -WAY SWITCH
CEILING MOUNTED
INCADE5CENT FIXTURE
P= PILOT LIGHT
D= DIMMER
STANDARD CONV. OUTLET
WALL RECEPTICAL
F= MULTI -SPEED
CEILING MOUNTED OUTLET
FAN SWITCH
g
2-13ULB INCAN. FLOODLITE
I/2 SWITCHED OUTLET
T LIGHT
��FLOURS
4'- 40 WATT T-8
ELECTRONIC BALLAST
240 VOLT OUTLET
VTR
COMBO EXHAUST FAN
and COMPACT FLOURESCENT
�WP
GROUND PROTECTED OUTLET
VTR=VENT TO ROOF
SD
SMOKE DETECTOR I 10 V
HARDWIRED W/ BATTERY
PHONE OUTLET
BACK-UP
GD
GARBAGE DISPOSAL
o
UNDER/OVER CAB. FLUOR.
STRIP LIGHTING
See the attached
o„����Intial �4
Rer°Viremente
pages
BRACED WALL PANELS SHALL BE 7/6'
APA LP SMART PANEL NAILED W/8d
@G: 12 U.N.O.
OR
B 1/2" GYP BRD. w/ 5d COOLER NAILS
at 7" O.C. UNBLOCKED, Gd at 5/8"
THICK WALLBOARD.
MIN. WALL LENGTH 8' ONE 51DE
MIN. WALL LENGTH 4' BOTH51DE5
APPLY VERTICALLY.
C ALTERNATE BRACED WALL PANEL
3/8" PLYWOOD OR APA RATED
05B W151MP5ON 5THD8 HOLDOWN
AND DOUBLE 2X4 P05T.
5HIP LAP 51DING OVER PANEL.
ALL APPLIANCES ARE GAS
FIRED.
BUTTE COUNTY
BUILDING DIVISION
APPROVED
FLOOR PLAN
SCALE: 3/1 IS"= 1'70"
4" THICK SLAB
12" X 12" FOOTING
'GXGX IOX IOREME51-1
" 1/2" REBAR 2 RUNS
1/2" x 10" ANCHOR BOLTS G' O.C.
W/ 2"X2"X3/ 1 G" 5Q. WASHERS, 12"
FROM END5 AND JOINTS OR USE
51MP50N MA5 FOUNDATION AN
57G 5F LIVING AREA .1elnfi IF L
824 GARAGE AREAIO';titehell's Buildi IS -Warehouse
TOTAL 5F 1400 p,® ®x 1038
Gridley, A'95948-1038
(530) 846-44_09
Ic
I
A
R35
OVERLAP T.P. _
@ CORNERS
R13— C5
2X4 TRIMMER TYP
2X4 P.T. 51LL PLATE W/
%2" X 10" A. B. WITH
2" 5Q. X 3/1 G" 5TL. PLT.
WASHERS @ G' O.C. 12
FROM JOINTS AND ENDS
FIN. GRADE
—2X4 @ I G" O.C.
— 2X4 P.T. 51 LL
12
7��
4X 12
8d@G" O.C. 1/2"0 X 10" FDT BOLT @ G' O.C.
EDGE. NAIL W12"X2"X3/ 1 G" 5TL. PLT. WA5HER
a
z -III—III Q rl l l�l 1 1
#4 REBAR
N
•
�211 mi W.
FOUNDATION DETAIL
SCALE: I"= 1'-0"
FILL
TRU55E5@24" O.C.
4X 1 2
51DING NAILING: 8d HD GALV. G:2 FIELD
ROOF NAILING: 8d HD GALV. G:G: 12
TYPICAL SECTION FRAMING
SCALE: 1/4"= 1'-0"
F
Fc=2500 psi
TRU55E5@24" O.C.
2X4 DBL. T. P.
2X4@ I G" O.C.
30 YEAR DIMEN51ONAL COMP051TION
5HINGLE5 0/15# FELT O/ 7/1 G" 05B
SEE DETAIL BELOW
2X BLOCKING
DBL. T.P.
2
2X4@IG"O.C.
CONCRETE FOUNDATION
ROOF SHEATHING
8d@G" O.C.
,,--2X BLOCKING
�— H I C LI P TYP
4 mw
BUTTE COUNTY
BUILDING DIVISION
APPROVED
8d@G" O.C. EDGE NAIL
Jerry j�Ydllell
Mitchell's Buil M terials Warehouse
P. �0 038
Gridley, CA 95948-1038
(530)846-4409
2X4 OUTRIGGERS
@ 4' O.C.
OI 51MP50N H I CLIPS @ EACH TRUSS TO TOP PLATE.
ROOF PLAN
SCALE: 3/1 G" = 1'-0"
7/12 PITCH
BUTTE COUNTY
BUILDING DIVISION
APPROVE®
JekiMaterials
Mitchell's BuWarehouse
P.
Gridley, Cts 95948-1038
(530) 846-4409
.t� is
7/1 G" APA KA1-ED ( MAILED
W/8d @G:G: 12 W/ 15# FELT
AND 30 YEAR DIMENSIONAL COMP051TION 5HINGLE5
10
204
5K
IGHT
OI 51MP50N H I CLIPS @ EACH TRUSS TO TOP PLATE.
ROOF PLAN
SCALE: 3/1 G" = 1'-0"
7/12 PITCH
BUTTE COUNTY
BUILDING DIVISION
APPROVE®
JekiMaterials
Mitchell's BuWarehouse
P.
Gridley, Cts 95948-1038
(530) 846-4409
.t� is
DORMER VENT TYP 4
7,
RIGHT ELEVATION
REAR ELEVATION
J. GRADE
V.
5CALE: 1/8'= 1 '-(Y
�n4
2040 5KYLIGhT -
FIN. GRAI
LEFT ELEVATION
FRONT ELEVATION
'R
BUILDING
BUTTE COUNTY geyvlCAM9594,8-1038 ell
BUILDING ®MSI®N Mitchell's aterials Warehouse
APPROVED 103
Grid
(530) 846-4409
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