HomeMy WebLinkAbout041-640-006041-640.006
MOE, MIKE
g� SUNVIEW RD. PARAI
CONT. LEGACY CONST.
r c- .,
NOTES RESIDENTIAL
0411640406 01=1971
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MOE, MIKE I
SUNVIEW RD. PARADISE I
CONT: LEGACY CONST.
NEW 3 BR SF
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SPECIAL CONDITIONS
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
I�a�d dor
E. N
OFFICE COPY
Address
i GAS at �y
aL
Meter By D
ELECT ax
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Meter By
JOB FINALED (Date) 4.
Signature
is
COUNTY OF BUTTE
BUILDING DIVISION
1: DEPARTMENT OF DEVELOPMENT SERVICES ,
i' 411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
/ -- 14%71
PERMIT NO
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
COUNTY OF BUTTE
2_ BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street •Chico, CA - (530) 891-2751
County Center Drive - Oroville, CA - (530) 538-7541
t CORRECTION NOTICE
"i.
OWNERS PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If, you have any questions pertaining to this matter, or need additional explanation,
please cont t this office immediately.
��✓� [4-- �z
Date -)Vy/, - -'- Inspector
REV 10/92
I
,; COUNTY OF BUTTE - DEPARTMENT OF DEVEL OPMFNT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California, 95965 • Telephone (530) 538-7541 0/_/PERMIT No.
(Rev. 12/96) APPLICATION AND PERMIT q J
ASSESSOR PARCEL NUMBER
041-640-006
ZONING
-
BUILDING PERMIT
OWNER
MOE MIKE
TELEPHONE
877-0209
SQ. FT. OCC. BUILDING VALUATION
2270 R ,
.
OWNERS MAILING ADDRESS
500 _00
SURS.EL-D
CONTRACTOR'SNAME
LEG QN.;T-
TELEPHONE
872-9981
256 e, 3,328.00
CONTRACTOR
��STT ��MAILING ADDRESS
L1J
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee
$ 790,00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$
BUILDING ADDRESS SUNVIEW RD. PARADISE CA
Energy Plan Checking Fee
$ 23.00
$
PERMIT FEE
$ i
LOT N030
SUBDNISIONS NAME 135-60 64 12-29-94
PARCEL MAP
PLUMBING PERMIT
.F in Fee 20.00
MOUNTAIN OAKS ESTAMSEOF STRUCTURE
SF IN Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap
7.00 77
Solar or heat pump water heater
23.00
Water piping
15.00
Each as water heater or vent
15.00 15 oo
TYPE OF WORK
New UX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: NEW 3 BR SF
Gas piping system 1 - 5 outlets
15.00 1 r
Building sewer15.00
Mobile Home S G W
@20.00
PERMIT FEE
$ 171 nn
ELECTRICAL PERMIT
Fling Fee 20.00
Main Service 2�oai oa 'ss
23.00
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 force and effect.
License Class Lic. No. 'S/S�/7��
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,
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
ffirm under penalty of perjury one of the following declarations:
I ;�l
haveand will maintain a certificate of consent to self -insure for workers'
com ensation, as provided for by section 3700 of the Labor Code, for the
rformance of the work for which this permit is issued.
I 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 L4r�or� ,�j,d/�
Main Service 200A TO 1000A
46.00
NEW CONST. DWELLING OCCUP.
OR ADONS. ( a ACC. BLOS.
SO
3.5¢FT: ' 1
NEW CONS MULTI-OUTLE"r
NON-RESID.
@7.50
PGwER APPARATUS
B SINGLE OUTLET CIR.
Ex. Occup. OUTLET OR FIXTURES
BA� @':50
Ex. Occu o xTLLETSA(RESID.) EA
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMIT FEE
$
3 53 or
MECHANICAL PERMIT
Fling Fee 20.00
Heating
Cooling
Hood
6.50
Ventilation
6.50
PERMIT FEIE
$
Policy Number 7j 3— !?�:Mobile
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 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
forthwith comply with those provisions.
nt o Applicant -00 Owner tractor ❑Agent
rm'' Date- �_O / __
On OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 sioiies i height.
Home Installation Fee $
Energy Inspection Fee $
00
occ
(Z
coNsr. nPELCR
TOTAL FEE $1 791.00
HAZ
D FSC
�/
IMP
FLOOD
l—�V/
COF
PAROL
717115'
This permit is hereby issued under
of the Butte County Code and/or
indicated above for which fees have
By
PERMIT EXPIRES ON
the applicable provisions
Resolutions to do work
been paid.
A J
Date
(�
a
Receipt No. _ -7 1 , o
WHITE-D.D.S.-B.D. C ARY-ASSESSOR PINK -INSPECTOR OLDENROD-APPL ANT
I
COUNTY OF BUTTE - DEPARTMENT OF'DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVIL) E, CAL.FORNIA 95965 - TELEPHONE (530) 538-7541
PERMIT APPLICATION DATA SHEET
OWNER: .0 ASSESSOR PARCEL
Pro osed Building Use:
p g � Building Inspector: Date:
At time of permit application, I was advised the following data must be submitted prior to permit pr6esfingAnd/or issuance:
Date Received By
❑ 1. All items have been submitted.------------------------
❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans.
01 Complete plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------
ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.
❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ---------
❑ 6. Energy Design Compliance and supporting documentation.
❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ----
❑ 8. Hazardous Material Form. -------------------------------------
E19------------------------------------
❑9. Manufactured Home data and installation instructions including Tie Down Specifications. ------------------
Feesof------- = <----------------------------------------------------------
Impact fees as shown on the attached schedule. ---- ---------- ------------------------------------------------
� . California Department of Forestry plan approvaU ees.Al � I -
-- - -- ---------------------------------
, rFI'ood 'elevation certificate. ----------------- -----------------------------------------------------------------------
Sanitation and plot plan approval Clk'k i-0 Health Department. -------------------------------------------
❑ 15. City of Chico plumbing permit.-----------------------------------------------------------------------------------
❑ 16. Plot plan- and business license approval from the City of Biggs. ---------------------------------------.
❑ 17. Planning approval for (A) Use: O (B) Parking: -------------------
❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainagegal Parcel. -----------------
19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------
❑20. Pre -inspection for required Request to Building Inspector on
021. Contractor's license information. (Number, Name Style, Classification). -----------------------------
0 22. Workers' Compensation carrier and policy number. -----------------------------------------------------
023. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------
0,24. Letter of signature authorization. ------------------------------
Recorded copy of Agricultural Acknowledgment Statement.
1:126. Letter of intent on building use. --------------------------------
0 27.
--------- -
❑27. Manufactured Home utility clearance. -------------------------
028. Existing violations and/or expired permits.
_ F
G
29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $
3 . Other: QS i(AM11 i 5-i 66 P4NS (b 0644-&I at
you issue thepermit r�j follows ❑ Mail to owner, ail to co tr ctor.
2,,�'n
lephone o , 1 IPo` and hold for pickup atM (�_Lybffice. ❑Deliver with inspector.
SMIJct--. tR-wIeKW 9 (0 I'D I Rt�, -
Applicant: L'/ "'41 , Date:
Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By:
Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By:
1. Index permit application for the above items numbered: lan Check List
2. Additional items required:
fi t m, Contras esigner, owner, was advised of the above required data bycjphone, ❑ mail, ❑ Building Division counter, by Date: _1P
I esigner, owner, was advised of the above required data by ❑ phone, ❑ mail,J*uilding Division counter, by Date:
ontractor, igner, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: b
on actor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divisi counter, by Date:
Plans reviewed by: Date: Plans approved by: Date: 7-11—or
Sets of plans on hold inlan Cabinet, ❑ A.P. folder. Note transfer by: _ Date:
Yellow Copy - Department of Development Services, Building Division.
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
E.H. USE ONLY
* < Plot Plan Attached
Floor Phan Ala
c d
Sent to B.D.
M • � 4oe- At 30 Aa,4 _rr, gd.y U 041-640-"
Owner Location AP#
Plan Approved for: Sewage Disposal Water Supply: Public X' Private Well
Clearance for 3A dwelling. Other wl cw: hal-tb r dick panfAaa.e .
Hold final for:
Final clearance O.K. for:
NOTE:
-Z9 -01
Environmental Health Specialist Date
8/96
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT'SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
SCHEDULE OF FEES DUE
OWNER I r vy
PROPOSED BUILDING USE
V 1. BUILDING PERMIT FEES
--Balance Due ........................................................ $
--Additional Fees Due ............................................ 7
--Additional Fees Due ............................................ $
--Revised Plan Checking Fee..........................1.[..$
2` SCHOOL DISTRICT FEES �� E
(paid at District Office)
a
3. SHERIFF FEES (paid at Building Division)
Residential .................................... x $360.00 = $
Units
Commercial (sq. ft.) ...................... x $0.03 = $
Sq. ft.
4. URBAN AREA FEES
Residential ............................ x = $
# Units Amt.
Commercial (Sq. ft.) ............. —x—=$
Sq. ft. Amt.
5. RECREATION DISTRICT FEES
6. THERMALITO DRAINAGE DISTRICT FEES
$510.00 (paid at Building Division)
7. SRA FIRE INSPECTION AND PLAN CHECK
$89.00 (paid at Building Division)
8. WATER TENDER FEES (Battalion # )
$200.00 (paid at Building Division)
9. CSA 87 TRAFFIC FEE
$2500.00 (paid at Building Division)
10. OTHER
A.P. # ® --00('0
DATE
RECEIPT # DATE REC.
�0�- 1--p-
l� IP
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees
may be changed during the plan checking process.
APPLICANT
DATE &— !c _0 1/
Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been
imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned
items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a).
Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00)
September 11, 2001
Legacy Construction
500 Sunset Drive
Paradise, CA. 95969
Mike Moe
*Department of Developla. ent Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX
Assessor Parcel Number: 041-640-006
-Building Permit Number: 01-1971
This office reviewed building plans for the permit application referenced above. The plan
examiner's comments are listed in PART - I below. Please respond in writing to each comment
in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM.
Indicate which detail, specification, or calculation shows the requested information. Additional
response information is included on the response form. Your complete and clear response will
expedite the re -check and approval of this project.
PART — I
Provide additional information and/or make revisions to plans, specifications and calculations as
follows:
NON-STRUCTURAL COMA4ENTS:
1. Provide manufactures listing for the Housewrap/Air Infiltration Retarder required by the
energy design compliance and supporting documentation.
PART - U
The items identified below must be submitted prior to permit issuance. These items were noted
at time of permit application on the PERMIT APPLICATION DATA SHEET.
1. Pay Balance of Building Permit fees in the amount of $1,174.50.
2. Impact fees:
2.1. Complete and return the Butte County School Impact fee certification form.
2.2. Sheriff fees = $360.00.
3. Submit a Recorded copy of your Agricultural Acknowledgement Statement.
1 of 2
If you wish to discuss any non-structural requirements in PART - I, you may me at (530) 538-
7541 between,the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday: The attached
PLAN REVIEW RESPONSE FORM must accompany corrected items.
Sincerely,
44",
Glenn Gibbons
ICBO Certified Plans Examiner
2 of 2
RESIDENTIAL PLAN
REVIEW GUIDE
SINGLE FAMILY, DUPLEX AND
MISCELLANEOUS ONLY
Owner: (y 10 �—r Building Permit Number: l q
Plans Examiner: Glenn Gibbons A. P. Number: d y (- 6 yd - d oea
GENERAL:
Zoning requirements — (number of permitted living units).
Plans signed by the designer.
Proper description of work on the application
` Existing violations on the property.
,5/ Recorded notice of violation.
;5! Building permit valuation.
PLOT PLAN:
.,I' Complete parcel size and dimensions.
,Y Setbacks, side yard, easements, etc.
Other buildings or structures.
Grading, fills and/or drainage.
Flood hazard.
Pe Special conditions on Parcel Map:
Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑
Federal Aid Route and/or Federal Aid Secondary Route setback requirement
V Building or utilities across lot lines (Lot merger approval by Butte County Land Development)
FLOOR PLAN:
,k! Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3).
.i 10% of natural light and 5% of ventilation (Uniform Building Code section 1203).
Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet The minimum net
clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20".
When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than
44" above the floor (Uniform Building Code section 310.4).
Skylights (Uniform Building Code section 2409 & 2603.7).
Glazing in Hazardous locations (Uniform Building Code section 2406).
Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this
section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet
measured to the lowest Projection from the ceiling (Uniform Building Code section 310.6.1).
7! All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in
any dimension (Uniform Building Code section 310.6.2 & 310.6.3).
GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210).
Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be
used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath
or bedroom (Uniform Plumbing Code section 509.0).
Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in
a room, dompartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5).
Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building
Code section 302.4 exception #3).
1+. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes
(Uniform Building Code section 312.4).
l4 Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2).
Smoke detectors (Uniform Building Code section 310.9.1).
Page 1 of 2
Water closet clearances (Uniform Plumbing Code 408.5).
�6. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7).
`1/7'. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support
all loads (Uniform Building Code section 1806.3).
STRUCTURAL DETAILS:
Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels
must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not
exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall
lines must be continuous throughout the structure.
A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building
that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature,
registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets
of calculations.
Clerestory requiring balloon framing and/or engineering.
Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C).
Floor constriction details complete enough to construct building.
6. Elevations and wall construction details complete enough to construct building.
Roof construction details complete enough to construct building.
Fireplace construction details and calculations if necessary.
Garage door header size(s).
,kfi. Porch header size(s).
41. Typical header size(s).
I!f Stud heights.
-6. High expansive soil — special foundation design required.
Retaining walls requiring design.
1 j Gypsum wallboard nailing inspection required.
If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total
net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no
more than one foot above grade. Alternatively, certification may be provided by a registered professional
engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls.
Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction
design requirements must be shown on the building plans.
Y! Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be
designed and/or located so as to prevent water from entering or accumulating with the components during
conditions of flooding.
MISCELLANEOUS ITEMS:
.� Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006).
Guardrails (Uniform Building Code section 509).
.3' Brick or stone veneer (Uniform Building Code section 1403).
A. Exterior plaster — weep screeds (Uniform Building Code section 2506.5).
�3! Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2).
Foam insulation — protection.
%r 36" halls and stairways (Uniform Building Code section 1004.3.3.2).
�. Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2).
Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7).
f6. Attic access and ventilation (Uniform Building Code section 1505).
XI. Sound requirements.
12. Energy design compliance and supporting documentation.
CDF responsible area requirements.
BUILDING PERMIT REQUIREMENTS:
1. N SRA.
2. Flood elevation certificate.
3. ❑ Fire Sprinklers required.
4. ❑ Special Inspection requirements.
5. ❑ Use Permit conditions.
6. ❑ Sub -Standard Housing letter.
Pagel'of 2
SITE PLAN REVIEW APPLICATION
Date: g- I 1— C) P AP# 0
Permit Number (if applicable) D —
APPLICANT INFORMATION Parcel Size: 2-S AC
Owners Name:
Owners Address: �Do Sy )'J S lv T' D 2 PA , L A
Telephone No.: 8�'� - OrI39
Situs Address: som VI Eyy (D ;
Proposed Use:
Residential
® New Single Family Residential
❑ Single Family Addition
❑ Mobile Home
❑ Residential Accessory
❑ Permanent Second Dwelling
❑ Temporary Mobile Home (Aunt Minnie)
❑ Temporary Travel Trailer
❑ Multi -family
Non-residential
❑ New Commercial
❑ Commercial Addition
❑ New Industrial
❑ Industrial Addition
Other
❑ Septic
❑ Agricultural Exempt Building
❑ Other:
Brief Explanation (if necessary):
6
❑ Single Family Remodel
❑ Commercial Remodel
❑ Industrial Remodel
❑ Well
DO NOT WRITE BELOW THIS LINE
DEVELOPMENT SERVICES INFORMATION (For Staff Use)
❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval
10 Site Plan Stamped Approved
By!�e - Date Fj— 1 ti J 0 I
Page 1 of 5
C
ALL ITEMS CHECKED APPLY TO THE PROPERTY
Parcel Is In:
❑ Snow Load Area:
❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract
❑ Nitrate Action Plan (See Environmental Health for standards)
❑ Watershed Protection Overlay Zone (See attached standards and requirements)
❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required)
in SRA - (CDF to determine specific requirements)
❑ 100 -Year Flood Plain: (See a hed)
• Flood Zone:
• Flood Panel No.: O S-7 S C-, Index Date:
❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board)
❑ 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)
❑ Grading Zone (See attached handout)
Use Requires:
❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit
❑ Minor Variance ❑ Variance
❑ Detached Building Use Form ❑ Encroachment Permit
❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement
Zoning: P U
Applicable Building Setbacks:
❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
Zoning Code
Streets & Highways
Fire Prevention
Subdivision Map
Front
Side
3
Side Street
Rear
Height
Waterway
N/A
N/A
N/A
❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
7
Applicable Development Fees:
Standard Fees Amount Formula
❑ -Fire'
❑ 'School*
❑ Parks/Recreation
❑ Roads
❑ Sheriff
❑ Drainage
❑ NCSP/CSA 87
❑ Chico Urban Area — Road.
❑ Thermalito Impact t
❑ Other
� 4ny
-------------------------------------------------------------------------------------------------------------------------
Subdivision Map Special Fees
❑ Water Tender
❑ . Road Improvement
❑ North Oroville Area '
❑ Other (per map)
' Check with school district to verify actual fee if pre -application review. A final determination will be'made at the time of
the building permit.
Parcel Created By
Q Deeds:.
Date of Creation:
Deed of Reference:
Parcel Frontage on Publicly Maintained Road:
Complies with County Standards for Deed Creation:
Comments:
Legal Access Provided: ❑ No
Legal Access Required ❑ No
❑ No ❑ Yes, Road Name:.
❑ No ❑ Yes
F1 Yes
❑ Yes
❑ Parcel Deemed to be legal
❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation
❑ Obtain a Certificate of Compliance
❑ Obtain a Merger - ❑ Obtain a Lot Line Adjustment
❑ Comply -_with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23).
❑ Construct road to: ❑ Meet Parcel size required by zone
❑ Meet current Environmental Health Department requirements
----------------------------------------------------------- -------------------------------------------------------------------
Page 3 of 5
Subdivision Mav/Parcel Map: 1-rTnJ . O F11z5
Map Date of Recording: Y 1— 2q— 9,1
Lot: 3 D Book: 3� Page: 6d /6 LI
❑ Use Permit/Minor Use Permit
Permit Number: Date of Approval:
I& Comply with the following Conditions of Approval:
IN Meet the Fire Safe Regulations of Butte County and P.R.C. 4290
❑ . 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.
❑ 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.
❑ Provide an erosion control plan for building and land disturbance on slopes steeper than
30%. 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.
❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing
on-site mature trees, located in any area proposed for buildings and vehicular access, and
provides for methods to protect the trees identified to be preserved, shall be provided to and
approved by the Planning Division prior to the issuance of building permits and/or prior to
grading or vegetation removal. The removal of mature trees shall be minimized, where
possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in
diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1
ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a
circular zone (minimum 40 -foot radius) identified by an orange fence during construction
activities. No vegetation removal, soil disturbance, or other development activities shall
occur within the fenced area.
❑ 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.
Page 4 of 5
ST24
rs on Qom,
ALL EI ION N B -Cry
® X2.1 h— E.-' S--2 -EI2 13 U N Pr RLESTr2.1 CT"q, 1> T O � S-ra UNb
EAf2x36D VJ A R§- 112% A ID A 6Q aV F
.
Ira
N kat_ VO es 4k
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.
CAMy Documents\Building Permit Site Plan Reviewl.doc
Page 5 of 5
" k
BUTTE COUNTY SCHOOLS IMPACT -FEE CERTIFICATION FORM
(One form per Building)
School District Q LIJ ( L f, y k 6 H Building Department No.
A.P. Number. Q f— 6 Yt� _ OQ�p Jurisdiction: City County
Property Owner M t tzS_ M 0
Property Location/Address
Subdivision
Residential Development
Vii,,, t• i
i Commercial/Industrial
S IA nt V (£ tat K oA f1
Lot No.
A.(,f,........ /7 J J, -,.A
Building Department Representative
................................................................................................................. ;
t Sq. Footage �� 7(7
Addition/ 'Supplemental to (Group R)
Conversion Permit #
(No foundation inspection)[
.......................... ... .....
Sq. Footage
t (Floor Plans revigwed by School District Personnel)
District Identification No: W &— v '
t AGL.School District certifies that
(Street Address)
(City)
has complied with the requirements of Resolution No.
representing ZZ -70 square feet
+I' ,...r..7 � +.-'s..f rrr ,.V; rw.' y.r.. �r;'�f:.� i1 ~ • p A
\ ]
(Including Exterior
Roofed Areas)
1f -or
Date
1� 11 (We -.0 -
(Applicant)
(Phone Number)
r/15tate) (Zip Code)
90 by payment of $ `U
Representative
Paid by
AB 2926 $ -
FULL MITIGATION
Dolb
Date
Notice: You may protest the imposition•ofRite 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 fees in a6y court action. '
If, subsequent to the School District 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 Quality Act (CEO:A),
this project may be subject to additional school fees to fully mitigate its impact on the school district's schools.
White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm
0
No of Living
Mobile Home
Units
Installation
New.
M
Addition
A.(,f,........ /7 J J, -,.A
Building Department Representative
................................................................................................................. ;
t Sq. Footage �� 7(7
Addition/ 'Supplemental to (Group R)
Conversion Permit #
(No foundation inspection)[
.......................... ... .....
Sq. Footage
t (Floor Plans revigwed by School District Personnel)
District Identification No: W &— v '
t AGL.School District certifies that
(Street Address)
(City)
has complied with the requirements of Resolution No.
representing ZZ -70 square feet
+I' ,...r..7 � +.-'s..f rrr ,.V; rw.' y.r.. �r;'�f:.� i1 ~ • p A
\ ]
(Including Exterior
Roofed Areas)
1f -or
Date
1� 11 (We -.0 -
(Applicant)
(Phone Number)
r/15tate) (Zip Code)
90 by payment of $ `U
Representative
Paid by
AB 2926 $ -
FULL MITIGATION
Dolb
Date
Notice: You may protest the imposition•ofRite 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 fees in a6y court action. '
If, subsequent to the School District 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 Quality Act (CEO:A),
this project may be subject to additional school fees to fully mitigate its impact on the school district's schools.
White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm
AND WHEN RECORDED MAIL TO: 5 3 1 2
BUTTE COUNTY BUILDING DIVISION Recorded I REC FEE 13.00
7 COUNTY CENTER DRIVE
Off
OROVILLE, CA 95%5 Official
Count
I
CANDACE J. GRUBBS I
Recorder I
ROSEMARY DICKSON I
Assistant I Kristy
03:06PM 01 -Oct -2001 I Page 1 of 3
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The
property described herein is adjacent to land or included within -an area zoned for agricultural purposes, and residents of this
property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to .
herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation,
plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established
agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience
or discomfort from normal, necessary farm operations.
All that real property situate in the County of Butte, State of California, described as follows:
Date PROPERTY OWNERS:
zV i cAae / .til o e
State of Califo��ia
County of Y -4U 1"fe
On _. before me,
personally appeared I personally
known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within
instrument and acknowledged to me that he/shelthey executed the same in his/her/their authorized capacity(ies), and that by
his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the
instrument.
WITNESS my hand and official s aL
WENDY CSER
/� �.
Signature ' Seal: _04�`':•.�; Comm. lt1306527 '
rl "' NOTARY PUBLIC CA
LIFORNIA C)
//�`�'y/ BUTTE COUNTY 1
A.P. # l .' I �/� MY Commission Expires Jun. 27, 2005 6
r p•�.
EXHIBIT "ONE"
PARCEL I:
Order No. 302287
LOT 30, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS
ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE
OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON
DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60 THRU 64.
THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND
RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS
RECORDED MAY 22, 1995, AS INSTRUMENT NO. 95-16637, OFFICIAL RECORDS OF
BUTTE COUNTY, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED
HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH
FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS
DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID
DECLARATION.
7t1Z91:10I1
A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO LOT A,
INCLUDING INGRESS AND EGRESS, AS SHOWN ON THAT CERTAIN MAP ENTITLED,
"MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS
RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF
CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60 THRU
64.
PARCEL III:
AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING
TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION,
PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE
INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT AND OR EXPANSION OF
SANITARY SEWER PIPE LINES, STORAGE FACILITIES, IRRIGATION FACILITIES, THE
RIGHT TO UTILIZE THE FOLLOWING DESCRIBED EASEMENT TO RECEIVE IRRIGATION
WATER FROM SAID FACILITIES AND ALL OTHER APPURTENANCES TO SAID USES
INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING
DESCRIBED PARCEL.
ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF
CALIFORNIA, DESCRIBED AS FOLLOWS:
BEING A PORTION OF SECTION 18 AND SECTION 19, TOWNSHIP 21 NORTH, RANGE
4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER
BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT
AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S)
6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID POINT OF BEGINNING ALONG
THE WEST LINE OF SAID SECTION 18 NORTH 000 05'47" WEST, 820.00 FEET;
THENCE LEAVING SAID WEST LINE SOUTH 900 00' 00" EAST, 910.00 FEET; THENCE
SOUTH 000 00' 00" WEST, 1145.07 FEET TO THE NORTHERLY RIGHT OF WAY LINE
OF MESSILLA VALLEY ROAD; THENCE ALONG SAID NORTHERLY LINE SOUTH 33°
37' 10" WEST, 67.22 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE
NORTHWEST HAVING A RADIUS OF 270.00 FEET; THENCE ALONG SAID CURVE
334.66 FEET THROUGH A CENTRAL ANGLE OF 710 00' 00"; THENCE NORTH 75° 21'
50" WEST, 441.81 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH;
Order No. 302287
THENCE FOLLOWING SAID
CONTINUED
PARCEL III - CONTINUED
CURVE ALONG A RADIUS OF 430.00 FEET, THROUGH A CENTRAL ANGLE OF 190 43'
17" AN ARC DISTANCE OF 148.01 FEET TO THE WEST LINE OF SAID SECTION 19;
THENCE LEAVING SAID NORTHERLY RIGHT OF WAY LINE ALONG SAID WEST LINE
OF SECTION 19, NORTH 000 38' �14" WEST,'368.93 FEET TO THE POINT OF
BEGINNING.
PARCEL IV:
AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING
TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION,
PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE
INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT, AND OR EXPANSION OF
SANITARY SEWER PIPE LINES AND ALL OTHER APPURTENANCES TO SAID USES
INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING
DESCRIBED PARCEL.
ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF
CALIFORNIA, DESCRIBED AS FOLLOWS:
BEING A PORTION OF SECTION 18, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. &
M., MORE PARTICULARLY DESCRIBED AS FOLLOWS:
A SANITARY SEWER EASEMENT 30.00 FEET IN WIDTH LYING 15.00 FEET ON EACH
SIDE OF THE FOLLOWING DESCRIBED CENTERLINE:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER
BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT
AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S)
6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID COMMENCEMENT POINT
ALONG THE WEST LINE OF SAID SECTION 18 NORTH 000 05'47" WEST, 820.00
FEET; THENCE LEAVING SAID WEST LINE SOUTH 900 00' 00" EAST, 704.27 FEET TO
THE TRUE POINT OF BEGINNING FOR THE FOLLOWING DESCRIBED CENTERLINE;
THENCE LEAVING SAID POINT OF BEGINNING NORTH 090 27' 14" EAST, .269.26
FEET; THENCE NORTH 15° 00'04" EAST, 391.45 FEET; THENCE NORTH 05° 32' 19"
EAST, 187.07 FEET; THENCE NORTH 33° 13' 45" EAST, 143.71 FEET; THENCE
NORTH 680 49' 57" EAST, 201.63 FEET; THENCE NORTH 75° 48' 47" EAST, 151.14
FEET; THENCE SOUTH 810 37' 06" EAST, 235.74 FEET TO A POINT IN THE
NORTHEASTERLY LINE OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP,
RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF
CALIFORNIA, IN BOOK 102 OF MAPS, AT PAGE(S) 25, SAID NORTHEASTERLY LINE
BEING LABELED NORTH 340 25'.58" WEST, 143.34 FEET ON SAID MAP. SAID POINT
BEING THE TERMINUS OF THE HEREIN DESCRIBED CENTERLINE.
Assessor's Parcel No: 041-640-006
IF L U [EHMMEERMa
5790 CLARK ROAD, PARADISE, -CALIFORNIA 95969
County of Butte,.—
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 872-0254 FAX (530) 872-9331
Subject: Special Inspection - Epoxy -Tie & Power Driven Dowels
Project: Legacy Construction - Sunview Road, Paradise, Ca
November 19, 2001
Based on a request by Legacy Construction, I have provided a Field Inspection for,
installation of Reinforcing (rebar) Dowels, into Lava Cap based foundations for a Single
Family Dwelling on November 16, 2001 and: observed the following:
A. The locations, depths and sizes of drilled -holes and inserted bars were in compliance
witli requirements of the structural'design,as noted on the approved set of construction
details. The holes were air pressure cleaned.
B. The Power Driven Dowels were installed by hammer and tested for tightness by hand.
C. The Epoxied Dowels were installed with Simpson Epoxy -Tie ET -22 Adhesive
(ET -22 - 90554320, Exp. 3/03). The iristalldtion was provided at air temperature of
55 degrees, and per requirements of ICBG Report No. ER - 4945.
I llave re.ris e ,ied'the epoXleu dvWclS'Uii`rvC veil i ci''i i, 200 i fOr ep3x j hariness and .
provided a pull-out hand test.
In conclusion, all installed dowels will be adequate to support the forces required by the
structural design.
If you have any questions or additional requirements, please call this office.
Co: Legacy Construction
Q�pf ESS/
No. 32434. a
CIV1�-
gIFOF CA1.�F�¢
Sincerely,
Frank L. Tyukos
4 LOERKE INSULAI IVN CO., INC.
DESCRIPTION OF INSTALLATION
1. ROOF
F•I
INSULATION CERTIFICATE
Mallow------ __- Brand Name
Thkdkwss inches f _ Thermal Resistance (R -Value)_-_
2. CEILING
Batt or Blanket Type bernlas�@adtsBrand Name _ Johns Manville
Thickness (inches a Thermal Resistance --�
(R -Value) � 3
L0099 FRI Type - Fiberglass' _ _ Brand Name Johns Manville
CcntrOctwIS min. installed weightlft sq. __Jb. M(Mw
mn Thickness Inches.
Manufacturer's Installed weelgid per square foot to achieve Thermal Resistance (R Value)
3. EXTERIOR WALL
Material .lessrBathi—
Thickness (Inches)_�_ , � �------_—_--
4. RAISED FLOOR
Material - Flkarnlass Barts
Thickness (inches) _
b. SLAB FLOOR /PERIMETER
Material _
Thickness
Perimeter Insulation Depth—_—
S. FOUNDATION WALL
Material
Thickness (inches_.
DECLARATION
Brand Name _Johns Mamilla _ _
Thermal Resistance (R-Velue)_.__?__ .1 _
Brand Nam
Thermal Reslstance (R -Value)
Brand Name
Thermal Resistance
Brand Name
Thermal Resistance
�Ar j ou ntthalt the obAve In I wa:s"MRSPI
led In the bulidin 1 on In conformance
Reguler�ons) as����d�1 n�s 4,1'art 8, California ode of
ianAe, w �"'b
C.LIIr4091b0A a -O LOERKE INSULATION
�'m�- gn ure.-IIe� ._"-� � --- p CO., INC.
GeneraI"allnContractor (Co Name) Or Owner
Sig
— �Gennem Contr(Co. Name) or1ewner
General Cont actor (Co ame) Or ner
V = OK
0 = foot OK
-= Not Ready ble
=Not Ready
•� ,�
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
1.
Zoning Requirements -Setbacks -Easements
4.
2.
Soils; Special MH Support Sketch
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
3.
Sewer; Location -Test -Fall -C/O -Concrete
7.
4.
Water; Location -Test -Easement Needed (Sketch)
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
6.
Gas; Location -Test -Wrap;-/ /" L'ft.
/ /' Nat. or/ /"L"ft./ PLPG
7.
Well Clearance 6 Disconnect
8.
Utility Clearance
1.
Setbacks -Easements
2.
Soils; Compaction -Structure Stability
Date
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
Card B-1 Date Card B-1
Date
Elec.; Receptacles and Lighting, Distance-GFI
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
1.
Zoning Requirements -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 -Regulator -Connector
7.
Water and Sewer Connected -C/O to Grade -HD Approval
8.
Gas and Electricity Tagged
Date
9.
Tie Downs -Type -Installation Can.
Date
10.
Exits; Insp.-Sketch
t
11.
Cert. of Occupancy
12.
Permanent Foundation Only; License Decal
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3.
Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4.
Wood Awn.; Posts- Bea ms- Rftrs.-Connectors
Shthg.-Frg-Bracing
5.
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6.
Carports; Windows -Doors
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
1.
Setbacks -Easements
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 -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures- Pan elboards-Ins. to Main in Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
t
✓ = OK
0 = Not OK„
- — j4ot Applicable
`= Not Ready
Date
RESIDENTIAL ISingle & Duplex) -
derfloor (Plans) OK except #'s I Date 1 FRAMING (Continued) '
17- /, - / 'I. , Main; Soils -Elea Grnd.-/ /" Ftg. Depth
Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth
4. Fl_q,, Porches & Decks; Soils -Steel-/ P' Ftg. Depth
S walls, Main; Steel- Blockouts-Wrapped
Ste alts, Garage; Steel-Blockouts-Wrapped
0 owns and Special Anchors
/n
Slab, Steel -Wrapped
'��• 8.
Piers -Fireplace Ftg.-Steel
26.
W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10.
UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
11.
Water Pipe; Test -Anchors -Regulator -Service Test
12.
Electric Underground
13.
Ple,pums & Ducts; Clearance -Material -Support -Ins.
Gir rs-Sills-Anchor Bolts-Joists-Vents-Crippies
Range Circle /f / gaTDk AI -Oven Circ. / / ga Cu or Al
Insulated Neutral es O No
Access & Ventilation
16.
Insulation
Date Card B-1 Date Card B-1
r
Date Card B-1 Date Card B-1
Date /PLUMBING (Permit) OK except #'s _
64. Water H ent-Acc ss -Combustion Airtgayy
18. er Pipe; Te Anchor -Nail Protection
s & Anchor -Nail Protection
K Shower Pan; Test, First Floor -Tub Access
21. Test Tub & Shower, Second Floor -Tub Access
22. Gas Pipe; Sixe & Anchors
f
Date •' 2 Card B-1 Date Card B-1
r
Date Card B-1 Date Card B-1
Date
ELE RICAL (Permit) OK except #'s
23
2
25
F' u & Transformer Clearance -Ins. Protection
c eceptacles Spacing -Lights & Switches at Doors
ze Boxes & No. of Conductors Stapled
26.
Ro x Installed Close to Edge of Studs & C.J.
2
uip. Ground made up w/Mech Fasteners -Bold Gas & er
Appliance Circuits in Kitchen & Conductor Size GFI
29/ Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al
30.
Range Circle /f / gaTDk AI -Oven Circ. / / ga Cu or Al
Insulated Neutral es O No
Service -Riser Conductors & Ground Main Disconnect
Equip. Clearances Panels-Motors-Mech. Equip.
3
! lothes Closet Light -Shower Light -Spa Light
3V
Smoke Detector
Date
L
CarclB-.1 Date Card B-1
,11
Date
Card 13- Date Card B-1
Date
MECHANICAL (Permit) OK except #'s
C. Ducts Insulation & Support
ent Fan, Exhaust above insulation
gndensate Drain & Overflow, Size & Grade
3V
urnace-Vent Access -Comb. Air -Return Air Vent 115 outlet
39
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
40. �Kls Proper Materials & Anchors
4 ./&lls Studs -Nailing Spacing & Braces -Plates -Sound
4 . earing Walls over Girders & Floor Nailing
raft Stop in Walls (rat proof)
4. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
4/Headers & Beams -Size & Bearing
47, C*g. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-
place Ties or Type A Flue -Fireplace Throat Clearance
4 tic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
5QVdrm. Windows or Exiting Doors -Sill Ht. & Dime n 'ons
5 Garage Fire Protection Framing 6 'J
roperty Line Firewall & Openings
SfAxt. Doors -One 3' -Check Garage 3rd Story, 2 Exits
54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
_ , 5 mg -Nailing Veneer
Syr%co Mesh -Drip Screed -Fd. Vents-Underflr. Access
"/ 5?Shear Walls; Wing -Bolts OfX#47
60._Dtace Interior/Exterior Wall Panels
Insulation -Walls -Ceilings
62. Infiltration -Walls -Windows
Date ( Z Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FINAL (Plans) OK except #'s
ExySteps-Door & Sidelight Protection -Landings
Smoke Detector
5.._oRlmace Vents -clearance -Comb, Air -Connector -
In Game: Above Floor-Ducts-Mech. Protection
G.F ath Fixtures & Tub Access -Spa
b l�
ecrfm & Suboanel, Breaker Sizes & Labels
replace or Stove, Clearance -Hearth
lec. Outlets at Wood Panel, Int. & Ext.
%2'Kit. f4. & Appliance; Ground -Air Gap -Cooking Clearance
ec. Outlets & Receptacles at Kit. Counter
74. Garage Fire Door; Swing -Landing -Closure
C. ct in Garage -Damper
tr. Htr.; Vent Cle a -Com Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
, Elec. & Mech. Equip. Listed for Location
IIP�Elec. Receptacles in Garage (F.F.I.)-Romex Protection
nsulation- Foam- Looked in Attic
G Rails & Deck Construction -Post Caps
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor ❑ Yes
82. Followin stld./Drive — es D No/Walks es J No/Planters J Yes .1 No
ypto Brown -Finish
trio'A. it Disconnect, Electrical -Plumbing
Vent ove Roof, Pibg- Appliance- Fireplace -Clearance to Openings
aterWell. Disconnect, Electrical, Plumbing
Trim, G.F.I. Rec
,ouphout House
orrec rom Previous Inspections
st-Meters Tagged, Gas -Electric
elpta Sewer Connected -C/O to Gradproval
Enew'Compliance Certificate -Other Certificates
Posted
Dat Card B- Date Card B-1
Date and - Date Card B-1
Date Card Date Card B-1
Comments at Final:
CIVIL - STRUCTURAL BY;DAiE: SHEET No. - OF
(530) 872.0254 FAX (630) 872.9331
5790 CLARK ROAD. PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No.
i
G"ENE'RAI, STRUCTU:RAL.-'NOTE'S
L THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS, AND VERIFY ALL, DIMENSIONS
AND CONDITIONS AT THE JOB SITE PRLOR TO STARTING OF CONSTRUCTION (ANY,
EXCAVATION FOR FOUNDATIONS )AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY
D15CREPANCIES WITH ANY WORK SO INVOLVED.
2. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM ':STANDARDS OF`THE LATEST
APPLICABLE EDITION. OF THE `UNIFORM BUILDING CODE, AS REQUIRED FOR CONVENTIONAL
LIGHT=FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE
SPECIFICALLY NOTED ON PLANS.
3; DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE'
AS THOSE SHOWN FOR SIMILAR CONDITIONS.
THE THE CONTRACTORS R&SPONSIBILITY TO COMPLY
HE
THE PERTINENT SECTIONS OF
4. IT IS T
"CONSTRUCTION SAFETY ORDERS" ISSUED ABY THE STATE OF CALIFORNIA ,AND ALL OSHA,
REQUIREMENTS, AS THEY APPLY TO THIS PROJECT, THE DESIGN ENGINEER AND THE OWNER
DO NOT ACCEPT ANY sRESPONSIBILITY FOR THE CONTRACTOWS FAILURE TO COMPLY WITH
THESE REQUIREMENTS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION CF
ALL FORMS, BRACNGS, AND SHORING REQUIRED FOR CONSTRUCTION.
6. THESE PLANS ARE NOT'"COMPLETE WITHOUT THE aTAmP AND 'WET SIGNATURE OF THE "DESIGN
ENGINEER, VERIFYNG ENGINEERED PORTIONS OF -THE ,STRUCTURE, AND WITHOUT REVIEW AND
AN APPROVAL OF THE LOCAL BUILDING OFFICIAL.
FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING, PRESSURE OFe'500 PSF' EXCEPT
AT AREA OF LAVA CAP USE 2500 PSF (NO SOILS REPORT)« LATERAL BEARING' PRESSURE OF
200 PSF EXCEPT AT LAVA CAP USE 460 PSF.'FRICTION COEFFICIENT OF .35 &.40 AT LAVA CAP.
8, FOR FOUNDATIONS BEARING ON LAVA CAP THE FORMS SHALL BE ERECTED TO FOLLOW THE
CONTOUR OF THE SURFACE WITH A MAXIMUM OF T' ( INCHES ) GAP.
9. THE ULTIMATE, COMPRESSIVE STRENGTH OF CONCRETE SHALL PE 2000 PSI MIN, IN 28 ',DAYS.
10 REINFORCINGSTEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40.
1't SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MINIMUM.
:. REINFORCING; 'BOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE
SHALL BE SECUI ELY POSITIONED BEFORE PLACING OF CONCRETE
13, DOWELS EMBEDDED INTO LAVA CAP SHALL Pi; PROVIDED BY ONE OF THE
FOLLOWING
METHObS:
A. DRILL, HOLES INTO LAVA CAP OF THE SAME DIAMETER AS HE REBAR (112" D1A. FOR IE 4,
518" DIA, FOR 95, ETC.) AND POWER DRIVE bOWELS INTO LAVA CAP,
M DRILL HOLES INTO LAVA CAP OF REQUIRED DIAMETER FOR IN OF THE RE
AND INSERT DOWEL Ii 0.HOLE WITH EPDXY ADHESIVE USE SIMPSON EPDXY41E ET
ADHESIVE Itlk ICBG REPORT N0, ER 4945 OR APPROVED EQUAL,
C, AS AN ALTERNATE TO HOLDOWN ANCHORAGE BY REBAR'DOWEL AND $STB A, BOLT -
INSTALL ATHREADED ROD OF REQUIRED' DIAMETER INTO LAVA CAP, PER ICBO
RCQUIREIvIENTS; AND EXTEND ROD UP TO THE HOLDOWN;
SEE PLANS ANb DETAILS FOR REQUIRED METHOD, 512E AND EMBEDMENT DEPTH OF DOWELS,
°OWNMo" ICBO Evaluation Service, Inc..
6360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601.2299
A subsidiary corporation of the international Conference of Building Officials
EVALUATION REPORT ER -4945
Reissued December L 1968
Copyright a 199a ICBO Evaluation Service, Inc.
Filing Category: FASTENERS—Concrete and Masonry Anchors (066)
SIMPSON STRONG -TIE EPDXY TIE ANCHORING SYSTEMS' long-term loads, The allowable tension loads In Table 3 are
SIMPSON STRONG -TIE COMPANY, INC. also permitted for short-term loads due to wind or seismic
4637 CHABOT DRIVE, SUITE 200 forces, and may be Increased by one-third In,accordance with
PLEASANTON, CALIFORNIA 94588 Section 1012.3,3 of the code. The _allowable shear loads of
1.0 SUBJECt f Table 4 must be adjusted byea multiplication factor of 91 per-
cent (0:91 x allowable shear value a) for anchors resisting
Situps m Strcng•Tie; Epoxy Tie Anchoring Systems with short-term loads due to wind or seismic forces (the load dura -
Imp Tie ET, ETF and ETR Anchoring, Adhesives. tion factors in Section 1612.3,3 of the code are not permitted).
210 DESi`.RIPTION Allowable ter.31on loads for various sizes of rebar installed
In concrete with Epoxy Tie ET adhesive are in Tablei 7. The
2.1 General: allowable tension loads in Table 7 are permitted for long-term
Sir;,psop Strong -Tie Epoxy Tie anchoringsystems described loads, or short-term loads due to wind forces. The allowable
Intl is ev ivation report are stud -type adhesive ah0ors. Sys-
loads are not permitted to be increased by one-third for short-
10ms-uiing'Epoxy Tie ET and ETF adhesives are for -use as term loads. Use of Epoxy Tie ET with rebar for seismic forces
anchors installed in concrete substrates, Systems using is beyond the scope of this report,
s Allowable tension and shear loads for various sizes of
Epoxy Tie ET and .ETR adhesives Are use as anchor
installed in unreinforced brick walls, threaded steel rod In in concrete with Epoxy Tie ETF
For installation In :concrete, the anchoring systems each adhesive are in Tables 8 and 9. The allowable tension loads
consist of a two-part epoxy adhesive and a threaded steel in Table 8 are limited to short-term loads duo to wind or seas-
. In ne nnk mail hn Inrraaapri hV nnR-third. In nrcordance
2,2.1 Adhesives: Epoxy Tie ET, ETF and.ETR are two•com,
beyond;the scope,of this evaluation report,
ponant (resin and hardener) epoxy adhesives,'supplied inAllowable
loads for anchors subjected to combined shear
dual, side-by-side cartridges with a 1:1 volume ratio. The car -and
tension forces are determined by the following equation:
tridges are, Used with;a manual orpneum.atically activated tool
dispense the through an 18 -element static mix-
P, VS
L.
i to adha.,lves
ing nozzle; supplied j Simpson Strong -Tie Company, Ino.;
+ 1
Pt . Vr
attached to the dual cartridges.
where:
The adhesives Maya a two-year shelf life when stored In a
Ps = Applied service tension load.
dry environment at temperatures ranging from 45°F (7.2°C)
Pt = Service tension load,
to 90°F (32,2°0),
2.2.2 Threaded Rods: All -threaded rods must be, manufac-
V; = Applied service shear load:
tured either from steel conforming to ASTM A GQ7 or ASTM
Vtt = Service shear load.
A 193 Grade B7, or from stainless steel, Stainless steel
is Installed in Hole,
lhreadetl roes shall comply with ASTM F 593 Grade A304.
2,3.2 Installation: The anchor a pre-
drilled in the concrete with driii bits complying with ANSI
2,2:3 Rebar: Deformed•steei bar must comply with ASTM A
he hole trust be cleaned with oil -free cont -
8212,15.1994, The:
615 "Grade 80.
pressed air and a nylon brush. For, anchors Installed with
.2,2,4 Concrete: Concrete must be normal -weight, stone.
Epoxy Tie ET adhesive,the hole diameter, anchor embed -
`concrete
aggregate concrete'having a minimum 2,000 psi (13.78 MPa)
ment, spacing and edge distance must comply with
installed lie ETF
compressive strength at the time of anchor installation.
Tables 3, 4, 5 and 7. For anchors with Epoxy
atlhesive, the hole diameter, anchor embedtnent, spacing
'2,3 Concrete Anchors:
and concrete edge distance must comply with Tables B and
—4-ki— 1-1. f— %,nri.
4. Rnfnrp tha.aHheslve isiniected into the'hole. the adhesive
EPaluarion reports of ICUO Evaluation Sen -kc, inc., are issued solely to provide information to Class A members o(ICItO urili:ing the code upon which fie report
is based. Evaluation reports are not to br construed as representing aesthetics or any other attributes not specifically addressed nor as an endorscoreut or recommen-
dation for use pfthe subject report,
This report is bared upon Independent tests or other technical data submitted by the applicant. The iCR0 Evaluation Service, Inc., technical staff has reviewed the
lest results andlor other data, but (toes for possess jest facllitles (r snake an independent.vertjication. There Is no warranty by IClf0 1.Evaluation Seryicc, lnc„ erpress
or trnptied, as io any ")7indiag" or other matter In the report ar as to any product covered by the report. This declaimer includes, but it not limited to, merchantability.
_ Page 1 of 7
,i
Page 2 of 7
ER -4945
half full A threaded rod frea of oil, scale and rust must be
pushed to the bottom of the hole and twisted clockwise to on-
steel sleeve of Configuration C, is ;slowly pushed into the
screentube, forcing the adhesive through the screen and into
sure coverage of the anchor surface with adhesive, The
the hole, Before Installation of the Configuration C anchor can
adhesive :must be level with the concrete surface after inser-
continue, the adhesive must be cured at the temperatures
tion of the anchor. The anchor must be installed and cured in
and for the time periods noted in Table 1, After the adhesive
accordance with the temperature and curing times specified
on Configuration C anchors has cured, a 6/8 -inch -diameter
in Tables 1 and 2.
(15.9 mm) standard rotary drill bit is Used to drill a hole through
i
Temperature Limitations: Adhesivethe
2.3.3 anchor parlor-
plastic plug in the enrf.of thesteel sleeve and completely
through the, Wall. The s/6 -inch -diameter (15.9 him) threaded
mance Is temperature•sensttive. The allowable loads of
anchors installed1. With Epoxyy Tie ET.' must be adjusted 'in
rod is inserted through the hole, and is attached to the other
accordance with Figure 1 where the'conerete temperature
sftlo o} the Wall the metal late and a cued
p
exceeds '70°F (21,10C). The allowable loads for anchors
2.4.3 hliscollaneous: Anchor Installations require, the fol -
installed with Epoxy Tie ETF must be adjusted In accordance
lowing!
With Figure 2 whore the concrete temperature exceeds 77- F
:.
1Use of the anchorsmust be approved oved by the project iengi-
neer,
2,3,4 Special Consldetations: The anchors maybe used
within fire -resistive construction; provided the anchors only
2, The anchors must be installed Under special Inspection in
accordance with Section 1,791 of the code and Section',
resist Wind or ssismlc forces:
'2,5 of this report,
3, Edge distances end spacings of anchors shall comply
2,4 Unreinforced Brick Wall Anchors:
W"h,Table 10,
2.4.1 General: Anchors installed with;Epoxy Tie ET or Epoxy,
4, G,,,y Wind and'soismic loads are imposed on the anchors,
Tie ETR
"Renovation Formula.adhesives in existing tmreln'
5. Allowable
tension and shear loads are applicable only
forced
brick Walls are designed to resist seismic and wind
where in-place
shear tests conducted in accordance With
loads only. The existing unreinforced brick walls must have a
UBC Standard 21.6 indicate a minimum average net Oil -
minimum thickness of 13 inches (330mm), The anchor is rec-
In
mate shear strengthof 50 psi (345 kPa).
ognlzed for installation in the three configurations shown
screen tube are
6. One fourth 2S ercenl o �t b
( percent) ' i the anchors mum a tested by
Figure 2, The adhesive, threaded rod and
Configuration A has
a special inspector t sfng,a calibrafod torque wrench set
I+�
used in all anchor installations. a stralght
(203 into the wtjl,
at:a`minlmum torque of t'tfoot-pounds:(81 Nim), Steel
t
threaded rod embedded 8'inches mm)
B bent installed 13 inch•
anchors in Bt"ffguration C are tested prior to
sleeves lotn
Configuration has a threaded rod and
mm) Into the at 215 -degree angle. Configura•ng
of threaded rad, us an expanslon bolt in -
es (330 wall a
lion C uses a through -bolt, a steel sleeve and steel plate;
lion
ceded into the sleeve.
Configurations A a°Is a 31a inch-
7. Five percent of the tension•resisting anchors must be
The threaded rod for and
307 A s/6=inch•diameter
tested, will, :minimum of two tests being required. Where
{
diameter 09.1 mm), ASTM A rod.
Is used in Configura•
the wall thlulmess varies, at lenst one test must be per-
(15.9 min) ASTM A 307 threaded rod
formed on an anchor that has the idea embedment.` Tests
lion C,
The screen tube consists of steel screen formed Into a tube
must can sustain a `tension load of
indicate that bolts ca
3,000 pounds (13 344 N) for a Live minute period with an
having a 3113,) -inch (24,ti mm) outside diameterand a length
of either 8 or 13 Inches (263 or 330 mm). The 8•inch-long
allowable deviation ofpercent
8, I?or each job, the projectt engineer or contractor must sub•
(203 mm) screen tube Is used in Configurations A and' C.
The 13 -Inch -long (330 mm) screen tube is used In Configure-
mit a test report to tha,focaf buIIP?ing department, Verifying
that the, requirements of Sections 2.4.15i 2,4,3,6 and
tion B,
An 8 -inch tori 203 mm 'sleevd formed �rom;01010 steel
An C )
2,4.3.7 of thisleport haVe been met, Tests must be con -
ducted under the supervislon of'the project engineer or an
used in the through -bolted connectlonof Configuration C, has
Vi an outslde and Inside diameter of 13/ts inch and 11%16 Inch
approved independent testing laboratory: Ata minimum,
the test report must Include: -
(20.6 mm and 17:5 mm), respectively. The side! sleeve has
a plastic plug In one end, A 5-Inch•by6•inch by /a -inch lhlok
a, Test Incellon(s):
(152 mm by 1R frim by 9,5 "mm) ASTM A 36 steal plate Is lo•
face the ofthe threaded
b, Brick/mortar condition.
ci Boli movemenfl , aHon:
g
ii
#
cated on the black of the wall, at end
rod of the through -boiled connectioh,
d, Embedment depth,
i
The allowable shear Value tot Configurations A and a Is
pplied-los
1,000 pounds (4450 N), The allowable tension YalUe for Can-
2,8 Spoofai inspection:
a'
figuration C Is 1,200 pounds (5338 N).
Adhesive anchor Installations require special Inspectlon In
Allowable ValUes are for shod -term wind and seismic loads,
accordance with Soclion 1701 of the codoi The special In-
!
and dannot be increased for short-term Ioad%.The adhesive
be from direct weath•
specter must record product description iiIncluding product
dale, anchor tilamoter and steel
for the Installed anchors must protected
or exposure.
name), Adhesive okpirajion
grade, compliance of drill bit with this report, hole diameter,
clear of hole and anchor, adF esjVe appplication, anchor
2.4.2 Inatallatior, fhr anchors are Installed In ldnch-dlam-
afar (25 min) hniet,111at tare drilled Using totary` drill bits 'de-
embedment, and verification that anchor lhiatallation is in
accordance with both the tnanutacturei's ublished installa-
f
t
ii
sigitod lot use in canatYdte or masonry and a rotary driU'or a
rotary hammer dritl cued in the "rotation only" mode The hole
the face, to depth of 8 Inches
tion instructions and this tepon.
entilicallon:
;rl
is drilled perpendicdtar to wall a
(203 mm), for Configurations A and G, The hole for thd.Config-
The packaging for the adhesives bears the ptoduct desigh&
!
uratlon b anchor (s at the angle and orpbedmeht described In
lion, name and address of Slmpson 81rong-116 Company,
-
Section 2,4: t and 19 drilled using a guldo that is handheid or
—_-date; evaluation 'report number (IGSO ES -- --
aNdched to the drill, The holds are cleaned with oil•froe CommInc,;?oxpiration
-4945)I and installation inaNctlons, Steel shecificaeiohs `
„EH
Ni
pressed air and a nylon brush.
- fo'r threaded rods are Identified on attached labels, Screeh,
`
The mlxod adhosivo is injected into the screen tube until the
tube's and steel sleeves ate identified by container labels
tube !s completely full, The tube Is then piac^d into the drilled
bearing the name and address of Simpson Strohg•Tie Cotri-
hole. The throaded rod of either ConfiguratidnA or B, or the
pony, Inc,, and the "size and quantity,
Page 4 of 7
ER -4945 �
TABLE 3-EPDXY TIE ET ADHESIVE ALLOWABLE TENSION LOAD FOR THREADED ROD
INSTALLED IN NORMAL-WEIG.. HT CONCRETE, fc' 2 2,000 PSI (pounrd6)112,3,4,5 1
STUD
DIAMETER
.DRILL BIT
DIAMETER
MINIMUM
. .1 EMT (E)
;SppCINGscr
(Inches
EDGEDISTANCE
(rc (inches)
'-
ALLOWABLE
BONDe
BASED
ON STEEL STRENGTH
`.
-`A 50)
(SAE 1010)
A 193 Grade o7
(SAE 4140)
F 593
(A304 SS)
. Inch
finches)
1/16
....(Inches ...
;t/,
61/g
5 hl
2,194
21080
4,580.
14670
/tt
"1/1
1
454
71/,
63ie
3,842
3,730
8,210
2990
5�8
Tj
7,820
83/4
7t/;
5,719
5,870
12,910
4,7tl(1
6,790
3/4
7iy
1
63/4
73/4
12
5
104'
8,865
BA9tl
12,000
18,680
26,4(x)
9,500
/g
TI
It/5
`
154141135/8
l
1833
15,7(x)
34,500
1245tH)
For SI: 1 inch=25,4 mm, ( Ibf=4.45 N, I psi = 6.89 kPa, h
Wlcwable load must be the lesser of bond and steel strength,
2Allowable loads may be increased by 331/3 percent forshon•lerm loading due to wind orscismic forces.
3The tabulated values are for anchors installed at the stxcifted condole edge (c) distances, Sec Table 5, Edge distances may be reduced in accordance with Tubles 5 Anil
6. Linear haerpolation may be used for interinedinte distances, h
4Thd tabulated allowable tension loads are for individual anchors or anchors spaced at a miniinuln of rode Iiine's the anchor embedment, A niultiplfcadon Tactor of 0,71 p
must k applied to.the allowable tension loads far anchors spaced at less than four tunes the anchor embedment anal spaced at least the distances noted in the table;.
SThe tabolatad Values tire for Who
installed in concrete having the designated compnssii'c'sironglit ht the thne of anchor installation. `
6The allowable loads listed under 0,11owable bond in the table are based on a safety factor of 4,0! d
TABLE 4-EPDXY TIE ET ADHESIVE ALLOWABLE SHEAR LOADS FOR THREADED ROD p
(INSTALLED IN NORNIALMEIGHT AGGREGATE CONCREYE, /c' z 2,000 psi (pounds)1,2 �I
il.
STUD
DIAMETER
bhILLBIT
DIAMETER
MINIMUM
EMBEDMENT (Ej
BASED ON CONCREj� EDGE
DISTANCES��
- BASED ON STEEL STRENGTH
-
-
4* rinin
A307 A 193 grads 07
SAE 1018) ' (SAE 4140)
F593
(A304 SS)
Inch
3/5
nehea)
7/16
Inches
'3t/z
1,905 555
1,040' 1,905
1,040
1,870 '
I
9
3)6
41r,
2 ?35 555
",700 645.
1,870 2,820
2,940 4,890
^_,940
3/8
/4
71
18..
S4
63/'
5,925 930
930 -,
4;250 6,925
6,000 9,820
4�Sh
0000
'j8
I
jlje
14
7 /4'
9
6,925
12,550 f;OSO
7,820 13,490+
7,820
k
II
i•ar SL• I Inch= 25,4;mm„i I,bf = 4.45 N, I psi = 6,89 kPa.
I, ,llowable load mus be the Icscer of concretL and steel strcnglh.
25ec Sectlan 2,3,1 for use of the anchor to resist Wind or cismic fomes,
A1lowoglr loads for With edgd distance's between criticnt and minitiiun, maybe obtained by linear interliolation,
3 anchors loaded in shear
4The tabulated values are foranchors installed in concrete having the designasd;conipreWye strength at the dmd of anchor installation, .
511efere6ce Table 5 for c, and e.16,
TABLE
EE 5-EPDXY Tit ET' ADHESIVE
SPACING AN
DGE DISTANCE REQUIREMENTS (inohee),
--
STUD 617.E
EMBEDMENT DEPTH
(,
.EDGE DISTANCE
.;ANCHOR SPACING
Cntletl l )
Tsnsldn sn( gii.
Mlnlmdm (q„tn) Critical N") .
7enaldn anti Sheer Tendon nnheer
Inch
31
Inches
/2
51/4
t
I /4 61/it
I/2
45
63/2
13/41 8112
lj_3
7 14i
Il%8
31,11
I1{ /s
114
1314
3 IS /t
l
6131/2
•-
INITIAL .BEV (hours). -
page 3 of'7
ER -4945,
3.0 EVIDENCE SUBMITTED
,:
4.7 Calculations and details showing compliance with
this report are submitted to the local building Of
Data in accordance with the ICBQ ES Acceptance Criteria for
,
tial forapprovai,
Adhesive Anchors in Concrete and Masonry .Elements
80
"AC58), dated January 1998 (Epoxyoxy Tie ET and Epoxy Ile
4,6 Anchors are not: used in conjunction with f" e -re =
ETF), including seismic (Epoxy Tie ET and Epoxy Tia ETF),
sistiye construction, except as noted in Section, -
freeze4haw (Epoxy Tie ET) and creep (Epoxy TWED roves-
2.3.4.
ligations; and with the ICBQ ES Acceptance Criteria for Unre-
inforced Masonry Anchors (AC60); dated January 1995
A.9 Anchors are not used to resist tension forces in '
(Epoxy Tie ET and Epoxy Tie ETR).
calling'or wall installations uniess.,peclal consid
station is given to tire -exposure conditions.
4,0 FINDINGS
4.10 Anchors not subjected to vibratory or shock,,
That the Simpson Strong -Tie Epoxy Tie Anchoring Sys-
are
toads, such as those encountered by supports for f
tams described In this report comply with the 1997 U41 -
reciprocating anginas or crane rolls.
form Building CodetMubjeot to the following
conditions;
4.11 Anchors in concrete Ate limited, to installation in a
4.1 'The anchors are installed
in accordance with the
untracked concrete [which is defined as concrete r
subjected tq maximum (1172 kPa) tensile ti
170 psi
manufacturer's Instructions
and this report.,
stress induced by external loads, or deforrtiations].
4.2 , Maximum allowable shear and tension loads for an•
chore installed In concrete substrates comply with
4,12 The anchors are limited to interior use, except that
Section 2.3.1. Allowable loads are adjusted for tem-
Section 2,3.3.
installations ire'permitted in concrete in moderate
or negligible exterior weathering locations, in
peratureln accordance with
accordance with
Figure'21-1-1 of l)BC Standard T i
4.3 Anchors Installed In concrete with Epoxy Tie ET are21.1,
when stainless
steel threaded rods are used; l
permitted for long-term .or short-term loads as
Epoxy Tie ET anchors may also be Installed' in con-
noted in Section 2.3.1.
trete En severe exterior weathering locations when a
4.4 Anchors installed in concrete with Epoxy Tie ETF
stainless steel threaded rods are used. I
are limited to short-term loads due to wind or seas-
4.13 During installation, the hole and surrounding IocP-
mit forces as noted in Se coon 2.3.1,
tion must be dry.
4.5 Anchorsinstalled in unreinforced brick walls are
limited to resisting wind or seismic tortes that do
4.14 The adhesives are manufactured by Simpson
Strong-Tte Company, Inc., In Addison, Illinois, un-
not exceed the allowable loads noted In Section
der a guallty control program with inspertions by
2 41
Professional Service Industries (NER-OA231).
4.6 Special inspection is provided in accordance with
Sections 2.4.3 and 2.5 for ail anchor! Installations.
This report is subject to re-examination in two years. h)
TABLE 1 'MANUFACTURER'S RECOMMENDED
CURE TIME FOR EPDXY TIE ET)ti
TEMPERATURE ('P) _'
INITIAL .BEV (hours). -
- INMALCUREP(houro) '
too
A _
12
90
4
X66
80
a
70
5
2'4
0
6
24
For SC;)F=94M+32. '
(Anchors installed and cured ;;at substrate temperatures colder than 65°F am beyond the scope of this repor(,
2Anchors arc (o be undisturbed during the initial set{ me.
,3Application of allowable (design) tensile or shear loads shall occur after the; initial cure time,
TABLE 2 -MANUFACTURER'S' RECOMMENDED CURE TIME FOR EPDXY TIE ETFt
TEMPERATURE PFt
INITIAL
INITIAL CURE?(hours)
100
20 minutes
90
20 niinute. ,
80
30 minus"
70
30 minutu
i
65
1I hour
2
For Sh ff =91.i t°C + 32
I Anchors installed andcored at substrate temperacolder than 65°F are beyand the scope of this report, ?'
2Anchors are to be undisturbed during the initial set time,
2Application of allowable (design) tensile or shear loads shall occur after the initial cunt+time.
Page 5 of 7
ER -4945
TABLE 7-EPDXY TIE ET ADHESIVE ALLOWABLE TENSION LOAD
FOR REINFORCING BAR INSTALLED IN NORMAL-WEIGH2,OOD psi (poun0s)t,2,3,4,4.
flF.BpR DIAMETER
#4
GRILL BIT DIAMETER-MIHIMUM EMBEDMENT
BIT DIA) (E) laches)
J/8' 454
MINIMUM SPACING
(Inchon)
�q
- MINIMUM EDGE
- DISTANCE(Inches)
63/8
71/
- ALLOWABLE BOND
STRENGTH
!,650
6,050
"-- BASED ON STEEL
STRENGTH
4;705
7,370
rYS.
#'S
;
7�a.. 6'/
27;
31
101%8
Ilr°(q
5,500
7,155
10,610
14,4"_5
07
18 73/4
9
...
61/18
131/,
8,840
18,140
08
l:l/8
1
4S'
167/1'
17,1170
30,410
# 10
i/= 1 i3�
I'R
49112
63+*
185/8
235/s
19,505
22,860
36.480
S4A25
#14
1S 1d
7jK.
1
7,835
8,490
For Sl* 1 inch = 225.4 min, , I ibf = 4,45 N, !.psi = 6.89 hPa,.
Wlowablc load must be the lesser of bond and steel strength,
'-Allowable loads must not be increased for short-term loadso
?The tabulated nilownblelension loads are for anchors installed at the specified anchor and concrete edge distance,
4The tabulated values are for anchors installed in concrete having the designated compressive-srcngth at the lime of anchor installation.
SThc, allowable loads listed under allowabic bond in the table are based on a safety factor of 4.0.
TABLE 0-EPDXY TIE ETF ADHESIVE ALLOWABLE TENSION LOADS FOR THREADED, ROD
INSTALLED IN NORMAL -WEIGHT CONCRETE, fc.' z 2,000 psi (pounds)1,2,3,4,5
Ill- - - - -
STUD
DIAMETER
I
DRILL DR
DIAMETER
MINIMUM
EMBED heNT (E)
MINIMUM.
p„ahasG...
MINIMUM EDGE
DISTANIncheE
ALBONLO AB
BASED
ON STEEL STRENGTH
.
(S E31018)
A (SAE 4140) 7
(A704 SS)
Inch)'
-
E'
9
1
...
61/18
.
5 /4
2,090
21080
4,580
1,670
/s
s/!
16
3��0
I
454
7l
83%
63/8
71/2
3.535
4,815
3;730
5,870'
8,210
12,910
2,990
4,700
��
/8
71
7415
I O n IS
7jK.
1
7,835
8,490
18,680
b,790
8.500
7
5,925
714j�
I /s
IIs/s
9,Z9S
12;000
26.400
34,500`
12,500
7
II/R
9
101'.
131j2
IL190-
15,700
For SI: Iinch =25.4 mm 1Ibf=3.45N,Ipsi =689 kPa.`
(Allowable load must be the lesser of band and steel strength.
W iia vablc loads !nay be increased by 331/3 percent for short-term loaning due to jv1Dd or seismic forces.
y 3The tnbuiatcd values art! for anchors installed, at the Specified concretc'e.dge distances, Edge distances may not be reduced.
,(The tabulated allowable tension loads aro for individual anchors or anchors spaced at,a minimum of four times the anchaarced at least the distances noted in factor
the table,
!rust be applied to the allowable let loads for anchors spaced at`less than four times the anchorembednment and tp ,
SThe tabulated vaiues •!rc for anchors installed in concrete having the designated compressive strength at the time of anchor installation,
<<, 'The allowable loads fisted under allowable bond arc based on a safety factor of 5.33,
1'
TABLE.9-EPDXY TIE ETF ADHESIVES ALLOWABLE SHEAR LOAD FOR THREADED, ROD
INSTALLED:IN NORMAL -WEIGHT AGGREGATE CONCRETE f0.' 2 2,000 psi (pounds)1,2
'f
r;
-
STUD
DIAMETER
i*111 ER
MINIMUMS
EMBEDMENT
-
MINIMUM
SPACING
MINIMUM
EDGE
DISTANCE
BASED ON CONCRETE
EDGE DISTANCES
BASED
ON STEEL STRENGTH
-
Crlaeul'
-
Minimum
A 307
(SAE 1010)'.
A tea Grade B7
IS4140)
- F 593
(A304 SS)
-
E'
Inches)
3
Incline _-
5:
(inches)
8?/
Inches
71/2
31265
:600
..
3,025 -
-
6,520
4,435
/8
314
T/4
le
63/ -
1
1?
I04s
3265
600
4,360
9,45
7415
I O n IS
7jK.
3
79a
sO.
115/'
3,265
600
5,925
13,770
13,345
II/s
153%4
131/2
3:65
600.
?,740.
16♦680
For Sl: I' inch = 25A Mmr, I Ibf =4.45 N, I psi = 6,89 kpa,
IAllow'abie load must be the lesser of corp,WIC and steel strength.
'-The tabulated loads are for anchors installed in concrete having the designated conmpmssive strength at the time of anchor installation.
3Allownbie shear loads for anchors with concrete edge distances between critical and minimum may be obtained by linear intcrpolatien.
s
TABLE 10 -MINIMUM SPACING AND EDGE DISTANCES'
FOR ANCHORS INSTALLED IN UNREINFORCED MASONRY
i,. ForSL• I inch :=.25,4 mai'.
MINIMUM VERTICAL SPACING.
MINIMUM HORIZONTAL
MINIMUM EDGE DISTANCE
I(Inch4os)
ANCHOR CONFIGURATION
(Inches)
'_.SPACING (inches)
8;
-
B I
-
E'
7416
18,a4
C
i,. ForSL• I inch :=.25,4 mai'.
ER -4945
Page 6 o9 7
l
a:
100%
Ul
80%;
p
a'
40%,
W
0
1-,
20%
Z
W
0%
Be
4
STRUCTURAL
C A L C U L A T 1 O N Sj'
F O R
ALTERNATE FOUNDATIONSON LAVA
CAP
SINGLE FAMILY DAVEL'LING
SUNVIEW ROAD
BUTTE COUNTY; CA
i
X44
LEGA1�Y CONSTItUCTIO',N
50:6'; SUNSET D,R'1VE
PAitADISE, CA 9 969
/L S/
j
Eli
CLARK ROAb����
COX14
5790
PARADISE, CA 95969'
030) 872-0254Olq
«�� .,.......y..,.„e...,y,err,..�,,�.„._.,.,..;....«.,�.�
_..,. .,....K.�. �;�,r��rv.. "'.'`—',,.�,.,.,.;�..�.-,-...�:..-.,.-,.•x..
FLT EN�aII�IEERINi-
PROJEC."T LEGACY CQNSTR'N
5790 CLARK ROAD
,JOB No. i18o
PARADISEy CA
DATE 11!210tri
r,.a16) 872-0254
C ,LC Y S BY FLT T
SHEET OF
4
y
�
SU8JEC-7. CONCRETE RETAINING' - BEARING WALL
---- --------------------
-- —
�.
WALL DESIGNw
WALL
ALL I ALCULATIONS ARE IN UNIT$/LN. FT.
GRADE SLQPE RATIO:
LEVEL
SOIL 'EG.0 I VALENT FLUID PRESSURE t. PPF*)
45
SURCHARQlE (FEET):, 2000# WHEEL 'LOAD
I;
YIELD STRENGTH REINF. (k:SI):
40
1
ULTIMATE COMPRESSIVE STRENGTH OF 0QNQRETE (PSI'.)-.
_c.u:rtr
9
GF5.'AV_ITY LOAD - ;DEAD LOAD (.KIP:
LIVE LOAD (.KIP)
0. 4.1
OVERALL HEIGHT OF THE WALL - HW' (FEET)
4
10YERALL HEIGHT OF THE SOIL -- Hr (FEET):
4.67
THICI1'4NESS OF WALL — T (INilHES) e
8
QOEFFICIENT
TOTAL EARTH PRESSURE — Fli.r eKIP r :
0. 49
REACTION 0 TOP OF WALL — Rt (,k -.'IP.);
REACTION Q BOTTOM OF WALL - Rb (KIP):
C). 30
HEIGHT OF 101 SHEAR - Hcy (FEET,.')
2. '4
'MOMENT — Mw (FT -KIP)
AREA REINF. KIN`:i; ,d►,(111) SIZE gt SPA Cznl>
a
----------------- ------- ----------- ------
sr , off/Z-15'9;0 #4 e
,
MIN. VERTICAL REINF. - .15 % (IN"2)
C). 144
MIN., HnRIZONTAL REINF. - s;25 %, G11* .2) :
Ow 240
DESIGN R'EINF. - VERTICAL *4 0 1`6
HORIZONTAL: #4 C? to
COMBINED STRESSES c MALL
0. C16
:I
x
.FLT ENGINEERING
PROJECT LEGACY CONSTR t N
r,:l_ARk F'DAD
JOB NO. a w l So
I AD I SE, ISA
DATE 11/2001
CAL(--, S BY i FLT
SHEET f OF
FOOTING RESIN:
i 5
DENSITY OF SOIL �F'�F.• «
t
1 C
DENSITY OF C ON ERIE (PQr*,) e
15
ALLOW. SOIL BEARING PRESSURE ei Psr ) .
2500
ALLOW. SWGFFESSLFS tFSF)
400
LAT
FI_ COEFFICIENT
0.35
L -REAPING PRESSURE REDUC;T'ION (PSF) e '
tl
NET. ALLOW. BEARING PRESSURE �FSF) a
2500
Pr EL IM. FOOTING - WIDTH (I NI_ HES:)'
5,67
— DEPTH (INCHES)—
G. oc)
DESIGN FOOTING —WIDTH (INiwHM e
— DEPTH f XNCHES) .
6. 00
TOTAL GRAVITY LOAD — Pv 01.'IPS :
0.5'
kNC,,.EASE OF ALLOW. SOIL PRESSURE V.) :
0
1
ACTUAL. SOILPR''E8SUFRE -= U (PSF},:
14e$ !
2500
SLIONG RESISTANCE Fr (KO);
0 e;
003"0 - ,C'i_"—f
SLAB REINFORCEMENT:
REINF C TOP Or WALL i - AR 4"j.
IMAX. HORI,zONTAL SPAN OF WALL 4MET) t
8.98
DESIGN HORIZONTAL sr -'AN 0l5ET';):
SLAB THICKNESS (INcH5s;i a
SLAB WIDTH RtQUIr'ED CFEET, :
DESIGN AREA OF SLAB kEINFN 41N` /Lrh :
...29
ALLOW,' TENSILE STF:'ESS OF F;F Nr. CI SI :
`k
LENGTH OF DOWELS C INCHES) :
1S. 17
C
_
_ T
o �U' rho
Department of Development Services
Building Division
o>, o. 7 County Center Drive
Orov illc CA
95965
dt C "t 530) 538-7541 (530).538-2140 FAX
Q ,
Residential Construction Requirements
IWORTAN 1'
' This set of plans and specifications MUST be. kept on the job site at all times and it is unlaWfW to make
any changes or alterations on same without written permission from the Building Division, County of
Butte.
All materials and workmanship shall be in accordance with recognized good practices and of a quality
prescribed f; r the specific use in the 1998 California Building Code (1997 U.B,C), 1998 California
Plumbing Code 0997 U.P;C.), 1998 California Mechanical Code (1997 U,M.C.), and the 1998 California'
1 Electrical Code (1996 N.E,C
s The followilig items are Separated into two categories (general and specific), The "general11 items are for
your reference and are not specifically called out on the plans by the plans examiner, These items 'A IUST
I be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have
been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any
responsibility for code requirements, general or specific,
GENERAL REQUIREMENTS
• Guest rooms and habitable rooms shall havenatural light equal to 10% of Ure floor area and natural ventilation equal to 5%
of the floor area (Sec, 1203, U,B,C,)
` • Provide required room dimensions and ceiling licight. (Sec. 310;6, U.B.C.)'
i01 Provide'ligbts; switches, and receptacles for niaintenance of mechanical equipment,,(Sec,306, U,M,C.)
• Approved vent and adequate combustion air for gas water heater and/or furnace, (CII.I& Ch 8,'U,M,C.)
A • Provide minimum one 3'-0" exterior door, (Sec, 1003.3,1.3,U.B.C,)
! t • Provide adequate clearance-and type A flue for fireplace/woodstove.
•
All stairways to comply 1vith U.B,C: section 11103.3, for rise, run, headroom, widib,; landings and hvrdmils.
• Hallways to be miniinwu;36" wide,(U.B.C, 1004.3,3.2).
Underfloor access and ventilation per Sec•2306.3 & 2306.7, U.B.C.
I • ' Attie access and ventilation (UBC section 1505).
Provide approved flaslung at all exacrior, openings,
' ., Provide 18" platform for app liances/equipment in ggagc capable of producing a flainc, spark or glow.
• Provide protection of appliances in garage from yelucular damage.
• Closet lights per N E C Article 410 8
fornumcd for all rglU,,Iam
• Provide approved sp rk arrester at all clu meys/type A "flues
a n J , a
it •: Provide �z"x 10" anchor boli" 6' o.c • mai. an widii 12 of all oints, Provide 2° x 2 X 3i'16" steel plate wasl er @each
boll. (Sec. 1806;6, U.B,C.)
• Foundations with slemwalls spall be provided widt a minimum of one number 4 bar at the top of the wall and ono number;
i 4 bar a[ Ure bottom of the footing-(Sec, 1806.7.1, U.B.C.1
gr g d �bottnnr (Section
• Slabs-on- ound wiU� turned-down'footin s shall Ikave a inny�mmn of one number 41' ;r at Ure top and
1806:7.2, U.B.G.)
x. • Guardrails to have minimum 36" i1 iigh top rail, w�ilth iutteri ioiiate rails spaced drat a 4" sphere cannot pass Uuough (Sec.
509, U;B,C,) BVIE I E COUI®1 i
x Page 1 of 2 Owners Name: Moe
` BUILDING DEPAR 9 ,'�IENBuildingpermitNumber, .01••1971
>ns
®g� ��q Plans Examiner:: Cleiltr
Gibbo
,8" P IR
I
0 Veneer per Ch. 14, UB. C,
- Extortor plaster—weep scrccds(U.B.C. section 2506.5)r
-
Skylights per See, 2409 & 2603 7, W3.C.
* Protect plastic town insulation per See, 2602.4
. . j U.11%0,
* Ground. fault protection shall be required in all badirocims, gamgc,'kiiJ'-4 n, bar, and exterior receptacles (NEC 210),
plait reviewed) ply nvitii the current editions of die
e Mcctrical,ifiechanical, and;plumbing construction (not 01 inply
I
National Electrical Code, Uniforth Mechanical Code and Uniforal Plianlilisj Code,
0 Mininnun,watet closet clearances of 45" , from its center to , sidewall and 20' front clearance ,(URC, 408-0).
0 Mihifinfin shouter coinpartinent size of .1024 sq. in. & 30 circle (U,P.C, 411.7),
& Provide plunibing fixtures, Witter closet cleimnccs and, thoWers.lzes per U.M.
SPECIFICREQUIREMENTS
1. P.Tovi-ale. salldty glazing in all hazardous locations (U,B,C,scction 2406)i
2. Oimgd.fire%v,,ill�cpariddi,i,—rc uirc 'a -including supporting %valts and posts (U.B.c. section �01.4 exception
q , d . n gamge side,
#3). ohJAC. section 3 WA 1.
3, iiisttilisniokddetector's is'per the rcqtiit(!,-
ideial. roof covering m, "o
4. SF 9 requited, class B nuu
5. Provide 2sepa mtecxitsfoiidiet,lt
rdstory (tt.l3,'C..section .iOO4,2,3,2exception i4).
G. 8vor
y bedroom shall haivo'fit least one operable window or door. Windows shall fiave,a minimum net clear operable area
of
70squa - feet. Additionally, the window shill haVe. a ininlimun net cleat opeadble height of 14'!'and a ininfinuth not,
". Pell square
I I I , I above the floor (U.B.C, 310,4).
cleat able widd, or 20111 Ilic Nvindmv sill height sliall not be more than 44".
COLOR CODEVSED`ON PLANS
Blue = Engincering Pink,— Firowall
Green , Braced wall panels Yellow = lihoodaut
COMPLY WITH ITEMS INDICATED ]BELOW
flood . Finish hoor,'Wettrical, AN.A.C, equipment and services
YburpAtcd!l��osivitiiliitidesi'�matcd]00.ycirfI dpl plain.
§haftbc a:ihi"liftituri of and footaboVe the elevation shonVn otiClic attached Mood Elevation eerfificitc, A Post A160d
WeM&W QWyled1d 4411 dkdbe requited
Notp*'We Will normally accept the following as coinlifiahce with iliebotij elevation requirements:
11 Buildlitt ikanthored to concrete steinwall system Widi.convefifilonal anchor bolts.
I Building plate on too of stein*hll to be one rmfot 11116PQ above lie 100•ycar flood elevation, (ZIlatc height less thin 2411
rade, or engiticcral design required). . -
Aboo g
3, Electrical, heating, Ventilition, plifinbifig and air c ' onditioning equipment and facilities located -above the plate,
4i At, least lop,;aings in exterior- walls, located on opposite or adjacent Walls N01h A total net area of not less than I square
ifibli f0rdvery'square foot of enclosed area.
5. The bottom of 06 openings s1W1 be no higha flitin I f1bot, above grade.
-6, The oponitigg May be screened or covered widi odice device's dint.wifiltdriult autoinatic chttyand exit of floodwater,
Fires nnklers arc re uired in this strii6ldrei
'hus'parcel 10 located within the CaliforniaD, cpArtin6tit of Forestryand F ife Protec tibil area. Compliance with tine
attached CD171fire sale fequitenictits-Mll be.ndccstary.
'. C9 All structures tad ct'Initnuent inctodifig overhangs shall beclearof all cascividitts.
A setback of S' firofii'dicsidd and v front die real` otbotty-nna and 16 feet (25 foot it Fedditti AidRoute) front die
edge of the right of w6y, shall be c1cit of stru6turtsmid dquilihiefitaccept Tor .it 2 foot ovqliang,
Expansive soli timy be encountered on M slid, This condition inay require did1dinulado-it: to be designed by it
sctifirchit
oil POL
Mod
Urt W.ndts Naffiel.
Page 1 cir! O
, I w E I !
ifttildlfig Permit NUtnb6r: 014 911
APARIM 'all phingatanilinel", Oidnobibbols
A R
r
cr)r FIRE .SAFE ;REQUIREMENTS
AP#
PERMITA NAME;
Under authority of MCI! 4290, the following checked items are required
by the Butte
County Fire Department and are 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.
�j 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 provide for by the land owner.
Drivewav''standards
[ 1273.02
Surface;. All driveway surfaces and structures (bridges,
1273':07
culverts and other appurtenant structures which supple-
ment the roadway bed or shoulders") shall provide unob.-
structed accessto conventional drive vehicles, includ-
ing sedans and fire apparatus weighing up to 40,,000
pounds„
1273.03
Grade., Not to exceed 16 percent unless paved.
1273.04
Driveway Radius
j
1. No roadway shall haV I eL a horizontal inside radius L,of
ci1rvature of "less than 50 feet and additional sur-
face width of 4 feet shall be added to curves of SO-'
100 feet: radius; 2 :feet to those from 100--200, feet.
[
2. The length of vertical"curves in roadways' exclusive
ofgu _ ttors ditches and drainage structures designed
to hold.or divert water shall be not less than 100
feet.
[ 1273.05
Turnarounds. If required, will have a minimum turning'
the
radius of 40 feet from the center of road.
1.. 3.05
-I' �7
Turnouts- Shall be a''minimum of 10 feet wide, and 30
r
feet long with a minim.m.25 foot raper on each end.
1270,.10
width._ All driveways shall provide a minimumi0:foot
T
traffic lane And unobstructed vertical clearance of 15
feet along `,its entire ength.
Page '1 of .3.; CU 1 i �: CO�e7i�d
BUILDING DEPARVEPir
PP F1 0 ED
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p�.u�v�'.h-^^.. .,,.++{r--•... .=,�'fi'v-c M..� ar. R.+-,t+Ywa. � w�w�.. ...{.. .,�fa ,.a..yc)y
i
TABLE OF CONTENTS
TOC
--a----------------==----
Project Title..
SUN VIEW RESIDENCE
______ _: --------
Date 08/08/01 07:26:41
Pl:oje,t Address.
SUN'VIEW----
---------
PARADISE. CA
*v6.00*
Documentation Aut hor,. .
ROBERT A MANGRUM
****+'**
BLtitding Permit #
Paradise', Mechanical
5655 Almond Street
Plan Check / Date
Paradise;. CA 95969
rya.
530-877-8882
Field Check/ Date
"Climate Zone....;_,
--------=----
r Compliance Method......
MICROPAS6 v6.60 for'2007
Standards by Enercomp, Ire.
~~MICROPAS6
i v6 00
File.-LFGACYI Wth-CTZ11S92
Program -TOC
User#-MP134L, User
--------------
-Paradise Mechanical Run LEGACYI TITLE 24 1172
------ - -- - - - ------ --.---------- -----
y
TABLE OF CONTENTS
Report p
Page
FORM CV -IR ....+.......
FORM MF -1R.
5
{4
FORM C -2R...+.....'':..
HVAC SIZING.. ..;;:.....,-:.. 13
t
i
-
I
MU�`�1R1i{�npnyJ
A����. �Mii �i R i F•1.6aQ
VF�
�f
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p�.u�v�'.h-^^.. .,,.++{r--•... .=,�'fi'v-c M..� ar. R.+-,t+Ywa. � w�w�.. ...{.. .,�fa ,.a..yc)y
i
CERTIFICATE OF COMPLIANCE.RESIDENTIAL Page ,2
CF 1R.
- -- --- - --==ca--- - -_ - --- --- ---__-_- ---
--,-
---- - --- --__ __-. --- = - - --___- -- _ --- - - -
-- _
Project Ttle........•SUN VIEW RESIDENCE Date..08/0;8/01 07:26:41
MICROPAS6 V6.00 File LEGACYI Wth-CTZ11S92 Program-FORM CF-1R
User#-MP1342 User-paradise Mechanical Run-LEGACYI TITLE 24
1172-
FENESTRATION
Over
Area U- :Interior Exterior
hang/
Orientation (sf) Value SHGC ,Shading Shading
Fins
Window Left (SE) 45;0 '0.350 0.400 Standard Standard
Yes
Window Left
(SE) -`16°.0 0.350 0,:4100 Standard Standard
'Yes
Window Back
(SW) /16;0 0:350 0.4`00`Standard Stannard
Yes
Door Back
(SW) X41.0 0..350 .0.4;`0'standard Standard
Yes
Window Back
(,SW) 124,-0 0,350 0.400 Standard Stand�ird
Yes
Window Back (SW) *5.0 0.330 0.370 Standaz3 Standard
Yes
Window Back (5W) 'r24:0 0.350 0:40�`F Standard Standar..d
Yes'
Window ;Back, (SW) / 5.0 0.330 0.370',: Standard Standard
Yes
Window :Back (SW)' x'16.0 0..350 0: 400,:Standard Standard
Yes
Window ,Back (SV7) 116.0 0:350 0.400 .Standard , Standard
Yes
Window Right (Nati`)` /32.0 0.570 0.670 Standard Standard
Yes
Window Right (NW) / 9.0 0.3.50 0:400 Standard Standard
Yes
Window Right (NW): J20':•0 0.350 0.400 Standard Standard
-Yes'
HVAC SYSTEMS,
Minimum Duct-r --Duct Tested Duct RCCA
Thermostat
Equipment Type Efficiency Location R-value Leakage Manual
111----- --_---- -_ --
D Type
~^ - ------
--- --------- ---------
Furhade 0.'800 AFUE Crapwla ace R-4:2 No, No
Setback'
ACPackage 10.00 SEER Crawlspace R=4.2 No -No
Setback-
etbackWATER
WATERHEATING SYSTEMS
;,..
'Nu er Tank
External
in Energy Size
Insulation
Tank TypeHeater"`Type Distribution Type' System Factor (gal)
R-Valtie
Storage Gas Standard 1 0,60 50
R- nja
SPECIAL FEATURES AND MODELING ASSUMPTIONS
** Items in this section should-be documented ron�'the plans;'
***
** installed to crianufactUrer'and CEC specifications, and
***
*** 'verified ,during plan check and; field inspection:
***
This buildln incorporates a Housewra Ari Infiltration Retarder.
g P P/ i
This building incorporates non -standard Duct Location:
This building incorporates Ducts a.n a Crawlspace Or Basement Lodationi
All supply registers must be within 2 ft of floor:
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF-1R,
Project Title ......... SUNVIEW' RESIDENCE Date..08/08/01 07:26:41
Project Address.....,.. SUN VIEW *******--
---- --------
PJUADISE`,; CA *v6.00*
ROBERT A. MANGRUM g #
Documentation Author a
Paradise Meond hanicalreet ******* PlanJc
Chece/mLate
Paradise, CA 95969
-8882 Field Chet%/ Date
Climate Zone....------ - --
..... Standards by Enercomp, Inc.
Compliance 0 for
-- MTCROPAS6 x6.00-FilerLEGACY�. W -__ ------
om lance Method MIC.��PAS6 v6 0
1 1
ICRO S6 v6. User -Paradise Mechanical
"Program-FORM MF-1R.
#- "TITLE 24 1172 I M
hanical Run-LEC�ACY1
Note: Lowri'se residential build'subject
n s ;to the Standards must contain. these
g
measures regardless of the compliance approach.used Items marked with an
asterisk (*),:may be superseded by more stringent compliance requirements listed_'
on the Certificate of `Compliance. 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. -
BUILDTNG H'NVELOPE MEASURES'
-----------
Design- Enforce-
er % ment
*150(a): Minimum R-19- ceiling insulation. _
15.0(b): Loose fill insulation manufacturer1s labeled R-Value.
*156(c) Minimum R-13 wall insulation,in wood framed walls or
equivalent,U-factor in.metal ;frame walls (does not apply f
to exterior mass walls);
k150(d): Minimum-R-13 raised floor insulation in framed floors.
150(1): Slab edge insulation - water absorption rate no greater
than 0.3W, water vapor transmission rate no greater than 2.0
perm/inch. -
118: Insulation specified or installed meets insulation quality /
standards. Indicate type and form.
116-17: Fenestration Products,'Exterior Doorswl and Infiltration)
Exfiltration'Controls
1.`Doors, -and windows between conditioned and unconditioned
spaces designed. to limit air leakage..
21: 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.'
150.(g): Vapor, barriers mandatory in Climate. Zones 14 and 16
only.
150(f): Special infiltration barrier installed to comply with
Sec. 151 meets Commission quality standards
11r*0(e): Installation of Fireplace, Decorative Gas Appliances
and Gas Logs
1. Masonry and factory-built:fireplace5 have:
i
E
k
MANDATORY MEASURES: CHECKLIST: RESIDENTIAL Page:'6 M7 -1R
Project Title . SUN VIEW RESIDENCE Date. 08/08/01 07-26-41
MICROPAS6 V6.',00 File-LEGACYI-Wth-CTZ11S92 Program -FORM MF -1R-
User##-MP1342 User -Paradise Mechanical Run LEGACYI TITLE 24 1172
-- -- -- -------- - ------ -------- ---------- ----------
a,
_- ---
a Closeable metal or glass door.
b.. Ontside air intake with damper: and control j
c: Flue damper and control
2.' 'No continuous burnin gas11 pilots allowed.
SPACE CONDITIONING, WATER HEATINGANDPLUMBING SYSTEM AEASURES
------------------------------------- --------- -Design- Enforce-
er ment
110-113: Fiv»",:y equipment water heaters, showerheads and
faucets certified by the Comtnis.sion:
150(h)c Heating and/or cooling loads calculated in accordance
with ASHRAE, SMACNA or.RCCA. --
156(i)': Setback thermostat on all applicable heating and/or
tooliiig systems.
150(j) Pipe and.Tank 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 R-12 or greater.,
2. First,5 feet of pipes closest to water heater tank; non -
recirculating systems, insulated (R-4 ,or greater)
3. Back-up tanks for solar system, unfired storage tanks, or ,
other 'indirect hot water tanks have R-12 external
insulation or R-16 combined internal/external insulation,
4. All buried or exposed 'piping insulated_ in recirculating
sections of hot water system.
5. Cooling system .piping below 55 degrees insulated.
6. Piping insulatt;d between heating 'source and indirect
hot water 'tan,
*150 (m) Ducts and; pans --
1. All ducts and plenums installed;, sealed and in
sulated,,to meet the requirements of the 1958.CMC sectons
601,.(603, and 604, and standard 6-3; ducts insulated to a
minimum installed level of;R-4.2 or enclosed, entirely
in conditioned space: Openings shall be sealed
with masbiqtl tape, aeroso.].;sealant, or other duct closure'
system that meets the'applicabl'e requirements of UL181„
UL181A, or 1%181B. 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. Building cavities shall not be used for
conveying conditioned air,t'oints and seams of duct systems and
their components -shall not be sealed with cloth back 'rubber,
addhesive duct, tapes, unless, such; tape <isused in combinaL,7 on with
mastic and drawbands
2. Exhaust fan systems have backdeaft or. ;automatic dampers.
3Gravity ventilating systems°serving ,,onditoned space :have
either automatic or readily accessible, manually
operated dampers.
114; Pool and Spa Heating Systems and Equipment
1, System is certified with 7F3 thermal efficiency, on-off
4 ��
COMPUTER METHOD;
SUMMARY
Page
9 C -2R
Project
Title...
SUN VIEW RESIDENCE Date -08/08/21 07:26.41
MICROPAS6
v6.00 File-LEGACYI, Wth-CTZ11S92- Program FORM C 2R
User#-MP1342
User -Paradise Mechanical
Run-LEGACYI TITLE 24 1172
BUILDING ZONE.INFORMATION
Floor # of
Vent
Vent Air
Area Volume Dwell Cond-
Thermostat Height
Area Leakage
Zone Type'
(sf) (df) Units itioned
---- ------ -- --- -----
-20430 -r'es
Type (ft)
------ ----- ------------
(sf) Credit
--------
HOUSE---------
-2270
Residence
1..00
Setback 2.0 Standard Housewrap`
f
OPAQUE SURFACES
------------
Area U- Insull Act,
Solar Form 1 -----
.Location/ k
Surface
(sf)value Real Azm 'Tilt Gains Ref e en,ce
Comments
HOUSE.
I
Wall
314 0.088 13`' 30
90 Yes W.13.2X4.16
2
Wall
408,:,. 0.088 13, 120
90 Yes W.13.M..16
,3
Wall
393' 88 13 210
190 Yes W.13.2X4.16
4
Wall
407 0.0`88 13 - 300
90 Yes W.13 .2X4.16
5
Wall'
140 0.088 13 30
90 No W.1.3.2X4,.16
6'Door
20 0.330 0 30
90 Yes None,'
7
Door
20 � ,.0 .330 0 30
90 No None
8
Door
20 0.330 0 '120
90 Yes None
9
Roof
2270 0.0.29. 38 n/a
0 Yes R.38.2X12.16
10
Floor
2.270 01.037 19 n/a
0 No FC. 19,2X8.16
FENESTRATION SURFACES
Area U-
Act Exterior Shade Interior Shade
Orientation
(sf) Value SH GC
Azm Tilt Type/SHGC
Type/SHGC
------------
HOUSE
1
Window Front
(NE) 312.0 0.-570:0.,670
30 '90 Standard/0.76
Standard/0.68`
2
Window Front
(NE) 8.0 0.1101 0.370`
30 90 Standard/0.76
Standard/0.68
3
Window Front
(NE) 14.0 0.350 0.400
30 90 Standai'd/0.76
Standard/0.68
4
Window Front
(NE) 14.0 0:350 0.400
-30 90 standard/6,,
Standard/0.68
5
Window Front
(NE) 8.0 0.330 0.370
30 90 Standard/0.7.6
Standard/0.68,
6
Window' Front
(NE) 5.0 -0;.330 0.370
- 30 90 .9"Iindard/0.7.6
Standard/0.68
7window
Front
(NE)- 5.0 0.330 0.370
30 90 SlAndard/0.76
Standard/0.68'
8
Wizilow Front
(NE) 5.0 0.330 0.370
30 90 Standard/0.76
Standard/0.68
9
Window Left
(SE) 20.0 0:350 0.400
120 90 Stand4rd/0.76
Standard/0.68
10
Window Left
(SE) 9.0 0.350 0.400
:120 9.0 Standard/0.76.
Standard/0,68,
11
Window Left
(SE) 15.0 0.350 0.400
;120 90 Standara/0.76
Standard/0.68
12
Window Left
(SE) 16.0 0.350 0.4,00`120
9G Standard/0.76
Standard/0.6E,
13
Window Back
(SW) 16.0 0.350 0.400
210 90 Standard/0.76
Standard/0.68'
14
Door Back
(SW) 41.0 0.350 0.420
'210 90 Standard/0.16LStandard/0.68`
15
Window. Back
(SW) 24.0 0.350 0.400
210 90 Standard/0.16
Standard/0.68
16
:Window Back
(SW) 5�O 0,.330 0.370
210 90 Staniaard/0.76
Standard/0.68
17W
indow, Back
(SW) 24.0 0.350 0.400
210 90 Standard/0.76
Standard/0.68`
18
Window ,„Back
(SW) 5.0 0.330 0.370;:210
90 Standard/0.76
Standard/0.68;
COMPUTER METHOD SUMMARY
Page 10
C -2R
Pxoject^Ti.tle SUN `IIEW RESIDENCE
Date .08/08/01
01:26.:141
:----------- --- ----- ---
---- ----
---- --�-
---- ----------------__-
MICROPAS6 V6 00
File-LEGACYI Wth
CTZ11S92
Program -FORM C -2R
User#-MP1342 User -Paradise
MechanieaJ„ Run-
LEGACYI TITLE
24 117
2
FENESTRATION SURFACES
area
U-
Act
'Exterior
Shade
Interior
Shade
Orientation
(sf)
Value
SHGC
Azm
Tilt,
Type/SHGC
Type/SHGC
----------------------
19
Window
Back
(SW)
-----
16.0
-----
0.350
-----
0.400
---
210
----
90
------------
Standard/.0'.76
--------------
Standard/0.68
20
Window
Back
(SW),
16.0
0.350
0.400
210`
90`
Standard/0.76
Standard/0.,68
21
Window
Right
(NW);
32.0
0.570
0.670
300
90
Standard/0'.76
Standard/0,;68
22
Window
Right
(NW)
9.0
0.350
0.400
300
90.
Standard/0,76
9tandard/0.68
23
Window
Right
(NW)'
20.0'
0.35,0
0.400
300'
90
Standard/0.76
Standard/0.68
AVERHANGS AND SIDE FINS
--_Window-- ------Overhang=-
--
---Left Fin-
---Right
Fin--
Area
Left
Rght;
Surface
(sf)''Wdth_
Hgth
Dpth
Hght
Ext
Ext
Ext
Dp'th:Hght
Ext-
Dpth
Hght
HOUSE
1 Window
32.0
4.0
8.0
2.0
1.0
n/a
n/a''n/a
`;n/a
n/a
n/a
n/a
n./'a
2
Window
8.0
2.0
4.0
2.0
1.0`
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
3
Window
14.0'
3 .5
4.0
2.0.
1.0
n/a
n/a
n/a
n/u ,,.'n/a
n/a
n/a
n/a
4
Window
14.03.5
4.0
2.0
1.0
n/a
n/a,
n/a
;n/a;
n/a
n/a
n/a
n/a
5
Windows
8.0
2.0
4.0
2.0
1.0
n/a
n/a
n/a
'n/a`
n/a
n/a
n/a
n/a
6
Window
5.0
1.0
5.0,
8.0
I.O
n/a
n/a '
n/a
rna
n/a
n/a
n/a
r,/a
7
Window
5.0
6.0
1.0
8.0
0.0
n/a
n/a
n/a
n�'a
n/a,
n/a
n/a
n/a
S
Window
5.0
1:'0
5.0
8.0!
1.0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
9
Window
20.0
5.0
4.0
2.0
1.0
n/a'
n/a
n/a
h/a
n/a
n/a
n./a
n/a
10
Window
9.0
' 2 , 5
' 3.5
16 .'0
1.0'
n/a `
n/a
rL/a
n/a
n/a°
n/a
nJa
n/a
11
Window
15.0,
5:0,
3.0
2.0
1.0''
nJa
n/a
n/a
n/a
n/a
n/a
n/a
n/a
12
Window
1C,,f('14.0
4.0
2,0
1.0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
13
Window
16 ,°J_
4.0
4.0 `
12 .0
1..0 '
n/a
n/a '
n/a:'n/a
n/a
n/a
n/a
n/a
14
Door
41 .0'
6:0
6.8
12.0
1.0
n/a'
n/a
ii/a
'n/a
n/a
n/a
n/a
n/.
15
Window
24:0,6.0
4,0"
2.0
1.0
n/a
n/a
n/a
n/a
n/a
n/a,
n/a
n/a
'1'6
Window
5.0
6,0
1.0
2.0
0'.0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
17
Window
24,0'6.0
4;0,'i
2.0.
1.0'
n/a
in/a
n/a
n/a
n/a
n/a
n/a
`n/a
1$
Window
5.016,0
"1.0
2.0`
0.0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
19
Window
16.0
4.0
4.0.
2.0
1.0
n/a
n/a
n/a
„n/a
n/a
n/a
n/a
n/a
20
Window
x.6.0
4.0'
4.0
2.0'
I.O
n/a
nja
nJa
n/a
n/a
n/a
n/a
n/a
21
Window
32.0
4.0
8.0
2.0
I.0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
22
Window
9A 0
3 .0
3 A
2.0
�.: 0,.
n/a �
n/a ��
n/a
n/a .
n/a
n/a
n/a
n/a
23
Windoti
_ 20.0
5.0
4.0
2.0
1 0
n/a',
n/a, '
n/a
n., /a `.
n/a
n/a
n/a
n/a
--�....q„...�,y_,.acti-"' ,qus.s:cr.-a,-s-.SwF•-.u+4«sewYM+ru.urvnupms..nn:,�Trc++n^i
r-ww '..+.m..µ=:-:-,.-1-w��-