HomeMy WebLinkAbout042-160-007042-160-007_: _ PERMIT#97-0637... DE BOCK, Joe ;, 1
• GRISWOLD, "Gary -& Nancy - -- --� -
-1 _ - r
2076 West Sacramdnto,'•Chico x-te
I Add Lieingrm,Kitchen/Diningrm & West Sacramento Avenue, 5001 Wiest of Glenip
Garage/SF, .( g Chico
042=160-007 •PERMIT #97-'094&, contractor: Fred Aisthorpe, P.O.Box 1026,-Cbj
GRISWOLD, Gary and' Nancy -
.2076 W' Sacramento`, 'Chico v,
!,
"Add cov0red ' Porch/SF,:-,
t -
F.
S
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397
TELEPHONE: (916) 538-7541
FAX: (916) 538.2140
B E A U TY
GARY & NANCY GRISWOLD RE: Building Permit # 97-0940
2546 W SACRAMENTO AVE., EExppiration Date: 6-3-98
042-160-007
CHICO, CA 95926
With reference to the above subject, our records indicate that your
building permit expires on the above date and your permit falls into the
category marked below:
[ ] Permit work started, but not completed. Permit may be renewed
for 1/2 the original building permit fee (plus a $20.00 filing
fee). The renewal permit will extend the building permit for
an additional year from the original expiration date. Should
you not renew your permit within 30 days of the expiration date,
all work must cease until a new building permit has been issued.
For your convenience, we are enclosing a renewal application form
and owner -builder form to be completed and signed by you where
indicated and returned to this office together with the fee
shown. Please return all copies of the application form.
[ X] No inspections have been made on permit work. Inspections are
required to verify code compliance. We are unable to renew a
permit where the work has not been started and inspected prior
to permit expiration. After expiration of your permit, no work
may be started until a new permit has been issued.
If our records are in error or should you have any questions concerning
this matter, please contact the CHICO office.
Thank you for your prompt attention concerning this matter.
Yours very truly,
� l
Michfael C. Vieira, C.B.O.
MCV:ahb Manager, Building Inspection
Attachments
Chico Office - /891-2751
411 IY1ai n�ctJ—
9_,
COUNTY OF BUTTE -DEPARTMENTOFDEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, California_ 95965 - Telephone (916) 538-754P T NO.
(Rev. 12'/96) APPLICATION AND PERMIT - `t
ASSESSOR PARCEL NUMBER
042-160-007
ZONING
A5
BUILDING PERMIT
OWNER
GARY & NANCY GRISWOLD
TELEPHONE
342-9529
SO. FT. OCC. BUILDING VALUATION
OWNERS MAILING ADDRESS
2546 W SACRAMENTO CHICO
306 C 3978.
CONTRACTOR'S NAME
OWNER
TELEPHONE
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
LENDER'S MAILING ADDRESS
Fireplace
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $ 20.00
Permit Fee $ 63.00
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Plan Checking Fee $ 40.95
BUILDING ADDRESS
,?
Energy Plan Checking Fee $
$
PERMIT FEE $ 123.95
LOT NO. -
-
SUBDIVISION'S NAME
PARCEL MAP
PLUMBING PERMIT Filing Fee 20.00
USEOFSTRUCTURE
SF MX Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap 7.00
Solar or heat pump water heater 23.00
Water piping 15.00
Each gas water heater or vent 15.00
TYPE OF WORK
New ❑ Addition Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: A�T7��-P)nr�
Gas piping system 1 - 5 outlets 15.00
Building sewer 15:00
Mobile Home S G W @20.00
PERMIT FEE $
ELECTRICAL PERMIT Filing Fee 20.00
-
Main Serviceeoov oR LE.s
200A OR LESS 23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing wSection 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.POWER
License Class Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A To I000A 46.00
NEW CONST. DWELLING OCCUR SO
OR ADONS. ( 8 ACC. BLD.. 3.5QFT.
NEW CONST.
MULTI-OUTLETith
NON-RESID. C c cu 97.50
APPARATUS
a .GLE ourLET C..
Ex. Occup. CUTLET OR FOcruREs ML p I: 00
r.
Ex. Occup. DuxTLEEDrsA AESIo.)0E 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wirin 23.00
PERMIT FEE t
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
MECHANICAL PERMIT Filing Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE S
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply wit hose proyisions.
X Date —
Signat re of lice Owner ❑ Contractor ❑ Agent
An OSHA pe It is r uired for excavations over 60" deep and demolition or constructions
of structures over 3 stories in height. ac lu
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST. TYPE
TOTAL FEE $ 123.95
HAZ.
�.
D. FEES
IMP
_
FLOOD
CDF
PARCEL PD
HD SSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
ByDate
PERMIT EXPIRES ON
(Da te
Receipt No. Z- 3,93
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
r E.H. USE ONLY
I "» �. Plot Plan Attached
7 ~" floor Plan Attached�—
�✓/� -- Sent to B.D. i
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
Owner Location AP#
Plan Approved for: Sewage Disposal Water Supply: Public Private Well
Clearance for dwelling. Other l' b(Al �c'yln�nk pctk
Hold final for:
Final clearance O.K. for:
(VOTE:
ErKironmental Health Specialist
aw
Date
"rri ti.-,P+-'lZ...,•; /'r'".E..-.'t. r.. r ...%��:-,�
'COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CAW
0_WA 95965 - TELEPHONE (916) 538-7541
PERMIT APPLICA TION DA TA SHEET
OWNER: � ! ASSESSOR PARCEL ER: 0 (l a - 1(o0— 0 671 V/
Proposed Building Use: Building Inspector: ate: 5— -?- Q %
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
Date Received By
Me"All items have been submitted--------------------------------------------------------------------------------------
Plot plans, 3/4 sets, signed by the preparer of plans. -------------------------------------------------------------
❑3. Complete plans, 3/4 sets, signed by the preparer of plans. -----------------------------------------------------
04. Engineered 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. ---------------------------------------------------------
118. Hazardous Material Form. ------------------------------------------------------------------------------------------
❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------
❑ 10. Fees of $ '-------------------------------------------------------------------------------------
❑ 11. Impact fees as shown on the attached schedule. -----------------------------------------------------------------
2. California Department of Forestry plan approval/fees. ---------------------------------------------------------
❑ lood elevation certificate. ------------------------------------------- ----------------------------------------
tion and plot plan approval Health Department
15. City,of Chico plumbing permit. ------------------------------------- ---------------------------------------------
❑ 16.Plotf plan and business license approval from the City of Biggs. ---------------------------------------------- t'^
❑ 17. Planning approval for (A) Use: (B) Parking: --------------------------
❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. -----------------------
❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ----------------------------
,r
❑20. Pre -inspection for required. Request to Building Inspector on (Date)
021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------
J
0
'22. Workers' Compensation carrier and policy number.-----------------------------------------------------------
❑23.Owner-Builder Verification (Given to owner O, Mailed to owner 0) - --------------------------------------
1124.
-------------------------------------
❑24. Letter of signature authorization. --------------------------------------------------------------------------------
❑25. Recorded copy of Agricultural Acknowledgment Statement. --------------------------------------------------
❑26. Letter of intent on building use. -----------------------------------------------------------------------------------
❑ 27. Manufactured Home utility clearance.---------------------------------------------------------------------------
❑28. Existing violations and/or expired permits. ----------------------------------------------------------------------
9. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $---------------
�7 0. Other: -----
en you issue the ,pt, process as follows El Mail to owner, ail �oco
ntractor.
Telephone :�'r q5'9'7- and hold for pickup at office. ❑ Deliver with inspector.
Applicant:
Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air ollut' ate: By:
Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By:
1. Index permit application for the above items numbered: El Plan Check List
2. Additional items required:
Contractor, designer caner was advised of the above required data by phone, ❑ mail, ❑ Building Division counter, by— Date: _' =28-9
Contractor, designer, was advised of the above required data by Rhone, ❑ mail, 11Building Division counter, by Date: ,
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Plans reviewed by: G 1 S S a n►5 Date: 5 -29 _cj 7 Plans approved by: Date:
Sets of plans on hold in XPlan Cabinet, ❑ A.P. folder. Note transfer by: Date: Ltd
Yellow Copy - Department of Development Services, Building Division.
lly
OWNER -BUILDER ,VERIFICATION .
Attention Property Owner:
An "owner -builder" building permit has been applied for in your name and bearing your signature.
Please complete and'ieturn this information at'your earliest opportunity to avoid unnecessary delay
in processing and issuing your building permit. No building permit will be issued until- this
verification is received: `'' �'' A' - " - }': T.
1. I personally plan Jto provide the ajor labore proposed
materials for construction of th �}d
propertyun ovement : YES NO ❑
2. I HAVE '' HAVE NOT ❑ signed an application for a building permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed construction.
NAME:
ADDRESS: CITY:
PHONE:
CONTRACTOR'S LICENSE NO.
4. I plan to provide portions of this work, but I have hired.the following person to coordinate,
supervise, and provide the major work:
{_
NAME:
R
ADDRESS: CITY•
PHONE: CONTRACTOR'S LICENSE NO.
5. I will provide some of the work but I have contracted (hired) the following persons to provide
the work indicated:
NAME ADDRESS PHONE TYPE OF WORK
SIGNED:
PROPERTYOWNER:
SOCIAL SECURITY
DATE:
NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the
California Health and Safety Code. This verification must be completed and
returned to our office before we are permitted to issue the permit.
OVER
OWNER BUILDER INFORMATION
Dear Property Owner:
O.B.
An application for a building permit has been submitted in your name listing yourself as the builder of property
improvements specified.
For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such
a permit. Building permits are not required to be signed by property owners unless they are personally performing their
own work. If your work is being performed by someone other than yourself, you may protect yourself from possible
liability if that person applies for the proper permit in his or her name.
Contractors are required by law to be licensed and bonded by the State of California and to have•a business
license from the city or county. They are also required by law to put their license number on all permits for.which they
apply.
If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should
be aware of the following information for your benefit and protection:
♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials
and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or
subcontractors, then you may be an employer.
♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are
subject to several obligations including state and federal income tax withholding, federal social security taxes,
workers compensation insurance, disability insurance costs, and unemployment compensation contributions.
♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious
with respect to worker's compensation insurance.
♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and,
if you wish, the U.S. Small Business Administration). For more specific information about your obligations under
State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their
work personally or through their own employees, without a licensed contractor or subcontractor, only under limited
conditions.
A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building
permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building
permits are not required to be signed by property owners unless they are performing their own work personally.
Information about licensed contractors may be obtained by contracting the Contractors State License Board in your
community or at 1020 N Street, Sacramento, CA. 95814.
Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you
are aware of these matters. The building permit will not be issued until the verification is returned.
rely,
Mic el C. Vi ira, C.B.O.
Ma ger, Building Inspection
NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code.
OVER
r 1
HE NTIAL
042-160-007 PERMIT#97-0940
GRISWOLD, Gary & Nancy
' W Sacramento, Chico
Add Cov Porch/SF
slr �Q 7�p
N
JG,B FINALED (Date) .. —
r
'Signature
.1.
V=OK
O = Not OKNot -
•=NotReadylb1e MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
1. Zoning Requirements - Setbacks - Easements
2. Soils; Special MH Support Sketch
3. Sewer, location-Test-Fall-C/"oncrete
4. Water, Location -Test -Easement Needed (Sketch)
S. Electricity; Location-Clearances-Dmd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap; / /'L'tL
/ /Nat or/ /L'ft./ /LPG
7. Well Clearance & Disconnect
8. Utility Clearance
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
Date
1. Zoning Requirements- Setbacks Easements
Date
2. Footings; Size,Spacing-Marriage Line
Date
3. Gas; MH Test-DemandVahe-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
9. Tie Downs -Type -Installation Cert.
10. Exits; Insp.-Sketch
11. Cert of Occupancy
9. Health Department Approval
10. Plumb.; Cir. Test -Vater Supply Test
Date
Card B-1 Date Card B-1
Date
Cana 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-ConnectorsSteel
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs.-Connectors
Shthg: Rfg.-Bracing
5. Alum. Awn.; Columns-Connections-Spiice ecal-Enclosures
6. Carports; Windows -Doors
7. Electric
8. Fnng.; Sils-AnchorsStuds-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
Date
Card B-1 Date Card B-1
Date
Card 8-1 Date Card B-1
Date
POOLS (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-Panelboards-Ins. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Vater Supply Test
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
✓ = OK
O = Not OK
- = Not Applicable
= Not Ready
Date UNDERFLOOR (Plans) OK except #'s
1. Zoning-Setbacks-Easments-FloodSlope
2. Ftg., Main; Soils-Elec. Gmd.-/ C Fig. Depth
3. Ftg. Garage; Soils-Steel-Elec. Gmd/ )Ftg. Depth
4. Ftg. Porches & Decks; Soils -Steel-/ J' Ftg. Depth
5. Stemwalls, Main; Steel-Blockouts-Wrapped
6. Stemwalls, Garage; Steel-Blockouts-Wrapped
6a. Hold Downs and Special Anchors
7. Slab, Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10. OF Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
11. Water Pipe; Test -Anchors -Regulator -Service Test
12. Electric Underground
13. Pienums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies
15. Access & Ventilation
16. Insulation
Date Card B-1 Date Card B-1
Date Card B-1 Date Card E-1
Date PLUMBING (Permit) OK except #'s
17. Water Htr.; Vent -Access -Combustion Air Baffle
18. Water Pipe; Test & Anchor -Nail Protection
19. D.W.V.; Test Fittings & Anchor -Nail Protection
20. Shower Pan; Test, First Floor -Tub Access
21. Test Tub & Shower, Second Floor -Tub Access
22. Gas Pipe; Sixe & Anchors
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date ELECTRICAL (Permit) OK except #'s
23. Fixture & Transformer Clearance -Ins. Protection
24. Elec. Receptacles Spacing -Lights & Switches at Doors
25. Size Boxes & No. of Conductors Stapled
26. Romex Installed Close to Edge of Studs & C.J.
27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water
28. 2 Appliance Circuts in Kitchen & Conductor Size GFI
29. Suhfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga Cu or AI
30. Ranje Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI
Insulated Neutral 0 Yes 0 No
31. Service -Riser Conductors & Ground -Main Disconect
32. Equip. Clearances Panels-Motors-Mech. Epuip.
33. Clothes Closet Light -Shower Light -Spa Light
34. Smoke Detector
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date MECHANICAL (Permit) OK except #'s
35. A.C. Ducts Insulation & Support
36. Vent Fan, Exhaust above insulation
37. Condensate Drain & Overflow, Size & Grade
38. Furnance-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 (Plans) OK except #'s
40. Sits Proper Materials & Anchors
41. Walls Studs -Nailing Spacing & Braces -Plates -Sound
42. Bearing Walls over Girders & Floor Nailing
43. Draft Stop in Walls (rat proof)
44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
45. Headers & Beams -Size & Bearing
RESIDENTIAL (Single & Duplex)
Date
FRAMING (Continued)
46. Hangers -Post Caps -Anchors -Connectors
47.
Cling. Joist-Rttr. Ties-Purlin-roff Brac.-TrussShfing.-Rfng.
48.
Fireplace Ties or Type A Flue -Fireplace Throat clearance
49.
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
50.
Bdrm. Windows or Exiting Doors -Sill HgL & Dimensions
51.
Garage Fire Protection Framing
52. Property Line Firewall & Openings
53.
Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits
64. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
56.
Siding -Nailing Veneer
57.
Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access
58.
Glazing Area -Glass Protection -Skylights -Plastic
59.
Shear Walls; Nailing -Bolts
60.
Brace Wall Panels
61. Insulation -Walls -Ceilings
62.
Infiltration -Walls -Windows
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
63.
Ext Steps -Door & Sidelight Protection -Landings
64.
Smoke Detector
65.
Furnace; Vents -Clearance -Comb, Air-Conector-
In Garage; Above Floor-Ducts-Mech. Protection
66.
Bedroom Exiting
67:
G.F.I. & Bath Fixtures & Tub Access -Spa
68.
Elec. Trim & Subpanel, Breaker Sizes & Labels
69.
Stairs & Rails
70.
Fireplace or Stove, Clearance -Hearth
71.
Elec. Outlets at Wood Panel, Int. & Ext.
72.
Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance
73.
Elec. Outlets & Recepticales at Kit. Counter
74.
Garage Fire Door; Swing -Landing -Closure
75.
A.C. Duct in Garage -Damper
76.
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
In Garage; Above Floor-Mech. Protection
77.
Plb., Elec. & Mech. Equip. Listed for Location
78.
Elec. Receptacles in Garage (G.F.I.)-Romex Protection
79.
Insulation -Foam -Looked in Attic
80.
Guard rails & Deck Construction -Post Caps
81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor 0 Yes
82.
Following Instld./Drive 0 Yes 0 NoANalks Q Yes 0 No/Planters 0 Yes 0 No
83.
Stucco Browne -Finish
84.
A.C. Unit Disconnect, Electrical -Plumbing
85.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
86.
Water Well, Disconnect, Electrical, Plumbing
87.
Exterior Elec. Trim, G.F.I. Receptacle -Underground
88.
Ventilation Throught House
89.
Glass Protection
90.
Corrections from Previous Inspections
91.
Gas Test -Meters Tagged, Gas -Electric
92.
Water & Sewer Connected -C/O to Grade -HD Approval
93.
Energy Compliance Certificate -Other Certificates
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments at Final:
'Pig rz'C"V ppf/?-'5- 0 �J / i 1///) ce/ � o
a �/ FiES TIAL
042-160-007
PE
GRISWOLD, Gary & NancyIT#97-0637 %..
2076 West Sacramento, Chico
Add Livingrm,Kitchen/Diningrm &
Garage/SF
t
OFFICE COPY
Address
• - GAS „!4
Meter By Date
4
ELECTRIC
Meter By Date
r7
OFFICE COPY
Address ��
• i �P -ten 1���
GAS
Meter By Date
ELECTRIC
Meter By Date
JOB FINALED (Date)
Signature
V=OK
0 = Not OK
'=ttRealdyble
NoMOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
t
1. Zoning Requirements - Setbacks - Easements
2. Footings; SoilsSize-DepthSpacing-Connectors-Steel
2. Soils.; Special MH Support Sketch -- -
3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails
3. Sewer, Location -Test -Fall -C/O -Concrete
4. Wood Awn.; Posts-Beams-Rttrs.-Connectors
Shthg: Rfg: Bracing
4. Water, Location -Test -Easement Needed (Sketch)
5. Alum. Awn.; Columins-Connections-Splice-Decal-Enclosures
5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete
6. Carports; Windows -Doors
6. Gas; Location -Test -Wrap; / 112%
/ /Nat. or/ 11 -'ft./ /LPG
7. Electric
7. Well Clearance 8 Disconnect -
8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses
8. Utility Clearance
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except#'s
Card B-1 Date Card B-1
1. Zoning Requirements -Setbacks Easements
Card B-1 Date Card B-1
2. Footings; Sine -Spacing -Marriage Line
POOLS (Plans) OK except #'s
3. Gas; MH Test-DemandVaNe-Connector
1. Setbacks -Easements
4. Electricity; MH Test -Crossovers -Breakers -Clearances
2. Soils; Compaction -Structure Stability
5. Drain; MH Test -Fall -Flex Connector
3. Pool Structure; Steel-Connectlons-Thickness
Dead Men -Lining
6. Water; MH Test -Regulator -Connector
4. Elec.; Receptacles and Lighting, Distance-GFI
7. Water and Sewer Connected -C/0 to Grade -HD Approval
5. Elec.; Pool Lighting; 15 Volts-GFI
8. Gas and Electricity Tagged
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
9. Tie Downs -Type -Installation Cert.
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
10. Exits; Insp.-Sketch
8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg.
Boxes-Enclosures-Panelboards-Ins. to Main in Conduit
11. Cert of Occupancy
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MISCELLANEOUS
Date
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
t
2. Footings; SoilsSize-DepthSpacing-Connectors-Steel
MISCELLANEOUS
Date
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; SoilsSize-DepthSpacing-Connectors-Steel
3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails
4. Wood Awn.; Posts-Beams-Rttrs.-Connectors
Shthg: Rfg: Bracing
5. Alum. Awn.; Columins-Connections-Splice-Decal-Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
POOLS (Plans) OK except #'s
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel-Connectlons-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-Panelboards-Ins. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
No OK RESIDENTIAL (Single & Duplex)
= Not Applicable
= Not Readv
(Plans) OK except #'s
Uloft
yi ( r Ftg. n; Soils-Elec. Gmd.-/ P Ftg. Depth
tg. Garage; Soils-Steel-Elec. Grnd/ PFtg. Depth
4. Ft rches & Decks; Soils -Steel-/ /' Ftg. Depth
85
Ste ain; Steel-Blockouts-Wrapped
36.
Vent Fan, Exhaust above insulation
Stemwalls, Garage; Steel-Blockouts-Wrapped
Drain & Overflow, Size & Grade
6a.
Hold Downs and Special Anchors
3
7.
Slab, Steel -Wrapped
8.
Piers- ' place Ftg: Steel
(J
10.
11.
W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
UF. Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
Water Pipe; Test -Anchors -Regulator -Service Test
__-FRAMING (Plans) OK except #'s
12.
1
E is Underground
Plenums & Ducts; Clearance -Material -Support -Ins.
1
14.
Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
ng Walls over Girders & Floor Nailing
15.
Access & Ventilation
44
16.
Insulation
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card E-1
Date
PLUMBING (Permit) OK except #'s
17.
Water Htr.; Vent -Access -Combustion Air Baffle
lt>Aster
Pipe; Test & Anchor -Nail Protection
; Test Fittings & Anchor -Nail Protection
--TT'Shower Pan; Test, First Floor -Tub Access
"'7T -Test Tu�Shower, Second Floor -Tub Access
Date'5
-Z Z-tt
s Pipe; Sixe & An ors
7 Card B-1U40A Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
.__23. fixtur ransformer Clearance -Ins. Protection
lec Receptacles Spacing -Lights & Switches at Doors
N-lize Boxes & No. of Conductors Stapled
o stalled Close to Edge of Studs & C.J.
Merround made up w/Mech Fastners-Bond as & Water
2 Appliance Circuts in Kitchen & Conductor Size GFI
--e9' Subfeed Wire Size / _ / ga. Cu or AI-A.C. Wire Size /j0 / g Cu r At
--96. Range Circ„J// ga Cu or AI -Oven Circ.j,,-rga Cu or AI
Insulated Neutral 0 Yes fl No
_3L—Service-Riser Conductors & Ground -Main Disconect
-92 f oip. Clearances Panels-Motors-Mech. Epuip.
OT�—Clothes set Light -Shower Light -Spa Light
3 . make Detector
Dat -2Z-91 Card B-1 Date Card B-1
Date Card B-1 Date Card 8-1
Date
MECHANICAL (Permit) OK except #'s
85
.C. Ducts Insulation & Support
36.
Vent Fan, Exhaust above insulation
'j7.�ensate
Drain & Overflow, Size & Grade
urnance-Vent Access -Comb. Air -Return Air Vent 115 outlet
3
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 (Plans) OK except #'s
Sits Proper Materials & Anchors
1
a Studs -Nailing Spacing & Braces -Plates -Sound
4
ng Walls over Girders & Floor Nailing
Draft Stop in Walls (rat proof)
44
Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
5. Headers & Beams -Size & Bearing
Date FRAMING (Continued)
Hangers -Post Caps -Anchors -Connectors
(_V. ling. Joist-Rf r. Ties-Pullin-roff Brac: Truss-Shting: Rfng.
—48rFireplace s or Type A Flue -Fireplace Throat clearance
c Access; Size & Romex Protection -Draft Stop -Ins. Baffles
50 Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
rage Fire Protection Framing
-fie. Proper Line Firewall & Openings
6& -'St. Doors -One 3 -Check Garage 3rd Story, 2 Exits
54 --Stairs; WV - Headroom -Rise -Run -Landing -Fire Protection
ood on Roof OverhangAttic Vents -Rafter Outriggers
Siding -Nailing Veneer
tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
48►619zng Area -Glass Protection -Skylights -Plastic
59. Shear Walls; Nailing -Bolts
60. Brace Wall Panels
61. Insulation -Walls -Ceilings
62. Infiltration-Walls-Windo s
Dat Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date AL (Plans) OK except #'s
4817 Ext Steps -Door & Sidelight Protection -Landings
moke Detector
u -mace; Vents -Clearance -Comb, Air-Conector-
In Gar e; Above Floor-Ducts-Mech. Protection
Bedroom Exiting.
BatlS-Fixtures & Tub Access -Spa
Alec. Trim & Subpanel, Breaker Sizes & Labels
.6 . tairs & Rails
ace or arance-Hearth
7 . ec. Outlets at Wood Panel, Int. & Ext.
at. & Appliance; Ground. -Air Gap -Cooking Clearance
ec. Outlets & Rece ticales at Kit. Counter
7Lag
e Fire Door; Swing -Landing -Closure
Garage -Damper
tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
In Garae' bove Floor-Mech. Protection
, Elec. & Mech. Equip. Listed for Location
7&-E4ee- ffc t n Garage G.F.I. -Romex Protection
u ation-Foam-Looked in Attic
BOr-ekrdfTrSirs-g-OZEMonstrucfion-Post Caps
wl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor 0 Yes
Following Instld./Drive 0 Yesp-Mo Walks 0 Yes fflgo-/Planters 0 Yes 0 No
rown-Finish
C. U ' isconnect, Electrical -Plumbing
nts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
er Well, Disconnect, Electrical, Plumbing
Dior Elec. Trim, G.F.I. Receptacle -Underground
tion Throught House
8 . GI s Protection
C ions from Previous Inspections
G est -Meters Tagged, Gas -Electric
. Water & Sewer Connected -C/O to Grade -HD Approval
Alnergy Compliance Certificate -Other Certificates
Dat Card B-1 - Date Card B-1
Date F Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75419 P MIT NO.
(Rev. 12/96) APPLICATION AND PERMIT -�%
ASSESSOR PARCEL NUMBER '
42-160-007
ZONING
AS
BUILDING PERMIT
71Z1
OWNER
GARY & NANCY GRI WOLD
TELEPHONE
-
SO. FT. OCC. BUILDING VALUATION
OWNER'S MAILING ADDRESS
2546 W SACRAMENTO52+8
308 R
16,632AL
U
9,504
CONTRACTOR'S NAME
UNKNOWN
TELEPHONE
EST
10,000
CONTRACTORS MAIUNG ADDRESS -
CONSTRUCTION LENDER
LENDER'S MAIUNG ADDRESS
Fireplace A
1,500
Total Valuation $
37.140
ARCHITECT OR ENGINEER
LARRY WARNER
LICENSE NO.
C19689
Filing Fee
$ 20.00
Permit Fee
$ 336.50
ARCHITECT OR ENGINEERS MAIUNG ADDRESS
2059 FOREST AVE
Plan Checking Fee
$ 218.70
BUILDING ADDRESS
2076 WEST SACRAMENTO CHICO
Energy Plan Checking Fee
$ 23.00
$
PERMIT FEE
LOT NO.
SUBDIVISION'S NAME
PARCEL MAP
PLUMBING PERMIT
_528.20
Fling Fee 20.00
USEOFSTRUCTURE
SF I$1 Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap
7.00 42.00
Solar or heat pump water heater
23.00
Water piping
15.00 15.0@
Each gas water heater or vent
15.00 15.00
TYPE OF WORK
New ❑ Addition QQ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: AM LTVTNG ROOM KTT .H N TNTNG ROOM,
ADD GARAGE
Gas piping system 1 - 5 outlets
15-00 15.00
Building sewer
15.00
Mobile Home JSJGFw 1
920.00
PERMIT FEE
$ 107.00
ELECTRICAL PERMIT
Fling Fee 20.00
Main Service 200A OR LESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class Lic. No.
OWNER -BUILDER DECLARATION51)
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Main Service ( 200A TO IuooA
46.00
NEW CONST. DWELLING occuP.
OR ADDNS. ( a ACC. SLDs.
so
3.52FT: 29.26
NEW CONST.MULTI-OUTLET
NON-RESID. ANC CU
@7.50
POWER APPARATUS
8 SINGLE OUTLET CIR.
Ex. Occu OUTLET OR FocruREs
�0 @ 1;00
Ex. Occup. ouFTLEE-Drs PpgES D.OEA
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wirina
23.00
PERMIT FEE
$ 49.26
MECHANICAL PERMIT
Fling Fee 20.00
Heating
15.00
Cooling
25.00
Hood
6.50 6.90
Ventilation
9.00
PERMIT FEE
$ 75.50
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply h those provisions.
X � � - Date
' ��- --
Sig turapp' nt - Owner ❑ Contractor ❑ Agent
An OSHA oermlt i required for excavations over 5'0" deep and demolition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee
$
Energy Inspection Fee $ 46.00
occ
R3
CONST. TYPE
VN TOTAL F $ 875.9
HAZ.
D. FEES IMP
_
Flo
COF
_.
PARCEL
y
Po
D 5 E
This permit is hereby issued under
the Butte County Code end/or
in
indicated above for which fees have
By �4,pDate
PERMIT EXPIRES ON.D.S.-B.D.
the applicable provisions
Resolutions to do work
been paid.
6
p a
Defe
rRe7ceipto. �. IO 11
CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
rA
b�
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
E.H. USE ONLY
w• ► Plot Plan AttachedS
Floor Plan Aria d
Sent to B.D. 3 /
6,A eY (t/4/AA)6Y 621J'W040 20% 6, GU• Ave -02-166-60-7'
Owner Location AP#
Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well
Clearance for dwelling. Other�o�%l���;��ti
Hold final for:
Final clearance O.K. for:
NOTE:
Environf6e-nta44iealth Specialist
8/96
Date
-.... «w.,_w.r.:.- � .,;;. .,,, ..� w •-�.:..-...'-^ti:«-f ;w-*+..�r�... ^..:.:M..... _syn...b,.....^��:r�tu��....-+rte......-.-.....• ...........+'-�G._.... .......... - ... . �
COUN.TY�.,OF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION
7COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541
OWNER C.A4{
Proposed Building Use
PERMIT APPLICATION DATA SHEET
/4ie.-jc y G2 I'S wJ �-
Building Inspector
A. P
L
No. 141Z-/6 o- �D_7
Date 'A/ `!
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
DATE RECEIVED BY
1. All items have been submitted . ....................................... .
2. Plot plans, 3/4 sets, signed by preparer of plans . ..........................
3. Complete plans; 3/4 sets, signed by preparer of plans . ..................... .
4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . .............
5. Hazardous Material Form . ............................................
6. Energy Design Compliance and supporting documentation . ..................
7. Statement of Intent for Non -Heated and A/C Buildings. ..................... .
8. Engineered truss details and layout in duplicate (requirbd prior to plan check). ... .
9. Mobilehome data and manufacturer's- installation instructions, 2 sets. ...........
.0 . Fees of $ . ................. .
Scrams (.. bmf .............. .
11. Impact fees as shown on attached schedule . ........... ....�1 ............
VUSanitation
fornia Department of Forestry plan approval/fees. ....................... .
d elevation letter (100 year flood) by gal�rnia Engineer. .. ............ .
and plot plan approval Health Department . ............
15. City of Chico plumbing permit . .........................................
16. Plot plan and -business license approval from City of Biggs/Gridley. .............
17. Planning approval for (A) Use: (B) Parking: . .........
18. Contact Land Development about (A) Improvements (B) Drainage. .......... .
19. Driveway permit (construction approval required prior to occupancy). .. .. .. .
20. Pre -inspection for . 1,1nspec'on request
required. . . to Building Inspector (Date)
21. Contractor's license information. (No., Name Style, Classification) . ..............
22. Certificate of Workmans Compensation Insurance . ..........................
23. Owner -Builder Verification (Given to owner , Mail to owner ) ............
24. Recorded copy of Agricultural Acknowledgement Statement . ..................
25. Letter of signature authorization . ........................................
26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... .
27. Letter of intent on building use . ........................................ .
28. Mobilehome utility clearance . ......................................... .
29. Documentation of legal access . ..................... :.............
......
30. Documentation of 50% subdivision developed or (A) Road improvements completed
and (B) Parcel meets zoning area and frontage requirements . .............. .
31. Existing violations/expired permits . ......................................
32. Plan check list . .....................................................
33.
34.
When�y Telephonesa the i0t„pro ess as follows: Mail t� oyvy �e Mail to contractor.
1/7JJ 7 and hold for pickup at L/�/ office. Deliver with inspector.
Other
Parcel Creation�
Acreage Applicant Date
Copy of Haz-Mat form sent Health Dept. Fire Dept. Alk Pollution Date '
Copy of plans sent Health Dept. Fire Dept. Other Date By -
The following data must be submitted prioto a is e: (Circle new item not checked above).
1. Index permit for above items No.
2. Additional items required:
Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date
Contractor, designer, owner, was advised of above required data by _ phone _ mailounter by _ Date
Plans checked by Date Plans approved by�-
Sets of plans on hold in File cabinet AP folder
Copy - Department of Public Works
APR -08-97 TUE 10:57 AEC GROUP
916-4-8924-0393 ._, P.03
Multi Loaded Bumf r,1 UBC (86 NOS) t Ver. V4000034
By: Lorty J. Warner, f HL, ArchitW.
s on: 04-07-1997
Prcnuut. g670320 - Location: EFG-1 EXISTING FLOOR•GIRDER
Summary:
3.50 IN x 5.50 IN x 4.0 FT J #2 - DOUGLAS FIR -LARCH - Dry Use
Section Adequate By: 7.50A Controlling Factor: Area
Deflections:
Dead Load:
DLD=
Live Load:
LLD=
Total Load:
TLD=
End Reactions(Left Side):
Live Load:
RLI=
Dead Load:
R01=
Total Load:
RTI=
End Reactions(Right Side):
Live toad:
RL2=
Dead Load:
R02=
Total Load:
RT2=
Bearing Length Rogd.(Left) :
BLI=
Bearing Length Regd.(Right):
13L2=
Beam Data:
Span:
L=
Maximum Unbraced Span:
Lu=
Live Load Duration Factor:
Cd=
Live Load Deflect_ Criteria:
L/
Total Load Deflect. Criteria:
L/
Uniform Load:
Live Load:
wL=
Dead Load:
wD=
Beam Self Weight:
BSW=
Total Load:
WT=
Properties For. #2- DOUGLAS FIR -LARCH
Bending Stress:
Fl>
Shear Stress:
Fv=
Modulus of Elasticity:
E=
Stress Perpendicular to Grain:
Fc�erp=
Adjusted Propartiwa-
Slenderness Fb':
Cs Fb' =
Size Factor Fb' :
Cf Fb'=
Beam Length Classification:
Short Beam
Controlling Duration Factor.
Cd=
Design Requirements:
Maximum Moment:
M=
2.0 FT From Left Support
Shear IQ d from beam end):
Comparisons With Required Sections:
V=
Section Modulus:
Sreq=
Area:
S=Areq=
Moment of Inertia:
A=
Ireq=
1=
0.03 IN
0.02 IN = L/2046
0.05 IN = U934
672 LB
799 LB
1471 LS
672 LB
799 1.8
1471 LB
0.87 IN
0.6/ IN
4.0 FT
0.0 FT
1.00
360
240
336 PLF
395 PLF
5 PLF
736 PLF
1250 PSI
95 PSI
1700000 PSI
625 PSI
1250 PSI
1250 PSI
1.00
1471 FT -LB
1134. LB
14.2 IN3
17.6 IN3
10.0 IN2
19.2 IN2
12.5 IN4
48.5 IN4
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldt -Road, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916);538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE
OWNER a PER
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify 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.
V�
l '
f
Date Inspector
REV 10/92
R COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES'
1469 Humboldt Road. Chico. CA - 19161 891-2751
k • 7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE
SruyGIJ Cid —667
PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify 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 immediatel .
Date (O —. (o -1�1 Inspector
REV 10/92
COUNTY OF BUTTE
BUILDING DIVISION
• DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE
✓Y
��iSGtJUL� cI'7-OG 37
OWNER PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify 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.
-z -
%"cv, wY 15t)6 -(,r n .,L, % w v
ti GJn CW
0
►'v2n6�cr� _ •
J
11r
Date �� Inspector
REV 10192
ENERGY INSTALLATION CERTIFICATE ,
Building Owner ��y/ r•
�iP/,S%�%�L.%� Building Permit
Building Location%�5� S//E'A��/�.� ./%, 6%7I ZOO 6v--
DESCRI-PTION OF INSULATION
ROOF „�
Mate =a1 rand Name
Thickness(inches) D ! The=al Resistance (R -Value)
E 7 IOR WALL
Material Brand Name_%jUS
Thickness(incaes) The. -mal Resistance(R Value),rr
CEILING /�
Batt or Blanket Type f�/. S'
Thickness (inches.)
Loose Fill Type
Mini= Thickness(Indies)
Area covered( -t. )
FLOOR, ELEVATM
Material
Thickness (inches),
FLOOR, SLAB
Material ,NA
Thickness (inches)
Width(inches)
FOUNDATION WALL
Material &1Ve/PC7
Thickness(inches)
Is
Brand Name ' tWWS
Thermal Res'stance(R Value)_dZF R44
Brand Name .
Number of Bags Wt. per bag Ib.
Thermal Resistance(R Value)
Brand Name S " -
Thermal Resistance(R Value)
Brand Name
Thermal/Resistance(R Value)
Brand Name
Thermal Resistance(R Value)
I hereby certify that the above insula tion was installed in the above building,
is consistent with. approved building department -plans--and attachments -and• con-
fo s w require nts of Cha ter 2-53 of State of Calif rnia Energy Requiremen
AIL/ STATE CONT OR'S LICENSE NO.
4EZ2221
-SIGNATURE OF ON APPLICATOR --- DATE
I hereby certify the required features, devices, and equipment, ab shown on the approved
Building Department plans and attachments have been installed and.conform to the appli-
ance standards and Chapter 2-53 of the State of California Energy .equirements.
(FIRMOVA
(Please Print)
HVAC FIRM/NAME/OWNER (Please Print)
Z�11
STATE NTRACTOR'S LICENSE NO.
DATE
STATE CONTRACTOR'S LICENSE NO.
SIGNATURE OF HVAC CONTRACTOR/OWNER. DATE
THIS CERTIFICATE rTUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION
APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING.
SEPTEMBER 1988
APR -08-97 TUE 10:56 AEC GROUP
916+892+0393 P.02
Multi -Loaded Bearllf 91 UDC (W NOS) 1 VPr. V4uo0034
J. Warner. PI IL. Architects on 04 0/-7997
PmlPct..4670320 - Location: �f-Cr1A EXISTING FL(X)k GIRDER
Summary: ALT. FOR X8
3.50 IN x 7.25 IN x 5.25 FT I #2- DOUGLAS FIR -LARCH - Dry Use
Section Adequate By: 7.9% Controlling Factor. Area
Deflections:
Dead Load:
Live Load:
DLD=
0.04
IN
Total Load
LLD=
0.03
IN = L/2073
End Reactions(Left Side):
TLD=
0.07
IN = U945
Live Load:
Dead Load:
RL1=
882
LB
Total Load:
RD1=
1053
LB
Gnd Reactlons(Right Side):
RT1=
1935
LB
Live Load:
Dead Lead:
RL2=
882
LB
Total Load :
R02=
1053
LB
Bearinq Length Regd.(Left) :
RT2=
1935
LB
Bearing Length Regd.(Right):
BL1=
0.88
IN
Beam Data:
BL2=
0.88
IN
Span:
Maximum Unbraced Span:
L=
5.25
FT
Live Load Duration Factor.
Lu=
Cd=
0.0
1.00
FT
Live Load Deflect. Criteria:
U
300
Total Load Deflect. Criteria:
U
240
Uniform Load:
Live Load:
Dead Load:
wL=
336
PLF
Beam Self Weight:
D=
BS wD=
5
395
PLF
PLF
Total Load:
Properties For. #2- DOUGLAS FIR -LARCH
WT=
737
PLF
Dendlna Stress:
Shear Stress:
Fb=
1250
PSI
Modulus of Elasticity:
Fv=
95
PSI
Stress Perpendicular to Crain:
E=
1700000
psi
Adjusted f foDerties:
Fc _perp=
t325
PSI
Slenderness FU':
Size Factor Fb' :
Cs Fb' =
1250
PSI
Beam Length Classification:
Cf Fb'=
1250
PSI
Controltinq Duration Factor.
Short Beam
Design Requirements:
Cd=
1.00
Maximum Moment:
2.625 FT From Left Support
M=
2540
FT -LB
Shear (Q d from beam end):
Comparisons With Required Sections:
V=
1490
LB
Section Modulus:
Sreq=
24.4
IN3
Area:
S=
30.6
IN3
Area=
23.6
IN2
Moment of Inertia:
A=
25.3
IN2
Ireq=
28.3
IN4
I=
111.1
IN4
.-- N
RESIDENTIAL PLAN CHECKING GUIDE
SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY
OWNER: BUIL DINGPERNUTNUMBER:
PLAN CHECKER: i A. P. NUMBER:
Zoning requirements: (side yards and number of permitted living units).
Valuation.
Plans signed by designer.
Proper description of work on application.
Existing violations on property.
Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.).
Recorded notice of violation.
PLOT PLAN:
Complete parcel size and dimensions.
Setbacks, side yards, easements, etc.
Other buildings or structures.
Grading, fills and/or drainage.
Flood hazard.
Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.).
F.A.U. & F.A.S. road setback.
Building or utilities across lot lines (Record form).
Complete to scale plan with dimensions.
Required windows for light and ventilation (Section 1203).
Required windows for second exit (Section 310.4).
Skylights (Section 2409 & 2603.7).
Glazing in Hazardous Locations (Section 2406).
Required room sizes, ceiling heights (Section 310.6).
G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210).
Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment.
Location of water heaters, heating and cooling equipment, other electrical or gas equipment.
Garage firewall, door size and closer (Section 302.4).
Minimum of one 3'0" exterior door (Section 1004.6).
Fireplace and wood stove location, alcoves and clearance.
Smoke detectors (Section 310.9.1).
Plumbing fixtures, water closet clearances and shower size.
Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4).
Standard bracing or engineered design (Section 2326.11.3).
Clerestory requiring balloon framing and/or engineering.
Three story building requiring engineered calculations and plans.
Foundation plan complete enough to construct building.
Floor construction details complete enough to construct building.
Elevations and wall construction details complete enough to construct building.
Roof construction details complete enough to construct building.
Rafter ties or bearing ridge beam.
Fireplace construction details and ca1c. if necessary.
Garage door and/or porch header sizes.
Stud heights.
Adobe soils - special foundation design.
Retaining walls requiring design.
Special Inspection requirements.
Header size.
Sheetrock nailing inspection required?
July 1996
3.2
Stairway details: landings, rise and run, head clearance, handrails (Section 1006).
Guardrail details (Section 509).
Brick or stone veneer (Section 1403).
Exterior plaster - weep screeds (Section 2506).
'Proper roof pitch for roof covering (Section 1501).
Roof covering type - (fire hazard).
Foam insulation - protection.
36' halls and stairways.
Living area over garage - complete I -hour separation required on garage side including supporting walls and posts.
Two exits on three - story dwellings (Section 1003).
Underfloor access and ventilation (Section 2317.7).
Attic access and ventilation (Section 1505).
Combustion air for fuel burning appliances - L.P.G. requirements.
Noise requirements on duplexes.
design.
Flashing at all exterior openings.
C.D.F. responsible area requirements.
7
OCG S j�p elf L -
July 1996
3.3
-i{^�yY�.`..�.`�.'i�..'►r1'Fi'Pr`ir^�t�y.wi "I[Ti'P'R�"n'�"
School District
A.P. Number
Property Owner
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One form per Building)
4
Building Department No.
40 ' 00 Jurisdiction: City
County
Property Location/Address 4+07 6 We
Subdivision t Lot No.
Residential Development,
No of Living Mobile Home
Units Installation
Commercial/Industrial
New
Buildin3Xepartment R
Sq. Footage .� (D T
Addition (Group R)
Addition
crioor runs reviewea oy scnooi uistnct rersonneo
District Identification No. A
Sq. Footage
miumumy cmurtur
Roofed Areas)
Da
i, l r l School District certifies that
(Applicant)
oC U I �Q l Y2, 0 4-r+-
(Street Address) (Phone Number)
(City) (State) (Zip Code)
has complied with the requirements of Resolution No.
representing 3off square feet.
7- �� by payment of $
DULL MITIGATION $ II
School District Representative
Paid by Check # Remarks:
Date
Is
Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with
Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the Imposition of the fees in any 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 (CEQA),
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 (2/97)dmm
LIMITED
STRUCTURAL
CALCULATIONS
FOR
SINGLE FAMILY
RESIDENCE ADDITION
FOR
GARY & NANCY GRISWOLD
JOB SITE
APN :oda- /�Po - aa�.
2076 W. SACRAMENTO, CA
CHICO, CA
P11L
ARCHITECTURE + PLANNING + ENGINEERING
Larry J. Warner AIA, ARCHITECT
2059 FOREST AVE., SUITE 6
CHICO, CALIFORNIA 95928
916-892-8008
PROJECT: Single Familv Residence Addition PROD. No. gri70320
LOCATION: 2076 w. Sacramento Ave, Chico, CA DATE: 3/31/97
BY: LJW PAGE 1—OF
CODES: Uniform building code, 1994 Edition
AISC, Manual of steel construction, 9th Edition
ACI, Manual of Concrete Practice, 1988 Edition
AITC, Timber Construction Manual
MATERIAL: Concrete: f c = 2,500 psi min. @ 28 days
Masonry: f c =
1500 psi
Mortor:
f c = 1800 psi, Type "S"
Grout:
f c = 2500 psi @ 28 days
Steel Reinforcing:
ASTM A-615 Grade 40 for #4 or smaller
ASTM A-615 Grade 50 for #5 or larger
Structural Steel:
ASTM A-36
Steel Pipe:
ASTM A53 Grade B
Steel Tubing:
ASTM A500 Grade A or B
Machine Bolts:
ASTM A307 Grade A
Anchor Bolts:
ASTM A307 Grade A, unfinished
Wood Connectors:
Simpson Strong -Tie or equal
Wood:
Light Framing: Const. Grade Douglas Fir
Struct. Lt Framing, Joists & Planks: Doug, Fir No. 2
Beams & Stringers, Posts & Timbers: Doug Fir No. 1
Plywood: A.P.A. Rated sheathing, Grade CD, UBC Std.25-9
Glue -Lam Timber: ANSI / AITC A190.1-1983
Simple Spans: 24F -V4 Combination
Cantilevers: 24F -V8 Combination
LOADS: Roof Live Load: 20 psf Non -Snow Floor Live Load: 40 psf
Seismic Zone: 3 Wind Speed: 75 mph
Exposure: C Method 2 used unless noted otherwise.
Allowed Soil Bearing: 1,500 psf
NOTE: Any structural or non-structural items that are not specifically addressed in
the following calculations and or details are designed by others and are not the
responsibility of PHL, Larry J. Warner AIA, Architect. Verification of the soil conditions
at the project site to determine the expansive or bearing capacity is by others.
PHL, Larry J. WarnerAIA, Architect, 2059 Forest Ave., Suite 6, Chico, CA 95926, 916-892-8008
Roof Rafterf 94 UBC (91 NDS) ) Ver. V4000034
Bv: Larry J. Warner, PHL, Architects
on: 04-01-1997
Prosect: 070320 - Location: RFTR-1 TYP HOUSE ROOF RFTR
/
Summary:
1.50 IN x 5.50 IN x 12.0 FT (Actual 13.0 FT) d,) 24.00 O.C. / #2 - DOUGLAS FIR -LARCH -
Dry Use
Section Adequate By: 46.0% Controlling Factor: Section Modulus
Deflections:
Dead Load:
DLD=
0.16
IN
Live Load:
LLD=
0.23
IN = U566
Total Load:
TLD=
0.39
IN = U338
Rafter End Loads and Reactions:
LOADS:
RXNS:
Upper Live Load:
71 PLF
142 LB
Upper Dead Load:
48 PLF
96 LB
Upper Total Load:
119 PLF
238 LB
Lower Live Load:
106 PLF
213 LB
Lower Dead Load:
72 PLF
144 LB
Lower Total Load:
178 PLF
357 LB
Upper Equiv. Tributary Width:
UTWeq=
5.417
FT
Lower Equiv. Tributary Width:
LTWeq=
7.8
FT
Rafter Data:
Interior Span:
L=
10.0
FT
Cantilever Span:
CS1=
2.0
FT
Live Load Deflect. Criteria:
U
240
Total Load Deflect. Criteria:
U
180
Rafter Spacing:
SPC=
24.00
IN O.C.
Rafter Loads:
Roof Live Load:
LL=
16
PSF
Roof Dead Load:
DL=
10
PSF
Rafter Pitch:
RP=
5.00
: 12
Rafter Unbraced Lenqth:
Lu=
0.0
FT
Roof Duration Factor:
Cd=
1.15
Slope Adjusted Spans And Loads:
Interior Span:
Ladi=
10.8
FT
Cantilever Span:
CS1adi=
2.2
FT
Rafter Live Load:
wL=
27
PLF
Roof Loaded Area:
RLA=
22
SF
Roof Live Load Method: 1
Rafter Dead Load:
wD=
18
PLF
Rafter Total Load:
WT=
46
PLF
Properties For: #2- DOUGLAS FIR -LARCH
Bendinq Stress:
Fb=
875
PSI
Shear Stress:
Fv=
95
PSI
Modulus of Elasticity:
E=
1600000
PSI
Stress Perpendicular to Grain:
Fc_perp=
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
1504
PSI
Adjustment Factors: Cd=1.15 Cf=1.30 Cr=1.15
Fv':
Fv'=
109
PSI
Adiustment Factors: Cd=1:15
Design Requirements:
Maximum Moment(Interior Span):
Mcent=
649
FT -LB
At Location(From Upper Support):
X=
5.329
FT
Moment At Cantilever:
Mcant=
107
FT -LB
Maximum Shear:
Vmax=
258
LB
Shear At Peak:
Vpeak=
244
LB
Required Cantilever Depth:
D(cant)=
1.85
IN
Comparisons With Required Sections'
Section Modulus:
Sreq=
5.2
IN3
S=
7.5
IN3
Area:
Areq=
3.6
IN2
A=
8.2
IN2
Moment of Inertia:
Ireq=
11.1
IN4
1=
20.7
IN4
Roof Rafter( 94 UBC (91 NDS) I Ver. V4000034
By: Larry J. Warner, PHL, Architects on:
04-01-1997
Protect: gri70320 - Location: RFTR-2 TYP HOUSE ROOF RFTR
Summary:
1.50 IN x 5.50 IN x 4.75 FT (Actual 5.146 FT) (5 24.00 O.C. / #2 - DOUGLAS FIR -LARCH
- Dry Use
Section Adequate By: 410.7% Controlling Factor: Area
Deflections:
Dead Load:
DLD=
0.01
IN
Live Load:
LLD=
0.01
IN = U4777
Total Load:
TLD=
0.02
IN = U2848
Rafter End Loads and Reactions:
LOADS:
RXNS:
Upper Live Load.-
35 PLF
70 LB
Upper Dead Load:
24 PLF
48 LB
Upper Total Load:
59 PLF
118 LB
Lower Live Load:
35 PLF
70 LB
Lower Dead Load:
24 PLF
48 LB
Lower Total Load:
59 PLF
118 LB
Upper Equiv. Tributary Width:
UTWeq=
2.573
FT
Lower Equiv. Tributary Width:
LTWeq=
2.573
FT
Rafter Data:
Interior Span:
L=
4.75
FT
Cantilever Span:
CS1=
0.0
FT
Live Load Deflect. Criteria:
U
240
Total Load Deflect. Criteria:
U
180
Rafter Spacing:
SPC=
24.00
IN O.C.
Rafter Loads:
Roof Live Load:
LL=
16
PSF
Roof Dead Load:
DL=
10
PSF
Rafter Pitch:
RP=
5.00
: 12
Rafter Unbraced Lenqth:
Lu=
0.0
FT
Roof Duration Factor:
Cd=
1.15
Slope Adjusted Spans And Loads:
Interior Span:
Ladi=
5.1
FT
Cantilever Span:
CS1adi=
0.0
FT
Rafter Live Load:
wL=
27
PLF
Roof Loaded Area:
RLA=
10
SF
Roof Live Load Method: 1
Rafter Dead Load:
wD=
18
PLF
Rafter Total Load:
WT=
46
PLF
Properties For: #2- DOUGLAS FIR -LARCH
Bendinq Stress:
Fb=
875
PSI
Shear Stress:
Fv=
95
PSI
Modulus of Elasticity:
E=
1600000
PSI
Stress Perpendicular to Grain:
Fc_perp=
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
1504
PSI
Adjustment Factors: Cd=1.15 Cf=1.30 Cr=1.15
Fv':
Fv'=
109
PSI
Adiustment Factors: Cd=1.15
Design Requirements:
Maximum Moment(Interior Span):
Mcent=
151
FT -LB
At Location(From Upper Support):
X=
2.573
FT
Moment At Cantilever:
Mcant=
0
FT -LB
Maximum Shear: '
Vmax=
118
LB
Shear At Peak:
Vpeak=
118
LB
Required Cantilever Depth:
D(cant)=
0.00
IN
Comparisons With Required Sections:
Section Modulus:
Sreq=
1.3
IN3
S=
7.5
IN3
Area:
Areq=
1.7
IN2
A=
8.2
IN2
Moment of Inertia:
Ireq=
1.4
IN4
1=
20.7
IN4
Roof Rafter] 94 UBC (91 NDS) ) Ver. V4000034
985
Bv: Larry J. Warner, PHL, Architects on:
04-01-1997
6.564
Proiect: gri70320 - Location: RFTR-3 TYP GARAGE ROOF RFTR
Mcant=
107
Summary:
Vmax=
312
1.50 IN x 5.50 IN x 14.25 FT (Actual 15.438 FT) (d) 24.00 O.C. / #1 - DOUGLAS FIR -LARCH
- Dry Use
Section Adequate By: 4.7% Controlling Factor: Moment of Inertia
LB
D(cant)=
Deflections:
IN
Sreq=
Dead Load:
DLD=
0.34
Live Load:
LLD=
0.50
Total Load:
TLD=
0.84
Rafter End Loads and Reactions:
LOADS:
RXNS:
Upper Live Load:
88 PLF
176 LB
Upper Dead Load:
60 PLF
119 LB
Upper Total Load:
148 PLF
295 LB
Lower Live Load:
122 PLF
245 LB
Lower Dead Load:
83 PLF
166 LB
Lower Total Load:
205 PLF
411 LB
Upper Equiv. Tributary Width:
UTWeq=
6.635
Lower Equiv. Tributary Width:
LTWeq=
8.979
Rafter Data:
Interior Span:
L=
12.25
Cantilever Span:
CS1=
2.0
Live Load Deflect. Criteria:
U
240
Total Load Deflect. Criteria:
U
180
Rafter Spacing:
SPC=
24.00
Rafter Loads:
Roof Live Load:
LL=
16
Roof Dead Load:
DL=
10
Rafter Pitch:
RP=
5.00
Rafter Unbraced Lenqth:
Lu=
0.0
Roof Duration Factor:
Cd=
1.15
Slope Adjusted Spans And Loads:
Interior Span:
Ladi=
13.3
Cantilever Span:
CS1adi=
2.2
Rafter Live Load:
wL=
27
Roof Loaded Area:
RLA=
27
Roof Live Load Method: 1
Rafter Dead Load:
wD=
18
Rafter Total Load:
WT=
46
Properties For: #1- DOUGLAS FIR -LARCH
Bendinq Stress:
Fb=
1000
Shear Stress:
Fv=
95
Modulus of Elasticity:
E=
1700000
Stress Perpendicular to Grain:
Fc_perp=
625
Adjusted Properties
Fb' (Tension):
Fb'=
1719
Adjustment Factors: Cd=1.15 Cf=1.30 Cr -1.15
Fv':
Fv'=
109
Adiustment Factors: Cd=1.15
Design Requirements:
Maximum Moment(Interior Span):
At Location(From Upper Support):
Moment At Cantilever:
Maximum Shear:
Shear At Peak:
Required Cantilever Depth:
Comparisons With Required Sections: .
Section Modulus:
Area:
Moment of Inertia:
IN
IN = U316
IN = U188
FT
FT
FT
FT
Mix91
PSF
PSF
: 12
FT
FT
FT
PLF
SF
PLF
PLF
PSI
PSI
PSI
PSI
PSI
PSI
Mcent=
985
FT -LB
X=
6.564
FT
Mcant=
107
FT -LB
Vmax=
312
LB
Vpeak=
300
LB
D(cant)=
1.73
IN
Sreq=
6.9
IN3
S=
7.5
IN3
Areq=
4.3
IN2
A=
8.2
IN2
Ireq=
19.9
IN4
1=
20.7
IN4
Roof Beam[ 94 UBC (91 NDS) ) Ver. V4000034
By: Larry J. Warner, PHL, Architects
on: 04-01-1997
Project: 070320 - Location: CJ -1 TYP CLG JOIST NEW ADDITION
Summary:
/
1.50 IN x 5.50 IN x 14.25 FT / #2 - DOUGLAS FIR -LARCH - Dry Use
Section Adequate By: 1.5% Controlling Factor: Section Modulus
Deflections:
Dead Load:
DLD=
0.33
IN
Live Load:
LLD=
0.56
IN = U307
Total Load:
TLD=
0.89
IN = U192
Reactions (Each End):
Live Load:
RL=
143
LB
Dead Load:
RD=
86
LB
Total Load:
RT=
228
LB
Bearing Length Reqd.:
BL=
0.24
IN
Beam Data:
Span:
L=
14.25
FT
Maximum Unbraced Span:
Lu=
0.0
FT
Pitch Of Roof:
RP=
0.00
: 12
Live Load Deflect. Criteria:
U
240
Total Load Deflect. Criteria:
U
180
Beam Loadinq:
Live Load:
LL=
10
PSF
Side One: Roof Dead Load:
DL1=
5
PSF
Roof Rafter Tributary Width:
TW1=
1.0
FT
Side Two: Roof Dead Load:
DL2=
5
PSF
Roof Rafter Tributary Width:
TW2=
1.0
FT
Roof Duration Factor:
Cd=
1.15
Slope Adjusted Lenqths and Loads:
Adjusted Beam Lenqth:
Ladi=
14.25
FT
Beam Live Load W/ Slope Red'n:
wL=
20
PLF
Beam Self Weiqht:
BSW=
2
PLF
Beam Total Dead Load:
wD=
12
PLF
Total Maximum Load:
WT=
32
PLF
Controllinq Total Desiqn Load:
wTcont=
32
PLF
Properties For: #2- DOUGLAS FIR -LARCH
Bendinq Stress:
Fb=
875
PSI
Shear Stress:
Fv=
95
PSI
Modulus of Elasticity:
E=
1600000
PSI
Stress Perpendicular to Grain:
Fc_perp=
625
PSI
Adjusted Properties:
Fb' (Tension):
Fb'=
1308
PSI
Adjustment Factors: Cd=1.15 Cf=1.30
Fv':
Fv'=
109
PSI
Adjustment Factors: Cd=1.15
Design Requirements:
Maximum Moment:
M=
812
FT -LB
Shear Nn d from beam end):
V=
213
LB
Comparisons With Required Sections:
Section Modulus:
Sreq=
7.5
IN3
S=
7.5
IN3
Area:
Areq=
3.0
IN2
A=
8.2
IN2
Moment of Inertia:
Ireq=
19.6
IN4
1=
20.7
IN4
Multi -Loaded Beam[ 94 UBC (91 NDS) ) Ver. V4000034
BV: Larry J. Warner, PHL, Architects on:
04-01-1997
Proiect: gri70320 - Location: BM -1 CLG/ROOF BEAM FOR PURLIN
/
Summary:
3.50 IN x 11.25 IN x 8.0 FT / #2 -DOUGLAS FIR -LARCH -Dry Use
Section Adequate By: 2.6% Controlling .Factor: Section Modulus
Deflections:
Dead Load:
DLD=
0.04
IN
Live Load:
LLD=
0.06
IN = U1632
Total Load:
TLD=
0.10
IN = U959
End Reactions(Left Side):
Live Load:
RL1=
1696
LB
Dead Load:
RD1=
1190
LB
Total Load:
RT1=
2886
LB
End Reactions(Right Side):
Live Load:
RL2=
1696
LB
Dead Load:
RD2=
1190
LB
Total Load:
RT2=
2886
LB
Bearinq Lenqth Regd.(Left) :
BL1=
1.32
IN
Bearing Length Regd.(Right):
BL2=
1.32
IN
Beam Data:
Span:
L=
_
8.0
FT
Maximum Unbraced Span:
Lu=
0.0
FT
Live Load Duration Factor:
Cd=
1.00
Live Load Deflect. Criteria:
U
360
Total Load Deflect. Criteria:
U
240
Uniform Load:
Live Load:
wL=
424
PLF'
Dead Load:
wD=
288
PLF
Beam Self Weight:
BSW=
10
PLF
Total Load:
WT=
722
PLF
Properties For: #2- DOUGLAS FIR -LARCH
Bendinq Stress:
Fb=
875
PSI
Shear Stress:
Fv=
95
PSI
Modulus of Elpsticity:
E=
1600000
PSI
Stress Perpendicular to Grain:
Fc_perp=
625
PSI
Adjusted Properties:
Fb' (Tension):
Fb'=
963
PSI
Adjustment Factors: Cd=1.00 Cf=1.10
Fv':
Fv'=
95
PSI
Adiustment Factors: Cd=1.00
Design Requirements:
Maximum Moment:
M=
5773
FT -LB
4.0 FT From Left Support
Shear (0) d from beam end):
V=
2210
LB
Comparisons With Required Sections:
Section Modulus:
Sreq=
72.0
IN3
S=
73.8
IN3
Area:
Areq=
34.9
IN2
A=
39.3
IN2
Moment of inertia:
Ireq=
104.0
iN4
1=
415.2
IN4
Uniformly Loaded Floor Beam[ 94 UBC (91 NDS)) Ver. V4000034
By: Larry J. Warner, PHL, Architects on:
04-01-1997
Proiect: 070320 - Location: FG -1 TYP FLOOR GIRDER
Summary:
3.50 IN x 3.50 IN x 5.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use
Section Adequate By: 23.2% Controlling Factor: Section Modulus
Deflections:
Dead Load:
DLD=
• 0.03
IN
Live Load:
LLD=
0.11
IN = U534
Total Load:
TLD=
0.14
IN = U421
Reactions (Each End):
Live Load:
RL=
400
LB
Dead Load:
RD=
107
LB
Total Load:
RT=
507
LB
Bearing Length Regd..
BL=
0.23
IN
Beam Data:
Span:
L=
5.0
FT
Maximum Unbraced Span:
Lu=
0.0
FT
Live Load Deflect. Criteria:
U
360
Total Load Deflect. Criteria:
U
240
Floor Loadinq:
Floor Dead Load:
DL=
10
PSF
Side One: Floor Live Load:
LL1=
40
PSF
Tributary Load Span(Side One):
TW1=
2.0
FT
Side Two: Floor Live Load:
LL2=
40
PSF
Tributary Load Span(Side Two):
TW2=
2.0
FT
Live Load Duration Factor:
Cd=
1.00
Wall Load:
WALL=
0
PLF
Average Uniform Live Load:
LLave=
40
PSF
Beam Loadinq:
Beam Total Live Load:
wL=
160
PLF
Beam Self Weiqht:
BSW=
3
PLF
Beam Total Dead Load:
wD=
43
PLF
Total Maximum Load:
WT=
203
PLF
Controllinq Total Desiqn Load:
wTcont=
203
PLF
Properties For: #2- DOUGLAS FIR -LARCH
Bendinq Stress:
Fb=
875
PSI
Shear Stress:
Fv=
95
PSI
Modulus of Elasticity:
E= 1600000
PSI
Stress Perpendicular to Grain:
Fc_perp=
625
PSI
Adjusted Properties:
Fb' (Tension):
Fb'=
1313
PSI
Adjustment Factors: Cd=1.00 Cf=1.50
Fv':
Fv'=
95
PSI
Adiustment Factors: Cd=1.00
Design Requirements:
Maximum Moment:
M=
634
FT -LB
Shear (0) d from beam end):
V=
448
LB
Comparisons With Required Sections:
Section Modulus:
Sreq=
5.8
IN3
S=
7.1
IN3
Area:
Areq=
7.1
IN2
A=
12.2
IN2
Moment of Inertia:
Ireq=
8.5
IN4
1=
12.5
IN4
11
Square Footinq Desiqn f 94 UBC (91 NDS) 1 Ver. V4000034
By: Larry J. Warner, PHL, 9,rEhitects on:
04-01-1997
Project: gri70320 - Location: FTG -1 TYP. GIRDER FTG
Summary:
Size: 1.0 FT x 1.0 FT x 12.00 IN
* Footing has been designed without reinforcement.
Footing Loads:
Live Load:
PL=
400
LB
Dead Load:
PD=
107
LB
Total Load:
PT=
507
LB
Ultimate factored load:
Pu=
830
LB
Footing Properties:
Allowable soil bearinq pressure:
Qs=
1500
PSF
Effective soil bearinq pressure:
Qe=
1350
PSF
Concrete compressive strength:
F'c=
2500
PSI
Selected Size:
Length:
L=
1.0
FT
Width:
W=
1.0
FT
Area:
A=
1.0
SF
Ultimate bearinq pressure:
Qu=
830
PSF
Column Base Dimensions:
Lenqth:
1=
3.50
IN
Width:
w=
3.50
IN
Footing Size Selection:
Required footing area:
Areq=
0.38
SF
Minimum footing size required:
Lreq=
0.61
FT
Footing depth based on shear stresses:
Selected footinq depth:
D=
12.00
IN
Punching Stress Calculations:
Critical perimeter:
Bo=
62.00
IN
Punchinq shear:
Vu1=
0
LB
Punchinq shear stress:
vu1=
0
PSI
Allowable punchinq shear stress:
vc1=
200
PSI
Beam shear stress calculations:
Beam shear:
Vu2=
0
LB
Beam shear stress:
vu2=
0
PSI
Allowable beam shear stress:
vc2=
100
PSI
Bending Requirements:
Factored moment: r
Mu=
625
IN -LB
Nominal moment strength:
Mn=
46800
IN -LB
Square Footinq Desiqn f 94 UBC (91 NDS) ) Ver. V4000034
Bv: Larry J. Warner, PHL, Architects on:
04-01-1997
Protect:.070320 - Location: FTG -2 FTG @ BM -1 @ NEW ADDITION
Summary: /
Size: 1.67 FT x 1.67 FT x 12.00 IN V
" Footing has been designed without reinforcement.
Footing Loads:
Live Load:
PL=
2096
LB
Dead Load:
PD=
1297
LB
Total Load:
PT=
3393
LB
Ultimate factored load:
Pu=
5379
LB
Footing Properties:
Allowable soil bearinq pressure:
Qs=
1500
PSF
Effective soil bearinq pressure:
Qe=
1350
PSF
Concrete compressive strength:
F'c=
2500
PSI
Selected Size:
Lenqth:
L=
1.67
FT
Width:
W=
1.67
FT
Area:
A=
2.79
SF
Ultimate bearinq pressure:
Qu=
1929
PSF
Column Base Dimensions:
Length:
1=
3.50
IN
Width:
w=
3.50
IN
Footing Size Selection:
Required footinq area:
Areq=
2.51
SF
Minimum footinq size required:
Lreq=
1.59
FT
Footing depth based on shear stresses:
Selected footinq depth:
D=
12.00
IN
Punching Stress Calculations:
Critical perimeter:
Bo=
62.00
IN
Punchinq shear:
Vu1=
2161
LB
Punchinq shear stress:
vu1=
4
PSI
Allowable punchinq shear stress:
vc1=
200
PSI
Beam shear stress calculations:
Beam shear:
Vu2=
0
LB
Beam shear stress:
vu2=
0
PSI
Allowable beam shear stress:
vc2=
100
PSI
Bending Requirements:
Factored moment:
Mu=
9179
IN -LB
Nominal moment strength:
Mn=
78156
IN -LB
Square Footinq,Design ( 94 UBC (91 NDS) I Ver. V4000034
By: Larry .!Warner, PHL, Architects on: 04-01-1997
Protect:.070320 - Location: FTG -3 FTG @ BM -1
Summary: ,
Size: 1.5 FT x 1.5 FT x 12.00 IN
" Footing has been designed without reinforcement.
Footing Loads:
Live Load:
PL=
1696
LB
Dead Load:
PD=
1190
LB
Total Load:.
PT=
2886
LB
Ultimate factored load:
Pu=
4549
LB
Footing Properties:
Allowable soil bearinq pressure:
Qs=
1500
PSF
Effective soil bearinq pressure:
Qe=
1350
PSF
Concrete compressive strength:
F'c=
2500
PSI
Selected Size:
Lenqth:
L=
1.5
FT
Width:
W=
1.5
FT
Area:
A=
2.25
SF
Ultimate bearinq pressure:
Qu=
2022
PSF
Column Base Dimensions:
Lenqth:
1=
3.50
IN
Width:
w=
3.50
IN
Footing Size Selection:
Required footing area:
Areq=
2.14
SF
Minimum footinq size required:
Lreq=
1.46
FT
Footing depth based on shear stresses:
Selected footinq depth:
D=
12.00
IN
Punching Stress Calculations:
Critical perimeter:
Bo=
62.00
IN
Punchinq shear:
Vu1=
1176
LB
Punchinq shear stress:
vu1=
2
PSI
Allowable punchinq shear stress:
vc1=
200
PSI
Beam shear stress calculations:
Beam shear:
Vu2=
0
LB
Beam shear stress:
vu2=
0
PSI
Allowable beam shear stress:
vc2=
100
PSI
Bending Requirements:
Factored moment:
Mu=
6642
IN -LB
Nominal moment strength:
Mn=
70200
IN -LB
r,v �-r
Ngo
'Certificate of Compliance: Residential (Page 1 of 2) R
T - -
2,62G w,
Pri"o7ject Titic Date
2-01 (- LU 56-C-f1A4'-1affil 0 0441CJQ
j5FO-*t Address
Building Permit
LAa&-A NZA/L 2 14 -AOne
. -AcciA I
Documentation Author - Te4phooPlan Check I Date
A00 17 (0 -1 P 1A< +e—X K I I
Field Check 7--Dat6--- -
Compliance Method (Package. PoinTS-y-'.-;3-YT--o'r Computer) Climate Zone EntorcemenT Agency Use I Oniv
GENERAL INFORMATION
Total Conditioned Floor Area:
Building Type: 1/1
(check one or more)
Front Orientation:
Number of Dwelling Units:
=loor Construction Type:
-4(
, j-) tt2
Single Family Addition
Multi -Family existing -Plus -Addition
outh'.1 West / All Orientations
North/ East/ 6--U�:t�hl We
Onout orientation ih--Wgrees and circle one.!
Slab �— �Jsedl��:i=) (circie .vie or both,
SUILD.,OG SHE:—INSULATION
om!)onent'
voe
"'Sulatior,
-ValuE
--ocanoruComnnenis
anic. to aaraae. rvoicai. sic.
Wai: ..............
22
7YP
vVai; ..............
moo-.� ............
=100 .............
::;.Oo .............
:-ioo .............
Siac Ecae
=N -5i = ri A T 10 N
---nesuzici,
�neniai;3,n
Ff"rrt .....
�Ak .....
Left
Rear ..... . I
Rear ..... i
Right..... .
Right.....
Skylight.
-Siwiigftt .......
--h-2C6.nr7 r3q%ji--r-
a
AreE 4--nestrauon Exlt;rior Dverriana Framing Type
is J -Value (shaaescreen. etc.}
fmetalfwood/vinv
IJ
J*k
-rcrplt-
THERMAL MASS
Type/Covering Area Thickness
:Si.ljl
qyD-,j3e
(sf) (inches) LoogrrfrqOe cr,. i.
;@viswj.januarv,,99-.
Certificate of Compliance: Residential
(Page 2 of 2) CF -1 R
ADDiT/ori art aOr� i. Z�„ yrs
Project Title , Date
HVAC SYSTEM
Note: Input hydmnic or combined hydronic data under Water:Heating Systems, except Design Heating Load.
r°
Distribution
-...Heating Equipment Minim+l.fil Typa and. - • Duct'or'
Type ,furnace, peat _fficiency Location - Piping Thermostat
rJumo. atc.; 'AFJE1HSPF) _ (ductsianic, etc.) R -Value Type
:.coling Equipment Minimum Duct
, ype (air conditioner, Efficiency Location Duct Thermostat Configuration
..eat oumo, avao. maing) :SEER) (attic, etc.) R -Value Type (split or package!
,NATER HEATING SYSTEMS
Energy' External
Rated' -ink Factor or Tank
'later -ieater Distribution :-:Leber , Input (kW 7apacity Recovery 3tandbv insulatj,:,
;,;ailons) Efficienci ...,)ss i°o) n -Valu
:^r small gas storage traces inout S 75.000 Btwhr), electric resistance and heat pump water heaters, list Energy Factor.
:or large gas storage water heaters (rates input 2 75,000 Btwhr), list Rated Input, Recovery Efficiency and Stanaby Loss.
:,ir instantaneous gas water heaters.:ist Rated Input and Recovery Efficiency.
:FEC:ALFEATURES/REMARKS (Add extra sheets if necessary)
OMPUAN-"ISTATEMENT ..
hiscot- ,1. �;a�,i compliance lists L4te building features and performance specifications needed to complywjth Title 24, i arcs I ano 6. -jr
he Calrforni2 Coce of Regulatiom and '-?-adniinistrative regulations c irhplement them. This ce0flcate has been signed bj Jot
individual with overall Gt:a} ro,txa ;bitty. + h this cerfificate,of compAince is submitted fora single building plan to be built in multioIe' '
;rientations, any shading feature that is varied is indicated in the Special FeaturesiRemarks section.
Designer or Owner (per eosin" & Professions code)
Name: L AIM-/ J . WARl�1 Byl
Tide/Firm: ?i} L.
Address: 2oS9 iw/LILST M4=1
c4j I C.A 4 S0 2a
Telephone: 146-G92—ga)8
L.ic. r
(sig (date)
Enforcement Agency
Name:
Title:
Agency:
Telephone:
(signatureistamo) (date)
;eviaed January .992
Documentatlon Author
Name: t-�►n/L-/ 4-Wrt�lt� rt
Tide/Firm: pN L
Address: 2059
C441 C.4 to . 9 Sy tis
Telephone: G
4i
( (date)
r
lMandatory Measures Cheoxiist: Residential MF -1 R
NOTA: I-cwr:se ;esidennai Qu:iaings suoiect to the Standards must contain these measures regardless of the compliance
;:.%-cacn uses. items marxed with :..n asterisk (') may to suoers2ded by mcra stringent,compliance requirements
;Is:Eo on the Certificate cf Comp?iarl ;e. When this Checklist is inraroorated into the permit documents, the features
• notea snail be ccnslderea by all oarties as binding minimum component performance specifications for the
mandatory measures whether they are shown elsewhere in the documents or on this check -list only.
DESCRIPTION
DESIGNER ( ENFORi:EM5NT'
Building Enveiope ;Measures;
" S i 50(a1: .��tinimum :;-;9 ceuine :^�wa_cn.
it 50(b): .:,)OSE f.;i :r._ulatian , ai U(at r'r -, ;-me!ea Vaiue' 2�3
�? 51c!: 'Anlmum = t 3 •.vas :r su:aac^ r.; :ramex wales, ices not acp!y to exterior mass wailsl.
` t 50(x): `Animum n) 3 ra;sea Noor Insulation in framea Boors: minimum R-8 in concrete raised floors. — y
;150(1): S'lab eace Insuiation - -vater acscrc:ion rate no creaser than 0.2%, ,,vater vapor z ansmission rate no I
treater *nan 2.0 c2(m;InGn.
1 ' 3: nsuiaacn sax sea Cr "s a lea , eStS Cailfgrnta tneray Commission quality stanaares.
icicaie rice ano ::.,m. I
-enesuation r'gau.=. 1merlor moors ana innitrallon/&x Jtratlon COntrois
i. .Oors ana wineows cetween conaldonea ana unconaitionea spaces designed to limit air leakage.
'.1anuiacturea ienesraaon croaucts have iabei with certified U -value. ana infiltration certification.
;error cons �iria winnows weatnersr!oDeT ail iomm and aenetrations caulkea and sealed.
:cf -ter:arcers mancaicry in C.imate cones ' » ana 16 only.
...U.'1: �9eC:a1 .,":�a7C'' mar..,=.i .,nsiaucio:JG•:Ili,.• +I[n 1i^! -leets �...itml551an.:Uailti :�,iu.UdfCS.
u(e!. .sianaaon ci > Ireoiaces. :�aocrauve Lias=.omiances arta Gas sans
lasonry ana iactory-owit fireo!aces nave:
,:oseanie metal cr class coor
Cutsiae air intaxe wim oamoer arta ccrium
!ue camper ana wnroi
:. ';o '=mmucus curn!no cas mats a;!cwea.
:caca Conditioning, ;Vater Heating ana ;0!umoing System ,Measures
--aumment. water nesters. snowerreaas ana faucets certiilea by the ,:ommission.
;1Eul,O: �emacx _.errresiat Cn a;i anc!icac!e neatina systems.
t 5ulij: --e anc -ana InsaaCcn
nairect i c: water =Ks i e.g., Jntirea storage tanKs or bV:''a s 7!3' r+OI water 'anKS) aye Uiat q;1
;;anKet tR '2 or greater) or comoinea IntenorleXterior Insuianon (R-16.or greaten.
_. =first 5 ;yet of p(oes closest to water heater tank,. non-rearcuiabng systems, insuiatea ; R-4 Cr area:et
All burlsdo exposed piping insutatea 5, recirculating sections of hot water system.
1. Cooiing syst& piping below 55°F insulated:
5. Piping insulatea between heating source and indirect hot water tank.
§1 50(m): Ducts and Fans
1. Ducts constructed, instafted and sealed to comply with UMC Sections 1002 and 1004; ducts insulatea
to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space.
2. Exhaust tan systems have backdraft or automatic dampers
3. Gravity ventitating systems serving conditioned space have either automatic or readily accessible.
manually opted dampers..
§114: Pool and Spa Heating SysWms and Equipment
1. System is certified with -78% efficiency, on-off switch, weatherproof operating instructions,
no elecOcresisatca heatiM and no pilot light
2. System is installed with:,
a. At least 36' pipe between filter and heater for future solar heating.
b. Cover for outdoor pods or outdoor spa.
3. Pool system has directional insets and a circulation pump time switch.
3115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no
continuously buring pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Bturhr.;
N
Lighting- Measures
§150(k): 40 lumensrwatt or greater for general lighting in kitchens ana rooms with water dosets: and e
recessed ceiling fixtures IC Msuiabon cover) approved.
Revisea Januarv'992
yyi
Ilk
S