HomeMy WebLinkAbout058-660-011ORUM--, Bill'218'Rich Gulch Rd, Oioviileit es for travel'trailerGASCOMPACTION TEST REQSUPPORT STRUCT REQ058-660-011 02-0919
'ORUM, BILL218 RICH GULCH RD., OROVILLNEW DETACHED GAF-�,GE
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RESIDENTIAL
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PERMIT NO. -058-660-011 :02t.0919
j DRUM, BILL
218 RICH GULCH RD., OROVILLE
CONTR: JAY BRYANT
4 NEW DETACHED GARAGE
SPECIAL CONDITIONS
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
INALE
JOB FINALED (Date) Z--
Signature
Y = OK
= Not OK
= Not Applicable. MOBILE HOMES
= Not Ready,
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/O -Concrete
4. Water; Location -Test -Easement Needed (Sketch)
5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap;-/ /" L'ft.
/ P Nat. or / /"L"ft./ PLPG
7. Well Clearance & Disconnect
8. Utility Clearance
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date MOBILE HOME INSTALLATION (Plans) OK except #'s
1.
Zoning 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
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
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
Date
Card B-1 Date Card B-1
Card B-1 Date Card B-1
MISCELLANEOUS
Date D CKS, COVEX, CARPORTS GARAGES (Plans) OK except #'s
FINAL (Plans) OK except #'s
1.
Z g Requirements -Setbacks -Easements
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3.
Decks; Girders andlor 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.
EIe c
9.
rmg.; Sills-Anchors-Studs-Rftrs-Trusses
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
10.
ed Wall Panels
11.
Light Niche
Date Card 13-1 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- Panelboards-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
/= OK
0 = Not OK
= Not Applicable
= Not Ready
Date
RESIDENTIAL (%4
Date
Underfloor (Plans) OK except #'s
Hangers -Post Caps -Anchors -Connectors
1.
Zoning -Setbacks -Easements -Flood -Slope
Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng.
2.
Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
3.
Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
4.
Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
5.
Stemwalls, Main; Steel-Blockouts-Wrapped
Garage Fire Protection Framing
6.
Stemwalls, Garage; Steel-Blockouts-Wrapped
Property Line Firewall & Openings
6a.
Hold Downs and Special Anchors
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
7.
Slab, Steel -Wrapped
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
8.
Piers -Fireplace Ftg.-Steel
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
9.
D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
Siding -Nailing Veneer
10.
UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
11.
Water Pipe; Test -Anchors -Regulator -Service Test
Glazing Area -Glass Protection -Skylights -Plastic
12.
Electric Underground
Shear Walls; Nailing -Bolts
13.
Plenums & Ducts; Clearance -Material -Support -Ins.
Brace Interior/Exterior Wall Panels
14.
Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
Insulation -Walls -Ceilings
15.
Access & Ventilation
Infiltration -Walls -Windows
16.
Insulation
Date
Date
Date
Card B-1 Date Card B-1
Date
Date
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
Ext. Steps -Door & Sidelight Protection -Landings
17.
Water Htr.; Vent -Access -Combustion Air Baffle
Smoke Detector
18.
Water Pipe; Test & Anchor -Nail Protection
Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
19.
D.W.V.; Test Fittings & Anchor -Nail Protection
Bedroom Exiting
20.
Shower Pan; Test, First Floor -Tub Access
G.F.I. & Bath Fixtures & Tub Access -Spa
21.
Test Tub & Shower, Second Floor -Tub Access
Elec. Trim & Subpanel, Breaker Sizes & Labels
22.
Gas Pipe; Sixe & Anchors
Stairs & Rails
70.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
72.
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 Fasteners -Bond Gas & Water
28.
2 Appliance Circuits in Kitchen & Conductor Size GFI
29.
Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI
30.
Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At
Insulated Neutral ❑ Yes O No
31.
Service -Riser Conductors & Ground Main Disconnect
32.
Equip. Clearances Panels-Motors-Mech. Equip.
33.
Clothes Closet Light -Shower Light -Spa Light
34.
Smoke Detector
84.
A.C. Unit Disconnect, Electrical -Plumbing
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Water Well, Disconnect, Electrical, Plumbing
MECHANICAL (Permit) OK except #'s
87.
35.
A.C. Ducts Insulation & Support
88.
36.
Vent Fan, Exhaust above insulation
89.
37.
Condensate Drain & Overflow, Size & Grade
90.
38.
Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet
91.
39.
Attic Access & Platform if Furnace in Attic
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
Date
FRAMING (Permit) OK except #'s
Date
40.
Sits Proper Materials & Anchors
Card B-1 Date Card B-1
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
jingle & Duplex)
Date
FRAMING (Continued)
46.
Hangers -Post Caps -Anchors -Connectors
47.
Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-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 Ht. & Dimensions
51.
Garage Fire Protection Framing
52.
Property Line Firewall & Openings
53.
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
54.
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-Underflr. Access
58.
Glazing Area -Glass Protection -Skylights -Plastic
59.
Shear Walls; Nailing -Bolts
60.
Brace Interior/Exterior 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 -Connector -
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 & Receptacles 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 (F.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 O Yes
82.
Following Instld./Drive ] Yes ] NoMalks ] Yes ] No/Planters 0 Yes ] No
83.
Stucco Brown -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 Throughout 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
94.
Address Posted
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:
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO.'
(Rev. 12/96) APPLICATION AND PERMIT 02-0919
ASSESSOR PARCEL NUMBER
1
ZONING
t
BUILDING PERMIT
OWN%ill Orum
TELEPHONE
SO. FT. OCC. BUILDING VALUATION
976 U 10,368.00
. OWNERS MAILING ADDRESS
218 Rich Gulch Oroville 95966
CONTTurf ShiedTELEPHONE
916-483-T
CONTRACTORS MAILING ADDRESS
3200 Orange Grove North Hj-hl nds CA 95660
CONSTRUCTION LENDER
Cont. Jay Bryant CA 95660
Fireplace
LENDER'S MAILING ADDRESS
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $
20.00
Permit Fee $
126-00
ARCHITECT OR ENGINEERS MAILING ADDRESS -
Plan Checking Fee $
BUILDING ADDRESS
218 Rich Gulch Road Oroville
Energy Plan Checking Fee $
$
PERMIT FEE $
LAT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome IR Other
SPECIFY
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each as water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other]
Describe Work: New Det Garage
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G I W
920.00
PERMIT FEE S
ELECTRICAL PERMIT
Fling Fee 20.00
a00OR LESS
Main Service 200.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 . full force and effect. `
/ a i _ I cct�
License Class LIC. E lllddd��� W
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
�( 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 worker�mpe satipn insurance carrier and policy number are:
Carrier ��// /x.11 /.N -
Policy Number UA'7S��j IQT0 —® If
(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 f I should become subject to the
workers' c ensation provisions of section 3700 of the Labor Code, I shall
forthwith o ply wit "ose provisi S.
X Date 02—
Signature f Ap lican - O er Contractor ❑ Agent
An OSHA ermit is required for excavations over 5'0" deep and demolition or construction
of struct res over 3 stories in height.
Main Service 200A TO 1000A 46.00
NEW CONST. OWEWNOOCCUP. SO
OR ADDNS. ( a.CC. BLDS. 3.5Q
Noa�loNEW MULTI.OUTLET @7,50
POWER APPARATUS
8 SINGLE OUTLET CIR.
Ex. OCCU OUTLET OR FIXTURES BAL @ 1:50
Ex. Occup.OFUTLEEDTSA R °E, 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE $
MECHANICAL PERMIT . Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE $
Mobile Home Installation Fee $
Energy Inspection Fee $
Occ
CONST. TYPE
TOTAL FEE $ 227. 90
H.z.
FEES IMP FLoo
CDF CEL H ISSUE
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.
By Date 1i b Z
4Y,
PERMIT EXPIRES O � O
pe
7-"
Receipt No. a 62
WHITE-D.D.S.-B.D. CANARY -ASSES PINK -INSPECTOR GOLDENROD -APPLICANT
_.-....-
4
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
OWNER:ASSESSOR PARCEL NUMBE
Ldzo
Proposed Building Use: Counter Technician: Date: U
Items required in order to apply for a ermi Il boxes MUST be checked OR mr ed NA in order to apply.
t
lot plans, 3 or 4 sets, signed by the preparer of the plans.
omplete plans, 3 or 4 sets, signed by the preparer of the plans.
ngineered plans, 3 or 4 sets, with wet signature on plans AND2 sets of stamped and signed calculations.
ngineered truss details and layouts in duplicate. No faxes!
nergy compliance design and supporting documentation in duplicate.
❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or
foundation plans, all in duplicate.
❑ 7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate.
(D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer.
Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be'
indexed and returned to the plan review line-up when required items are received. q,
Date Received By
8. Flood Elevation Certificate, wet -stamped and,signed, in duplicate ................................
❑ 9. Plot plan and business license approval from the City of Biggs ....................................
Q/�0. Letter of intent for non-residential buildings.......................................................
1. Detached Accessory Building Form filled out by the owner...................................�P
❑ 12. Hazardous Material Form............................................................................... t t.
❑ 13. Other
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) I
❑ 14.. Fees as shown on the attached Schedule of Fees Due Sheet .......................................
Statement of Intent for Non -heated and A/C Buildings ................................. .
Sanitation and plot plan approval from the Environmental Health Dep,, --------
City
7. of Chico Plumbing permit. ...........................
.:.........
18. California Department of Forestry plan approval paid. Sent by: 1.�'- ...................... Y
❑ 19. Planning approval for (A) Use.- O lZ (B)Parking: (C) Parcel Check:
❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ...............................
❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).
❑ 22. Pre -Inspection for required ................
❑ 23. Contractor's license information. (Number, Name Style, Classification) ......................
❑ 24. Worker's Compensation Carrier and Policy Number ............... :.... ................... ......
❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) .....................
❑ 26. Letter of Signature authorization....................................................................
❑ 27. Recorded copy of Agricultural Acknowledgment Statement ....................................
❑ '28. Manufactured home utility clearance...............................................................
❑ 29. Existing violations and/or expired permits.........................................................
❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $
❑ 31. Other: Or
When issued Telephone `— t and hold for pickup.
I have been informed o above ' sand requir ents fo to ing a buildin� permit.
-- - i 0, oz
Applicant: t
F.
1. Index permit plication for the above items number Plan Check Letter
'
2. Ad ' al itogs required
ac , esigner, owner, was advised of the above data by ph ne, ❑ ail, ❑counter, by _I?Y!7 Date:
Facto , signer, owner, was advised of the above data by ion , ❑ mail, ❑ cou r by Date: 2,0
ed by: Date:_ Plans approved by: Date:
Structural reviewed by: Date: S 2� o Structural approved by: Date: �' 0/
o
Note transfer by: Date:
Yellow: Building Division
r
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
E.H. USE ONLY
Piot Plan Anschod
Roes Plan At4qftad
Sant to B.D.
Owner Location AP#
Plan Approved for: Sewage DisposW---:,- Wa er Supply: Public Private We'41�
Clearance for dwelling. Other
Hold final for:
Final clearance O.K. for:
NOTE:
Environmental Health Specialist
8/96
Date
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX
DETACHED ACCESSORY BUILDING
OWNER'S STATEMENT OF USE
Plan review will not be started until this form is completed, signed by the property owner, and
returned to the Butte County Building Division. Attached Accessory Buildings and Additions
will be checked for residential use. Exception: Garages and Carports.
Owner: -, m Ov,_,Jrc1 Phone:(gco); CDz e C(_Q35—
Mailing Address 1 z?
;Ute J C.OG� C I •
Site Address: % i q e tck
17�S 04-
", C)COV k `�C . ca- -
Assessor's Parcel Number: OS?5 ^ UQ -0 — 0` � Zone:
Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of
this form.
GENERAL INFORMATION:
1.
Is there a primary dwelling on the property?
Yes Jig
No ❑
2.
Is the structure already built, under construction, or under notice of code violation?
Yes ❑
NoIA
3.
Will items produced in this building be offered for sale?
Yes ❑
No
4.
Will the public have access to this building?
Yes ❑
No
5.
Will any advertising, on or off site, be associated with the use of this building?
Yes ❑
No
SITE CONDITIONS:
6.
Is the structure foundation within 5' of septic tank or 10' of leach lines?
Yes ❑
No
7.
Is any portion of the structure located closer than 20' to your front property line?
Yes ❑
No
8.
Do you plan to add a driveway or modify existing access to a county maintained road?
Yes ❑
Nog
9.
Will the proposed structure encroach within any recorded easement?
Yes ❑
No
CONSTRUCTION
FEATURES:
10.
Will this building have insulated floor, wails, or ceiling?
Yes ❑
No'�
11.
Will this building be heated or cooled?
Yes ❑
No 0
12.
Will this building have a water closet/toilet?
Yes ❑
No B
13.
Will this building have a sink?
Yes ❑
No
14.
Will this building have a water heater?
Yes ❑
No
15.
What type of floor covering will the building have? PoK4_ CuNG �4�
16.
-What type of Lyall covering will the building have? t)oPE_, 00j,,,3 Vj3aMe
1 of 2
PROPOSED USE: (check only one box)
1. ❑ Residential Storage Shed — I will be storing /I 1 ICl(� � in this building and it will
not be used for any other purpose (no bathroom and no heating or cooling).
2. % Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by
exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are
stored or kept." A Garage door is required.
3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be
entirely open.
4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport.
If you checked #4, please check the uses below which best fit this building.
❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters
❑ Recreation Room ❑ Game Room ❑ Study ❑ Library
❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio
❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room
❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room
[; 'Private Office Q Workshop' ❑ Horne Occupancy ` ❑ 0-dier — Use =
1. Describe type of Workshop
2. `hut be approved by the Buae County Planning Division.
Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question
15 ber before the explanation.
'r1kcps_ 1�- /-)�, dk c rn �T IMnln 1� Terns_ <v.� �i� !'rt,D
Additional Information:
Plan review will not be started until this form is completed and received. A Plans Examiner will contact the
ntynsr ,�iith crpeci:C rPy:lir%meCtt$ per ibe•use ii:dIC«tCv.
I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes
to the use, or character of use, of this building will require permits from the permitting authority. I understand that
Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale.
Owner's Name: Please
/?v
Owner's Si ture: Date: 2
2 of 2
Pagel of 16
C)2-o9i9
150 COW. TT
3UILDING DEPARTMENT
�►PPROYP-ID/
S17 2- a Z P. lr
r
e
Structural Calculations
for
Owner:
Standard 24'x,24' Ranch Garage
Project:
24' x 24' Ranch Garage
Project # TS -96271
P.O. # 96271
Invoice # 0
Tuff Shed Store:
#100 N. Highlands, CA 95660
Client:
Tuff Shed Inc.
1777 S. Harrison Street Suite 600
Denver, Colorado 80210
Structural Engineer:
Steven B. Brown & Assoc.
4885 Riverbend Road, Suite B
Boulder, CO 80301
(303) 442-2009
Date:
March 15, 2002
C)2-o9i9
150 COW. TT
3UILDING DEPARTMENT
�►PPROYP-ID/
S17 2- a Z P. lr
r
i
Page 2 of 16
Standard 24'x 24' Ranch Garage
Design Criteria
Building Code:
1997 UBC
Allowable Soil
Bearing Pressure 1000
psf
Loads:
Seismic Zone 4
Wind 85
mph
Exposure
B
Roof Dead Load 10
psf
Roof Live Load 30
psf
Loft Dead' Load 0
psf
Loft Live Load D
psf
Materials:
Hem Fir #2 Fb
850
psi
• Fv
75
psi
E
1.3x106
psi
Microllam LVL Fb
2600
psi
F„
285
psi
E
1.9x106
psi
LamHeader Fb
525
psi
700, 1000, 1100 F„
140
psi
E
0.9x106
psi
LamHeader Fb
1000
psi
800, 1200, 1300, F„
140
psi
2000 E
1.2x106
psi
LamHeader Fb
1500
psi
900, 1400, 1500, F„
190
psi
2100, 2200 E
1.9x106
psi
Concrete f'c
2500
psi
1/2" A.B. Shear Capacity
1250
Ib
6eLo
1/2" A.B. Tension Capacity
950
Ib
5/8" A.B. Shear Capacity
2750
Ib
5/8" A.B. Tension Capacity
1500
Ib
C
SCfRIA
FOUNDATION PLAN
2A'-0'
ZX TREATED SOLEPIATE
TYPICAL ALL W ALLS(UN O )
r ---- ---------
I
� I
SEE FOOTING DETAIL CF. I i l
NO TANDEM PARKING ALLOA'FDIN
2 WPICAL ALL 'AL3
I I
b
I I
I (
I' I
I I
II � II
II� II
I
I
SCfRIA
FOUNDATION PLAN
I
— J
SSTB18 PHD2
'HOLDOWNS SHALLBE
RE'TIGHTENED JUST RAOR
TO COVERING THE WALL
FRAMING.'231558•
J '
FLOOR PLAN
PH02
PLATE INTERLOCK
AT CORNERS
ROOF FRAMING PLAN
ZX TREATED SOLEPIATE
TYPICAL ALL W ALLS(UN O )
NO TANDEM PARKING ALLOA'FDIN
_
SINGLE FAMILY RESIDENRAL ZONES,
INDIVIDUAL PARKING SPACES SHALL
a•a o
BE EASILY ACCESEID
• LC STUDSalwoc
TYPICAL
I
— J
SSTB18 PHD2
'HOLDOWNS SHALLBE
RE'TIGHTENED JUST RAOR
TO COVERING THE WALL
FRAMING.'231558•
J '
FLOOR PLAN
PH02
PLATE INTERLOCK
AT CORNERS
ROOF FRAMING PLAN
Steven B. Brown & Associates
Consulting Engineers
Project: Standard 24'x 24' Ranch Gar Project* TS -96271 Page: 4 of 16
Subject: Headers Designed by: SB Date: 3/15/2002
Checked by: Date:
Beam 1 3' Header Truss bearing wall
Loads: Roof _ Dead Load 10 psf
Live Load 30 psf
Total Load 40 psf _
Beam Span, L
Use 2 2x6 #2 HF
Beam 2 3' Header
Loads:
Roof
Beam Span, L
Tributary Width
Other Load, w2
Uniform Load, w
Max Moment
Max Shear
#2 Hem Fir
2x6
13.00
ft
Fbv Cf
Fb ,psi=
1270.8 850 • 1.3
Fv ',psi -
86.25 75
E, psi=
1,300,000
726.17
b= 3.0 in
Sfey_ 6.9
0 S= 15.1 in3
Afe¢ 15.5
int A= 16.5 in'
Ifer- 6.5
in' 1= 41.6 in
hfeQ 5.2
in h= 5.5 in
Use 2 2x6 #2 HF
Beam 2 3' Header
Loads:
Roof
Beam Span, L
Use 2 2x4 #2 HF
3.25
ft
Hem Fir
13.00
ft
Total Load
30.00
plf
w=Trib Width * TL+w2=
550.00
plf
M=w 1-2/ 8=
726.17
ft*Ib
R=V=w L / 2=
893.75
Ib
Afe¢ 4.2
Microllam
.I, cr- 1.8
in 1= 10.7 in
151/2
in h= 3.5 in
Use 2 2x4 #2 HF
Tributary Width
Other Load, w2
Uniform Load, w
Max Moment
Max Shear
#2
Hem Fir
2x4
1 ;
Total Load
Fb,v Cf
Fe ,psi=
1466.3 850 1.5
F; ',psi =
86.25 75
E, psi=
1,300,000
S= 39.3 in3
b= 3.0 in
Sf(F 1.6
in3 S= 6.1 in3
Afe¢ 4.2
in A= 1o.5 in
.I, cr- 1.8
in 1= 10.7 in
hrey= 1.9
in h= 3.5 in
Use 2 2x4 #2 HF
End wall
700
Dead Load
Fbv
Cf
30 psf
Total Load
Fe ,psi=
3324.7 2600
1.11
900,000
Fv',psi =
327.75 285
S= 39.3 in3
A,e¢ 8.3 in
A= 13.5 int
E, psi=
1,900,000
150.00
h= 9 in
CE)
- b= 3.5 in
OK
Sfe¢
2.6 in3
S= 17.6 in3
OK
OK
Are¢
4.1 int
A= 19.3 int
OK
OK
Ifeq--
4.5 in"
I= 48.5 in'
OK
OK
hfey=
2.5 in
h= 5.5 in
OK
Use 2
51/2 ML
TIW
End wall
700
Dead Load
10 psf
Live Load
30 psf
Total Load
40 psf.
Cp Defl. Limit
1.15 FL / 240
LamHeader Series
700
ft
Fb,v
Fti ,psi=
603.8 525
F, ',psi =
161 140
E, psi=
900,000
b= 3.5 in
S,e¢ 14.4 in3
S= 39.3 in3
A,e¢ 8.3 in
A= 13.5 int
I, Q= 9.4 .in"
1= 176.6 in
150.00
h= 9 in
Use 1 700 Series
Cf
1
OK
OK
OK
Use 2 51/2 ML
Use 1 700 Series
3.25
ft
2.00
ft
70.00
plf
w=Trib Width *,TL+w2=
150.00
plf
CE)
Defl. Limit
M=w 1-2/ 8=
198.05
ft*lb
11.151
LI 240
R=V=w L / 2=
243.75
Ib
Microllam
LamHeader Series
51/2
TIW
700
Fb,v
. Fb v
Cf
Fti ,psi=
2990.0
2600
Fe ,psi=
603.8 525
1
Fv',psi =
327.75
285
Fv',psi =
161 140
E, psi=
1,900,000
E, psi=
900,000
b= 3.5
in
b= 3.5 in
OK
s,, • o.8 in3
S= 17.6
in3 OK
S,, 3.9 in3
S= 39.3 in3
OK
OK
A,e¢ 1.1 in
A= 19.3
inZ OK
Afe¢ 1 2.3 in
A= 13.5 in
OK
OK
IMF 1.2 in
I= 48.5
in OK
Ifecr- 2.6 in
1= 176.6 in"
OK
OK
h1eq= 1.6 in
h= 5.5
in OK
h= 9 in
Use 2 51/2 ML
Use 1 700 Series
Steven B. Brown & Associates
Consulting Engineers
Project: Standard 24'x 24' Ranch Gar Project* TS -96271 Page: 5 of 16
Subject: Headers Designed by: SB Date: 3/15/2002
Checked by: Date:
Beam 1 4' Header Truss bearing wall
Loads: Roof Dead Load 10 psf
Live Load 30 psf.
Total Load 40 psf
Use 2 2x8 #2 HF
Beam Span, L
ft
Tributary Width
13.00
Other Load, w2
603.8 525
Uniform Load, w
plf
Max Moment
550.00
Max Shear
#2 Hem Fir
2x8
I 'W
R=V=w L / 2=
Fbv Cf
Fe ,psi=
1173.0 850 1.2
F„',psi =
86.25 75
E, psi=
1,300,000
b= 3.5 in
b= 3.0 in
S,q= 12.7
in3 S= 26.3 in3
Ares 20.3
in A= 21.8 in'
Ire¢ 14.6
in' 1= 95.3 in"
hre4 6.8
in h= 7.3 in
Use 2 2x8 #2 HF
Beam 2 4' Header End wall
Loads: Roof Dead Load 10 psf
Live Load 30 psf
Total Load 40 psf
4.25
ft
Fb,v
13.00
ft
603.8 525
30.00
plf
w=Trib Width * TL+w2=
550.00
plf
M=w L2/ 8=
1241.80
ft*Ib
R=V=w L / 2=
1168.75
Ib
1,900,000
Microllam
h= 9 in
51/2
b= 3.5 in
150.00
Beam 2 4' Header End wall
Loads: Roof Dead Load 10 psf
Live Load 30 psf
Total Load 40 psf
Limit
PC�aLDefl.
15
Fb,v
Cf
Fe ,psi=
603.8 525
Fb ,psi=
3324.7 2600
1.11
900,000
ft
F,', psi =
327.75 285
S= 39.3 in3
Arm 10.9 in
A= 13.5 in
E, psi=
1,900,000
h= 9 in
Uniform Load, w
b= 3.5 in
150.00
OK
Srr-
4.5 in3
S= 17.6 0
OK
OK
A,
5.3 in
A= 19.3 in'
OK
OK
Irk
10.0 in'
1= 48.5 in"
OK
OK
hfey=
3.2 in
h= 5.5 in
OK
#2 Hem Fir
Use 2
51/2 ML
Beam 2 4' Header End wall
Loads: Roof Dead Load 10 psf
Live Load 30 psf
Total Load 40 psf
LamHeader Series
Limit
PC�aLDefl.
15
L / 240
LamHeader Series
700
4.25
Fb,v
Fe ,psi=
603.8 525
F,', psi =
161 140
E, psi=
900,000
ft
b= 3.5 in
Sri 24.7 in3
S= 39.3 in3
Arm 10.9 in
A= 13.5 in
IfeCr- 21.1 in"
1= 176.6 in"
h= 9 in
Use 1 700 Series
Cif
1
OK
OK
OK
Use 2 2x4 #2 HF I Use 2 5112 ML
Use 1 700 Series
Beam Span, L
4.25
ft
Tributary Width
2.00
ft
Other Load, w2
70.00
plf
Uniform Load, w
w=Trib Width * TL+w2=
150.00
plf
CD
efl. Limit
Max Moment
M=w LZ/ 8=
338.67
ft*lb
1.15 1
L / 240
Max Shear
R=V=w L / 2=
318.75
Ib
#2 Hem Fir
Microllam
LamHeader Series
2x4
51/2
�
700
�
Fbv Cf
Fbv
Fbv Cf
Fe ,psi=
1466.3 850 1.5
Fe ,psi=
2990.0
2600
Fti ,psi=
603.8 525 1
F„',psi =
86.25 75
F,', psi =
327.75
285
F,',psi =
161 140
E, psi=
1,300,000
E, psi=
1,900,000
E, psi=
900,000
b= 3.0 in
b= 3.5
in
b= 3.5 in
Sri 2.8
in3 S= 6.1 in3
OKSreP
1.4 in3
S= 17.6
in3 OK
S,, 6.7 in3
S= 39.3 in3 OK
Are4= 5.5
in A= 10.5 in
OK
Arm 1.5 in
A= 19.3
in OK
Are¢ 3.0 in'
A= 13.5 in' OK
Irey_ 4.0
in 1= 10.7 in
OK
Irk 2.7 in'
i= 48.5
in' OK
Irk 5.8 in
1= 176.6 in OK
hreV 2.5
in h= 3.5 in
OK
hr,= 2.1 in
h= 5.5
in OK
h= 9 in
Use 2 2x4 #2 HF I Use 2 5112 ML
Use 1 700 Series
Steven B. Brown & Associates
Consulting Engineers
Project: Standard 24'x 24' Ranch Gar Project* TS -96271
Page: 6
of 16
Subject: Headers
Designed by: SB
Date: 3/15/2002
Checked by:
Date:
Beam 1 6' Header
Truss bearing wall
Loads:
Dead Load 10 psf
Roof -
Live Load 30 psf
Total Load 40 psf
Beam Span, L
6.25
ft
Tributary Width
13.00
ft
Other Load, w2
30.00
plf
Uniform Load, w
w=Trib Width * TL+w2= 550.00
plf
Co Defl. Limit
Max Moment
M=w L2/ 8= 2685.55
ft*lb
11.151
11 240
Max Shear
R=V=w L / 2= 1718.75
Ib
#2 Hem Fir
Microllam
LamHeader Series
2x12 17W
5 1/2 W
900
Fb v Cf
Fb v
Cf
Fb v
Cf
Fe ,psi= 977.5 850 1
Fe ,psi= 3324.7
2600
1.11
Fti ,psi=
1983.8 1500
1.15
F„',psi 86.25 75
F„',psi = 327.75
285
F„',psi =
218.5 190
E, psi= 1,300,000
E, psi= 1,900,000
E, psi=
1,900,000
b= 3.0 in
b= 3.5
in
b= 3.5 in
Sreq= 33.0 in3 S= 63.3 in3
OK
Sre¢ 9.7 0 S= 17.6
in3
OK
Sreq= 16.2 in3
S= 39.3 in3
OK
Area= 29.9 inZ A= 33.8 inZ
OK
Arecr- 7.9 inZ A= 19.3
int'
OK
Area_ 11.8 inZ
A= 13.5 inZ
OK
Ireq_ 46.5 in° 1= 356.0 in'
OK
Ireq= 31.8 in' 1= 48.5
in°
OK
Ireq= 31.8 in"
1= 176.6 in"
OK
hreq= 10.0 in h= 11.3 in
OK
h,eq= 4.8 in h= 5.5
in
OK
h= 9 in
Use 2 2x12 #2 HF
Use 2 51/2
ML
FUse 1
900 Series
Beam 2 6' Header
End wall
Loads:
Dead Load 10 psf
Roof
Live Load 30 psf
Total Load 40 psf
Beam Span, L
6.25
ft
Tributary Width
2.00
ft
Other Load, w2
70:00
plf
Uniform Load, w
w=Trib Width * TL+w2= 150.00
plf
I CDJD Limit
Max Moment
M=w L2/ 8= 732.42
ft*Ib
11.151
L/ 240
Max Shear
R=V=w L / 2= 468.75
lb
#2 Hem Fir
Microllam
LamHeader Series
2x65
1/2 0
700
�
Fb.v Cf
Fb„
Fb,v
Cf
Fe ,psi= 1270.8 850 1.3
Fti ,psi= 2990.0
2600
Fb ,psi=
603.8 525
1
F„',psi = 86.25 75
F, ',psi = 327.75
285
F„',psi =
161 140
E,. psi= 1,300,000
E, psi= 1,900,000
E, psi=
900,000
b= 3.0 in
b= 3.5
in
b= 3.5 in
Srecp 6.9 in3 S= 15.1 in3
OK
2.9 in3 S= 17.6
in3
OK
S;, 14.6 in3
S= 39.3 in3
OK
Area= 8.2 inZ A= 16.5 int
OK
Are, 2.1 inZ A= 19.3
in'
OK
Are¢ 4.4 in'
A= 13.5 inZ
OK
1req= 12.7 in' 1= 41.6 in'
OK
Ireq= 8.7 in° 1= 48.5
in'
OK
Ire¢ 18.3 in'
1= 176.6 in4
OK
hreq= 3.7 in h= 5.5 in
OK
hreq= 3.1 in h= 5.5
in
OK
h= 9 in
Use 2 '2x6 #2 HF
a
Use 2 51/2
ML
FUse 1
700 Series
Steven B. Brown & Associates
Consulting Engineers
Project: Standard 24'x 24' Ranch Gar Project #: TS -96271 Page: 7 of 16
Subject: Headers Designed by: SB Date: 3/15/2002
Checked by: Date:
Beam 1 8' Header Truss bearing wall
Loads: Roof - Dead Load 10 psf
Live Load 30 psf
Total Load 40 psf
Beam Span, L
Tributary Width
Other Load, w2
Uniform Load, w
Max Moment
Max Shear
#2 Hem Fir
2x12 I ;
Fby Cf
Fb ,Psi= 977.5 850 1
F„',psi = ' 86.25 75
E, psi= 1,300,000
b= 3.0 in
SfeQ_ 57.4 0 S= 63.3 in3
Area 39.5 in A= 33.8 in
Ireq= 106.9 in" I= 356.0 in"
hf, 13.2 in h= '11.3 in
Does Not Work!
2 2x12 #2 HF
Use 2 71/4 ML
Co
8.25
ft
Fby
13.00
ft
F,', psi =
30.00
plf
w=Trib Width * TL+w2=
550.00
plf
M=w Lz/ 8=
4679.30
ft*Ib
R=V=w L / 2=
2268.75
Ib
1,900,000
Microllam
in
IfeQ= 73.1 in"
1= 382.5
7 1/4
OK
Sfe¢
17.5 in3
Use 2 71/4 ML
Co
I Defl. Limit
1.15
Fby
Cf
1500
F,', psi =
Fti ,psi=
3202.1 2600
1.07
1,900,000
F, ',psi =
327.75 285
in
SfeQ_ 32.6 in3
S= 63.8
E, psi=
1,900,000
A= 18.0
in
IfeQ= 73.1 in"
1= 382.5
b= 3.5 in
OK
Sfe¢
17.5 in3
S= 30.7 in3
OK
NG
Are¢
10.4 int
A= 25.4 in
OK
OK
Ireq
73.1 in'
1= 111.1 in"
OK
NG
hfeQ
6.3 in
h= 7.3 in
OK
Use 2 71/4 ML
Co
I Defl. Limit
1.15
L / 240
LamHeader Series
1400 ;
Use 1 1400 Series
Cf
1
OK
OK
OK
Beam
2 8' Header
' Dy
Fb ,psi=
1725.0
1500
F,', psi =
218.5
190
E, psi=
1,900,000
b= 3.5
in
SfeQ_ 32.6 in3
S= 63.8
in3
Are, 15.6 in
A= 18.0
in
IfeQ= 73.1 in"
1= 382.5
in"
h= 12
in
Use 1 1400 Series
Cf
1
OK
OK
OK
Beam
2 8' Header
End wall
Loads:
Dead Load 10 psf
Roof
Live Load 30 psf
Total Load 40 psf
Beam Span, L
8.25
ft
Tributary Width
2:00
ft
Other Load, w2
70.00
pif
Uniform Load, w
w=Trib Width * TL+w2= 150.00
plf
CD Defl. Limit
Max Moment
M=w LZ/ 8= 1276.17
ft*lb
1.16
L/ 240
Max Shear
R=V=w L / 2= 618.75
Ib
#2 Hem Fir
Microllam
LamHeader Series
2x6
VI
1 51/2
700
Fby Cf
Fb•v
Fby
Cf
Fb ,psi=
1270.8 850 1.3
Fb ,psi= 2990.0
2600
Fe ,psi=
603.8 525
1
F„',psi =
86.25 75
F, ',psi = 327.75
285
F„',psi =
161 140
E., psi=
1,300,000
E, psi= 1,900,000
E, psi=
900,000
b= 3.0 in
b= 3.5
in
b= 3.5 in
Sreq-- 12.1
in3 S= 15.1 in3
OK
Sfe, 5.1 in3 S= 17.6
in3 OK
S,, 25.4 in3
S= 39.3 in3
OK
Area_ 10.8
inZ A= 16.5 in'
OK
Are¢ 2.8 inZ A= 19.3
inZ OK
Ar q= 5.8 inZ
A= 13.5 inZ
OK
IfeQ= 29.2
in" 1= 41.6 in"
OK
Ire¢ 19.9 in" I= 48.5
in" OK
Ireq= 42.1 in"
1= 176.6 in"
OK
h,q 4.9
in h= 5.5 in
OK
h,eq= 4.1 in h= 5.5
in OK
'h= 9 in
Use
2 2x6 #2 HF
Use 2 51/2
MLJ
Use 1
700 Series
Steven B. Brown & Associates
Consulting Engineers
Project: Standard 24'x 24' Ranch Gar Project* TS -96271
Page: 8
of 16
Subject: Headers'
Designed by: SB
Date: 3/15/2002
Checked by:
Date:
Beam 1 10' Header
Truss bearing wall
Loads:Roof
Dead Load 10 psf
_
Live Load 30 psf
Total Load 40 psf
Beam Span, L
10.25
ft
Tributary Width
13.00
ft
Other Load, w2
30.00
plf
Uniform Load, w
w=Trib Width * TL+w2= 550.00
plf
CD Defl. Limit
Max Moment
M=w L2/ 8= 7223.05
ft*Ib
1.15
L / 240
Max Shear
R=V=w L / 2= 2818.75
Ib
#2 Hem Fir
Microllam
LamHeader Series
2x12
191/4 IW I
2100 ►
Fby Cf
Fby
Cf
Fbv
Cf
Fe ,psi= 977.5 850 1
Fe ,psi= 3097.7
2600
1.04
Fb ,psi=
1552.5 1500
0.9
F„',psi = 86.25 75
F,', psi = 327.75
285
F„',psi =
218.5 190
E, psi= 1,300,000
E, psi= 1,900,000
E, psi=
1,900,000
b= 3.0 in '
b= 3.5
in
b= 3.5 in
Srry= 88.7 in3 S= 63.3 in3
NG
S,-- 28.0 in3 S= 49.9
in3
OK
Sre4 55.8 0
S= 115.1 in3
OK
Are¢ 49.0 in A= 33.8 in
NG
Arm 12.9 in' A= 32.4
in
OK
Are, 19.4 int
A= 22.5 in
OK
1, 205.0 in 1= 356.0 in"
OK
leq= 140.3 in' 1= 230.8
in'
OK
1', 140.3 in"
1= 862.9 in"
OK
hrey= 16.3 in h= 11.3 in
NG
hreq 7.8 in h= '9.3
in
OK
h= 15 in
Does Not Work
2 2x12 #2 HF
Use 2 91/4
M -L-1
Use 1
2100 Series
Beam 2 10' Header
End wall
Loads:
Dead Load 10 psf
Roof
Live Load 30 psf
Total Load 40 psf
Beam Span, L
10.25
ft
Tributary Width
2.00
ft
Other Load, w2
70.00
plf
Uniform Load, w
w=Trib Width * TL+w2= .150.00
plf
Co Defl. Limit
Max Moment
M=w L2/ 8= 1969.92
ft*Ib
1.15
L / 240
Max Shear
R=V=w L / 2= 768.75
lb
#2 Hem Fir
Microllam r
LamHeader Series
2x8 I s
5 1/2 �
700
Fb,� Cf
Fb,v
Fb y
Cf
Fe ,psi= 1173.0 850 1.2
Fti ,psi= 2990.0
2600
Fb ,psi=
603.8 525
1
F„',psi = 86.25 75
F„',psi = 327.75
285
F„',psi =
161 140
E, psi= 1,300,000
E, psi= 1,900,000
E, psi=
900,000
b= 3.0 in
b= 3.5
in
b= 3.5 in
Sre4= 20.2 in3 S= 26.3 in3
OK
Sre¢ 7.9 in3 S= 17.6
in3
OK
S, 39.2 in3
S= 39.3 in3
OK
Arra 13.4 in A= 21.8 in'
OK
A, 3.5 in A= 19.3
int
OK
Are¢ 7.2 in
A= 13.5 int
OK
Irerr 55.9 in' 1= 95.3 in
OK
Ireq_ 38.3 in" 1= 48.5
in"
OK
Irk 80.8 in'
1= 176.6 in'
OK
'hfeq= 6.3 in h= 7.3 in
OK
hrey= 5.1 in h= 5.5
in
OK
h= 9 in
Use 2 2x8 #2 HF
Use 2 51/2
ML
Use 1
700 Series
Steven B. Brown & Associates
Consulting Engineers
Project: Standard 24'x 24' Ranch Gar Project #: TS -96271 Page: 9 of 16
Subject: Headers Designed by: SB Date: 3/15/2002
Checked by: Date:
Beam 1 12' Header. Truss bearing wall
Loads: Roof - Dead Load 10 psf
Live Load 30 psf
Total Load 40 psf
Beam Span, L
Tributary Width
Other Load, w2
Uniform Load, w
Max Moment
Max Shear
#2 Hem Fir
2x12 �
Fb,„ Cf
Fb ,psi=
12.25
ft
F„ °, psi =
13.00
ft
E, psi=
30.00
plf
w=Tdb Width ' TL+w2=
550.00
plf
M=w L2/ 8=
10316.80
ft" Ib
R=V=w L / 2=
3368.75
Ib
Ire¢ 350.0
Microllam
356.0 in'
hfeq 19.5
in h=
191/2
OK
Does Not Work!
A,
2 2x12 #2 HF
Fb ,psi=
977.5
850 1
F„ °, psi =
86.25
75
E, psi=
1,300,000
327.75 285
w=Tdb Width = TL+w2=
b=
3.0 in
Sf cr- 126.7
in3 - S=
63.3 in3
Afeq_ 58.6
in A=
33.8 in
Ire¢ 350.0
in' 1=
356.0 in'
hfeq 19.5
in h=
11.3 in
OK
Does Not Work!
A,
2 2x12 #2 HF
Fb,,, Cf
Use 2 91/2 ML
Beam 2 12' Header End wall
Loads: Roofv Dead Load 10 psf
Live Load 30 psf
Total Load 40 psf
Beam Span, L
Tributary Width
Other Load, w2
Uniform Load, w
Max Moment
Max Shear
#2 Hem Fir
2x10 I ;
. Fb,„ Cf
Fe ,psi= 1075.3 850 1.1
F„',psi = 86.25 75
E, psi= 1,300,000
b= 3.0 in
Sfeq= 31.4 in S= 42.8 in
A,eq= 16.0 in A= 27.8 in
Ireq= 95.4 in' 1= 197.9 in'
hfeq 7.9 in h= • 9.3 in
Use 2 2x10 #2 HF
12.25
Fti ,psi=
3086.5 2600
1.03
ft
E, psi=
F, %psi =
327.75 285
w=Tdb Width = TL+w2=
150.00
plf
E, psi=
1,900,000
ft'Ib
R=V=w L / 2=
918.75
Ib
b= 3.5 in
Microllam
NG
S,e¢
40.1 in3
S= 52.6 in
OK
NG
A,
15.4 in
A= 33.3 int
OK
OK
I,eq=
239.5 in
1= 250.1 in
OK
NG
hfeQ
9.4 in
h= 9.5 in
OK
Use 2 91/2 ML
Beam 2 12' Header End wall
Loads: Roofv Dead Load 10 psf
Live Load 30 psf
Total Load 40 psf
Beam Span, L
Tributary Width
Other Load, w2
Uniform Load, w
Max Moment
Max Shear
#2 Hem Fir
2x10 I ;
. Fb,„ Cf
Fe ,psi= 1075.3 850 1.1
F„',psi = 86.25 75
E, psi= 1,300,000
b= 3.0 in
Sfeq= 31.4 in S= 42.8 in
A,eq= 16.0 in A= 27.8 in
Ireq= 95.4 in' 1= 197.9 in'
hfeq 7.9 in h= • 9.3 in
Use 2 2x10 #2 HF
Co I Defl. Limit
1.15 L/- 240
LamHeader Series
2200 IV
12.25
ft
Fby
2.00
ft
E, psi=
70.00
plf
w=Tdb Width = TL+w2=
150.00
plf
M=w 12/ 8=
2813.67
ft'Ib
R=V=w L / 2=
918.75
Ib
1,900,000
Microllam
1
2200 Series
71/4
OK
Sreq=
11.3 in'
Co I Defl. Limit
1.15 L/- 240
LamHeader Series
2200 IV
FbV
Fe ,psi=
Fby
F„',psi =
218.5 190
E, psi=
Fe ,psi=
2990.0 2600
b= 3.5 in
S,eq= 79.7 in'
S= 126.5 in
F„',psi =
327.75 285
Ife¢ 239.5 in
1= 948.4 in'
E, psi=
1,900,000
Not Work!
1
2200 Series
b= 3.5 in
OK
Sreq=
11.3 in'
S= 30.7 in
OK
OK
Afeq=
4.2 in
A= 25.4 in
OK
OK
Ifeq=
65.3 in"
1= 111.1 in'
OK
OK
hfeq=
6.1 in
h= ' 7.3 in
OK
Use 2
71/4 ML
Co I Defl. Limit
1.15 L/- 240
LamHeader Series
2200 IV
C.
FbV
Fe ,psi=
1552.5 1500
F„',psi =
218.5 190
E, psi=
1,900,000
Af,
b= 3.5 in
S,eq= 79.7 in'
S= 126.5 in
AfeQ_ 23.1 in
A= 22.5 in
Ife¢ 239.5 in
1= 948.4 in'
h= 15 in
Does
Not Work!
1
2200 Series
C.
I Defl. Limit
1.15
L/ 240
0
M•
OK
NG
OK
LamHeader Series
800 IW
Fb,„ Cf
Fe ,psi= 1190.3 900 1.15
F„',psi = 161 140
E, psi= 1,200,000
Use 1 800 Series
b=
3.5 in
,f,
28.4 in3
S=
39.3 in OK
Af,
8.6 in
A=
13.5 in OK
Ifeq
103.4 in'
1=
176.6 in' OK
h=
9 in
Use 1 800 Series
Steven B. Brown & Associates
Consulting Engineers
Project: Standard 24'x 24' Ranch Gar Project #: TS-96271
Page: 10
of 16
Subject: Headers
Designed by: 'SB
Date: 3/15/2002
•
Checked by:
Date:
Beam 1 14' Header
Truss bearing wall
Loads:
Dead Load 10 psf
Roof -
Live Load 30 psf
Total Load 40 psf
Beam Span, L
14.25
ft
Tributary Width
13.00
ft
Other Load, w2
30.00
plf
Uniform Load, w
w=Trib Width * TL+w2= 550.00
plf
CD I Defl. Limit
Max Moment.
M=w 1-2/ 8= 13960.55
ft*Ib
11.151
L/ 240
Max Shear
R=V=w L / 2= 3918.75
Ib
#2 Hem Fir
Microllam
LamHeader Series
2x12
111/4
2200
Fb,,, Cf
Fb„
Cf
Fb,,,
Cf
Fb' ,psi= 977.5 850 1
Fti ,psi= 3016.4
2600
1.01
Fti ,psi=
1552.5 1500
0.9
F„', psi = 86.25 75
F„ ',psi = 327.75
285
F„ ', psi =
218.5 190
E, psi= 1,300,000
E, psi= 1,900,000
E, psi=
1,900,000
b= 3.0 in
b= 3.5
in
b= 3.5 in
S,e¢ 171.4 in3 S= 63.3 in3
NG
Sferr- 55.5 0 S= 73.8
in3
OK
S,e¢ 107.9 in3
S= 126.5 in3
OK
Afe¢ 68.2 in A= 33.8 in
NG
A/e¢ 17.9 int A= 39.4
int
OK
Ai cr- 26.9 in
A= 22.5 in
NG
Ire¢ 550.9 in 1= 356.0 in'
NG
Ire¢ 376.9 in' 1= 415.3
in'
OK
I, q= 376.9 in'
1= 948.4 in'
OK
h,eq= 22.7 in h= 11.3 in
NG
h1eQ 10.9 in h= 11.3
in
OK
h= 15 in
Does Not Work!
Does
Not Work!
2 2x12 #2 HF
Fuse 2 111/4
IVILI
F 1
2200 Series
Beam 2 14' Header
End wall
Loads:
Dead Load 10 psf
Rif
Live Load 30 psf
_
Total Load 40 psf
Beam Span, L
14.25
ft
Tributary Width
2.00
ft
Other Load, w2
70.00
plf
Uniform Load, w
w=Trib Width * TL+w2= 150.00
plf
CE) Defl. Limit
Max Moment
M=w 12/ 8= 3807.42
ft*Ib
11.151
L/ 240
Max Shear
R=V=w L / 2= 1068.75
lb
#2 Hem Fir
Microllam
LamHeader Series
2x10
71/4 �
800
�
Fb,� Cr
Fb„
Fb„
Cf
Fb ,psi= 1075.3 850 1.1
Fb ,psi= 2990.0
2600
Fe ,psi=
1190.3 900
1.15
F„',psi = 86.25 75
F,,',psi = 327.75
285
F, ',psi =
161 140
E, psi= 1,300,000
E, psi= 1,900,000
E, psi=
1,200,000
b= 3.0 in
b= 3.5
in
b= 3.5 in
SreQ_ 42.5 in3 s= 42.8 in3
OK
Sfe - 15.3 in3 S= 30.7
in3
OK
S1e¢ 38.4 in3
S= 39.3 in3
OK
Amq-- 18.6 in A= 27.8 in
OK
A,e¢ - 4.9 in A= 25.4
int
OK
A,e¢ 10.0 in
A= 13.5 in
OK
Irey_ 150.2 in' i= 197.9 in'
OK
Ire¢ 102.8 in" i= 111.1
in'
OK
I,e¢ 162.8 in'
1= 176.6 in'
OK
hfea 9.2 in h= 9.3 in
OK
tr,= 7.1 in h= 7.3
in
OK
h= 9 in
Use 2 2x10 #2 HF
Use 2 71/4
ML
Use 1
800 Series
Steven B. Brown & Associates
Consulting Engineers
Project: Standard 24'x 24' Ranch Gar Project #: TS -96271
Subject: Headers Designed by: SB
Checked by:
Beam 1 16' Header Truss bearing wall
Loads:Roflf - Dead Load 10 psf
Live Load 30 psf
Total Load 40 psf
Beam Span, L
Tributary Width
Other Load, w2
Uniform Load, w
Max Moment
Max Shear
#2 Hem Fir
2x12 �
Fb,„ Cf
Fe ; psi= 977.5 850 1
F„ %psi = 86.25 75
E, psi= 1,300,000
b= 3.0 in
Sreq= 229.8 in S= 63.3 in'
AfeQ= 78.9 in A= 33.8 int
Ire,= 855.2 in' 1= 356.0 in
hf, 26.3 in h= 11.3 in
Does Not Work!
2 2x12 #2 HF
Flay Cf
Fb ,psi= 2928.0 2600 0.98
F„',psi = 327.75 285
16.50
ft
1,900,000
13.00
ft
1552.5 1500
30.00
plf
w=Trib Width * TL+w2=
550.00
plf
M=w► L2/ 8=
18717.19
ft*Ib
R=V=w L / 2=
4537.50
Ib
A= 49.0 int
Microllam
NG
Ire,=
14
1= 800.3 in
OK
Flay Cf
Fb ,psi= 2928.0 2600 0.98
F„',psi = 327.75 285
Use 2 14 ML
Beam 2 16' Header
End wall
E, psi=
1,900,000
Fb,„
Fb' ,psi=
1552.5 1500
Dead Load 10 psf
b= 3.5 in
E, psi=
NG
sreq_
J6.7 in
S= 114.3 in
OK
NG
A,
20.8 in'
A= 49.0 int
OK
NG
Ire,=
585.2 in'
1= 800.3 in
OK
NG
hfeQ
12.6 in
h= 14.0 in
OK
Use 2 14 ML
Beam 2 16' Header
End wall
1.15
Loads:
Fb,„
Fb' ,psi=
1552.5 1500
Dead Load 10 psf
218.5 190
E, psi=
Roof
1W
b= 3.5 in
Sfe,_ 144.7 in
S= 126.5 in
AfeQ_ 31.1 in
A= 22.5 in
Ifeq= 585.2 in'
I= 948.4 in'
Live Load 30 psf
h= 15 in
Does Not Work !
1
2200 Series
Total Load 40 psf
Beam Span, L
16.25
ft
Tributary Width
2.00
ft
Other Load, w2
70.00
plf
Uniform Load, w
w=Trib Width * TL+w2= 150.00
plf
Max Moment
M=w 1-2/ 8= 4951.17
ft*Ib
Max Shear
R=V=w L / 2= 1218.75
Ib
#2 Hem Fir
Microllam
2x12
91/4
Fb,v Cf
Fb,v
Fe ,psi= 977.5 `850 1
Fti ,psi= 2990.0
2600
F„ ', psi = 86.25 75
F,', psi = 327.75
285
E, psi= 1,300,000
E, psi= 1,900,000
b= 3.0 in
b= 3.5
in
Sreq= 60.8 in S= 63.3 in'
OK
Sreq 19.9 Ina S= 49.9
Ina OK
AfeQ= 21.2 in A= 33.8 in
OK
Afeq 5.6 in A= 32.4
in OK
Ireq= 222.8 in° 1= 356.0 in° ;
OK
Ifeq= 152.4 in' 1= 230.8
in' OK
hr ,= 11.0 in h= 11.3 in
OK
h,ey= 8.1 in h= 9.3
in OK
Use 2 2x12 #2 HF I I Use 2 91/4 ML
Page: 11 of 16
Date: 3/15/2002
Date:
CID
I Defl. Limit
1.15
L/ 240
LamHeader Series
2200
Fb ,psi=
1035.0 900
Fb,„
Fb' ,psi=
1552.5 1500
F„',psi =
218.5 190
E, psi=
1,900,000
S= 63.8 m3
b= 3.5 in
Sfe,_ 144.7 in
S= 126.5 in
AfeQ_ 31.1 in
A= 22.5 in
Ifeq= 585.2 in'
I= 948.4 in'
h= 15 in
Does Not Work !
1
2200 Series
Co I Defl. Limit
11.151--L/ 240
LamHeader Series
1200
Use 1 1200 Series
NG
NG
OK
Cf
1
OK
OK
OK
o,v
Fb ,psi=
1035.0 900
F„',psi =
161 140
E, psi=
1,200,000
b= 3.5 in
SfeQ= 57.4 in
S= 63.8 m3
AMP 11.4 in
A= 18.0 in
Ife¢ 241.4 in
1= 382.5 in
h= 12 in
Use 1 1200 Series
NG
NG
OK
Cf
1
OK
OK
OK
Steven B. Brown & Associates
Consulting Engineers
Project: Standard 24' x 24' Ranch Garage Project #: TS -96271 Page: 12 of 16
Subject: Designed by: SB Date: 3/15/2002
Checked by: Date:
Anchor_ Bolts Assume walls take shear in proportion to their length.
Reaction Rv is the same for each segment in a wall line.
Anchor Bolt Diameter, in 5/8
Width
Pwind
Wall A
w.
L
Lengths, ft =
11
Rv Rh TRV
Width= 11
ft
Total, ft 11 Height= 8.1
ft
Rh=Pwind= 1510
Ib
Rv= . 1112
Ib
Rv<1500 -> 5/8" AB
A.B. Interaction No Holdowns Required
1510 / 3 / 2750+1112 / 1500= 0.92
<1 OK
# of 5/8" A.B. = 1
A.B. Spacing= Code Min of 6'0.C.
Width
Pwind
Wall C
L
rn
ft i
Rv Rh tv
Width= 8 ft
Total, ft 8 Height= 8.1 ft
Rh=Pwind= 1 b84.0 Ib
Rv= 1098 Ib
Rv<1500 -> 5/8" AB
A.B. Interaction No Holdowns Required
1084 / 3 / 2750+1098 / 1500= 0.86 <1 OK
# of 5/8" A.B. = 1
A.B. Spacing= Code Min of 6' O.C.
Width
Pwind -
Wall B
w
L
3ngths, ft =
4
TlY
f —
Rv Rh Rv
Width= 4 ft
Total, ft 8 Height= 8.1 ft
Rh=Pwind= 755.0 Ib
Rv= 1529.0 Ib
Rv<3610 -> PHD2
A.B. Interaction Rv<"20 -> SSTB16
755 / 2 / 2750+1529 / 1500= 1.16 >1 NG
# of 5/8" A.B. = 1 .
A.B. Spacing= Code Min of 6'0.C. ,
Width
Pwind
Wall D
L
m
Segment Lengths, ft =
8
I
Rv ♦ Rh TIRV
Width= 8 ft
otal, ft 8 Height= 8.1 ft
Rh=Pwind= 1084.0 Ib
Rv= 1098 Ib
Rv<1500 -,> 5/8" AB
,.B. -Interaction No Holdowns Required
1084 / 3 / 2750+1098 / 1500= 0.86 <1 OK
# of 5/8" A.B. = 1
A.B. Spacing= Code Min of 6' O.C1
Soil Bearing Pressure Footing Width, in = 12
Soil Bearing Pressure Under Footing=(Roof & Loft DL+LL) Width/2 + Wall Wt x Wall Ht + Footing Wt
Soil Bearing Pressure Under Footing= * 786. psf < 1000 psf Good
Steven B. Brown & Associates
Consulting Engineers
Project: Standard 24'x 24' Ranch Garage Project #:
TS -96271
Page:
13 of 16
Subject: Lateral Analysis Designed by:
SB
Date:
3/15/2002
Checked by:
Date:
Wall Height, ft 8.1 Building Width, ft
24
Building Length, ft
24
Roof DL, psf 10 Wall DL, psf
10
Seismic Zone
4
Roof Pitch, in/ft 4 Roof Height Above Top of Wall, ft
4.00
Shortest Wall, ft= 4
Seismic
Wind
UBC ' 97 Base Shear Eq. 30-5
UBC ' 97
Wind Pressure Eq. 20-1
UBC ' 97 Load Combinations 1612.3.1: E/1.4
V=(2.5Ca/R)W/1.4
P=CeCggslw
P = 1.00
Wind Speed= 85
mph
Exposure B
Ca=.44 x Na
Cq walls = 1.3
Na= 1.1 UBC Sec 1629.4.2
Cq roof= 1.5
Ce =
0.62
Ca 0.48
Iw = 1
qs =
18:5 psf
R= 5.50
Pwans = 14.93
psf
W=RoofoL x Width x Length + 2 (Width+Length) Height/2 x WallDL
Proof = 17.23
psf
W= 9648.0 Ib
Minimum Wind Wall Shear (Wind Against Gable End)
Seismic Wall Shear V=Pwalls x Width x (Wall Ht/2+Roof Ht/2)
V= 1516.1 Ib V= 2L,6_8,,9 Ib
- Wind Controls
4._0_0
Shear Diaphragms
-14 12.6\ ;12
Roof
Pwind wall= Palls x Wall Ht/2 x Building Len/2
4.00 ft
Pwind wall= 725.7 Ib
Pwind roof --Proof x 4/12.65 x Building Width/2 x Building Len/2
Pwind roof= 784.5 Ib 8.1 ft
htotal=Pv✓ind wall+Pwind roof
Ptotai= 1510.2 Ib
Wind Load Along Top -of Long Wall, W= 125.9 plf
M roof diaphragm = - 9,061 ft"llb
V roof diaphragm = 62.9 Ib/ft
8d@6" and 12" Field „ Using 15/32" Plywood
`Chord.Stress= 71.9 psi < 525 psi
hord Splice Nailing=. 4 - 16d Nails Each Side of Splice
Drag Strait Nailing= 6 " O.C. w/ 16d
Minimum Shear Wall Nailing Requirements using Duratemp
8d @ 6" Edges and @ 12" Field - has 213 plf Capacity
Wall A Length, ft = 11 Duratemp with
V Wall A, Of = 137.3 Min Nailing
Number of A35 along Wall A = 4
Bearinq Walls
Wall C Length, ft = 6 Duratemp with
V wan c, Of = 135.5 Min Nailing
OK
� wind roof
wind wall
2
v
M
for #2 Hem Fir
Wall B Length, ft = 8 Duratemp with
V wan e. Of = 188.8 Min Nailing
Number of A35 along Wall B = 4
Wall D Length, ft = 8 Duratemp with
V Wall D, Of = 135.5 Min Nailing
h
Steven B. Brown & Associates
Consulting Engineers
Project Standard 24'x 24' Ranch Garage Project #: TS -96271 Page: 14 of 16
Subject: Designed by: SB Date: 3/15/2002
Checked by: Date:
Wall Height, ft 8.1 Building Width, ft 24 Building Length, ft 24
Roof DL, psf 10 . Wall DL, psf 10 Floor DL, psf 50
Truss / Rafter Ties
Wind Uplift= (12/12.65*0.9*Pwind-0.9*Roof 0L)*Width8WIdi„ g/2*2
Wind Uplift= 137.05 lb
Uplift<365 Ib. Use H2.5 Ties
Overturning 4.00
----
t Up wind
12.6 12
4.00 ft
P wind
8.1 ft � DL
24 ft
R, R2
WDL=(90%)(Roof+Walls+Floor) for 1/2 the Building ,
Pwind=P total (see Lateral calcs)
Up wind=(vert component x Cq) P Area/2=12/12.65 x .9 P Width xLength/2
MOT= P wind x Ht + Up wind x Width/2
Mres=WDL x Width/2
Mres/MoT= 3.62 OK 1.5 x MOT= 94,602 ft*Ib
Mor
Want =1.5
Mres
WDL= 19051.2 Ib
Pwind= 1510 Ib
Up wind= 4236 Ib
Mo -r= 63,068 ft*Ib
Mres 228,614 ft*Ib
Steven B. Brown & Associates
Consulting Engineers
Project:
Standard 24'x 24' Ranch Garage
Project #:
TS -96271
Page:
15
of 16
Subject:
Lam Header Design tables
Designed by:
SB
Date:
3/15/2002
Checked by:
Date:
2X4
LAMHEADER ALLOWABLE DESIGN PROPERTIES
(100%
Load Duration)
BEAM
GRADE/
DEPTH
FLANGE
FLANGE
WEB
WEB
AREA
E I
S
SHEAR
MOMENT WEIGHT
MATERIAL
WIDTH
DEPTH
DEPTH
WIDTH
-
(in)
(in)
(in)
(in)
(in)
(int)
(psi) (in")
(in')
(Ibs)
(in -lbs)
(Ib/lin ft)
700
Stud WW
9
3.5
1.5
6
1.5
19.50
900,000 176.63
39.25
2,730
20,606
4.5
800
Sel Str WW
9
3.5
1.5
6
1.5
19.50
1,200,000 176.63
39.25
2,730
40,624
4.5
900
Set Str DF
9
3.5
1.5
6
1.5
19.50
1,900,000 176.63
39.25
3,705
67,706
4.5
1000
Stud WW
12
3.5
1.5
9
1.5
24.00
900,000 382.50
63.75
3,360
33,469
5.5
1100
Stud WW
12
3.5
3
6
1.5
30.00
900,000 468.00
78.00
4,200
40,950
6.9
1200
Sel Str. WW
12
3.5
1.5
9
1.5
24.00
1,200,000 382.50
63.75
3,360
57,375
5.5
1300
Sel Str. WW
12
3.5
3
6
1.5
30.00
1,200,000 468.00
78.00
4,200
70,200
6.9
1400
Set Str DF
12
3.5
1.5
9.
1.5
24.00
1,900,000 382.50
63.75
4,560
95,625
5.5
1500
Set Str DF
12
3.5
3
6
1.5
30.00
1,900,000 468.00
78.00
5,700
117,000
6.9
2000
Set Str. WW
15
3.5
3
9
1.5
34.50
1,200,000 862.88
115.05
4,830
93,191
7.9
2100
Set Str DF
15
3.5
3
9
1.5
34.50
1,900,000 862.88
115.05
6,555
155,318
7.9
2200
Set Str. DF
15
3.5
4.5
6
1.5
40.50
1,900,000 948.38
126.45
7,695
170,708
9.3
2X4 LAMHEADER ALLOWABLE DESIGN PROPERTIES
(115%
Load Duration)
BEAM
GRADE/
DEPTH
FLANGE
FLANGE
WEB
WEB
AREA
E I
S
SHEAR
MOMENT WEIGHT
MATERIAL
WIDTH
DEPTH
DEPTH
WIDTH
(in)
(in)
(in)
'(in)
(in)
(in')
(psi) (W)
(in')
(Ibs)
(in-Ibs)
(Ib/lin ft)
700
Stud WW
9
3.5
1.5
6
1.5
19.50
900,000 176.63
39.25
3,140
23,697
4.5
800
Set Str WW
9
3.5
1.5
6
1.5
19.50
1,200,000 176.63
39.25
3,140
46,717
4.5
900
Set Str DF
9
3.5
1.5
6
1.5
19.50
1,900,000 176.63
39.25
4,261
77,862
4.5
1000
Stud WW
12
3.5
1.5
9
1.5
24.00
900,000 382.50
63.75
3,864
38,489
5.5
1100
Stud WW
12
3.5
3
6
1.5
30.00
900,000 468.00
78.00
4,830
47,093
6.9
1200
Set Str. WW
12
3.5
1.5 •
9
1.5
24.00
1,200,000 382.50
63.75
3,864
65,981
5.5
1300
Set Str. WW
12
3.5
3
6
1.5
30.00
1,200,000 468.00
78.00
4,830
80,730
6.9
1400
Set Str DF
12
3.5
1.5
9
1.5
24.00
1,900,000 382.50
63.75
5,244
109,969
5.5
1500
Set Str DF
12
3.5
3
6
1.5
30.00
1,900,000 468.00
78.00
6,555
134,550
6.9
2000
Set Str. WW
15
3.5
3
9
1.5
34.50
1,200,000 862.88
115.05
5,555
107,169
7.9
2100
Set Str DF
15
-3.5
3•
9
1.5
34.50
1,900,000 862.88
115.05
7,538
178,615
7.9
2200
Set Str. DF
15
3.5
4.5
6
1.5
40.50
1,900,000 948.38
126.45
8,849
196,314
9.3
}
Steven B. Brown & Associates
Consulting Engineers
Project: Standard 24'x 24' Ranch Garage Project #: TS -96271 Page: 16 of 16
Subject: Duratemp Designed by: SB Date: 3/15/2002
Checked by: Date:
Duratemp Siding & CDX Shear Wall Schedule
Based on I.C.B.O. Report No.: ER -4856 and A.P.A. Report
Thickness,
in
Nail Size,,
d
Nail
Spacing,
in
Allowable Allowable
Shearon Shearon
Hem Fir • Doug Fir
Studs, plf Studs, plf
1/2
8
6
213 260
1/2
8
4
312 380 (7)
1/2
8
3
402 (7) 490 (7)
1/2
8
2
525 (7) 640 (7)
.1/2
10
6
254 310
1/2
10
4
377 (7) 460 (7)
1/2
10
3
492 (7) 600 (7)
1/2
10
1 2
631 (7) 770 (7)
Notes:
1) Use 5/8" dia. Anchor Bolts at Spacing = (880 x 1.33) / (Actual Wall Shear), in feet
2) Use plate washers with a min. of 2" x 2"=X V at each anchor bolt in shear walls.
3) Use 16d common nails at bottom plate nailing into wood framing below.
Spacing=(141 x 1.33 x 12) / (Actual Wall Shear), in inches
4) Duratemp shall be installed per I.C.B.O. Report No.: ER -4856
5) Duratemp shear panels shall be nailed with common nails at all edges as noted and
nailed at 12" o.c. at intermediate framing members. t
6) Nails shall be common or galvanized box nails.
7) Framing members shall be minimum 3x lumber at abutting panels and at foundation
sill plates. Edge nailing shall be staggered.
10
RESIDENTIAL
58-66-11 1294-91P,E
ORUM, Bill
218 Rich Gulch Rd, Oroville
(utilities for travel trailer)
I
t
ti
OFFICE COPY
Address
`
=BY --\— Date I
ELECTRIC
Meter By—„eI DateGs
}
JOB FINALED (Date) 1
Signature ircrr_o` C
1/
=OK,
0 ='Not OKNot
.
'=Not Readyable 'MOBILE HOMES
Date MOLE HOME UTILITIES (Plans) OK except #'s
1�ng Requirements -Setbacks -Easements
2_saifs; special MH Support Sketch
3. S r; Location -Test -Fall -C/O Concrete '
ter; Location -Test -Easement Needed (Sketch)
vf Electricity; Location-Clearences-Grnd mp-Concrete
6. Gas, - : / P'L"ft.
/ /"Nat. or/ /"L"ft. /"LPG
7. Utility Clearance
Date Card B-1 Date Card B-1
Date o 7JL/Gl, Card B-1 Date Card B-1
Date 'MOBILE HOME INSTALLATION (Plans) OK except tt'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
S. 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. Exits; Insp.-Sketch
10. Cert. of Occupancy
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 N's
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rttrs.-Connectors
Shthg.-Rfg.-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg; Sils-Anchors-Studs-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 If's
1. Setbacks -Easements
2 Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distances-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
-J=QI{i
O= Not Applicable
' = Not Ready RESIDENTIAL- (;
Date
UNDERFLOOR (Plans) OK except #'s
1. Zoning -Setbacks -Easements -Flood -Slope
2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth
5. Stemwalls, Main; Steel-Blockouts-Wrapped
6. Stemwalls, Garage; Steel -Bloc kouts-Wrapped
J
6a. Hold Downs and Special Anchors
.•
7. Slab; Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test
10. Gas Pipe; Size -Anchors
11. Water Pipe; Test -Anchor -Regulator -Service Test
12. Electric; Underground
13. Pienums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
15. Insulation
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
16. Water Htr.; Vent -Access -Combustion Air -Baffle
17. Water Pipe; Test & Anchor -Nail Protection
„j
18. D.W.V.; Test -Fittings & Anchor -Nail Protection
19. Shower Pan; Test, First Floor -Tub Access
20. Test Tub & Shower, Second Floor -Tub Access
21. Gas Pipe; Size & Anchors
Date
Card B71 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
22. Fixture & Transformer Clearance -Ins. Protection
23. Elec. Receptacles Spacing -Lights & Switches at Doors
24. Size Boxes & No. of Conductors -Stapled
25. Romex Installed Close to Edge of Studs & C.J.
26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water
27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI
28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga.
Cu or At
29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al.
Insulated Neutral ❑ Yes ❑ No
30. Service -Riser Conductors & Ground -Main Disconnect
31. Equip. Clearances Panels-Motors-Mech. Equip.
32. Clothes Closet Light -Shower Light -Spa Light
33. Smoke Detector
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #'s
34. A.C. Ducts Insulation & Support
35. Vent Fan; Exhaust above insulation
36. Condensate Drain & Overflow; Size & Grade
37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet
38. Attic Access & Platform if Furnance in Attic
Date
Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FRAMING (Plans) OK except #'s
39. Sils. Proper Material & Anchors
40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound
41. Bearing Walls over Girders & Floor Nailing
42. Draft Stop in Walls (rat proof)
43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub
44. Headers & Beam -Size & Bearino
(NOTE: An entry must be made
>ingle & Duplex)
Date FRAMING (Continued)
45. Hangers -Post Caps -Anchors -Connectors
46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring.
47. Fireplace Ties or Type A Flue -Fireplace Throat clearance
48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
50. Garage Fire Protection Framing
51. Property Line Firewall & Openings
52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits
53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers
55. Siding -Nailing Veneer
56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
57. Glazing Area -Glass Protection -Skylights -Plastic.
58. Shear Walls; Nailing -Bolts
59. Insulation -Walls -Ceilings
60. 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
61. Ext. Steps -Door & Sidelight Protection -Landings
62. Smoke Detector
63, Furnace; Vents -Clearance -Comb. Air -Connector -
In Garage; Above Floor -Ducts -Mach. Protection
64. Bedroom Exiting
65. G.F.I. & Bath Fixtures & Tub Access -Spa
66. Elec. Trim & Subpanel; Breaker Sizes & Labels
67. Stairs & Rails
68. Fireplace or Stove; Clearances -Hearth
69. Elec. Outlets at Wood Panel; Int. & Ext.
70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance
71. Elec. Outlets & Receptacles at Kit. Counter
72. Garage Fire Door; Swing -Landing -Closer
73. A.C. Duct in Garage -Damper
74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.
In Garage; Above Floor-Mech. Protection
75. Plb., Elec. & Mech. Equip. Listed for Location
76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection
77. Insulation -Foam -Looked in Attic ❑ Yes
78. Guard Rails & Deck Constryc Caps
79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth
Clearance Looked under Floor ❑ Yes
80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No;
Planters ❑ Yes ❑ No
81. Stucco; Brown -Finish
82. A.C. Unit; Disconnect, Electrical, Plumbing
83. Vents Above Roof; PIbg.-Appliance-Fireplace. -Cl earance to
Openings
84. Water Well; Disconnect, Electrical, Plumbing
85. Exterior Elec. Trim; G.F.I. Receptacle -Underground
86. Ventilation Throughout House
87. Glass Protection
88. Corrections from Previous Inspections
89. Gas Test -Meters Tagged; Gas -Electric
90. Water & Sewer Connected -C/O to Grade -HD Approval
91. 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:
! each time you visit job site)
Y COUNTY OF BUTTE
J DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Orovi Ile — Phone: 538-7541
747 Elliott Road, Paradise — Phone: 872-6307
CORRECTION NOTICE
OWNER, PERMIT NO.
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, please contact this office immediately.
Date4K Inspector �'
3y 5Y,
Date4K Inspector �'
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO.
�.a 7 County Center Drive - Orovllle, Callfornla 95985 - Telephone: 918/538-7541 Z__ 9 Y—W
APPLICATION AN%-!*ERMIT , T 1/
a
NUM0914
0 66 MT
9'26 t
ZON FR -10
BUILDING PERMIT
011110rum (408)
T IMMS
SO. FT. OCC. BUILDING VALUATION
OWZ2�gJoo�Stoc%R�t., Milpitas, CA 95035
CO�} TR ACTOR'S NAME
UnKnoWn
TELEPHONE
CONTRACTOR'S MAILING ADDRESS
Fireplace
CONSTRUCTION LENDER
one
UNKNOWN
Total Valuation is
Filing Fee $ }e!
LENDER'S MAILING ADDRESS
Permit Fee
$
ARfYHHIne CT OR ENGINEER
LICENSE NO.
Plan Checking Fee
$ 1 O
1
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BufiG Rich sdulch Road, Oroville
Permit fee
$
PLUMBING PERMIT Filing Fee 10.00
Each Trap
2.00
Solar or heat pump water heater
20.00
LOT NO.
11
SUBDIVISION NAMPARCEL
Deer Peak Est.
MAP
RY�
Water piping
5.00
Each qas water heater or vent
5.00
USE OF STRUCTURE
SF F1Duplex❑ Mobilehomeyk Other
SPECIFY
Gas piping system 1 - 5 outlets
5.00
Building sewer
5.00
Mobile Home S G W I
O.00ea
4
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ UtilitiesH Installation❑ Other ❑
Describe work: MHU for TT
Permit Fee
$ 40 00
Contractor
ELECTRICAL PERMIT
Filing Fee 10.00
Main service sDOV OR LESS
100 AMP OR LESS
10.00 10.00
Main service EA. ADD'L 100 AMP
2.50 2.50
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License No. Classification.
❑ I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
�for sale. (Sec. 7044)
1, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
NEW CONST. DWELLING OCCUP.tr
New DONS.' ( A BI
, hQsgft
ULT OUTLET
NON.RESID BRANCH CIRC ITS
2.50 ea
APPARATUS tr
(SINGLE OUTLET CIR.
(SINGLE
Ex. Occup\OUTLETS OR FIXTURES
2ALO
5AL030
\
Ex. Occup. OUTLETSP(RESID IRE A./
2.00
Temporary service
10.00
Mobile Home Facilities
15.00
Misc. Wiring
9
15.00
Permit Fee
$ 37.50
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
❑ 1 have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
Consent to Self -Insure.
hall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed.revoked.
Contractor
MECHANICAL PERMIT
Filing Fee 10.00
Heating .
Cooling
g
Hood
3.00
Ventilation
Permit Fee
$
Contractor
! I certify that I have read this application and state that the above information
y is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the County of
Butte to enter upon the above-mentioned property for inspection purposes.
1 also agree to save, indemnify and keep harmless the County of Butte against
all liab' ' ' judgme is c.ost.s�aa�-exile es which may in any way accrue
agai t said C o f the grantln s permit.
X Date l/
Signature o Applicant — Owner Contractor Agent
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST TYPE -
TOTAL F 92.5 '
I
HAL 1 CU66_PARK I SCHL
I F
I WPAR
PD
I D
Is
This permit is hereby issued under tne.applicable provi-
sions of the Butte County. Code and/or resolutions to do
work indicated abo a for which fees have been paid.
E, VORpf FYBLIC WORKS
f�
By Date ' 2 `
PE MIT EXPIRES Date ^2
Receipt No. 88891-92.50
WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT
} ;• -� -,, n '�• �x y++,.yw+.,�,_,n,x�rrY�r+^►ti`rg7.°"�"'- ;or. fir^.-•!r*++.r ., lv''.'+`"_'.,yX�?*' jam.+ �;�h ,-y.:�.... ,r -t,. M..,•� ...Y'.+t, *a..• .. n
Yr+
COUNTY OF BUTTE - DEPARTMENT'0411BLIC WORKS
4 -BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CRL4 A 95965 -TELEPHONE. 916/538-7541
PERMIT APPLICATION DATA SHEET
°
Permit No. -' 6600(
0
i OWNER
t L � �U �-.-=
A. P. No.
Proposed Building Use Building Inspector Date:l�T9/
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
DATE RECEIVED APPROVED
1.
All items have been submitted . ................................ ...
2.
Plot plans in duplicate/triplicate, signed by preparer of plans.
3.
Complete plans in duplicate/triplicate, signed by preparer. of plans . .
4.
Complete engineered plans and calcs, with wet signature on plans ..
5.
Hazardous Material Form ..........................................
6.
Energy Design Compliance and supporting documentation .........
f' 7.
Statement of Intent for Non -Heated and AC Buildings
8.
Engineered truss details and layout in duplicate (required prior to plan check)
9.
Mobilehome installation data including manufacturer's installation
t
instructions.
IF' 10.
Fees of $
11.
..... ...................
Chico Urban Area fees paid .......................................
12.
Park fees paid ....................................................
13.
School District fees paid ..............
14.
Sanitation approval from �►�%(�
Pp Health Department -G// A10
_>< 15.
City of Chico plumbing permit.
16.
Plot Ian and business license a ' r
p approval from City of
(see City for other requirements) "
.:` 17.
Planning approval for (A) Use: (B) Parking: ......
18.
19.
Improvements may be required. Contact Land Development Section DPW
a
Driveway permit (construction approval required prior,to occupancy) Le
20.
21.
Pre-Inspectiona� for required .,.. Pre -Ins quest to
Buildinggec. re Inspector (Date)
Contractor's license information (No., Name Style, Classification) �~ w-_-
22.
...
Certificate of Workmans Compensation,lnsurance ..... ? ...f.........
23.
24.
Owner -Builder Verification (Given:towner ❑, Mail to owner ❑) ..
Recorded copy of AgriculturahAcknowledgment Statement
25.
Letter of signature authorisation .•
. ...............................
26.
t
27.
When you issue the per it, process as follows: Mail to owner. Mail to contractor.
Telephone 263 - d�and hold for pickup at OAd office. Deliver w/inspector.
Copy of Haz-Mat,form sent Health Dept. Fire Dept. _Air Pollution Date
Copy of plans sent Health Dept. Fire Dept. Other Date By
The following data must be submitted prior to permit issuance: (Circle new item not checked above).
1. Index permit for above items No.
2. Additional items required: ,
I
Contractor, designer, owner, was advised of above required data by—phone---mai [—counter by .date
Contractor, designer, owner, was advised of above required data by_phone—mal l—counter by date
Plans checked by Date Checked by Date Pl s approved by A41 Date
Sets of plans on hold in File cabinett-11APfolder
Copy—DPW —
TO:, Building Department
FROM: Encroachment Permit Section
' r
RE: Driveway Clearance
owner location AP #
1
Driveway permit /1"n' 12a-e'W has been issued for the above property.
v 7k- lof�
s ij6 ature date
Building Department
Environmental Health
Sanitation Clearance
r(,
Owner.
Location AP
proved for: Sewage Disposal
al for:
earance O.R. for:
e for r
bedroom mobile Oome. Other
an
F
Water Supply %J�r
Water Supply
Water Supply
Date
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO.
7 County Center Drive - Oroville, Cellfornla 95985 - Telephone: 918/538.7541
058-666-611 APPLICATAN Aka PERMIT
ASSESSOR PAPICKL NUMBS - - - /
/
NDN
BUILDING PERMIT .-
OWNER I f I Q U M t(08
2(,3r TELEIPHON 3S
SO. FT. OCC. BUILDING VALUATION
OWNER'S MAILING ADDR SS
a2 W OLC� r'44_5 036
CONTRACTOR'S NAME TELEPHONE
CONTRACTOR'S MAILING ADDRESS
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation $
Filing Fee $ 10.00
LENDER'S MAILING ADDRESS
Permit Fee $
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee $/A®
C!
Energy Plan Checking Fee $
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty $
BUILDING A EDESS A n
•--�#IT•'- /�,'Roaal 0,eQ C.
,
Permit fee $
PLUMBING PERMIT Filing Fee 10.00
Each Trap
2.00
Solar or heat pump water heater
20.00
LOT NO.SUBDIVISION
1
NAME
feet &446.5 T
PARCEL MAP
Water piping
5.00
Each qas water heater or vent
5.00
USE OF STRUCTURE
SF ❑ Duplex[] Mobilehomek Other
sPECIFv
Gas piping system 1 - 5 outlets
5.00
Building sewer
5.00
Mobile Home S G
0.00ea
TYPE OF WOR
New❑ Addition /❑/� �Rf model❑ Utilities Installation❑ Other EJ
Describe work: IV, NI - V -Cbg- 17-7
Permit Fee $
Contractor
ELECTRICAL PERMIT Filing Fee 1 10.00
Main service 100V OR
00 AMP ORSLESS
10.006
0
Main service EA. ADD'L 100 AMP
2.50 �t b
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
El am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License No. Classification.
❑ I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
NEW CONST. DWELLING OCCUP.di
OR ACDNS. (ACC. BLDGS.
,/z¢sgft
NEW CONSTR ULTI.OUTLET
NO N•tiE SID BRANCH CIRC ITS
2.50 ea
POWER APPARATUS e
(SINGLE OUTLET CIR.
Ex. Occup( OR FIXTURES
20050t
eALO3o
FIXED APPLNS.
Ex. OCCUp. OUTLETS (RESID.)REA.J
2.00
Temporary service
10.00
Mobile Home Facilities
15.00 J�IQ 6
Misc. Wiring
g
15.00
Permit Fee
$ 3 (�
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
❑ 1 have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
❑ 1 shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to 4he W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed.revoked.
Contractor
MECHANICAL PERMIT
FiIingFee 10.00
Heating
Cooling
g
Hood
3.00
Ventilation
permit Fee
$
Contractor
1 certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, and expenses which may in any way accrue
against said County in consequence of the granting of this permit.
X Date
Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ I
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST TYPE
TOTAL FEE $ �°�
HAz.
CUA PARK
scHL
FIo
coF
PAR
PD
1 Ho.
ISSUE
This permit is hereby issued unser the applicable provi-
sions of the Butte County. Code and/or resolutions to do
work indicated above for which fees have been paid.
DIRECTOR OF PUBLIC WORKS
By Date
PERMIT EXPIRES Date
No. • 5�
7. -T. -.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT
�w-
y
.,X
This set of plans and specifications MUST
kept on the job at all times and it is unlawful tc
make any changes -or alterations on same with-
out written permission from the Department of
Public Works, County of Butte.
oArnanship Shall Be in
NOTE. Materials &ni ed Good Practice �^ th
A��°fC° with RSO for the S ea�f Codd �
uality prescribed M•
of a 'q ngplumbing
Ut;�rm W� �}rical Cod
ibe.IN °l
p
�P A setback of A ft. from the
C. T\ property lines and a setback of
C3 5o ft: from the road.
centerline shall be clear of
structures or equipment excePt 61
N
for 2 eaveovethl oBN
.. Alb �k
v
4
1294-4
BUTTE COUNTY �
BUILDJNG DEPARTMEN'
APPR VED
o� s12p,
�ci T� FrF: ytir3it 7i i C{ bns zntsi :o tg,,
'� �{i}'yY6ifttf i'1 ti ��1t, i^tril3 t� #5 #r_q 0. t nci tq4
x
;i hrtfi�tr7 Nati ;srIt atollf�a„�airw7a Ji1w tue
fttz )fort
� �FJ.f�rnnrr, +;o ►'�{ ,
d,;n t 0 iia
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ILI
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Return to DPW AGRICULTURAL STATEMMI OF ACKNOWLEDGEMENT
FOR RESIDENTIAL DEVELOPMNT
Section 26-8:1 of the Butte County Code,
requires this acknowledgement be recorded
prior to issuance of a building permit.
91-016809 .Rec Fee 5.00•
The property described herein is adjacent r Check 5. 00
to land or included within an area zoned Recorded
for agricultural purposes, and residents ' Official Records
of this property may be subject to incon- County of ;
veniences or discomfort arising from the i Butte ;
use of agricultural chemicals, including, Candace J. Grubbs
but not limited to herbicides, pesticides, Recorder
and fertilizers; and from the pursuit 12:06pm 30 -Apr -91 XX
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 agricul-
tural zones which have as a priority use for productive 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 'th-at real :property.*.situate in the County of Butte, State of California, described as
follows:
11 �)�
6A7�
°`�--- In�'
d -L
sol l J
0 to"
Date: / PROPE Y O NEK-_\
ED
State of On this the 30th day of APRIL 19 91 , before me, the
SS. undersigned Notary Public, personally appeared
County of )
IRIS ORUM
nPersonally known to me.f7l Proved to me on the basis
0FFICIt�L SE of satisfactory evidence.
Euna+••, A T
K. VANEE to be the person{( whose nameij is
NOTARYPUBLIC-CALIFORNIA subscribed to the within instrument and acknowledged that s e
BUTTE COUNTY executed the same for the purposes therein contained. IN WITNESS
�oN ` My Comm. ExptresJune20,1994 WHEREOF, I hereunto set my hand and official seal.
Present A.P. No. C -- ) /
Notary Public
END OF DOCUMENT
_. r ..