HomeMy WebLinkAbout064-360-018K
064-360-018
LAND DEVELOPMENT CLEARANCE
064-360-018 01-3091
MICHAELS, SEAN
lql�g NORWICH CIA-,I%-A-QALIA
"I ED
NSF 3BR SZ -1
I
AN&.WHEN RECOKDED Wf1L TO:
' BUTTE COUNTY BUILDING DIVISION
7 COUNTY ClsNTER DRIVE
OROVILLE, CA 95965
2003-0046400
Recorded
I REC FEE 16.00
Official Records
I
Count Of
CANDACEUTJ. GRUBBS
I
Recorder
I
ROSEMARY DICKSON
I
Assistant
I Andrew
02:45PM 15 -Jul -2003
I Page 1 of 4
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building
permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes,
and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals,
including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations
including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,
smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on
adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm
operations.
All that real property situate in the County of Butte, State of California, described as follows:
See attached for legal description
Da 2�� PROPERTY
L. Louttote
State of California
County of 3vn k e
On (0—gyp-03 before me,
personally appeared ),�\�� L, R&. Mke. i3o•, ",t R, (���"`F�i� personally
known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed
to the within instrument and acknowlee f d to me that he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/theigigriature(s) on the instrument, the person(s) or the entity upon behalf of which
the person(s) acted, e d t�se_441'�r ment.
WITNESS my hand a ofl A
Signature
A.P. 9 � 3 - 360- 0/F
--------------
DENISE M. PRICE
COMM #1341260
NOTARY FUMIC • CALIFORNIA
COUNTY OF BUTTE
commission Expkes Jan. 24, 2006
Q
=d
jot�-+A-0+e--
ALTA OWNERS POLICY ORDER NO. BU -208047 DMP
(REGIONAL EXCEPTIONS)
EXHIBIT "A"
THE LAND REFERRED TO IN THIS POLICY IS SITUATED N THE STATE OF CALIFORNIA,
COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS:
PARCEL I:
FARCEL 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FOURTEEN MILE HOUSE UNIT
3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED N THE OFFICE OF THE
RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 13, 2002,
N BOOK 155 OF MAPS, AT PAGE(S) 88, 89 AND 90.
EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PROPERTY:
COMMENCING AT THE SOUTHEAST CORNER OF PARCEL 3 AS SHOWN ON THE
AFOREMENTIONED MAP OF "FOURTEEN MILE HOUSE UNIT 3"; THENCE NORTH 881 24'3811
WEST ALONG THE SOUTH LINE OF SAID PARCEL 3, A DISTANCE OF 495.00 FEET TO A
POINT ON THE EAST LINE OF SAID EASEMENT, SAID POINT BEING THE TRUE POINT OF
BEGINNING; THENCE SOUTH 01° 35' 22" WEST ALONG SAID EAST EASEMENT LINE, A
DISTANCE OF 30.00 FEET TO THE SOUTHEAST CORNER OF SAID EASEMENT; THENCE
NORTH 880 24' 38" WEST ALONG THE SOUTH LINE OF SAID ROAD AND UTILITY
EASEMENT, A DISTANCE OF 259.73 FEET; THENCE LEAVING SAID EASEMENT LINE, NORTH
000 02' 28" EAST, A DISTANCE OF 79.49 FEET TO A POINT ON THE EAST LINE OF SAID
EASEMENT, SAID POINT BEING ON A CURVE CONCAVE TO THE NORTHEAST AND HAVING
A RADIAL BEARING OF NORTH 01° 35' 22" EAST; THENCE ALONG SAID EASEMENT LINE
AND ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET THROUGH A
CENTRAL ANGLE OF 880 27' 06", AN ARC LENGTH OF 30.88 FEET TO A POINT ON THE
NORTH LINE OF SAID EASEMENT; THENCE SOUTH 88° 24' 38" EAST ALONG SAID NORTH
EASEMENT LINE, A DISTANCE OF 241.88 FEET TO THE NORTHEAST CORNER OF SAID
EASEMENT; THENCE SOUTH 01° 35' 22" WEST ALONG THE EAST LINE OF SAID EASEMENT
A DISTANCE OF 30.00 FEET TO THE TRUE POINT OF BEGINNING.
ALSO EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PROPERTY:
COMMENCING AT THE NORTHEAST CORNER OF PARCEL 3 AS SHOWN ON THE
AFOREMENTIONED MAP OF "FOURTEEN MILE HOUSE UNIT 3"; THENCE NORTH 881 24'38"
'NEST ALONG THE NORTH LINE OF SAID PARCEL 3, A DISTANCE OF 313.69 FEET TO A
POINT ON THE EAST LINE OF SAID HUMBOLDT PARK DRIVE ROAD AND UTILITY
CONTINUED
PAGE 6
ALTA OWNERS POLICY
(REGIONAL EXCEPTIONS)
PARCEL I: - CONTINUED
ORDER NO. BU -208047 DMP
EASEMENT; THENCE LEAVING SAID NORTH PARCEL LINE, SOUTH 01'35'22" WEST ALONG
SAID EAST EASEMENT LINE, A DISTANCE OF 43.00 FEET TO THE TRUE POINT OF
BEGINNING; THENCE CONTINUING ALONG SAID EAST EASEMENT LINE, SOUTH 01° 35'22"
WEST, A DISTANCE OF 30.00 FEET TO THE SOUTHEAST CORNER OF SAID ROAD AND
UTILITY EASEMENT; THENCE NORTH 88° 24' 38" WEST ALONG THE SOUTH LINE OF SAID
ROAD AND UTILITY EASEMENT, A DISTANCE OF 96.96 FEET TO A POINT ON A CURVE
CONCAVE TO THE NORTH AND HAVING A RADIAL BEARING OF NORTH 01° 35'22" EAST;
THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 60.00 FEET THROUGH
A CENTRAL ANGLE OF 510 19' 04", AN ARC LENGTH OF 53.74 FEET TO A POINT OF
REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF
20.00 FEET THROUGH A CENTRAL ANGLE OF 510 19' 04", AN ARC LENGTH OF 17.91 FEET;
THENCE SOUTH 880 24' 38" EAST, A DISTANCE OF 34.51 FEET TO THE TRUE POINT OF
BEGINNING.
APN 063-360-018-000 (PORTION)
PARCEL H:
ROAD AND PUBLIC UTILITY EASEMENTS, FOR INGRESS AND EGRESS TO HIGHWAY 32 AND
FORTHE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, OPERATING AND MAINTAINING
A PRIVATE ROAD AND APPURTENANCES, PRIVATE STORM DRAIN FACILITIES, PRIVATE
SEWER LINES, PRIVATE WATER LINES AND OTHER PRIVATE FACILITIES ARE REQUIRED,
OVER HUMBOLDT PARK DRIVE AND BLACK OAK TERRACE, AS SHOWN ON THAT CERTAIN
MAP ENTITLED, "FOURTEEN MILE HOUSE UNIT 3, A PLANNED UNIT DEVELOPMENT",
WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF
BUTTE, STATE OF CALIFORNIA, ON DECEMBER 13, 2002, IN BOOK 155 OF MAPS, AT PAGE(S)
88, 89 AND 90.
EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I,
DESCRIBED HEREIN.
ALSO EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PROPERTY:
COMMENCING AT THE SOUTHEAST CORNER OF PARCEL 3 AS SHOWN ON THE
AFOREMENTIONED MAP OF "FOURTEEN MILE HOUSE UNIT 3"; THENCE NORTH 88° 24' 38"
WEST ALONG THE SOUTH LINE OF SAID PARCEL 3, A DISTANCE OF 495.00 FEET TO A
CONTINUED
PAGE 7
ALTA OWNERS POLICY
(REGIONAL EXCEPTIONS)
PARCEL II: - CONTINUED
ORDER NO. BU -208047 DMP
POINT ON THE EAST LINE OF SAID EASEMENT, SAID POINT BEING THE TRUE POINT OF
BEGINNING; THENCE SOUTH 010 35' 22" WEST ALONG SAID EAST EASEMENT LINE, A
DISTANCE OF 30.00 FEET TO THE SOUTHEAST CORNER OF SAID EASEMENT; THENCE
NORTH 880 24' 38" WEST ALONG THE SOUTH LINE OF SAID ROAD AND UTILITY
EASEMENT, A DISTANCE OF 259.73 FEET; THENCE LEAVING SAID EASEMENT LINE, NORTH
000 02' 28" EAST, A DISTANCE OF 79.49 FEET TO A POINT ON THE EAST LINE OF SAID
EASEMENT, SAID POINT BEING ON A CURVE CONCAVE TO THE NORTHEAST AND HAVING
A RADIAL BEARING OF NORTH 01° 35' 22" EAST; THENCE ALONG SAID EASEMENT LINE
AND ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET THROUGH A
CENTRAL ANGLE OF 880 27' 06", AN ARC LENGTH OF 30.88 FEET TO A POINT ON THE
NORTH LINE OF SAID EASEMENT; THENCE SOUTH 88° 24' 38" EAST ALONG SAID NORTH
EASEMENT LINE, A DISTANCE OF 241.88 FEET TO THE NORTHEAST CORNER OF SAID
EASEMENT; THENCE SOUTH 01° 35' 22" WEST ALONG THE EAST LINE OF SAID EASEMENT
A DISTANCE OF 30.00 FEET TO THE TRUE POINT OF BEGINNING.
ALSO,EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PROPERTY:
COMMENCING AT THE NORTHEAST CORNER OF PARCEL 3 AS SHOWN ON THE
AFOREMENTIONED MAP OF "FOURTEEN MILE HOUSE UNIT 3"; THENCE NORTH 88° 24'38"
WEST ALONG THE NORTH LINE OF SAID PARCEL 3, A DISTANCE OF 313.69 FEET TO A
POINT ON THE EAST LINE OF SAID HUMBOLDT PARK DRIVE ROAD AND UTILITY
EASEMENT; THENCE LEAVING SAID NORTH PARCEL LINE, SOUTH 01'35'22" WEST ALONG
SAID EAST EASEMENT LINE, A DISTANCE OF 43.00 FEET TO THE TRUE POINT OF
BEGINNING; THENCE CONTINUING ALONG SAID EAST EASEMENT LINE, SOUTH 011 35'22"
WEST, A DISTANCE OF 30.00 FEET TO THE SOUTHEAST CORNER OF SAID ROAD AND
UTILITY EASEMENT; THENCE NORTH 88° 24' 38" WEST ALONG THE SOUTH LINE OF SAID
ROAD AND UTILITY EASEMENT, A DISTANCE OF 96.96 FEET TO A POINT ON A CURVE
CONCAVE TO THE NORTH AND HAVING A RADIAL BEARING OF NORTH 010 35'22" EAST;
THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 60.00 FEET THROUGH
A CENTRAL ANGLE OF 510 19' 04", AN ARC LENGTH OF 53.74 FEET TO A POINT OF
REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF
20.00 FEET THROUGH A CENTRAL ANGLE OF 510 19' 04", AN ARC LENGTH OF 17.91 FEET;
THENCE SOUTH 880 24' 38" EAST, A DISTANCE OF 34.51 FEET TO THE TRUE POINT OF
BEGINNING.
PAGE 8
1t
NOTES RESIDENTIAL
064-360-018 01-3091
PERMIT P, MICHAELS, SEAN 7-
,/Y/78
,/y178 NORWICH CIR, MAGALIA
NSF 3BR
C
F�.
SPECIAL CONDITIONS
SRA
FLOOD CERTIFICATE REQ.
�. FIRE SPRINKLERS REQ.
` SPECIAL INSPECTION ITEMS
�« VERIFY
t
ta;
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
.t
OFFICE COPY I
i
Address-
GAS
ddress GAS
M t
1
0
CHECKED
BY i
e er By Date I
ELECTRIC
Meter By Date
—.
J%
JOB FINALED (Date)--
Signature
Date)--
Signature ZAfk)'.� 4
,/ = OK
0 = Not OK "
- = Not Applicable
MOBILE HOMES
Rea
' =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.
/ t P Nat. or / /"L"ft./ PLPG
MISCELLANEOUS
Date
7.
Well Clearance & Disconnect
1.
8.
Utility Clearance
2.
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3.
Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
Date
Wood Awn.; Posts- Bea ms- Rftrs.-Connectors
Shthg.-Frg-Bracing
Card B-1 Date ;Card B-1
Date
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
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
Date
8.
Gas and Electricity Tagged
Date
9.
Tie Downs -Type -Installation Cert.
Date
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
12.
Permanent Foundation Only; License Decal
1
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
Date
4.
Card B-1 Date Card B-1
Date
5.
Card B-1 Date Card B-1 J
MISCELLANEOUS
Date
DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3.
Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4.
Wood Awn.; Posts- Bea ms- Rftrs.-Connectors
Shthg.-Frg-Bracing
5.
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6.
Carports; Windows -Doors
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
1.
Setbacks -Easements
2.
Soils; Compaction -Structure Stability
1
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts -GF]
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
V= OK
0 = Not OK
- = Not Applicable
= Not Ready
RESIDENTIAL (;
Date
1
nderfloor (Plans) OK except #'s
ning-Setbacks-Easements-Flood-Slope
Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI
Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth &TAL0
. Range Circle/ ®/gap or AI -Oven Circ. / / ga Cu or At
lUsulated Neutral Yes O No
Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth
tg., Porches & Decks; Soils -Steel-/ r Ftg. Depth
5.
Stemwalls, Main; Steel-Blockouts-Wrapped
6.
temwalls, Garage; Steel- Blockouts-Wrapped
691
Hold Downs and Special Anchors
7.
Slab, Steel -Wrapped
Piers -Fireplace Ftg.-Steel
Card B-1 Date Card B-1
D.W.V.; Fall -Fitting -Test -2 Way C/ -
10.
UF, Gas Pipe; Size Anchors(Gas Piping; Size TEst
M CHANICAL (Permit) OK except #'s
Water Pipe; Test -Anchors -Regulator -Service Test
12.
Electric Underground
13.
PI nums & Ducts; Clearance -Material -Support -Ins.
1
irders-Sills-Anchor Bolts-Joists-Vents-Crippies
1
Acc & Ventilation
Insulation
Date j// AV,71— Card B-1 f!/ Date Card B-1
Date Card B-1 Date Card B-1
Date DUMBING (Permit) OK except #'s
Wat tr.; Vent -Access -Combustion Air Baffle
a ipe; Test & Anchor -Nail Protection
est Fittings & Anchor -Nail Protection
KQLKShower Pan; Test, First Floor -Tub Access
21. Test Tub & Shower, Second Floor -Tub Access
22. Gas Pipe; Sixe & Anchors
Date 102, 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 Fasteners -Bond Gas & Water
2d
2 Appliance Circuits in Kitchen & Conductor Size GFI
2
Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI
3
. Range Circle/ ®/gap or AI -Oven Circ. / / ga Cu or At
lUsulated Neutral Yes O No
3
. S vice -Riser Conductors & Ground Main Disconnect
3
E ip. Clearances Panels-Motors-Mech. Equip.
othes Closet Light -Shower Light -Spa Light
Smoke Detector
Date ,9 Z4 fDZ
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
M CHANICAL (Permit) OK except #'s
3
A. . Ducts Insulation & Support
3
. Vet—Fan, Exhaust above insulation
3
. ondensate Drain & Overflow, Size & Grade
3e
Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet
39.
Attic Access & Platform if Furnace in Attic
Date h 07
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FRAMING (Permit) OK except #'s
49/Sits
Proper Materials & Anchors
Walls Studs -Nailing Spacing & Braces -Plates -Sound
Bearing Walls over Girders & Floor Nailing
Draft Stop in Walls (rat proof)
Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
Headers & Beams -Size & Bearing
jingle & Duplex)
Date FRAMING (Continued)
46/ Hangers -Post Caps -Anchors -Connectors
4f. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truing.-Rfng.
4 Fireplace Ties or Type A Flue -Fireplace Th)oat Clearance
46.- Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
drm. Windows or Exiting Doors -Sill Ht. & Dimensions
V. Garage Fire Protection Framing f L
. Property Line Firewall & Openings
dif Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
.t#7\Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
Sidi -Nailing Veneer
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
40elGI
long Area -Glass Protection -Skylights -Plastic
Shear Walls; Nailing -Bolts
60. BracR Interior/Exterior Wall Panels
�j sulation-Walls-Ceilings
aae<f—iltration-Walls-Windows
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FINAL (Plans) OK except #'s
f13.Ext. Steps -Door & Sidelight Protection -Landings
Le Smoke Detector
"K. Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
,p! Bedroom Exiting
,Rr.. G.F.I. & Bath Fixtures & Tub Access -Spa
68. Elec. Trim & Subpanel, Breaker Sizes & Labels
frJ Stairs & Rails
,2r Ficeplace or Stove, Clearance -Hearth
Outlets at Wood Panel, Int. & Ext.
Ground -Air Gap -Cooking Clearance
Outlets & Receptacles at Kit. Counter
ge Fire Door; Swing -Landing -Closure
Duct in Garage -Damper
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
UV . Plb., Elec. & Mech. Equip. Listed for Location
Elec. Receptacles in Garage (F.F.I.)-Romex Protection
Insulation -Foam -Looked in Attic
,Bd'Guard Rails & Deck Construction -Post Caps
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor ❑ Yes
—y" Following Inslld./Drive J Yes J No/Walks ] Yes ] No/Planters �3 Yes ] No
.4T Stucco Brown -Finish
A.C. Unit Disconnect, Electrical -Plumbing
-K A o125. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
Water Well, Disconnect, Electrical, Plumbing
jol.terior Elec. Trim, G.F.I. Receptacle -Underground
entilation Throughout House
ffl;.GI ss Protection
. CorreqUerrrs from Previous Inspections
91. G est -Meters Tagged, Gas -Electric
aa-Aater & Sewer Connected -C/O to Grade -HD Approval
' �a Energy Compliance Certificate -Other Certificates
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
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
.. 411 Main Street • Chico, CA • (530) 891-2751
��- 7 County Center Drive • Oroville, CA • (530) 538-7541 <
CORRECTION NOTICE
... OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
sal° above address and should be corrected. Please notice this office when correction of work is
try-rrp,`
completed. If you have any questions pertaining to this matter, or need additional explanation,
It` please contact this office immediately.
r
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
91.. ,. •as�'f
COUNTY OF BUTTE
BUILDING DIVISION
1. DEPARTMENT OF DEVELOPMENT SERVICES
>A 411- Main Street • Chico, CA • (530).891:-2751
'- 7 County Center Drive • Oroville, CA * (530) 538-7541
CORRECTION NOTICE
r
? OWNER" PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above addrass and should be corrected. Please notice this office when correction of work is
completed." If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
si',.
*• �,r.:a..:�-a�.'"''S+b�,�ii+s',�';�ss„'` .�"^Y,"s'�''�3�:1^�•• �...�.se, -. ,� _ . _... _
f .
COUNTY OF BUTTE
ABUILDING DIVISION
DEPARTMENT -OF DEVELOPMENT SERVICES _.
Street.* Chico, CA • (530)
7 County Center Drive • Oroville, CA • (530) 538-7541
'CORRECTION NOTICE
OWNER ` �� PERMIT NO.
A routine inspection indicates that the following violations.of butte county Ordinances exist at the c
above address and should be corrected. Please notice this office when correction of work is A
completed. If you have any questions pertaining to this matter, or.need additional explanation,
please contact this office immediately. ;?
t
j
t
Date _ U Inspector—
REV
nspector REV 10/92 i:.
=' a
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
01-
OWNER PERMIT NO.
A routine irspection indicates that the following violations of butte county Ordinances exist at the
above add-ess and should be corrected. Please notice this office when correction of work is f
completed If you have any questions pertaining to this matter, or need additional explanation,
please cortact this office immediately. 1
Ak-- V)')f t:-31te-A ✓IdbYhpil (J
�) Icy l O Q ►)4(A.Cj4 --{c`� D(e Ve.lrzlh 0j- ? 6V Y lU
21 l) ( x -k K, o V G i, -)5e ;a 42s
rl " J Ytrc.
Date Inspector
REV 10/92
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
41'1 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Ordville, CA • (530)538-7541
CORRECTION NOTICE .<
01
OWNER PERMIT NO.
A routine in-spection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this -91 i Immediately.
A
. _ .... .. _.��. ._ _ � - ..-. �-..-�.o.-a...:-'-^+,a-�.+.wiaa�.wry.,-".�`�.r--•.�--'�x..a:.v+.�}
Sy `
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
4- 0' v9/
OWNER PERMIT NO.
A routine inspection in 'ales that the following violations of butte county Ordinances exist at the
above address an ould be corrected. Please notice this office when correction of work is
completed. If u have any questions pertaining to this matter, or need additional explanation,
please con- ct this office immediately.
oil
r x .,
7:
pp
i
r
}
Date Inspector—
REV 10/92
T0:
FROM:
DATE:
INTER -DEPARTMENTAL MEMORANDUM
BUILDING DIVISION, OROVILLE
ENVIR. HEALTH, CHICO
RELEASE
. HEALTH HOLD ON BUILDING FINAL FOR:
OWNER NAME: !�M 6��,SL 1� SEPTIC: WELL:
AP# (A"390 0) � ADDRESS/LOCATION: f. I
Comments:
GUmemos/relemehold
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 01-3091
ASSESSOR PARCEL NUMBER
064-360-018
ZONING
R1
BUILDING PERMIT
OWNER
SEAN MICHAELS
TEU91MONE
873-4932
SO. FT. OCC. BUILDING VALUATION
OWNERS MAILING ADDRESS
PO BOX 1498, MAGALIA 95954
1740 R 93,960.00
413 11 7,434 00
CONTRACTOR'S NAME
OWNER
TELEPHONE
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
Fireplace
LENDERS MAILING ADDRESS
Total Valuation $
ARCHITECT OR ENGINEER
GARY HAWKINS
LICENSE NO.
18693
Fiiln Fee $
20.00
Permit Fee $
ARCHITECT OR ENGINEERS MAILING ADDRESS
1370 RIDGEWOOD DR STE 10 CHICO
Plan Checking Fee $
1.00 r1n
BUILDING ADDRESS
NROWICH CIRCLE MAGALIA
Energy Pian Checking Fee $
23.00
$
PERMIT FEE $
LOT NO. 174
SUBDIVISIONS NAME PARADISE PINES UNIT 4
PARCEL MAP
PLUMBING PERMIT
Filnbee' 0.00
USEOFSTRUCTURE
SF CX Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap 01
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 [A Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: NSF 3BR
Gas piping system 1 - 5 outlets 1
15.00
Building sewer
15.00
Mobile Home I S I G I W
920.00
PERMIT FEE $
ELECTRICAL PERMIT
Filing Fee 20.00
V OR LESS
Main Service . q 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 11 force and effect. , / c
License Class Lic. No. 7 `7 J 3 L
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.
❑ I am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO lOooA
46.00
NEW CONST. DWEI W OCCUP.
OR ADDNS. a qcc. BLDs. 2 5
SO
3.5¢FT. 75.35
T.
NON-ROESIIDD. MU LT
@.OUTLET @7,50
POWER APPARATUS
4 SINGLE OIlTLE7 CIR.
Ex. Occup. OITTLET OR FIXTURES
BAL @ .50
Ex. Occup. .FIXAa of
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMIT FEE 9
141.35
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.
® I have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier-S�fa� E F11 r`r'--I-
MECHANICAL PERMIT Filing Fee 20.00
Heating 15.00
Cooling
Hood
6.50
Ventilation
GAS FIR—FRI—ACE — i5. 00
PERMIT FEE $
Policy Number 000 Q -7!J-91
(The above sections need not b ompleted if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
El 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'
compenRCalifornia, nd agree that If I should become subject to the
rkersn provis' s of section 3700 of the Labor Code, I shall
f witthose vi ions.
/ 0 /
Date LZ /
Signature of Applicant - ❑ Owner El ❑ Agent
An OSHA permit is re4uired 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 QQ
Occ
R3
CONST. TYVN PE
TOTAL FEE $ 19524.35
HAZ.
-
D. FEES IMP
FLOOD
CDP
pARCEL
pD
MD
ISSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated ab o hich ees have een paid.
By Date
PERMIT EXPIRES ON dHITE-D.D.S.-B.D.
Delle
rReceiptNo. .L
CANARY -ASSESSOR PINK -INSPECTOR OLDEN OD- PPLICANT
.COUNTY OF BUTTE — DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION
• 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 "
PERMIT APPLICATION DATA SHEET
OWNER: Sia �'�` e is ASSESSOR PARCEL NUMBER: r — 3 (0 •" O
Proposed Building Use: AAs' •- Building Inspector: A Date: Id 7 &/
At time of permit application, I was a • vised the following data must be submitted prior to permit processing and/or issua ce:
Date Received By
❑ 1. All items -have been submitted . ..........................................
t................................................................. �
❑ 2. Plot plans., 3/4 sets, signed by the preparer of plans..........:................................................................. .
❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans...................................................................`
❑ 4. Engineered plans and calculations, 3/4 sets, with wet signature on plans.
A.1 engineering must be shown on plans.............................................................................................
❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ............... > +
❑ 6. Energy Design Compliance and supporting documentation................................................................
❑ 7. Statement of Intent for Non -Heated and A/C Buildings......................................................................
❑ 8. Hazardous Material Form....................................................................................................................
9 Manufactured Home Data and nstallation Instructions including Tie Down Specifications ..............
0. Fees of $ �— l ` 112-
1 Impact Fees as shown on the attached schedule ..................................... ..... ...................:1-12-62—
CaliforniaDepartment of Forestry Plan Approval/Fees...P.j.....o�....�a ZG.
FloodElevation Certificate...............................................................................................................
Sanitation and Plot Plan Approval C Environmental Health Department.......... im 12; Z
15. City of Chico Plumbing Permit............................................................................................................ i
❑ 16. Plat Plan and Business License Approval from the City of Biggs .......................................................
❑ 17. Planning Approval for (A) Use:. (B) Parking: ...........
8. Contact Land Development about ❑Improvements, ❑Drainage gal Parcel ........................... " -Nx,
Encroachment Permit for Driveway (construction approval prior to occupancy) ............................... w
2 .P
for required. Request to Building Inspector 7(;e)
❑ 21. Contractor's License Information (Number, Name Style, Classification) ...........................................
❑ 22. W: kers' Compensation carrier and policy number..............................................................................
❑ 23. Owner -Builder Verification (❑ Given to Owner, ❑ Mailed to Owner) .............................................
pi24 Letter of Signature Authorization ...........................
. Recorded Copy of Agricultural Acknowledgment Statement.............................................................. Z—/7— a-
26. Letter of Intent on Building Use/Detached Accessory Building Form ................................................
❑ 27. Manufactured Home Utility Clearance................................................................................................
❑ 28. Existing violations and/or expired permits..........................................................................................
❑ 29. ❑ 433 A, ❑ Grant Deed-, ❑ M.H. Title, ❑ Check to H.C.D. $
❑ 30. Other ....................
When ou issue he permit, process as follows: El Mail to Owner, ❑ Mail to Contractor.
® e�P lepho>ge V and hold for pickup at,.?734" a- y officf
sem/ 670 -:Z883
r~1W1VjE19 Applicant: i
Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air
Copy of Plans sent ❑ Health Department, ❑ Fire Department, ❑ Other
1. Index permit Application for the above items numbered:
2. Additional items required:
Contractor, e.esigner wne was advised of the above required data by
Contractor, cesigner, owner, was advised of the above required data by
Delivery3✓ith Inspector.
By:
Date
By:
❑ Plan Check List
Ej`phone, ❑ mail, ❑ Building Division counter, By: Date:
❑ phone, ❑ mail, ❑ Building Division counter, By: Date:
Contractor, cesigner, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division counter, By: Date:
Contractor, designer, owns advised of the above required data y: L) phone, [j mail, ❑ Buildin ivi ion counter, By: Date
Plans reviewed by: C�� e/ Date: Plans reviewed by: Date: 3U �—
Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: 3 o
Yellow Copy - DepartmenC of Development Services - Building—Division
r
TO: Building Departme
FROM: Environment ealth
SUBJECT: Sanitaticif Clearance
E.H. USE 0616Y
Alt Plan Attached
Floor Plan A •
Sent to B.D.
M C -x_01
Owner Location AP#
Plan Approved f r: Sewage Disposal Water Supply: Public Private Well
Clearance.for dwelling. Other t .
-
Hold final for;
rance O.K. for:
NOTE:
/Dec 2e) 2Za� I
Envicon ental Health Specialist Date
8/96
1
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541
SCHEDULE OF FEES DUE
OWNER �2 �.� �Z���l`G n ( S
PROPOSED BUILDING USE
1. BUILDING PERMIT FEES c�
-- Balance Due ................ $ O
-- Additional Fees Due ............ $
-- Additional Fees Due ........... $
-- Revised Plan Checking Fee ....... $
2. SCHOOL DISTRICT FEES GL
(paid at District Office)
3. SHERIFF FEES (paid at Building Division) /
Residential ........ x $360.00 = $ ,� (� Q • `w
Units
Commercial (sq.ft.)... x ,$0.03 = $
Sq.Ft.
4. URBAN AREA FEES (paid at Building Division)
Residential (per unit) . x : = $
#Units Amt.
Commercial (sq.ft.) .
R =$
Sq. Ft. Amt.
5. RECREATION DISTRICT FEES (paid at District Office) .
_ 6. THERMALITO DRAINAGE DISTRICT FEES
&P'$510.00 (paid at Building Division)
_ 7. SRA FIRE INSPECTION' AND PLAN CHECK
$89.00 (paid at Building Division) f�� /L/p1
_ . 8. WATER TENDER FEES (Battalion # ( ( )
$200.00 (paid at Building Division)
9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division)
10. OTHER
A.P. # (c, q-36—OW
DATE L r Z "7 0
RECEIPT # DATE REC
.3375;0 kN;-62- �,P1
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit.
These fees may be changed during the plan checking ocess.
APPLICANT — DATE ) 2 7 V
Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your
project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may
protest. The requirements for a protest are specified in Government Code Section 66020(a).
Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2197)
BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
'(One form per Building)
School District L 0",/c Building Department No.
A.P. Number ' •�� Jurisdiction: City County
Property Owner
Property Location/A(
I
Subdivision Lot No.
..................................................................................................................
Residential Development Sq. Footage / "7
No of Living Mobile Home Addition/ *Supplemental to (Group R)
n Units Installation Conversion Permit #
'(No foundation inspection):
........................................................................................................
Commercial/Industrial
imoor rlan/s�,reviewea by ,cnool Ulstrlct
Di tract Id=_ntfication No. c� � _009
Il School District certifies that
/0. ..A Y / �5� .
(Street
/ (City)
has compied with the requirements of Resolution No.
representing / -7 W square feet.
School District Representative
Paid by Check t1 Remarks`'
C-
(State)
Sq. Footage
(Including Exterior
>
Roofed Areas)
Date
(Applicant)
(Phone Number)
(Zip Code)
by payment of $ 3-.s� 7 61
AB 2926 $
FULL MITIGATION $
Date
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 nay be subject to additional school fees to fully mitigate its impact on the school district's schools.
White (appl cant), Yellow (building department), Pink (school district) feeformAs (10/98)dmm
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DMSION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
Recorded
Official Records
County Of
BUTTE
CANDACE Jo GRUBBS
Recorder
ROSEMARY DICKSON
Assistant
10:03AN 17 -Jan -2002
REC FEE 10.00
COPIES 1.50
Cindy
Page 1 of 2
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The
property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this
property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to
herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation,
plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established
agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience
or discomfort from normal, necessary farm operations.
All that real property situate in the County of Butte, State of California, described as follows:
Date_\is PROPERTY OWNE
S'f-'AW %/C'_ Ac��S
State of California
County of B U+t :!-
On a&V\UEWY 1s, a. before me,
personally appeared SCacA (A j cl&zt.S` personally
!mown to me (or proved to me on the basis of satisfactory evidence) to be the person(p) whose name(s) is/aye subscribed to the within
instrument and acknowledged to me that he/*/they executed the same in his/h6r/their authorized capacity(ies), and that by
his/4"/their signatures on the instrument, the person(s)-or the entity upon behalf of which the personal acted, executed the
instrument.
WITNESS my hand and offici al.
MELANIE R. MCCLURE�
Signa tu _ �Q.(.�,�-- Seal: MaNOTARY
COMM # 1304365
PUBLIC -CALIFORNIA
BUTTE COUNTY Q
COMM. EXP. MAY 13, 2005 -
A.P. # o 4. L/ —.36-cs-
- 0 %
X Of.der No. 303095
EXHIBIT "ONE"
`
Parcel One:
Lot 174, as shown on that certain Map entitled, "PARADISE PINES UNIT NO. 4", filed in
the Office of the County Recorder of Butte County, California, on OCTOBER 1, 1970, in
Book 35, of Maps, at Page(s) 97, 98, 99, 100, AND 101..
Certificate of Correction recorded December 2, 1970, in Book 1648, Page 4, of Official
Records
Excepting therefrom all minerals, oil, gas asphaltum and other hydrocarbon substances,
with provisions that any and all mining operations shall be done from orifices outside
the surface area of the land described herein, and that no damage shall be done to
surface of said land.
Parcel Two:
A non-exclusive easement over lots A, B, C, AND D (common area) of Paradise Pines
Unit No. 5 and over Lot A of Paradise Pines Unit 4, for ingress and egress and uses and
purposes set forth in the Declaration of Covenants, Conditions and Restrictions,
amendments thereto and the Declaration of Annexation for Paradise Pines Unit 4.
Assessor's Parcel No: 064-360-018
APR 30 '96 11:06 AN Pogo
LAND DEVELOPMENT
CH«v
BUILDING / ENVIRONMENTAL HEALTH - PERMIT CL ARANCE BW47g Psrmlt IV&
OWNERS -'
S6At\) tom) t✓j—lA L
L A.P.
NAME: +zC'.__�_ ��e- _ rL 1 NUMBER:. ��u "' J(o�
►AINT LAST NAW PWT
COUNTY ZONING
DESIGNATION: FLOOD ZONE: FLOOD MAP:
APPROVED.-_ CONDITIONALLY APPROVED: ACSOLVII PROBLEMS PRIOR TO APPROVAL:
PARCEL CREATION BY DEEDS OR MAP
DEED INFORMATION:
DATE OF CREATION: DEED REFERENCE:
LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO
COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES __ NO
COMMENTSICONDITIONS:
MAP INFORMATION:
DATE OF RECORDING LOT
/,74
p,4��nisN A,,n es 6,�v;T /t/ 4-
BOOK .3S PAGE '1'7 //y/
COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR -TO BOOK 17 OF MAPS AT
PAGE 23): YES )_ NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW:
A. Construct road to 5. Meet parcel aizo roquirod by zone. C. Most current E.H.D. requirementa.
CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: AU FEES TO BE PAto TO THE 8U/LDaya DMS/ON UNLESS OTHERw/se NOTED.
X 1. Maintain a 50 ft. building setback from centerline of road.
_ 2. Maintain a ft.building setback from right-of-way/centerline of
3. Maintain s 100 ft..leachfield setback from all existing wells.
4. Maintain a ft. leachfield setback .from
S. Pay water tender fees in the amount of to Battalion Number of the Butte County Fire Department.
X 6. Meet the Fire Safe Regulations of Butte County and P.A.C. 4290.
7. Connect to a public water supply.
8. Connect to a public sewer system.
9. Automatic fire suppression sprinkler systems shall be installed in ail residerttial structures in accordance with the National
Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile
homes, NFPA Standard 130, unless a pressurized community water system, with hydrants that meet Fire Department
specifications. serves the parcel.
10. Pay T.O.D. (Thermalito Drainage District) fee in the amount of $
_
11. Meet the requirements of the Department of Fish and Garne for the preservation of oak trees. (See phone number below!
_ 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010.
APR 30 '36 t1;96 AM Pogo t
13. A traf tic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated
in the Oroville Area Trafflc Mitigation Fee Agreement. Payment to be --oda to d* PAre"bg D&&iwIL
14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic
safety; Mobile homes shall be constructed on a permanent foundation system which coinplies .with the Seismic Zone 3
requirements of the Uniform Building Code.
15. Deer Mitigation• fees are to be paid; -41 -such fees have been adopted by the Butte County Board of Supervisors.
• i
fit, 18. Pay school impact mitigation fees.
X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article 11 of the Butte
County Code.
_ 18. Wood stoves and fireplace shall be EPA approved and designed to meet the emission requirements of the Catltomia
Clean Air Act of 1.988 as amended.
19: k=any cultural raidiirces ,are encountered during -ground disturbing activities, all worst shall cease in the area'�f the find
pending examination of the site by a professional archaeologist.. This person would then be -able to :assess the site
significance and suggest appro prints mitigation measures.
X 20. /o' P tl.Gf i4�o✓r: /1/llRTl�11� • �=/f sr /J/�i��i L �.vds �l�i�ivou•varn
21.
—22.
23.
24.
'Ala LO Nd013A30 ONY1
311f18 J0 AIN=
9661 L :L' 030
a3A13-3-32i
LO 9195 • E.1WPS 11FORMS.XIBLOGPERIM.CLR
Date January 23, 2002
Sean Michaels
P/O Box 1458
Magalia, CA. 95954
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX
Assessor Parcel Number: 064-360-018
Building Permit Number: 01-3091
This office reviewed building plans for the permit application referenced above. The plan
examiner's comments are listed in PART - I below. Please respond in writing to each comment
in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM.
Indicate which detail, specification, or calculation shows the requested information. Additional
response information is included on the response form. Your complete and clear response will
expedite the re -check and approval of this project.
PART — I
Provide additional information and/or make revisions to plans, specifications and
calculations as follows:
NON-STRUCTURAL COMMENTS:
1. none
STRUCTURAL COMMENTS:
1. Provide a letter from architect stating that he has reviewed the truss package for conformance,
with his design.
2. 4x8 girder called out in calcs. is not shown on plan.
3. Note on plan for stud heights in excess of 10'.
4. Reduce spacing of rafters at Calif. framed section where overspanned.
5.. Braced wall line at rear of house has more than a four foot offset. Wall panel can be moved
across master closet to comply.
6. Brace wall line through foyer and dining room does not continue through entire building.
Add brace panel in garage or provide lateral design for wall line.
If you wish to discuss any non-structural requirements in PART - I, you may call me at (530)
538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural
questions should be directed to the Plan Check Engineer.
Sincerely,
David Wasney Jr.
Building Inspector III
1 of 2
RESIDENTIAL PLAN
REVIEW GUIDE
SINGLE FAMILY, DUPLEX AND
MISCELLANEOUS ONLY
qPlanOwner- / %�� �=Lf J Building Permit Number: 6q—
Plans
s Examiner: �S A. P. Number:
GENERAL:
_—Zoning requirements — (number of permitted living units).
Plans signed by the designer.
groper description of work on the application.
Existing violations on the property.
Recorded notice of violation.
Building permit valuation.
LOT PLAN:
Complete parcel size and dimensions.
Setbacks, side yard, easements, etc.
Other buildings or structures.
Grading, fills and/or drainage.
Flood hazard.
Special conditions on Parcel Map:
Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑
Federal Aid Route and/or Federal Aid Secondary Route setback requirement.
Building or utilities across lot lines (Lot merger approval by Butte County Land Development.)
LOOR PLAN:
Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3).
10% of natural light and 5% of ventilation (Uniform Building Code section 1203).
Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net
clear operable height dimension shall be 24". The minimum net clear openable width dimension shall be 20".
When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than
44" above the floor (Uniform Building Code section 310.4).
Skylights (Uniform Building Code section 2409 & 2603.7).
Glazing in Hazardous locations (Uniform Building Code section 2406).
Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this
section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet
measured to the lowest proiection from the ceiling (Uniform Building Code section 310.6.1).
All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in
any dimension (Uniform Building Code section 310.6.2 & 310.6.3).
GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210).
Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be
used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into. a bath
or bedroom (Uniform Plumbing Code section 509.0).
' Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in
a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5).
Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building
Code section 302.4 exception #3).
Under no circumstances shall a private garage have any opening into a room used for sleeping purposes
(Uniform Building Code section 312.4).
Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2).
.'Smoke detectors (Uniform Building Code section 310.9.1).
Pagel of 2
. Water closet clearances (Uniform Plumbing Code 408.5).
Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7).
Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support
all loads (Uniform Building Code section 1806.3).
,Jg,RUCTURAL DETAILS:
1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels
must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not
exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall
lines must be continuous throughout the structure.
( 2) A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building
that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature,
registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets
of calculations.
Clerestory requiring balloon framing and/or engineering.
Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C).
Floor 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. �C2�✓�� 0
Fireplace construction details and calculations if necessary.
Garage door header size(s).
Porch header size(s).
Typical header size(s).
2 Stud heights.
High expansive soil — special foundation design required.
Retaining walls requiring design.
ypsum wallboard nailing inspection required.
If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total
net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no
more than one foot above grade. Alternatively, certification may be provided by a registered professional
engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls.
Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction
design requirements must be shown on the building plans.
Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be
designed and/or located so as to prevent water from entering or accumulating with the components during
conditions of flooding.
MISCELLANEOUS ITEMS:
Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006).
Guardrails (Uniform Building Code section 509).
rick or stone veneer (Uniform Building Code section 1403).
Exterior plaster — weep screeds (Uniform Building Code section 2506.5).
Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2).
Foam insulation — protection.
36" halls and stairways (Uniform Building Code section 1004.3.3.2).
Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2).
4
Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7).
Attic access and ventilation (Uniform Building Code section 1505).
Sound requirements.
Energy design compliance and supporting documentation.
CDF responsible area requirements.
BUILDING PERMIT REQUIREMENTS:
1. /`-" SRA.
2. ❑ Flood elevation certificate.
3. ❑ Fire Sprinklers required.
4. ❑ Special Inspection requirements.
5. ❑ Use Permit conditions.
6. ❑ Sub-Standard Housing letter.
Page 2 of 2
ra .�
Gary Hawkins
ARCH I'TECT
a
ti
Jan. 23, 2002
Butte County
Building Division
7 County Center Drive
Oroville, Ca. 95965-3397
RE: Sean Michaels
P/0 Box 1458
Magalia, Ca.95954
Plan Check No. 01-3091
AP # 064-360-018
I have reviewed the revised truss engineering from Longfellow
Lumber Co. Inc. for the above-mentioned project and found that
the submitted information correctly depicts the loading and
design requirements.
While these documents have been reviewed to verify compliance
with structural criteria, It shall be noted that the
verification of exact truss dimensions is beyond the scope of
our review and shall be the responsibility of others.
If you have any_qudst,ioris regarding this item, please do not
hesitate..;to call this ,office-` _ `� •-
Si ;.
``�� v�1lrl.i•..
•-a nsw-
-
--�'Archit t
yIL
14 Urr WR
1370 RIDGEWOOD DR., STE.10 - CHICO, CA 95973
(530) 892-2700. FAX (530) 893-0532 - garyarch®email.msn.com
Gary Hawkins
ARCH ITECT
Jan. 25, 2002
Department of Development Services
Building Department
Attn: Dave Wasney
RE: Sean Michaels
Three bedroom residence
14178 Norwich Circle
A.P. 0647360-018
Building permit number
Inspected the forms, re-inforcing steel and footings for
the above mentioned project on Jan. 24, 2002. The project
was consistent with construction documents. All bolts
were in place as required.
If you have any questions, please feel free to contact
this office.
Sincerely, A 61,
2G.Vw6 Oez.
Gary Hawkins
Architect
1370 RIDGEWOOD DR., STE.10 - CHICO, CA 95973
(530) 892-2700 • FAX (530) 893-0532 - garyarch®email.msn.com
LOERKE INSULATIUM CO., INC.
iqf;l9— off' Cc,�
�.i
INSULATION CERTIFICATE
�idiffH soon
DESCRPPON OF INSTALLATION
1. ROOF
Material _-
Th€ckn ass (inches)
2. CEILING
Brand Name
Thermal Resistance (R Value)
Batt or Blanket Type_ Mbz%jass Batts Brand Name Johns Manville
Thidmess (inch (� Thermal Resistance (R Value)
Loose Fill Type Fiberglass Brand Name Johns Manvllte
Contractorls min. uwwied weIghVft sc , WS Jb. Minimum Thiclmess I S .�S des.
Manufacturer's Installed weight per square foot to achieve Thermal ResistanW (R Value)
3. EXTERIOR WALL
Material
Thidmess {uncles f
4. RAISED FLOOR
Material _E&MIM RMS
Thickness (indtes)
S. SLAB FLOOR f PERIMETER
Material
Thickness
Perimeter insulation Depth (Inches) __
6. FOUNDATION WALL
Material
Thickness (inches_
DECLARATION
Brand Name _Johns Manville
Themtal Resistance (R Value)
Brand Name Johns Manville
Thermal Resistance (R -Value)
Brand Name
Thermal Resistance (R Valuel
Brand Name
Themtat Resistertoe (R -Valued ____—
I I eprgby certffy that the move insolation was installed in the butts the above location in conformance
RRwitheg{� comsat En Etlt for p �g`P 6, California Code of
egulalions) as int on
C.L#499150 6--31-0p
t.AERKE INSULATION CO., INC.
Item gnto u ntra or (a ams r
eneral
G(Co. Name) Or Owner
item* Signature, Date
-Tfiffilw-gin:, bate
InstainGeneralrg=(Cco.r ame)Ome) Or
riowner
GleMNW, Contractor (Car Name) Or Name) Owner
PLAN REVIEW RESPONSE FORM
In order to expedite the review of your plans, please complete the following information and return this form with your rc-submittal.
this form is not complete, as to all correction items, we will not be able to accept your rc-submittal for review. There must be a val
response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yo
response to each item and the location where the information can be found on the plans/calcs.
ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS.
OWNERS NAME DATE:
ESSORS PARCEL NUMBER
RESPONSE FOR PLAN CHECK LETTER DATED:
�•2kp•oL
(•23•oL
PERMIT NUMBER
;U00-ofu DI• do l
PLAN CHECK ITEM #
RESPONSE BY:
c>
LOCATION ON PLANS/CALCS:
COMMENTS: u �lfJ�✓ L� �t p[•T7���lmO '
COMMENTS:
COMMENTS: Z
PLAN CHECK ITEM #
RESPONSE BY:
RESPONSE BY:
LOCATION ON PLANS/CALCS:
COMMENTS:
COMMENTS: Z
Cj%VIiS /C,[Of�rQ
B'�). S lif G !Q /N d1r/a/`ti
PLAN CHECK ITEM #
RESPONSE BY:
RESPONSE BY:
COMMENTS:
LOCATION ON PLANS/CALCS:
COMMENTS: Z
Cj%VIiS /C,[Of�rQ
B'�). S lif G !Q /N d1r/a/`ti
PLAN CHECK ITEM #
RESPONSE BY:
RESPONSE BY:
COMMENTS:
LOCATION ON PLANS/CALCS:
COMMENTS:
/lee"
PLAN CHECK ITEM #
RESPONSE BY:
LOCATION ON PLANS/CALCS:
rzax-
COMMENTS:
RESPONSE FOR PLAN CHECK LETTER DATED:
I /" Z 3 'OL
PLAN CHECK ITEM #
RESPONSE BY:
�Q
LOCATION ON PLANS/CALCS:
'097V
COMMENTS: / S*: f$ZOO-I A.& AS A.0/-rop
PLAN CHECK REM #
RESPONSE BY:
LOCATION ON PLANS/CALCS:
COMMENTS:
PLAN CHECK ITEM #
RESPONSE BY:
LOCATION ON PLANS/CALCS: ..
COMMENTS:
PLAN CHECK ITEM #
RESPONSE BY:
LOCATION ON PLANS/CALCS:
COMMENTS:
(PLAN CHECK ITEM # IRESPONSE BY: LOCATION ON PLANS/CALCS:
PLAN CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANS/CALCS:
COMMENTS:
PLAN CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANS/CALCS:
COMMENTS:
I�
Job number >> 01-084 DATE 11/29/01
AR
Structural Calculations for�
Sean Michaels v �'c� �'�
14178 Norwich Circle
Magalia, ca. Fes+. C 1859'I,3
Ln
HEN. LO
F C AO
Gary Hawkins
Architect
1370 Ridgewood Dr. Ste 10
Chico, Ca. 95973
(530) 892-2700
(530) 893-0532 Fax
y
CALCDATA
11/13/97
------------------------------------------------------------------------
Rev 4-20-94
.Calculation data
..
--------------'-------------
Description
---------------------------------------------
-----------------------------------------------------
-------------------
Jurisdiction
Butte County
Code referenced
1997 UBC
wind loading
Basic wind speed
75 MPH
Exposure
B
Seismic loading
Seismic zone
3
Gravity loading
Roof live load
33.3
PSF
Floor live load
40
PSF
Balcony live load:
-n/a
PSF
Soil data
Allowable bearing:
1200
PSF
�J 22-141 50 SHEETS i
AMPAO 22-142 100 SHEETS .
22-144 200 SHEETS
OR
m
V
2C
t)
W
S
8.00
1.80
1.80
1.10
LOADS
.70
.70
2.00
9:41 AM.
------------------------------------------------------------------------
REV 8-13-92
LOAD SUMMARY
MODULE
11/29/01
------------------------------------------------------------------------
DESCRIPTION >>
>> .
--------------
----------------------------------------------------------
ASSEMBLY >roof
SLOPE > 8.00IN 12
>
33.69
DEGREES
NO. DESCRIPTION
UNIT WT.
PITCH?
ADJ. WT.
12 Comp -shingles
3.00
3.00
22 1/2" PLYWOOD
1.50
1.50
39 2 X 6 - 24"
1.10
1.10
39 2 X 6 - 24"
1.10
1.10
60 INSULATION R38
2.20
2.20
64 MISC.
2.00
2.00
84 5/8" GYPSUM BD
2.80
2.80
------------------------------------------------------=-----------------
DL
13.70
USE:
14.00 PSF
LL
33.30 PSF-,
-------------------------------------------------------------------------
TL
47.30 PSF
ASSEMBLY >wall
SLOPE > IN 12
NO. DESCRIPTION
85 7/8" PLASTER
23 5/8" PLYWOOD
34 2 X 4 - 16"
57. INSULATION R13
64 MISC.
83 1/2" GYPSUM BD
> DEGREES
UNIT WT. PITCH? ADJ. WT.
8.00
8.00
1.80
1.80
1.10
1.10
.70
.70
2.00
2.00
2.50
2.50
------------------------------------------------------------------------
DL 16.10 USE: 17.00 PSF
LL PSF
------------------------------------------------------------------------
TL 17.00 PSF
------------------------------------------------------------------------
DL 8.10 USE: 9.00 PSF
LL 40.00 PSF
-------------------------------------------------------=--7-------------
TL 49.00 PSF
ASSEMBLY >
SLOPE > IN 12 > DEGREES
NO. DESCRIPTION
UNIT WT. PITCH? ADJ. WT.
DL USE: PSF
LL PSF
------------------------------------------------------------------------
TL PSF .
LOADS
9:42 AM
------------------------------------------------------------------------
REV 8-13-92
LOAD SUMMARY
MODULE..
11/29/0.1
------------------------------------------------------------------------
DESCRIPTION >>
------------------------------------------------------------------------
ASSEMBLY >floor
SLOPE .> IN 12
>
DEGREES
NO. DESCRIPTION
UNIT WT.
PITCH? ADJ. WT.
77 CARPET/PAD
1.00
1.00
24 3/4" PLYWOOD
2.30
2.30
38 2 X 6 - 16"
1.70
1.70
58 INSULATION R19
1.10
1.10
64 MISC.
2.00
2.00
------------------------------------------------------------------------
DL 8.10 USE: 9.00 PSF
LL 40.00 PSF
-------------------------------------------------------=--7-------------
TL 49.00 PSF
ASSEMBLY >
SLOPE > IN 12 > DEGREES
NO. DESCRIPTION
UNIT WT. PITCH? ADJ. WT.
DL USE: PSF
LL PSF
------------------------------------------------------------------------
TL PSF .
22-141 50 SHEETS
22-142 100 SHEETS
AMPAD
22-144 200 SHEETS
Zs
V
O
{{aa
'
O
u
� �
o
I_sf
f�►
N :
in (i
IN
Zs
I
SSBM_6 10:40 AM
------------------------------------------------------------------------
Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 11/29/01
--------------------------------------------------7---------------------
Description >> girder
---------------------------------GENERAL--------------------------- ---
Span (L) > 5.330 feet Repetetive ? > N
Reduce shear for bm depth > Y
Laterally supported (Y/N) > Y
lu > .000 feet
le > .000 feet
Slenderness factor Cs > .000
Ck > 22.210
--------------------------------ACTIONS------------------------------ --
Uniform dead load > .078 kips/ft 20 °s TL
Uniform live load > .313 kips/ft 80 g TL.
Uniform total load > .391 kips/ft
End reactions............................
DL > .208 kips
LL > .834 kips
TL > 1.042 kips
Design loads ............................
Total load moment (M) > 1.388 ft -kips
Total load shear (V) > 1.042 kips
--------------------------LUMBER DESIGN VALUES --------------- ------------
Base values'
Species Grade Fb Ft Fv Fc -L Fc11E
DFGL 24F -V4 2400 1150 165 650 1650 1800000
Size factor Cf > 1.300 Apply to Fb
Size factor Cf > 1.000 Apply to Ft.
Size factor Cf > 1.000 Apply to Fcl
Repetitive member factor Cr > 1.000
Load duration factor Cd > 1.000
Adjustment for lateral support > 1.000
Adjusted values
Species Grade Fb Ft Fv. Fc1 FcJJ E
DFGL 24F -V4 3120 1150 165 650 1650 1800000
--------------------------------BEAM DATA --------------------------------
Member width > 3.500 inches
Member depth > 5.500 inches
Required Actual Comment
S (in"3) > 5.340 17.646 <ok>
A (in^2.) .> 7.844 19.250 <ok>
I (in -4) > 48.526
------------------------------DEFLECTIONS-------------------------------
Total load deflection > .081 inches L/ 787. <OK>
Live load deflection > .065 inches L/ 983 <OK>.
Dead load deflection > .016 inches
Minimum camber (glu-lams).> .0
MAXSPAN2
V
9:43 AM
------------------------------------------------------------------------
Rev 9-28-93 wood joists - span capacity 11/29/01
Description >>TYPICAL ROOF RAFTER
------------LOADING DATA ----------- ------------GENERAL DATA ------------
Dead load > .006 ksf Load duration factor. . > 1.150
Live load > .033 ksf Joist spacing > 24.000 inches.
Total load > .039 ksf Repetitive (Y/N)?> Y
Tributary load > .078 klf
-----------------------------------
Concentrated load> .000 kips
Eq uniform load > .000 klf
---------------------------SECTION kOPERTIES ----------------------------
Member thickness > 1.500 inches
Member width > 5.500 inches
Section modulus > 7.563 in -3
Area > 8.250 in"2
Moment of inertia > 20.797 in^4
--------------------------LUMBER DESIGN VALUES ---------------------------
Base values
Species Grade Fb Ft Fv Fcl FcJJ E
DFL NO2 875 575 95 625 1300 1600000
Size factor Cf > 1.300 (APPLY TO Fb)
Size factor Cf > 1.300 (APPLY TO Ft)
Size factor Cf > 1.100 (APPLY TO Fci)
Repetitive member factor Cr > 1.150
Adjusted values
Species Grade Fb Ft Fv Fc -L FcJJ E
DFL NO2 1504 748 109 625 1430 1600000
-----------------------------MAXIMUM SPANS ------------------------------
Max. span as limited by:
Bending >. 9.861 feet..
Shear > 15.407 feet
Total load deflection (L/240) > 9.824 feet
6TL > .491 inches
Live load deflection (L/360) > 9.070 feet
6LL > .302 inches
-------------------------CONCENTRATED LOAD CHECK ------------------------
Check uniform DL additive with concentrated load? > Y
Max span as'limited by concentrated loading > .000 feet
Check stresses due to concentrated loading....
V uniform DL > .000 kips
V concentrated load > .000 kips
V cap of joist > .601 kips <ok>
of allowable > .000
M uniform DL > .000 ft -kips
M max with load at midspan > .000 ft -kips
M cap of joist
MAXSPAN2
E
10:34 AM
--------------------------------------------------------7---------------
Rev 9-28-93
----------------------------------------------7-------------------------
Wood joists -
span capacity 11/29/01
Description >>floor joist
------------LOADING
DATA -----------
------------GENERAL DATA ------------
Dead load >
.010 ksf
Load duration factor > 1.000
Live load >
.040 ksf
Joist spacing > 16.000 inches
Total load >
.050 ksf
Repetitive (Y/N)?> Y
Tributary load >
.067 klf
-----------------------------------
Concentrated load>
.000 kips
Eq uniform load >
.000 klf
---------------------------SECTION
PROPERTIES ---------------------------
Member thickness
> 1.500
inches
Member width
> 5.500
inches
Section modulus
> 7.563
in"3
Area
> 8.250
in -2
Moment of inertia
> 20.797
in -4
--------------------------LUMBER DESIGN
VALUES --------------------------
Base values
Species Grade Fb
DFL NO2 875
Size factor Cf.
Size factor Cf
Size factor Cf
Repetitive member factor Cr
Adjusted values
Species Grade Fb Ft
DFL NO2 1308 748
-----------------------------MAXIMUM
Max. span as limited by:
Bending > 9.946 feet
Shear > 15.675 feet
Total load deflection (L/240) > 10.351 feet
6TL > .518 inches
Live load deflection (L/360) > 9.738 feet.:
6LL > .324 inches
-------------------------CONCENTRATED LOAD CHECK -------------------------
Check uniform DL additive with concentrated load? > Y
Max span as limited by concentrated loading > .000 feet
Check stresses due to concentrated loading....
V uniform DL > .000 kips
V concentrated load > .000 kips
V cap of joist > .523 kips <ok>
g of allowable > .000
M uniform DL > .000 ft -kips
M max with load at midspan. > .000 ft -kips.
M cap of joist
Ft Fv
575 95
> 1.300
> 1.300
> 1.100
> 1.150
FC -L FcJJ E
625 13.00 1600000
(APPLY TO Fb)
(APPLY TO Ft)
(APPLY TO Fc 1)
Fv FC -L FCJJ E
95 625 1430 1600000
SPANS-------------------------- ---
22-141.
50 SHEETS
AMOAO
22-142
100 SHEETS
22-144
200 SHEETS
H
w
k
_
N
4�
N
r
G
22-141 50 SHEETS
AM PAD
�° 22-142 100 SHEETS
22-144 200 SHEETS
6�
w
N
Tj
G
c
1
`, V
IF`
SSBM_6
11/
9:49 AM
------------------------------------------------------------------------
Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 11/29/01
----------------------------------- -------------------------------------
Description >> hdr-1
---------------------------------- GENERAL ------------------ --------------
Span (L) > 16.500 feet Repetetive ? > N
Reduce shear for bm depth > Y
Laterally supported (Y/N) > Y
lu > .000 feet
le > .000 feet
Slenderness factor Cs > .000
Ck > 22.210 „
-------------------------------- ACTIONS ----- ---------- ----.--------------
Uniform dead load > .217 kips/ft 33 °s TL
Uniform live load > .446 kips/ft 67. % TL
Uniform total load > .663 kips/ft
End reactions ...........................
DL > 1.790 kips
LL > 3.680 kips
TL > 5.470 kips
Design loads .................. ........
Total load moment (M) > 22.563 ft -kips
Total load shear (V) > 5.470 kips
--------------------------.LUMBER DESIGN VALUES --------------------------
Base values
Species Grade Fb Ft Fv FcJ- FcJJ E
DFGL 24F -V4 2400 1150 165 650 1650 1800000
Size factor Cf > .965 Apply to Fb
Size factor Cf > 1.000 Apply to Ft
Size factor Cf > 1.000 Apply to Fcu
Repetitive member factor Cr > 1.000
Load duration factor Cd > 1.000 «
Adjustment for lateral support > 1.000
Adjusted values
Species Grade Fb Ft Fv Fc -L Fc -u E
DFGL 24F -V4. 2317 1150 165 650 1650 1800000
--------------------------------BEAM DATA --------------------------------
Member width > 3.125 inches
Member depth > 16.500 inches
Required Actual Comment
S (in"3) > 116.877 141.797 <ok>
A (in"2) > 41.438 51.563 <ok>
I (in"4) > 1169.824
------------------------------DEFLECTIONS-------------------------------
Total load deflection > .525 inches L/ 377 <OK>
Live load deflection' >. .353 inches L/ 561 <OK>
Dead load deflection > .172 inches
Minimum camber (glu-lams) > .2
I-�)
PT_FTG2 9:51 AM
------------------------------------------------------------------------
Rev 9-30-93 Point footing 11/29/01
Description >>f -1
-------------Load data ------------- --------------Soil data -------------
P > 5.470 kips Soil brg capacity> 1.200 ksf
Uniform load > .0.00 kips/ft
Live load OW, > 67.000
--------------Concrete-----------------------Reinforcing steel ---------
FIC > 2.500 ksi Fy > 40.000 ksi
m > 18.824
0 > .900
------------------------------Footing data------------------------------
Footing size > 2.330 feet
Footing thickness (t) > 12:000 inches <ok>
Distance to reinf. (d) > 8.000 inches
Footing weight > .814 kips
Total P axial > 6.284 kips
Total bearing pressure > 1.158 ksf <ok>
Net bearing pressure > 1.008 ksf
Factored bearing pressure > 1.613 ksf (1.7*LL+1.4*DL)
----------------------------Footing stresses -------------------------------
Diagonal tension - factored loads - one way action <ok>'
Vu=(P net)*(effective area) > 3.126 kips
Vn=Vc=2(F'c)-.5*bw*d > 22.368 kips
Vn > 20.131 kips
Diagonal tension - factored loads - two way action <ok>
Vu=(P net)*(effective area) > 8.041 kips
Vn=Vc=4(Flc)-.5*bo*d > 51.200 kips
0 Vn > 46.080 kips
-------------------------Footing reinforcement -------------------
Mu=(P net)*bl"2/2 > 1.095 ft-kips/ft
Required Rn=(Mu/o)bd-2 > 19.005 psi
Required p (bending moment) > .0005
Required As (bending moment) > .046 in-2/ft = .107 in -2
Min. required p UBC 2610(f) > .0006 33% increase applied
Min. required As UBC 2610(f) > .061 in-2/ft = .142 in"2
Minimum reinforcement as governed by:
---Minimum reinforcement
--
1 No. 4 bars e.w.
1 No. 5 bars e.w.
I4'
PT_FTG2 9:54 AM
----------------------------7--------------------------=----------------
Rev 9-30-93 Point footing 11/29/01
Description >>f -2
-------------Load data------------- -=------------Soil-data-------------
P > 6.432 .kips Soil brg capacity> 1.200 ksf
Uniform load > .000 kips/ft
Live load > 67.000
--------------Concrete-----------------------Reinforcing steel---------
F'c > 2.500 ksi Fy > 40.000 ksi
m > 18.824
0 > .900
------------------------------Footing data ------------------------------
Footing size > 2.500 feet
Footing thickness (t) > 12.000 inches <ok>
Distance to reinf. (d) > 8.000 inches
Footing weight > .938 kips
Total P axial > 7.370 kips
Total bearing pressure > 1.179 ksf <ok>
Net bearing pressure > 1.029 ksf
Factored bearing pressure > 1.648 ksf (1.7*LL+1.4*DL)
----------------------------Footing stresses ----------------------------
Diagonal tension - factored loads - one way action <ok>
Vu=(P net)*(effective area) > 3.776 kips
Vn=Vc=2(F'c)-.5*bw*d > 24.000 kips
Vn > 21.600 kips
Diagonal tension - factored loads - two way action <ok>
Vu=(P net)*(effective area) > 9.565 kips
Vn=Vc=4(Flc)".5*bo*d > 51.200 kips
0 Vn > 46.080 kips
-------------------------Footing reinforcement ---------------------------
Mu=(P net)*bl-2/2 > 1.287 ft-kips/ft
Required Rn=(Mu/O)bd-2 > 22.347 psi
Required p (bending moment) > .0006
Required As (bending moment) > .054 in"2/ft = .135. in"2
Min. required p UBC 2610(f) > .0007 33%; increase applied
Min. required As UBC 2610(f) > .072 in-2/ft = 1.179 in -2
Minimum reinforcement as governed by:
---Minimum reinforcement --
1 No. 4 bars e.w.
1 No. 5 bars e.w.