HomeMy WebLinkAbout039-460-093NOTES RESIDENTIAL
039-460-083t 02-
P 3310
PERMIT NO. - MARTIN, LEE &r ALI
9368 LA ROSE CT., DURHAM
CONT: STORNETTA BROS.
NEW SINGLE FAMILY W/GARAGE
_ SPECIAL CONDITIONS
i
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY -
USE PERMIT CONDITIONS
SUB-STANDARD HOUSING LETTER
OFFICE COPY -
Address
GAS
Meter By Date`
ELECTRIC
Meter By Date I
JOB FINALED (Date)
i69c
3 _J
Signature
J=OK
0 = Not OK
- = Not Applicable
. = Not Ready
RESIDENTIAL (Single & Duplex) .'-
Date
' -
Date UNDESFLOOR (Plans) OK except #'s
L/FtgfMain; Soils-Elec. Grnd.-//Z /" Ftg. Depth
g. ,Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
tg,.eKrches & Decks; Soils -Steel-/ /" Ftg. Depth
Stemwalls, Main; Steel-Blockouts-Wrapped
Ga!HgWODowns and Special Anchors
lab, Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9!D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
11. Water Pipe; Test -Anchors -Regulator -Service Test
12. Electric Underground
13. Plenums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
15: Access & Ventilation
16. Insulation /%
Date Card B-1 ✓ Date Card B-1
Date Card B-1Date Card B-1
Dante ' P MBING (Permit OK except #'s
7. WatW ttr.: Vent -Access -Combustion Air Baffle
Test Fittings & Anchor -Nail Protection
dr•,
' o '-&J 30 ower Pan: Test. First Floor -Tub Access
Date
2Z,09s Pipe; Sixe & Anchors
23. Fire Sprinkler; Test
F ri Exhaust above insulation
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELECT_MAL (Permit) OK except #'s
Date
2 ix re & Transformer Clearance -Ins. Protection
Date
2 ec.. Receptacles Spacing -Lights & Switches at Doors
Date
2 izgiBbxes & No. of Conductors Stapled
o9m6i Installed Close to Edge of Studs & C.J.
io. Ground made up w/Mech Fasteners -Bon as & ter
29-12 Appliance Circuits in Kit n & Conductor Size GFI
'1feed Wire Size/ („ /g C r AI-A.C. Wire Size/ /ga Cu or Al
31. Range Circle/ /ga Cur AI -Oven Circ. / /ga Cu or Al
Insulated Neutral Yes O No t
32. Serv' -Riser Conductors & Ground Main Disconnect
p. Clearances Panels-Motors-Mech. Equip.
Ids Closet Light -Shower Light -Spa Light
moke Detector
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECH ICA Permit) OK except #'s
C. Do6tonsulation & Support
F ri Exhaust above insulation
ZAo9densate Drain & Overflow, Size & Grade
Xace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet
*60"Attic Access & Platform if Furnace in Attic
Date
Card B-1 / Date Card B-1
Date
Card B;)Date Card B-1
Date
FRAMT& jKrmit) OK except #'s
roper Materials & Anchors
alls Studs -Nailing Spacing & Braces -Plates -Sound
43. BSortlIg Walls over Girders & Floor Nailing
raft Stop in Walls (rat proof)
L4,!! r tops; Furred Ceilings -Stairs -Chasers -Tubs
46-'0HP,qriers & Beams -Size & Bearing
A,
Date FRAMINUContinued)
48e<in�jst'Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng.
49,41epidbe Ties or Type A Flue -Fireplace Throat Clearance
5 is Access; Size & Romex Protection -Draft Stop -Ins. Baffles
5 Windows or Exiting Doors -Sill Ht. & Dimensions
5 qe Fire Protection Framinq-RC Channel
53.
5¢ ExLR'bors.One 3' -Check Garage 3rd Story, 2 Exits
55. Stai idth-Headroom-Rise-Run-Landing-Fire Protection
Vents -Rafter Outriqqers
51. Sidi g -N "ling Veneer
%tTresh-Drip Screed -Fd. Vents-Underflr. Access
Wall Panels
/63C4f filtration-Wa -Windows
Date—l-j—G3 Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FIN tans) OK except #'s
xt. Steps -Door & Sidelight Protection-Landiigs
Smoke Detector
.66s Furnace Vents -clearance -Comb, Air-Connector-
_,IRGarage; Above Floor-Ducts-Mech. Protect.on
Broom Exiting
.F.I. & Bath Fixtures & Tub Access -Spa
W. Elec. Trim & Subpanel, Breaker Sizes & Labels
-i9r tairs & Rails
fireplace or Stove, Clearance -Hearth
c. Outlets at Wood Panel, Int. & Ext.
i . Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
V.Xlec. Outlets & Receptacles at Kit. Counter
Pf G age Fire Door; Swing -Landing -Closure
d.6-. .C. Duct in Garage -Damper
/91'tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
Zarage; Above Floor-Mech. Protection
b.; Elec. & Mech. Equip. Listed for Location
lec. Receptacles in Garage (F.F.I.)-Romex Protection
. Insulation -Foam -Looked in Attic
-8t- Guard Rails & Deck Construction -Post Caps
-62v Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor O Yes
174 83. F lowing Instld./Drive O Yes O No/Walks O Yes O No'Planters O Yes l7 No
.'s(ucco Brown -Finish
�eff. Unit Disconnect, Electrical -Plumbing
is Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
ter Well, Disconnect, Electrical, Plumbing
teVCerior Elec. Trim, G.F.I. Receptacle-Underg,ound
W. Yofiqlation Throughout House
ass Protection
rrections from Previous Inspections
Test -Meters Tagged, Gas -Electric
VjKtgr & Sewer Connected -C/O to Grade -HD Approval
ergy Compliance Certificate -Other Certificates
Address Posted
96"' Fire Sprin
Dat 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:
J=OK
a
0 = Not OK
= Not Applicable
. =Not Ready
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
Gas; Location -Test -Wrap;-/ P' L 'ft.
/ P Nat. or/ /" L "ft./ P LPG
1. Zoning Requirements -Setbacks -Easements
7.
2. Soils; Special MH Support Sketch
3. Sewer; Location -Test -Fall -C/O -Concrete
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- Beams- Rftrs-Connectors
Shthg-Frg-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
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 POOLS (Plans) OK except #'s
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distance-GFI
5. Elec.; Pool Lighting; 15 Volts-GFI
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes -Enclosures -Panel boards -Ins. to Main Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
11. Light Niche
12. Enclosure; Fencing -Alarms
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
4.
Water; Location -Test -Easement Needed (Sketch)
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
6.
Gas; Location -Test -Wrap;-/ P' L 'ft.
/ P Nat. or/ /" L "ft./ P LPG
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
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PERMANENT END SYSTEM (ONLY)
1. Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line
3.
Blocking
4.
Gas; MH Test -Demand -Valve
5.
Electricity; MH Test
6.
Water; MH Test
7.
Water and Sewer Connected
8.
Gas and Electricity Tagged
9.
Exits
10.
License Decals
11.
Verify #'s with Office
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts- Beams- Rftrs-Connectors
Shthg-Frg-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
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 POOLS (Plans) OK except #'s
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distance-GFI
5. Elec.; Pool Lighting; 15 Volts-GFI
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes -Enclosures -Panel boards -Ins. to Main Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
11. Light Niche
12. Enclosure; Fencing -Alarms
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
. 7 County Center Drive • Oro\tille, California 95965 • Telephone (530) 538-7541 .PERMIT 110.
(Rev.12(96) - ". APPLICATION AND PERMIT ����
ASSESSOR PARCEL NUMBER
ZONING
BUILDING PERMIT
OWNER
TELEPHONE
s�Qc, n� �
SO. FT. OCC. BUILDING VALUATION
7 - q00
OWNER'S MAILING ADDR S .-
2-315 �` M O q 1 tt
CONTRACTOR'S NAME TELEPHONE
CONTRACTORS MAILING ADDRESS .,
106-46 '9011TH MILLER AVE.7f1 n
CONSTRUCTION LENDER - r r .-
Fireplace
LENDERS MAILING ADDRESS
Total Valuation$ q
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee
$
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$
BUILDINGADDRESS
AIAR LA, ROSE My M
Energy Plan Checking Fee
$
$
PERMIT FEE
$ 1 Z r)
LOT NO. `
n
SUBDNISION'S NAME
PARCEL MAP
PLUMBING PERMIT
Filing F&i 20.00
Each Trap
7.00
USEOFSTRUCTURE
SF_4 Duplex ❑ Mobilehome ❑ Other
SPECIFY
Solar or heat pump water heater
23.00
Water piping
15.00
Each as water heater or vent
15.00
TYPE OF WORK
Neww Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: N ,W STN(;T.F FAMTT.V
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G I W
@20.00
PERMIT FEE
$ rv-,
ELECTRICAL PERMIT
Filing Fee 20.00
Main Service xa0A OR LESS
23.00
LICENSED CONTRACTOR'S 'DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.POWER
-
'License Class Lic. No. 15 1 1 " i
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO 1000A
46.00
NEW CONST. DWELUNG OCCUP.
OR ADDNS. ( 8 ACC. BLDS.
SO
3.5¢FT.
NOµHESID. MULTI- CIRCUITS OUTLET
@7,50
APPARATUS
b SINGLE OUTLET CI R.
Ex. Occu OUTLET OR FOTTURES
20
BAL @ .50
LED APPLNS. OR
Ex. Occup. ETS RESIO. EA
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wirina
23.00
PERMIT FEE
$ 14q SS
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor r Code, for the
performance of the work for which this permit is issued.
❑/Ilave 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�CT,- C S;.� .. c 1r--. �. .,
Policy Number �s1 Z ".� c��a �^�ta �• c>, I
(The above sections need not be completed 0 the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700' of the Labor Code, I shall
forthwith comply with those provisions.
��
X Date 1 '1► '- -2_ — `� L
Signature of App cant - ❑ Owner ❑-Contractor ❑ Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
MECHANICAL PERMIT
Fling Fee 1 20.00
Heating 1 b5_00
Cooling
Hood 6.50 1-9 r1a
Ventilation
PERMIT FEE $76.50
Mobile Home Installation Fee $
Energy Inspection Fee $ 46.W
OCC
CONST. TYPE
TOT L FEE $ 1
1 (
HAZ.
/
D. FEES IMP
FLOOD
CDF
r-
PAi)t:EL.
AR
�/
HD suE
This permit is hereby issued under
of the Butte County Code and/or
indicated above for which fees have
By
PERMIT EXPIRES ON
the applicable provisions
Resolutions to do work
been paid.
Date
Dere
Receipt No. n � 1 11S -7 G il'7
WHITE-D.D.S.-B. D. CANIRY'ASSESS0R P N -INSPECTOR GOLDENROD. APPLICANT
LOERKE INSULATION CO., INC. INSULATION CERTIFICATE
i. ROOF
Materfal
Thidctr (bu�ces)
2. CEILING
Batt or Blanket Type .FNeMWs Haas
Thickness (inches) .3
Loose FB Type Fiberglass
Contreclo/s min. installed weVM sq.. 61 S tb,
Brand Name
e (R Vah�e)
Brand Nam Johns Manville
Thermal Resistance (R -Value) '�3g
Braid Name Johns Mamr&
Minimum Thiess i S • -qS inches.
Iftmftchnes knuffied vveW Per square toot to admire Thermal Resistance (R VWw)1'Z3g
3. EXTERIOR WALL
Material EMMON NO
Thk*ness (an ) 6.5
4. RAISED FLOOR
Material
Thickness )
5. SLAB FLOOR / PERIMETER
Material
Thwkness
fthneWJas"m Deo @W"z=
8. FOUNDATION WALL
f
Thickness �--
Broad Name Johns Mame
Themnal Resistance (R-VSW 2\` -
Brand Name
(R Vatus)
Brand Name
esistance (R-VatueL
Bred Name
Th(R ValueL.
re 1 4,,.. i :.tet. • •.
' Genera corrtracbr ame O� �
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. i
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.
d vc
5 i P6 e*.
Date
REV 10/92
` —COUNTY OF BUTTE.,,. .
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA -! (530) 1391-2751
7 County Center Drive • Oroville, CA • (530) 538-7541 r
CORRECTION NOTICEAl
OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is 'R
completed. if you have any questions pertaining to this matter, or need additional explanation,
please contact. Pis office immediately. �
f �W[;
t
131/-x
--.
—COUNTY OF BUTTE .. , . .
L , , • . , ..,, BUILDING DIVISION','." , -
DEPARTMENT OF DEVELOPMENT SERVICES
4ff'Main Street - Chico, CA - (530) 891-2751
7 County Center Drive - Oroville, CA - (530) 538-7541
CORRECTION NOTICE
O,)-
OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address an should be corrected. Please notice this office when correction of work Is
completed. If yo have any questions pertaining to this matter, or need additional explanation,
please contact , is office immediately.
MA
a
&
Aki'L&Aez
WOV G'
L
` /10 tll G�
/W/z
—
,j
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MA
a
COUNTY OF BUTTE
BUILDING DIVISION ........
DEPARTMENT OF DEVELOPMENTSERVICES
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
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75410 L7
T
(Rev.12/96) APPLICATION AND PERMIT Z- L��
ASSESSOR PARCEL NUMBER
039-460-0-&4� 93
ZONING
SPI-1
BUILDING PERMIT
OWNER
MARTI
TELEPHONE
899-0213—
SO. FT. OCC. BUILDING VALUATION
OWNERS MAILING ADDRESS
2315 TURNTREE C1, DURHAM, CA QSQIR
744 U 1 :399-00
CONTRACTOR'S NAME
STORNETT343-6656
HONE
c
CONTRACTORS MAILING ADDRESS
-
CONSTRUCTION LENDER
Fireplace 1900 00
LENDER'S MAILING ADDRESS
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
Fee
$ 20.00
—Filing
Permit Fee
$ 797-00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$
BUILDINGADDRESS
Energy Plan Checking Fee
$
PERMIT FEE
$
LOT NO. 36
SUBDIVISION'S MIME
PARCEL MAP
PLUMBING PERMIT
ri ling Fee 20.00
Each Trap
7.00
USEOFSTRUCTURE
SFA Duplex ❑ Mobilehome ❑ Other
SPECIFY
Solar or heat pump water heater
23.00
Water piping
15.00
Each gas water heater or vent
15.00 5 00
TYPE OF WORK
New)i Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: NEW SINGLE FAMILY
Gas piping system 1 - 5 outlets
15.00 15 QQ
Building sewer
15.00 1
Mobile Home S G W
920.00
PERMIT FEE
$
ELECTRICAL PERMIT
Filing Fee 20.00
Main Service 200A OR LESS
23.00 0Q)
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 iforce and effect. _
License Class Lic. No. 15 1 �( 1 �i
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that 1 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.
WI 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' compensatio nsurance carr and policy aWber are:
Carrier ST01rQ . tzs .
Policy Number p%Q) 4=c� 3"-l0 — Q, j
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
X Date i "�- — �-"' �--
Signature of ApAcant - ❑ Owner ontractor ❑ Agent
An OSHA permit is required for excavations over 5'0" deep and demolition or construction
of structures over 3 stories in height.
Mein Service zoOA TO 10ooA
v
46.00
NEW CONST. D ."NG UP. SO
OR ADDNS. ( 8 ACC. Blas. 3•SQ FT.
NON-REOSID. T. MULTI -OUTLET @7.50
POWER APPARATUS
8 SINGLE OUTLET CIR.
Ex. Occup. OUTLET OR FIXTURES BAL O 1.5500
FlXED APPLNS. OR
Ex. Occup. 5.00
ourLETs RESID. EA
Temporary Service 23.00
Mobile Home Facilities % 20.00
Misc. Wiring 23.00
PERMIT FEE $
MECHANICAL PERMIT Fling Fee 20.00
Heating 25 QQ
Cooling
Hood 6.50 - cn
Ventilation
PERMIT FEE $
Mobile Home Installation Fee $
Energy Inspection Fee $ 46.00
c TO L FEE $
HAZ D. FEES I OOD cop p CEL HD SUE
—
This permit is hereby issued under the
of the Butte County Code and/or
indicated above for which fees have
-
By
PERMIT EXPIRES ON 3
applicable provisions
Resolutions to do work
been paid.
/ 3
jDate
! o
ate
ReceiptNo.16 0`�
WHITE-D.D.S.-B.D. CANAR -ASSESSOR PI -INSPECTOR GOLDENROD -APPLICANT
1"/
E.N. U AIL7
Plot Plan Anachod _
Floor Plan Att=ftad G�
Sant to B.O. U l
�-- 33«
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance Col 3
07 -IV
Owner Location AP#
Plan Approved for: Sewage Disposal Water Supply: Public Private Well
Clearance for dwelling. Other
Finrance O.K. for:
NOTE:
Environmental Health Specialist
8/96
*,
61
r
COUNTY OF BUTTE-DEPAF�TMENT°QF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville,,tA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET 10+ 3 (_
OWNER: ASSESSOR PARCEL NUMBER Q3'� - 'Tt0 () ^ 03 rot
Proposed Building Use:. 0 t AS 1 Counter Technician: Date:
Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in ordei to Jpply.
GY*11 .. Plot plans, 3 or 4 sets, signed,ty the preparer of the plans.
QeT Complete plans, 3 or 4 sets, signed by the preparer of the plans.
❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
❑ 4. Engineered truss details and layouts in duplicate. No faxes!
Energy 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.
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 ....................................
❑ 10. Letter of intent for non-residential buildings.........................................................
❑ 11. Detached Accessory Building Form filled out by the owner .....................................
❑ 12. Hazardous Material Form............................................................................... _
❑ 13. Other
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
ees as shown on the attached Schedule of Fees Due Sheet................................3.77-5
1 Statement of Intent for Non -heated and A/C Buildings ............
.................................
V16. Sanitation and plot plan approval from the Environmental Health Department in
❑ 17. City of Chico Plumbing permit.........................................................................
❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ......................
❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: 12 . q -02-
0
.-A2-
❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ..............................
bgkk 1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancyy<).
❑ 2T 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....................................................................
%L7. Recorded copy of Agricultural Acknowledgment Statement .................................... 12-
0 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:
When issued Telephone and hold for pickup.
I have been informed of
the above items and requirements for obtaining a building permit.
Applicant: C��(31°A �- �' Date:
1. Index permit application for the above items numbered: /A e �tter
2. AAditWnal items required i '
, esigner, owner, was advised cf the above data by ph e' • il, ❑ counter, by ..Date: l
Contractor, designer, owne , was advised of the above da a by ❑ phone, ❑ mail, ❑ counter, by Date:
Plans reviewed by: �� h Date: Plans approved by: _Date:
Structural reviewed by: Date: Structural approved by: L Date:
!Note transfer by: — �4= j� Date: , t
• A Ye ow: Building Division
COUNTY OF.BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
SCHEDULE OF FEES DUE
PROP G USES
ILDING PERMIT FEES I I /_S ,
Balance Due .................. . $ , ((�
Additional Fees Due ............... .
Additional Fees Due ................. $
Revised Plan Checking Fee ........... $
2. SCHOOL DISTRICT FEES o�-�
at District Office) (Available after Plan Check)
&:;esidential
E F FEES (paid at Building Division) /
...................... —x$360.
Units I
Commercial (sq. ft.) ............... x $0.03—= -$-----
Sq. ft.
4. URBAN AREA FEES (paid at Building Division)
Residential ................... —x—=$
# Units Amt.
G
Commercial (sq. ft.) ............ —x—=$
Sq. ft. Amt.
Ibt3C�
A.P. #t -
DATE Q-20--
RECEIPT # DATE REC.
375765 3,17'G
RECREATIONAL DISTRICT FEES _
(paid at District Office) (Available after Plan Check) /-y -'
THERMALITO DRAINAGE DISTRICT FEES `( C� �l
$510.00 (paid at Building Division) _
7. SRA FIRE INSPECTION AND PLAN CHECK
$89.00 (paid at Building Division) _
8. WATER TENDER FEES (Battalion # )
$200.00 (paid at Building Division)
9. CSA 87 TRAFFIC FEE
$2500.00 (paid at Building Division)
10. OTHER
eo Z, ( -7 / 0 -1,
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees
may be changed during the plan checking process.
APPLICANT DATE 1 2—
Pursuant
Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been
imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned
items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a).
Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00)
_�-v - r _y ,., vim..,✓'-, v. r v .� �..-v i:,.r V' �-.-;. �- .. _. _ �.... � o � - - r �- � - - -
C Sa A
BUTTE COUNTY PARK FAOILITY-FEE PAYMENT CERTIFICATION FORM
DURHAM RE9.8EA-1 ON AND PARK DISTRICT
Assessor Parcel` Number (s):
Property Owner (s):��.
�
g3 ����
Project Location/Address: � � � �-!
Subdivison Name: Assessable Square Footage: 7� .
Type of Residential Development (check one):
New Development Alteration/Addition Mobile Home (s) ❑ Non -Residential to Residential
Comments:
Building Division Representative Date
Durham Recreation and Park District (DRPD) certifies that
Lee
Applicant Name
4L. t, L
9'2
(4 R 4 G� froc� C .
Street Address
C A
-02-13
Applicant Phone Number
I
City State Zi,p Code.
has complied with the requirements of the Butte County Board of Supervisors Resolution No.
93 - 114 by payment for ZZ -7 Z square feet at $ 1.04 per square foot for a total payment
of $
613P Representa ive
PAID BY CHECK No.: �
BANK No.: 90 -q2 -02 -
PAID
0-q2O2PAID BY CASH:
RECEIPT No.: J(p S LO (p
Remarks:
2-112-t-1 D
Date
DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION
t •,�.
School District
A.P. Number
Property Owner
Property Location/Address
Subdivision
Residential Development
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One f?Stg per Building)
04W
Lf S 1> Building Department No.
Jurisdiction: City County
0
No o Living Mobile Home
Units Installation
Commercial%Industrial
New Addition
Building Department Repre es ntat ve
6 4n
Lot No.
..................................................................................................................
Sq. Footage 7
Addition/ *Supplemental to (Group R)
Conversion Permit #
*(No foundation inspection;:
...................................................................................................................
,may, -;--_mow. -��..- ...• :,.ri_- �..._�,:. �. �: .� _ _ .. _. � .•
Sq. Footage
(including Exterior
Roofed Areas)
Irioor mans reviewed Dy Scnooi uistnct versonneu
District Identification No.
Date
,bu,eAlt" UN/'Cl --fl School District certifies that 7-1 AJ
(Applicant)
7 --
(Street Address) (Phone Number)
Du,e40-M 0 q 9S93 S
(City) (State) (Zip Code)
has complied with the requirements of Resolution No. 0.19-04 by payment of $ Z/ r6 ? . tJ $'
representing w;?49 square feet. AB 2926 $
+ jFULL MITIGATION.,.. S .
�
School District Representative Date
Paid by Check 11 / Remarks:
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 660201a), 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 ICEQA),
this project may be subject to additional school fees to fully mitigate its impact on the school district's schools.
White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm
~--~-~-' -' �� -' ' --`-`'---' --��-�~-/-/-r----�
0, .s
nicwthStar
ENGINEERING
Civil Engineers • Planners • Surveyors
Al 1-21=03
STRUCTURAL CALCULATIONS
PROJECT: Lee and Ali Martin Residence
LOCATION: Lot #36, Durham Land Estates #4
Butte County, California
JOB NUMBER: 7912
DATE: January 22, 2003
CODES: California Building Code, 2001 Edition Al
CODE ENFORCEMENT: County of Butte Building Department
LOADS: Seismic Zone: 3
Wind Speed: 75 mph Exposure: B (Method 2 used, u.n.o.)
Soil Bearing: 1000 psf (per CBC TABLE 18 -I -A)
I.
NOTES: Are Special Inspections required for Engineering Elements Designed by
NorthStar Engineering? No
NorthStar Engineering is not responsible for these calculations unless this
sheet is stamped by a registered professional engineer and wet signed
with RED or BLUE ink.
GENERAL: Any structural or non-structural items that are not specifically addressed in
the following calculations and or details are designed by others and are not
the responsibility of NorthStar Engineering.
f.
Page 1 of
"North$tar, 20 DECLARATION DRIVE
ENGINEERING CHICO, CA 95973
BY: JMR 530-893-1600
1/22/03 FAX 530-893-2113
JOB NO: 7912
PG. 2 OF
Al 1-21-03
LATERAL DESIGN
BASED ON THE CALIFORNIA BUILDING CODE, 2001 EDITIONA1
GRAVITY LOADS. ROOF: COMPOSITION SHINGLES
3.0
PSF
1/2" OSB OR PLYWOOD
1.5
PSF
FRAMING
3.0
PSF
R-30 INSULATION (OPTIONAL)
2.0
PSF
5/8" GYPSUM WALLBOARD
3.2
PSF
MISCELLANEOUS
1.3
PSF
DEAD LOAD
14.0
PSF
LIVE LOAD
16.0
PSF
TOTAL LOAD
30.0
PSF
LATERAL LOADS: SEISMIC: 2.5 * 0.36 * W = 0.200 W
y
4.5
WHERE R = 4.5
SOIL PROFILE = Sd FOR STIFF SOIL PROFILE
Ca = 0.36 PER UBC TABLE 16 - Q
r-max=(V/2)"10/(Iw*V)=5/Iw=5/18'=
0.27778
p = 2 - 20 I (r -max * (Ab)^0.5) = 2 - 20 / (r -max *
4043^0.5)
=
0.87
P = 1.00
E = p VW = 0.200 W (PER UBC EQ.
30-1)
NET FORCE = 0.200 W 11.4 = 0.143 W
WIND: EXPOSURE = B METHOD 2
WIND SPEED = 75 MPH
Cq 1.3
DESIGN
qs 14.5 PSF
PRESSURE
Ce 0-15' = 0.62 Cq*qs*Ce
=
0.0117
KSF
15'- 20' = 0.67
=
0.0126
KSF
20'- 25' = 0.72
=
0.0136
KSF
25'- 30' = 0.76
=
0.0143
KSF
30'- 40' = 0.84
=
0.0158
KSF
General Notes:
1. The engineer is responsible for the structural items as noted in the following calculations. Should any
changes be made to the design as detailed in these calculations without written approval from the
engineer then the engineer assumes no responsibility for the entire structure or portions thereof.
2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the
responsibility of the contractor or owner.
3. These calculations are based on a completed structure. Should an unfinished structure be subject to
loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility.
4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions
must be brought to the attention of the engineer.
5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions
encountered must be brought to the attention of the engineer.
6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements).
BY: p, t.taCdM
DATE: I I Z
JOB NO: -7 m ENGINEERING
PAGE 3 OF Civil Engineers* Planners *Surveyors
EF
r
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893.2113
1
I
JE
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893.2113
By: MEM No thSta "
Dat2 ENGINEERING
Jobob No. No. 79 7912
Page of
LATERAL DESIGN
SHEAR WALL LINE 1:
INDICATES LENGTH OF DIAPHRAGM
WITHOUT SHEAR PANEL, TYP.
L1 �Lsw1 � L2 �Lsw2 L L3 LLsw3 L L4
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
INDICATES SHEAR WALL
PANEL SECTION, TYP.
L5 LLsw5 I, L6
L1 = 1.5 FT Lsw1 = 4 FT
L2 = 10.5 FT Lsw2 = 3 FT
L3 = 10.83 FT Lsw3 = 4 FT
L4 = 1.5 FT Lsw4 = 13.67 FT
L5 = 0 FT Lsw5 = 0 FT
L6 = 0 FT
TOTAL LENGTH OF WALL (L) = 49 FT
SHORTEST LENGTH OF SHEAR WALL = 3 FT
LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 6.85 K
LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 6.79
K
LATERAL FORCE THAT GOVERNS (V) 6.85 K SEISMIC GOVERNS
WHERE
CONSTANT FOR SEISMIC CALCULATIONS (K) =
0.143
TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) =
2305 FT12
DEAD LOAD OF DIAPHRAGM (DL) .=
0.014 KSF
LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) =
149 FT
LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) =
110 FT
HEIGHT OF TRIBUTARY WALLS (Hwall) =
9 FT
DEAD LOAD OF WALLS EXTERIOR (Dlwint) =
0.016 KSF
DEAD LOAD OF WALLS INTERIOR (Dlwext) =
0.01 KSF
TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall./ 2) *
(Lwext * Dlwext + Lwint * DLwint)
W =
47.948 K
TRIBUTARY WALL AREA FOR WIND (AREAw) =
581 FT^2
WIND PRESSURE (P) =
0.0117 KSF
By: MEM
Date: 8/12/02
Job No. 7912
Page 5 of
SHEAR WALL LINE 1:
NorthStar
ENGINEERING
(CONTINUED)
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5)
IV= 0.278 KLF
UPLIFT FORCE (Fuplift) = v * Hwall = 2.50 K
DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw/ 2 * Hwall * Dlwext)
Fdwn = 0.14 K
NET UPLIFT FORCE = Fuplift - Fdwn = 2.35 K HOLDOWN REQUIRED
DRAG STRUT FORCE
DSF1 = (V / L) * L1 = 0.21 K
DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.34 K
DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ -1.13 K
DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) _ -0.71 K
DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) _ -2.23 K
DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) _ -1.67 K
DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) _ -1.88 K
DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4)
DSF8 = 0.00 K
DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5)
DSF9 = 0.00 K
DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5)
DSF10 = 0.00 K
MAX. DRAG STRUT FORCE = 0.34 K
MIN. DRAG STRUT FORCE _ -2.23 K
USE: SHEAR WALL NO. 2
PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B.
MSTC28 STRAP AT ALL TOP PLATE SPLICES
By: MEM
Date: 8/12/02
Job No. 7912
Page of
SHEAR WALL LINE 2:
INDICATES LENGTH OF DIAPHRAGM
WITHOUT SHEAR PANEL, TYP.
L1 LLsw1 L L2
NorthStar 20 DECLARATION DRIVE
ENGINEERING CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
INDICATES SHEAR WALL
Vi PANEL SECTION, TYP.
L3 LLsw3 L L4 L Lsw4L L5 LLsw5 I, L6
L1 = 1.5 FT Lsw1 = 16 FT
L2 = 17.5 FT Lsw2 = 8 FT
L3 = 6 FT Lsw3 = 0 FT
L4 = 0 FT Lsw4 = - 0 FT
L5 = 0 FT Lsw5 = 0 FT
L6 = 0 FT
TOTAL LENGTH OF WALL (L) = 49 FT
SHORTEST LENGTH OF SHEAR WALL = 8 FT
LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 6.02 K
LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 5.33
K
LATERAL FORCE THAT GOVERNS (V) 6.02 K SEISMIC GOVERNS
WHERE
CONSTANT FOR SEISMIC CALCULATIONS (K) =
0.143
TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) =
1738 FT^2
DEAD LOAD OF DIAPHRAGM (DL) =
0.014 KSF
LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) =
137 FT
LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) =
176 FT
HEIGHT OF TRIBUTARY WALLS (Hwall) =
9 FT
DEAD LOAD OF WALLS EXTERIOR (Dlwint) =
0.016 KSF
DEAD LOAD OF WALLS INTERIOR (Dlwext) =
0.01 KSF
TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) *
(Lwext * Dlwext + Lwint * DLwint)
W =
42.116 K
TRIBUTARY WALL AREA FOR WIND (AREAw) =
456 FT A2
WIND PRESSURE (P) =
0.0117 KSF
By: MEM NorthS'tar 20 DECLARATION DRIVE
Date: 8/12/02 ENGINEERING CHICO, CALIFORNIA 95.973
Job No. 7912 530-893-1600
Page % of FAX 530-893-2113
SHEAR WALL LINE 2: (CONTINUED)
LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5)
IV= . 0.251 KLF
UPLIFT FORCE (Fuplift) = v * Hwall = 2.26 K
DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext)
Fdwn = 0.38 K
NET UPLIFT FORCE = Fuplift - Fdwn = 1.87 K HOLDOWN REQUIRED
DRAG STRUT FORCE
DSF1 = (V/ L) * L1 = 0.18 K
DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 1.86 K
DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ -0.29 K
DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.74 K
DSF5 = v * (Lsw1 + Lsw2) - (V / L).* (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K
DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K
DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K
DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2.+ Lsw2 + L3 + Lsw3 + L4 + Lsw4)
DSF8 = 0.00 K
DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L)' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5)
DSF9 = 0.00 K
DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5)
DSF10 = 0.00 K
MAX. DRAG STRUT FORCE = 1.86 K
MIN. DRAG STRUT FORCE _ -0.29 K
- USE:
SHEAR WALL NO. 2
aHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B.
MSTC28 STRAP AT ALL TOP PLATE SPLICES
By: MEM
Date: 1/22/03
Job No. 7912
Page of
Al 1-21-03
SHEAR WALL LINE A:
INDICATES LENGTH OF DIAPHRAGM
WITHOUT SHEAR PANEL, TYP.
L1 L Lsw1 L L2
NorthStar
ENGINEERING
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
INDICATES SHEAR WALL
PANEL SECTION, TYP.
L4 L Lsw4L L5 LLsw5 L L6
L1 = 1.5 FT Lsw1 = 4 FT
L2 = 8 FT Lsw2 = 4 FT
L3 = 4 FT Lsw3 = 4 FT
L4 = 28.67 FT Lsw4 = 3.92 FT Al
L5 = 15.17 FT Lsw5 = 3.92 FT
L6 = 1.5 FT
TOTAL LENGTH OF WALL (L) = 78.68 FT
SHORTEST LENGTH OF SHEAR WALL = 4 FT
LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 6.42 K
LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 4.15
K
LATERAL FORCE THAT GOVERNS (V) = 6.42 K SEISMIC GOVERNS
WHERE
CONSTANT FOR SEISMIC CALCULATIONS (K) =
0.143
TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) =
1949 FT^2
DEAD LOAD OF DIAPHRAGM (DL) =
0.014 KSF
LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) =
156 FT
LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) =
143 FT
HEIGHT OF TRIBUTARY WALLS (Hwall) =
9 FT
DEAD LOAD OF WALLS EXTERIOR (Dlwint) =
0.016 KSF
DEAD LOAD OF WALLS INTERIOR (Dlwext) =
0.01 KSF
TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) *
(Lwext * Dlwext + Lwint * DLwint)
W =
44.953 K
TRIBUTARY WALL AREA FOR WIND (AREAw) =
355 FT^2
WIND PRESSURE (P) =
0.0117 KSF
By: MEM
Date: 1/22/03
Job No. 7912
Page of
Al -21-03
SHEAR WALL LINE A:
Nor#hS#ar
ENGINEERING
(CONTINUED)
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5)
IV= 0.324 KLF
UPLIFT FORCE (Fuplift) = v * Hwall = 2.91 K
DOWNWARD FORCE RESISTING UPLIFT (.Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext)
Fdwn = 0.19 K
NET UPLIFT FORCE = Fuplift - Fdwn = 2.72 K HOLDOWN REQUIRED
DRAG STRUT FORCE
DSF1 =(V/L)-Ll = 0.12 K
DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 0.85 K
DSF3=v*Lsw1-(V/L)*(Ll +Lsw1 +L2)= 0.19 K
DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 1.16 K
DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.83 K
DSF6 = v' (Lsw1 + Lsw2 + Lsw3) - (V / L)' (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = 1.80 K
DSF7 = v' (Lsw1 + Lsw2 + Lsw3) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) _ -0.54 K
DSF8 = v' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L)' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4)
DSF8 = 0.41 K
DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5)
DSF9 = -0.83 K
DSF10 = v(Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5)
DSF10 = 0.12 K
MAX. DRAG STRUT FORCE = 1.80 K
MIN. DRAG STRUT FORCE _ -0.83 K
USE:
SHEAR WALL NO. 3
PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B.
MSTC28 STRAP AT ALL TOP PLATE SPLICES
By: MEM
Date: 8/12/02
Job No. 7912
Page IO of
SHEAR WALL LINE B:
INDICATES LENGTH OF DIAPHRAGM
WITHOUT SHEAR PANEL, TYP.
L1 LLsw1 L L2
NorthStar
ENGINEERING
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
INDICATES SHEAR WALL
PANEL SECTION, TYP.
L3 [,Lsw3 L L4 L Lsw4L L5 LLsw5 L L6
L1 = 7.5 FT Lsw1 = 4 FT
L2 = 8.5 FT Lsw2 = 4 FT
L3 = 26 FT Lsw3 = - 4 FT
L4 = 17 FT Lsw4 = 6 FT
L5 = 1.67 FT Lsw5 = 0 FT
L6 = 0 FT
TOTAL LENGTH OF WALL (L) = 78.67 FT
SHORTEST LENGTH OF SHEAR WALL = 4 FT
LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 6.53 K
LATERAL WIND FORCE ON WALL (Vw) = AREAwP = 3.28
K
LATERAL FORCE THAT GOVERNS (V) = 6.53 K SEISMIC GOVERNS
WHERE
CONSTANT FOR SEISMIC CALCULATIONS (K) =
0.143
TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) =
2094 FT^2
DEAD LOAD OF DIAPHRAGM (DL) =
0.014 KSF
LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) =
138 FT
LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) =
143 FT
HEIGHT OF TRIBUTARY WALLS (Hwall) =
9 FT
DEAD LOAD OF WALLS EXTERIOR (Dlwint) =
0.016 KSF
DEAD LOAD OF WALLS INTERIOR (Dlwext) =
0.01 KSF
TRIG. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2)'
(Lwext' Dlwext + Lwint' DLwint)
W =
45.687 K
TRIBUTARY WALL AREA FOR WIND (AREAw) =
281 FT^2
WIND PRESSURE (P) =
0.0117 KSF
j
1'
By: MEM
Date: 8/12/02
Job No. 7912
Page 1 I of .
SHEAR WALL LINE B:
NorthStar
ENGINEERING
(CONTINUED)
20 DECLARATION. DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5)
IV= 0.363 KLF
UPLIFT FORCE (Fuplift) = v * Hwall = 3.26 K
DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3.* (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext)
Fdwn = 0.19 K
NET UPLIFT FORCE = Fuplift - Fdwn = 3.07 K HOLDOWN REQUIRED
DRAG STRUT FORCE
DSF1 = (V / L) * L1 = 0.62 K
DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.50 K
DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + L2) _ -0.21 K
DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1.+ L2 +. Lsw2) = 0.91 K
DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3) _ -1.25 K
DSF6 = v ' (Lsw1 + Lsw2 + Lsw3) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) _ -0.13 K
DSF7 = v(Lsw1 + Lsw2 + Lsw3) - (V / L)' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) _ -1.54 K
DSF8 = v' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4)
DSF8 = 0.14 K
DSF9 = v' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L)' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5)
DSF9 = 0.00 K
DSF10 = v ' (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5)
DSF10 = 0.00 K
MAX. DRAG STRUT FORCE = 0.91 K
MIN. DRAG STRUT FORCE _ -1.54 K
USE:
SHEAR WALL NO. 3
PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A:B.
LSTA36 STRAP AT ALL TOP PLATE SPLICES
By: MEM
Date: 8/12/02 „
Job No. 7912
Page 12 of
GARAGE DOOR BEAM - BM1 & BM2
MAXIMUM TRIBUTARY WIDTH (Wtrib) _
MAXIMUM SPAN LENGTH (Lspan) =
NorthStar
ENGINEERING
UNIFORM DEAD LOAD (wDL) = DL * Wtrib =
UNIFORM LIVE LOAD (wLL) = LL * Wtrib =
WHERE
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
w
13.5 FT
10.5 FT
189 PLF Lspan
216 PLF
DL = 14 PSF
LL = 16 PSF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: 4X12 DOUGLAS FIR LARCH #1
BEAM AT LIVING ROOM - BM3
w
MAXIMUM TRIBUTARY WIDTH (Wtrib) = 12.25 FT
MAXIMUM SPAN LENGTH (Lspan) = 14.33 FT 12.25
UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 172 PLF Lspan
UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 196 PLF
WHERE
DL = 14 PSF
LL = 16 PSF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: 3 1/8"X>r"24F-V4 GLU-LAM
13'I�
BEAM AT FAMILY ROOM - BM4
w
MAXIMUM TRIBUTARY WIDTH (Wtrib) = 10.5 FT
MAXIMUM SPAN LENGTH (Lspan) = 19.5 FT
UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 147 PLF Lspan (,
UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 168 PLF
WHERE
DL = 14 PSF
LL = 16 PSF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: 6X14 DOUGLAS FIR LARCH #1
By: MEM NorthStar
Date: 8/12/02 ENGINEERING
Job No. 7912
Page 13 of
BEAM AT PATIO - BM5
MAXIMUM TRIBUTARY WIDTH (Wtrib) _
MAXIMUM SPAN LENGTH (Lspan) _
UNIFORM DEAD LOAD (wDL) = DL * Wtrib =
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
w
8 FT
17 FT
112 PLF L Lspan
UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 128 PLF
WHERE
DL = 14 PSF
LL = 16 PSF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: 6X12 DOUGLAS FIR LARCH #1
BEAM AT ENTRY - BM6
w
MAXIMUM TRIBUTARY WIDTH (Wtrib) = 12 FT
MAXIMUM SPAN LENGTH (Lspan) = 10 FT
UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 168 PLF Lspan
4—
UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 192 PLF
WHERE
DL = 14 PSF
LL = 16 PSF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: 4X12 DOUGLAS FIR LARCH #1
NorthStar Engineering
20 Declaration Drive
530-893-1600
Title :
Dsgnr: MEM
Description :
Page 1-4 CIF. Scope
Rev: 510001 Timber Beam & Joist
Description
Timber Member Information
Date:
Job # 7912
Results
Ratio =
BM1 & BM2
BM3
BM4
BM5
BM6
Timber Section
in -k
4x12
3.125x13.5
6x14
6x12
4x12
Beam Width
in
3.500
3.125
5.500
5.500
3.500
Beam Depth
in
11.250
13.500
13.500
11.500
11.250
Le: Unbraced Length
ft
0.00
0.00
0.00
0.00
0.00
Timber Grade
-0.167
'ouglas Fir - Larch, Duglas Fir, 24F - \Oouglas Fir - Larch,Douglas Fir - Larch,Douglas Fir - Larch,
Fb - Basic Allow
psi
1,350.0
2,400.0
1,350.0
1,350.0
1,350.0
Fv - Basic Allow
psi
85.0
165.0
85.0
85.0
85.0
Elastic Modulus
ksi
1,600.0
_.1,800.0
1,600.0
1,600.0
1,600.0
Load Duration Factor
Shear OK
1.000
1.000
1.000
1.000
1.000
Member Type
Sawn
Glul-am
Sawn
Sawn
Sawn
Repetitive Status
1,433.25
No
No
No
No
No
Center Span Data
1,638.00
1,088.00
960.00
Max. DL+LL
lbs
2,126.25
Span
ftl
10.50
14.33
19.50
17.00
10.00
Dead Load
#/ft
189.00
287.00
147.00
112.00
168.00
Live Load
#/ft
216.00
328.00
168.00
128.00
192.00
Results
Ratio =
0.7852 -
0.8315
0.8071
0.6357
0.6583 I
Mmax @ Center
in -k
66.98
189.43
179.67
104.04
54.00
@ X =
ft
5.25
7.16
9.75
8.50
5.00
fb : Actual
psi
907.2
1,995.7
1,075.5
858.2
731.4
Fb : Allowable
psi
1,485.0
2,400.0
1,332.4
1,350.0
1,485.0
in
-0.167
Bending OK
Bending OK
Bending OK
Bending OK
Bending OK
fv : Actual
psi
66.7
132.9
55.1
43.0
56.0
Fv : Allowable
psi)
85.0
165.0
85.0
85.0
85.0
Shear OK
Shear OK
Shear OK
Shear OK
Shear OK
�eactions
'
@ Left End DL
lbs
992.25
2,056.35
1,433.25
952.00
840.00
LL
lbs
1,134.00
2,350.12
1,638.00
1,088.00
960.00
Max. DL+LL
lbs
2,126.25
4,406.47
3,071.25
2,040.00
1,800.00
@ Right End DL
lbs
992.25
2,056.35
1,433.25
952.00
840.00
LL
lbs
1,134.00
2,350.12
1,638.00
1,088.00
960.00
Max. DL+LL
lbs
2,126.25
4,406.47
3,071.25
2,040.00
1,800.00
Deflections
'
Center DL Defl
in
-0.078
-0.236
-0.265
-0.189
-0.057
L/Defl Ratio
1,619.7
728.3
882.9
1,081.0
2,109.4
Center LL Defl
in
-0.089
-0.270
-0.303
-0.216
-0.065
L/Defl Ratio
1,417.3
637.3
772.5
945.9
1,845.8
Center Total Defl
in
-0.167
-0.506
-0.568
-0.404
-0.122
Location
ft
5.250
7.165
9.750
8.500
5.000
L/Defl Ratio
755.9
339.9
412.0
504.5
984.4
February 15, 2003
Lee and Ali Martin
2315 Turntree Ct.
Durham, CA 95938
•
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX
Assessor Parcel Number: 039-460-083
Building Permit Number: 02-3310
Thank you for resubmitting the plans for your building project. The plans have been reviewed,
and the plan examiner's comments are listed below. Please respond in writing to each item by
completing and returning the enclosed PLAN REVIEW RESPONSE FORM.. Your complete
and clear response will expedite the re -check and approval of this project.
STRUCTURAL COMMENTS:
7. Section A: please detail the lateral load path between the Living Room and Porch: Provide a
lateral load path from the roof sheathing into the outermost porch beam and into the shear
walls at each end.
If you wish to discuss any of these requirements, please call (530) 872-2646 between the hours
of 9:00 a.m. and 4:00 p.m., Tuesday through Thursday.
Please refer to your Data Sheet for remaining non -plane check items. (You received this form
when you applied for your permit.) The counter staff will answer any questions concerning the
Data Sheet.
Keith Long, Architect
Plans Examiner Consultant
1 of 1
January 9, 2003
Lee and Ali Martin
2315 Turntree Ct.
Durham, CA 95938
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX
Assessor Parcel Number: 039-460-083
Building Permit Number: 02-3310
Thank you for submitting the plans for your building project. The plans have been reviewed, and
the plan examiner's comments are listed below. Please respond in writing to each item by
completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete
and clear response will expedite the re -check and approval of this project.
NON-STRUCTURAL COMMENTS:
1. ' Specify and detail use of 12" a.b. in two -pour footings.
2. Please specify safety glazing at B. #2 and both sides of the entry door.
3. Roof plan: specify maximum span of rafters. Between the Floor Plan and Roof Plan,
distinguish between ceiling joists and rafters.
4. Provide combustion air to the fireplace.
5. Require that listed equipment have the listing and installation instructions at the job site
for review by the inspector(s).
6. Calculations p. 12 specify DF #1 garage door headers, yet the drawings Notes #1
specifies #2 grade. Please correlate to match the calculations.
STRUCTURAL COMMENTS:
1. Show how ceiling framing has been included in roof dead load.
2. Plans were submitted 12/2/02. The applicable code would be 2001 CBC.
3. Shear wall Line 2: verify total wall length of 49'.
4. Shear wall Line 2: please identify L3 = 6'.
5. Shear wall Line A: the panels don't seem to correlate with the Plans.
6. Shear wall Line B: where is the L2=8.5'?
7. Section A: please detail the lateral load path between the Living Room and Porch.
If you wish to discuss any of these requirements, please call (530) 872-2646 between the hours
of 9:00 a.m. and 4:00 p.m., Tuesday through Thursday.
1 of 2
•
Please refer to your Data Sheet for remaining non -plan check items. (You received this form
when you applied for your permit.) The counter staff will answer any questions concerning the
Data Sheet.
t
Keith Lo c 'tect
Plans Examiner Consultant
2 of 2
o -o j -o
14
5E-1°TIG-
APPRO-
Butte Cou
EavbonmentW
iris
: __/x1 ENVIRONMENTAL HEALTH
S C 2"0
CHICO, CALIFORNIA
' �� 131���� ,qtr . •�--�-P J 9 -6 � 1 �� 8 � 1 ��f
— -
SDA 186dV
N01102S
• II .
IONIAN f��—N cd
I-
i
'a0H Zlz9 7
� AGr.:x� I
��� »Qi �x:�, t� .l li �c j i it x ,9/l f
.91 @ 9`Z
Zi in
0 vxZ
XS
Vv foe
`..... _ f
nib
r; 19061
Alpft
rp
! ,I
1 ZC5 121-' 0; ! oZE T?,18516 t SN [ 63?? I Jti3 172:: IT 2 0/ l/eo
January 9, 2003
Lec and Ali Martin
2315 Turntree Ct.
Durham, CA 95938
Department of Development Services
Building Division
7 County Cenier Drive
Orovillc, CA 95965
(530) 538-7541 (530) 538-2140 FAX
Assessor Parcel Number: 039-460-083
Building Permit Number: 02-3310
Thank you for submitting the plans for your building project. The plans have been reviewed, and
the plan examiner's comments are listed below. Please respond in writing to each item by
completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete
and clear response will expedite the re -check and approval of this project.
NON-STRUCTURAL COMMENTS-
Specify and detail use of 12" a -b. in two -pour footings. SNT .42 VTG . PTL A ! .
\i4( Please specify safety glazing at B. #2 and both sides of the entry door. - St -AT .
, VO� Roof plan: specify maximum span of rafters. Between the Floor Plan and Roof Plan,
distinguish between ceiling joists and rafters. -SNT.#1 OaT(5#10 4 St1T,*Z ZAZ:'F IJ6Te #tS
Provide combustion air to the fireplace. `ANT •# 1 Md -M-411. —'S % dT16G14GD 4pp0
equine listed equipment have the listing and installation instructions at the job site Tagt-&5 ,
or iiti, ew by the inspector(s). Got,17�AG7a�C,T fk-V%De,-
KM' Calculations p. 12 specify DF #1 garage door headers, yet the drawings Notes #1
specifies #2 grade. Please correlate to match the calculations. SH T • # 1 GI•R A�$ 'Gti�Rli
STRUCTURAL COMMENTS: — 5e4 ATTA.,,jJgD Com M�tJTc>
,+. ov, Show how ceiling framing has been included in roof dead load.
12'0'6` Plans were submitted 12/2/02. The applicable code would be 2001 CBC.
Shear wall Line 2: verify total wall length of 49'.
A4' - Shear wall Line 2: please identify L3 = 6'.
,S.'OF Shear wall Line A: the panels don't seem to correlate with the Plans.
*444 ' Shear wall Line B: where is the L2=8.5'?
QSection A: please detail the lateral load path between the Living Room and Porch.
If you wish to discuss any of these requirements, please call (530) 872-2646 between the hours
of 9:00 am. aiid 4:00 p.m., Tuesday through Thursday.
_; ' _ 1•of2
NorthStar
ENGINEERING
Civil Engineers • Surveyors
5
Butte County Building Division
7 County Center Drive
Oroville, CA 95965
Attention: Martha Christy, Keith Long
RE: Parcel Number: -039-460-083
Plan No. 02-3310
This letter is in response to your plan check dated January 9, 2003. We have
responded as follows:
,,Y. �* Refer to Page 2 of calculations for ceiling framing weight. Note that both
the insulation and the gypsum board have been included in the
calculation for the weight of the total roof dead load.
.24" Refer to revised Page 1 and Page 2 of calculations for reference to 2001
California Building Code.
28 t The wall length along Line 2 is 46' with an overhang of 1.5' on each side.
This adds up to a total wall length of 49' for Line 2.
Ar -O- At shear wall Line 2, the length of L3 = 6' is found as follows; Refer to the
2'x4' window, wall length of 2.5', and overhang of 1.5' at the corner of the
Master Bedroom. This adds up to 6 feet for L3. Note also that the 4' brace
wall panel was removed from this wall line.
,6-.A` Refer to revised calculation pages for Shear Wall Line A.
fa s� Refer to 5'x4'-6" window and corner wall approximately 3.5' long at
KITCHEN for L2=8.5' length along Line B.
,07 Refer to revised Sheet 2, Section A for shear transfer detail.
t, i DOlyE• mom- KC -D Ire 660 f5% - rca VOR jr%-PP- F" Z1�3
End of Reply,
Michael Main, PE
NorthStar Engineering
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX -893-2113
NorthStar
ENGINEERING
Civil Engineers • Surveyors
February 21, 2003
Butte County Building Department
7 County Center Drive .
Oroville, CA 95965
Fax: 538-2140
Attention: Keith Long
RE: Permit for Martin Residence
Building Permit Number: 02-3310
NorthStar Job Number: 7912
Dear Mr. Long,
I have reviewed the plan check comments for the property located at the address
above and respond as follows: -
7. See revised "Roof Plan" and "Section A" on sheet 2.
This concludes my response at this time. If you have any questions, please
contact me at 893-1600 ext: 210.
Sincerely,
Jeff Richelieu, .PE
NorthStar Engineering
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX -893-2113
ML N
raorthStar
ENGINEERING
Civil Engineers • Planners • Surveyors
A1-21-03
STRUCTURAL CALCULATIONS
PROJECT: Lee and Ali Martin Residence
LOCATION: Lot #36, Durham Land Estates #4
Butte County, California
JOB NUMBER: 7912
DATE: January 22, 2003
CODES: California Building Code, 2001 Edition A
CODE ENFORCEMENT: County of Butte Building Department
LOADS: Seismic Zone: 3
Wind Speed: 75 mph Exposure: B (Method 2 used, u.n.o.)
II
Soil Bearing: 1000 psf (per CBC TABLE 13 -I -A)
I
NOTES: Are Special Inspections required for Engineering Elements Designed by j
NorthStar Engineering? No
NorthStar Engineering is not responsible for these calculations unless this
sheet is stamped by a registered professional engineer and wet signed
with RED or BLUE ink.
GENERAL: Any structural or non-structural items that are not specifically addressed in
the following calculations and or details are designed by others and are not
the responsibility of NorthStar Engineering.
Page 1 of
.- 40= 0.84 = 0.0158 KSF
General Notes:
1. The engineer is responsible for the structural items as noted in the following calculations. Should any
changes be made to the design as detailed in these calculations without written approval from the
engineer then the engineer assumes no responsibility for the entire structure or portions thereof.
2. All water proofing and flashing (roofs,. foundations, retaining walls, decks, garage floors, etc.) is the
responsibility of the contractor or owner.
3. These calculations are based on a completed structure. Should an unfinished structure be subject to
loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility.
4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions
must be brought to the attention of the engineer.
5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions
encountered must be brought to the attention of the engineer.
6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements).
NorthStar
20
DECLARATION DRIVE
ENGINEERING
CHICO, CA 95973530-893-1600
BY: J M R
1 /22/03
FAX 530-893-2113
JOB NO: 7912
PG. 2 OF
Al -21-03
LATERAL DESIGN
BASED ON THE
CALIFORNIA BUILDING CODE, 2001 EDITION Al
GRAVITY LOADS:
ROOF: COMPOSITION SHINGLES
3.0 PSF
1/2" OSB OR PLYWOOD
1.5 PSF
FRAMING
3.0 PSF
R-30 INSULATION (OPTIONAL)
2.0 PSF
5/8" GYPSUM WALLBOARD
3.2 PSF
MISCELLANEOUS
1.3 PSF
DEAD LOAD
14.0 PSF
LIVE LOAD
16.0 PSF
TOTAL LOAD
30.0 PSF
LATERAL LOADS:
SEISMIC: 2.5 * 0.36 * W = 0.200 W
4.5
WHERE R = 4.5
SOIL PROFILE = Sd FOR STIFF SOIL PROFILE
Ca = 0.36 PER UBC TABLE 16 - Q
r -max = (V / 2) * 10 / (Iw * V) = 5 / Iw = 5 /18'=
0.27778
p = 2 - 20 / (r -max * (Ab)^0.5) = 2 - 20 / (r -max *
4043^0.5) = 0.87
p= 1.00
E = p " VW = 0.200 W (PER UBC EQ.
30-1)
NET FORCE = 0.200 W / 1.4 = 0.143
W
WIND: EXPOSURE = B METHOD 2
WIND SPEED = 75 MPH
Cq 1.3
DESIGN
qs 14.5 PSF.
PRESSURE
Ce 0-15' = 0.62 Cq*qs*Ce =
0.0117 KSF
15'- 20' _ '0.67 =
0.0126 KSF
20'- 25' = 0.72 =
0.0136 KSF
25'- 30' = 0.76 =
0.0143 KSF
30'
.- 40= 0.84 = 0.0158 KSF
General Notes:
1. The engineer is responsible for the structural items as noted in the following calculations. Should any
changes be made to the design as detailed in these calculations without written approval from the
engineer then the engineer assumes no responsibility for the entire structure or portions thereof.
2. All water proofing and flashing (roofs,. foundations, retaining walls, decks, garage floors, etc.) is the
responsibility of the contractor or owner.
3. These calculations are based on a completed structure. Should an unfinished structure be subject to
loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility.
4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions
must be brought to the attention of the engineer.
5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions
encountered must be brought to the attention of the engineer.
6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements).
BY: 32 -
DATE: 9 1 -z-
JOB NO: -7 9 m
PAGE 3 OF
ENGINEERING
Civil Engineers- Planners o Surveyors
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
-
-----------
W
91
L I
z
i
1
i
rL
K
L
300a
J
LL
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Ec�j
ell
W
L I
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By: MEM
Date: 8/12/02
Job No. 7912
Page of
LATERAL DESIGN
SHEAR WALL LINE 1:
INDICATES LENGTH OF DIAPHRAGM
WITHOUT SHEAR PANEL, TYP.
NorthStar
ENGINEERING
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
INDICATES SHEAR WALL
PANEL SECTION, TYP.
L1 =
1.5 FT
Lsw1 =
4 FT
L2 =
10.5 FT
Lsw2 =
3 FT
L3 =
10.83 FT
Lsw3 =
4 FT
L4 =
1.5 FT
Lsw4 =
13.67 FT
L5 =
0 FT
Lsw5 =
0 FT
L6 =
0 FT
47.948 K
TRIBUTARY WALL AREA FOR WIND (AREAw) =
TOTAL LENGTH OF WALL (L) = 49 FT
SHORTEST LENGTH OF SHEAR WALL = 3 FT
LATERAL SEISMIC FORCE ON WALL (Vs) = K * W =
LATERAL WIND FORCE ON WALL (Vw) = AREAw * P =
6.85 K
6.79 K
LATERAL FORCE THAT GOVERNS (V) = 6.85 K SEISMIC GOVERNS
WHERE
CONSTANT FOR SEISMIC CALCULATIONS (K) =
0.143
TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) =
2305 FTA 2
DEAD LOAD OF DIAPHRAGM (DL) =
0.014 KSF
LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) =
149 FT
LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) =
110 FT
HEIGHT OF TRIBUTARY WALLS (Hwall) =
9 FT
DEAD LOAD OF WALLS EXTERIOR (Dlwint) =
0.016 KSF
DEAD LOAD OF WALLS INTERIOR (Dlwext) =
0.01 KSF
TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) *
(Lwext * Dlwext + Lwint * DLwint)
W =
47.948 K
TRIBUTARY WALL AREA FOR WIND (AREAw) =
581 FT^2
WIND PRESSURE (P) =
0.0117 KSF
By: MEM
Date: 8/12/02
Job No. 7912
Page S of
SHEAR WALL LINE 1:
NorthStar
ENGINEERING
(CONTINUED)
20 DECLARATION DRIVE
CHICO, CALIF=ORNIA 95973
530-893-1600
FAX 530-893-2113
LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5)
[Y-7 0.278'KL
UPLIFT FORCE (Fuplift) = v * Hwall = 2.50 K
DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext)
Fdwn = 0.14 K
NET UPLIFT FORCE = Fuplift - Fdwn = 2.35 K HOLDOWN REQUIRED
DRAG STRUT FORCE
DSF1 = (V / L) * L1 = 0.21 K
DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.34 K
DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + �2) _ -1.13 K
DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) _ -0.71 K
DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) _ -2.23 K
DSF6 = v' (Lsw1 + Lsw2 + Lsw3) - (V / Q ' (L1 + Lsw1 + L2 + Lsw2, + L3 + Lsw3) _ -1.67 K
DSF7 = v ' (Lsw1 + Lsw2 + Lsw3) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) _ -1.88 K
DSF8 = v' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4)
DSF8 = 0.00 K
DSF9 = v' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5)
DSF9 = 0.00 K
DSF10 = v' (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5)
DSF10 = 0.00 K
MAX. DRAG STRUT FORCE = 0.34 K
MIN. DRAG STRUT FORCE _ -2.23 K
USE:
SHEAR WALL NO. 2
PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B.
MSTC28 STRAP AT ALL TOP PLATE SPLICES
By: MEM
Date: 8/12/02
Job No. 7912
Page ( of
SHEAR WALL LINE 2:
INDICATES LENGTH OF DIAPHRAGM
WITHOUT SHEAR PANEL, TYP.
L1 L Lsw1 L L2
NorthStar
ENGINEERING
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
INDICATES SHEAR WALL
PANEL SECTION, TYP.
L3 lLsw3 I L4 � Lsw4� L5 LLsw5 L L6
L1 =
1.5 FT
Lsw1 =
16 FT
L2 =
17.5 FT
Lsw2 =
8 FT
L3 =
6 FT
Lsw3 =
0 FT
L4 =
0. FT
Lsw4 =
0 FT
L5 =
0 FT
Lsw5 =
0 FT
L6 =
0 FT
(Lwext * Dlwext + Lwint * DLwint)
W =
TRIBUTARY WALL AREA FOR WIND (AREAw) =
TOTAL LENGTH OF WALL (L) = 49 FT
SHORTEST LENGTH OF SHEAR WALL = 8 FT
LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 6.02 K
LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 5.33 K
LATERAL FORCE THAT GOVERNS (V) = 6.02 K SEISMIC GOVERNS
WHERE
CONSTANT FOR SEISMIC CALCULATIONS (K) =
0.143
TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) =
1738 FT^2
DEAD LOAD OF DIAPHRAGM (DL) =
0.014 KSF
LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) =
137 FT
LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) =
176 FT
HEIGHT OF TRIBUTARY WALLS (Hwall) =
9 FT
DEAD LOAD OF WALLS EXTERIOR (Dlwint) =
0.016 KSF
DEAD LOAD OF WALLS INTERIOR (Dlwext) =
0.01 KSF
TRIB: WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) *
(Lwext * Dlwext + Lwint * DLwint)
W =
TRIBUTARY WALL AREA FOR WIND (AREAw) =
42.116 K
456 FTA 2
WIND.PRESSURE (P) =
0.0117 KSF
By: MEM
Date: 8/12/02
Job No. 7912
Page % of
SHEAR WALL LINE 2:
NorthStar
ENGINEERING
(CONTINUED)
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893=1600
FAX 530-893-2113
LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5)
IV= 0.251 KLF
UPLIFT FORCE (Fuplift) = v * Hwall = 2.26 K
DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext)
Fdwn = 0.38 K
NET UPLIFT FORCE = Fuplift - Fdwn = 1.87 K HOLDOWN REQUIRED
DRAG STRUT FORCE
DSF1 = (V / L) * L1 = 0.18 K
DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 1.86 K
DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ -0.29 K
DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.74 K
DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K
DSF6 = v ' (Lsw1 + Lsw2 + Lsw3) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K
DSF7 = v ' (Lsw1 + Lsw2 + Lsw3) - (V / Q ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K
DSF8 = v(Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4)
DSF8 = 0.00 K
DSF9 = v' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5)
DSF9 = 0.00 K
DSF10 = v' (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5)
DSF10 = 0.00 K
MAX. DRAG STRUT FORCE = 1.86 K
MIN. DRAG STRUT FORCE _ -0.29 K
USE:
SHEAR WALL NO. 2
PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B.
MSTC28 STRAP AT ALL TOP PLATE SPLICES
By: MEM
Date: 1/22/03
Job No. 7912
Page of
Al -21-03
SHEAR WALL LINE A:
INDICATES LENGTH OF DIAPHRAGM
WITHOUT SHEAR PANEL, TYP.
L1 LLsw1 L L2
NiorthStar
ENGINEERING
sw2 � L3 LLsw3 L L4
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
INDICATES SHEAR WALL
PANEL SECTION, TYP.
L5 LLsw5 L L6
L1 = 1.5 FT Lsw1 = 4 FT
L2 = 8 FT Lsw2 = 4 FT
1-3 = 4 FT Lsw3 = 4 FT
L4 = 28.67 FT Lsw4 = 3.92 FT Al
L5 = 15.17 FT Lsw5 = 3.92 FT
L6 = 1.5 FT
TOTAL LENGTH OF WALL (L) = 78.68 FT
SHORTEST LENGTH OF SHEAR WALL = 4 FT
LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 6.42 K
LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 4.15
K
LATERAL FORCE THAT GOVERNS (V) = 6.42 K SEISMIC GOVERNS
WHERE
CONSTANT FOR SEISMIC CALCULATIONS (K) =
0.143
TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) =
1949 FT^2
DEAD LOAD OF DIAPHRAGM (DL) =
0.014 KSF
LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) =
156 FT
LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) =
143 FT
HEIGHT OF TRIBUTARY WALLS (Hwall) =
9 FT
DEAD LOAD OF WALLS EXTERIOR (Dlwint) =
0.016 KSF
DEAD LOAD OF WALLS INTERIOR (Dlwext) =
0.01 KSF
TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) *
(Lwext * Dlwext + Lwint * DLwint)
W =
44.953 K355
TRIBUTARY WALL AREA FOR WIND (AREAw) =
FTA 2
WIND PRESSURE (P) =
0.0117 KSF
By: MEM
Date: 1/22/03
Job No. 7912
Page of
Al -21-03
SHEAR WALL LINE A:
NorthStar
ENGINEERING
(CONTINUED)
20 DECLARATION DRIVE
Cl ;ICU, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5)
v = 0.324 KLF
UPLIFT FORCE (Fuplift) = v * Hwall = 2.91 K
DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext)
Fdwn = 0.19 K
NET UPLIFT FORCE = Fuplift - Fdwn = 2.72 K HOLDOWN REQUIRED
DRAG STRUT FORCE
DSF1 = (V / L) * L1 = 0.12 K
DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.85 K
DSF3=v*Lsw1-(V/L)*(Ll +Lsw1 +L2)= 0.19 K
DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 1.16 K
DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.83 K
DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 1.80 K
DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) _ -0.54 K
DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4)
DSF8 = 0.41 K
DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5)
DSF9 = -0.83 K
DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5)
DSF10 = 0.12 K
MAX. DRAG STRUT FORCE = 1.80 K
MIN. DRAG STRUT FORCE _ -0.83 K
USE:
SHEAR WALL NO. 3
PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B.
MSTC28 STRAP AT ALL TOP PLATE SPLICES
By: MEM NorthStar
Date: 8/12/02.
Job No. 7912 ENGINEERING
Page ICJ of
SHEAR WALL LINE B:
INDICATES LENGTH OF DIAPHRAGM
WITHOUT SHEAR PANEL, TYP.
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
INDICATES SHEAR WALL
PANEL SECTION, TYP.
L1 =
7.5 FT
Lsw1 =
4 FT
L2 =
8.5 FT
Lsw2 =
4 FT
L3 =
26 FT
Lsw3 =
4 FT
L4. =
17 FT
Lsw4 =
6 FT
L5 =
1.67 FT
Lsw5 =
0 FT
L6 =
0 FT
DEAD LOAD OF WALLS INTERIOR (Dlwext) =
0.01
TOTAL LENGTH OF WALL (L) =
78.67 FT
SHORTEST LENGTH OF SHEAR WALL = 4 FT
LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 6.53 K
i
LATERAL WIND FORCE ON WALLVw — AREAw P =
( ) — * 3.28 K
LATERAL FORCE THAT GOVERNS (V) = 6.53 K SEISMIC GOVERNS
WHERE
CONSTANT FOR SEISMIC CALCULATIONS (K) =
0.143
TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) =
i
2094 FT^2
DEAD LOAD OF DIAPHRAGM (DL) =
0.014 KSF
LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) =
138 FT '
LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) =
143 FT
HEIGHT OF TRIBUTARY WALLS (Hwall) =
9 FT
DEAD LOAD OF WALLS EXTERIOR (Dlwint) =
0.016 KSF
DEAD LOAD OF WALLS INTERIOR (Dlwext) =
0.01
TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) *
.KSF
(Lwext * Dlwext + Lwint * DLwint)
TRIBUTARY WALL AREA FOR WIND (AREAw) = W
r
f
45.687281
WIND PRESSURE (P) =
FT^2
0.0117 KSF
By: MEM NorthStar 20 DECLARATION DRIVE
Date: 8/12/02 CHICO, CALIFORNIA 95973
Job No. 7912 ENGINEERING 530-893-1600
Page I I of FAX 530-893-2113
SHEAR WALL LINE B:
(CONTINUED)
LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5)
IV= 0.363 KLF
UPLIFT FORCE (Fuplift) = v * Hwall = 3.26 K
DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext)
Fdwn = 0.19 K
NET UPLIFT FORCE = Fuplift - Fdwn = 3.07 K HOLDOWN REQUIRED
DRAG STRUT FORCE
DSF1 = (V/ L) * L1 = 0.62 K
DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.50 K
DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ -0.21 K
DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.91 K
DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) _ -1.25 K
DSF6 = v (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) _ -0.13 K
DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) _ -1.54 K
DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L)•* (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4)
DSF8 = 0.14 K
DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5)
DSF9 = 0.00 K
DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5)
DSF10 = 0.00 K
MAX. DRAG STRUT FORCE = 0.91 K
MIN. DRAG STRUT FORCE _ -1.54'K
USE: SHEAR WALL NO. 3
PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B.
LSTA36 STRAP AT ALL TOP PLATE SPLICES
By: MEM NorthStar 20 DECLARATION DRIVE
Date: 8/12/02
Job No. 7912 ENGINEERING CHICO, CALIFORNIA 95973
Page of 530-893-1600
FAX 530-893-2113
GARAGE DOOR BEAM - BM1 & BM2
MAXIMUM TRIBUTARYWIDTH (Wtrib) = 13.5 FT w
MAXIMUM SPAN LENGTH (Lspan) = 10.5 FT
UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 189 PLF
Lspan
UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 216 PLF
WHERE
DL= 14 PSF
LL = 16 PSF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: 4X12 DOUGLAS FIR LARCH #1
BEAM AT LIVING ROOM - BM3
MAXIMUM TRIBUTARY WIDTH (Wtrib) = 12.25 FT w
MAXIMUM SPAN LENGTH (Lspan) = 14.33 FT 12.25
UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 172 PLF
Lspan
UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 196 PLF
WHERE
DL= 14 PSF
LL = 16 PSF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: 3 1/8"X>Z""24F-V4 GLU-LAM
13'2,
BEAM AT FAMILY ROOM - BM4
MAXIMUM TRIBUTARY WIDTH (Wtrib) = 10.5 FT w
MAXIMUM SPAN LENGTH (Lspan) = 19.5 FT
UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 147 PLF
Lspan
UNIFORM LIVE LOAD (wLL) = LL *'Wtrib = 168 PLF
WHERE
DL= 14 PSF
LL = 16 PSF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: 6X14 DOUGLAS FIR LARCH #1
By: MEM NorthStar 20 DECLARATION DRIVE
Date: 8/12/02
Job No. 7912 ENGINEERING CHICO, CALIFORNIA 95973
Page 13 of 530-893-1600
FAX 530-893-2113
BEAM AT PATIO - BM5
MAXIMUM TRIBUTARY WIDTH (VVtrib) = 8 FT w
MAXIMUM SPAN LENGTH (Lspan) = 17 FT
UNIFORM DEAD LOAD (wDL) = DL * Wtrib.= 112 PLF�
Lspan (,
UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 128 PLF
WHERE
DL = 14 PSF
LL 16 PSF
DESIGN ANALYSIS (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: 6X12 DOUGLAS FIR LARCH #1
BEAM AT ENTRY - BM6
MAXIMUM TRIBUTARY WIDTH (Wtrib) = 12 FT w
MAXIMUM SPAN LENGTH (Lspan) = 10 FT
UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 168 PLF �—
UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 192 PLF Lspan �-
WHERE
DL = 14 PSF
LL = 16 PSF
DESIGN ANALYSIS- (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: 4X12 DOUGLAS FIR LARCH #1
NorthStar Engineering
20 Declaration Drive
530-893-1600
Page 1-4 .o F 14 -
Rev: 510001
Description
Timber Member Information
Title : .
Dsgnr: MEM
Description
Scope
Timber Beam & Joist
LCenter Span Data
Span
Dead Load
Live Load
ft 10.50
#/ft 189.00
#/ft 216.00
BM1 & BM2
BM3
BM4
BM5
BM6
Timber Section
0.8071
4x12
3.125x13.5
6x14
6x12
412
Beam Width
in
3.500
3.125
5.500
5.500
3.500
Beam Depth
in
11.250
13.500
13.500
11.500
11.250
Le: Unbraced Length
It
0.00
0.00
0.00
0.00
1,332.4
Tlmbef Grade
1,485.0
ouglas Fir - Larch, ouglas Fir, 24F - \Douglas Fir - Larch,Douglas
00
Fir - Larch,Douglas Fir Larch,
Fb - Basic Allow
psi
1,350.0
2,400.0
1,350.0
1,350.0
-
1,350.0
Fv - Basic Allow
psi
85.0
165.0
85.0
85.0
85.0
Elastic Modulus
ksi
1,600.0
1,800.0
1,600.0
1,600:0
1,600.0
Load Duration Factor
Shear OK
1.000
1.000
1.000
1.000
1.000
Member Type
Sawn
Glul-am
Sawn
Sawn
Sawn
Repetitive Status
2,056.35
No
No
840.00
LL
Max. DL+LL
lbs
lbs
1,134.00
2,350.12
1,638.00
1,088.00
No
No
No
LCenter Span Data
Span
Dead Load
Live Load
ft 10.50
#/ft 189.00
#/ft 216.00
14.33
287.00
328.00
19.50
147.00
168.00
17.00
112.00
128.00
10.00
168.00
192.00
LReSUItS Ratio = 0.7852
0.8315
0.8071
0.6357
0.6583
Mmax @ Center
in-kl 66.98
189.43
179.67
104.04
54.00
@ X =
ft 5.25
7.16
9.75
8.50
5.00
fb : Actual
Fb : Allowable
psi
907.2
1,995.7
-1,075.5
858.2
731.4
L/Defl Ratio
psi
1,485.0
2,400.0
1,332.4
1,350.0
1,485.0
fv : Actual
339.9
Bending OK
Bending OK
Bending OK
Bending OK
Bending OK
Fv : Allowable
psil
66.7
132.9
55.1
43.0
56.0
psi
85.0
l
165.0
85.0
85.0
85.0
I-
Shear OK
Shear OK
Shear OK
Shear OK
ShearrK
OK OK
Reactions
@ Left End DL
lbs992.25
2,056.35
1,433.25
952.00
840.00
LL
Max. DL+LL
lbs
lbs
1,134.00
2,350.12
1,638.00
1,088.00
960.00
2,126.25
4,406.47
3,071.25
2,040.00
1,800.00
@ Right End DL
lbs
992.25
2,056.35
1,433.25
952.00
840.00
LL
Max. DL+LL
lbs
lbs
1,134.00
2,126.25
2,350.12'
1,638.00
1,088.00
960.00
4,406.47
3,071.25
2,040.00
1,800.00
--I IVA, lIVI IA
tenter DL Defl
L/Defl Ratio
in -0.078
-0.236
-0.265
-0.189
-0.057
Center LL Defl
1,619.7
728.3
882.9
1,081.0
2,109.4
L/Defl Ratio
in -0.089
-0.270
-0.303
-0.216
-0.065
Center Total Defl
1,417.3
in0.167
637.3
772.5
945.9
1,845.8
Location
ft
-0.506
-0.568
-0.404
0.122
L/Defl Ratio
5.250
7.165
9.750
8.500
5.000
755.9
339.9
412.0
504.5
984.4
Date:
Job # 7912
i
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
2002-0058575
Recorded
OfficialRecords
Count
BUTTf
E
CANDACE J. GRUBBS
Recorder
ROSEMARY DICKSON
Assistant
01:45PM 31 -Oct -2002
REC FEE 10.00
COPIES 2.50
MaryR
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:
Date10 -�30- Qa
State of California
County of ;
On /Q - 80- 0 before me,
personally appeared )V ` i)n n �► A�,LF personally
known to me (or proved to me on the basis of sati�ory evidence) to be the person(s) whose name(s) is/are subscribed
to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which
the person(s) acted, executed the instrument.
WITNESS my a d official seal.
�-•• ' S. AMBROSE D
Signature Seal: COMM. 01295163
NOTARY PUBLIC -CALIFORNIA N
Q i . COUNTY OF BUTTE
wrimrn, F.xpirse Feb. 24, 2005 W
A.P;# 639- LitL6390'i
EXHIBIT "A"
ALL THAT CERTAIN LAND SITUATE, LYING AND BEING IN THE COUNTY OF
BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:
LOT 39 AS SHOWN ON THAT CERTAIN MAPINTITLED, "DURHAM LAND
ESTATES, PHASE 4," WHICH MAP WAS RECORDED IN THE OFFICE OF THE
RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE
18, 2002, IN BOOK 154 OF MAPS, AT PAGE(S) 35, 36 AND 37.
AP# 039-460-083-00
SITE PLAN REVIEW APPLICATION PTO
Date: 12 - 2- U' 2 AP# C 3-1H L o
Permit Number (if applicable) 0 2- 35 10
APPLICANT INFORMATION Parcel Size: , A C
Owners Name: lag i t iJ� L� A L- 1
Owners Address: 'Z3 _rU2N3'296 6-T- Dy 2H r4W) 5�3�
Telephone No.: X2-1
Situs Address: q3 b 8 LA 205 C C -r • LOT w
Proposed Use:
Residential
IN New Single Family Residential
❑ Single Family Addition
❑ Mobile Home
❑ Residential Accessory
❑ Permanent Second Dwelling
❑ Temporary Mobile Home (Aunt Minnie)
❑ Temporary Travel Trailer
❑ Multi -family
Non-residential
❑ New Commercial
❑ Commercial Addition
❑ New Industrial
❑ Industrial Addition
Other
IN Septic
❑ Agricultural Exempt Building
❑ Other:
Brief Explanation (if necessary):
❑ Single Family Remodel
❑ Commercial Remodel
❑ Industrial Remodel
❑ Well
DO NOT WRITE BELOW THIS LINE
DEVELOPMENT SERVICES INFORMATION (For Staff Use)
❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval
Site Plan Stamped Approved
By Date �2--i—��—
Page 1 of 5
ALL ITEMS CHECKED APPLY TO THE PROPERTY
Parcel Is In:
❑ Snow Load Area:
❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract
❑ Nitrate Action Plan (See Environmental Health for standards)
❑ Watershed Protection Overlay Zone (See attached standards and requirements)
❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required)
❑ SRA - (CDF to determine specific requirements)
❑ 100 -Year Flood Plain: (See attac end)
• Flood Zone:
• Flood Panel No.: Q52C9fi Index Date:
❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board)
❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board)
❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements)
❑ Chapman/Mulberry (See attached standards and requirements)
❑ Cohasset Area (See attached standards and requirements)
❑ Grading Zone (See attached handout)
Use Requires:
❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit
❑ Minor Variance ❑ Variance
------------------------------------------------------------------------------------------------------------------------------------
❑ Detached Building Use Form ❑ Encroachment Permit
❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement
Zoning:
sq�! -1
Applicable Building Setbacks:
❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
Zoning Code
Streets & Hi hways
Fire Prevention
Subdivision Map
Front
Go qL—
2,0 qL
Side
Side Street
Rear
Height
Waterway
N/A
N/A
N/A
❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
Applicable Development Fees:
Standard Fees
❑ Fire
❑ School*
❑ Parks/Recreation
❑ Roads
® Sheriff
❑ Drainage
❑ NCSP/CSA 87
❑ Chico Urban Area — Road
❑ Thermalito Drainage Area
❑ Thermalito Urban Area
❑ Other
--------------------------------------
Subdivision Map Special Fees
❑
Water Tender
❑
Road Improvement
❑
North Oroville Area
❑
Other (per map)
Amount Formula
* Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of
the building permit.
Parcel Created By
❑ Deeds:
Date of Creation: Legal Access Provided: ❑ No ❑ Yes
Deed of Reference: Legal Access Required ❑ No ❑ Yes
Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name:
Complies with County Standards for Deed Creation:❑ No ❑ Yes
Comments:
❑ Parcel Deemed to be legal
❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation
❑ Obtain a Certificate of Compliance
❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment
❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23).
❑ Construct road to: ❑ Meet Parcel size required by zone
❑ Meet current Environmental Health Department requirements
Page 3 of 5
IN Subdivision Map/Parcel Map: - 0 V—N-N� LF�►1JJ�> F—S i PIA
Map Date of Recording: 6—)8-o12-
Lot: 3 4P
❑ Use Permit/Minor Use Permit
Permit Number:
Book: 1 S
Date of Approval:
Page: -�, s 3
Parcel Map/Subdivision Map/Use Permit Conditions
❑ Comply with the following Conditions of Approval:
❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290
❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the
National Fire Protection Association Standard for installation of sprinkler systems in one
and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized
community water system, with hydrants that meet the Fire Department specifications, serves
the parcel '
❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission
requirements of the California Clean Air Act of 1988, as amended.
❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan
must be prepared by a registered civil engineer or other qualified professional and be
submitted to and approved by the Department of Public Works.
❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate
Battalion Water Tender Fund may be required. `
❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil
construction associated with residential development. Approved dust control measures are
found in the fugitive dust control plan for the site approved by the Butte County Air Quality
Management District, a copy of which can be obtained from the Butte County Department
of Development Services, Building Division."
❑ Engineered foundations are required.
❑ Class A roofs are required.
❑ Property owners responsible for road maintenance, and stop sign maintenance.
❑■
Page 4 of 5
r
r�
NOTF'S
1. 11-11S SHEET SHOWS ADDITIONAL INFORMATION. IS FOR
ADDITIONAL INFORMATION PURPOSES ONLY. DESCRIBING
CONDITIONS AT THE TIME OF FILING AND IS NOT INTENDED TO
AFFECT RECORD TITLE INTEREST.
2. A SOLID FENCE CHAIN LINK. BRICK. BLOCK OR SIMILAR
MATERIAL. NOT WOOD. A MINIMUM OF SIX FEET IN HEIGHT SHALL
BE INSTALLED ALONG THE SOUTHERN AND WESTERN PROPERTY
LINES OF THE PROJECT. PRIOR TO ISSUANCE OF BUILDING PERMITS
FOR ANY RESIDENCE IN PHASE 4.
3. DEVELOPMENT OF ALL LOTS IN THIS SUBDIVISION WILL REQUIRE
CONNECTION TO A PUBLIC WATER SUPPLY.
4. SHOULD ANY ARCHAEOLOGICAL OR CULTURAL MATERIALS BE
ENCOUNTERED DURING PROJECT CONSTRUCTION, SITE DEVELOPMENT
SHALL CEASE AND ARCHAEOLOGICAL CONSULTATION SHALL BE
IMMEDIATELY RETAINED.
5. ALL ALMOND TREES SHALL BE REMOVED FROM THE PROPERTY.
REMOVAL OF TREES CAN FOLLOW THE PROPOSED PHASING PLAN
SHOULD ACTIVE FARMING CONTINUE AS THE PROJECTAS
IS
DEVELOPED.
6. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL
BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3. ARTICLE N
OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF BUILDING
PERMITS OR USE PERMIT IN THE CASE OF A MOBILE HOME PARK.
SAID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF
THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE
PERMIT.
7. ALL OAK TREES ON THE PROPERTY SHALL BE PRESERVED
EXCEPT FOR THOSE REOUtRED FOR ROADS, DRIVEWAYS, OR
BUILDINGS. A NO DISTURBANCE SETBACK SHALL BE PROVIDED
COMMENCING FROM THE OUTER EDGE OF THE OAK TREE CANOPY.
5'-I - 35 3 7
ADDITIONAL INFORMATION SHEET
DURHAM LAND ES,- rA TSS
PHASE 4
A PU X S Scar WSKN
$ESN ,* A PORTION OF 17-il
REMAINING LANCES Of 0URHAM. LANG ESTATES
PHASI ' I ROOK Of OF W M PAC 71-74,
ALSO BEING A POR17ON OF 774E
SOUINEA-S-r 11-4 OF SEC17ON 25., TOWNSHIP 21
NORM, ?ANG 1 EAS' ' AN17 A POR770N
OR P 8OLnNW114 OP
SEC77ON 20, T'OWUS life' AfOR7►~t=�
_. `._ r � Y � VI