HomeMy WebLinkAbout072-190-039Mi
Butte County Department of Development Services -
IN OTES 7 County Center Drive. Oroville, CA 95965
(530) 538-7601 v^vw.bq.ttecwntyneV4qs
R E S I D E N T I A L
APN: Permit No-
k—Owner 072-190-039 06-0641
STEWART, MICHEAL
Site Address: WEGER RD, OROVILLE
Cont: OWNER
Contractor. SHOP
Type of Permit:
SPECIAL CONDITIONS
/S RA CHECKEDBY
F I FLOQD CERTIFICATE EQUIRED
FIRE SPRINKLERS REQUIRED
0SPECIAL INSPEc-noN ITEMS
F-1 VERIFY
El USE PERMIT CONDrnoNs
Ej SUB-STANDAR6 HOUSING LETTER
EJENCROACHMENT PERMIT
4
RElNSPEc-nON FEE PAID
El ENV HLTH CLEARANCE
ne-
DATE . JOB FINALED: C
Ar SIGNATURE:
BUTTE COUNTY PERMIT NO.
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT BP060641
24 HOUR INSPECTION #: (630) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #: (530) 538-7541
B. C. Building Permit 01-16-04 pg 1
LICENSED CONTRACTORS 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
I
Issued Date: 05/09/2006 APN: 072-190-039-000
the Business and Professions Code, and my license is In full force and
effect.
License Class License Number:
Site Address: 115 WEGER DR ORO
Map Index:
Date: Contractor:
Description: METAL SHOP/GARAGE (1200)
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the
contractors' State License Law for the following reason (Sec. 7031.5
Business and Professions Code: Any city or county which requires a
Owner: STEWART, MICHAEL J
permit to construct, alter, improve, demolish, or repair any structure, prior
to its issuance, also requires the applicant for such permit to file a
PO BOX 109
signed statement that he or she is licensed pursuant to the provisions of
OROVILLE, CA
the Contractor's State License Law (Chapter 9 commencing with Section
7000) of Division 3 of the Business and Professions Code) or that he or
95965
she is exempt therefrom and the basis for the alleged exemption. Any
530-604-3214
violation of Section 7031.5 by any applicant for a permit subjects the
applicant to a civil penalty of not more than five hundred dollars ($500).):
1, 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 (Sec. 7044, Business and Professions
Applicant: STEWART, MICHAEL J
Code: The Contractors' State License Law does not apply to an
PO BOX 109
owner of property who builds or improves thereon. and who does
such work himself or herself or through his or her own employees,
OROVILLE, CA
provided that -such improvements are not intended or offered for
95965
sale. If however, the building or improvements are sold within one
year of completion, the owner -builder will have the burden of
530-604-3214
proving that he or she did not build or improve for the purpose of
sale.).
1. as owner of the property, am exclusively contracting with
licensed contractors to construct the project (Sec. 7044, Business
and Professions Code. The Contractors' State License Law does
Contractor:
not apply to an owner of property who builds or improves thereon,
and who contracts for such projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
1 am Exempt under Article 3�pYthe Business and Pro ions Code
ao/ -
?t Owner,
", — -
Date: - r2d amp—
License #:
WORKERS'COMPENSATION deCLARATION
I hereby affirm under penalty of perjury one of the following declarations:
0 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
Architect:
is issued.
Engineer:
IZI I have and will maintain workers' compensation insurance, as
required by Section 3700 the Labor Code, for the performance of
the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier:
Total Square Ft: 1200 S.F.
Policy #:
Valuation: $28,800.00
Census Code:
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 the 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.
Date:
Applicant:
WARNING: Failure to secur(/Workrers' compensation coverage is
unlawful, and shall subject an employer to criminal penalties and one
hundred thousand dollars ($100,000), in addition to the cost of
compensation, damages as provided for in Section 3706 of the Labor
code, interest, and attorney's fees.
CONSTRUCTION LENDING AGENCY
This permit i bp_reby is ued und�he applicable provisions of the Butte County Code and/or
I hereby"affirrn'that. there,is aFconsiruction lending agency f6r the
of the work for which this is issued (Sec 3097 Civ.)
_c i6d Cd cv;f been paid��
Res 1-1 �al ifidi,cft4 cv&f6r whidhfee3-have
performance permit
B y: Date:
Name:
0
PERMIT EXPIRES 0
WIT S
Address:
(Date)
El I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage,
handling and use of hazardous materials.
C1 Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project.
0 Attached are copies of the required E.P.A. notification forms.
I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with
all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of B Ite County. I hereby
authorize representatives of Butte County to enter upon the above mentioned property for inspection purpos
Print Name: Signature:
Date:
Rlowner El Contractor C]'Agent for Owner C3 Agent for Contractor
B. C. Building Permit 01-16-04 pg 1
, = OK
0 = Not OK
DA
MANUFACTURED HOMES
M I S C E L L A N E 0 U S
" PERMANENT FOUNDATION Lj SOFT -SET
DATE
jDEA,�e-COVERS*CARPORTS*GARAGES
1 Zoning -Setbacks -Easements
%.Zp4ing-Setbacks-Easements
2 Soils; Special MH Suppod Sketch
Vrtg!�; Soils-Sz-Dpth-Spacing-Cnnctrs-SteeI
3 Sewer; Loctn-Test; Fall/C/O-Concrete
3 Decks. Girders/Joists-Dcking-Brcing
4 Wtr; Loctn-Test-Easement Needed-Re§ulator
Stairs-Guard/Handrails
5 Elec Loctn-Clrncs-Grnd Amp -Concrete
t.
4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg
6 �'ard Gas; Loctn-T6st-Wrap. Nat 0 or LPf
Frmg-Brr-ng
Inch Sz — Ft Lngth
5 Alum Awn; Columns-Cnnctns-Splice-Decal-Encisrs
7 Blckng; Sz-Spacing-M arriage Line
6 Carports; Wndws-Doors
8 Gas; MH Test-Demand-Valve-Cnnctr
64
7 Electric
9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs
-t
8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses
10 Drain; MH Test -Fall -Flex Cnnctr
9 Siding; Nailing -Veneer -Stucco -Lath
11 Wtr & Sewer Connected -00 to Grade'
10 Roof; Shthg-Roofing
12 Gas and Electricity Tagged
11 Ext; Steps -Doors -Landings
13 Tie Downs F--1 Foundation F-1
12 Braced Wall prils
14 Exits
15 Cert of Occupancy
COG
16 HUD Labet/Insignia Numbers Serial Numbers
DATE'
WOOLS
Pool Drawing
1 Setbacks -Easements
2 Soils; Compaction -Structure Stability
3 Pool Structure; Steel-Cnnctns-Thickness
Dead Men -Lining
4 Elec RcptclsILting; Distance-GFI
5 Elec Pool Lting; 15 volts-GFI
6 Elec EncIsrs; Conduit Entries -Terminals -Listed
7 Elec Bonding; Metal w15'-CrcItng Eqp-Htr
8 Elec Gmdng; Eqp w/5' Creffing Eqp-Pool Ightg
Bokes-Enclsrs�pnlboards4nsultn to Main Conduit
9 Health Dept Apprvl
10 PImb; Cir Test-Wtr Supply Test
11 Lt Niche
12 Enclsq, Fencing -Alarms
13 Bonding, Diving board or Slide
U
'�l A
CK
Not OK
RESIDENTIAL (SIngle- & Duplex) - I
UAlt JU ND E R FLO OR
DATE
IPLUMBING
I Zoning -Setbacks-Easements-Flood-Stope
53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle
2 Ftg Main; Soils-Elec. Gmd Ftg Opth
54 Wtr Pipe; Test & Anchr-Nail Prtctn
3 Ftg Garage; Soils -Ste el-Elec Grnd Ftg Dpth..
55 DWV; Test Fittings & Anchr Nail Pr.tctn
4 Ftg Porches/Decks; Soils -Steel Ftg Dpth
56 Shwr Pan; Test, First flr-Tub Acc
5 Sternwalls Main; Steel-Blockouts-Wrapped
57 Test Tub & Shwr, 2nd fir - Tub. Acc
6 Sternwalls Garage; Steel-Blockouts -Wrapped
58 Gas Pipe; Sz & Anchrs
69 Hold Downs and Special Anchrs
59 Fire Sprinkler; Test
7 Slab, Steel Wrapped
60 Yard Gas Piping
8 Piers-Frplc Ftg-Steel
9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test
10 UF, Gas Pipe; Sz Anchrs-Sz Test
Ise
Ij Wtr Pipe; Test-Anchrs-Rgltr-Service Test
12 Elec Undrgrnd
DATE
IMECHANICAL
13 Plenums & Ducts; Clrnc-Material-Support4nsultn
61 AC Ducts Insultn & Support
14 Girders-Sills-Anchr Bolts �J oists-Vnts -Cripples
62 Vent Fan, Exhaust abv Insultn
15 Acc & VntItn
63 Condensate Drain & OvrfIw, Sz & Grade
16. Insulation
64 Furnace -Vent Acc-Comb Air RtrnfVent 115 Outlet
65 Attic Acc & PItfrm if Furnace in attic
DATE IFRAMING
17 Sills Proper Materials & Anchrs DATE
IFINAL
i a Walls Studs -Nailing Spacing & Bra6es-Plates-Sound
66 Ext Steps -Door & SideLt Prtctn-Landings
19 Bearing Walls over Girders & fir Nailing
67 Smoke Detector
20 Draft Stop in Walls (rat proof)
68 Furnace Vnts-CImc-Comb, Air-Cnnctr
21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
In Garage; abv-flr-Ducts-Mech Prtctn
22 Headers & Bea;ns-Sz & Bearing
69 Bedroom Exiting
23 Hangers -Post Caps-Anchrs-Cnnctns
70 GF1 & Bath Fxtrs & Tub Acc-Spa
24 Ceili ng Joist-Rftr Ties -Purlin-Roof Brac-Truss-Shthg
71 GFI Arc Fault
25 Frpli: Ties or Type A Flue-Frplc Throat Clmc
72 Elec Trim & Subpnl. Breaker Sts & Labels
26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles
73 Stairs, Guard/Handrails
27 Bdrrn Wndws or Exiting Doors -Sill Ht & Dimensions
74 Frplc or Stove, Cirric-Hearth
28 Garage Fire Prtctn Framing -RC Channel
75 Elec Outlets at Wood Pril, Int & Ext
29 Prprty Line Firewall & Opngs
76 Ktchn. Fxtr & AppInc; Gmd-Air-Gap-Cooking Clmc
30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits
T7 Elec Outlets & Rcptcls at Ktchn Counter
31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn
78 Garage Fire Door, Swing -Landing -Closure
32 Plywd on Roof Ovrhng-AtUc Vnts-Rftr Outrgrs
79 AC Duct in Garage -Damper
33 Siding -Nailing Veneer
80 Wtr Htr; Vnts-Cimc-Com Air Cnnctr-PRV; abv fir
34 Stucco Lath -Weep Screed-Fncitri Vnts-Undrflr Acc:
Mech Prtctn; LPG Appince Undr House 3" drain
35 Glazing Area -Glass Prtctn-SkyLts-Plastic
81 Plmb; Elec & Mech Eqp Listed for Lottn
36 Shear Walls; Nailing -Bolts
82 Elec Rcptcls in Garage (GFI) Romex Ortctn
37 Brace Int/Ext Wall prils
83 Insultn-Foam-Looked in Attic
38 lnsultn-Walls-Ceilings
84 Guard Rails & Deck Cnstrctn-Post Caps
39 Infiltration-Walls-Wndws
85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth
86 CIrnc Drrige Planters E]Yes 0No
87 Stucco Brown -Finish
88 AC Unit Dscnnct, Elec-PImb
8§ Vrhs abv Roof. Plmb-AppInc-FrpIc-CImc to Opngs
DATE JELECTRICAL
90 Wtr Well, Dscnn*ct, Elec, PImb
40 Fxtr & Trnsfrmr Cirnc4ns Prtctn
91 Ext Elec TOM, GFI Rcptcl-Undrgrnd
41 Elec: Rcptcls Spacing-Lts & Switches at Doors
92 Vntltn thru House
42 Sz Boxes & No Of Cndctrs Stapled
93 Glass Prtctn
43 Romex Installed Close to Edge of Studs & CJ
94 Corrections from previous lnspctns
44 Eqp Grnd made up w/Mech Fstnrs
95 Gas Test -Meters Tagged, Gas-Elec
45 Grndng Electrode Bond Gas & Wtr
- 96 Wtr & Sewer Cnnctd-CIO to grade -HD ApprvI
46 2 Appinc Circ:s in Ktchn & Cndctr Sz. Gn
97 Energy CmpInc Cert -Mer Certs
47 Subfeed Wire Sz 93 CU or AL
M Address Posted
AC Wire Sz ii. (—] CU or AL
99. Fire Sprinkler
48 Range Circ gaE:]CU or F I AL
Oven Circ CU AL
Insulated Neutral EjYes 0No
49 Service -Riser Cndctrs & Gmd Main Dscnnct
50 Eqp Clrncs pnls-Motors-Mech Eqp
51 Clothes Closet U-Shwr Lt -Spa Lt
52 Smoke Detector
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
2006-0023703
Recorded, I REC FEE
Official Records I
Coun4 of I CONFORMB
But e I
CWVACE J. 6RLIBBS I
County Clerk—Recorderl
I
I CW
89:40AM "ay -2U6 I Page I of 2
10.00
COPY 1. 00
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:
WOEREI�69 4,AA:�) 1"`,7AA=-_ I-,P4,eT
Date 144� 0*6 P ROPERTY OWNERS:
t// ' A'X I '-�A
Z_ 17 _571K�aW7_
State of California
Countyof A,44G
On 2,00 G -before me,'J�.ftic_s C_
personally appeared 9& -c -A -e-1 T. SI �Ltd'-' r-1- personally
—knewft4wme (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(T) is/aft subscribed
to the within instrument and acknowledged to me that hehilte4they executed the same in his/he4their authorized
capacity(ies), and that by his/b&;Akeir signatureW on the instrument, the person(s) or the entity upon behalf of which
the person(o) acted, executed the instrument.
WITNESS my hand and official seal.
Signature, Seal:
e
JAMES LAMAR KINSER
COMM. #1377185
A.P. # -7 -z 0 3!� NOTARY PUBLIC - CALIFORNIA
F Ft BUTTE COUNTY
'Ay COM- Expires Sept. 28, 2006
Locate flo. C-AF�NT-0958-09.5,8-0'OOX'-OOC!PIQ7361
LEGAL, DESt RIPTION
THE LAND REFERRED TO HEREIN BELOW IS SrTUATED IN THE UNINCORPORATED AREA, COUNTY OF.:BUrTE,
STATE OF CAL#-ORNIk, ANd 18.DESMBlEDAS,FOLL0WS:.'
4*cel,-I:
-Butte,
vardel:4 -�S. thatcertainAarcell Map,xecor00Jn -the Offloo.puth., Aecorder.qftheGDuniwd(
SY
`50,� - .,Mapsl7at-ft
4g6k..7,,,1974jA6,Bbok, of..
'half.'of SlVbjl,�;d6s,.-�arid 6thei�hydroca n
'Ekc-e0,tfng.. ::anN6,6d1vkW one rbonsubst6hces!an	 �erafs
reppidt�-Decei4ber 31- 9� k�WPa - .."457;' Offiddl:-Recordg.�
-ge
T -
;7
-Par vel 1P
'A"-hbh��lUsiv6-6i��fbe�r6ad,�nd 06bl' M �'Zand.3 �as`th own. on that oerta*'
tcutt tty purposespw�r rcd. I "k jn
Map -r 6n dB�Stabe-ofCpl� 7,
&,the 6 ty; �oqr up
Bocik'50,of,Maps;��
1974; --in'
rK
w,
47
ibR
rtm A qm.�a -'GTC.0 �Tr Df
water,.-fine'l- a --appu 3 lair.
$)urpbse§;, 7
iffie center.,bf,,§aid-radiiii�.ki*it:i!�ojot-)�!"— 'i
,,grou ba I water.
Y
n
0 thit
OMce
c6afffiencingn comer, of.Pafcd4, as sii6wri- _nthat certain-:
-ofthe'Recbrclerw Vie County� of Butte, 'State of CA Iff bmi6, on- Au' ust 7-� 1974 �ifi B66'k:'5'0Wb'__f' a--ps-* P,a-(
9 ks)
- 41j'said 'rt4tked- by a 3/4 inch iron'pipe tagged R.C;E. 15176;-i;�� ��18v, SV.73"!West-a . "the
South -line of said.Paircel , 4-,�264:78 feet; thenc-d North MOCW,321'�East, 1.00 foot; t6sid- id. r
Well -a.ndth.0.end,-6 f. this"de.scription.,
�.cExoel)ting� rerrorn:!all that jZriion,lying -within -the bounds�of Paltic. eil 1,4escribed beren.
AM- 07249"39
2
CLTA PrelftnM Report Form (11/1 7/0q)
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #: (630) 538-7541
PERMIT NO.
BP060640
B. C. Building Permit 01-16-04 pg 1
LICENSED CONTRACTORS 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
Issued Date: 05/09/2006 APN: 072-190-039-000
the Business and Professions Code, and my license is in full force and
effect.
License Class License Number:
Site Address: 115 WEGER DR ORO
Map Index:
Date: Contractor:
Description: NSF (1292) OPEN (902)
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the
Contractors' State License Law for the following reason (Sec. 7031.5
Business and Professions Code: Any city or county which requires a
Owner: STEWART, MICHAEL J
permit to construct, alter, improve, demolish, or repair any structure, prior
to its issuance, also requires the applicant for such permit to file a
PO BOX 109
signed statement that he or she is licensed pursuant to the provisions of
OROVILLE, CA
the Contractor's State License Law (Chapter 9 commencing with Section
7000) of Division 3 of the Business and Professions Code) or that he or
95965
she is exempt therefrom and the basis for the alleged exemption. Any
530-604-3214
violation of Section 7031.5 by any applicant for a permit subjects the
applicant to a civil penalty of not more than five hundred dollars ($500).):
1, 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 (Sec. 7044, Business and Professions
Applicant: STEWART, MICHAEL J
Code: The Contractors' State License Law does not apply to an
PO BOX 109
owner of property who builds or improves thereon, and who does
such work himself or herself or through his or her own employees,
OROVILLE, CA
provided that such improvements are not intended or offered for
95965
sale. If however, the building or improvements are sold within one
year of completion, the owner -builder will have the burden of
530-604-3214
proving that he or she did not build or improve for the purpose of
sale.).
1, as owner of the property, am exclusively contracting with
licensed contractors to construct the project (Sec. 7044, Business
and Professions Code. The Contractors' State License Law does
Contractor:
not apply to an owner of property who builds or improves thereon,
and who contracts for such projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
lam Exempt under Article 3 ftheBusinessandProfe onsCode
5?—Ia
Datelr_— Owne
License #:
WORKERS'COMPENSATION DECGARATION
I hereby affirm under penalty of perjury one of the following declarations:
0 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
Architect:
is issued.
Engineer: PURSELL, FRANK JAMES
Ell I have and will maintain workers' compensation insurance, as
required by Section 3700 the Labor Code, for the performance of
the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier:
Total Square Ft: 2194 S.F.
Policy #:
Valuation: $93,000.00
Census Code:
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 the 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.
Date: 7—,6' .9� 114
Applicant:
WARNING: Failure to secure workers' compensation coverage is
unlawful, and shall subject an employer to criminal penalties and one
hundred thousand dollars ($100,000), in addition to the
compensation, damages as provided for in Section 3706 of tt_
code, interest, and attorney's fees.
CONSTRUCTION LENDING AGENCY
This permit i's tlwp-by issue� under theapplica ble provisions of the Butte County Code and/or
I'hereby affirm that there is a construction lending agency for the
.
Resolutio t ii . ated abov for which fees have been paid.
performance of the work for which this permit is issued (Sec 3097 Civ.)
5,19
Name:
Bv: D
PERMIT EXPIRES ON -
Address:
(Date)
0 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code. which regulate the storage,
handling and use of hazardous materials.
0 Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project.
0 Attached are copies of the required E. P.A. notification forms.
I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with
all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby
authorize represeritatives of Butte County to enter upon the above mentioned property for inspection purposes
AM J?�
Print Name: ooe;ee42�2- �1/ U�44,r Signature:
Date:
Alowner IZI Contractor C3 Agent for Owner El Agent for Contractor
B. C. Building Permit 01-16-04 pg 1
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
AND SUBMITTAL REQUIRENIENTS
24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 991-2834
OFFICE M: (530) 538-7541
A FEE WILL BE REO UIRED AT TIME OFAPPLICA TION
Website: www.buttecounty.net/dds
"PLEASE PRINT CLEARLY**
CONTRAVOR
OWNER INFORMATION
Last ame
t N
rz 7, ?�m, t 5 -e, -
Address,
&_140
Zip
citye
Fax
State 4
Lic. #
Pnh
Phon!�
lay
E-mail
Fax
CONTRAVOR
Name C) N -,j
Address
City
State
Zip
Phone"
Fax
E-mail
Lic. #
Class
�
(�j I i "AY?CWTECTIENGINEER
Address
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Name
Address
St t
n4-
I
City<5
lax
E-mail
Statp
Subdiviiion Name Map
Phon!�
Page
Lot #
Fax
E-mail
State License Number
APPLICANT INFORMATION
Name
&1-4f � 9� , 7 - 5 21 �&�
Address
)'?,e) &29A
City
22n, V&Ir-
St t
n4-
I
PJR4e
5��14
lax
E-mail
APPLICANT SIGNATURE
X
For office use only: P"
Zoning
rly Address
S1 _A_
W & I
Flood Zone
ross Street J0A q6q
4W2�� AY,-'
SRA
1��j
No
Occ. 2, 1
Type Const. I/V
Subdiviiion Name Map
Book
Page
Lot #
Planner
Date Approved:
PERMIT
NO.
BP: -
PROJECT LOCATION
AP#
rly Address
S1 _A_
W & I
City
Ad 1///—,/ z::,
ross Street J0A q6q
4W2�� AY,-'
WORKER'S COMPENSATION -
Policy Number
Carrier
If hiring anyone other than license contractors, 4 certificate of worker's
compensation must be shown at the time of permit issuance.
LENDING AGENCY
Name
Address
Description or Scope of Work:
Sq FT- Living/,?,�FAZ r, Open tjj) a --Gov
0 Structure Built with6ut Permits
El Proposed Change of Occupancy
(Note previous use):
EXPIRATION OFAPPLICATION '
Applications for which a permit has not been issued will expire one
year after the date of application. In * order to renew action on an
application after expiration, a new application, plans and fee will be
required.
REQUEST FOR REFUNDS
Refunds can only be made upon written request by the person who
paid the fee. The request must be made prior to the expiration of the
permit and no construction work has been done. Filing fees, plan
check fees for work plan checked and other department costs are not
refundable.
Receipt #:
Date
Amount: I I — . — Bldg
a04-qV SRA
Sheriff
SMIP
e:::� J, Other
t (,/
Total
4
SUBMITTAL & PERMIT REQUIREMENTS
Thefollowing drawings and specifications must be submitted to the Building Division in order to apply for a
permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK.
0 1 . Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper!
E3 2. Complete plans, 3 or 4 sets, signed by the prepareF of the plans (No graph paper!) OR
Engine ' emd plans, 3 or 4 sets, with wet signature on plans AND 2 sets.of stamped and signed calculations.
R 3. Engineered truss details and layouts in duplicate (if required). No faxes!
El 4. Energy compliance design and supporting documentation in'duplicate.
0 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings.
0 6. Manuf - actured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans,
all in duplicate
0 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plan� and`calc�s in triplicate, (C) Elevations in triplicate. (D) Floor
plans in triplicate. All of these must be stam�bd and wet -signed by the engineer.
0 '8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required).
0 9. Site plan and business license approval from the City of Biggs.
0 10. Letter of intent for non-residential buildings.
0 11. Building Permit Application Without Required Clearances Form
0 12. Hazardous Material Form (for Commercial Buildings only).
Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning
review.'(May require additional plan review upon receipt of the following items.)
0 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required).
0 2. Impact Fees.
-0 3. California Department of Forestry plan approval (if required).
0 4. NPDES Form.
0 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).
0 6. Contractor's license information. (Number, Name Style, Classification).
El, 7. Worker's Compensation Carrier and Policy Number.
0 8. Owner -Builder Verification (if required).
El 9. Letter of Signature authorization (if required).
13 10. Recorded copy of Agricultural Acknowledgment Statement.
0 11. 0 Legal description from current recorded grant deed, El Copy of M.H. Title, Title transfer, or MCO.
0 .12. Sanitation and site plan approval from the Environmental Health Department.
If you have questions or would like additional information regarding this process, please contact a
Permit Assistant at (530) 538-7541.
EXPIRATION OF APPLICATION
Applications for -which a permit has not been issued will expire one year after date of application. In order to renew action
on an application after expiration, anew application, plans and fees will be required.
REQUEST FOR FEE REFUNDS
Refunds can only be made upon written request by the person ' who paid the fee. The request must be made within two
years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits
issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan
check.fees for work plan checked and other department costs are not refundable.
OVER FOR BUILDING PERMIT APPLICATION
KAFORMS\BUILDING F0RMS\B1dgAppJSubRqmts.doc Page 2 of 2 REV 8-12-05
OG -
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
OWNER: ASSESSOR PARCEL NUMBER C)l
Proposed Building Use: Permit Technician: —Date:
Items required in order to appN ?6r a permit. All boxes MUST be checked OR marked NA in order to, apply.
,(%., 1 . Site plans, 3 or 4 sets, signed by the preparer of the plans.
0 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.
,�gv 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 faxesl
�:Q, 5. Letter from Engineer or Architect for truss design review.
6. Energy compliance design and supporting documentation in duplicate.
El 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings.
El 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or frid plans, all in
duplicate.
0 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these
must be stamped and wet -signed by the enginee .
0 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate.
0 11. Hazardous Material Form
12. Acknowledgement of building permit application without required clearances.
13. Other
Remaining items needed to issue the permit. (May require additional plan review upon receipt of thef'ollowing items.)
-if 14. Sanitation and site plan approval from the Environmental Health Department in 0 Chico 00roville, as applicable
0 15. Fire Sprinklers ............................................................................................
D 16. Agricultural Buffer cIr and site plan apr from the Ag Commissioner Sent by—..
11 17. Soils Report and/or Engineered Foundation required ...........................................
��0 1_0_ Erosion Control Plan Required ........................................................................
6/f P.!es as shown on the attached Schedule of Fees Due Sheet ..............................
0 —20. City of Chico Plumbing permit ........................................................................
Site plan and business license approval from the C>of Biggs ...... .... * .... *
California Department of Forestry plan approval t0paid. Sentby: ... .' ............
_t22..!
;FT< . Planning approval for (A) Use: — (B) Parking: _(C) Parcel Check: ............
0 24. Contact Land Development about — Improvements, — Drainage ........................
0 25. Fire Marshall Review (commercial projects only). Sent by: ......................
�% 26. NPDES Form .............................................................................................
8YT 27. Encroachment Permit for driveway from the Public Works Dept ................. " ... *****
11 28. Contractor's license information. (Number, Name Style, Classification) ...................
0 29. Worker's Compensation Carr' � d P Ii Number ................................
p an o icy * * ......
30. Owner -Builder Verificationi(/ Given to owner, —Mailed to owner) ............ ........
ALette f Si nature authorization .................................................. * ....... ........
N 0 g py f g icu r
ecorded co 0 A r Itu al Acknowledgment Statement .................................
Existing violations arillor expired permits .........................................................
El34 . Deed Restriction .........................................................................................
Av�0 _35,p Legal de ription, 0 M.H. Title, title search, registration or MCO ......................
6,
bther:
11 37. Other:—
When issued Telephone and hold for pickup.
I have been informed of the above items and requirements for obtaining a building permit.
Applicant:
d.
umbe
Date:
1. Index permit application for the aVove items numbered: 44' Ian Check, ett
2. Additional items re * �! -s
Contractor, design , ow , was advised off the above data by phone, 0 mail, CO: counter, by Date:
Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail, 0 counter, b , , I U Date:
Contractor, designer, owner as advised of the above data b 0 phone, 0 mail, 0 counter, byy Date:
Plans reviewed by: 4 —
— 15 Date: Plans approved by: i*7 � i Date:
Structural reviewed by: Date: Structural approved by: Date: �Qj Z In 6,
Note transfer by: Date:
Yellow: Building Division
K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05
h.j.
TO:.
FROM:
Building Division — Development Services
Environmental Health
SUBJECT: Sanitation Clearance
A . �' Al 0 e--- — . -
Plan Approved for: Sewage Disposal
Clearance for " dwelling. Other,
Hold final for:
Final clearance O.K. for:
NOTE:
Envrronme-ntal HealtIfSpecialist
Building Clearance 9/2005
F-H—USE 0 LY
Plot Plan Attached
Floor Plan Attached
Sent to BDIDS
6 Ofi(--3
q Lo
? 2, - / pe -9 - 6
AP#
Water Supply: Public Private Well
f
/ . -3 /
Date f
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE, OROVILLE, CA 95965
Www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140
RECEIPT OF FEES SCHEDULE - RESIDENTIAL
Owner STEWART, MICHAEL APN No: 72-190-039
Application Date 3/23/2006 Permit No: BP 060640 Permit Type:
1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION
Plan Check portion of Permit Fee
2 FEMA Res Flood Elevation Review $109.98
3 SRA* X Yes Fire Plan Check - Non -Refundable $95.00
(State Responsibility Area) Building Inspection $109.98
NON-REFUNDABLE portion of fees due at application
$2,359.31
$943.72,, $1,415.59 Balance of Building Permit Fee
0
$95.00 $204.98
$109.98
$1,038.72
FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $1,148.701
FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT $5.621.76
tsaiance OT muiming i-eirmn: rees ilTrorn Fmo. -j aDove)
SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system)
Additional Plan Check Fees (NON-REFUNDABLE)
Other*:
Other*:
12 SCHOOL DISTRICT FEES*
12a RECREATION DISTRICT FEES*
Rgr,EIPT ,DATE Tech/#_pst
q"F4%<)' -3, a-3 .1p qV
$1,415.59- —L�� L'J
$9.30- VL__L_j
C
?--QX
A
RECEIPT
$4,196.87
UA I t Tech/Asst
At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan
checking process.
Applicant: Date:
Pursuant to GovernnrenT code Section 66020, yo ar herelify notified those Ite Ilowed by an " may have been imposed ofi your prfiect. You have 90 days
from the date of approval of the porject or from tv/mpostion of the above referenced items during which you may protest. The requirements for a protest are
specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205
0& Department oUPublic Works
0 0
0 a
0 C o u n t y o f B u t t e
0
0 0 (1) J. Michael Crump, LAND DEVELOPMENT DIVISION
0 0 /// Storm Water Management Program
Director
7 County Center Drive
Oroville, CA 95965
Ic W (530) 538-7266
(FAX) 538-7171
National Pollutant Discharge Elimina tion System (NPDES) Phase' 11
Construction Storm Water Permit and Storm Water Pollution Prevention,
Plan,(SWPPP) Acknowledgement [LESS THAN 1 ACR
Project Description:
Project Location and/or Parcel Number: 6 79
By signing below, 1, the project owner/owner's agent, certify that this project WILL NOT DISTURB
I acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water
Permit from the State of California Regional Water Quality Control Board. Phased projects that
contain multiple site build -outs of less than one acre but when combined with subsequent phases total
more than one acre of disturbed soil will require a Construction Storm.Water Permit from the State of
California Regional Water Quality Control Board.
I am aware that submitting false and/or inaccurate information or failure to apply for a Construction
Storm Water Permit from the State of California Regional Water Quality Control Board for a project
that disturbs one acre or more of land may result in revocation of grading and/or other permits or other
sanctions provided by law.
Signed:
Title:
Less than 1 Acre NPDES & SWPP]P Compliance Certification
Butte County Storm Water Management Program
Revised 5/24�04
OWNER -BUILDER VERIFICATION
I
Attention Property Owner:
An "owner -builder" building'permit has been applied for in your name and bearing your
signature.
Please complete and return this information at your earliest opportunity to avoid unnecessary
delay in -processing and issuing your building permit. No building permit will be issued until this
verification is received.
1 . I personally plan to provide -the major labor and material for construction of this proposed
property improvement: YES [x] NO
2. 1 HAVE HAVE NOT signed an application for a buil,ding permit for the proposed
work.
I have contracted with the following person (firm) to provide the proposed construction:.
NAME:
ADDRESS:
PHONE:
CONTRACTOR'S LICENSE NO:
4. 1 plan to provide portions 'of the work, but I have hired the following person to coordinate,
supervise, and provide"the maj or work:
NAME:
ADDRESS:
PHONE: CONTRACTOR'S- LICENSE NO:
5.' 1 will provide some of the work but I have contracted, (hired) the follow -i I ng persoh§ to provide
the work indicated:
NAME ADDRESS PHONE TYPE OF WORK
P
SIGNED:
PROPERTY OWNER:
DATE:
NOTE: This Owner-Bu.ilder verification is required by Section 19831 and 19832 of the California
Health and Safety Code.
This verificati�n must be comple'ted and feturhed'ib our office before we are permitted to issue the
permit. Rev'd 11/4/2004 -
Butte County Department of Development
Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-7785 Facsimile
www.buttecounty.netldds
OWNER -BUILDER INFORMATION
Dear Property Owner:
An app)ication for a building pen -nit has been submitted in your name listing yourself as the builder of the property
improvements specified. I
For your protection you should be aware that as '.'ownei-builder" you are the'responsible party of record on such a
permit. Building permits are not required to be signed by property owners unless they are personally performing their own
work. If your work is being performed by sorneone other than yourself, you may protect yourself from possible liability if
that person applies for the proper permit in his or her name.
Contractors are required by law to be licensed and bonded by the State of California and to have a business license
from the city or county. They are also required by law to put their license number on all permits for which they apply.
If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be
aware of the following information for your benefit and, protection:
• If you employ or otherwise engage any persons other than your inunediate family, and the work (including materials
and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or
subcontractors, then you may be an employer.
• If you are an employer, you must register with the state and federal government as an employer and you are subject
to several obligations including state and federal income tax withholding, federal social security taxes, workers""'
compensation insurance, disability insurance costs, and unemployment compensation contributions.
• There may be financial ris'ks for you if you do not carry out these obligations, and these risks are especially serious
with respect to workers' compensation insurance.
c, For more specific information about your obligations under federal law, contact the Internal Revenue Service (and,
if you wish, the U.S. Small Business Administration). For more specific information about your obligations under
state law, contact the Department of Benefit Payments and the Division of Industrial Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their
work personally or through their own employees, without a licensed contractor or subcontractor, only under limited
conditions.
A frequent practice of unlicensed persons professing to be contractor is to secure an "owner-builder"lluilding
permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building
permits are not required to -be signed by property owners unless they are performing their own work personally.
Information about licensed contractors may be obtained by contacting the Contractors' State License Board's
automated telephone information system at 1-800-321-CSLB (2752) or by accessing their website at www.CSLB.c&gov.
Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware
of these matters. The building permit will not be issued until the verification is returned.
Sincerely,
ktt�
Scott Rutherford
Manal*er, Building Divi Vion
NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code.
B u me Co un ty. D epartment of-Developinent SerfliCCS
0 0
0
7 County Center Drive
0 0
oroville, CA 95965
(530) 538-7601 Telephone
OUN
(530) 538-7785 Facsimile
BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES
I request and- authorize the Building Division to process this building pen -nit application- through the plans
examination process WITHOUT first obtaining all necessary,* related permits and clearances froin other
regulatory entities, including but not limited to, Planning, Environmental Health,, Land Development,
County Fire, and Agriculture.
I hereby acknowledge:
a I need to submit. applications for septic andlor well to Butte County Environmental Health
immediately.
0 1 am required to bring the approved Environmental Health site plait and approved sanitation
clearance to the Building Division as soon as clearance is obtained.
a I am responsible for notifying Development Services, in writing, to stop processing of the
application and to arrangefor disposition ofplans.
The Building Division will'process the application through the plans examination process, as submitted,
without input from other regulatory entities that could prohibit issuance of the building permit or rMuir
submission of amended building plans to the Building Division. Once the plans examination process
begins, there will be no refund of plans examination fees. Any changes requiring submission of amended
plans to the Building Division will incur additional fees.
Within one year from the date of application for a building permit, all other required permits and clearances
from other entities must be obtained for the pen -nit to be issued. Failure to obtain these permits/clearances
will void the application.
Typically other required permits/clearances include, but are not limited to, venification the parcel was
legally created, adherence to. all mitigations and conditions imposed'on the parcel at time of creation, as well
as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture
buffer zones, and habitat/species).
Please print:
Applicant Name:
Building site address:
APN: e 7.2 -/5�O --e::)3 9'
Permit No.:
.1 have read, understood and accept the terms and conditions as expressed herein as indicated by my
submission of the above -referenced building permit application and my signature below:
SIGNATURE OKOPLICANT' DATE7
SITE PLAN REVIEW APPLICATION
a-
Date:--� AP#
Permit Number (if applicable) B in Number
APPLICANT INFORMATION Parcel Size:
Owners Name:
Ow . ners Address: PC) x /02 nrNl�
r
Telephone No.: 6o
Site Address: D�lv 1(14
Proposed se: Zone:
Residential GP:
New Single Family Residential
Single Family Addition
El Single Family Remodel
F] Mobile Home
Residential Accessory
Permanent Second Dwelling
Temporary Mobile Home (Aunt Minnie)
F] Temporary Tr�tvel Trailer
Multi -family
Non-residential
F] New Commercial
F-1 Commercial Addition F-1 Commercial Remodel
F-1 New Industrial
F-1 Industrial Addition F-1 Industrial, Remodel
J,
Other
F1 Septic F-1 Well
n Agricultural Exempt Building' Agricultural Buffer Form
F1 Other:
Brief Expianation/Issue:
DEVELOPMENT SERVICES INFORMATION (For Staff Use)
F] Approved El Conditionally Approved
By Date
F-1 Resolve Problems Prior to Approval
R Resolved
6
ALL ITEMS.CHECKED APPLY TO THE PROPERTY
Parcel Is In:
Williamson Act Minimum Acreage: F] Residence can be built per contract
Watershed Protection Overlay Zone
SRA - (CDF to determine specific requirements)
100 -Year Flood Plain:
Flood Zone:
Flood Panel No.: Index Date:
Sacramento River Reclamation �District (Approval must be obtained from the California Reclamation Board)
E] Feather River Reclamation District (Approval must be obtained from the California Reclamation Board)
Fj North Chico Specific Plan
Chapman/Mulberry
F-1 Cohasset Area
Use Requires:
F]
Use Pen -nit
0
Variance
F]
Agricultural Worker Affidavit
Administrative Permit
Minor Use Permit
Side
Minor Variance
Zoning: f�—L — ID— General Plan: 4PL
Applicable Building Setbacks:
F-1 Setbacks identified on site Plan. F] CDF approval needed for encroachments into SRA setbacks.
F-1 Use Permit/Nfinor Use Permit
Pen -nit Number: Date of Approval:
F�
Zoning Code
Streets & Highways
Fire Prevention
Subdivision Map
Front
Side
lo,
-3 C)
Side Street
Rear
Height
Waterway
N/A
N/A
N/A
F-1 Setbacks identified on site Plan. F] CDF approval needed for encroachments into SRA setbacks.
F-1 Use Permit/Nfinor Use Permit
Pen -nit Number: Date of Approval:
F�
Parcel Created By:
Deeds:
Date of Creation: Legal Access Provided: El NoEl Yes
Deed of Reference: Legal Access Required F1 NoEl Yes
Parcel Frontage on Publicly Maintained Road: n NoEl Yes, Road Name:
Complies with County Standards for Deed CreationTI No El Yes
Comments:
n Parcel Deemed to be legal
Verify Legal -Parcel E] Verify Legal Access EJ Provide Deed of Creation
Obtain a Certificate of Compliance
F] Obtain a Merger n'Obtain a Lot Line Adjustment
n Construct road to: n Meet Parcel size required by zone
F] Meet current Environmental Health Department requirements
Subdivision Map/Parcel. Mqp:
Map Date of Recording:
Lot:
-7
Book: Page:
'I
... . ..................................
.......... .......... I I � 1; 1 . -1 --- I .
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SURVEYOR'S CERTIFICATE
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LEGEND N.E. 1/4 a T14E N.W. 1/4 F THE S.E.
F.."i VW.R. m-a—A 1/4 OF SECTION 17, T, 19 N., R. 5 E., M.D.M.
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LEGEND N.E. 1/4 a T14E N.W. 1/4 F THE S.E.
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REVISED: 7-87
Asmsso?s hkp No. 72-1-9
County of &ft callf
a
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One form per Building)
School District Building Department No.
A.P. Number 01Q. Jurisdiction: city F------lcounty
PropertyOwner
Property Location/Address
Subdivision
Residential Development C:6
No of Living Mobile Home
Units Installation
Commercial/Industrial
New Addition
Building Department
District Identification No. -1* 73
Lot No.
40
:Sq. Footage
Addition/ *Supplemental to (Group. R)
Conversion Permit #
*(No foundation inspecfion)
.......................................................................................
Deed Restricted Sq. Footage
(Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document)
Sq. Footage
Date
(including Exterior
Roofed Areas)
- 0
School District certifies that
(Applicant)
WA-0� All -
(Street Address) Q (Phone Number)
brbi'-� CIA �; ol� ('0
(City) (State) (Zip Code)
0
has complied with the requirements of Resolution No. —Lt(I by payment of $
representing �-O� square feet. B 2926 A
ULL MITIGATION $
School District
Paid by Check # Remarks:
2::*
C
3 -1V-6 &
Date
Notice: You may protest the Imposition of the fees Identified above by submitting a vnittat 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 fen In any court action.
if, subsequent to the School District Representative sl9rdng Oft Butts County Schools Impact Fee Certification FoM tha School Matrict is
nodfled by the applicable Local Planning Agency that this project Is being revWwedl under the CalVernia Environmental Quality Act (CEQA),
this project may be sublect to additional school fen to fully nddgde Its Imlmict an the school diftict's schools.
White (school district), Yellow (building department),,Pink (applicant) feetbrmids (3105W=
BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM
1� FEATHER RIVER RECRE, ATION AND PARK DISTRICT (FRRPD)
0. CHICO AREA RECREATION AND PARK DISTRICT (CARD)
0 PARADISE RECREATION AND PARK DISTRICT (PRPD)
0 DURHAM RECREATION AND PARK DISTRICT (DRPD).
Assessor Parcel Number (s)
Property Owner (s) M
Project Location /Address
Subdivision Name
IN ew Development
W.
Alteration/Addition(s)
uildino- Pen -nit Number
C>
Assessable Sq. Ftge � I'D q 1:___3L
Type,of Residential Development (check one)
Single Family -Detached
Non-Residential'to Residential
Mobile home Mobile home replacement
Demo Permit (date issued
Comments:
7
Building Department
Date
Single Family -Attached
Multi -Family Dwelling
verified by Assessor Department
verified by Building Department
0 FRRPD 0 CARD 0 PR.PD 0 DR.PD certifies that:
ApplicantName Phone Number
e�ee w4 ?_ E
14?0 &y /"1,5,
Mailing Address City State Zip
Has complied with requirements of the Butte County Board of Supervisors Resolution No-.
by Payment of.
Dwelling Units @
Square Feet @
per unit for a total of DO
per sq foot for a total of
Remarks:
Paid b e Ck No: Paid by Cash: Receipt No:
10—r—creation and Park Dist—ricT1Zepr'ese4tLtiv2'
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISiON
7 COUNTY CENTER DRIVE.
OROVILLE, CA 95965
COPY of Document Recorded
9 -Hay -2006i 2006-0023703
Has not been compared with
original
BUTTE COUNTY RECORDER
AGRICVLTURAL 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 propertysituate in the County of Butte, State of Califomia,.described as follows:
IWT /7�,z�
Date 0*6 PROPERTY OWNERS:
State of California
Countyof
On InAl -Zook, before me,3�,Mc_s I -a,,,
personally appeared a&c-A.el T. er&Qnally
--knew*4oine (or proved to me on the basis of satisfactory evidence).to be the person(s) whose name(s) islmv subscribed
to the within instrument and acknowledged to me that he4htMwy executed the same in hisA��eir authorized
capacity(ies), and that by his/he&4keir signature(&) on the instrument, the person(s) or the entity upon behalf of which
the person(.&) acted, executed the instrument.
WITNESS my hand.and official seal.
Signature 14- Seal:
e
JAMES L) MAR 1�,,INSER
COMM. #1377185
A.P. # -7-2 �4 0 29. NOTARy PUBLIC
CALIFORNIA
BU.TTE*COuNTy
My omm. Expires Sept 28, 2006
T 361-8D
ko b5�*&
Locate:No..CA-MOg�5Q�,..,09,�6.�l- 7361
-LEGAL-IDESCRIPTI N
THEIANDREFE-RRIE)T&HEREIN . B . ELOW 1S qTuATED:iN THE UNiNCORPORKaD MEA, COUNTY OF BLMT,
STATE OF 11CAU FOM. IK,',`A'N_Q'lS;D'ESaUBEb FOU ows:
;,Pa a:
v`
W�dj
!. . �
! Record -the Cmj�y of Butte,
nParce Mapjjecdl ttl er. of
5ft
-boroca n. stjbi6hces �arW: minerals
C
-31 lm� OffidaT_R&o.
"ikorded":
q 0a"d
_g,
Pa
,a-, i7_7 .3—
qiij,
...as on -t
d
.-K-boh-e-im'usive easernen Or.:rOa and'Pu Itc-"W-lity-�pur-pos"es','avert M 3 VU deftih
1,60im. f.,th6 66nij Bufte,'-gbte
Pa ve�� �M� bf-the Re5p�",,,q U900
-1974- mk'-Sd�- k6j�-��,'afftj6 `4i'
Wft
I�u
4,�
;M
2.
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A�
a "BP tten Ot", 1(mr. a. rim -m -el -of
Mbes"
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it.we -a w2iterArldel.purp.09m; -Pu
-a -ra ius - 72 the center sa uspoint -b ing -
. V.mu-n d bf ig -id e
.1_,W,fA'd&crib6d -a's
own on at ce I rtain- a mp,. I n-�; Fat:heMe
C19g afthe-So-uth'66it c'om'e'*r,,.d'f Pard'614 �as'ifi` - th 0 fl*-
�"4�ffi&Recbrder-of.#i�CountvofBu�tte,-Stite4(:61ff6rhi6-bn-'Ai4i 7,;� 6 666 Sd
I j�t .1974;ln.8o6k
welF-and'the'end G_f this"descriptiont
ng
tfi��all that portion lying -within the bounds,,of Pak herein.
'39
2
CLTA Prelftnimy Report Form (11/17/04)
BUTTE COUNTY '
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #: (530) 538-7541
PERMIT NO.
BP060641
B. C. Building Permit 01-16-04 pg 1
LICENSED CONTRACTORS 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
Issued Date: 05/09/2006 APN: 072-190-039-000
the Business and Professions Code, and my license is in full force and
effect.
License Class License Number:
Site Address: 115 WEGER DR ORO
Map Index:
Date: Contractor:
Description: METAL SHOP/GARAGE (1200)
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the
Contractors' State License Law for the following reason (Sec. 7031.5
Business and Professions Code: Any city or county which requires a
Owner: STEWART, MICHAEL J
permit to construct, alter, improve, demolish, or repair any structure, prior
to its issuance, also requires the applicant for such permit to file a
PO BOX 109
signed statement that he or she is licensed pursuant to the provisions of
OROVILLE, CA
the Contractor's State License Law (Chapter 9 commencing with Section
7000) of Division 3 of the Business and Professions Code) or that he or
95965
she is exempt therefrom and the basis for the alleged exemption. Any
530-604-3214
violation of Section 7031.5 by any applicant for a permit subjects the
applicant to a civil penalty of not more than five hundred dollars ($500).):
1, 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 (Sec. 7044, Business and Professions
Applicant: STEWART, MICHAEL J
Code: The Contractors' State License Law does not apply to an
PO BOX 109
owner of property who builds or improves thereon, and who does
such work himself or herself or through his or her own employees,
OROVILLE, CA
provided that such improvements are not intended or offered for
95965
sale. If however, the building or improvements are sold within one
year of completion, the owner -builder will have the burden of
530-604-3214
proving that he or she did not build or improve for the purpose of
sale.).
Q 1. as owner of the property, am exclusively contracting with
licensed contractors to construct the project (Sec. 7044, Business
and Professions Code. The Contractors' State License Law does
Contractor:
not apply to an owner of property who builds or improves thereon,
and who contracts for such projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
13 1 am Exempt under Article 3p9the Business and Pro ions Code
Date: 's ?--Ox Own
License #:
WORKERS' COMPENSATION ;tC&LARATION
I hereby affirm under penalty of perjury one of the following declarations:
El I 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
Architect:
is issued.
Engineer:
0 1 have and will maintain workers' compensation insurance, as
required by Section 3700 the Labor Code, for the performance of
the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier:
Total Square Ft: 1200 S.F.
Valuation: $28,800.00
Policy #:
Census Code:
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 the 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.
Date:
Applicant:
WARNING: Failure to ser--&r-rk`ers' compensation coverage is
unlawful, and shall subject an employer to criminal penalties and one
hundred thousand dollars ($100,000), in addition to the cost of
14t, l;,
compensation, damages as provided for in Section 3706 of the Labor
ybo
code, interest, and attorney's fees.
-
44( t Q,,�/ �, �
00 L
CONSTRUCTION LENDING AGENCY
This permit i�, bgreby is d defthe applicable provisions ofthe Butte County Code and/or
i_ _ >ue un
I hereby affirm that there is a construction lending agency for the
,
Resol i do indicatedAove for which fees have been paid.
VD � C
performance of the work for which this permit is issued (Sec 309-� Civ.)
7 . 6z�
Name:
By:_ J Date:
Address:
PERMIT EXPIRES 0
(Date)
0 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code. which regulate the storage,
handling and use of hazardous materials.
0 Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project.
Ll Attached are copies of the required E. P.A. notification forms.
I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with
all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document f B tte County. I hereby
authorize representatives of Butte County to enter upon the above mentioned property for inspection purpos
AC,4
Print Name: Signature: 'I",
Date:
A(Owner Contractor Q Agent for Owner 0 Agent for Contractor
B. C. Building Permit 01-16-04 pg 1
-1
IN, " d 4
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
AND SUBMITTAL REQUIREMENTS
2414OUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834
OFFICE#: (530) 538-7541
A FEE WILL BE REQUIRED AT TIME OFAPPLICATION
**PLEASE PRINT CLEARLY* �'
PERMIT
NO.
NO
BP
B
ARCHITECTIENGINEER
CONTRACTOR
Name
City State,,:�4
I 0i �w
Address
Pho
g.367 —,�?W-76-10 Fax
city
Occ. I
State
Zip
Phone
I Page
Fax
E-mail
Date Approved:
Lic' #
Class
ARCHITECTIENGINEER
Name ,- y -4 e,
Addre
City State,,:�4
I 0i �w
Zlf'l
Pho
g.367 —,�?W-76-10 Fax
F -Mail State License Number
APPLICANT,�IGNATURE
X
For office use onlyV
APPLICANT NAME
Name
M
I C,41,4 6Z AC r
Address,
/-', d . Oeq le
city
Occ. I
Type Const.
Subdivision Name Map
h
I Page
F
E m 11
P
Date Approved:
APPLICANT,�IGNATURE
X
For office use onlyV
Zoning �Flood
Zone
SRA
I Yes
I No
Occ. I
Type Const.
Subdivision Name Map
Book
I Page
Lot #
Planner
Date Approved:
OVER FOR SUBWTTAL REQUIREMENTS
LENDING AGENCY
Name
Address
Description or Scope of Work:
Sq. Footage /,'2"Ve5,
0 Structure Built without Permits
0 Proposed Change of Occupancy
(Note previous use):
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one
year after the date of application. In order -to renew action on an
application after expiration,. a new application, plwis and fee will be
REQUEST FOR REFUNDS
Refunds can only be made upon written request by the person who
paid the fee. The request must be made prior to the expiration of the
permit and no construction work has been done. Filing fees, plan
check fees for work plan checked and other department costs are not
refundable.
Re P*ved by: Amount: A�'. C�5 Bldg.
SRA
Receipt #: Sheriff
SMIP
Date: Other
E Tntal
1 .4
SUBMITTAL REQUIREMENTS
The following drawings and specifications must be submitted to the Building Division in order to apply
forapermit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALLPLANSMUSTBE
LEGIBLE AND ININK.
Residential, New, Remodels, Additions, and Accessory Structures:
0 1 . 3 Site Plans, signed by the preparer. NO GRAPHPAPER!
Ei 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER!
OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed
calculations.
0 3. 2 Engineered truss details and layouts.(if required) (NO FAXES!).
o 4. Letter from Engineer or Architect for truss design review.
El 5. 2 Energy compliance design and supporting documentation. (Note: Not requiiedfor additions to
mobile or modular homes.)
0 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required).
o 7. Detached Accessory Building Form, filled out by the property owner (if required).
n 8. Sanitation and site plan approval from the Environmental Health Department.
11 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and ca1cs in triplicate, (C) Elevations in
triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer.
Mobile, Manufactured, or Modular Homes:
0 1 . 3 Site Plans, signed by the preparer. NO GRAPHPAPER!
o 2. 2 Data sheets and installation instruction manual.
o ' 3. 2 Marriage line information.
El 4. 2 Floor plans.
o 5. 2 Engineered Tie Downs or Foundation plans.
o 6. Sanitation and site plan approval from the Environmental Health Department.
o 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required).
Commercial, New, Additions and Remodels:
EJ 1 . 4 Site Plans, signed by the preparer. NO dRAPH PAPER!
El 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations,
with code analysis.
0 3. 2 Engineered truss details and layouts (if required) (NO FAXES!).
o 4. Letter from Engineer or Architect for truss design review.
o 5. 2 Energy compliance design and supporting documentation (if required).
* 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required).
* 7. Statement of Intent for Non -heated and A/C (if required).
F -i 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in
triplicate, (D) Floor plans in triplicate, All of these must be sl2mped and wet -signed by the engineer.
o 9. Letter of intent.
C3 10. Hazardous Material Form.
E] 11. Sanitation and site plan approval from the Environmental Health Department.
If you have questions or would like additional information regarding this process, contact a Permit
Application Assistant at (�30) 538-7541.
OVER FOR BUILDING PERMIT APPLICATION
KAFORMSSUILDING F0RMS\B1dgApp1SubRqmts.doc Page 2 of 2 REV 6-16-04
61(0 - C)/" a )
. I COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIO
7 County Center Drive, Oroville, CA.95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
OWNER: ASSESSOR PARCEL NUMBER 0 - 0
Proposed Building Use: Permit Technician: Date: J :)7 -
Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in ordeMb apply.
1g, 1 . Site plans, 3 or 4 sets, signed by the preparer of the plans.
0 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.
.�p' 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
0 4. Engineered truss details and layouts in duplicate. No faxesl
0 5. Letter from Engineer or Architect for truss design review.
0 6. Energy compliance design and supporting documentation in duplicate.
0 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings.
0 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or frid plans, all in
duplicate. a 711)
WMIAI N 1--,
<5; 9. Metal bldgs: (A) Metal Bldg Plans, (B) Frid plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these
must be stamped and wet -signed by the engineer.
0 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate.
0 11. Hazardous Material Form
��c 12. Acknowledgement of building permit application without required clearances.
0 13. Other
Rl- ning items needed to issue the permit. (May require additional plan review upon receipt o!)Ih�following items.)
opmai
14. Sanitation and site plan approval from the Environmental Health Department in 0 Chicolb Oroville, as applicable
A4
0 15. Fire Sprinklers ............................................................................................
0 16. Agricultural Buffer cIr and site plan apr from the Ag Commissioner Sent by-..
0 17. Soils Report and/or Engineered Foundation required ...........................................
1 Erosion Control Plan Required ....................................................
1 9 ees as shown on the attached Schedule of Fees Due Sheet ..............................
ity of Chico Plumbing permit .......................................... * .... ..... * ..... * * .........
1 . Site plan and business license approval from the Ci�.of Biggs ......................
22. California Department of Forestry plan approval O'paid. Sent 4-$-WQ-
23. Planning approval for (A) Use: - (B) Parking: ............ AA
-(C) Parcel Check: ........ CW Uvi=-
0 24. Contact Land Development about - Improvements, - Drainage ........................
El 25. Fire Marshall Review (commercial projects only). Sent by: . ......................
�m 26. NPDES Form .............................................................................................
27. Encroachment Permit for driveway from the Public Works Dept ...........................
28. Contractor's license information. (Number, Name Style, Classification) ...................
29. Worker's Compensation Carrigyand Policy Number ................................ * ... *****'
30. Owner -Builder Verification (N!f. Given to owner, _Mailed to owner) .....................
31. Lefler of Signature authorization .................................... **** ............ * * .......
0 32. Recorded copy of Agricultural Acknowledgment Statement ... * ..... * * .......
0 33. Existing violations and/or expired permits .........................................................
0 34. Deed Restriction ................................... * .... * ...... "" ... * ......
0 35. 11 Legal description, 0 M.H. Title, title search, registration or MCO .........................
El 36. Other:
El 37. Other:
When issued Telephone b 6+- -and hold for pickup.
I have been informed of the above items and requirements for obtaining a building permit.
Applicant: D ate: -3 AM
1. Index permit application for the abover* 4ms numbered: Plan Check-Ketter
2. Additional items rew�wxL
Contractor, designe<jw-�. as �advised 'ofthe above data by 1?*`phone, 0 mail, 0 counter, by --A >S� te:
Contractor, designer. owner, was advised of the above data by 0 phone, 0 mail, 0 counter, by Date:
Contractor, designer, owner, was advised of the above data by 0 phone, Dmail, 0 counter, by - Date:
Plans reviewed by: �' -'% Date: �2 1g* Plans approved by: --2 42 Date: :2 1 !7 t!7
Structural reviewed by: 4XZ< :Datei-� 44 ;/Structural aporoved b e4�� Date'.
Note transfer by: VAV Date: " -114-V , - f /
Yellow: Building Division
K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE, OROVILLE, CA 95965
www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140
RECEIPT OF FEES SCHEDULE - RESIDENTIAL
Owner STEWART, MICHAEL APN No: 72-190-039
Application Date 3/23/2006 Permit No: BP 060641 - Permit Type: GARAGE/SHOP
I BUILDING PERMIT FEES ESTIMATED AT APPLICATION
Plan Check portion of Permit Fee
2 FEMA RYes Flood Elevation Review $109.98
3 SRA* Yes Fire Plan Check - Non -Refundable $95.00
(State Responsibility Area) Building Inspection $109.98
NON-REFUNDABLE portion of fees due at application
$714.87
$285.95 $428.92 Balance of Building Permit Fee
0
0 $204.98
0 1 =
$285.95 RECEIPT DA E Teicb/Asst
FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $285.95
FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT
t5aiance or ouiming rermix rees tirorn imo. j aijove�
SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system)
Additional Plan Check Fees (NON-REFUNDABLE)
Other*:
Other*:
12 SCHOOL DISTRICT FEES*
12a RECREATION DISTRICT FEES*
I k to W! , -
.Aa /,:;?
$428.92
$2.88 IA
UA I Iz Tech/Asst
At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan
checking process.
Applicant: Date:
—
Pursuant to Government code Sect !on 660,2r, )� i hereby notified those Items followed by an " may have been imposed efi your p4bject. You have 90 days
__ P
from the date of approval of the, porlect or /thUe impostion of the above referenced items during which you may protest. The requirements for a protest are
specified in Goverment Code Section 6609(11)'_ K:/Building/Forms/Schedule of Receipt Fees Residential 121205
Butte County Department of'Developinent Serwces
Tr
0$ 111! 0
0
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-7785 Facsimile
BUILDING PERMIT &PPLICATION WITHOUT REQUIRED CLEARANCES
I request and authonize the Building Division to process this building permit application through the plans
examination process WITHOUT first obtaining all necessary, related permits and clearances from other
regulatory entities, including but not limited to, Planning, Environmental Health, Land Development,
County Fire, and Agriculture.
I hereby acknowledg'e':
I need to submit applications for septic andlor well to Butte County Environmental Health
immediately.
1 am required to bring the approved Environmental Health site plan and approved sanitation
clearance to the Building Division as soon as clearance is obtained
I am responsible for notifying Development Services, in writing, to stop processing of the
application and to arrange for* disposition ofplans.
The Building Division will process the application through the plans examination process, as submitted,
without input from other regulatory entities that could prohibit issuance of the building Rermit or r!!,guire
submission of amended building plans to the Building Division. Once the plans examination process
begins, there will be no refund of plans examination fees. Any changes requiring submission of amended
plans to the Building Division will incur additional fees.
Within one year from the date of application for a building pen -nit, all other required permits and clearances
from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearanc . es
will void the application.
Typically other required penn . its/clearances include, but are not limited to, verification the parcel was
legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well
as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture
buffer zones, and habitat/species).
Please print:
Applicant . Name: ?-44_�CT APN: _eZe- /W- e,43?
Building site address: Permit No.:
I have read, understood and accept the terms and conditions as expressed herein- as indicated by my
submission of the above -referenced building permit application and my signature below:
DATE
SIGNATURE PPLICANT
OWNER -BUILDER VERIFICATION
Attention Property Owner:
An "owner -builder" building permit has been applied f6r in your name and bearing your
signature.
. . . Please complete and return this information at your earliest opportunity to avoid unnecessary
delay in processing and issuing your building permit. No building permit will be issued until this
verification is received.
I personally plan to provide the major labor and material for construction of this proposed
-property improvement: YES LK] NO
2. 1 HAVE HAVE NOT signed an application for a building permit for the proposed
work.
3. 1 have contracted with the following person (firm) toprovide the proposed construction:
NANM:
ADDRESS:.
PHONE: CONTRACTOR'S LICENSE NO:
4. 1 plan to, provide portions of the work, but I have hired the following person to cobrdinate,
supervise, and provide the major work.:
NAME:
ADDRESS:
PHONE: CONTRACTOR'S LICENSE NO:
5. 1 will provide some o f the work but I have co'ntracted (hired) the following persons to provide
the work indicated:
NAME ADDRESS PHONE TYPE OF WORK
SIGNED: A"
PROPERTY OWNER
DATE:
NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California.
Health and Safety Code.
This verification must be completed and returned to our office before we are permitted to issue the
permit.
Rev'd 11/4/2004
Butte County Department ofDevelopment Services
ADMINISTRATION * BUILDING * GIS * PLANNING
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 Telephone
(530) 538-2140 Facsimile
OWNER -BUILDER INFORMATION
Dear Property Owner:
An application for a building permit has been submitted in your name listing yourself as the builder of the property
improvements specified.
For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a
permit. Building permits are not required to be signed by property owners unless they are personally performing their own
work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if
that person applies for the proper permit in his. or her name.
Contractors are required by law to be licensed and bonded by the State of California and to have a business license
from the city or county. They are also required by law to put their license number on all permits for which they apply.
If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be
aware of the following information for your benefit and protection:
• If you employ or otherwise engage any persons other than your immediate family, and the work (including materials
and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or
subcontractors, then you may be an employer.
• If you are an employer, you must register with the state and federal government as an employer and you are subject
to several obligations including state and federal income tax withholding, federal social security taxes, workers'
compensation insurance, disability insurance costs, and unemployment compensation contributions.
• There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious
with respect to workers' compensation insurance.
c, For more specific information about your obligations under federal law, contact the Internal Revenue Service (and,
if you wish, the U.S. Small Business Administration). For more specific information about your obligations under
state law, contact the Department of Benefit Payments and the Division of Industrial Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to perforin their
work personally or through their own employees, without a licensed contractor or subcontractor, only under limited
conditions.
A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building
permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building
permits are not required to be signed by property owners unless they are performing their own work personally.
Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your
community or at 1020 N Street, Sacramento, California 95814.
Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware
of these matters. The building permit will not be issued until the verification is returned.
Sincerely,
Scott Rutherford U
Chief Building Inspector
NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code.
Department of Public Works
4' o X.. 0 f B u t. -.t e
!.I . 01 . . C 0 U n t Y
LAND DEVELOPMENT DNISION
Michael Crump, Director Storm \Vater I.Aana.ernent Procrzm
7 C6un' Ey Center Drive
V
Orovifle, CA 95965
o (530) 538-7-266
LC . (FAX) 538-7171
9. t
Discharge Elimination sys-em (NPDES) Phase
National PoJlLItanL Ilution Prevention
rm Water Permit and Storm Water P0
Construction Sto
Plan (SWPPP) Aci<nowledgement IESS THAN 1 APRE
project Description'
Project Location andlor Parcel Number:
ertiffy that this project WILL NOT DISTURB
By si&ng below, L the project ownei/owner's agent,.c W e rn3:1
. 0 r a Construction Storm. at r Pe t
I acre or more of land and that 1, therefore, do not neza to a:pply fo -hased projects that contain
b7orn. the State of California Regional Water Quality Control Board. P
multiple site build -outs of less than one acre but when combined with subsequent phases total more
than one acre of disturbed sail will re4nire. a Construction Storm Water Pe . rrnit from the State of
California Regional"Water Quality Control Board -
am aware that submitting false andlor inaccurate, informatiODOT failure to applyfOT a Construction
0 al Water Quality Control Board for a project.
Storrn Water Perrill"t from the State of California Region
f land may result in revocation of grading and/or other permits or other
that disturbs one acre or more 0
sanctions provided by law.
Signed:
Title-.
I W-1 We / N21
Date: e" Y-- -
California Department of Forestry and Fire Protection
Butte County Fire Department
Fire Safe Requirements
Pennit# 0'6 - 0691
Under authority of public Resources Code Section 4290, the following checked items are required by CDF/Butte
County Fire Department and made part of this permit. These requirements are nummums and may be superseded by
Butte C
OuntY local regulations, which equals or exceeds these standards. Butte County Building Inspectors will
make compliance inspections.
1272.00 Maintenance of Defensible Space Measures
Pq To ensure continued maintenance of properties in conformance with these standards and measures and to
assure continued availability, ac& -ss, and utilization of the defensible space provided for these standards
during a wildfire, provisions for annual maintenance shall be included in the development plans and/or
shall be provided as a condition of the permit, parcel or map approval. Public Resources Code 4291
information will be provided when the final inspection is completed.
1273.10 Driveways
(a) All new driveway construction or an extension of an existing driveway shall comply with Public
Resources Code 4290 roadway requirements.
Pq (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15
feet along its entire length.
(c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout ne the
midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than
400 feet apart
Pq (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be
within 50 feet of the building.
1273.02 Roadway Surface
Pq The surface shall provide unobstructed access to conventional drive �elucles, including sedans and fire
engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting
a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and
turnarounds.
1273.03 Roadway Grade'S
[XI The grade for all driveways shall not exceed 15 percent. Grades above 15% shall have 4" of class 2
aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%.
1273-04 Roadway Radius
(a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface
width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet.
[XI (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures
designed to. hold or divert water, shall be not less than 100 feet.
1273-05 Roadway Tumarounds
Turnarounds are required on driveways and dead-end roads as specified in this article. The in inimum
turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used,
the top of the '-r' shall be a minimum of 60 feet in length -
11,1273.06 Roadwa'y� Turnouts
:AX] Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end.
Revis.d 02/28/06
1273.07 Roadway Structures
(a) All driveway, road, stree� and private lane roadway structures (Bridges, culverts, and other appurtenant
structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the
mwdmuni load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550,
35750 and 35250.
(b), Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road
or single lane conditions, shall reflect the capability of each bridge.
(c) A bridge with only one haffic lane may be authorized by the local jurisdiction; however, it shall provide
for unobstructed visibility from one end to the other and turnouts at both ends.
1273.11 Gate Entrance
PXI (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving
that gate.
Pq '(b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway
and shall open to allow a vehicle to stop without obstructing ft-affic on, that road.
Pq (c) Where a one-way road with a single traffic lane provides access to a gated ptrance, a 40 foot turning
radius shall be used.
1274-08 Addresses for Buildings -
All building§ shall be issued an address by the local jurisdiction which conforms to that jurisdiction's
overall address system. Accessory buildings will not be required to have a separate address; however, each
dwelling unit within a building shall be separately identified.
1274.09 Size of Letters, Numbers and Symbols for Addresses
Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke,
reflectorized, contrasting with the background color of the sigrL
1274.10 Installation. Location and Visibility of Addresses
[XI (a) All buildings shall have a perrnanently posted address, which shall be placed at each driveway entrance
and visible from both directions of travel along the road. In all cases, the address shall be posted at the
beginning of construction and shall be maintained thereafter, and the address shall be visible and legible
from the road on which the address is located.
[XI (b) Address signs along one-way roads shall b� visible from both the intended direction of travel and the
opposite direction.
'(0 Where multiple addresses are required at a single driveway, they shall be mounted on a single post.
(d) Where a roadway provides access solely to a single commercial or industrial business, the address sign
shall be placed at the nearest road intersection providing access to that site.
1276.01 Setback for Structure Defensible Space
JM (a) All parcels I a—cre and larger shall provide a nuininurn 30 foot setback for buildings and accessory
buildings from all property lines and/or the center of the road.
Your parcel is larger then I acre but your minimum setback for buildings - and accessory buildings is less
then 30 feet from all property lines and/or the center of the road. You are required to meet the same
practical effects requirements fisted on page three.
(b) For parcels less than I acre, the local jurisdiction shall provide for the same practical effect. See page
three for same practical effect requirements. , .
Revised 02/28/06
Same Practical Effect for guildings less then 30 fiet from,property fine:,.
If the Building Setback is less then 30 Feet from all property lines and/outhe center of the road, the
following shall be required;
* Class A roof
0 Fully enclosed eaves on entire structure
* Fire rated metal doors on side toward pioperty line with insAcient setback
* Siding from the following list:
(a) Stucco -3 coat
(b) N6n combustible H . ardi-Board, Plank or simila siding
(c) Masonry
(d) Metal
(e) Other Butte County Fire Department approved materials
1276.02 Disposal of Flammable Ve%rgetition and Fuels
M Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of
flanimable vegetation and fuels caused by site development and construction, road and driveway
construction, and fuel modification shall be completed prior to completion of road construction or final
inspection of a building permit
Other Requirements- installation of Residential Fire Sprinklers
[XI If your property was pail of a parcel split after January 1, 199 1, you are required to install residential fire
Sprinklers. It is your responsibility to inspect the official parc�l map to confirm if Sprinklers are required.
03/29/2006 Darren Read
Date Fire Protection Planning
Revise� 02/28/06
THEADAMES.-] 1600 WILSON STREET - THEADAMES I TEL: 805.801.2332
DESIGN G SAN LUIS OBISPO, CA 93401 DESIGN GROUP FAX: 805.782.0260
ES 1600 WILSON STREET THEE ADAMES TEL: 805.801.2332
T
Mp I SAN LUIS OBISPO, CA 93401 =T"- WDESIGN GROUP I FAX: 805.782.0260
lb
a ,
FDM
FACTORY DIRECT METAL
PO BOX 991-898 REDDING, CA 96099
Phone: (530) 244-7510
30'x 40'x 10'-0" Eave Heig4t
Steel Storage Shed
(Wo.c. Frame Spacing)
PROJECT INFORMATION
OWNER NAME: Mike Stewart
PROJECT ADDRESS: Orville, CA
SHEETINDEX
BUIL)ANG DIVISION
PPROVED
% DESIGN LOADS:
I- COVER SHEET
2-3 GENERAL NOTES
4— ROOF FRAMING PLAN
5— FOUNDATION PLAN
6— TYPICAL SIDE WALL FRAMING
7— FRONTIBACK WALL FRAMING/ELEV. & TYP. INT. FRAME
8-9 CONNECTION DETAILS
10— FABRICATION DETAILS
DEAD LOAD: 5 PSF
LIVE LOAD: 20 PSF
WIND LOAD: 80 MPH EXP. C
SEISMIC : ZONE 4
- NOTICE TO BUYER:
NOTE,: THESE CONSTRUCTION DRAWINGS AND THE ADAMES DESIGN GROUP SUPPLIES TECHNICAL
SPECIFICATIONS ARE FOR BUILDING PERMIT DRAWINGS PREPARED FOR PERMIT PROCESSING BY
EVALUATION ONLY. THE CONTRACTOR OF RECORD THE LOCAL BUILDING DEPARTMENT. YOUR DEALER
.IS RESPONSIBLE FOR ERECTING THE STRUCTURE IN IS INDEPENDENT AND NOT A CONTRACTOR OR
ACCOR I bANCE WITH THE MANUFACTURER'S AGENT OF THE ADAMES DESIGN GROUP. Q COPYRIGHT 2005
RECOMMENDATIONS. (D THE ADAMES DESIGN CROUP
THE ADAMES DESIRN. FACTORY DIRECT METAL rDRWN: JCP 11718 - / , 05 " DWG. NO.
X R 0 U. P .-- �-`-STEEL-STORAGE SHED CHK: RAI 11/18/05
1600 WLSON STREET COVER SHEET APPR: SIA 11/18/05
SAN LUIS OBISPO, CA.93401 -fJ08 -NO..- ADG-0370-05..., OF: 10
TEL- 805 801 2332 - �_SCALE: AS SHOWN �0
STATEMENTS
1. THESE CONSTRUCTION DRAWINGS AND
SPECIFICATIONS ARE FOR BUILDING PERMIT
EVALUATION ONLY. - THE CONTRACTOR OF. RECORD
IS RESPONSIBLE FOR ERECTING THE STRUCTURE IN
ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
2. THE ADAMES. DESIGN GROUP SUPPLIES
TECHNICAL DRAWINGS PREPARED FOR PERMIT
PROCESSING BY THE LOCAL BUILDING DEPARTMENT.
YOUR DEALER IS INDEPENDENT AND NOT A
CONTRACTOR OR AGENT OF THE ADAMES DESIGN
GROUP.
These drawings, notes and details ore instruments
of service and are the property of THE ADAMES
DESIGN GROUP. All drawings, information,
specifications, ideas, designs and orrongeiments
represented within these documents shall remain.
the property of THE ADAMES DESIGN GROUP. No
part thereof shall be copied, disclosed to others
or used in connection with any work or project
other than the specific project for which they
have been prepared, developed and licensed,
without the expressed written consent of THE
ADAMES DESIGN GROUP.
COPYRIGHT 2005. THE ADAMES.DESIGN GROUP
These plans and specifications ore instruments of
service -prepared for contract construction. w - ark
and shall be used only under specific agreement
and license with THE ADAMES DESIGN GROUP.
Contractor shall verify all dimensions and existing -
conditions. Report any discrepancies to THE -
ADAMES DESIGN GROUP prior to commencing work.
Material contained in these documents may not
be reproduced in. whole or in port without the
written consent of THE ADAMES DESIGN GROUP.
These plans ore the property of THE ADAMES
DE . SIGN GROUP and may only be used for the
project as specified in the contract or licensing
agreement.
GENERAL NOTES
1.0 DESIGN CRITERIA
1.1 DESIGN CODES & REFERENCES
2001 Edition of the California Building Code
Steel Allowable Stress Design, Ninth Ed. (AISC)
Concrete Reinforced Concrete Design Handbook (ACI)
Ultimate Strength Design Handbook (ACI)
1.2 DESIGN LOADS
Dead Load: Structure Weight
Live Load: CBC Sec. 1607
Wind Load: 80 mph, Exp. C
Seismic Load: Zone 4, O.M.R.F
1.3 DESIGN MATERIALS & STRESSES '
Steel Tubing Manufactured per ASTM -A500
Carbon Steel 16-22 -Gouge cold rolled steel
16-7 Gouge hot rolled steel
Hot Dipped Galvanized ASTM A-123 and -ASTM A-153 '
Bolts Anchor Bolts: ASTM A-36 or better
Machine Bolts: ASTM A-307 or better
Reinforcing Steel AS TM A -615-76A
Grade 40: #4 bars and smaller
Fy = 40,000 psi
Grade 60: #5 bars and larger
Fy = 60,000 psi
Concrete Normal Weight F'c = 2500 psi in 28 days
Soil Foundations have been proportioned based on
an allowable soil bearing value of 1000 psf
(wl 113 increased for seismic) in'
accordance with the 1997 UBC,
the 2001 CBC.
Mike Stewart 0 COPYRIGHT 20051
THE ADAMES DESIGN GROUPI
THE ARMES DESIGN 's r FACTORY DIRECT METAL (DRWN: JCP. I I / 18/05 DWG. NO."'
G R 0 U P STEEL STORAGE SHED CHK: RA 11/18/05
1600 WLSON SlREET GENERAL NOTES 2
SAN LUIS OBISPO, CA 93401 APPR: SIA 11 18 05 OF: 10
TEL: 805 801 2332 �_SCALE: NONE NO.: ADG-0370-05.� REV: 0J
2.0 GENERAL NOTE :
2.1- CONCRETE SPECIFICATIONS
1. All concrete shall. be normal weight and
attain a minimum compressive strength
of 2500 psi in 28 days.
All concrete edges, corners, and intersections
shall' be tooted or. chomfered I"
whether or not shown on the drawings.
2. The maximum concrete stump shall be:
Slabs ..... 3' il"
All other work ..... 4* ±l"
3. The minimum cement content shall be 5 M socks
per cu yord and shall be a standard brand type 11,
low alkali, per ASTM C-150.
4. Any water reducing agents added shall be used to reduce the
water/cement. ratio.
5. Aggregate shall conform to ASTM C-33. Maximum aggregate
size shall 'be I" U.O.N. Use 1/4" aggregate for slobs on grade.
6. Anchor bolts to be full diameter, cut. thread mode from ASTM
A-36 stee I by on American manufacturer and installed per 'Lateral
Requirements* on the following pages.
7. Curing: Freshly deposited concrete shall be protected from
premature drying and excessively hot or cold temperatures,
and shall be maintained with minimal moisture loss at a relatively
constant temperature for the period of time necessary for the
hydration of the cement (typically 7 days)
8. Special Inspection is NOT required for the footing concrete.
2.2 CONCRETE REINFORCING SPECIFICATIONS
1. All reinforcing steel shall be continuous. Splices in
reinfoicement shall NOT be mode at or near points of
maximum stress. Splices shall be lopped not less than .36 bar
diameters ond.in no case less than 24".
Reinforcing bars shall have.minimurn bend radius
of 6 times the bar diameter. Bars shall. not
be heated to facilitate bending. Once bent, steel shall not be
straightened.
2. Reinforcing bars to be deformed bars conforming to ASTM
A -615-76A: J3 & J4 .... Grade 40; 15 & larger ... Grade 60
3. All reinforcing steel, ' shall -be accurately 'positioned
and adequately tied. using* proper choirs and bolsters'.
Nails in wall or stem wall forms will not be acceptable. Supports
and choirs placed against exposed surfaces sho 11 be galvanized or
provided with plastic feet.
4. Concrete cover over reinforcing is required as follows:
T , ...where concrete is exposed to'ond cost against earth.
2 where concrete- is exposed to earth but cost against formwork.
I ..... where not exposed to earth or weather.
2.3 SOIL SPECIFICATIONS
1. Minimum required soil bearing (DL+LL) to be 1000 psf.
2. Expansive index = LOW (assumed* / from report)
*verification may be required by building official
3. It is recommended that on building sites exhibiting characteristics
of instability, a soils investigation be
performed (unless waived by the local building review agency). Any
deviation from the design values shall be brought to the engineers'
attention.
4. All required fill and bockfill shall be 'compacted to
at least 90% of maximum density
unless otherwise noted on a soils report.
2.4 STEEL SPECIFICATIONS
1. All structural steel plates, bar, angles and channels shall conform
to ASTM A36 Standards.
2. All steel tube products shall be manufactured per ASTM —A500
Grade A-1008 and 1010 Carbon Steel
Grade B-1010 thru 1022 Carbon Steel/ 15 gouge and heavier
Grade C-1015 thru 1022 Carbon Steel/ 15 gouge and heavier
3. Carbon Steel used shall conform to the following:
16 gouge — 22 gouge (cold rolled steel)
16 gouge — 7 gouge (hot rolled steel)
4. Wall thickness:
Cold rolled tubing (see table 9 of ASTM A-513)
Hot rolled tubing (see table 6 of ASTM A-513)
5. Bending Radius: (Minimum Workable)
2 X to 3 times the outside diameter '(round)
3 X to 5 times the outside dimension (shapes)
Mike Stewart (D COPYRIGHT 20051
THE ADAMES DESIGN GROUPI
01 —'s r -11 1 —
THE ADAMES DESIGN FACTORY DIRECT METAL (-DRWN: JCP1 11/18/05 '�WG. �NO.
G R 0 U P STEEL STORAGE SHED —CHK: RA I I / 18/05
1600 WILSON STREET - GENERAL NOTES APPR: aIA 11/18/05 . dF: 310
SAN LUIS OBISPO, CA 93401
TEL: 805 801 2332 �_SCALE: NONE JOB NO.: AOG-0370-05 REV: ob
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114-14 x 718"
AT 30" O.C.
HAT CHANNEL
SUB -GIRT 26 GA. METAL
2X3 RAFTER ROOFING
SHEATHING ON HAT CHANNEL
SCALE: NTS
Mike Stewart 0 COPYRIGHT 2005
THE ADAMES DESIGN GROUP�
r- . FACTORY DIRECT METAL _-N "DRINN: JCP _Ll Z 18/05 DWG,. NO.'
THE ADAMES DESIGN
G R 0 U P STEEL STORAGE SHED CHK: RA 11/18/05
1600 WILSON STREET ROOF FRAMING PLAN APPR: SIA 11/18/05 0 4
SAN LUIS OBISPO. CA 93401 10
..j,TEL: 805 801 2332 �_SCALE: 1/8" JOB NO.: ADG-03-70-05
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SHEATHING ON HAT CHANNEL
SCALE: NTS
Mike Stewart 0 COPYRIGHT 2005
THE ADAMES DESIGN GROUP�
r- . FACTORY DIRECT METAL _-N "DRINN: JCP _Ll Z 18/05 DWG,. NO.'
THE ADAMES DESIGN
G R 0 U P STEEL STORAGE SHED CHK: RA 11/18/05
1600 WILSON STREET ROOF FRAMING PLAN APPR: SIA 11/18/05 0 4
SAN LUIS OBISPO. CA 93401 10
..j,TEL: 805 801 2332 �_SCALE: 1/8" JOB NO.: ADG-03-70-05
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FOUNDATION PLAN
SCALE: 1/8" = 1'-0"
See. Plan
t ffAE. ' 'WTf
rY REDHEAD IVEOCE ANCHOR
�. Rd
Thid—d C.n—N Slob
HILT1 REDHEAD WEDGE ANCHOR DETAII
SCALE: NTS L��
LEGEND
f HILTI REDHEAD WEDGE ANCHOR
I 2"x2i" RECT. TU13ING
0 2"x2" SQUARE, TUBING
B" I a" Pe'irnefff Fooling
W/ I -J4 Bar on top
0 COPYRIGHT
AMES DESIGN G
111E ADAMES DESIGN FACTORY DIRECT METAL (O—RWNJCP 11/18/05-) rFW-G—N-T.'�
G R 0 U P STEEL STORAGE SHED CHK: RA 11/18/05 5
160O.WLSON STREET FOUNDATION PLAN APPR: SIA 11/18/05 0
SAN LUIS OBISPO, CA 93401 F: 10
TEL: 805 801 2332 �_SCALE: 118" = 1'-0" I—JOBNO..- ADG-0370-05 0
10 bors 0 48' o.c.
TYPICAL SIDE WALL FRAMING
SCALE: 1/8"
37 3/4" Overoll'Vfidth
36" Overall Coverage
9.0
75
3.13" 13' mil-SiNIN
SIDE LW
METAL DECKING PROFILE (ROOF)
26 GA. GRANDRIB 3
Ix 0.0130, Sx = 0.0205
Fy = 80 ksi.
36.00" (COVERAGE)
9.00"
c�
METAL DECKING PROFILE (WALLS)
26 GA. GRANDBEAM 8
Ix = 0.015. Sx = 0.0194
Fy = 80 ksi.
Mike Stewart (D COPYRIGHT 2005
THE ADAMES DESIGN GROUP
THE ADAMES DESIGN FACTORY DIRECT METAL ""DRWN. JCP 11/18/05) ' -DWG. NO.
G R 0 U P STEEL STORAGE SHED CHK: RA
1600 WILSON STREET TYPICAL SIDE WALL FRAMING 11/18/05 6
SAN LUIS OBISPO, CA 93401 APPR: SIA 11/18/05 OF:.j
TEL: 805 801 2332 [SCALE: 118"=I' -O" JOB NO.: ADG-0370-05 RE
FACTORY DIRECT METAL----" rDRWN: JCP j IZI /0'. DWG. NO.
THE ADAMES DESIGN
G - R 0 U P. STEEL STORAGE SHED CHK: RA 11/18/05
1600 WLSON STREET FRONT/BA CK & INT. WALL FRAMING/ELEV. 1 7
SAN LUIS OBISPO, CA 93401 APPR7 SIA I 1 /05 OF: 10
TEL* 805 801 2332 SCALE: 3116"= I'—O"--TjoB NO.: ADG-0370-05-)
-- REV: ob
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SCALE: 3/16" I'—d"
Metal Decking
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�2
W
C>
CD
C)
C�
cD
cN
360.00" (30'-0")
TYPICAL INTERMEDIATE FRAME
SCALE: 3116" 1'-0"
Mike Stewart
0 COPYRIGHT 2005
THE ADAMES DESIGN GROUP
FACTORY DIRECT METAL----" rDRWN: JCP j IZI /0'. DWG. NO.
THE ADAMES DESIGN
G - R 0 U P. STEEL STORAGE SHED CHK: RA 11/18/05
1600 WLSON STREET FRONT/BA CK & INT. WALL FRAMING/ELEV. 1 7
SAN LUIS OBISPO, CA 93401 APPR7 SIA I 1 /05 OF: 10
TEL* 805 801 2332 SCALE: 3116"= I'—O"--TjoB NO.: ADG-0370-05-)
-- REV: ob
2 'x2' VERTICAL UNIT (1) COLLAR TIE BRACKET
W1 (12) #12-1" TEK SCREWS
4 2"x3" SIDE. �POST
2'x2' TRUSS BRACE 4.1
2 "x2 TRUSS BRACE
BK -20 FLAT BRACKET
(4) 012 X Y SD SCREVS
I TRUSS- CONNECTION. 2 USS CONNECTION
1. 3 1 SWAY BRACE
#12 x V SELF -DRILLING SCREW
usrD IN mosr JOINING APPLICATIONS
"BK 40"
0
4.00
5" Vertical Unit
FLAT BRACKET (BK -20)
F 0
000
2.00
R.063
ANGLE BRACKET (OK -10)
2'x2" SQUARE TUBING 2"X3" RECT. TUBING
14 Go., Ix = 0.3482, Sx 0.3482 14 Go., Ix = 0.9101, Sx = 0.6067
Fy = 50 ksi. Fy = 50 ksi.
Mike Stewart 0 COPYRIGHT 2005
THE ADAMES DESIGN GROUP
THE ADAMES DESIGN
G R 0 U P
1600 WLSON STREET
SAN LUIS OBISPO, CA 93401
TEL* 805 801 2332
FACTOR* DIRECT METAL "DRWN: JCP I I /5/75"'� r-TW-G-N'O
STEEL STORAGE SHED CHK: RA. 11/18/05
CONNECTION DETAILS .8
APPR: SIA 11/18/05 OF: 10
�_SCALE: AS SHOWN JOB NO.: ADG-0370-05,) R �EV: �O
�E
�o
�E
RIFIER PEAK
SIDE POST RAFTER
112 1"
SELF �
-DRILLING
SCREW §
LA
'LA", 2 PLACES
SIDE POST TO RAFTER DETAIL PEAK TO RAFTER DETAIL
MIN. 2 Fasteners
at 3"1 a. c
Square Menrb�r� Swaged, Member
TYPICAL AT ALL
SWAGEO CONNECTIONS
I - 1 1 RAFTER CONNECTION 1 2 1 SWAGE CONNECTION I
VERTICAL POST
BRACKET
? X I' SD SCREWS
x3' HEADER .
1.92"
BASE RAIL
FRONT OR VERTICAL POST
BACK OF BUILDING BACK AND FRONT
Fk.,, OF BUILDING
\ FACTORY WEL�>,, n ,-eFACTORY WELD
N \1 V V.
BK -10 BRACKET T- CONNECTOR
(6) 0 12 X V S D SCREWS
(71 -RE -T BASE RAIL T-SECTiON)
3 HEADER TO POST 4 T-CONNE&OR
SIDE POST
nX;:�(2) 1112 X I' HEX HEAD,
SELF- DRILLING SCREWS,
BK -10 .��VVERTICAL PIN
ANGLE BRACKET WELDED TO BASE RAIL
3' WELD BOTH -SIDES
(6) 012 X I' HEX HEAD, OF PIN
SELF -DRILLING SCREWS'�_
2- X 3- BASE RAIL
DOWN THE LENGTH
OF BUILDING
2' �X2' BASE RAIL
ON THE BACK AND
FRONT OF BUILDING
.5 CORNER BASE CONNECTION NOT USED
CAGE NO.'
5 C H E Q U L E
11
METAL DECKING
26 Go. GRANDBEAM S (WALLS)
26 Go. GRANDR18 J. (ROOF)
Fy
Fy
= 80 ksi.
= 80 ksi.
2"x2" RECT. TUBING
14 Go.
Fy
= 50 ksi.
2"xj" RECT. TUBING
14 GO.
�50ksi.
CAGE NO.'
10
11
12
14
15
16
18
20
22
1
1 24
1
1 26
1
1 29-1
30
DESIGN THICKNESS. INCHES
0.1345
0.1196
0.1046
0.0747
0.0673
0.0598
0.0478
0.0359
0.0299
0.0239
0.0179
0.0135
0.0120
Mike Stewart
0 COPYRIGHT 2
AMES DESIGN GR
THE ADAMES DESIGN' FACTORY DIRECT METAL �_DRWN. JCP I I /178/05- DWG. NO.
G R 0 U P STEEL STORAGE. SHED CHK: RA 11/18/05
1600 WLSON STREET CONNECTION DETAILS 9
SAN LUIS OBISPO, CA 93401 APPR: SIA 11/18/05 OF: I
TEL: 805 8 01 2332 UCALE: AS SHOWN JOB NO.: ADG-0370-05 REV:
THE ADAMES DESIGN ol FACTORY DIRECT MEfA—L—' rDRWN: JCP 11 /78/-0-5-"" r—FW—GN--O-"
G R 0 U P STEEL STORAGE SHED CHK: RA 11/18/05
1600 WLSON STREET FABRICATION DETAILS
SAN LUIS OBISPO, CA 93401 APPR: SIA 11/18/05 OF! 010
TEL: 805 801 2332 0CALE: AS SHOWN JOB NO.: ADG-0370-05-) � ll—��o
T1 an
T—' IV
13-
SMWff LDIGTH YUMA FM KrGR MIG 7rLO
WA 114M r"No
0 vq�
PEAK: 71-6000
8' BASE EXTENSION: 71-4782
in ml!
r Fl 1r
30
17 V -H-1
fmw Mr. I= wm w" Mun
46'vW
Ny
Lr VC -vr
SIDE POST: 71-5000
STARTER BASE RAIL: 71-4783
.75 (1.406)' (1.406)
.5
RAFTER FOR 30'WIDE: 71-8400
Mike Stewart
Q COPYRIGHT, 2005
THE ADAMES DESIGN GROUPI
THE ADAMES DESIGN ol FACTORY DIRECT MEfA—L—' rDRWN: JCP 11 /78/-0-5-"" r—FW—GN--O-"
G R 0 U P STEEL STORAGE SHED CHK: RA 11/18/05
1600 WLSON STREET FABRICATION DETAILS
SAN LUIS OBISPO, CA 93401 APPR: SIA 11/18/05 OF! 010
TEL: 805 801 2332 0CALE: AS SHOWN JOB NO.: ADG-0370-05-) � ll—��o
STRUCTURAL CALCULATIONS
for a -
301 x 401 x 101 Eave Height
STEEL STORAGE SHED
(41 Frame Spacing)
(15 pages)
Prepared for
Factory Direct Metal
PO. Box 991-898
Redding, CA 96099
Owner Name: Mike Stewart
Project No. ADG-0340-05
APN# 072-190-039
November 18, 2005
THE ADAMES DESIGN GROUP
1600 WILSON STREET
SAN LUIS OBISPO, CA 93401
(805) 801-2332
Engineers Seal
THE ADAMES SUBJECT: STEEL STORAGE SHED PREPARED BY: S. HYLAND PAGE
DESIGN GROUP JOBNO: ADG-0340-05 CHECKED BY: S. NOORAFSHA`71 j 2 OF 15
TABLE OF CONTENTS
-SECTION and DESCRIPTION
PAGE NO.'
1..0 Design Criteria
1. 1 Design Codes and References ............................................................. 3
1.2 Design Loads ......................................................................................... 3
1.3 Design Materials and Stresses ............................................................. 3
2-.0 General Notes
2.1 Concrete Specifications ...................... ............................................... 4
2.2 -Concrete Reinforcing Specifications ................................................... 4
2.3 Soil Specifications ................................................................................ 5
2.4 Steel Specifications ............................................................................. 5
3.0 Structure Sketches ........................................................................................ 6
3.1 Structure Plan .................................................................. * .................... 6
3.2 Typical Intermediate Frame ................................................................ 6
1.3 Side Elevation/Framing ...................................................................... 7
4.0 Structural System
4. i Roof System ........................................................................................ 8
4.2 Wall System ..... ; .................................................................................. 8
4.3 Foundation System ............................................................................... 8
5.0 Structure Loads
5.1 Vertical Loads ..................................................................................... 8
5.2 Lateral Loads ....................................................................................... 9
5.3 Load Combinations ............................................................................. 9
6.0 Structural Analysis
6.1 Roof & Wall Sheathing Design ............................................................ 9
6.2 Check Anchor Bolts at Base of Posts .................................................. 10
6.3 Check King Post Truss .............................. * ........................................... 11
6.4 Check 3x2 Column ............................................................................. I I
6.5 Check Moment Resisting Elbow Connection ...................................... 12
6.6 Anchorage Force Provided by Footing ................ I ............................... 13
6.7 Anchorage ' to Resist Maximum Uplift Force ...................................... 13
6.8 Allowable Loads for Tek Screws and Metal Sheathing ....................... 14
6.9 Check Metal Sheathing acting as Vertical Diaphragm ....................... 15
MTHEADAMES SUBJECT: STEEL STORAGE SHED PREPARED BY: S. HYLAND PAGE
DESIGN GROUP -0340-05 N1
JOB No: ADG CHEdKED BY: S. NOORAFSHAITI 1 3 OF 15
.1.0 DESIGN CRITERIA:
1. 1 DESIGN CODES& REFERENCES
1997 Edition of the Uniform Building Code
2001 Edition of the California Building Code
• Steel Allowable Stress Design, Ninth -Ed. (AISC)
• Concrete Reinforced Concrete Design Handbook (ACI)
Ultimate Strength Desig h *Handbook (ACI)
1.2 DESIGNLOADS
Dead Load:
Structure Weight
Live Load:
20 psf
Wind Load:
80 mph, Exp. C
Seismic Load:
Zone 4, O.M.R.F.
1. 3 DESIGN MA TERL4LS
& STRESSES
Steel Tubing Manufactured per ASTM -A500
Carbon Steel 16-22 Gauge — cold rolled s teel
16-7 Gauge — hot rolled steel
Hot Dipped Galvanized. ASTM, A- 123 and ASTM_ A- 15 3
Bolts
Anchor Bolts: ASTM A-36 or better
Machine Bolts: ASTM A-307.or better
Reinforcing Steel
ASTM A -615-76A
Grade 40: #4 bars and smaller
Fy = 40,000'psi
Grade 60: #5 bars and larger
Fy = 60,000 -psi
Concrete
Normal Weight f c = 2500 psi in 28 days
Soil
Foundations have been proportioned based on
an allowable soil bearing value of 1000 psf
(w/ 1/3 increased for seismic) in accordance
with the 1997 UBC, and the 2001'CBC.
THEADAMES
DESIGN GROUP
2.0 GENERAL NOTES:
SUBJECT: STEEL STORAGE SHE5
JOB NO: ADG-0340-05
2.1 CONCRETE SPECIFICATIONS
PREPARED BY: S. HYLAND
CHECKED BY: S. NOORAFSHANI
PAGT
4 OF 15
1. All concrete shall be normal weight and attain a minimum compressive strength of 2500 psi in 28 days.
All concrete edges,. comers, and intersections shall be tooled or chamfered3/4" whether or not shown
on the drawings.
2. The maximum concrete. slump shall be: Slabs .................... 3" ±153
All other work ......... 4" *± 1'5
3. The minimum cement content s hall be 5 '/2 sacks per cu yard and shall. be a standard
brand type Il, low alkali, per ASTM C- 15 0.
4. Any water reducing agents added shall be used to reduce the water/cement ratio.
5. Aggregate shall -conform to ASTM C-33. Maximum aggregate size shall be I" U.O.N.
Use 1/4" aggregate for slabs'on grade.
6. Anchor bolts to be full diameter, cut thread made from ASTM A-36 steel by an American
manufacturer and installed per "Lateral Requirements" on the following pages. -
7. Curing: Freshly deposited concrete sh * all be. Protected from premature drying and excessively
hot or cold temperatures, and shall be maintained with minimal moisture loss at a relatively
constant temperature for the period of time necessary for the hydration of the cement (typically 7 days)
8. Special Inspection is NOT required for the footing concrete.
2.2 CONCRETE REINFORCING SPECIFICATIONS
1. All reinforcing steel shall be continuous. Splices in reinforcement shall NOT be made at or near points of.
maximum stress. Splices shall be lapped not less than 30 bar diameters and in no case less than 24".
Reinforcing bars shall have minimum bend radius of 6 times the bar diameter. Bars shall not be heated
to facilitate bending'. Once bent, steel shall not be straightened.
2. Reinforcing bars to be deformed. bars conforming to ASTM A -615-76A:
#3 & #4 .................. Grade 40
#5 & larger ............... Grade 60
3. Al * I reinforcing steel, shall be accurately positioned and adequately tied, using proper chairs and bolsters.
Nails in wall or stem wall forms will not be acceptable. Supports and chairs placed'
against exposed surfaces shall be galvanized or provided with plastic feet.
4. Concrete cover over reinforcing is required as follows:
.391 ............ where concrete is exposed to and cast against earth.
259 ..... * ...... where concrete is exposed to earth but cast against formwork.
1 V211 ......... where not exposed'to earth or weather.
THEADAMES SUBJECT: STEEL STORAGE SHED PREPARED BY: S. HYLAND PAGE
DESIGN GROUP JOB NO: ADG-0340-05 CHECKED BY: S. NOORAFSHAI
M1 4-11 5 OF 15
2.3 SOIL SPECIFICATIONS
1. Minimum required soil bearing (DL+LL) to be 1000 psf.
2. Expansive index= (assumed* / from report)'
*verification may be required by building official
3. It is recommended that on building sites exhibiting characteristics of instability, a soils investigation
be performed (unless waived by the local building review 'agency). Any deviation from the design values
shall be brought to the engineers' attention.
4. All. required fill and backfill'shall be compacted to at least 90% of maximum density unless otherwise
noted on a soils report.
Z4 STEEL SPECIFICATIONS
1. All structural steelplates, bar, angles- and channels shall conform to ASTM A36 Standards.
2. All steel -tube products shall be manufactured per ASTM -A500
Grade A- 1008 and 10 10 Carbon Steel
Grade B-1010 thru 1022 Carbon Steel/ 15 gauge and heavier
Grade C- 10 15 thru. 1022 Carbon Steel/ 15 gauge and heavier
C Steel Tube shall be used for Structural Design.
3. Carbon Steel used shall conform to the following:
16 gauge — 22 gauge (cold rolled steel)
16 gauge — 7 gauge (hot rolled steel)
4. Wall thickness:
Cold rolled tubing (see table 9 of ASTM A-513)
Hot rolled tubing (see table 6 of ASTM A-513)
5. Bending Radius: (Minimum Wor ' kable)
2 V2 to 3 times the outside * diameter (round)
3 V2 to 5 times the outside dimension (shapes)
THEADAMES SUBJECT: STEEL STORAGE SHED PREPARED BY: S. HYLAND PAGE
DESIGN GROU . P. JOB NO: ADG70340-05 CHtCKED BY: S. NOORAFSHANI 6 OF 15
3.0 STRUCTURAL SYSTEM
10. b.y� 0 48" ..c.
MINE
MONSOON
4B0.00_(40'-V.N0M.)
FIGURE 3.1 - STRUCTURE PLAk
—Metal Decking
12
13
..360.00-(30'-0')
FIGURE 3.2'. TYPICAL INTERMEDIATE FFAME
Roo[Decing—,
W
ftflD.W,
c5
ILL,_ L
loboySO48*0.c.
480.00- (40'-U-)
FIGURE 3.3 SIDE ELEVATION/ FRAMING
SUBJECT: STEEL STORAGE SHED PREPARED BY: S. HYLAND PAGE
THEADAMES
DESIGN GROUP
I JOB NO: ADG-0340-05 CHECKED BY: S.-NOPRAFSHANI 7 OF 15
4.0 STRUCTURAL SYSTEM
4. 1 ROOF SYSTEM — Steel decking over steel tubing (rafters).
Diaphragm will be considered flexible for calculation purposes.
4.2 WALL SYSTEM - Transverse Braced Frame, Longitudinal Metal Sheathing
4.3 FOUNDATION SYSTEM— Concrete slab with 8" deep thickened edges
5.0 -STRUCTURE LOADS
5.1 VERTICAL LOADS
5.1.1 Rooffoads
Dead Loads (Estimated)
Decking: 2.0 psf
Framing: 1.5 psf
Misc'.: 1.5 psf
5.0 psf
5.1.2 Wall Loads
Dead Loads (Estimated)
Steel Siding over Tubing 5 psf
5.1.3 Floor Loads
Dead Loads (Estimated)
4" Slab. on Grade: 50 psf
(based on normal weight of 144 #/ft')
Live Load (CBC Table 16-C)
Live Loads - See Section 5.2
(Table 5.2 Ref. 1)
Live Load — Not. applicable for floor type.
THE ADAMES SUBJECT: STEEL STORAGE SHED PREPARED BY: S. HYLAND PAGE
DESIGN GROUP
JOB NO: ADG-0340-05 0,N1
CHECKED BY: S. NOORAFSHANI 8 OF 15
5.2 LATERAL LOADS
5.2.1 WindLoads.
Site Conditions: 80 mph, Exp. C
P = Ce Cq q, I,
Method 1 (Normal Force Method)
Ce 1.06 (Structure Height less than 20')
Walls
Cq =.8 Inward (windward)
=.5 Outward (Leewardl
Roofs
Cq = .7 +.5= 1.2 outward (perpendicular to ridge, leeward'
=3 inward (slope 3:12, windward)
—.7 t.5=1.2 outward (parallel to ridge)
q, =.I 6.4 psf
I,, = 1.0 (Occupancy- Group 4)
UBC Sec. 1620
UBC Sec. 1621.2
CBC Table 16-G
CBC Table 16-H
CBC Table 16-F
CBC Table 16-K
.P,,Il, = (1.06)(0.8)(16.4)(1.0) = 14 psf (Inward)
Proof= (1.06)(1.2)(16.4)(1.0) 21 psf (Outward)
4.2.2 Seismic Loads
Total Design Base Shear: V= 3.00aW CBC See. 1630.2.3.2
R
Ca' 0.40 Na 0.40 x 1.0 0.40 CBC Table 16.S
R = 4.5 CBC Table 1-6-N
V = 0..27 W
5.3 L OA D COMBINA TIONS
UsingWorking Stress Design for Steel Structures (Reference CBC Section 1601.4.2)
DL + RLL (Governs)
2. DL + WL
3. DL + SL
,Note: Floor DL and LL i's exclu ded due to Slab on Grade.
THE ADAMES SUBJECT: STEEL STORAGE SHED _�ARED BY: S. HYLAND PAGE
DESIGN GROUP JOB NO: ADG-0340-05 CHECKED BY: S. NOORAFSHANI 9 OF 15
6.-0 STRUCTURAL ANALYSIS
6.1 ROOF SHEATHING AND SHEAR WALL DESIGN
6.1.1 Roof Contribution
DL + LL = 5 psf + 25 psf = 30 psf (5 psf)(30 ft) = 150 lb/ft (roof DL)
DL + Wind = 5 psf — 21 psf = -16 psf (Uplift)
6.1.2 Wall Contribution
DL at mid -height = (5 psf)(1 0 ft / 2) = 25 lb/ft
'6.1.3 Lateral Contribution
Wind = (14 psf x 5 ft) + (21 psf x 3.75 ft) = 149 plf
Seismic = (0.27)(150 plf + 31.25 plf 48.9 plf < Wind .-.Wind Governs
Roof Sheathing
0
Wind Load
Longitudinal Axis
. P L A N
Unit shear in transverse direction, based on 4' c.c. frame spacing:
v 149. plf x 4ft 298 lbs per post
2 Posts
Unit shear in longitudinal direction:
— 4-
3.75'
5'
v = (21 psf x 0.5 x 3.75 ft x 30 ft) + (14 psf x 4 ft x 3L.ft)__= 130 lbs per'post
2 x 11 Posts
6.1.4 - Roof Pressure due to Wind Load
Pressure Load at Roof is 21 psf.
Use 26 Ga. Fabral's Metal Sheathing. Rated at 31 psf Wind Load,
.2.4 psf Live Load,.33 in. deflection (L/180) for 5' span. Fasten.to
rafters per manufacturers instructions using No.12-14 sheet metal
screws rated at 1,620 lbs shear or bearing and 752 lbs pullout.
THEADAMES SUBJECT: STEEL STORAGE SHED PREPARED BY: S. HYLAND PAGE
DESIGN GROUP I I
JOB NO: ADG.-0340-0.5 'CHECKED BY: S. NOORAFSHANI 110 OF 15
62 CHECKANCHOR BOLTSATBASEOFPOSTS
Total shear load transferred to base from roof diaphragm along transverse axis:
R = 298 lbs;
so, for one V2" dia. Hilti RedHead Wedge Anchor embedded a min. 2 1/2" into 2000 psi concre'l
with 1/2" edge distance and 4.8" o.c. spacing, allowable sheai.is 1190 lbs. And allowable tension
is 580 lbs. without special inspection. Reference ICBO #ER -1372 Table 3.
Thus, 298 lbs / 1190 lbs = 0.25 say 1 bolt min. for shear transfer. One bolt eac - h column.
OPTIONAL: f6r one 'Simpson MAS'anchor strap installed per manufacturers recommendati
allowable shear is 290 lbs. And allowable tension is 875 lbs.
Thus, 298 lbs / 290 lbs = 1.02 say I strap min. for shear transfer. Two straps each column.
6 3 CHECK KING POST TRUSS
CHECK COMBINED BENDING AND AXIAL TENSION
Based on 4 ft c.c. and 25 psf Load = 25 psf (5 ft) = 100 lb/ft
Axial load on side post = 100 lb/ft(I 5 ft) = 1,500 lbs
Tension.load on collar tie = (1,500 lb) / tan(14.063) = 5,988 lbs
Determining axial load on center post: '/2 x 30 ft x 100 lb/ft = 1,500 lbs
30' WIDE POST TRUSS
CHECK COMBINED AXIAL AND BENDING STRESSES @ Section A -A
Analysis of Center Post: A 1.1598
P 34.4676
fa P/A = 1,500 lb /.5126 in 2 = 2,926 psi Ix 96.4164
Fa .617y = .6(50000 -psi) = 3 0,000 psi ly 0.7595
fa:5 Fa rx 9.1175
ry 0.8092
Sx 8.6209
Sy .7595
THEADAMES I SUBJECT: STEEL STORAGE SHED PREPARED BY: S. HYLAND PAGE
DESIGN GROUP .
I JOBNO: ADG-0340-05 CHECKED BY: S. NOORAFSHAN71111 OF 15
Analysis of Truss Brace:
fa = T/A =,55'988 lb /.5126 in 2 = 11,682 psi
fb NVS; M = PIA = [1,500 lbs x 324 in] / 4 121,500 lb -in
3
fb 121,500 lb -in 8.62 in 14,095 psi
Ft=Fa=.66Fy=33,000psi
Fb.= 1.33(.66 Fy) = 44,000
(14.1/44) + (11.7/33):5 1.0 0.68:5 1.0
6 4 CHECK 3 x 2 COL UMN
fa P/A = (30 psf)(4 ft x 15 ft) /.7166 2,512 p*si
w 14 psf x 4.0 ft = 56 plf, 56 plf / 2 columns'= 28 plf
fb MI Sx = (wl2/ 8) / Sx = [28 plf x (8 ft)2 /8]/.6067 in 3
SECTION PROPERTIES
2 . 3 . 14 G.. (.0747')
A= 0.7166
1.. 0.9101
S.. 0.6067
rx 1.1269
Iyy 0,4867
Syy 0.4867
r y 0.8 241
fb 369 psi
Fb 33,000 psi L, --j
Cc (27c 2 E /Fy)"2 [(2)(3.1415)2 (29000000)/50,000] 112 107
KI/r = (1.2)(8 ft)(12)/(1.12) 103 < Cc .-. Use Fa ri - (KI/r)2/2CC2 I Fy
5/3 + (3 KI/r)/8Cc — (KI/r)3 /8CC3
Fa =14,004 psi
So, Combined Axial and Bending (2.5 14) + (0.369 / 33) = 0.19:5 1.0.-.
317 X 299, 14 ga. Column is adequate for loading.
THE ADAMES' I SUBJECT: STEEL STORAGE SHED PREPARED BY:.S. HYLAND PAGE
DESIGN GROUP
MF JOB NO: ADG-0340-05 CHECKED BY: S. NOORAFSHANI
12 OF 15
65 CHECK MOMENT RESISTING ELBOW CONNECTION
Moment in Elbow due to DL + SL (Md+s) = (30 -psf)(4 ft)(1 5 ft -)(I 8 in) = 32,400 in -lbs
Moment in Elbow due to DL + W (Md+w) = (14 psf + 5 psf )(4 ft)(8 ft)(1 8 in) = 10,944 in -lb
Md+s > Md+w.-. Moment due to DL + SL governs.
Stress in Elbow due to Md+s = 32,400 in -lbs / 1.3918 = 23,279 psi
(Includes 1.5 x 1.5 x 15 Ga diagonal brace at. elbow as shown below)
Fb =.66Fy =.66(50000psi) = 33,000 pt�si.
23,279 psi < 33,000 psi
SECTION PROPERTIES
1.5 x L5 x 15 Go. (.0673')
A= 0.3780
Ixx 0.1281
Sxx 0.1708
rz 0.5821
Iyy 0.1281
Syy 0.1708
ry 0.5821
Analyz ing Comer Brace:
Z = (18 in 2 + 18 in 2) '1" = 25 in
Z/Y = axial load / Fy;
25 in/ 18 in = axial load / (3 0 psf)(4 ft)(I 5 ft); -
axial load = 2,500 lbs
fa 2,500 lbs / .3 780 in 2 6,614'psi
Ft Fa =.6 Fy =.6 (50000.psi) = 30,000 psi.
6,614 psi < 30,000 psi
CORNER BRACE DETAIL
SCALE: I" = 1'-0"
COMPOSITE SECTION 'PROPERTIES
FOR CORNER BRACE
2 x 3 v, 14 Go. (.0747') +
1.5 x 1.5 Y, 15 Go. (.0673'>
A = 1.08137
Ix x 4.4794
S V. 1.3918
rx 2.0284
Iyy 0.6115
Syy 0.6115
ry 0.7495
Use 1.5" X 1.5", 15 ga. diagonal brace to resist moment at elbow connection.
Shear in screws due to moment = 32,400 in -lbs / (18 ifi)(4 screws) = 450 lbs/screw
For One No. 12-14 metal screws allowable shear is 1,620 lbs and tension is 752 lbs.
40"
Verticol Unit
450 lbs < 1.,620 lbs
Use (4) metal screws; (2) at each end of corner brace to resist moment at elbow connection]
THEADAMES
DESIGN GROUP
SUBJECT: STEEL STORAGE SHEB
JOB NO: ADG-0340-05
6 6 ANCHORAGE FORCE PROVIDED BY FOOTING
Volume of Concrete Slab: 5 ft x 15 ft x (4/12) ft = 25 ft3
Dead Load of Concrete Slab: 144 #/ft3 x 25 ft3 = 3,600 lbs
PREPARED BY: -S. HYLAND
CHECKED BY: S. NOORAFSHANI
681 lbs.uplift (See Sec. 6.7) at base of each frame <.2,880 lbs.-.
Anchorage Force Provided by Concrete Slab is Adequate to Resist Uplift.
6 7 ANCHORAGE TO RESIST MAXIMUM UPLIFT (OUTER UNITS)
Overturning Force on Structure due to inward wind pressure (Per Frame Basis)
14 psf x 4' spacing x 5' eave return = 280 lbs. per frame.
Overturning Moment (M 1 ot) = 280 lbs x 10 ft = 2,800 ft lbs
Force Couple at base of structure resisting Overturning Moment (M I ot)
TI = Cl = Mot / Span = 25800 ft lbs 30 ft = 93 lbs at base of Frame.(Uplift)
Uplift Force on Structure due to outward wind pressure (Per Frame Basis)
21 psf x.4' spacing x 15 ft.= 1,260 lbs. per frame.
Overturning Moment (M2 ot) = 1,260 lbs x 22.5 ft = 28,350 lbs ft.
Force Couple at base of structure resisting Overturning Moment (M2 ot)
T2 = C2 = Mot / Span 29,350 ft lbs / 30 ft = 945 lbs at base of Frame.(Uplift)
Dead Load of structure resisting uplift:
[5 psf x (8 ft + 30 ft + 8 ft) x 5 ft] 2 = 575 lbs per column.
Net Uplift at base of frame:
575 lbs — 93 lbs -- .945 lbs = -463 lb Uplift at base of each frame.
For one Red Head Wedge Anchor embedded into 2000 psi concrete following
manufacturer's recommendations, allowable shear is 4,760/4 = 1, 190 lbs.
Allowable tension is 4,660/4 = 1,165 lbs.
463 lbs < 1,165 -lbs
PAGE
13 OF 15
Use Red Head Wedge Anchor embedded min. 2.25" into 2000 psi concrete following
manufacturer's recommendations to resist uplift.
9
ft
- MTHE ADAMES SUBJECT: STEEL STORAGE SHED PREPARED BY: S. HYLAND PAGE
DESIGN GROUP JOBNO: ADG-0340-05 CHECKED BY: S. NOORAFSHANI
711 14 OF 15
6 8 ALLOWABLE LOADS FOR TEK SCREWS AND METAL SHEA THING
Screw Type #12-14 Self -drilling
d 0.216 in
d% br75 in
Per manufacturer's Specification Sheet
Pts 2Z7Q. lbs (screw tension strength based on tests)
Pss 2900i lbs (screw shear strength based on tests)
Minimum edge distance is N -OT7-51 in
Top Material Ultimate Strength Fu 1 6. 00,0 psi
Base Material Ultimate Strength Fu2 5 000 psi
Allowable Shear and Tension values for TEK screws based on 2002 AISI Manual
Shear Design Strength
Connection shear limited by tilting and bearing (Section E4.3.1)
ti Top Material
"0'
Q ff0L!'!!�P7__-,
5- Base Material
t2/tl
For t2/tl -�'. 1.0, Pns is the smaller of For t2/tl'> 2.5, Pns is the smaller of
Pns = 4.2*(t23d)"2*Fu2,= 2406 lbs Pns = 2.7*tl*d*Ful = 455 lbs
Pns = 2.7*tl*d*Ful 379 lbs Governs Pns = 2.7*t2*d*Fu2 = 2187 lbs
Pns = 2.7*t2*d*Fu2 2187 lbs
N Pns/n 152 lbs
3
Pns/Q 126 lbs ALLOWABLE
Connection strength limited by end distance (Appendix E4.3.2)
Pns t*e*Fu 585 lbs
Pns/0 195 lbs
Shear in screw (Section E4.3.3)
Pns = 0.8Pss 1600 lbs
,Pns/r) = 533 lbs
Tension Design Strength
Pull-out (Section E4.4.1)
Pnot = 0.85*tc*d*FU2 689 lbs
Pull -over (Section E4.4.2)
Pnov = 1.5*tl*dw*Ful = 439 lbs
Pull -over Governs
Pn/fl 146 lbs ALLOWABLE
Tension in screw
Pnt = 0.8Pts 2222 lbs
Pnt/0 = 741 lbs
Governs
THE ADAM ES'
DESIGN GROUP
ECT: STEEL STORAGE SHED
JOB NO: ADG-0340-05
CHECKED BY: S: NOORAFSHANI
69 CHECK METAL SHEATHING ACTING AS VERTICAL DIAPHRAGM
Load acting on Panels at Longitudinal Walls:
Load acting on Panels at Side Walls: I I posts x 130 lbs/post = 1,430 lbs
1,43 0 lbs / 126 lbs per screw = 11. 3 screws required to resist shear load
11.3 screws / I I*posts = 2.0 screws per post....say 10 -screws per post.
10 ft x 12 in = 120 inches / 10 screws = 12 inch spacing required.
Specify 6 inches center -to -center spacing for screws at Primary supporting elements.
For Fabral 26 ga. Mighti-Rib PBR panel, with span length of 5 ft and 7 spans:
V = 152.3 plf
Maximum Length of Panel required to resist shear: 1430 lbs / 152.3 plf = 9.4 ft
Length of Side Wall Provided is 50 ft. :.Adequate
Check Panel Overturning: 130 lbs x 10 ft = 1,300*ft-lbs'
Uplift = 1,300 ft -lbs / 12 ft = 108 lbs.
Use Hilti RedHead Wedge Anchor. Allowable Tension is 580 lbs.
Load acting on Panels at Transverse Walls:
Total Shear acting in Transverse Direction: 298 lbs/post x I I posts =.3,278 lbs.
Shear acting on Front & Back transverse walls: 3,278 lbs / 2 = 1,639 lbs.
Length of wall required to resist shear: 1,639 . lbs / 152.3 plf = I I ft.
Minimum Length of Wall Provided at Front & Back Wall is 18 ft. .-. Adequate.
Check.Panel Overturning: 1,639 lbs x 10 ft = 16,390 ft -lbs
Uplift = 16,390 ft -lbs / 30 ft = 546 lbs
Use Y2" dia. Red Head Anchor Bolt at each end of shear panel.
Allowable Tension is 580 lbs.
-112 1EK SCREWS 26 GA. METAL
-AT G" O.C. AT ALL ROOFING OR SIDING
PRIMARY SUPPORTS r
20 RAFTER OR SIDE POST
(PRIMARY SUPPORT)
#12 1EK SCREWS
AT 6" O.C. AT ALL DECKING DIRECTION
PANEL TO PANEL
CONNECTIONS
20 RAFTER OR SIDE POST
(PRIMARY SUPPORT)
(T_2,)�_SHEATHING DETAIL
SCALE: 1 112" = 1'-0"
j12 TEK SCREWS
AT 6" D.C. AT ALL
PRIMARY SUPPORTS
P.AGE
5 OF 15
Page 3 of 7 ER -1 372
TABLE 2 -RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR iTw RAmSETIRED HEAD SELF -DRILLING ANCHORI
For SI: 1 inch = 25.4 mm.
tLinear interpolation may be used for intermediate spacing and edge distances.
TABLE 3--ITW RAMSET/RED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds)1,2,4.5.6
V� - 2.000 psi
V, - 4,000 psi
DESCRIPTION
Tension
Tension
Tension
Min. Allowable
Min. Allowable Spacing
ANCHOR
INSTALLATION
Edge Distance
Edge Distance
Spacin
Between Anchors
With
Without
MIN.
�EMBEDMENT
Required to
Obtain Max.
�In.h..Jpp, led
Load
Require2to
Obtain Max.
a
Load = 4plied
BOLT
DIAM R
ANCHOR
DIAMETER
DEPTH
Working Load
actor
0.85 for Tension
Working Load
0.95 for Tension
tinr
h)
(inch)
(inches)
(inches)
- 0.75 for Shear
(Inches)
-0.70 for Shear
114
'/16
13 /32
115/16
1
37/8
115/16
3/8
9/16
1'/32
21 1/16
13/8
53/8
211/16
.1/2
11/16
.21/32
39/16
113/ 16
71/8
39/16
5/8
27/32
215/32
43/8
23/16
91 '/16
43/8
3/4
1
31/4
511/16
27/g
1131S
511/16
For SI: 1 inch = 25.4 mm.
tLinear interpolation may be used for intermediate spacing and edge distances.
TABLE 3--ITW RAMSET/RED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds)1,2,4.5.6
For SLA inch = 25.4 mm, I psi = 6.89 kPa, I lbf - ft = 1.355 818 N - m, I Ibf= 4.45 N.
IThe tabulated shear and tensile values are foranchors installed in stone -aggregate concrete having the designated ultimate compressive strength at the time ofinstallation.
2The holes are drilled with bits complying with ANSI B212.15-1994. The bit diameter equals the anchor diameter.
3These, tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.5.
4The'm*nimum concrete thickness is 11/2 times the embedment depth, or the embedment depth plus three times the anchor diameter, whichever is greater.
5AIlowable 'static loads may be increased one-third for earthquake or wind resistance in accordance with Section 1612.3.3 of the code. No further increase is allowed.
611e anchors are illustrated as follows:
1 11
V� - 2.000 psi
V, - 4,000 psi
V, - 6,000 psi
Tension
Tension
Tension
ANCHOR
INSTALLATION
EMBEDMENT
With
Without
With
Without
With
Without
DIAMETER
(Inches)
TORQUE
(Ibf - ft)
DEPTH
(inches)
Special
InsptIon3
Special
Inspection
Shear
Special
Inspection
Special
Inspection
Shear
Special
Inspection
Special
Inspection
Shear
1/4
8
11/8
295
150
350
445
225
350
475
240
350
11 '/16
525
265
420
925
410
420
825
410
420
21/g
565
280*
925
410
825
410
3/S
25
11/2
420
210
590
560
280
655
710
355
790
3
870
435
1,000
1,485
740
1,035
1,530
765
1,125
4
1,200
600
1,485
740
1,530
765
1/2
55
211/4
580
1, 190
1,275
640
1,190
1,760
880
1,760
4 /8
.1,165
1,165
.580
1,810
2,410
1,205
1,810
2,705
1,355
2,040
1,335
665
2,410
1,205
2,705
.1,355
1/8
90
-23 /4
1,645
UO
1780
1,795
900
1,780�
2,430
1,215
2,405
51/8
1,645
820
2:400
3,730
1,965
.2,975
4,095
2,045
3,130
7 1/2,
1,765
880
3,755
1,880
4,095
2,045
3/4
175
31/4
1,780
890
2,530
2,710
1,355
3,430
3,325
1,66S
3,995
65/8
2,745
1,375
5,080
4,425
2,210
5,935
5,065
2,530
5,935 -
10
21,745
1,375
4,470
2,235
5,895
2,950
7/8
250
33/4
2,380
1,190
3;290
3,685
1,840
4,145
4,355
2,180
4,790 7_�
61/4
3,665
1,835
5,220
5,235
7,200
6,090
3,045
7,200
8
3,665
.1,835
5,580
2,790
6,090
3,045
1
300
41/2
3,495
1,745
4,020
5,045
2,520
5,705
5,295
2,650
73/8
3,650
1,825
7,170
5,995
3,000
9,485
8,315
4,160
.6,120
9,520
91/2
4,675
2,340
6,635
3,315
8,315
4,160
500
51/2
4,535
2,270
5,820
6,595
3,300
7,365
8,410
4 205
g:"
8
6,835
3,413
8,770
10,825
5,4 1 0
1 1,065
11,385
5 695
:
12640
10
9,035
4,515
11,385
15
5,67
14,075
7,13
For SLA inch = 25.4 mm, I psi = 6.89 kPa, I lbf - ft = 1.355 818 N - m, I Ibf= 4.45 N.
IThe tabulated shear and tensile values are foranchors installed in stone -aggregate concrete having the designated ultimate compressive strength at the time ofinstallation.
2The holes are drilled with bits complying with ANSI B212.15-1994. The bit diameter equals the anchor diameter.
3These, tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.5.
4The'm*nimum concrete thickness is 11/2 times the embedment depth, or the embedment depth plus three times the anchor diameter, whichever is greater.
5AIlowable 'static loads may be increased one-third for earthquake or wind resistance in accordance with Section 1612.3.3 of the code. No further increase is allowed.
611e anchors are illustrated as follows:
1 11
Page 5 of 13 ER -5468
TABLE 3—GRAVITY AND WIND LOADS--(Continuod)
Mighti-Rib PBR panel wavity. and wind uplift load table (loads are in Dsf)
panel
thk. and
yield
strength
panelspan
4' 5' 6'
no.of --- I
—wind
10,
spans gravi;T gravity wind gravity wind gravity wind gravity wind gravity
wind' gravity win d]
spans graviiTwind gravity wind gravity wind gravity wind gravity wind gravity wind gravity
1
45
56
23
29
13
17
—
—
—
—
—
16
269a.,
80 ksi
2
83
68.
53
44
32
30
20
22
14
17
—
12
33
3
26
85
44
54
25
32
16
20
—
13
—
—
24
1
50
75
32
39
19
22
12
14
—
—
—
—
ga.,
40 ksi
2
70
67
45
43
31
30
23
22
18
- 17
14
13
102
3
88
83
56
53
36
37
23
27
is
18
—
13
22
1
77
100
49.-
51
28
30
18
19
12
13
—
—
ga.,
40 Its!
2
_3
91
102
58
65
40 -
45
30
33
23
25
18
20- 15 15
17
F
114
127
1 73
81
51
56
34
35
23 .-2-41-1-6
93
53
1-7 1-2 12
For Sl: I ft. = 304.8 mm; I ksi = 6.89 MPa; I pSf = 47.9 Pa.
1. Lower of allowable stress or U180 deflection is tabulated.
2. Wind uplift loads have been Increased by 1h.
-Beam panel gravity and wind uplift load table (loads are in Dsf)
panel
thk. and
yield
strength
panelspan
4- 5' 6- — I I I
no.of --- — 10,
spans graviiTwind gravity wind gravity wind gravity wind gravity wind gravity wind gravity
wind
26
1
130
126
67
64
38
37*
24
23
16
16
11
11
8
a
ga.,
80 ksi
2
—
130 —
—i
197
83
126
58
88
43
57
33
38
26
27
20
19
r.3
63
238
104-
122
72
71
46
44
31
.30
22
21
16
15
24
1
165
201,
101
103
59
59
37
37
25
25
17
18
13
13
ga.,
40 ksi
2
159
219
102
140
71
97
52
71
40
55
31
42
25
31
3
199
274
127
175
88
113
65
71
47
47
33
33
24
24
22
1
213
266
134
136
77
79
49
50
33
33
23
23
17
17
ga.,
40 ksi -
2
213
284
137
182
95
126
70
93
53
71
42
56
34
41
3
267
35-5—
171
227
119
149
87
94
62
63
43
44
32
.32
20
1
258
322
165
165
96
96
60
60
40
40
28
28
21
21
ga.
40 ksi
2
258
343
165
220
115
153
112
65
86
51
68
41
50
3
323
429
206
275
143
181
105
114
76
76
64
54
39.
39
18
1
338
420
215
215
124
124
78
78
52
52
52
37
27
27
ga.,
40 ksi
2
338
44
216
287
150
200
110
147
84
112
84
89
54
65
1
3
422
561
187
235
138
148
__9_9_j
9-9
51
For SI: 11 ft. = 304.8 mm; i ks! = 6.89 MPa; 1 psf = 47.9 Pa.
1. Lower ofallowable stress or U1 80 deflection is tabulated.
2. Wind loads have been increased by 1h.
Page 6 of 13
TABLE 4 -DIAPHRAGM DESIGN VALUES
HEFTI-RIBP PANEL ALLOWABLE DIAPHRAGM SHEAR STRENGTH AND STIFFNESS (G') VALUES
1 SCREW PER PANEL VALLEY FOR ALL SUPPORTS
ER -5468
span (ft.)
26 ga. (80 ksi)
24 ga. (,�O ksi)
22 ga. (40 ksi)
20 ga. (40 ksi)
18 ga. (40 ksi)
no. of strength stiffness strength stiffness strength stiffness strength stiffness strength stiffness
!ELns (kips/ft.) (kips/in.) (kipstft.) (kipstin.) (kips/ft.) (kipsfin.) s 'ft (kips/in.) (kips/ft.) (kipsAn.)
1
0.2401
40.017
0.2208
68.065
0.2832
83.821
0.3432
rk
106.6.96
0.4560
145.843
2
0.1980
53.289
0.1656
71.535
0.2124
96.038
0.2574
115.800
0.3420
149.057
3
0.1760
61.436
0.1472
78.844
0.1888
101.981
0.2288
119.878
0.3040
150.360
4
4
0.1650
66.466
0.1380
83.010
0.1770
105.134
0.2145
121.892
0.2850
1 150.838
5
0.1584
69.743
0.1325
85.582
0.1699
106.986
0.2059
123.005
0.2736
151.004
6
0.1540
71.860
0.1288
87.173
0.1652
108.075
0.2002
123.603
0.2660
150.987
7
0.1590
73.340
0.1262
88.251
0.1618
108.785
0.1961
123.966
0.2606
150.919
1
0.2049
43.865
0.1766
61.747
0.2�66
86.561
0.2746
107.599
0.3648
143.129
2
0.1584
55.691
0.1325
72.846
0.1699
95.753
0.2059
113.564
0.2736
143.732
3
0.1408
62.445
0.1178
78.519
0.1510
100.051
0.1830
116.193
0.2432
144.044
5
4
0.1320
66.431
0.1104
81.638
0.1416
102.267
0.1716
117.450
0.2280
144.063
5
0.1267
68.953
0.1060
83.519
0.1359
103.542
0.1647
118.122
0.2189
143.983
6
-7
0.1232
70.548
0.1030
64.661
0.1322
104.274
0.1602
118.460
0.2128
143.838
0.1207
71.648
0.1009
85.424
0.1295
104.744
0.1569
118.653
0.2085
143.693
1
0.1760
46.689
0.1472
64.158
0.1888
87.997
0.2288
107.500
0.3040
140.314
2
0.1320
57.196
0.1104
73.412
0.1416
95.102
0.1716
111.504
0.2280
139.538
3
0.1173
62.896
0.0981
.77.964
0.1259
98.359
0.1525
1 113.285
0.2027
139.355
6
4
0.1100
66.157
0.0920
80.407
0.1180
100.008
0.11430
1114.116
0.1900
139.156
5
0.1056
68.180
0.0883
81.859
0.1133
100.944
0.1373
114.545
0.1824
138.966
0.1027
1 69.443
0.0859
82.727
0.1101
101.471
0.1335
114.745
0.1773
138.76T
��6
7
0.1006
70.304
0.0841
83.302
0.1079
101.803
0.1307
114.848
0.1737
138.596
1
0.1509
48.814
0.1262
65.790
0.1618
88.740
0.1961
106.991
0.2606
137.731
2
0.1131
58.184
0.0946
73.619
0.1214
94.369
0.1471
109.717
.01954
136.201
3
0.1006
63.079
0.0841
77.373
0.1079
96.936
0.1307
110.969
0.1737
135.757
7
4
0.0943
65.817
0.0789
79.354
0.1011
98.211
0.1226
111.539
0.1629
135.450
0.0905
67.493
0.0757
80.520
0.09FO
98.930
0.1177
111.824
0.1563
1 135.210
6
r5
-7
0.0880
68.528
0.0736
81.209
0.0944
99.328
0.1144
111.942
0.1520
13 4. i9-3
0.0862
69.229
0.0721
81.663
0.0926
99.575
0.1121
11 i.995
V489
134.8112
1
0.1320
50.452
0.1104
66.928
0.1416
89.100
0.1716
106.327
0.2280
135.447
2
0.0990
58.859
0.0828
73.645
0.1062
93.656
0.1287
108.191
0.1710
133.502
8
3
0.0880
63. 1126
0.0736
76.811
0.0944
95.729
0.1144
109.094
0.1520
132.978-
4
0.0825
65.474
0.6ig-0
78.463
0.0885
96.757
0.1073
109.496
0.1425
132.557
5
0.0792
66.896
0.0662
79.427
0.0850
97.329
0.1030
109.689
0.1368
132.295
6
0.0770
67.768
0.0644
79.992
0.0826
97.641
0.1001
109.757
0.1330
132.07Y
1
0.1173
51.742 1
0.0981
67.741
0.1259
89.240
0.1525
105.624
0.2027
133.452
2
0.0880
59.333
0.0736
73.579
0.0944
92.997
0.1144
106.888
0.1520
1 131.281
9
3
0.0782
63.103
0.0654
76.299
0.0839
94.714
0.1017
107.550
0.1351-
130.623
4
0.0733
65.151
0.0613
77.706
0.0787
95.561
1
0.0953
1F7.839
0.1267
1 130.238
5
0.0704
66.382
0.0589
78.522
0.0755
96.029
0.0915
107.970
0.1216
129.968
1
0.1056
52.775
0.0883
68.335
0.1133
89.253
0.1373
104.932
0.1824
131.709'
2
0.0792
59.675
0.0662
73.466
0.0850
92.399
0.1030
105.768
0.1368
129.427
10.
3
0.0704
63.044
1
0.0589
75.839
0.0755
93.850
0.0915
106.260
0.1216
128-,73-2A
4
0.0660
64.855
0.552
77.059
94.561
0.0858
106.�O.
1140
128.3381
5
1 0.0634
65.937
0.0530
1-6.0708
0.0680
94.952
0.0824
106.558 1
0.1094
128.069
or 1: , in. :=n..+ mm; , h. = 304.8 mm; I lb.tft. = 14.59 N/m; I kip/in. = 175 kN/m; I ksi = 6.89 MPa
NOTES:
1. Stitch screws are #10 x V, 18" o.c.
2. All sheet -to -support screws are #12 x 1
3. Above values were determined In accordance with Steel Deck Institute Diaphragm Design Manual with a 2.5 safety factor.
4. For wind loads only, the above design strength values can be multiplied by 1.064 for a 2.35 safety factor.
5. No edge attachments were figured at the extreme edges of the diaphragm.
SITE PLAN REVIEW APPLICATION
Date:
Permit Number (if applicable)
APPLICANT INFORMATION
Owners Name:
Owners Address
Telephone No.
Situs Address: I
Proposed Use:
Residential
F1 New Single Family Residential
Ej Single Family Addition
F1 Mobile Home
F] Residential Accessory
F] Permanent Second Dwelling
n Temporary Mobile Home (Aunt Minnie)
F] Temporary Travel Trailer
n Multi-farnily
Non-residential
New Commercial
R Commercial Addition
New Industrial
R Industrial Addition
Other
Septic
Agricultural Exempt Building
Other:
Brief Explanation (if necessary):
". 9.11
Bin Number
7c:2
Parcel S ize: qt ? I a Dv- 5
Email:
E] Single Family Remodel
F� Commercial Remodel
,F] Industrial Remodel
F� well
Ej Agricultural Buffer Form E] Applicable F-1 N/A
DO NOT WRITE BELOW THIS LINE
DE VELOPMENT SER VICES INFORMA TION (For Staff Use)
J§ Approved F� Conditionally Approved E] Resolve Problems Prior to Approval
in Site Plan Stamped Approved
By. Date
ALL ITEMS CHECKED APPLY TO THE PROPERTY
Parcel Is In:
F-1 Snow Load Area:
r-1 Land Conservation Act Minimum Acreage:-- El Verify residence can be built per contract
F-1 Nitrate Action Plan (See Environmental Health for standards)
F-1 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)
F] I 00 -Year Flood Plain: (See attached)
Flood Zone- X
Flood Panel' No.: 6)&00_7CA7,Z6C._, Index Date:
Sacramento River Reclamation District (Approval must be obtained from the aliffornia Reclamation Board)
Feather River Reclamation District (Approval must be obtained from the California Reclamation Board)
F-1 North Chico Specific Plan (See Development Fees Section and attached standards and requirements)
F1 Chapman/Mulberry (See attached standards and requirements)
E] Cohasset Area (See attached standards and requirements)
n Grading Zone (See attached handout)
E] Oroville Enterprise Zone
Use Requires:
Use Permit n Minor Use Permit F] Administrative Permit
Minor Variance F] Variance
-------------------------------------------------------------------------------------------------------------
Detached Building Use Form Encroachment Permit
Agricultural Worker Affidavit Agricultural Acknowledgement Statement
zoning: 9- —/ 0
Applicable Building Setbacks:
F] Setbacks drawn on site Plan. F] CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
Zoning Code
Streets & Highways
Fire Prevention
Subdivision Map
Front
Izo
5?0 1
Side
/01
Side Street
Rear
Height
Waterway
N/A
N/A
N/A
F] Setbacks drawn on site Plan. F] CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
Applicable Development Fees:
Standard Fees. Amount Formula
F-1 Fire
F] School*
F] Parks/Recreation
Roads
Sheriff
F1 Drainage
F] NCSP/CSA 87
Chico Urban Area — Road
Thermalito Drainage Area
F] Thermalito Urban Area
n Other
-----------------------------------------
Subdivision Map Special Fees
Fj
Water Tender
F]
Road Improvement
F]
North Oroville Area
E]
Other (per map)
Check with school district to verify actual fee if pre -application review. A final determinatioii will be made at the tirne of
the building pern-ift.
Parcel Created By
r_1 Deeds:
Date of Creation: Legal A�ccess Pr6vided: F1 No El Yes
Deed of Reference: Legal Access Required - :E] No El Yes
Parcel Frontage on Publicly Maintained Road: F] No F1 Yes, Road Name:
Complies with County Standards for Deed Creation:0 No El Yes
Comments:
F] Parcel Deemed to be legal
F] Verify Legal Parcel EJ Verify Legal Access Provide Deed of Creation
Obtain a Certificate of Compliance/Notice of Compliance
Obtain a Merger n Obtain a Lot Line Adjustment
Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23).
Construct road to: n Meet Parcel size required by zone
Meet current Environmental Health Department requirements
0 Subdivision Map/Parcel Mqp:
Map Date of Recording: Tr/ -7 17q
Lot: 4 3
n Use Permit/Minor Use Permit
Permit Number:
Book:' 5-0
Date of Approval:
Page: q /
Parcel Map/Subdivision MapfUse Permit Conditions
F -I Comply with the following Conditions of Approval: 0 Attached [:] None
R Meet the Fire Safe Regulations of Butte County and P.R.C. 4290
El 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.
F1 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.
F1 In lieu of a pressurized water system or water storage tank, payment into the appropriate
Battalion Water Tender Fund may be required.
F� 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."
F -I Engineered foundations are required.
F Class A roofs are required.
F� Property owners responsible for road maintenance, and stop sip maintenance.
FE]
701
Page 4 of 5
0
0
a
Summary of Specific Requirements:
This information provided in this summary is based on the application information and on the best available data at the time
of review.
CALarrys\Building Permit Site Plan Reviewl.doc.
Page 5 of 5
f7% "
I -- CURVe DATA -- I
r;, 0 - 44
SURVEYOR'S CERTIFICATE
—1 r..co a, .. . u.ER MIT ."t ASEDlIPoNAEMRDo ANDA
FIELD S—ET IN MWORNANCE NITH `NX Mf
r", -EST
—ey
CEAT -T le.-M.N. TIE. wrivrZA—w-II& re. 11
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c
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5 ol. oz, 29, E
242 4'
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.91
IN
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d
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IN
IS
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1.56.5ocs
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2
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WATER IVA14.46i IF ON "r
W' exivs�E Rjauc
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ro Be Rgs�-o
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PARCEL —
LOCATION
o
IS
IT
47 . E 2412.78' / / S 00' 47' 47- 245Z.3� a V4 con.
E �z -f SEC. 17 r.191,1,
R.'5 E., M. V.M .
IPA
LOCAT16M MAP
LEGEND
COUNTY SURVEYOR'S CERTIFICATE
"ic, SEE. -S. I.-, a,
F0llWMEF'wiT" T,c
a , OF T.1 -1 .1.
4/. Z.,A
c .
RDEE?'S CERTIFIC%
IN
22Y E R-ST � C� AIISOCNITO
*_4t T
No.
lZur iTc.
F..nd O.W.R. M...—t
Fomnd Pomt 4. Ttd
5.t W Iro' Pip. Taggd
R.c.e. 5.70
Cputed POLAt (ma Set)
BA -516 OF BEARMr.
The North Me *1 th. F-4. V. 0 S.. 17.
1 d — ON'41'
..k.b I.K. R.— N 15E.
G.d. Ditt. - V.d 1.000it
"!E—AS DICIATES
CID W I
ENGINEERING C NBUL.TANTS
2060 PA R K AVENUE
OROVILLE.CAUFORNIA BISBEE
PARCEL MAP
FOR
OLEN HAYES
A PORTION OF THE S.W 1/4 OF THE
N.E. 1/4 8 THE N.W. 1/4 OF THE S.E.
1/4 OF SECTION 17, T. 19 N., R. 5 E., M.D.M.
BUTTE COUNTY CALIFORNIA
0
5 ol. oz, 29, E
242 4'
S 00' 30' 27' E
2427
IN
1457.30-
IS.S.37
d
S 00
Soo- 39'07' E
1.56.5ocs
6uso,
.3.4.87'
2
V4 COR.
49�
�� 131L.11,
1114.17'
PARCEL —
LOCATION
o
IS
IT
47 . E 2412.78' / / S 00' 47' 47- 245Z.3� a V4 con.
E �z -f SEC. 17 r.191,1,
R.'5 E., M. V.M .
IPA
LOCAT16M MAP
LEGEND
COUNTY SURVEYOR'S CERTIFICATE
"ic, SEE. -S. I.-, a,
F0llWMEF'wiT" T,c
a , OF T.1 -1 .1.
4/. Z.,A
c .
RDEE?'S CERTIFIC%
IN
22Y E R-ST � C� AIISOCNITO
*_4t T
No.
lZur iTc.
F..nd O.W.R. M...—t
Fomnd Pomt 4. Ttd
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R.c.e. 5.70
Cputed POLAt (ma Set)
BA -516 OF BEARMr.
The North Me *1 th. F-4. V. 0 S.. 17.
1 d — ON'41'
..k.b I.K. R.— N 15E.
G.d. Ditt. - V.d 1.000it
"!E—AS DICIATES
CID W I
ENGINEERING C NBUL.TANTS
2060 PA R K AVENUE
OROVILLE.CAUFORNIA BISBEE
PARCEL MAP
FOR
OLEN HAYES
A PORTION OF THE S.W 1/4 OF THE
N.E. 1/4 8 THE N.W. 1/4 OF THE S.E.
1/4 OF SECTION 17, T. 19 N., R. 5 E., M.D.M.
BUTTE COUNTY CALIFORNIA
A4
45;
PRO
sor xfolf
o\\ .. A Sib
.70
'L- ij LISTI fill's a E -P- L —C -5 YS E to fX(LTlNE—FFb.wF-f A E
y
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. . ... .. ....
PLANNING
DRASION - BUILDINq PLAN APPROVAL
�
Use: Date: 4 (,o
Jr
Parldng:- Landscaping:
Other.
Sig
Signature:
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