HomeMy WebLinkAbout068-330-018068-330-018
WAYS, Walter & Joan
3615 Hildale Ave., Oroville
Cont; Keith Orman Roofing
Reroof/SF
068-330-018 01-2378
WAYAS, JOAN
3615 HILDALE AVE, OROVILLE
CONT: BO T CONST
�GARAGE ANAL
e068-330-018 05-2233
CAUBLE, RICHARD
3615 HILLSDALE, OROVILLE
CONT: RICK SMITH CONST
GARAGE (DET)
10'.
Oco 6.330 -0(00
FolkerOrwAs U-6wWolyn &cctnned
2GIS 41115daltOr6ville
Pt -goof 6F 60 so)
GRUNER,_Donald 2891B
2889t
n/s Hilldale opposite Glen
(addition) /0 -A
VZ --l'
Z.I.Cw
'1 ` Nn nA(E Ii(Sll•1� - UNr'Fr3C.t✓ � �A-rnl
6 RESIDENTIAL
PERMIT NO
063-330-013 05-2233
CAUBL.E, RICHARD
3615 HILL.SDALE, OROVIL.LE
CONT: RICK SMITII CONST
GARAGE (DET)
f
SPECIAL CONDITIONS
SRA
FLOOD CERTIFICATE REO.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
JOB FINALED (Date)
Signature
CHECKED
BY
o l., i
fl f2, o l oc- ChAi�
ox
,olox
goIADD�� MOBILE HOMES
.
e Not Rady
nSILE HOME UTILITIES (Pians) OK except V's
MH
3. Sewer, Location -Test -Fall -C/O -Concrete
4. Water. Location -Test -Easement Needed (Sketch)
j, 5. FJectricity; Location-Clearances-Gmd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap;-/ P Lit.
I r Nat or/ P L'ftJ r LPG
7. Well Clearance & Disconnect
8. Utility Clearance
Date Card B-1 Date Card B-1
Date Card 88-1 Date Card B-1
Rate MOBILE HOME INSTALLATION (Plans) OK except N's
1. Zoning Requirements -Setbacks -Easements
2. Footings; Size -Spacing -Marriage Une
3. Gas; MH Test-Defnand-Valve-Connector
4. Electricity, MHTest-Crossovers-Breakers-Clearances
5, Drain; MH Test -Fall -Flex Connector
6. Water MH Test-Regulator-Connectot
7. Water and Sewer Connected -C/O to Grade -HD Approval
8. Gas and Electricity Tagged
9. Tie Downs -Type -Installation Cert.
10. Exits; Insp.-Sketch
11 Cert of Occupancy
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date PERMANENT ENI) SYSTEM (ONLY)
1. Zoning Requirements -Setbacks -Easements
2 Footings; Size -Spacing -Marriage Line
3. Blocking
4. Gas; MH Test -Demand -Valve
5. Electricity MH Test
6. Water MH Test
7. Water and Sewer Connected
S. Gas and Electricity Tagged
9. Exits
10. License Decals
11. Verify k's with Office
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
IF..
Date S_ Card B-1 ate Card B-1
Date Card B-1 Dale Card B-1
Date POOLS (Plans) OK except U's
1. Setbacks -Easements
2 Soils Compaction -Structure Stab7rty
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distance -GH
5. Elec.; Pool Lighting;l5 Volts-GFI
6. Elm; Enclosures; Conduit Entries -Terminals -Listed
7. Elea; Bonding; Metal w/5' -Circulating Equip: Heater
8. Elea; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes-Enclosures-Panelboards-Ins. to Main Conduit
9 Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
11. Light Niche
12. Enclosure; Fencing -Alarms
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Ml§ t�+6�
Date DEC
VERS, CARPOR , GARAGES (Plans) OK except B's
on' urrements-SeWac - n
P.
otings; Sops -Size depth -Spacing Connectors -Steel
Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
4..
Wood Awn.; Posts-Seams-Rftrs-Connectors
Shthg-Frg-Bracing
5.
Alum. Awn.; Columns-Connections:tplice-Decal,Fnclosures
6.;
orts; Windows -Doors
O
ectric
� . _ B, Frtng,�Sips- rs-Stud,�Af�s=Trusses
p
iding; N�Il' 'I -Veneer -Stucco -Mesh
' 10.
Roof; Shthg-Roofing
11.
Ext; Steps -Doors -Landings
12_ Braced Wap Panels
Date S_ Card B-1 ate Card B-1
Date Card B-1 Dale Card B-1
Date POOLS (Plans) OK except U's
1. Setbacks -Easements
2 Soils Compaction -Structure Stab7rty
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distance -GH
5. Elec.; Pool Lighting;l5 Volts-GFI
6. Elm; Enclosures; Conduit Entries -Terminals -Listed
7. Elea; Bonding; Metal w/5' -Circulating Equip: Heater
8. Elea; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes-Enclosures-Panelboards-Ins. to Main Conduit
9 Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
11. Light Niche
12. Enclosure; Fencing -Alarms
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
wits RMUESTED Ov
11011A1t MIM Chi PT O
RECORDING REQUCSTED BY
North ArMdcan Title Company
AND WHEN RECORDED MAIL DI
AND TAX 6TATQMENT TO:
Travis Friberg and Gwendolyn Frlbe+
195 Loma Vista Drive
Oroville, CA 95966
•31t%0lteL%tAtAq
A.P.N.: 066-330-018
milli 111 llillilf lllIUIIIlINI
6006-0031061
A1rwd°1 I "' U 14.0!
oi►iCoualR o°1itda 1141 B4 z
u�a� i�°erevees
County Cl°r!r-Rarerdal
1
Aer@WI arimirm I Pap° I of 3
1 sow Abm*TAte We for aeead.4168 0nI r
File No.: 54903-824341-08 (pv)
GRANT DEED
716 wWw9gned G10 W(6i oedate(6); 0=11 OffARY TR1WSW TAX $263.55; aff TR"FM TAX $0.00;
( ■ ) compu0ed en pie enlslJeraltp+ fvo vaWe o►o�ooetr mnrelred,
OR
mn' an the conside,edon No "W! IDA me of ft* 0mver enwbrenm mmdna►° a ume of sale.
uninwoorml pee; (j MY I OrmIlte, NO
FOR A VALUABLE CONSIDEIkAn0h, receipt of which Is hereby admowledged, Wella Fargo Bank N.A as
Trustee under Poo(Ing and Son icing Agreement dated as of October 1, 2006, Securitized Asset Beck
Receivables LLC Trust 2006:.Wl 12 Motigage Paas -Through Certificates, Series 2006•WM2
hereby GRANTS to Travls Frlberq and Glrerrdafyn FMberg,kusbphd oirt*A wik 4b;0, 00 4tft"tb
the following desMbed property In a sty of Orovllle, County of Butte, State of California:
See Exhibit OA* attaithed hereto and made a part hereof for legal deet.
Wells Fargo Bank, KA as Trustee*der Pooling and Servicing Agreement dated as of October 1, 2006,
Securitlzed Asset Back Receivables LC Trust 2006•WM2 Mortgage Pass -Through Certificates,
Series 2006-WM2
6ardays Capital QBt'Esgt@ IiA8810611t
a Oesawere corpaMticn
dba HomE4 Servidng AttoIn Fact
Michele M. Curtis SOCIOUTY
Mal Tbt Statemerns To: SAME AS AGOVI
T Od £ T 9 ' ON 017TZ8£S <- 3-111n060 31l l l A31-TUn Q I W £O : S T 800Zi60i0 T
i
A.P.N.- 068-330-019
Grant Deed - continued Re No.:54903-820341.09
(OV)
Date: 07/17/2,008
STATE OF _.M I
AS
COUNTY OF $80ftIfl90
)
N. Clapp
On
before me, -
Notary Pubn& appear
Mlehele M. Curl18
who proved to me on the
basis of satisfactory evidence to be
persons) whose name(s) is/am suWbed to the within instrument and
acknowledged to me that he/she/ft
IV executed the same In his/her/their authorized capadty(les) and that by
his/her/their signature(s) on the ins
jument the perm(s) or the entity upon behalf of which the permn(s) acted,
executed the Instrument.
I Certify under PENALTY OF PEfUU
under the laws of the State of Callrornia that me foregoing paragraph 1s
true and correct
M. C(.APP
COMM. p 17A676B
WITNESS my hand and aMcial seal
M
a6
NGIAST IYIIIO-ml OMNIA
/ `f SAPp0ECENT2GO-0
Signature n n
My Commisslon Enplres:
ZOO £I9'ON
MIS erg Fa oMrdkl Wtorfa/ Sea/
i
PAn 2 of 2
OPIZ8£9 F 3-1-IM080 3-11I1 A31-Wn QIW £O:ST 800Zi60i0T
Y
R
1
• � . • ElLliidl�f �tlA" '
PAW ptopotty In ft
uNtulDrpo dw "of the Oountr ot'.6ulm, %ft of Cwmr te, ft cow a
Four:
LAT 3, AS SHOWN
THAT L' WAIN MIAP BffMEo,'WALTZ.TRACr,, wmcm mAa was
RI500RDE0 IN THF
Fiji($ OF'TNE RECORDER OF TOE MUM OF BM STATE OF
=FORNLI, ON N
MMM 13,193'i, IN BOOK 20 OF MM AT PAGRS)18 AND 19.
E XCI:pf s TM
OIL THE FDUDWI 1G DI:SMW FARM OF LAND.
BEGINNING AT A
INT IN TME NORTH LINE OF SOLD LITr 3, FROM W1410190L%T THE
NOR'I NEW
OF SO LOT M40 NORTH 64 DeLE 56' EAST, 21.29 FaT DbTw,.
THENM 64 DEG.
' FAV 21.79 F$T TD TFC NOgnfAST CMM OF•SAID-LOT 3. TMCp
SOWN 24 DM 24 E45T, 170.22 FEr TO TME SMMW St CORNER OF SMO LOT, TMENLE
51DuTf168 CEG. CW
WIM 21.31 FIST ALONGSIME 50UTHERLY LINE OF SAID NOT 3, THENCE
NOKTH 24 DFG. 24
WL,T,169.0S FEET TO 71¢ POINT OF DINING,
APN; NS-3*019
206 ET9'ON
OPT28£S E 311I ONO 311I1 A31-ldn QIW 20:ST 8002i60i0T
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #: (530) 538-7541
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
the Business and Professions Code, and my license is in full force and
effect.
License Class: License umber:
Date9�-2 �� 6ortfractor: /GJfC"�Jl �Te!�Z
OWNER-BUILDEWDECLARATION
I 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
permit to construct, alter, improve, demolish, or repair any structure, prior
to its issuance, also requires the applicant for such permit to file a
signed statement that he or she is licensed pursuant to the provisions of
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
she is exempt therefrom and the basis for the alleged exemption. Any
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).):
❑ I, as owner of the property, or my employees with wages as their
sole compensation, will do the work, and the structure is not
intended or offered for sale (Sec. 7044, Business and Professions
Code: The Contractors' State License Law does not apply to an
owner of property who builds or improves thereon, and who does
such work himself or herself or through his or her own employees,
provided that such improvements are not intended or offered for
sale. If however, the building or improvements are sold within one
year of completion, the owner -builder will have the burden of
proving that he or she did not build or improve for the purpose of
sale.).
O I, 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
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.).
❑ I am Exempt under Article 3 of the Business and Professions Code
Date: Owner:
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
O 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
sued.
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:
Policy
2; ]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:<� ^—
WARNING: F e to ure//6orke compensation coverage is
unlawful, and II subje an employ to criminal penalties and one
hundred th sand doll rs ($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.
PERMIT NO.
BPO52233
Issued Date: 09/23/2005 APN: 068-330-018-000
Site Address: 3615 HILDALE AVE ORO
-Man Index:
Description: DET GARAGE (960)
Owner: CAUBLE CAROL R
3615 HILDALE AVE
OROVILLE, CA
95966-6333
(530) 533-0815
Applicant: HYSMITH CONSTRUCTION
RICK HYSMITH
5190 PENNINGTON RD
LIVE OAK, CA 95953
530-695-8784
Contractor: HYSMITH CONSTRUCTION
RICK HYSMITH
5190 PENNINGTON RD
LIVE OAK, CA 95953
530-695-8784
License #: 791117
Architect:
Engineer:
AM Square Ft: 960 S.F.
Valuation: $23,040.00
Census Code:
CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or
I hereby affirm that there is a construction lending agency for the Resoluti . odo ork indicated above for which fees have been paid.
performance of the work for which this permit is issued (Sec 3097 Civ.) ^! -ao • Q�
Name: By: Date:
Address: PERMIT EXPIRE ON: �� - o
natal
O 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.
O Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project.
O 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 statatatives
ng to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby
authorize repres utte County to ent en' a property for inspection purposes.
Print Name: Signature:
Date:
O Owner ❑ Contractor ❑ Agent for Owner _4<gent for Contractor
C_ Ruildino Permit 01-16.04 no 1
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
AND SUBMITTAL REQUIREME^NTS
24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 � CHICO: (530) 891-2834 "
OFFICE #: (530) 538-7541
A FEE WILL BE REQUIRED AT TIME OF APPLICATION
Website: www.buttecounty.neVdds
"PLEASE PRINT CLEARLY*
OWNER
Last Name
First Na
Address
City State
Zip
Phone 3 -? D ax
E-mail `J
Name
Address
City
L
Phonelc
E-mail
Name
Address k
City
Phone
E-mail
CTOR
Fax
Lic. # Class
ARCHITECTIENWALEER
St Zip
Fax
i
PERMIT
NO.
I
LOCATION
AN Ze-2 11
Propertydr Ac�,tiJt, ^ (� ,
NOV
Cross Street
WORKER'S COMPENSATION
Policy Number
Carrier 1
If hiring anyone other than license contractors, a certificate of worker's
compensation must be shown at the time of permit issuance.
Type Const.
LENDING AGENCY .
Name .
Address
.an ,�•�escri do orP
��aa 1
� o
D�cbre Built without Permits
,osed Change of Occupancy,,
ote previous use):
D of W rk:
,—a aa't}.A lv1q yr nrrI'm-ill LV1Y ,
Applications for which a permit has not been issued will expire one
ti year after the date of application. In order to renew action on an
application after expiration, a new application,'plans and fee' will be
reouired.
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 deptment costs are not
PPLICANT SIGNATURE Al I refundable_ /i :d(.
X
For officI6 use only:
Zoning
Flood Zone
XSRA
Yes
No
Occ.
Type Const.
Subdivision Name
Map Book
Page
Lot #
Planner
Date Approved:
UVLK FOR SUBMITTAL REQUIREMENTS L,
K:\FORMS\BUILDING FORMS1BldgApplSubRgmts.doc Page 1 of 2
t ✓ .I G Q
Received by: � �G Amount: ? ( I s f 00 Bldg
SRA
Receipt #: ZS 23. Sheriff
SMIP
Dater -t9 -0s
�J Other
�- l o-l—Total
REV 2-24-05
05 -2233
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: octublt ASSESSOR PARCEL NUMBER O �'D - 3 JU 0 IS
Proposed Building Use: VeA . ` lof(IQJ�_- Permit Technician: r. t7. Date:
Itgms required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply.
'-,6 A 1. Site plans, 3 or 4 sets, signed by the preparer of the plans.
=j k 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.
❑/� 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
\I� IN 4. Engineered truss details and layouts in duplicate. No faxesl
❑ 5. Letter from Engineer or Architect for truss design review.
❑ 6. Energy compliance design and supporting documentation in duplicate.
❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings.
❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in
duplicate.
❑ 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 engineer.
❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate.
❑ 11. Letter of intent for non-residential buildings
12. Hazardous Material Form
N2
/13. Acknowledgement of building permit application without required clearances.
❑ 14. Other
Rgrnai0Mingms needed to issue the permit. (May require additional plan review upon receipt of the following items.)
� anitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable
❑ 16. Fire Sprinklers............................................................................................ R4Cd 9/9/65 K.G
O 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by-..-'
❑ 18. Soils Report and/or Engineered Foundation required ...........................................
❑/ 19 Erosion Control Plan Required........................................................................
ees as shown on the attached Schedule of Fees Due Sheet ..............................
❑ City of Chico Plumbing permit........................................................................
22. Site plan and business license approval from the Cily of Biggs ..............................
/ 23. California Department of Forestry plan approval paid. Sent by: KR R./91OSD
Planning approval for (A) Use: &(B)Parking: (C) Parcel Check: V....... o
❑ Contact Land Development about _ Improvements, _ Drainage ........................
�] 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 Carrier and Policy Number.....' ................................:....
❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..............:......
❑ 31. Letter of Signature authorization..................................................................
❑ 32. Recorded copy of Agricultural Acknowledgment Statement .............'.:.................
❑ 33. Existing violations and/or expired permits........................................................
❑ 34. Deed Restriction ................................... .......................
.................................
❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO .........................
❑ 36. Other:
❑ 37. Other:
When issued Telephone (1 `7 lS/ Z1i l� and hold for pickup.
I have been infQrmedaf theabove4rems and requirements for obtaining a building permit.
Applicant:1/1-? &� Date:
1. Index permit application for the above items numbered: Plan Check Letter t
2. Ad ' ' nal items re4uired
ontractor esigner, owner, was advised of the above data by phone;- mail, ❑counter, by Date: '2-
n ractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date:
Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date:
Plans reviewed by: Date: ✓ Plans approved by: Date:
Structural reviewed by: Date: Structural approved by: Date:
Note transfer by: Date:
Yellow: Building Division
i?
h
E.H. USE ONLY
Plot Plan Attechod
Floor Plan Attachad
Sam to B.O.
TO: Building Department
FROM: Environmental Health 05� X33
SUBJECT: Sanitation Clearance
Owner / Location / AP#
Plan Approved for: Sewage Disposal 4,""'
, Water Supply: Public 4/ Private Well
Clearance for dwelling. Other
�o x Z, C, G
Hold final for:
Final clearance O.K. for:
NOTE:
'96i=z /�d& / �l LLCpS�
Environmental Health Specialist Date
8/96
DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION
7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140
SCHEDULE OF RECEIPT OF FEES
Website: www.buttecounty.net/dds
OWNER aabi t A.P. # 0 W O "33D~ V IS
PROPROSED BUILDING USE Ot+ . Cl at -CQ C- DATE'j — I q ` V
RECEIPT # DTE REC.
1.BUILDING PERMIT FEES
-- --- - Balance Due ..................... $ 2A - 11 J I
--- FEMA Flood elevation review ... $
--- Additional plan checking Fee.... $
SCHOOL DISTRICT FEES
(paid at School District Office) (form available after Plan Check)
3. SHERIFF FEES (paid at Building Division)
Commercial (sq. ftg.)..... X $0.03 = $
Sq.Ftg.
4. RECREATION DISTRICT FEES
(paid at Recreation District Office) (form available after Plan Check)
5. RESIDENTIAL DEVELOPMENT IMPACT FEES
COUNTY WIDE (per dwelling) $
CHICO URBAN AREA (per dwelling) $
EL MEDIO FIRE DISTRICT (per dwelling) $
NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning
6. SRA FIRE INSPECTION AND PLAN CHECK FEE
$204.98 (paid at Building Division)
7. WATER TENDER FEES BATTALION #
^\ $200.00 (paid at Building Division)
�—" 8. SMIP s 2 a 3
ID
9. DRAINAGE FEE T" ,
10. OTHER
11. OTHER
At 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 d' the Ian checking-prroc
APPLICANT DATE '/m/V
Pursuant to Government OoWSection 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You
have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a
protest are specified in Government Code Section 66020(a).
Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05)
Butte County Department of Development Servrces °%JsrF°
7 County Center Drive °
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-7785 Facsimile c�UNty
BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES
I request and authorize 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 acknowledge:
I need to submit applications for septic andlor well to Butte County Environmental Health
immediately.
I 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 of plans.
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 require
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 permit to be issued. Failure to obtain these permits/clearances
will void the application.
Typically other required permits/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: 1 h ee ,
APN
: LD r 30
Applicant Name: �
Building site address:s LP 1 5Permit 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:
JWP g19 Pt)
SIGi4TU OF APPLICANT DATE
Depart merit
C it n t
j. Michael Crump, Director
of Public 'marks
LAND DEVELOPMENT DIVISION
Storm Water Mana;enent Program
7 County Center Drive
Oroville, CA 95965
(530) 538-7266
(FAX) 538-7171
National Pollutant Discharge Elimination System (NPDES) Phase 11
Construction Storm Water Permit and Storm Water Pollution Prevention
Plan (sWPPP) Acknowledgement LLESS THAN 1 ACRE
Project Description:��%
Project Location and/or Parcel Number:
�w
L
By signing below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB
1 acre or more of land and that I, therefore, do not need to apply for a Construction StormWater 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:
Date:
K L' Idyll l
DEPARTMENT OF DEVELOPMENTiSERVICES NO.
BUILDING PERMIT APPLICA-1 ION
AND SUBMITTAL REQUIREMENTS AUG.'3 1.
24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 •. CHICO: (530) 891-2834 BP 52�
OFFICE #: (530) 538-7541
A FEE WILL BE REO UIRED AT TIME OF APPLICATION BIN #
Website: www.buttecounty.net/dds
"PLEASE PRINT CLEARLY**
OWNER
-ast Name
First Na
kddress — 1G
'ity State
Zip
?hone � � D � ax
-mail
CTOR
Name
Address '
City �- Stat ZipQ
Phone - Fax
E-mail Lic. #`, Class
APPI IC_ANT NA MF
Name'
ARCHITECT/ENG EER
Name
Addres
Address
14
City
Sta
St
Zip
Phone
Fax
Fax
E-mail
Lot #
State License Nu er S
APPI IC_ANT NA MF
Name'
r �
/
+
9,1&
J�
Addres
101c:_iv)
14
City - l
Sta
Zip
Phoney LI ( _V , '
�
Subdivision Name
Fax
E-mail
Page
APPLICANT SIGNATURE
s
For office use only:
Zoning
I -
Flood Zone
I X
SRA
Yes
No
Occ.
Type Const.
Subdivision Name
Address
Map Book
Page
Lot #
Planner
Date Approved:
7
LOCATION
AP# Z--2 a
PropertyAddr ��
.. �� �
it ( j
��i^t l'Uu
Cross Street
WORKER'S COMPENSATION
Policy Number
Carrier
If hiring anyone other than license contractors, a certificate of worker's
compensation must be shown at the time of permit issuance.
LENDING AGENCY..
Name .
Address
UVtK t -UK 5UBMfl UAL REQUIREMENTS L,
K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2
desc3t,iaior cope of W rk: .
Sq. Footage
❑ Structure Built without Permits
❑ 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, .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 ate not
refundable.
�
Received l;y: r•, .6 . Amount: 219 Bldg
2—M W) sRA
Receipt #:/ 1,60 % I Sheriff
SMIP
r
r
Dater - l �1-03
Other
t -- —Total
REV 2-24-05
CDF FIRE SAFE REQUIREMENTS
AP# 068-033-018 PERMIT # 05-2233 - NAME: Cawble
Under authority of Public Resources Code Sec. 4290, the following checked items are required
by the Butte County Fire Department and made a part of this permit. These requirements are
minimums and may be superseded by Butte County local regulations, which equal or exceed
these standards. Butte County Building Inspectors will make compliance inspections.
Driveway Standards
[X] Surface. All driveway surfaces and structures (bridges, culverts and other
appurtenant structures which supplement the roadway bed or shoulders) shall
provided unobstructed access to conventional drive vehicles, including sedans
and fire apparatus weighing up to 40,000 pounds.
[X] Grade. Not to exceed 16 percent unless paved.
Driveway Radius
[X] 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.
pq 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 radius.
[X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the
center of the road.
pq- Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum
25 -foot taper on each end.
[X] Width. All driveways shall provide a minimum 10 -foot traffic lane and
unobstructed vertical clearance of 15 feet along its entire length.
[X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in
length, shall provide a turnout near the midpoint of the driveway. Where a
driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet
apart.
Gates
[X] 1. Gate entrances shall be at least two feet wider than the roadway
they serve.
2. The gates must be located at least 30 feet from the roadway and
shall open to allow a vehicle to stop without obstructing traffic on
the roadway.
3. Where a one-way road with a single traffic lane provides
entrance, a 50 -foot turning radius shall be used.
C
IC
IN
rs
E
Q
U
I
R
E
M
E
N
T
S
Setback for Structure Defensible Space
[X] Maintenance of Defensible Space. To ensure continued maintenance of
properties in conformance with these standards and measures and to assure
continued availability, access and utilization of the defensible space provided for
in these standards, annual maintenance must be provided for by the landowner.
[ ] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot
setback for buildings and accessory buildings from all property
lines and/or the center of the road.
[X] 2. For parcels less than 1 acre, local jurisdiction shall provide for
the same practical effect. See "Other Requirements below.
[X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or
removal to a landfill site approved by the local jurisdiction of flammable vegetation and
fuels caused by site development and construction, road and driveway construction.
Disposal shall be completed prior to completion of road construction or final building
permit inspection.
Other Requirements
[ If Building Setback is 15 to 30 Feet:
✓ Class A roof
✓ Enclosed eaves
[X] If Building Setback is Less Than 15 Feet —
✓ Class A roof with enclosed eaves and choose any 2 of the following:
❑ Metal or no doors on side toward property line with insufficient setback
❑ Interior automatic sprinkler system per NFPA 13D
❑ Glass area not to exceed 10% of wall area toward property line with insufficient
setback
❑ Siding from the following list:
o Stucco — 3 coat
o Hardi-Board or Plank
o Masonry
o Masonry Veneer
o Metal
o Other Butte County Fire Department approved materials
08/31/2005 Darren Read
Date Signature
C
101
F
IN
it,
Q
U
I
R
E
M
E
N
T
CDF FIRE SAFE REQUIREMENTS
AP# 068-033-018 PERMIT # 05-2233 NAME: Cawble
Under authority of Public Resources Code Sec. 4290, the following checked items are required
by the Butte County Fire Department and made a part of this permit. These requirements are
minimums and may be superseded by Butte County local regulations, which equal or exceed
these standards. Butte County Building Inspectors will make compliance inspections.
Driveway Standards
[X] Surface. All driveway surfaces and structures (bridges, culverts and other
appurtenant structures which supplement the roadway bed or shoulders) shall
provided unobstructed access to conventional drive vehicles, including sedans
and fire apparatus weighing up to 40,000 pounds.
[X] Grade. Not to exceed 16 percent unless paved.
Driveway Radius
[X] 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.
ONJ
LE
F
F
I
R
E
[X] 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 T
feet radius. K
[X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the I
center of the road.
[X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum
25 -foot taper on each end.
[X] Width. All driveways shall provide a minimum 10 -foot traffic lane and
unobstructed vertical clearance of 15 feet along its entire length.
[X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in
length, shall provide a turnout near the midpoint of the driveway. Where a
driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet
apart.
Gates
[X] 1. Gate entrances shall be at least two feet wider than the roadway
they serve.
2. The gates must be located at least 30 feet from the roadway and
shall open to allow a vehicle to stop without obstructing traffic on
the roadway.
3. Where a one-way road with a single traffic lane provides
entrance, a 50 -foot turning radius shall be used.
Q
U
I
R
E
M
E
N
T
S
c
r
Setback for Structure Defensible Space
[X] Maintenance of Defensible Space. To ensure continued maintenance of
properties in conformance with these standards and measures and to assure
continued availability, access and utilization of the defensible space provided for
in these standards, annual maintenance must be provided for by the landowner.
[ ] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot
setback for buildings and accessory buildings from all property
lines and/or the center of the road.
[X] 2. For parcels less than 1 acre, local jurisdiction shall provide for
the same practical effect. See "Other Requirements below.
[X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or
removal to a landfill site approved by the local jurisdiction of flammable vegetation and
fuels caused by site development and construction, road and driveway construction.
Disposal shall be completed prior to completion of road construction or final building
permit inspection.
Other Requirements
[ If Building Setback is 15 to 30 Feet:
✓ Class A roof
✓ Enclosed eaves
[X] If Building Setback is Less Than 15 Feet —
✓ Class A roof with enclosed eaves and choose any 2 of the following:
❑ Metal or no doors on side toward property line with insufficient setback
❑ Interior automatic sprinkler system per NFPA 13D
❑ Glass area not to exceed 10% of wall area toward property line with insufficient
setback
❑ Siding from the following list:
o Stucco - 3 coat
o Hardi-Board or Plank
o Masonry
o Masonry Veneer
o Metal
o Other Butte County Fire Department approved materials
08/3112005
Date
Darren Read
Signature
A
ED]
It
Is
E
Q
U
I
R
E
M
E
N
T
Job Name: VARIES GARAGES
Truswal S terns Plates are 20 a. unless shown b' "'MX'
Ys 0 Y"18(18ga.), H(16 ga.), or "(TWM.
Circled plates and false frame plates are positioned as shown above. Shift gable stud plates t t 20 gado, positioned per Joint Details Reporto avoid overlap with structural plates (or staple).
Truss ID: C1
Qty:
1
BRG * X -LOC REACT SIZE REQ'D
TC
2x4 DFL SS
Plating
spec : ANSI/TPI - 1995
UPLIFT REACTIONS) :
and done In accordance with the current versions or TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy.
1 ,N- 1-12 1692 3.50 1.80
BC
2x4 DFL #1
THIS DESIGN IS THE COMPOSITE RESULT OF
Support 1 -273 lb
Dsg n r : BW
-2'` 27-10- 4 1692 3.50" 1.8 D"
WEB
2x4 DFL STANDARD
MULTIPLE LOAD CASES.
Support 2 -273 lb
30.00 psf
Du rFacs L=1.15 P=1.15
PLATE VALUES PER ICBO RESEARCH REPORT #1607.
BEARING
REQUIREMENTS shown are based ONLY
This truss is designed using the
MAX DEFLECTION (span)
Loaded for 10
PSF non -concurrent BCLL.
on the
truss material at each bearing.
UBC -97 Code.
hall not be placed In any e-fronmenl that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion.
Fabricate, handle, Install 'JOINT
L%999 IN MEM 6-7 (LIVE)
0.00 psf
0. C. Spaci ng 2- 0- O
PLATING
BASED ON GREEN LUMBER VALUES.
Bldg Enclosed - Yes
L- -0.25" D= -0.18" T- -0.43"
Colo Springs, CO 80907
of America Standard Design Responsibilities, HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'
BC Dead
7.00 psf
Truss Location - Not End Zone
Tru sPlus 6.0 Ver: T6.4.2
{HIB -91) and HI&91 SUMMARY SHEET by TPI. The Truss Plate InstitNe iTPI) is kxated at D'Onofno Drive. Madison, Wisconsin 53719.
Hurricane/Ocean Line No,Exp Category C
TC FORCE AXL BND CSI
51.00 psf
DEF.Ratio: L/240 TC: L/240
Bldg Lenyth - .30.00 ft, Bdg Width = 50.00
height ft,
ft
1-2 -3363 0.23 0.71 0.94
2-3 -2935 0.07 0.54 0.61
Mean roof = 12.49 mph 80
UBC Standard Occupancy, Dead Load 12.0
psf
3-4 -2936 0.07 0.54 0.61
4-5 -3363 0.23 0.71 0.94
BC FORCE AXL BND CSI
6-7 3110 0.51 0.31 0.82
7-8 2099 0.34 0.22 0.56
8-9 3110 0.51 0.31 0.82
WEB FORCE CSI WEB FORCE CSI
2-7 -672 0.15 3-8 894 0.40
3-7 894 0.39 4-8 -672 0.15
t
4-11-13
1=
0-3-13
8-0-0 6-0-0 6-00 8-0-0�
8-0-0 14-0-0 20-0-0 28-0-0
r 14-0-0 i 14-0-0
1 2 3 4 5
R. 00 -4.001
3-6
2i0-0-0
0 0
28-0-0 I
6 7 8 9
10-0-0 8-0-0 10-0-0
10-0-0 18-0-0 28-0-0
2
0-3-13
A
Truswal S terns Plates are 20 a. unless shown b' "'MX'
Ys 0 Y"18(18ga.), H(16 ga.), or "(TWM.
Circled plates and false frame plates are positioned as shown above. Shift gable stud plates t t 20 gado, positioned per Joint Details Reporto avoid overlap with structural plates (or staple).
12/18103
ARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor.
Cust: MITCHELL'S BUILDING SUPPLY
This design Is for an IndMdual building component not truss system. It has been based on specifications provided by the component manufacturer
W0: Dri ve_T_0301203_L00005_J
00001
®
and done In accordance with the current versions or TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy.
Dimensionsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that
Dsg n r : BW
#LC = 14 WT: 144#
HOMEWOOD
the loads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes
TC Live
30.00 psf
Du rFacs L=1.15 P=1.15
That the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly
D f f sattached,
TR
unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component
TC Dead
14.00 psf
Rep Mbr Bnd 1.15
® r USS
hall not be placed In any e-fronmenl that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion.
Fabricate, handle, Install 'JOINT
BC Live
0.00 psf
0. C. Spaci ng 2- 0- O
4445 Northpark Dr.
and brace this Iruss In accordance with DETAILS' by Truswal,'ANStrrPI 1', WTCA 1' -Wood Truss Council
Colo Springs, CO 80907
of America Standard Design Responsibilities, HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'
BC Dead
7.00 psf
Design Spec UBC -97
Tru sPlus 6.0 Ver: T6.4.2
{HIB -91) and HI&91 SUMMARY SHEET by TPI. The Truss Plate InstitNe iTPI) is kxated at D'Onofno Drive. Madison, Wisconsin 53719.
The American Forest and Paper Association (AFPA) Is located at 1111 191h Street. NW. Ste 800, Washington, DC 20036.
TOTAL
51.00 psf
DEF.Ratio: L/240 TC: L/240
Job'Name: VARIES GARAGES
Truswal Systems Plates are 20 ga. unless shown by '18"(18 ga.), "H"(18 ga.), or'MX"OWMX 20 ga.), positioned per Joint Details Report.
Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple).
Truss ID: CG
Qty:
1
' TC 2x4 DFL #1
Plating
spec ' ANSI/TPI - 199S
This truss is designed using the
This design Is for an IndMdual building component not truss system. It has been based on specifications provided by the component manufacturer
r BC 2x4 DFL #1
THIS DESIGN
IS THE COMPOSITE RESULT OF
UBC -97 Code.
Ds n r' BW
61L BLK 2x4 DFL STANDARD
MULTIPLE LOAD CASES.
Bldg Enclosed = Yes
Dimensionsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that
PLATE VALUES PER ICBO RESEARCH REPORT #1607.
BEARING
REQUIREMENTS shown are based ONLY
Truss Location - Not End Zone
the loads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes
that the top chord Is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly
Loaded for 10 PSF non -concurrent BCLL.
on the
truss material at each bearing.
Hurricane/Ocean Line = No Exp Category
- C
BUILDING DESIGNER MUST VERIFY CABLE LOADS!
PLATING
BASED ON GREEN LUMBER VALUES.
Bldg Length = 30.00 ft, Bldg Width = 50.00
ft
[+] gable bracing required @ 58" intervals,
0.00- psf
0. C. Spaci ng 2— 0— 0
Mean roof height = 12.49 ft, mph = 80
Dead Load 12.0
Fabricate, handle, install and breco this truss in accordance with 'JOINT DETAILS' by T—al,'ANSI/TP11'. WTCA V -Wood Truss Council
if exposed to wind load applied to face.
UBC Standard ccupancy, =
psf
See "General Gable Details', C002065035:
7.00 psf
Design Spec UBC -97
j1,118-91) and HIB -91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofdo Drive. Madison, Wisconsin 53719.
4-0-0 2-8-0 2-8-0 2-8-0 2-9-0_i 3-11-0 2-8-0 2-8-0 4-0_0
4-0-0 6-8-0 94-0 12-0-0 14-9-0 18-8-0 21 4-0 24-0-0 28-0-0
14-0-0 114-0-0
1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 18 19
4� -4.0d
3-4
0 4 jUiv 1004
28-0-0
20 21 22 23 24 25 26 27 28 29 30 313233 34 35 36 37 38
1-0-0 2-8-0 2-8-0 2-8-0 2-92-9 0 3-11-0 i2-8-0 1
2-8-0 4-04-00
4-0-0 6-8-0 9-4-0 1NO 14-9-0 18-8-0 21 4-0 24-0-0 28-0-0
TYPICAL PLATE: 1.54 OVER CONTINUOUS SUPPORT
Truswal Systems Plates are 20 ga. unless shown by '18"(18 ga.), "H"(18 ga.), or'MX"OWMX 20 ga.), positioned per Joint Details Report.
Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple).
2I1 H/O3
WARN N Read all notes on this sheet and give a copy of it to the Erecting Contractor.
Cust: MITCHELL'S BUILDING SUPPLY
This design Is for an IndMdual building component not truss system. It has been based on specifications provided by the component manufacturer
WO' Dri ve_T_0301203_L00005_J00001
®
and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy.
Ds n r' BW
iiLC 1¢ 190#
Dimensionsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that
9
HOMEWOOD
the loads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes
that the top chord Is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly
TC Live
30.00 psf
Du rFacs L=1.15 P=1.15
attached. unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component
TC Dead
14.00 psf
Rep Mb r Bnd 1.15
® TRUSS
shall not be placed In any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion.
BC Live
0.00- psf
0. C. Spaci ng 2— 0— 0
444.5 Northpark Dr.
Fabricate, handle, install and breco this truss in accordance with 'JOINT DETAILS' by T—al,'ANSI/TP11'. WTCA V -Wood Truss Council
Co IO Springs, CO 80907
of America Standard Design Responsibilities, HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'
BC Dead
7.00 psf
Design Spec UBC -97
j1,118-91) and HIB -91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofdo Drive. Madison, Wisconsin 53719.
TrusPlus 6.0 Ver: T6.4.2
The American Forest and Paper Association (AFPA) Is located at I I I I 191h Street, NW, Ste 800, Washington. DC 20036.
TOTAL
51.00 psf
DEF.Ratio: L/240 TC: L/240
GABLE END DETAILS
LUMBER SPECIFICATIONS: SHEATHING ON ONE FACE REQ.
2X4 #2 DF—L CHORDS SHEAR DESIGN BY OTHERS
2X4 STD DF—L STUDS 16-14-10 OR 20-10-10 PSF LOADING
70 MPH WIND LOADING culouT FOR 2x4
"OFf S1UL'`
FOR GABLE ASSEMBLY GREATER THAN 5-10" IN HEIGHT
SEE CE -2. ADD-ON SAME SIZE AND
u
VARIES
3- 5
GRADE AS TOP CHORD YATH fl~
16d NAILS AT 12" O.C. — 1
ADD ON SPLICE TO OCCUR
AT PANEL POINTS WITH -
CLUSTERS 2-16d NAILS
OUTLOOKER DETAILS
CUTOUA FOR 2X4
HORIZ. VENT MEMBERS
NOT REOUIRED
A
UP TO 24" O.C.
nrr nCTAII
1 2
BEVEL GABLE END FRAME
1.5-3 ONE SIDE AND (2) 14 GA
2" STAPLES ON OTHER SIDE
OR (5) 2" 16 Go. STAPLES
3-5 MIN.
PLATE AS
OPTIONAL CANTILEVER
n I
UP TO 48" WITH STUD @ WAL
UP TO 24" NO CHANGE
vrr N iTl nrviro
GABLE END FRAME
2X4 DIAGONAL BRACE AT
CENTERLINE OR AT 16'-0" O.C.
MINIMUM BRACING DETAILS - SEE STRUCTURAL
DRAWINGS FOR ADDITIONAL REOVIREMENTS 16d AT 24" C
BEARING CONNECTIONS ARE THE SOLE RESPONSIBILITY
OF THE ENGINEER OF RECORD. DETAILS ON THIS PACE
ARE SUGGESTIONS ONLY AND ARE NOT TO BE UTILIZED
WITH OU'1 THE BUILDING DESIGNERS APPROVAL.
SEE TPI HIB -91 FOR OTHER BRAL RECOMMENDATIONS
;O.reS
J INo� C04r982'r�r
SECTI01",1 A
16d NAILS
NAL BRACE AT
RLINE OR AT
"O. C.®
C.
GE
1
Optional vent 3-4 GENERAL GABLE DETAILS FOR WIND LOAD BRACING
S=3-4 S=34
Connectorplates shown are forexample only. See actual truss design for required plate sizes and onentatron.
Structural gable trusses will generally have diagonal and vertical members otherthat those shown above.
END (FACE) VIEW
is
neering
dard
DWG# C002065035
Max. 12" eave
unless noted on
drawing.
Gable End Truss / for nailing of diagonal brace,
attached to sheathing and
truss each end, typ.
Typical 2x_ strongback Truss spacings per designs.
(whaler) brace along back
face of gable, braced with
+ or - 45 degree diagonal
2x_ (typ.) braced to roof L_ _L_
sheathing as shown. z: _. _ . -
WALVBEARING SUPPORT
+ I Indicates stud members that require bracing
SIDE VIEW
1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE
RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSI/TPI
REFERENCED BY THE MODEL BUILDING CODES.
2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY
NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED
ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND
SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO
PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE
FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED
VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE.
3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT
EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING
INTERVAL MAY BE INCREASED TO ONLY ACCOUNT FOR THE L/D LIMIT OF 50 FOR
COMPRESSION MEMBERS (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL IS V-3").
4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL
EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN.
5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING,
SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR
BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END.
6) LATERAL LOADS IN UNE WITH THE CHORDS (SHEAR / DRAG LOADS) HAVE NOT BEEN
CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF
THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS.
7) ALL ITEMS 1-6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS
APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW.
B) WEIGHTS OF ANY MATERIALS LISTED IN #5 MUST BE ACCOUNTED FOR, EITHER IN
STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD
ARE INDICATED BY "LOAD CASE #1" CHART ON THE DESIGN DRAWING.
9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS
BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED
STANDARD DRAWING TX01087001-001.
10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE
CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY.
NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND
ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL
DESIGNS.
ate'/Q"'( ��,• Mss Fyc�
(VIA
j 4 82
VmpCO-�12t'31 %Ot J1C DATE: ' 3/2012002
f C�Q REF: GB -1
� I OF CALI��a
DES: L.M.
THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION
SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR
'„`
®
,T
DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER IT IS
THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL
IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT
,__�-__,1'E �
APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO
RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY.
ate'/Q"'( ��,• Mss Fyc�
(VIA
j 4 82
VmpCO-�12t'31 %Ot J1C DATE: ' 3/2012002
f C�Q REF: GB -1
� I OF CALI��a
DES: L.M.
PEAK PLATE: 3.4 (2x4)
5.5 (2x6)
6-6 (2x8) MAXIMUM 1'-0' SAVE WITH
BLOCKS @ 32'o.c. OR 2'-0' EAVE,
6'-0' MAXIMUM MAXIMUM, WITH 4x2 12 OR BTR.
BRACE SPACING OUTLOOKERS CUT INTO GABLE
I
32'D.c.
2x4 12 MINIMUM CONTINUOUS
I� �I STRONGBACK BRACED TO ROOF
II STRUCTURE AT 6'-0' MAXIMUM.
It I1LJ
1.5-3,
BC SPLICE; 3-4 (2x4) --I
5-5 (2x8)
6-6(2xB) A
MAXIMUM 40 PSF LIVE LOAD.
80 MPH WIND EXPOSURE C,
LESS THAN 20'-0' WALL HEIGHT.
Qp,OFES O�'.9 CING DETAILS
��Q����• M
� Q
,U T10. Ci 949M
i Exp. 92/ 1
SPACING
UBC CONTINUOUS
GABLE DETAILS
STRONGBACK AT; 2x4 STRONGBACK BRACED
4'-10' CLEASPAN, 70 MPH AT EVERY 6'-0' MAXIMUM
4'•1.5'CLEARSPAN, 80 MPH
I I MINIMUM GRADE CHORDS AND
STUDS 2x4 STUD/STANDARD.
STUDS TO BE MAXIMUM 24'o.c.
• I I I I � � -
HEEL PLATE: 3-4 (2x4)
\5-6(2x8)'
6-6 12X8)
CONTINUOUS BEARING WALL
BRACE
;WALL BRACING PER
:DESIGNER.
20 CONTINUOUS BACKING
WITH I Od NAILS AT 24' o.c.
TO THE WALL PLATE.
SECTION A
GABLE END FRAMING CONNECTION DETAILS (MIN. NAIL REQUIREMENTS SHOWN) .
2x4 SOLID BLOCK WITH 3.164 NAILSGABLE STUD
Bel AT 6' ox,
SHEATHING TO GABLE EA. END AND Bel NAILS FROM SHEATIONG /
TRUSS, Bel AT 6' ce.d. TO BLOCK AT Wax.
' 1-1Bd 16d AT 24' c.c.
I / 2.16d 16d
1 Ya' NOTCH 32' o.c. 1 SOLID BLOCK AT
WITH 2•16d TOE • 24'o.c.
2-i6d NAILED EA. END 2.16d
2x4 BRACE
WRN 4.16d NAILS
UAI
WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor.
2/11/99 Nm nas,u•e .,I.n mdwduat budding compunom 11 has been hasad on speceticafeons providod by the component manufacturer and ITorts in
arconvde mw
tanw ,a ebm vetseons o1 IN and AFPA design standards. No tesponHbanU y assumed IN dlmanslonal acew&CY Omanalorha are 1
�` to bo varlmd by fie cwnixnem manutectumr and'br building designer prior In fahnrallon Tim budding designer stall ascertain that the beds
T�7!'U�S,VITAL ulmtod un llus d hi n inns of
bowed Ile Iwtlmg tmpoeed by local building Lng l a assumed mat he lop mord t laterally braced by IM
aNd or dnul sheulthmg and Ine Datom chord a laterally
brace0 by a npb sheathing malarial dhrlKlty attached. unless dhgwrse rWtoA eraOng
efuhwn u lar 1.1-1 eupplen of tumpununh month— only to reduce buckling length. This COlehpwleni shall not M Placed n any fe'e-mmenl that
,--_-_� �'
war Gus• the mastun conlaM of tris wood ascaed 19% sndla+ Cause gonnsLTor pate corrosion. fybrltata. handle. Wslall aro boa ties soar In }
TRUSWAL SrSIEM5 COMORA10N s"unMnce wen Lha Iwlowrng slanauds 'TRUSCOM MANUAL* by Tnnwel. 'OUALIryCGNTROL STANDARD FDR METAL PLATE CONNECTED
WOOD TRUSSES' 1084481. 'HANDLING INSTALLING AND OPAONG METAL PLATE CONNECTED WOOD TPAJSSES' • (1118-01) and -"18.91
SUMMAIIY SIILET' by TR Th. Tmu PW. Inatdule (TPI) of located *1 553 Donofrio Drws. Medeeon. Wrsconan 53719. TM Amorhare Forasl and
CO Pepw Asaochalon IMPA/ 1s Wood at 1260 CornedaW Ave, sin. Sea 200. Washington. DC 20039.
TRUSWAL SYSTEMS
4445 NORTHPARK DRIVE, SUITE 200
COLORADO SPRINGS, CO 80907 J
(800) 322-4045 FAX:(719) 598-8463
CO01003160 .
11/14/02 Users of Truswal engineering: TX01087001
The TrusPlusTm engineering software will correctly design the location
requirements for permanent continuous lateral bracing (CLB) on members for
which it is required" to reduce buckling length. Sealed engineering drawings
from Truswal will show the required number and approximate locations of braces
for- each member needing bracing. In general, this bracing is done by using
Truswal Systems Brace-ItTM or a 1x or 2x member (attached to the top or bottom
edge of the member) running perpendicular to the trusses and adequately
designed, connected and braced to the building per the building designer (See
ANSI/TPI current version). The following are other options (when CLB bracing is
not possible or desirable) that will also satisfy bracing needs for individual
members (not building system bracing): '
1. A -.1x4 or 2x4 structurally graded "T" brace may be nailed flat to the
edge of the member (up to 2x6 web members only) with 10d common
or box nails at 8" o.c. if only one brace is required, or may be -nailed to
both edges of the member if two braces are required. The "T" brace
must extend a minimum of 90% of the member's length. For 2x8 and
larger web members, bracing must be done per building designer, or
2. A scab (add-on) of the same size and structural grade as the member
may be nailed to one face of the member with 10d common or box
nails at 8" o.c. if only one brace is required, or may be nailed to both
faces of the member if two braces are required. A minimum of 2x6
scabs are required for any member exceeding 14'-0" in length.
Scab(s) must extend a minimum of 90% of the members length.
3. Any member requiring more than two braces must use perpendicular
bracing or a combination of scabs and "T" braces, or any other
approved method, as specified and approved by the building.: designer.
1.
"T" B RAC E
/A,/—
EXAMPLES
90% L
Please contact a Truswal engineer if there are any questio
2.
c:MsofficeWnwordlbrace•new.l et
NOTES RESIDENTIAL
• r
4 PERMIT NO.
068-330-018 01-2378
WAYS, JOAN
3615 HILDALE AVE, OROVILLE
CONT: BOLT CONST
GARAGE
d
SPECIAL CONDITIONS
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
4
' JOB FINALE D Date ✓� .
Signature
,/ = OR
0 = Not OK
- = Not Applicable MOBILE DOMES
= Not Ready • -
Date ' MOBILE HOME UTILITIES (Plans) OK except #'s
MISCELLANEOUS
Date
1.
Zoning Requirements -Setbacks -Easements
2.
2.
Soils; Special MH Support Sketch
3.
3.
Sewer; Location -Test -Fall -C/O -Concrete
4.
4.
Water; Location -Test -Easement Needed (Sketch)
5.
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
6.
6.
Gas; Location -Test -Wrap;-/ /" L'ft.
/ P Nat. or / /"L"ft./ /'LPG
7.
7.
Well Clearance & Disconnect
8.
Utility Clearance
ding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
61
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line
3.
Gas; MH Test -Demand -Valve -Connector
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
2.
5.
Drain; MH Test -Fall -Flex Connector
3.
6.
Water; MH Test -Regulator -Connector
4.
7.
Water and Sewer Connected -C/O to Grade -HD Approval
5.
8.
Gas and Electricity Tagged
6.
9.
Tie Downs -Type -Installation Cert.
7.
10.
Exits; Insp.-Sketch
8.
11.
Cert. of Occupancy
9.
12.
Permanent Foundation Only; License Decal
10.
Plumb.; Cir. Test -Water Supply Test
Date
Light Niche
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MISCELLANEOUS
Date
DECKS, COV CARPORTS GARAGES (Plans) OK except #'s
1. oning Requirements -Setbacks -Easements
2.
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3.
Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
Date
4.
Wood Awn.; Posts- Beams- Rftrs.-Connectors
Shthg.-Frg-Bracing
Card B•1
5.
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
FINAL (Plans) OK except #'s
6.
Carports; Windows -Doors
7.
EI c
Frmg.; Sills -A chors-St s-Rttrs-Trusses
ding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
1.
Ext.; Ceps -Doors -Landings
aced Wall Panels
Date
61
Card B-1 Date Card B-1
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
+
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures-Panelboards-Ins. to Main in Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
Date
Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
E
Date
p•
Card B- Date
Card B•1
Date
FINAL (Plans) OK except #'s
1. Setbacks -Easements
Date Card B-1 Date Card B-1
/= OK
0 = Not OK
- = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex)
Date Underfloor (Plans) OK except #'s
8.
1. Zoning -Setbacks -Easements -Flood -Slope
Hangers -Post Caps -Anchors -Connectors
2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
10.
4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
5. Stemwalls, Main; Steel-Blockouts-Wrapped
Water Pipe; Test -Anchors -Regulator -Service Test
6. Stemwalls, Garage; Steel- Blockouts-Wrapped
12.
6a. Hold Downs and Special Anchors
Property Line Firewall & Openings
7. Slab, Steel -Wrapped
Plenums & Ducts; Clearance -Material -Support -Ins.
Date
8.
Piers -Fireplace Ftg.-Steel
Hangers -Post Caps -Anchors -Connectors
9.
D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
48.
10.
UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
11.
Water Pipe; Test -Anchors -Regulator -Service Test
51.
12.
Electric Underground
Property Line Firewall & Openings
13.
Plenums & Ducts; Clearance -Material -Support -Ins.
54.
14.
Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
15.
Access & Ventilation
57.
16.
Insulation
63.
Ext. Steps -Door & Sidelight Protection -Landings
Date
64.
Card B-1 Date Card B-1
Date
65.
Card B-1 Date Card B-1
Date
66.
PLUMBING (Permit) OK except #'s
17.
Water Htr.; Vent -Access -Combustion Air Baffle
18.
Water Pipe; Test & Anchor -Nail Protection
19.
D.W.V.; Test Fittings & Anchor -Nail Protection
20.
Shower Pan; Test, First Floor -Tub Access
21.
Test Tub & Shower, Second Floor -Tub Access
22.
Gas Pipe; Sixe & Anchors
73.
Elec. Outlets & Receptacles at Kit. Counter
Date
74.
Card B-1 Date Card B-1
Date
75.
Card B-1 Date Card B-1
Date
76.
ELECTRICAL (Permit) OK except #'s
23.
Fixture & Transformer Clearance -Ins. Protection
24.
Elec. Receptacles Spacing -Lights & Switches at Doors
25.
Size Boxes & No. of Conductors Stapled
26.
Romex Installed Close to Edge of Studs & C.J.
27.
Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
28.
2 Appliance Circuits in Kitchen & Conductor Size GFI
29.
Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI
30.
Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At
Insulated Neutral O Yes ❑ No
31.
Service -Riser Conductors & Ground Main Disconnect
32.
Equip. Clearances Panels-Motors-Mech. Equip.
33.
Clothes Closet Light -Shower Light -Spa Light
34.
Smoke Detector
88.
Ventilation Throughout House
Date
89.
Card B-1 Date Card B-1
Date
90.
Card B-1 Date Card B-1
Date
91.
MECHANICAL (Permit) OK except #'s
35.
A.C. Ducts Insulation & Support
36.
Vent Fan, Exhaust above insulation
37.
Condensate Drain & Overflow, Size & Grade
38.
Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet
Date
39.
Attic Access & Platform if Furnace in Attic
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FRAMING (Permit) OK except #'s
40.
Sits Proper Materials & Anchors
41.
Walls Studs -Nailing Spacing & Braces -Plates -Sound
42.
Bearing Walls over Girders & Floor Nailing
43.
Draft Stop in Walls (rat proof)
44.
Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
45.
Headers & Beams -Size & Bearing
Date
FRAMING (Continued)
46.
Hangers -Post Caps -Anchors -Connectors
47.
Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng.
48.
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
49.
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
50.
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
51.
Garage Fire Protection Framing
52.
Property Line Firewall & Openings
53.
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
54.
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
55.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
56.
Siding -Nailing Veneer
57.
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
58.
Glazing Area -Glass Protection -Skylights -Plastic
59.
Shear Walls; Nailing -Bolts
60.
Brace Interior/Exterior Wall Panels
61.
Insulation -Walls -Ceilings
62.
Infiltration -Walls -Windows
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
63.
Ext. Steps -Door & Sidelight Protection -Landings
64.
Smoke Detector
65.
Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
66.
Bedroom Exiting
67.
G.F.I. & Bath Fixtures & Tub Access -Spa
68.
Elec. Trim & Subpanel, Breaker Sizes & Labels
69.
Stairs & Rails
70.
Fireplace or Stove, Clearance -Hearth
71.
Elec. Outlets at Wood Panel, Int. & Ext.
72.
Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance
73.
Elec. Outlets & Receptacles at Kit. Counter
74.
Garage Fire Door; Swing -Landing -Closure
75.
A.C. Duct in Garage -Damper
76.
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
77.
Plb., Elec. & Mech. Equip. Listed for Location
78.
Elec. Receptacles in Garage (FF.I.)-Romex Protection
79.
Insulation -Foam -Looked in Attic
80.
Guard Rails & Deck Construction -Post Caps
81.
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor ❑ Yes
82.
Following Instid./Drive J Yes 0 No/Walks J Yes J No/Planters J Yes J No
83.
Stucco Brown -Finish
84.
A.C. Unit Disconnect, Electrical -Plumbing
85.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
86.
Water Well, Disconnect, Electrical, Plumbing
87.
Exterior Elec. Trim, G.F.I. Receptacle -Underground
88.
Ventilation Throughout House
89.
Glass Protection
90.
Corrections from Previous Inspections
91.
Gas Test -Meters Tagged, Gas -Electric
92.
Water & Sewer Connected -C/O to Grade -HD Approval
93.
Energy Compliance Certificate -Other Certificates
94.
Address Posted
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments at Final:
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-6111378 PERMIT NO.
(Rev. 12/96) APPLICATION AND PERMIT $�8
ASSESSORPALiCELNUMBER_ _ 18
J J]J2fVL_!
ZONING
BUILDING PERMIT
OWNER
JOAN WAYAS
TELEPHONE
SO. FT. OCC. BUILDING VALUATION
480 8,640.00
. OWNERS MAILING ADDRESS
3615 HILDALE AVE, OROVILLE
CONTRACTOR'S. NAME
BOLT CONST
TELEPHONE
990-5938
CONTRACTORS MAILING ADDRESS
OX 581 OROVILLE 95966
. PO BOX*
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total Valuation $ $ 64Q.0Q
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $ 20.00
Permit Fee $108.00
ARCHITECT OR ENGINEERS MAULING ADDRESS
Plan Checking Fee $ 70.20
BUILDING ADDRESS
3615 ALE AVE OR(
Energy Plan Checking Fee $
$
PERMIT FEE $ [�
LOT NO.
SUBDNISIONS NAME
PARCEL MAP
PLUMBING PERMIT Filing Fee 20.00
USEOFSTRUCTURE
SF 1% Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap 7.00
Solar or heat pump water heater 23.00
Water piping 15.00
Each gas water heater or vent 15.00
TYPE OF WORK qq
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other `8
Describe Work: GAUGE
Gas piping system 1 - 5 outlets 15.00
Building sewer 15.00
Mobile Home S G W Q20.00
PERMIT FEE :
I
ELECTRICAL PERMIT Fling Fee 20.00
'0
Main 23.00
Main Service '.*.A
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
» WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Service WDA TO 46.00
NEW C
NEW CONST. DWELLING OCCUCCUP. SO
OR ADDNS. ( & ACC. BLDS. 3.5¢Fr.
NON-ROESIUT MULTI.OUTLET 97.50
POWGLEFA APPARATUS
8 SIN
OUTLET CIR.
Ex. Occup. OUTLET OR FIXTURES 20x'•50
SAL O .so
Ex. Occup.D SFIXEDPRES.6.Dsa 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00 Iy�
PERMIT FEE $ nn
MECHANICAL PERMIT Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FES $
Policy Number
(The above sections need not be completed 4 the permit is for work of a valuation
of one hundred dollars ($100) or less.)
Ld,I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
X �f1i^Cet ...fri�rcDate 1 -fj �� r
Signature of Applicant - ❑ Owner 13 Contractor ❑ Agent
An OSHA permit is required for excavations over 5'0" deep and demolition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
OCC
It
CONST. TYPE
Vg TOTAL FEE $ 241.20
HAz
D FEES IMP,
....
=D
r,,,
CD
PAROL
V
PDQ
Ho
SSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
`for which fees have been paid.
indicat;AJ_/,%U/'j'" 1
By,�•.....+�Date
PERMIT EXPIRES ON L/ 3U/d Z
` ate
ReceiptNo. or �w •C�+
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I
7,
n a
COUNTY OF BUT =
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT -SERVICES
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
e
ER
CORRECTION NOTICE
D�-- 2-371
PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
pietact this office immediately.
r `
ti
_ lw.
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
r,; = OWNER ( PERMIT NO.
IW.. A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
pleasecon act this office immediately.
Date '/� Z Inspector,_"&, s�--
REV 10/92
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
e
PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
Date / G e-� Inspector
REV 10/92/
(Rev. 12;96)
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-6141378
APPLICATION AND PERMIT
PERMIT NO.
ASSESSOR PARCEL NUMBER
06 -330-018
ZONINp
BUILDING PERMIT
OWNER JOAN WAYAS
TELEPHONE
SO. FT. OCC. BUILDING VALUATION
QQ /./�
V _- 640.
. OWNERS MAILING ADDRESS
3615 HILDALE AVE, OROVILLE
CONTRACTOR'S NAME
BOLT CONST
TELEPHONE
990-5938
CONTRACTORS MAILING ADDRESS
. PO BOX 5817 .OROVILLE 95966
CONSTRUCTION LENDER
'S
LENDERMAILING ADDRESS
--
Fireplace
Total Valuation $ 8.640.00
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee
$108.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$ 70-20
BUILDINGADDRESS
3615 HILDALEAVE,$
Energy Plan Checking Fee
$
PERMIT FEE
$
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
(ling Fee 20.00
USEOFSTRUCTURE
SF EX Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each gas water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other
Describe Work: GARAGE
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home ISI GI W1
920.00
PERMIT FEE
S
ELECTRICAL PERMIT
Filing Fee 20.00
LESS
Main Service zo.A OR LESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ 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.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO 1000A
46.00
NEW CONST. DWELLINGOCCUP.
OR ADDNS. ( a ACC. SLDS.
SO
3.5¢FT:
NON li °EsT.
,o MULTI -OUTLET
97,50
POWER APPARATUS
a SINGLE OUTLET CIR.
Ex. Occup. owner OR FDcruREs
2O � '•0°
BAL .�
Ex. Occu ._oFIXEDs PLNS. OR
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMIT FEE
S
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
�of one hundred dollars ($100) or less.)
certify that in the performance of the work for which this permit is issued, I shallTOTAL
not employ any person In any manner so as to become subject to workers'IM'
laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall16/
forthwith comply with those provisions.
^)o^
X o, Date ^� _
Signature of Applicant - ❑ Owner O Contractor ❑ Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
MECHANICAL PERMIT
Iling ee 20.00
Heating
Cooling
Hood
Ventilation
fl6.5
PERMIT FEt $
Mobile Home Installation Fee $
Energy Inspection Fee $
FEE $ 241.20
±OC
NCONST.I
FLOOo
.r --
cD
PARc�c PD HDcompensation
This permit is hereby issued under the applicable provisions
of the Butte CountyCode and/or Resolutions to do work
indi ed above for which fees have been paid.
B tWJDatei
PERMIT EXPIRES ON %b 30 dY
I ate
ReceiptNo. 332236/$241.20
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
----• • / W. r r le UtVAK I MLN F DEVELOPMENT SERVICES - BUILDING DIVISION
7 County
le
Center Drive • , CaliEmmia .95965 - Telephone (530) 538-7541
t2�e) APPLICATION AND PERMIT 61 -a -:5-1T ENo.
•sasoRlPARIcaNUMSR�1 /� � �
BUILDING PERMIT
SO. FT. OCC. BUILDING VALUATION
wN011 wlaxa D
o J'a ADa f G st%CG } O
� eLs►/ONr
O 1 wwNO ADDRESS
1NST1R11eT1ON uDROo1
--0 W W AW11C77
«R[4T ON eNoflEOR
'C 4MCT ORI OIOWURV www ADDRESl
361
NO.� susoRv.cN1 RRAMc � ®�' I � ) q ►ARClL MAr
USEOFSTRUCTURE
= /Duplex O Mobllehome 0 Other
Fireplace I
Total Valuation ti
Filing Fee =
Permit Fee =
Plan Checking Fee =
Energy Plan Checking Fee S
S
PERMIT FEE S
PLUMBING PERMIT
Each Trap
Solar or heat pump water heater
Water piping
TYPE OF WORK Each gas water heater or vent
slur 0 Addition O Remodel O UtNfes O Instnlation O Other O Gas piping stem 1 - 5 outlets
n 0 A htbiln Home
sower
ascribe Work: O( r/7 L ��� Mobile Home S G1 W
PERMIT FEE FS
ELECTRICAL PERMIT
- — — ---- Main Service = OR tEss
ao•A oR .Ess
Main Service ir 200A TO 100•A
NEWCONST, owalim OCCUP.
OR AOONS. a ACC. elos.
NOW1010. MULTI- U
• POWER APPARATUS
a S O cut
1 Ex. Occup. OUTUT 011 Fnammmes
I Ex. Occup.
t t OVRETS fS1O. !A
/(( I
Temporary Service
i
Home Facilities
Wirin
"PERMIT FEE PAID
SRA
SHERIFF
OTHER
AMOUNT RECEIVED
pLo
f
"RECEIPT NVAASER
* TO BE PVT INTO COMPV M
PERMIT FEE 1 $
PERMIT
Heatin
Coolin
20.00
20.
7.00
23.00
15.00
15.00
15.00
15.00
@20.00
20.00
23.00
46.00
3.5c So
FT.
97.50
23.00
20.00
23.00 ;Z7, Ge
Fee 20.00
6.50
IPERMIT FEE i
Mobile Home Installation Fee S
Energy Inspection Fee S
«C co"', O- r� T AL FEES I NAz RD PL000 aw P a 10 ata
This permit is hereby bsued under the applicable provisions
Of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By Date
PERMIT EXPIRES ON
r1prMw -V
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
PERMIT APPLICATION DATA SHEET
OWNER: SIJ ASSESSOR PARCEL ER: 4 f- -J
Proposed Builse: /6 1i �tBuilding Inspector: Date .-
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
Date Received By
❑ 1. All items have been submitted --------------------------------------------------------------------------------------
E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------
❑3. Complete plans, 3/4 sets, signed by the preparer of plans.
114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.
❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes!---------
E16.
--------
❑6. Energy Design Compliance and supporting documentation. -----j ------------------------------------
❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------
❑ 8. Hazardous Material Form. ---------------------------------------------------------------------------------
❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ----------
El10. Fees of $----------------------------------------------------------------------------
❑ 1. Impact fees as shown on the attached schedule. -----------------------------------------------------------------
California Department of Forestry plan approval/fees.---s-EWN----[la/IL�Q-----------------------
13 lood elevation certificate. ------- ---------- ------------------------------ ---------------------
Sanitation and plot plan approval Health Department. ------%-=-6 -��----V�-----
15. City of Chico plumbing permit.-----------------------------------------------------------------------------------
❑ 16. Plot plan and business license approval from the City of Biggs. ----------------------
❑ 17. Planning approval for (A) Use: D K (B) Parking: -
❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainageegal Parcel.
❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --
020. Pre -inspection for
required Request to Building Inspector on
❑21. Contractor's license information. (Number, Name Style, Classification).
El 22. Workers' Compensation carrier and policy number. -----------------------
❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑).
1324.
.❑24. Letter of signature authorization. --------------------------------------------
❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------
❑26. Letter of intent on building use. ----------------------------------------------
❑27. Manufactured Home utility clearance. ---------------------------------------
028. Existing violations and/or expired permits. ---------------------------------
El 29. 0433 A, 11 Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $
030. Other:
(Date)
When you issue the permit, process as follows C3Mail to owner, ❑Mail to contractor.
d"Telephone _! i9- 45-114? and hold for pickup at (91(0 office. ❑ Deliver with inspector.
Applicant: It-u.c�� A,-es�r Date: G / .,=?V '- 1
Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By:
Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By:
1. Index permit application for the above items numbered: ❑ Plan Check List
2. Additional items required:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was Aftised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Plans reviewed by: Date: (J-11 -.0j Plans approved by: Date:
Sets of plans on hold in Plan Cabinet, 0 A.P. folder. Note transfer by: Date:
mow.
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
E.H. SE ONLY
Not Plan Attached
Floor Plan A ached
Sent to B.O.
Owner Location AP#
Plan Approved for: Sewage Disposal Water Supply: Public Private Well
Clearance for dwelling. Other q x -'
Hold final for:
Final clearance O.K. for:
NOTE:
24 � a � 12 244/Z z / t�
Environmental Health Specialist
�G-30--0)
Date
ti
8/96
r
cta5a�oti�
xrIq N -OL my
,._nvi urupentall Health.
1'UDai
_-3 z _
~y �1
d
068-330-018 PERMIT#96-1868
WAYS, Walter & Joan
3615 Hildale Ave., OroV.ille
Cont; Keith Orman'R.00fing
Reroof/SF
101
COUNTY OF BUTTE - DEPARTMENT OF D"F-VELQPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO.
APPLICATION AND PERMIT i,/ 96 _/,
3 �I•-�0
ASSESSOR PARCEL NUMBER•, C/
(/S,i
ZONING
BUiLDINGPERMIT
OWNER
Walter & Joan Ways
TELEPHONE
533-6133
SQ. FT, OCC. BUILDING VALUATION
OWNER'S MAILING AQORESS
361 Hilldale Ave Oroville CA 95966
1' n
C,
CONTRACTOR'S NAME
Keith Orman Roofing
TELEPHONE
679-2608
CONTRACTOR'S MAILING ADDRESS
P O Box 455, Ban Or CA 95914
Fireplace
CONSTRUCTION LENDER
UNMOWN
Total Valuation $
Filing'Fee $ 20.00
LENDER'S MAILING ADDRESS
Permit Fee $ 2 oo
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee $
Energy Plan Checking Fee $
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty $
BUILDING ADDRESS
1 Hilldale Ave Oroville CA 9 966
PERMITFEE $ S r''
PLUMBINGPERMIT Filing Fee 20.00
Each Trap 7.00
LOT NO.
SUBDIVISION'S NAME
PARCEL MAP
Solar Or heat pump water heater 23.00
Water piping 15.00
USEOFSTRUCTURE
SF M Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each gas water heater or vent 15.00
Gas piping system 1 - 5 outlets 15.00
Building sewer 15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: Rer6of W/com D
Mobile Home IS I GI W @20.00
PERMITFEE $
Contractor
ELECTRICAL PERMIT Filino Fee 20.00
Main Service / 000V OR LESS
200A OR LESS ) 23.00
Main Service ( 200A TO 1000A ) 46.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
NEW CONST. DWELLING OCCUP. SO.
OR NS. ( a ACC. ) 3.52 FT.
NEW CT
CONST. MULTI-OUUTLETLE
NON-RESID. ( BRANCH CIRCUITS ) 97.50
POWER APPARATUS
(a SINGLE OUTLET CIR. )
Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00
BAL .50
Ex. Occup. ( FIXED
RES D.) EA) 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMITFEE $
Contractor
WORKERS" COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 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 is issued. t
❑ 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation, insurance carrier and policy number are:
Carrier �. �.i `l. V i UILU
MECHANICAL PERMIT Filing Fee 20.00
9
Heating
.Cooling
Hood 6.50
Ventilation
PERMITFEE $
Contractor
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in -'the pe'rfoimance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
/
X �,rc vtC %�._ wr •rte Date _qi_/�[,
Signature of Applicant - ❑ Owner ❑ Contractor `'Agent
An OSHA permit is required for excavations over 5'0" deep and demolition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee Is
OCC
CONST. TYPE
I
TOTAL FEE $ 4.5* J J
HAZ.
I D. FEES
IMP FLOOD
CDF
PARCEL
PD
HD
ISSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
7
, . pVDateB // .4 rI_�`!:/�/�✓�/rf
y
PERMITEXPIRESON /5/7 J
(Date)
Receipt No./
WHITE -D. D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
COUNTY OF BUTTE- DEPARTMENT OF pEVELOPMENT SERVICES - BUILDING DIV�;:
7 County Center Drive - Oroville, California 95965 - Telephone (916) 538- 41_ QPERIT NO.
APPLICATION AND PERMIT O
ASSESSOR PARCELNUMBER 0_ O
ZONING
B - LDING PERMIT
OWNER
Walter & Joan Was
TELEPHONE
33-6133
SO. FT. OCC. BUILDING VALUATION
OWNERS MAILINGADDRESS
615 Hilldale Ave Oroville CA 9 966
CONTRACTOR'S NAME
Keith Orman Roofing
TELEPHONE
679-2608
CONTRACTOR'S MAILING ADDRESS
OX 455, Bangor,CA 95914
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation $
Fling Fee
$ 20.00
LENDER'S MAILING ADDRESS
Permit Fee
$ 25.00
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee
$
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDINGADDRESS
3615 Hilldale Aye2 Oroville CA 95966
PERMITFEE
$
PLUMBING PERMIT
Filing Fee 20.00
Each Trap
7.00
LAT NO.
SUBDNISION'S NAME
PARCEL MAP
Solar or heat pump water heater
23.00
Water piping
15.00
USEOFSTRUCTURE
SF Ig Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each gas water heater or vent
15.00
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: _ Rerd)of W/c=12
Mobile Home S G W
920.00
PERMITFEE
g
Contractor
ELECTRICAL PERMIT
Filinq Fee 20:00
Main ServiceOOOV OR LESS
( 200A OR LESS )
23.00
Main Service ( 200A To 1000A )
46.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
NEW CONST. DWELLING OCCUP.SO.
OR ADDNS. ( 8 ACC. BLOS. )
3.50 FT.
NEW CONST. / MULTI.OUTLET
NON-RESID. \ BRANCH CIRCUITS )
97.50
POWER APPARATUS
(8 SINGLE OUTLET CIR. )
Ex. Occup. ( OUTLET OR FDTTURES )
20 Q 1.00
BAL a .SO
Ex. Occup. ( OUFIXED TLETS(RES D.) EA )
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMITFEE
$
Contractor
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
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 is issued.
I have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier State Fund
Policy Number 1405998-95
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwit comply with those provisions.
X Date _ /.5—
Sign ture of Applicant - ❑ Owner ❑ Contractor JWAgent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
MECHANICAL PERMIT
Filing Fee 20.00
9
Heating
Cooling
Hood
6.50
Ventilation
PERMITFEE $
Contractor
Mobile Home Installation Fee Is
Energy Inspection Fee Is
OCC
CONST. TYPE
TOTAL FEE $ 45-00
HA2.
1 D. FEES
I IMP
I FLOOD
CDF PARCEL PD HD
ISSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicate ve for whi fees hav be n paid.
By . n � 1C
ERMITEXPIRESON PIT 9
(Date)
Receipt No.
WHITE-D.D.S.-B.D. CANA -AS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT
Job Name: VARIES GARAGES
BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL SS
1 0- 1-12 1692 3.50 1.80 BC 2x4 DFL #1
2 27-10- 4 1692 3.50" 1.80" WEB 2 x 4 DFL STANDARD
PLATE VALUES PER ICBG RESEARCH REPORT #1607
MAX DEFLECTION (span) Loaded for 10 PSF non -concurrent BCLL.
L%999IN MEM 6-7 (LIVE)
L- -0.25" D- -0.18" T- -0.43"
TC FORCE AXL END CSI
1-2 -3363 0.23 0.71 0.94
2-3 -2935 0.07 0.54 0.61
3-4 -2936 0.07 0.54 0.61
4-5 -3363 0.23 0.71 0.94
BC FORCE AXL BND CSI
6-7 3110 0.51 0.31 0.82
7-8 . 2099 0.34 0.22 0.56
8-9 3110 0.51 0.31 0.82
WEB FORCE CSI WEB FORCE CSI
2-7 -672 0.15 3-8 894 0.40
3-7 894 0.39 4-8 -672 0.15
t
4-11-13
1=
0-3-13
Truss ID: C1
Plating spec • ANSI/TPI -19 RESULT OF9
THIS DESIGN IS THE COMPOStf
MULTIPLE LOAD CASES. are based ONLY
BEARING REQUIREMENTS showneach bearing.
on the truss material at ER VALUES.
PLATING BASED ON GREEN LUME
8-0-0
8-08-0_ 0 6-0-0 1 6-0-0 28�
8-0-0 14-0-0 20-0-0 O
14-0-0 5
1 2 3 4
.00 100
-^ 3-6
1
UPLIFT REACTIONS) :
Support 1 -273 lb -�
Support 2 -273 lb
This truss is designed using the
UBC -97 Code.
Bldg Enclosed - Yes
Truss Location - Not End Zone
Hurricane/Ocean Line - No Exp Category - C
Bldg Length =30.00 ft, Bldg Width = 50.00 ft
Mean roof height 12.49 ft, mph 80
UBC Standard Occupancy, Dead Load 12.0 psf
0 4 Jlity
200 200
28-0-0 9
6 7
10-0-0 8-0-0 8 10-0-0
-i
10-0-0 18 z6 -o -o N. 227+6
13UTTE COUNTY Ex. : 06130
BUILDING DIVISION CIVI
Truswal Systems Plates are 20 ga. unless shown by "1 B"(18 ga.), "H'(16 ga.), or"MX 20 ga.), positioned per Joint QetSil 12/18/03
Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap Witl1 structural plates (or staple).
WAKNIN(7Read all notes on this sheet and give a copy of it to tfle Erecting Contractor.
This design Is for an individual building component not two system. It has been based on specifications provided by the component manufacturer
and done in aaordancoW lh the anent versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional aw0racy.that
Olmensionsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must a5Ga
rtain the loads utilized on (his design meet or exceed the loading Imposed assumes
HOMEWOOD g used Dy the bottom
building I code and the particular by elan application. The design directly
Thal the top chord is laterally braced by the roof or Iloor sheathing end the bottom chord Is laterally brarajd by a rigitl sheathing matertai nerit
®attached. unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This co r p tont
TRUSSshall not be placed In any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate co
4445 Northpark Dr. Fabncote, handle. Install and brace this truss In accordance with 'JOINT DETAILS' by Twvwal,'ANSIrrPI 1', WTCA V -Wood Truss Council
Co 1 o Springs, CO 80907 of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES
4HIB•91) antl HiB•91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) Is located at WOnofdo Drive, Madison, Wisconsin 53718
T r u s Pl u s 6.0 Ver: T6.4.2 The American Forest and Paper Association (AFPA) Is located at 1111 191h Street, NW, Ste 900, Washington, DC 20936.
Cust: MITCHELL'S BUILDING
SUPPLY
W0: Drive_T_0301203_L00005_100001
Dsgnr: BW
#LC = 14
WT: 144#
TC Live
30.00 psf
DurFacs L=1.15 P=1.15
TC Dead
14.00 psf
Rep Mbr Bind
1.15
BC Live
0.00 psf
O.C.Spacing
2- 0- 0
BC Dead
7.00 psf
Design Spec
UBC -97
TOTAL 51.00 psf IDEF.Ratio: L/240 TC: L/240
Job'Name: VARIES GARAGES
Truss ID: CG
Qtv:
1
TC 2x4 DFL #1
Plating
spec : ANSI/TPI - 1995
This truss is designed using the
This design Is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer
BC 2x4 DFL #1
THIS DESIGN IS THE COMPOSITE RESULT OF
UBC -97 Code,
GBL BLK 2x4 DFL STANDARD
MULTIPLE LOAD CASES.
Bldg Enclosed = Yes
WT: 190#
PLATE VALUES PER ICBO RESEARCH REPORT #1607.
BEARING
REQUIREMENTS shown are based ONLY
Truss Location - Not End Zone
psf
Loaded for 10 PSF non -concurrent BCLL.
on the
truss material at each bearing.
Hurricane/Ocean Line No Exp Category
= C
• BUILDING DESIGNER MUST VERIFY GABLE LOADS!
PLATING
BASED ON GREEN LUMBER VALUES.
Bldg Length = 30.00 ft, Bldg Width
= 50.00 ft
[+7 gable bracing required 0 58" intervals,
if to load face.
p
, Spacing
Mean roof height = 12.49 ft, mph
UBC Standard Occupancy, Dead Load
80
exposed wind applied to
See "General Gable Details', CO02065035.
Design Spec
UBC -97
=
12.0 psf
4-0-0 2-8-0 2-8-0 2-8-0 2-9-0 3-11-0 2-8-0 2-8-0 4-0-0
4-0-0 6-8-0 9-4-0 12-0-0 14-9-0 18-8-0 21 4-0 24-0-0 28-0-0
14-0-0 114-0-0
' 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 18 19
4F 00 4.Oa
3-4
t
4-11-13
1=
0-3-13
HOMEWOOD
® TRUSS
4445 Northpark Or.
Colo Springs, CO 80907
TrusPlus 6.0 Ver: T6.4.2
2-0-0 '14-9-0
TYPICAL PLATE: 1.5-4
3-11-0 2-8-0 r2-8-0 4-0-0
18-8-0 21-4-0 24-0-0 28-0-0�
OVER CONTINUOUS SUPPORT
0 4 J% 1004
9a , . 41Y'�
• 'k
Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), "H"(16 ga.), or "MX"(iWMX 20 ga.), positioned per Joint Details Report.
Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overiap with structural plates (or staple).
•+e
R OVj 12/18/03
WARNIN Read all notes on this sheet and give a copy of it to the Erecting Contractor.
Cust: MITCHELL'S BUILDING SUPPLY
This design Is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer
140: Dri ve_T_0301203_L00005_J 00001
and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy.
Dimensionsare to be verified by the component manufacturer andlor building designer prior to fabrication. The building designer must ascertain [hat
Dsgnr: BW #LC = 14
WT: 190#
the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes
TC Live 30.00
DU
that the top chord Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly
psf
r Fac s L=1.15
P=1.15
attached, unless othenviso noted. Bracing shown Is for lateral support or components members only to reduce buckling length. This component
TC Dead 14.00 psf
Rep Mb r Brill
1.15
shall not be placed In any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion.
BC L 1 V e 0.00S f
O. C
Fabricate. handle, install and brace this truss In accordance with 'JOINT DETAILS' by Truswaf,'ANSIRPI 1', VVTCA 1' -Wood Truss Council
p
, Spacing
2- 0- 0
of America Standard Design Responsibilities.14ANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'
441
BC Dead 7.00 psf
Design Spec
UBC -97
{HI&91) and &91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) Is located at WOrorrio Drive, Madison, Wisconsin 53719.
The American Forest and Paper Assocfallon(AFPA) Is located at 111119th Street, NW. Ste 800, Washington, OC 20036. TOTAL 51.00 psf DEF,Ratio: L/240 TC: L/240
,LUMBER SPECIFICATIONS; SHEATHING ON ONE FACE REQ.
2X4 #2 DF -L CHORDS SHEAR DESIGN BY OTHERS
2X4 STD. DF -L STUDS 16-14-10 OR 20-10-10 PSF. LOADING CUTOUT FOR 2z4
70 MPH WIND LOADING OFF slue
FOR GABLE ASSEMBLY GREATER THAN 5-10' IN HEIGHT_
SEE GE -2. ADD-ON SAME SIZE AND
GRADE AS TOP CHORD
16d NAILS AT 12' O.C. 1
ADD ON SPLICE TO OCCUR
VARIES AT PANEL POINTS WITH -
CLUSTERS 2-16d NAILS
A 3.5 OUTLOOKER DETAILS
HORIZ. VENT' MEMBERS
�j �_ NOT REQUIRED
GABLE END DETAILS
CUTOUT FOR 2X4
Q I 1.5-3 ONE SIDE AND (2) 14 GA
2" STAPLES ON OTHER SIDE
1 ¢ OR (5) 2" 16 Gv. STAPLES
0 12
a 1 Fn 3-- VARIES
'^
3-5 M
N.
PLATE IAS
3-5
0
FULL BEARING WALL
Orr METAII
1 2
I—�—�—I
UP TO 24" O.C.
BEVEL CABLE END FRAME
2X4 DIAGONAL BRACE AT
CENTERLINE OR AT 16'-0" U.C.
MINIMUM BRACING DETAILS - SEE STRUCTURAL
DRAWINGS FOR ADDITIONAL REQUIREMENTS
BEARING CONNECTIONS ARE THE SOLE RESPONSIBILITY
OF THE ENGINEER OF RECORD, DETAILS ON THIS PAGE
ARE SUGGESTIONS ONLY AND ARE NOT TO BE UTILIZED
WITH OUT THE BUILDING DESIGNERS APPROVAL.
'WIZ:
OPTIONAL CANTILEVER
r -•E U 1
UP TO 48" WITH STUD C WAL
UP TO 24" NO CHANGE
SEE CIIJTLOOKER DET
I
GABLE END FRAME
16d AT 24" O,C.
SEE TPI HIB -91 FOR OTHER BRA(, RECOMMENDATIONS
TRUSS
13ljrfE C-0UNTY
BUI APPF�bGg�QNA
�4 Fn y
osssa2'�
1�131/02
2• - 16d I4AILS
DIAGONAL BRACE AT
CENTERLINE OR AT
16'-0" O.C.
4S DEC.
Optional vent 3-4 GENERAL GABLE DETAILS FOR WIND LOAD BRACING
S=3 -4=s -v
Connector plates shown am for example only. See actual truss design for required plate sizes and orientation.
Structural gable trusses will generally have diagonal and vertical members other that those shown above.
END (FACE) VIEW
as
ineering
idard
DWG# C002065035
Max. 12" eave
unless noted on
drawing.
Solid block between trusses
Gable End Truss_1VX III for nailing of diagonal brace,
attached to sheathing and
truss each end, typ.
(pica[ 2x_ strongback Truss spacings per designs.
Thaler) brace along back
ce of gable, braced with
or- 45 degree diagonal
r_ (typ.) braced to roof
wathing as shown. :....•
WALU BEARING SUPPORT
+ I Indicates stud members that require bracing!
SIDE VIEW
1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE
RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSIITPI
REFERENCED BY THE MODEL BUILDING CODES.
2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY
NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED
ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND
SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO
PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE
FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED
VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE.
3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT
EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING
INTERVAL MAY BE INCREASED TO ONLY ACCOUNT FOR THE LID LIMIT OF 50 FOR
COMPRESSION MEMBERS (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL IS 6'-3").
4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL
EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN.
5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING,
SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR
BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END.
6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR / DRAG LOADS) HAVE NOT BEEN
CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF
THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS.
ADDITIONAL STRUCTURAL GABLE TRUSS REQUIREMENTS
7) ALL ITEMS 1-6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS
APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW.
8) WEIGHTS OF ANY MATERIALS LISTED IN #5 MUST BE ACCOUNTED FOR, EITHER IN
STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD
ARE INDICATED BY "LOAD CASE #1" CHART ON THE DESIGN DRAWING.
9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS
BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED
STANDARD DRAWING TX01087001-001.
10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE
CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY.
CHO
NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND
ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL
DESIGNS.
y�
�Q
THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION
„`
SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR
-ad
®
DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER IT IS
T
THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL
IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT
r
,_�____,�Lll+7
APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO
RFSFnNS1Rg_ITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY.
y�
�Q
. 1213110E
�f CNIL �P
\\ OF cat 1F0P
.:COUNTY
G DIVISION
ROVED
3/20/2002
REF: GBA
L.M.
PEAK PLATE: 3.4 (2x4)
5-5 (2x6) _
6-6 (2x8) MAXIMUM 1'-0' EAVE WITH
8'-0' MAXIMUM BLOCKS @ 32'o.c. OR 2'-0' SAVE,
BRACE SPACING MAXIMUM, WITH 4x2 t12 OR BTR.
OUTLOOKERS CUT INTO GABLE
�t 32'o.c. 2x4 BRACE
2x4 02 MINIMUM CONTINUOUS
I� �I STRONOBACK BRACED TO ROOF
STRUCTURE AT 6'-0' MAXIMUM.
II 11 .
STRONGBACK AT; 2x4 STAONGBACK BRACED
4'-10' CLEASPAN, 70 MPH AT EVERY 6'-0' MAXIMUM
1.5-3, TYPICAL 4'-1.5'CLEARSPAN, 80 MPH
CONNECTION
MINIMUM GRADE CHORDS AND
STUDS 2x4 STUD/STANDARD.
STUDS TO BE MAXIMUM 24'o.c.
WALL BRACING PER BU
'DESIGNER.
HEEL PLATE: 3-4 (2x4)
5-5 (2xt3
6-6 (2*
BC SPLICE; 3-4 (2x4) I CONTINUOUS BEARING WALL I 2x4 CONTINUOUS BACKING
5-5 12x8) WITH 18d NAILS AT 24' o.c.
6-6 (2x8) A TO THE WALL PLATE.
SECTION A
MAXIMUM 40 PSF LIVE LOAD.
80 MPH WIND EXPOSURE C.
LESS THAN 20'-0' WALL HEIGHT.
CING DETAILS
LU
No. C4 M
CC Exp. 12/ 1
GABLE END FRAMING CONNECTION DETAILS (MIN. NAIL REQUIREMENTS SHOWN) .
2x4 SOLID BLOCK WITH 3.16d NAILS Bd AT 8' a.c.
GABLE STUD
SHEATHING TO GABLE EA, END AND 8d NAILS FROM SHEATHING /
TRUSS, Sd AT 6' o.o, TO BLOCK AT B'o.c.
AI ad A7 24" o,o.
/ 2.16d 16d
1 Y.' NOTCH @ 32' o.o.1 SOLID BLOCK �\ AT
l WITH 2.1rtOd TOE- _24'o.c.
2x4 BRACE
2-1 Od NAILED ENDr` TE ,�a®2N,1A6d _ I Y
Tv
WITH 4-16d NAILS (. a�,L �1�'19
'�ul.L INU DIVISION
APPROVED
S('AOINO UA(8 I
O C NFb� WARNING Read all notes on this sheet and give a copy of It to the &acting Contractor. �
UBC CONTINUOUS 2/11 /99 „ nn, d—U.. u I" an ro )-ch al budnutg Campunont it has tenon nasud on spoahuhons provwud by the component manulactunw end dons'A _ 1
a, cunlarwr, «icer me wrrurd versions oI TPI and AFPA doapn standards. No meponstbltdy, U assumed for drmanlik" aC WWY Dmena+ax tae I
oh b., to ho vaulucl oy no nxnprm.nt manulartwer and'a building deudnur prior to tahnCAtlon Tho building designer stall ucertam that IM bads
T ulaiyetl wr III,, dmyn motel or oawad the luadmg rmpowd by Lha local budding Lode. It a aaaumed that the top Chord Is Wmally braced by W
rad or tktur sho lthrng and the bottom chord is laterally bucad by A rigid SheAllung material duacar, attached. unless othemse noted Bracing
flu I— u, fur t„teral W{rpM of Lwnpununle manners only to redtaw buChling length. Thus compwtani than not M placed c1 any errvennmera that
,-__-_, SYSTIM *dl Cause the maawfe content of the wood *.Coad 19%and/or fault* Connector pwo Corrosion. Fobvicate. hand". intoe Yid brace ties puss In
GABLE DETAILS II?WWAL 3YSIiMS COWORAItON eroOD IRU wort the hAkTMI. alaMDU IRUSCDM MANUAL' by ING ME 'DUAUTT CONTROL STANDARD FOR META- PLATE CONNECTED
W000 TRUSSES' (08TtaI, 7/ANOUNO INSTALLING AND aMCJND METAL PLATE CONNECTED WOOD 7TM193E8' • (NIB41) and 'MMBt
SUMMARY $RLE T' by TR The Truss Pala Institute (TRI a lociiand &1 553 DOnohto Drwe. MarBson, Wisconsin 53719. The American Forest and li
CO Paper Ataocrelnrt (MPA) is located u 1260 CorwwKM Ave. NW, Ste 200. Wrulurgton. DC 20038.
s
M
W
Z
C Please contact a Truswal engineer if there are any questions.
Z
TRUSWAL SYSTEMS ,
4445 NORTHPARK DRIVE, SUITE 200
COLORADO SPRINGS, CO 80907
(800) 322-4045 FAX:(719) 598-8463
CO01003160 .
11/14/02 Users of Truswal engineering: Tx01087001
The TrusPlusT"" engineering software will correctly design the location
requirements for permanent continuous lateral bracing (CLB) on members for
which it is required" to reduce buckling length. Sealed engineering drawings
from Truswal will show the required number and approximate locations of braces
for each member needing bracing. In general, this bracing is done by using
Truswal Systems Brace-ItTM or a 1x or 2x member (attached to the top or bottom
edge of the member) running perpendicular to the trusses and adequately
designed, connected and braced to the building per the building designer (See
ANSI/TPI current version). The following are other options (when CLB bracing is
not possible or desirable) that will also satisfy bracing needs for individual
members (not building system bracing):
1. A 1x4 or 2x4 structurally graded "T" brace may be nailed flat to the
edge of the member (up to 2x6 web members only) with 10d common
or box nails at 8" o.c. if only one brace is required, or may be'nailed to
both edges of the member if two braces are required. The "T" brace
must extend a minimum of 90% of the member's length. For 2x8 and
larger web members, bracing must be done per building designer, or
2. A scab (add-on) of the same size and structural grade as the member
may be nailed to one face of the member with 10d common or box
nails at 8" o.c. if only one brace is required, or may be nailed to both
faces of the member if two braces are required. A minimum of 2x6
scabs are required for any member exceeding 14'-0" in length.
Scab(s) must extend a minimum of 90% of the members length.
3. Any member requiring more than two braces must use perpendicular
bracing or a combination of scabs and "T" braces, or any other
approved method, as specified and approved by the building: designer.
1.
"T" BRACE
/,W/-
1
EXAMPLES
90% L
0. .
2.
0
Z
camsofficaW nwordlbrace•naw.let
PLOT PLAN
5CALE: I" =30'
OWNER: RICHARD CAU151 F
3G 15 HILL5DALE
OROVII I E, CA
NOTE: 5EPTIC TANK 15 IN
GOOD CONDITION AND
WORKING PROPERLY.
TANK HAS BEEN PUMPED.
X86.0!
51—/
±IG'
151
PROPOSED
24- x 40' GARAGE I 101
old dry well
of
+1
EX15TNG SEPTIC TANK -
I
I
121- \,A
0_1x15bncj
35.7 P
NEW DRY WELL
15'
40'
exi 5tincj shop
51
L'5, D'A L E P,'O*A D
A55C55or'5 Parcel Number: v19— Scale:
Owner name: / � �, � � /1, 4,1)- 0 / (; ��, -
Address / Phone No.
Site Location:
Contact: Name
Z
Ph0 ne
',,LL STRUCTURES AND EQWPF�f.,EN71 INCLUDIM3-
OVERIAPANC-s SHAILL 2"E OLEAR 0-7
� ALL Z-AGE-,"!,Ev'�TS,
A SE FT, F-C!T7 9-
FF7. FROil3u TL' -IM R V-0—
F'r- FRCA THE FICA D"81HALL 019�'
El -9;4 OF STRUCTURES AkJDEQU'5HtA2NT EXCErAV
'OR A 2 FT EAVE OVERHANO.
®p7.
U.'rTF-CC)- FIRE CALIR r)Ep-r. ofFORE,SaPPr011ed as submittediy
a i
approved
P;
PPrOved With Condition.
f1pr
r attached sheet
.0t:r 2i"eIl
Mitchell's Bul
ng Materia Wareh
n A
P• � NX ,
. BO1038 . Ouse
Gridley, CA 915948-1038 J
(530) 846-4409
/J— /Cp
FOR OFFICE USE ONLY
Zoning:
General Plan Design:
Size, Acres
d
j
DL
• lir h;
� � r
.�p4
r L) 1 Q S Aa S., <
N
I V
MOM
APN 068-330-018 RICHARD CAUBLE
361 5 H I LLDALE
OROVILLE, CA
533-0815
0
N
91
-� 41
4.
Je 'tchell
i Mitchell's Bui i aterials Warehouse
4' P -O. Box 1038
Gridley, CA 95948-1038
(530) 846-4409
`1 -US
TRU55E5@24" O.C.
12
30 1R. DIMENSIONAL ROOFING O/
4 15# FELT O/ 7/1 Gil OSB
OVERLAP T.P. 2X BLOCKING
@ CORNERS 4X 12 4X 12
DBL. T. P.
2X4 TRIMMER TYP
2X4 P.T. 2X4@ 1611 O.C.
51 LL PLATE\ fill 11 11 11 11 11 111 111 11 11 11 11 11
FIN. GRADE
51DING NAILING: 8d HD GALV. 4" CORNERS, 8" JOINTS, 12 FIELD CONCRETE FOUNDATION
5HEARWALU ROOF NAILING: 8d HD GALV. 6"EDGE5, 12" FIELD
TYPICAL SECTION FRAMING
SCALE: 1/4"= P-0"
2X4 @ 16" O.C.
2X4 P.T. 51 LL
112"0 X 10" FDT BOLT @ 6" O.C.
W/2"X2"X3/ 16" 5TL. PLT. WASiHERS
a
Z �I d .�TImIT
FILL
#4 REAR
N
Fc=2500 psi
2" MIN.
FOUNDATION DETAIL
SCALE: I"= P-0"
po'qiQ, a
Jer tchell
Mitchell's Bu' ing Materials Warehouse
P.O. Boz 1038
Gridley, CA 95948-1038
(530) 846-4409
`-1 - a (o - OG
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13
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DOUBLE TOP PLATE
7/1 G" 5HEAR OSB PANEL ONE 51DE
OF WALL FROM BOTTOM 51 LL PLATE
TO ROOF SHEATHING NAILED Gd@ G: 12.
2X4 5TUD5 @ I G11 O.C.
2X4 P.T.D.F. BOTTOM PLATE
12" X 12" FOOTING
112"0 FOUNDATION BOLTS 4 EACH
112" REBAR 2 RUN5
4'BR.,ACED WALL DETAIL
11211 = 11-011
Mitchell's Buils&i i'Maternals Warehouse
P.O. Box 1038
Gridley, Cts 95948-1038
(530) 846-4409
",—Q(o-C`J
30 YR. C
0/# 15 3G" FELT U/ 51 AGGERD
7/1 G" 0513 SHEETING
FACTORY -BUILT TRU55E5@24" O.C.
SCALE: 114"= I '-0"
2X4 OUT -RIGGERS
@ 24" O.C.
:11's Bui' :.aa; :?riaterials Warehouse
P.O. &x 1838
ridley, Ct'. 95948-1038
(53, Oo16-4409
`1- Q Q-1 - 0S
k
FIN. G
FRONT ELEVATION
SCALE: 114"= 1'-0"
I All \/ I nil /-AGI C\/ C R I T
RIGHT ELEVATION
SCALE: 114"= P-0"
D>age
Jer 'e11
Mitchell's 13 ' g Materials Warehouse
P. . Box 1038
Gridley, CA 95948-1038
(530) 846-4409
REAR ELEVATION
SCALE: 114"= P-0"
7/1
I All v I Q11 /`AGI c I /CA IT
LEFT ELEVATION
SCALE: 1/4"= 1'-0"
Page. �
Jer . itchell
Mitchell's Bu ding Materials Warehouse
P.O. Box 1038
Gridley, CA 95948-1038
(530) 846-4409
J. GRADE
- a� =oma
v
_
5' d
I PROP05ED
35.71'
I
NEW DRY WELL
24' x 40' GARAGE ± 15'
PLOT PLAN
SCALE: i " =30' 0 I old dry, well —J 40' APPROVED
N I o Butte County
OWNER: RICHARD CAUBLEt ILD
3G 15 HILL5DALE -H ext tm —
OROVILLE. CA
EXISTNG 5 PTIC TANK 9 shop
12' 5EO
-
-
_ I aU�FA1Ty _
NOTE: 5EPTIC TANK 15 IN I J 19 2
GOOD CONDITION AND exerting house CQ(/Nry OQS
WORKING PROPERLY. �E/yrER
TANK HA5 BEEN PUMPED. �: _ �RI(/S
1
N
}1 '
:.'123.6J
ROAry O
Mitchell's Building M mita,,,'r
. Mate -
Boz 1 Ce
Gridley, CA' 9,594
(530)-846-44C
A55e55or'5 Parcel Number: axcq— Scale: FOR OFFICE USE ONLY Provide for all
Owner name: adjacent parcels .
Address / Phone No. 3Gjs'� /��G Cf�/�� �� �/G�� ���y� �.; a� a�/� Zoning: size (ac- --.
Site Location: S General Plan Design: gennplan
Contact: Name Phbne: Size, Acres uses:
C
tv 4z,
.ell c
co
.71
6W
C
tv 4z,
.ell c
co
.71
s
;t
N
1Pagc �
40'
-1
A BRACED WALL PANEL TO BE 8" O.C.
4X8 LP SMART BOARD W/ 6d @ 6 : 12
11211 x 10" ANCHOR BOLTS 6' O.C.
W/ 2"X2"X3/ 16" 5Q. WASHERS; 12"
FROM ENDS AND JO1NT5 OR USE
51MP50N MAS FOUNDATION ANCHORS.
A
4
4' A
20'
In
SWIM
APN 068-330-018
FLOOR PLAN
SCALE: 1/4"= P-0"
"-4" THICK SLAB
* 12" X 12" FOOTI N G
*6XGX 10X I0REME5H
*
1/2" REBAR 2 RUNS
APPROVED
Butte County
a'►vi�%men�Health
� ,DaG��
Signature '
N '
- 3068
A d -
16X7 SECTIONAL DOOR
- 4'
3 1/2" X 12" GLB
/A\ 4'
RICHARD CAUBLE
3615 H I LLDALE
OROVI LLE, CA
a,�12 nAIr,
Jerry A itcheU
4, t Mitchell's Building Materials Warehouse
P.O. Boz 1038
Gridley, CA 95948-1038
(530) 846-4409
-)- -OS
C
. .r
-4
51
I MOP05ED
24' x 40' GARAGE 10
38.7 P
I
NEW DRY WELL
± 15'
PLOT PLAN
SCALE: I" =30' 1 old -dry well ` 40
OI I un
OWNER: RICHARD CAUBLE 1 a�
3G 15 HILL5DALE #i exi ting shop
OROVILLE, CA EXI5TNG 5EM-C TANK
I
12-
51
NOTE: 5EPTIC TANK 15 IN I
GOOD CONDITION AND . existing house
WORKING PROPERLY.
TANK HA5 BEEN PUMPED. .4
N - I
fi .
— —
L"S mA1. R0A=0..
Assessor's Parcel Number: Scale:
Owner name: ��G�g� Cl
Address / Phone N0.
Site Location:
Contact: Name Phone:
PLANNING DIVISION - BUILDING P N APPROVAL
Use: Date: 0 =`
Parking: Landscaping:
Other:
Signature: a�
BUTTE OU -_VY
-SU 10IN0 DIVISION
APPROVED
• ry • c ell
Mitchell's Buil n :Materials Warehouse
P.O. Box 1038
Gridley, CA 95948-1038
(530) 846-4409
FOR OFFICE USE ONLY
Zoning:
General Plan Design:
Size, Acres
Provide for all
adjacent parcels
size (ac):
zonin��
gen..plan
uses:
N
d'
N
20'
:•
2 1 '-2"
APN 068-330-018 RICHARD CAUBLE
3G 1 5 H I LLDALE
OROVILLE, CA
533-0815
3068
PcLc c i
O
N
BUTTE COUNTY
5� ILDING DIVISION
APPROVED
Jer 'hell
Mitchell's B ing Materials Warehouse
. Box 1038
Gridley, CA 95948-1038
(530) 846-4409
`►-ate-GS
TRUSSE5@24" O.C.
12 30 YR. DIMENSIONAL ROOFING O/
4
F-, 15# FELT O/ 7/1 G" 055
OVERLAP T.P. 2X BLOCKING
@ CORNERS 4X 12 4X 12
DBL. T.P.
2X4 TRIMMER TYP
2X4 P.T. 2X4@ I G" O.C.
SILL PLATE
FIN. GRADE
51DING NAILING: 8d HD GALV. 4" CORNERS, 8" JOINTS, 12 FIELD CONCRETE FOUNDATION
5HEAKWALU ROOF NAILING: 8d HD GALV. G"EDGES, 12" FIELD
TYPICAL SECTION FRAMING
SCALE: 1/4"= 1'-0"
2X4 @ I G" O.C.
2X4 P.T. 51 LL
112-0 X 10" FDT BOLT @ G" O.C.
W/2"X2"X3/ 1 G" STL. PLT. WA5HE
a �-
-7
z .�TI�111 a �I�T FILL
#4 REBAK
CV
Fr -=2500 psi
2" MIN.
FOUNDATION DETAIL
SCALE: I"= P-0"
plc a
i
BUTTE COUNTY
BUILDING DIVISION
APPROVED
Mitchell's Bung Materials Warehouse
P. Box 1038
Gridley, CA 95948-1038
(530) 846-4409
:_1 - a to - OG
DU5LE TOP PLATE
7/1 G" SHEAR 0513 PANEL ONE 51DE
OF WALL FROM BOTTOM 51LL PLATE
TO ROOF 5HEATHING NAILED Gd@ G: 12.
2X4 STUDS @ I G" O.C.
2X4 P.T.D.F. BOTTOM PLATE
12" X 12" FOOTING
112"0 FOUNDATION BOLTS 4 EACH
112" RE13AR 2' RUNS
4'BRACED WALL DETAIL
11211
/2" = 1 '-0"
BUTTE COUNTY
BUILDING DIVISION
APPROVED
Jerry chell
Mitchell's Buil ' Materials Warehouse
P.CK Box 1038
Gridley, CA 95948-1038
(530) 846-4409 .
,1-'D('0_OS
30 YR. C
O/# 15 66" rr-L I U/ :) I AC UML)
7/1 G" OSB SHEETING
FACTORY -BUILT TRU55E5@24" O.C.
SCALE: 1/4"= P-0"
2X4 OUT -RIGGERS
@ 24" O.C.
3UTTE COUNTY
'ILUING DIVISION
APPROVED
Jef-i+—el 1
,11's B ':'aa Y 'Materials Warehouse
P.0. Box 1038
'ridley, CA, 95948-1038
(540; Si E4-4409
-�-QQl--c5
FIN. G
FRONT ELEVATION
SCALE: 114"= P-0"
1 All %/ .I QII /^AQIC 1/CRIT
RIGHT ELEVATION
SCALE: 114"= 1'-0"
paqc—
BUTTE COUNTY
BUILDING DIVISION
APPROVED
jil-Aig
ell
Mitchell's Materials Warehouse
Box 1038
Gridley, CA 95948-1038
(530) 846-4409
"-I - Q(o ' - US
REAR ELEVATION
SCALE: 1/4"= 1'-0"
7/1
1 All W I Oil /- A ?M 1 C% /CA IT
LEFT ELEVATION
SCALE: 114"= 1'-0"
Page. �
TTE COUNTY _
DING D1101
ePPROV
Jeell
Mitchell's B4 *diiniggMaterials Warehouse
P.O. Box 1038
Gridley, CA 95948-1038
(530)846-4409
J. GRADE