HomeMy WebLinkAbout047-510-00547-51-5
icha7rd Sipes
lit E/ 'Qqck Creek Dr.,app.200'N.of
Rock'C-teek Rd. Chico
'*rt-�59
U-4 -7
Permit 2-8 ip,,E�ati I. MH)
ELEC. a14
GAS
U' 047-510-005
SUPPORT STRUCT RE*J�REQ. GIBSON, DANIEL
_Ata
03AG 116
0
COMPACTION TEST REQ),- ,
- 3020 ROCK CREEK CHICO
47-51 AG. BLDG. (301 X 4'
Contr: 0)
Gavetl-s SernMagalia
Permit#3,7,07 81MHI
I s s_a-e-dj;��
47-51-5
Perm* 146 -88P,E(MH relocate util)
ELEC.
GAS Z (4
SUPPORT STRUCTU E RE 9
COMPAftION TEST REQ.
71-
-51-05
-51-05
302t Rock Creek�
�D_-. C ico
Val
0 ut:: Aal 1.e)�.�,Qipe s (A I Carl)
ermit _88�_Initall MH)
S
ISSUE
47-51-05 2911-90B
SIPES, Joe & Marian
3020 Rock Creek Rd, Chico
Contr: North State Aluminum
(awning/MH)
047-510-005 04-2499
GIBSON, DANIEL PERMIT RENEWAL
3020 ROCK CREEK DR, CHICO
Cont: UNKNOWN
NEW SINGLE FAMIL)
i_-'XP1RES:S_
0
n
,W.-- -+
NOTES
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RESIDENTIAL
PERMIT NO. 047-5 10-00' 04-249§
GIBSON, DANIEL
3020 ROCK CREEK DR, CHICO
2
Cont: UNKNOWN
NEW SINGLE FAMILY
PERMIT RENEWAL
DATE:- �_.3_ok
BP#_b tf-Zqq?
EXPI"S: 8— 24-0 7
I I/
l*-rrLRcror--.' I
*,Vw\ 51 fv\citq C5
SPECIAL CONDITIONS
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
A -V6-3
J
OFFICE COPY
Address
GAS
Meter BY--� Date—
ELECTRIC
Meter By Ibc— Date (-9-6-7
L 7-1501P loocz
lJOB FINALED (Dat
jt
Signature
7r
7
4 = OK
0 = Not OK
- = NotApplicable
- = Not Ready
7. Well Clearance & Disconnect
MOBILE HOMES
Date
MOBILE 140ME,UTILITIES (Plans) OK except #s
3.
1 .
Zoning Req uirements-Setbacks- Easements
Date
-2.
Soils; Special MH Support Sketch
Card B-1 Date Card B-1
3.
Sewer; Location -Test -Fall -C/0 -Concrete
Electric
4.
Water; Location-Test-EasemeTt Needed (Sketch)
--------------
5.
Electricity; Location-Clearances-Grnd-/ /Amp-Conciete
Roof; Shthg-Roofing
6.
Gas; Location -Test -Wrap;-/ /" L 'ft.
/ /' Nat. or/ /" L "ft./ PLPG
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #Is
7. Well Clearance & Disconnect
Zoning Req u i rements-Setbacks- Easements.
8. Utility Clearance
Footings; Soils-Size-Depth-Spacing-Conne.,,tors-SteeI
3.
Decks, Girders and/or Joists -Decking- Braci ig -Stairs- Rai Is
4.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #s
Electric
1. Zoning Requirements -Setbacks -Easements
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
2. Footings; Size -Spacing- Marriage Line
Siding; Naili ng -Veneer -Stucco- Mesh
3. Gas; MH Test- Demand -Valve -Con nector
Roof; Shthg-Roofing
4. Electricity; MH Test -Crossovers -Breakers -Clearances
Ext.; Steps -Doors- Land i ngs
5. Drain; MH Test -Fall -Flex Connector
Braced Wall Panels
6. Water; MH Test- Regu lator-Con nector
7. Water and Sewer Connected -C/O to Grade -HD Approva-
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 Ca�d B_-1
Date
PERMANENT END SYSTEM (ONLY)
1 - Zoning Req u irements-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 Connecte-d
8. Gas and Electricity Tagged
9. Exits
-10.
License Decals
-
11. Verify A's with Office
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #Is
1 .
Zoning Req u i rements-Setbacks- Easements.
2.
Footings; Soils-Size-Depth-Spacing-Conne.,,tors-SteeI
3.
Decks, Girders and/or Joists -Decking- Braci ig -Stairs- Rai Is
4.
Wood Awn.; Posts- Beams-Rftrs-Connectors
Shthg - Frg- Bracing
5.
Alum. Awn.; Col um ns-Connections-Spi -ice-Decal- Enclosures
6.
Carports; Wind2ws-Doors
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Naili ng -Veneer -Stucco- Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors- Land i ngs
12.
Braced Wall Panels
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date POOLS (Plans) OK except ft
1 -
Setbacks- Easements
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals- Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip�Heater
8.
Elec.; Grounding; Equip. w/5' Circulating EqLip.-Pool Lghtg.
Boxes- Enclosures- Panel boards -I ns. 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 F-_1
A,
F
�_y
4 = OK
0 = Not OK
- = NotApplicable RESIDENTIAL (Single & Duplex)
. = Not Readv
Date FRAMING
(Continued)
Date
UNDERFLOOR (Plans) OK except #s
OK
g _,Zo-n i ng -Setbacks- Easements- Qq* -Slope
4,9-��ace
Main; Soils-Elec. Gmd. _/ k1i" Ftg. Dep h
4
qr'T-tq., Garage; Soils-Steel-Elec. Gr6d.-Lq r Ftg. Depth
V
t14. F;h., Earches & Decks; Soils -Steel-/ Ftg. Depth
.52.
III Main; Steel -6 lockouts -Wrapped
�3.
j,0 Garage; Steel- Blockou_tpAlrappecl
54.
,&(E- �oDowns and Special AnGh'6-rs
,58�`§t�irs;
16�lab, Steel -Wrapped
56�-�wwood
8. Piers -Fireplace Ftg.-Steel
57.
LR_�WY.-Fall-Fitting-Test-2 Way C/0 -Sewer Test
11Z.
Ir' '9F, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
1�1. Water Pipe; Test -Anchors- Reg ulator-Service Test
12. Elec
Iric Underground
_6900?Shear
t9-Vrenums & Ducts; Clearance- MaterLaLSu pport-I ns.
61'. Brace Interior/Exterior Wall Panels
4oist-sVent_4Xrippies
04*."Girders-Sills-Anchor BoltC
16,--Kc-cess & Ventilation -0 j4ee�o S "0,=.R_f=LmR_
16. Insulation ftj6cWp.QICAL C-CE;_,-7YZtcAL_
DatetpqZ-O&
CardB-1 (JZ6 S. Date Card B-1
Date
-
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
1L,�aterj;ltr.; Vent -Access -Combustion Air Baffle
18,-Yoler pipe; Test & Anchor -Nail Protection
19,A?'VTV.; Test Fittings & Anchor -Nail Protection
20. Shower Pan; Test, First Floor -Tub Access
0
0 C_ L+-rekst-Tub & Shower, Second Floor -Tub Access
22ebas Pipe; Sixe & Anchors
23. Fire Sprinkler; Test
Date
dg,, Card B-1 Date Card B-1
Date-
-7 Card B- 1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
24. Fixture & Transformer Clearance -Ins. Protection
25e-Ere-cReceptacles Spacing -Lights & Switches at Doors
26--Slre-Boxes & No. of Conductors Stapled
27.-Fro-mex Installed Close to Edge of Studs & CJ
2j,,EtSp. Ground made up w/Mech Fasteners -Bond Gas & Water
295-2 Appliance Circuits in Kitchen & Conductor Size GFI
30-. Subfeed Wire Size/ /ga. Cu or Al-A.C. Wire Size/ /ga Cu or Al
31. Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or Al
ln!��d Neutral CI Yes Q No
32 -Service -Riser Conductors & Ground Main Disconnect
23.. E��Iearances Panels-Motors-Mech. Equip.
34do'Clothes Closet Light -Shower Light -Spa Light
3�;�rmoke Detector
Date/2
0 1W
.12 Q 46Yd B
0, -1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MEC±IANICAL (Permit) OK except #'s
30&0'^.C. Ducts Insulation & Support
erf. Vent Fan, Exhaust above insulation
38. Condensate Drain & Overflow, Size & Grade
39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet
40. Attic Access & Platform if Furnace in Attic
Date
& Card B- 1 Date Card B-1
Date
- -rard B-1 Date Card B-1
Date
FRAMING (Permit) OK except #'s
41. Sills Proper Materials & Anchors
42, Walls Studs -Nailing Spacing & Braces -Plates -Sound
43. Bearing Walls over Girders & Floor Nailing
4kOlr-aft Stop in Walls (rat pr000
4,5- �ireSjSjs, Furred Ceilings -Stairs -Chasers -Tubs
4&.-Il-eaders & Beams -Size & Bearing
Date FRAMING
(Continued)
.
Wai�gers-Post Caps -Anchors -Connectors
OK
gjigg. Joist Rftr. Ties- Purl in -Roff Brac.-Truss-Shting.-Rtng.
4,9-��ace
Ties or Type A FlueTireplace Throat Clearance
501'-At�c
Access; Size & Romex Protection- Draft Stop -Ins. Baffles
5�,.�clrm.
Windows or Exiting Doors -Sill Ht. & Dimensions
.52.
Garage Fire Protection Framing -RC Channel
�3.
Property Line Firewall & Openings
54.
Ext. Doors -One T -Check Garage 3rd Story, 2 Exits
,58�`§t�irs;
Width - Headroom- Rise- Ru n- Landing- Fire Protection
56�-�wwood
on Roof Overhang -Attic Vents -Rafter Outriggers
57.
§iOng-Nailing Veneer
S �o Mesh -Drip Screed -Fd. Vents-UnderfIr. Access
AFea
G!§� -Glass Protection -Skylights -Plastic
_6900?Shear
Walls; Nailing -Bolts
61'. Brace Interior/Exterior Wall Panels
62. Insulation -Walls -Ceilings
63. Infiltration -Walls -Windows
Datea,j L7 Card B&III-7
a Date Card B-1
Date Card BA Date Card B-1
Date fjhLAL0ans) OK except #s
��!�teps-Door & Sidelight Protection -Landings
-n,,,8.roo<e Detector
6&. -'Furnace Vents -clearance -Comb, Air -Connector -
In Qa=e; Above Floor- Ducts- Mech. Protection
/"6&,1G_F-1. & Bath Fixtures & Tub Access-Soa
69'.-Eler-TLim & SubDanel. Breaker Sizes,& Labels
.k:��Xrs &Rails
V-01Fireplace or Stov<Clea� �h
72--n-ec_.Qutlets at Wood Panel, Int. & Ext.
79-11M. faxt. & Appliance; Ground -Air -Gap -Cooking Clearance
��Iec. Outlets & Receptacles at Kit. Counter
75. Garage Fire Door; Swing- Land i ng -Closure
76. A.C. Duct in Garage -Damper
77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
ins-�Above Floor-Mech. Protection
76-`Plb.:,Elec. & Mech. EauiD. Listed for Location
79. �*c. Receptacles in Garage (F.F.I.)-Romex Protection
W 1�21�alion- Foam- Looked in Attic
&1-��ails & Deck Construction -Post Caps
132-!�dn. VBents & Crawl Hole Door Drainage & Wood -Earth
Cle�pdnce Looked under Floor 0 Yes
83. Fjo(owing Instld./Drive Q Yes D No/Walks 0 Yes 0 No/Planters 0 Yes Q No
@4 -*Stucco Brown -Finish
Electrical- PI umbi ng
84 -Vents �Kve Roof, Plbg-Appliance-Fireplace-Clearance to Openings
87. WpKer Well, Disconnect, Electrical, Plumbing
89*,"Ext��Elec. Trim, G.F.I. Receptacle -Underground
aa--venfilaflon Throuahout House
94_-e�b-rrections from Previous Inspections
92.
Gas Te>sKe-ters Tagged, Gas -Electric
93.=��r
& Sewer Connected -C/O to Gracle-HD Approval
':&rEnergy
Compliance Certificate -Other Certificates
95.
Address Posted
96.
Fire Sprinkle
�ate_ -,0'7Card
B-1,��' Date Card B-1
Date6' ,aard
8 -1 Date Card B-1
Date
Date Card B-1
Comments at Final:
CO IUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 C�unty.Center Drive * Oroville, CA - (530) 538-7541
CORRECTION NOTICE
; /- 50
6WNER r" PERMIT'Nb.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please call for re -inspection when correction of
work is completed. If you have any questions pertaining to this matter, or need additional
explanation, please contact the Building Inspector as indicated below.
.
Date z Inspect 'r
REV 4/05 Phone4
E-INS`PECTI`ONCA`LL5�38-7636 �®R 8�91-283�4
_ �FOR �R
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
*,7 'County Center Drive 9 Oroville, CA (530) 538-754t�
CORRECTION NOTICE
- P-6E9L 0
i� (a
OWNER PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. , Please call for ie -inspection when correction of
work is completed. If you have any questions pertaining to this matteri.or need additional
explanation, please contact the Building Inspector as indicated below.
4,
T
13 A
t
V %C/
_069 Inspector
Date%X 4�_Q� I
REV 4/05 Phone #
FOR RE -INSPECTION CALL: 538-7636 OR 891-2834
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES "A
7 tounty Center Drive * Oroville, CA * (530) 538-7541
CORRECTION NOTICE
J';z I ::Z&-/ 1/ 61 T -<24 T 7 7 .-K
OWNER PERMIT NO.
A
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address'and should be corrected. Please call for re -inspection when correction of
work is completo. If you have any questions pertaining to this matter, or need additional
explanation, pl"se contact the Building Inspector as indicated below.
6ry 0z' -)7-2/_,X/,— 4,Z111A1
7—
r5 "0.1
A7z�gk
oy
I /
Date 5'-07 Inspector zle �J
REV 4/05 Phone#
FOR RE -INSPECTION CALL: 538-7636 OR 891-2834
06/14/200f'THU 19., 33 PAX IZ0011001
INSULATION CERTIFICATE IC -1
Number an(j Street Uty
Description of Installation
1. ROOF
Material Brand Name
Thickness (inches) Thermal Resistance (R -Value)
2. CEILING
Batt or.Blanket Type Brand Name
Thickness (inches) Thermal Resistance (R -Value)
Loose Fill Type Brand Name
Contractorts min installed weightift, lb Minimum thickness' inches
Manufactuter's installed weight per square foot to achieve Thermal Resistance (R -Value)
3. EXTERIOR WALL
Frarrid Type
A. Cavity Insulation
Material Brand Name
Thickness (inches)_ Thermal Resistance (A -Value)
6 . Exterior Foam Sheathing
Material - * Brand Name
Thickness (Inchesl Thermal Resistance (R-Vallue)
4. RAISED ' FLO 0 F4
Material
ardrid Nami
..... 4E
Thickness (inches) _—Z -T.hermal Resistance (R -Value,%
Z, SLAB I'LOORTERI METER
MateriW
Thickness (inches)
Peirimeter Insulation Depth (inches)
6. FOUNDATION WALL
Material
Thickness (inches)
Declaration
Brand Name
Thermal Rogirtance (R -Value)
Brand Name
Thermal Resistance (R -Value)
I hereby cenify that the above insulation was installed in the building at Oe above location in conformance
with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code.of
Regulations) as indicated an the Certificate of Compliance, where applicable.
Itern #3 Signature, Uate Installing bubcontractor Ko. NaLmol 09—
Genefal Contractor (Co. Name) OR Owner
I iem 'd—s— 9—igii-ature, Date (nst—siFin—g-s-u-bcontractar—TC5s Name) OR
General Contractor (Co. Name) OR Owner
ltein—_� s — Signatvre, Date -
Revised July 1995
A
Installing Subcontractor (Co. Nam91 UK '
General Contra= (Co. Name) OR -Owner
06/18/2007 MON 11:39 FAX 530 477 979t SRS SIP HOE SYSTEMS INC
Jun 18 07 11:07a
ttN� - I
IN STALLAT10N CER1 lf�XCXrE (Page 12 of 12) CF -6R
S',tL Add r0!3!0a_()
Permit Numbcr
6Lk- )�AR0A
Comity Subdivision 11;�
LOINambc,
Description orlasulation(VerFuerly1c-1 riorm)
I. RAISEDTLOOR
Material
Thickness Cinches)
SLAR FLOOWPERIMETER
matclial
Thickness (inches)
Pciimeter Imulation Deptli (inches)
I EXTERIOR WALL
lFmm Type
A Cavity la�s_ulnfion
Material
Thick-ness (inches)
B Exterior lFoam Sheathing
Material --125 D ) n nF;
Thicloiess Onches)- ZLI.�5j)
4 FOUNDATION WALL
matelial
Thickness Cinches)
5. CMLING
Btand Name
Theimal Rcsistance ( -Value)
Brand Name
Theraial Itzsistanec (R -Value)
Brand Name
Thcrmal R=Lstancc, (R-Valuo)
Bmnd Name,
ThMnal RcSiSMMO (R-Vallkt) F
Biand Name
Thermial Registalwe (R-Valut)
Bad or Blanka Type B na nd Narne
Thickness (inthes) Thetmal Resistance (R -Value)
LooscRITypt Brand
CorittuctV6 min installed NveigfittiV _lb Minimum thickness inches
Manufacturct's installed weight per sWair fool 10 achieve Theimat Wsuuice (11 -Value)
5 ROOF
matelial ermeuxo_� RoAaad Nam
Thickness Uncbcs) Thermal ResWarm (R-Valuc) 'Wz:ZO
,;Ition
'/UrIh=byceft4dwtftuWvzhnW smiled in t4oullding tit the obovo location in cQnrWmLw= with the
cu nent rdvr& Zric ieng, Slandat & for �bwunp ��, Pai 6, Cilirornia Code of Regulatiozis) as indicated
on flic Ccrtirkate or conipmmce, where ;;bjle
Item lis
(if applicable)
siatta
las(411ing Subcontmctor (Co. Narne) OR
Germml Coninw-tor (Co, Mmie) Ott Owner
OIL Window Distributor
Itern #S
Dita'
lastalling Subcanirador<Co Nania) OR
(irappli b%�
(1
General Conuuctor (Co Name) OR Owftr
-Z
OR Window Distributor
Item 93
Signature Date
Installing Subcon=or (Co Name) OR
(ifopplicabir)
Geacral'Confthetcr (Co Name) OR Owner
OR Window Distribt4or
Refidenfiol ConqAtancePotwir . April 2003
NO2/002
P. I
14
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION.#:* (630) 638-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICEM (530) 538-7541
PERMIT NO.
BP042499
I PERMITS BECOME NULL AND VOID I YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS.
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 Number:
Date: — . Contractor
OWNER -BUILDER DECLARATION
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).):
1, as owner of the property, or my employees with wages as their
sole compensation, will do the work, and the structure is not
intended or offered for sale (Sec. 7044, Business and Professions
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.).
? 1, as owner of the property, am excl usively contracting with
L licensed contractors to construct the project (Sec. 7044, Business
and P.rofetsions 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.).
Q 1. am Exempt under Article 3 of tlAftslpefis and Professions Code
Date:S4 ol-Ai Owner: L�
' WOIRKERS'COMPENSATIOINY DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
0 1 have and will maintain a certificate of consent to 'self -insure for
workers' compensation, as provided for by Section 3700 of the
Labor Code, for the performance of the work for which this permit
is issued.
El I have and will maintain workers' compensation insurance, as
required by Section 3700 the Labor Code, for the performance of
the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier:
Policy
I �tJCF-�. I certify that In the performance of the work for which this permit is
issued, I shall not employ any person in any manner so as to
become subject to the workers' compensation laws of California,
and agree that if I should become subject to the workers'
compensation provisions of Section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
Date:
Applicant:_
WARNING: Failure to secure workers' compensation coverage is
unlawful, and shall subject an employer to criminal penalties and one
hundred thousand dollars ($100,000), in addition to the cost of
co�npensation, damages as provided for In Section 3706 of the Labor
code,-4iteireest, and attorney's fees�—
CONSTRUCTION LENDING AGENCY This
I hereby affirm that there is a construction lending agency for the Resi
performance of the work for which this permit is issued (Sec 3097 Civ.)
Name:
Address:
Issued Date: 08/29/2005 APN: 047-510-005-000
Site Address: 3020 ROCK CREEK RD CHI
Map Index:
Description: NSF(3288)COV(289)
Owner: GIBSON DANIEL J & RIA A DANIAL
3020 ROCK CREEK RD
CHICO, CA
95973
(530)343-1108 (530)343-3079
rtortree@chico.com
Applicant: GIBSON DANIEL J & RIA A DANIAL
Contractor:
License M
Architect:
�Engineer:
Total Square Ft: 3577 S.F.
Valuation: $218,344.00
Census Code:
etc qo,(O�qv-
0 Nq-7,-7
.by issued under the app�icable provisions of the Butte Countj Code
work indicat,9d aqjaye fV/wbich fees have been paid. I
EXPIRES 0
,-;v?1oS—
0 1 hereby certify that the use of this facility shall comply with Sections 25505, 2553i, and 25534 of the California Health and Safety Code, which regulate the storage,
handling and use of hazardous materials.
0, Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project.
0 Attached are copies of the required E. P.A. notification forms.
I hereby certify that I have read this. application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with
all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of ny official form or doc ent of Butte County. I hereby
'#uthorize representatives of Butte Counti to enter upon the above mentioned property for inspection purpos( A
Print Name: Signature:
Date: C-6 5
Own' er 0 Contractor Q Agent for Owner El Agent for Contractor
BALANCE -OF FEES SHEET
DATE'
PERMIT 4:
ASSESSOR PARCEL if -
oWNEWS NAME'
FEES (Amount and Purpose):
BALANCE OF FEES"
ADDITIONAL FEES:
RFVISED*PLAN CHECK:
SHERIFF FEE (commercial only):
SRA:
or more)
copy FEES (Si -o
DRAINAGE BASIN -
BC RESIDENTIAL INIPACT
County Wide Chico Urban
Et Medio _ North Chico SPecific
WATER TENDER FEES $ BATTALION #
FEMA $
S
SMIP
OTHER S
RECEIPT NUMBER(S)
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION.V (530) 638-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICEM (530) 538-7541
PERMIT NO.
BP042499
PERMITS BECOME NULL AND VOID I YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS.
LICENSED CONTRACTORS DECLARATION
I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/29/2005 APN: 047-510-005-000
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. Site Address: 3020 ROCK CREEK RD CHI
License Class License Number: Map Index:
Date: Contractor:
OWNER -BUILDER DECLARATION Description: NSF(3288)COV(289)
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 Owner: GIBSON DANIEL J & RIA A DANIAL
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 3020 ROCK CREEK RD
the Contractor's State License Law (Chapter 9 commencing with Section CHICO, CA
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 95973
violation of Section 7031.5 by any applicant for a permit subjects the (530)343-1108 (530)343-3079
applicant to a civil penalty of not more than five hundred dollars ($500).): rtortree@chico.com
1, as owner of the property, or my employees with wages as their
sole compensation, will do the work, and the structure is not
intended or offered for sale (Sec. 7044, Business and Professions
Code: The Contractors' State License Law does not apply to an Applicant: GIBSON DANIEL J & RIA A DANIAL
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.).
1, as owner of the property, am exclusively contracting with
licensed contractors to construct the project (Sec. 7044, Business
and P ' rofe�sions 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.). Contractor:
1 am Exempt under Article 3 of and Professions Code
Date: Owner: -- =
I WOIRKERSI COMPENSATIOJIDECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
1 have and will maintain a certificate of consent to self -insure for License M
workers' compensation, as provided for by Section 3700 of the
Labor Code, for the performance of the work for which this permit
is issued.
Q I have and will maintain workers' compensation insurance, as
required by Section 3700 the Labor Code, for the performance of Architect:
the work for which this permit is issued. My workers' compensation Engineer:
insurance carrier and policy number are:
Carrier:
Policy M Total Square Ft: 3577 S.F.
I certify that in the performance of the work for which this permit is Valuation: $218,344.00
issued. I shall not employ any person in any manner so as to Census Code:
become subject to the workers' compensation laws of California,
and agree that if I should become subject to the workers'
compensation provisions of Section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
Date:
Applicant:_
07 -7
WARNING: Failure to secure workers' compensation coverage is
unlawful, and shall subject an employer to criminal penalties and one
.hundred thousand dollars ($100,000), in addition to the cost of Z;� 3
compensation, damages as provided for in Section 3706 of the Labor
-code, interest, and attorney's fees._ 7-�
CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte Cou)n�yCode a d/o,
I hereby affirm that there is a construction lending agency for the R4esolutio do work ind' I d f hich fees have been paid.
performance of the work for which this permit is issued (Sec 3097 Civ.) I X.� I
Name: B Date, 7a
PE XIT -1
Address: R P RES ON:
U-
0 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage,
handling and use of hazardous materials.
0 - Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project.
C3 Attached are copies of the required E. P.A. notification forms.
I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with
all county and state laws relating to building construction. I acknowledge it is un'awful to alter the substance of ffi ' I form or do ent of Butte County. I hereby
uthorize representatives of Butte County to enter upon the above mentioned property for inspection purpose c
-Print'Name: Signature:
P
C ate:
Q Own' er 0 Contractor EI Agent for Owner El Agent for Contractor
PLAN REVISION/RETURN
Owner's Nam,7D:��\
BP#:
Date:
Contact Person & Phone Number: _j
AP#: b � I - 5 ) 6 , o
Received By:
Time:
�50
PURPOSE OF RE -SUBMITTAL OR REVISION
0 Permit Application Data Sheet Item
? (C
C110
P n Revision
1
*Requested by Building Inspector's Correction Notice – Inspector's Name:
Lu L�0, hoylo(-
0 Requested by Plan's Examiner –Plan Examiner's N e:
V1
L)t&q-f ah�&r mc�a&P�A
0 Other:
*If revising a plan which has already been issued, submit two (2) drawings reflecting the revision
for plan review along with your approved plans. If engineering is involved in this revision, the
engineer must put his requirements on these drawings and wet stamp and sign two sets of
engineered drawings. Revised drawings must clearly show changes proposed and locations
involved.
WHEN APPROVED, PROCESS AS FOLLOWS:
0 Mail to Owner/Contractor at this address:
Call N4 9,�( %U �k 50b I — and hold for pick-up.
[I Deliver with next inspection.
Minimum revised plan. check fee to be collected at time of submission of revision, plans
examiner will determine if additional plan checking fees are needed:
Minimum $54.99 Receipt #:
0 Fee not required for revisions requested by plans examiner prior to issuance of permit.
0 Additional Fee Amount: Receipt #:
Revised 2/04
�BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
AND SUBMITTAL REQUIREMENTS
24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834
OFFICE #: (530) 538-7541
A FEE WLLL BEREQUIREDAT TIME OFAPPLICATION
"PLEASE PRINT CLEARLY** S�. 9'o
/0_3q.Dq
OWNER
Last Name Gr��
r irst
Address -3o cv-w� '%!�, r
city
State A �
I zipc� c4R 13
Phone
Fax
E-mail
CONTRACTOR
Name
Address
city
State(A
ZiR::��-7-�
Phone '533 1
Fax
E-mail
Lic. #
Class
ARCHITECTIENGINEER
Name
Address -3oc�i
City
City (��Ciilt'
Statek
JZ
Phone
Fax
E-mail
State License Number
APPLICANT NAME
Name
Address
City
State
zi
Phone
lax
E-mail C&ct'�' , o5�
For office use only:
Zoning [A, e
Flood Zone
SRA
I (fe
�sa
N o
Occ.
Type Const,
Subdivision Name
Map Book
Page
Lot #
Planner
Date Approved:
OVER FOR SUBMITTAL REQUIREMENTS
PERMIT
NO.
Oq - 2, /9 q]
BP
BIN #
B—AD
Description -or St6pb-of_05rlE-
Sq. Footage '72
0 Structure Built without Permits
El Proposed Change of Occupancy
(Note previous use):
KWORMS\BUILDING FORMS\BldgAppISubRqmts.doc Page 1 of 2
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
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
pern-dt and no construction work has been done. Filing fees, plan
check fees for woTk plan checked and other department costs are not
refundable.
Received by:—P. Amount: 52� 41 �7.94 Bldg
/-)Zj RA
Receipt#: A A&&q,� Sheriff
"P
CrL�"Ll
j1q SMIP
Dat Other
'�-Cq Total
REV 7-27-04
m�
LOCATION
AP#
Property Add
City
C7ross Stre
WORKER'S COMPENSATION
Policy Number
Carrier
If hiring anyone other than license contractors, a certificate of worker's
I compensation must be shown at the time of permit issuance.
-
-,LENDING -AGENC-Y
Na
AK
A r ss
i (' z
Description -or St6pb-of_05rlE-
Sq. Footage '72
0 Structure Built without Permits
El Proposed Change of Occupancy
(Note previous use):
KWORMS\BUILDING FORMS\BldgAppISubRqmts.doc Page 1 of 2
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
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
pern-dt and no construction work has been done. Filing fees, plan
check fees for woTk plan checked and other department costs are not
refundable.
Received by:—P. Amount: 52� 41 �7.94 Bldg
/-)Zj RA
Receipt#: A A&&q,� Sheriff
"P
CrL�"Ll
j1q SMIP
Dat Other
'�-Cq Total
REV 7-27-04
m�
SUBMITTAL & PERMIT REQUIREMENTS
The following drawings and specifications must be submitted to the Building Division in order to apply for a
permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK
0 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl
0 �2., Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR
Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
0 3. Engineered truss details and layouts in duplicate (if required). No faxes!
0 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to
mobile or modular homes.)
0 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings.
0 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down
or fnd plans, all in duplicate.
11 7. 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 stanlDed and -wet -signed by the engineer.
0 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required).
n 9. Site plan and business license approval from the City of Biggs.
0 10. Letter of intent for non-residential buildings.
0 11. Detached Accessory Building Form filled out by the owner (if required).
0 12. Hazardous Material Form (for Commercial Buildings only).
r_1 13. Sanitation and site plan approval from the Environmental Health Department.
Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning
review (May require additional plan review upon receipt of the following items.)
El 1 . Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required).
M 2. Impact Fees.
El 3. California Department of Forestry plan approval (if required).
0 4. NPDES Form.
0 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).
El 6. Contractor's license information. (Number, Name Style, Classification).
0 7. Worker's Compensation Carrier and Policy Number.
11 8. Owner -Builder Verification (if required).
0 9. Letter of Signature authorization (if required).
0 10. Recorded copy ofAgricultural Acknowledgment Statement.
0 11. 0 Grant Deed, 0 M.H. Title/Statement of Facts, 0 Letter from Legal Owner (for 433A's).
If you have questions or would like additional information regarding this process, contact a Permit
Application Assistant at (530)538-7541.
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one year after date of application. In order to renew action
on an application after expiration, a new application, plans and fees will be required.
REQUEST FOR FEE REFUNDS
meTunas can'oniy be made upon written request by the person who paid the fee. The request must be made within two
years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits
issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan
check fees for work plan checked and other department costs are not refundable.
OVER FOR BUILDING PERMIT APPLICATION
KAFORMSWILDING F0RMS\B1dgApp1SUbRqmts.doc Page 2 of 2 REV 7-27-04
utte County Department ofDevelopment Services
)NNE CHRISTOPHER, DIRECTOR
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-7785 Facsimile
TO:
FROM:
SUBJECT:
DATE:
LP2A
0 0
0
0
0
Scott Rutherford (530) 538-7160
srutherford(c-bbuftecounty.ne
Plans Transmittal For Review Per Contract
8/26/2004
Applicant: Gibson, Daniel Permit 04-2499
Project Type: NSF/Cov/Porch APN: 047-510-005
.100% 70%
Plan Check Fees $ 1,478.20 $ 1,034.74
$ 1,478.20 $ 1,034.74
LP2A Fee $ 1,034.74
Copies Attached: Qty
Chk
Application
Site Plan Review
FEMA Elevation Certificate
Building Plans
Truss Calculations
Energy Calculations
Structural Calculations
Residential Plan Review Guide
Residential Construction Requirements
Other
Other
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, CA 95065 Phone (530)53.,8-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
0 WNE R: "7c) 1 t� ASSESSOR PARCEL NUMBER 7
Proposed Building Use: X/ IS F Counter Technician: ?t ------)-Date:
Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply.
�4r-
193- 1 . Site plans, 3 or 4 sets, signed by the preparer of the plans.
0� 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.
�p 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
0 4. Engineered truss details and layouts in duplicate. No faxes!
0 5. Lefler from Engineer or Architect for truss design review.
-�L 6. Energy compliance design and supporting documentation in duplicate.
0 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings.
0 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in
duplicate.
0 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate. All of these
must be stamped and wet -signed by the engineer.
0 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate
0 11. Site plan and business license approval from the City of Biggs
0 12. Letter of intent for non-residential buildings
11 13. Detached Accessory Building Form filled out by the owner
0 14. Hazardous Material Form
-T9-- 15. Sanitation and site plan approval from the Environmental Health Department in 0 Chico 0 Oroville, as applicable.
0 16. Other
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
0 17. Fire Sprinklers ............................................................................................
-Arlo, 18. Agricultural Buffer cIr and site plan apr from the Ag Commissioner Sent by-..
0 19. Soils Report and/or Engineered Foundation required ........................................... .. ........
............
0 20. Erosion Control Plan Required ........................................................................
��Fees asshown on the attached Schedule of Fees Due Sheet ..............................
22. City of Chico Plumbing permit .......... ..................................................
23. California Department of Forestry plan approval 0`p`aid. Sent by: -
24. Planning approval (A) Use: -Qj�-(B) Parking: -(C) Parcel 6eck:
0 25. Contact Land Development about - Improvements, - Drainage .........................
Z- 26. NPDES Form .............................................................................................
0 27. Encroachment Permit for driveway from the Public Works Dept ...........................
0 28. Pre -Inspection for required .......
0 29. Contractor's license information. (Number, Name Style, Classification) ...................
0 30. Worker's Compensation Carrier and Policy Number ..........................................
To. 31. Owner -Builder Verification ( IV
_A&'en to owner, _Mailed to owner) .....................
0 32. Letter of Signature authorization .....................................................................
"(P. 33. Recorded copy of Agricultural Acknowledgment Statement -0,/.... *. e., ... rl I ........
0 34. Manufactured home utility clearance ...............................................................
0 '35. Existing violations and/or expired permits .........................................................
0 36, Deed Restriction .........................................................................................
0 37. 0 Grant Deed, 0 M.H. Title/Statement of Facts, 0 Letter from Legal Owner, 0 Check to H.C.D. $
0 38. Other:
0 39. Other:
When issued Telephone 641 -M -7i T 19almOr and hold for pickup.
I have been inf6rmed of the aboyq items and requirements for obtaining a building permit.
Applicant: Date: 10 q
1. Index permit application for the above items numbered:
Plan Check Letter
2. Additional items re ty is A4.4
Contractor, design , ow ', was advised of the above data by phone, 0 mail, 0 counter, b Date:
Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail, 0 counter, b A -)w
y Date: I
Plans reviewed by: Date: Plans approved by: 1 0 n� 'A Date i L<,-7
Structural reviewed by: Date: n I Structural approved by:L4 di -ft Date:
Note transfer by: 9t� Date: Rif I I O -S-
I Yellow: Building Division
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
N
E.N. USE GNLY
Plot Plan Anzch-771—P�7--..
Maus Ran Attachad
Sent to G.D.
7 -1q km 0 n�
/Xa4 7 -a --)
Owner Location AP#
Plan Appiroved for: Sewage Disposal Water Supply: Public Private Well
learance for -94-4 dwelling. Gthw
Hold final for:
F:;n:ai r1paranno t) -K- fnr-
Environmetl,lealth Specialist Date
8/96
I -no
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION
7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541
SCHEDULE OF RECEIPT OF FEES
OWNER D4 ri I'c L A.P. #
PROPROSED BUILDING USE DATE
Oki. BUILDING PERMIT FEES -7
--- Balance Due ......................
--- Additional Fees Due ........... $
---- Revised Plan Checking Fee .... isb,
2. SCHOOL DISTRICT FEES
A110r) ()rJJCJ;014
(paid at School District Office) (form avail ' le after Plan Chec
�Buil ing D� ion)
3. SHERIFF FEES (paid a 2(
Residential ............ X 360.0
Units a�
Commercial (sq. ftg.)..... — X $0.03 = $
Sq.Ftg.
R ECEIPT # DATE REC.
4. URBAN AREA FEES (paid at Building Division)
Residential (per unit)..... x
# Units Amt.
Commercial (Sq. Ftg.).... x $
Sq. Ftg. Amt.
Jz5. RECREATION DISTRICT FEES
(paid at Recreation District Of ice) (flo v lAble after Plan Check)
S R
] J
6. THERMALITO DRAINAGE D S RICT FEES
$510.00 (paid at Building Division)
7. SRA FIRE INSPECTION AND PLAN CHECK FEE
$89,-00 (naid at Building Division)
8. WATER TENDER FEES BATTALION #
$200.00 (paid at Building Division)
9. NORTH CHICO SPECIFIC PLAN (paid at Building Division)
Residential Zone x = $
Zone # Units Amt.
Commercial (sq. ftg.) ......... x = $
Aol'_.�2 2-oS
,ft.w - -
VIM/1"0 *1
�11; 1.
Sq. Ftg. Amt.
10. OTHER
4 1 -
-7
At time of permit appli ation, I was advisedAe above fees are required to be paid prior to issuance of the perrr'u*t. These fees
= DATE 0
may be changed during the p an checking p
APPLICANT
Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You
have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a
protest are specified in Government Code Section 66020(a).
Original -Building Division Yellow -Applicant Pink-OwneT (rev. 2/2003)
Department
C o u n t
Michael Crump, Pirector
7010F
Public
f B u t
Works
LAND DEVELOPMENT DIVISION
Storm Water Management 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 fLESS THAN 1 ACREJ
Project Description:
P -7F /) �Z r7 , S-ZA Z124Y
Project Location and/o'r Parcel Number: A
By signing below, 1, the project owner/owner's agent, certify that this project WILL NOT DISTURB
I acre or more of land and that 1, therefore, do not need to apply for 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: W %Kq V -
Date:
- I
Less than I Acre NPDE§ & SWPPP Compliance Certification
Butte County Storm Water Management Program
Revised 5/12104
O.B.- I
OWNER -BUILDER VERIFICATION
Attention Property Owner:
An "owner -builder" building permit has been applied for in your name and bearink your signature.
Please complete and return, this information at your earliest opportunity to avoid unneoessary delay
in processing and issuing your building permit No building permit will be issued until this
verification is received.
1 - I personally plan to provide the major labor and materials f6r constuction of the, proposed
property improvement: YES�4 N013
2. 1 HAVE.13 HAVE NOT"qsigned an application for a building permit for the proposed WO&
3. 1 have contracted with the following person (firm) to provide the proposed oonstruction:
NAM:
ADDRESS: CITY..
PHONE: CONTRACTOR'S LICENSE NO.
4. 1 plan to provide portions of this work, but I have Ered the followig person to coordinate,
supervise, and provide the major worla
NAMIE:
ADDRESS: —CITY:
PHONE: CONTRACTOR'S LICENSE NO
5. 1 will provide some of the work but I have contracted Odred) the following persons to provide
the work indicated: -
NAMIE ADDRESS PHONF, TYPE OF WORK
MWAROMM16M
14,02 M., NO
NOTM This Owner -Builder Verfcation'is required by Section 19831 and 19832 of the
Cahfornia Health and Safety Code. Mir verification must be conTleted and
returned to our office before we are permitted to -issue the permit
rM_VfA___P"4
OWNER BUILDER INFORMATION
Dear ProperV Owner
-0. A - Z
An application for a buildingpermit has been submitted in ymrnsm listing yomelf as the builder ofproperty
specilled.
For yourprotection, you should be aware that as "owner-buffiW you are the responsible party ofrecord on such
a permit Building permits we not required to 6e signed by property owners unless they are pm*sonally performing their
own work- If Your vvDzk is being performed by someone other than yourself, You may protect yourself fi= possible
liability ifthat person applies for the proper permit in his or her name.
COnflactOrs are required by law to be licensed and bonded by tha State Of Calikrnia and to have a business
license from the city or WM31y. They are also mTgmd by law to put ir H nirm er all p ih for h
apply. the cense On whic they
IfYOU Plan to do your own work With the oxcoon ofvarious trades that you plan to subcontract, you should
be aware of the following fifformation for your bewfit and protec�-
+ IfYOU employ Or otherwise =gap aay persons other than your immediate, &mily, and the WO* C=hiding materials
and othe costs) is $300 or more for the entire projeck and such persom are not licensed as contractors or
subconfractors, then you may be an employer.
+ If you am an P-mployen you must register WdL 'he State' and Federal GOvelmnents as an employer and you we
subject to severml obligations including state and kderal h== tax witliholdmg,'Maral social sectzrity taxes,
Woffi= =nPeusatum mmrmce, disabiUy fusurance costS6 and unemployment =mpensation conftbut�ns.
+ Tbere may be financiaj ridm fDr You ifyoa do not carry out these obligations, and these rLft are esp=Wjy serious
with respect tD Worker's compensaiion ftWMM=.
+ For more SP=fm khrmation about Your obligations under Federal lzw� ca&ad the hdmnal Rove= Service (and�
if YOU wisk the U.S. Small Business For more specifir
Sbft Lx% contact the Department ofBeriefit prjmimft and the Divi , h6miation about your obligattions under
sion of hidustrial Accidents.
If the strUctare is intended ft sak, property owners who are not licensed contractors am allowed tD perform their
work p=onaUy or thru�gh their oym employees, without a licensed contractor or subcontractor, only unda limited
conditions.
A frequmt practice of umlicensed persons pro:&ssing to be contacton is to secure an =ovner builder" building
pearmlits: Wa2mcst r*equ=kePdbMg that the Xqmty ow= a PTON'dmg his or bar avm labor and material personally Building
to be signed by property owners unless they. am p=jDM=g theIr own wor
hftmafum about H=md 001)frac� may be obtained by cmftctmg the k personally
ifty or at 1020 N Street Sacrmnellb�, CA. 95814. . Co=actors State Limise Board in your
Plem COMPL-t-P the "Ow= Builder Venficagoe On the reverse side of this form so 19 we can confirm tliat you
are aware of the'se m=r'm 11W building P=att Will not be issued untU the verffication is retLIMC&
a Vift CJ3.0.—
� Building hupection
NOTF-- 1ftfomm'don Is requ&ed hY SecdOn 1.9930 of &e CaWornia Hed& mdSVIV CO&
SITE PLAN REVIEW APPLICATION
Date: AP# eq 0-0
1— ZAW_
Permit Number (if applicable) Bin Number
APPLICANT INFORMATION Parcel Size:
Owners Name:
Owners Address:
Telephohe No.:
Situs Address:
Proposed Use:
Residential
90 New Single Family Residential
[] Single Family Addition
M Mobile Home
El Residential Accessory
El Permanent Second Dwelling
F� Temporary Mobile Home (Aunt Minnie)
F-1 Temporary�Travel-.Trailer-
F� Multi -family
Non-residential
F� New Commercial
R Commercial Addition
New Industrial
R Industrial Addition
Other
R Septic
F1 Agricultural Exempt Building
F1 Other:
R Single Family Remodel
F-1 Commercial Remodel
E] Industrial Remodel
Well
Agricultural Buffer Form Applicable 0 N/A
DO NOT WRITE BELOW THIS LINE
DE VELOPMENT SER VICES INFORMA TION (For Staff Use)
ffl-Approved 0 Conditionally.kpprovrl�"4"Y"'."..-�.i.'�N,E'-]"Reos�o�'ve"'Vio�-I"e'ms Prior to Approval
Site r)an Approved
By Date L2 j 2�055
Page I of 5
t' �- -,
ALL ITEMS CHECKED APPLY TO THE PROPERTY
Parcel Is In:
F-1 Snow Load Area:
F1 Land Conservation Act Minimum Acreage: E] Verify residence can be built per contract
E] Nitrate Action Plan (See Environmental Health for standards)
Watershed Protection Overlay Zone (See attached standards and requirements)
Expansive Soils (Test for expansive soils and if verified proper foundation design required)
SRA - (CDF to determine specific requirements)
100 -Year Flood Plain: (See attached)
Flood Zone: Y
Flood Panel No.: d3yra 0 Index Date:
M Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board)
F-1 Feather River Reclamation District (Approval must be obtained from the California Reclamation Board)
F-1 North Chico Specific Plan (See Development Fees Section and attached standards and requirements)
F1 Chapman./Mulberry (See attached standards and requirements)
F� Cohasset Area (See attached standards and requirements)
[:1 Grading Zone (See attached handout)
Use Requires:
F� Use Permit E] Minor Use Permit E] Administrative Permit
F� Minor Variance F1 Variance
-------- ; -------------------------------------------------------------------------------------------------------
E] Detached Building, Use- Form- R Encroachment Permit
R Agricultural Worker Affidavit El Agricultural Acknowledgement Statement
Zoning: Got i A42 -
Applicable Building Setbacks:
F� Setbacks drawn on site Plan. 11 CDF dop"roval needed for encroachments into SRA setbacks.
Page 2 of 5
Zoning Code
Streets & Highways
Fire Prevention
Subdivision Map
Front
Side
Side Street
Rear
Height
Waterway
N/A
N/A
N/A
F� Setbacks drawn on site Plan. 11 CDF dop"roval needed for encroachments into SRA setbacks.
Page 2 of 5
Applicable Development Fees:
Standard Fees An�ount Formula
F1 Fire
F -I School*
F-1 Parks/Recreat ion
F1 Roads
F1 Sheriff
F� Drainage
F] NCSP/CSA 87
F� Chico Urban Area — Road
F-1 Thermalito Drainage Area
F -I Thermalito Urban Area
F1 Other
-------------------------------------------------------------------------------------
Subdivision Map Special Fees
F1
Water Tender
F -I
Road Improvement
F-1
North Oroville Area
F1
Other (per map)
Check with school district to verify actual fee if pre-ap-plication review. A fmal detennination will be made at the time of
the building pen -nit.
Parcel Created By
F -I Pjgi��&
Date of Creation: Legal Access Provided: No El Yes
Deed of Reference: Legal Access Required No El Yes
Parcel Frontage on Publicly Maintained Road: 0 No Yes, Road Name:
Complies with County Standards for Deed Creation:[] No Yes
Comments:
F-1 Parcel Deemed to be legal
E] Verify Legal Parcel E] Verify Legal Access E] Provide Deed of Creation
F� Obtain a Certificate of Compliance
Fj Obtain a Merger F� Obtain a Lot Line Adjustment
F-1 Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23).
F] Construct road to: F1 Meet Parce'l size required by zone
F Meet current Environmental Health Department requirements
Page 3 of 5
P Subdivision Mgp/Parcel ME:
Map Date of Recording: ?- eb - 2"'o Y
Lot: 2
F1 Use Permit/Minor Use Permit
Permit Number:
Book: � -7 Page: " "
Date of Approval:
Parcel Map/Subdivision Map/Use Permit Conditions
E] Comply with the following Conditions of Approval:
F-1 Meet the Fire Safe Regulations of Butte County and P.R.C. 4290
F1 Automatic fire suppression sprinkler systems shall be installed in accordance with the
National Fire Protection Association Standard for installation of sprinkler systems in one
and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized
community water system, with hydrants that meet the Fire Department specifications, serves
the parcel.
F -I Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission
requirements of the California Clean Air Act of 1988, as amended.
F] Provide an erosion control plan for building and land disturbance. The Erosion Control Plan
must be prepared by a registered civil engineer or other qualified professional and be
submitted to and approved by the Department of Public Works.
In lieu of a pressurized water system or water storage tank, payment into the appropriate
Battalion Water Tender Fund may be required.
F] Measures shall be taken to control fugitive dust emissions from all driveway and other civil
construction associated with residential development. Approved dust control measures are
found in the fugitive dust control plan for the site approved by the Butte County Air Quality
Management District, a copy of which can be obtained from the Butte County Department
of Development Services, Building Division."
F� Engineered foundations are required.
F-1 Class A roofs are required.
EJ Property owners responsible for road maintenance, and stop sign maintenance.
Page 4 of 5
Z
F-1
E
x
Summary of Specific Requirements:
This information provided in this summary is based on the application information and on the best available data at the time
of review.
C:\Larrys�3uilding Pennit Site Plan Reviewl.doc
Page 5 of 5
Butte County Department ofDevelopment Services
YVONNE CHRISTOPHER, DIRECTOR
7 County Center Drive
Or6ville, CA 95965
(530) 538-7601 Telephone
(530) 538-7785 Facsimile
ADMINISTRATION * BUILDING * GIS * PLANNING
September 21, 2004
Daniel Gibson
3020 Rock Creek Drive
Chico, CA 95973
Subject: Building Permit 04-2499
Dear Mr. Gibson,
The Butte County Department of Development Services, Planning Division, has reviewed the
submitted Building Permit. Your property is located in a Grazing and Open Land (GOL) area,
designate by the County of Butte General Plan. The county's Agriculture Department is required
to comment, regarding the building site, on property located in the GOL or Agriculture general
plan designation.
Your request for a waiver of the agriculture buffer was submitted to the Agriculture Department
.on September 1, 2004. The reviewer commented that the parcel would not support a three
hundred (300) foot buffer, but requested that it be located as far away from the North property
line as possible. Your site plan indicates that you could move the location of the residence to
meet the Agriculture Department's request.
The location of your house should be the furthest possible distance. from the North property line.
Please make the requested changes, or contact the Agriculture Department for information on
locating your residence. Should you have any questions please feel free to call Chris Tolley,
Assistant Planner, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (5�0)
538-7603.
Sip�ere ly,
Tr
Joseph WV. Baker
Planning Manager
cc. Paul Krohn
OWNER'S CERTIFICATE -
1, DOROM STOVER HALL. AS OWNER OF TEE LAND SHOWS HEREON AND THE
FEDERAL LAND BANK OF SACRAMENTO, A CORPORATION AS TRUSTEE UNDER
DEED OF TRUST RECORDED OCTOBER 21, 1975, IN BOOK 2023 OF OFFICIAL
RECORDS , AT PAGE 167, SUITS COUNTY, CALIFORNIA DO HEREBY CERTIFY
THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS
CLEAR TI TLB TO SAID LAND AND WE BEREBY CONSENT TO THE PREPARATION
AND RECORDATION OF THIS MAP, AND OFFER FOR DEDICATION THE ROAD
EASEMENT AS SHOWN.
THE FEDERAL LAND BANI(,0V DOROTHYJSTOVER HALL
SACRAMENTO. A CORPORATION
' I
BY' All �Lzy
TITLE:
STAT OF CALIFORNIA
COUNTY OF BUTTE
ON THIS L4 DAY OF AL�G%Asr 1971a. BEFORE ME, THE
UNDERSIGNED, A N ARY PUBLIC III AND FOR SAID STATE, PERSONALLY
APPEA 0 DOROTHY STOVER HALL KNOWN TO ME TO BE THE PERSON MOSS
MAKE IS SUBSCRIBED TO THE CERTIFICATE HEREON AND ACKNOWLEDGED TO
ME THAT SHE EXECUTED THE SAME.
WITNESS MY HAND AND OFFICIAL SEAL.
E. DItAINE u�
NOTARY PUBLIC
STATE OF CALIFORNIA
COUNTY OF BUTTE
ON THIS If � DAY OF a- 197 ?. BEFORE ME, THE
UNDERSIGN A IN AND MR SAID STATE, PERSONALLY
APPEA !�e
RED _7T_ZC�� _. KNOWN TO WE TO
BE THE P W OR PERSONS WHO EXECUTED ME CERTIFICATE HEREON
ON BEHALF OF THE FEDERAL LAND BANK OF SACRAMENTV, A CORPORATION
THEREI NAMED AND ACKNOWLEDGED TO HE THAT SUCH C014PANY EXECUTED
THE C RTIFICATE PURSUANT TO ITS BY-LAWS OR A RESOLUTION OF ITS
BOARD OF DIRECTORS.
WITNESS MY HAND AND OFFICIAL SEAL.
F�P
F. XAL'll QL�'_
INMWARY P C
6 7 -
SURVEYOR'S CERTIFICATE:
THIS MAP WAS PREPARED By ME OR UNDER NY DIRECTION AND IS BASED
UPON A FIELD SURVEY IN CONFORMANCE W17 -H THE REGUIRDIENTS Or THE
A3.
SUBDIVISION MAP ACT AT THE REMST OF DOROTHY STOVER HALL IN
JUNE. 1978. A MACEY STATE THAT THE PARCEL MAP PROCEDURES OF
THE LOCAL AGENCY HAVE BEEN COMPLIZE) WITH AND TUAT THIS PARCEL
MAP CONFORMS TO THE APPROVED TENTATIVE MAP AND THE CONDITIONS OF
APPROVAL THERIMP WHICH WERE REOUIRED To HE FULFILLED PRIOR 70.
Z'PILIMG OF THE PARCEL MA.P.
6F Guall
C. W� BACKMAN
R.C.E. 16803
COUNTY SURVEYOR'S CERTIFICATE:
THIS MAP CONFORMS WITH THE REQUIREMANTS OF THE SUBDIVISION
MAP ACT AND LOCAL ORDINANCE. THE 60' NOMEXCLUSIVE EASEMENT
OFFERED FOR DEDICATION IS NOT ACCEPTED AT THIS TIME.
DATED:
C CASTLEBERRY
R.C�E, 14224
BUTTE COUNTY SURVEYOR
RMORDER'S CERTIFICATE:
!ILED THIS MY OF '197-f AT .2.';t —P.M.
LN WJUK . UP SAPP jr;IL;z ?A - 9 .5 AT IlW REQU T UP
BACNMAN ENGINEERING.
LOUIS KLJJENDER
BUTTE COUNTY RECORDER
BE" #: BY.
DEPUTY
PARCEL MAP
A DIVISION OF A PORTION OF THE SOUTH
112 OF rHE S.W. 114 OF sECr. 14, INCLUDING
PORTIONS OF SECr. 22 AND SECr. 23 BEING
THE REMAINDER, LOWED IN r Z3 IV, * A I C
Afos.s m, Surre couNry, CAL 'FORNIA.
FOR
DOROTHY HALL
BACHMAN ENGINEERING
3012 EsPLANADE CHICO, CALIFORNIA
stIc.- r I OF 2 sH.-E rs JULY, 1978
I v
T. F- F�
f. '
fk�.
q - 0 DFTA!L
S64,*I5'QO"W f,
68 16
5. /
30' 1 — LOCATION MAP
BUT;X COUNTY 1�,
I t '99,
-5 DEEDED TO ' 0 NO SCALE
�041/' OR 51-7.1 51 5 .2.9 A-19 DE AIL
EASEMENTS THERE EXIST EASEMENTS OF RECORD THAT
AFFECT PORTIONS OF PARCEL 2 THAT LIE IN SECTION 23.
C,
L 2 A NOT : G.L.O. NOTES INDICATE THAT ALL CORNERS WERE
Ok I
E 0 SET - WOOD POST IN 4 RAISED OR ROCK MOUND:
ENGINEER'S NOT
ONLY THAT PORTION OF
PARCEL 2 IN SECTION -14 WAS SURVEYED .7 ROAD ALIGNMENT DATA
WITH THE EXCEPTION OF ROCK CREEK' 0 /—A -!1B -
15 2JO.' 5650' 15 RDA 0 IN SECTION 23. S 1/4 CORNER SEC. 14 A N 4e I I'Cd'E 168.45'
. ::4___ I. P. IN ROCK MOUND B N 30`06'00"E 131.as,
S 88`34'17" W C c N 21* 30*00" E 137.66'
22 D A= :WOO'00" R=270' L=212.06'
ACCEPTED& E 4�= . 3d'42'OCF' R=:36 L-125.24'
IENCE LINE INTERSECTION F N 7*12'00"E 5
CORKERS
ROCK WALL$ EAST -WEST PENCE E SECTION 14 0.0
OLD BARBED WIRE NORTH ..—SE ION PE CE LINE INTERSECTION N.E. CORNER SEC� 14 G N I 3*30`00"E 11,7.11'
I 'k MCK'-FENCES EAST, WEST NOT SEARCHED MR H N 24*24'00"E 104.88'
SO'T,
A SOO-01'WE 273213� I a= 49'06'00" R=230' L2197.10'
15 (�9.90 C,'j- - WSSf17'Ej� (39.10CIJ� 11 J N 73 . 30'00' E 201.29-
K N 51.68'
:4* 15'00" E
rOO'00" E 265.40'
d
gl
9
0.
010/
rCUNO ROCK 16 FENCE CONNER
.0UND, ACCEPTED 5131
R
SS W 1/4 CORNE 26-31— PARCEL MAP
ECTION 14
-W A DIVISION OF A PORTION OF THE
SOUTH
S INCL DING
-W 114 OF SECT. 14.
BASIS OF BEARING LEGEND IP102RT0lF0NTSNE0FS SECT. 22 AND SECT. 23 BEING
THE REMAINDER, LOCATED IN TZJN, R I E,
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE 0 -FOUND, "o
T. AS NOTED ARCEL 1 2 , . MDB m, our rE COLIN ry, CALIFORNIA.
CEN ERLINEEOF COH4S$Er HIGHWAY, GIVEN AS If P PER 52 MAPS 63 -0-0
N 38'49'57" ON Rtawr-oF-wAv MAPS FILED IN FENCE LINE
P PER O.L.O., Ht RSEC`,ION FOR
THE OFFICES OF BUrTE COUNTY DEPARTMENT OF 0 SE 7' 314" 1. P. RCE 16803 AC EPTED A, RCEL2 FW D MON. -
L.S. a C
PUBLIC HER SE S -E 43 52/63 DOROTHY HALL
WORKS. CALCULATED POINT, NOTHINGsEr C CT,O. was �;�pl 5 S
,4a I N"'IZ'57'E 2G45,06'
V COUNTY CENFERLINE MONUMENT
2.5.
'TOP OF CREEK BANK (EAST 40.00 IE
P., R.. WW.D
WRV NRBECOR-ED
SEASONAL DRAINAGE -OVERFLOW EY Y D.R ROPER
NOT SURVEYE� PIPE '.0 A.
PER 5K 55 P.M., PG. 73 BACHMAN ENGINEERING
3012 ESPLANADE CHICO, CALIFORNIA
�ECTION 14 C.W BACHMAN RCE. lif5803
SCALE '"200' SlEEr 2 OF2 SHEETS UULY,.1978
S 89"37'51" E 2669.37,
5337.29
R.. Es—,
\-MOUND
-
)� 2667
OF ROCKS
W 1/4 CORNER SEC 14
CENTER SEC 14
PARCEL
3.26 Ac. FENCE CORNER IN
ROCK MOUND PER
N 89*28'17" F
2665.61'
52/63
2079.46'
586.15' so
- R
_07N --�
PROPOSED WELL
ilTl.. C n
5-��K)O' SEPT IC- FREE
N N 30*00'09"W
466?079"W'
3e*C '0
'EK
F"D , 1
SETBACK
'4 220.24'
T.,
NOTE: ROCK CREEK -tlk ALIGNMENT DATA
PER'OFFIC AL MAP OF THE RO
it CK
CREEK-CANA COUNTY �ROAD'.
(NOT SURVEYED)
0
33.4l')
z
0
T. F- F�
f. '
fk�.
q - 0 DFTA!L
S64,*I5'QO"W f,
68 16
5. /
30' 1 — LOCATION MAP
BUT;X COUNTY 1�,
I t '99,
-5 DEEDED TO ' 0 NO SCALE
�041/' OR 51-7.1 51 5 .2.9 A-19 DE AIL
EASEMENTS THERE EXIST EASEMENTS OF RECORD THAT
AFFECT PORTIONS OF PARCEL 2 THAT LIE IN SECTION 23.
C,
L 2 A NOT : G.L.O. NOTES INDICATE THAT ALL CORNERS WERE
Ok I
E 0 SET - WOOD POST IN 4 RAISED OR ROCK MOUND:
ENGINEER'S NOT
ONLY THAT PORTION OF
PARCEL 2 IN SECTION -14 WAS SURVEYED .7 ROAD ALIGNMENT DATA
WITH THE EXCEPTION OF ROCK CREEK' 0 /—A -!1B -
15 2JO.' 5650' 15 RDA 0 IN SECTION 23. S 1/4 CORNER SEC. 14 A N 4e I I'Cd'E 168.45'
. ::4___ I. P. IN ROCK MOUND B N 30`06'00"E 131.as,
S 88`34'17" W C c N 21* 30*00" E 137.66'
22 D A= :WOO'00" R=270' L=212.06'
ACCEPTED& E 4�= . 3d'42'OCF' R=:36 L-125.24'
IENCE LINE INTERSECTION F N 7*12'00"E 5
CORKERS
ROCK WALL$ EAST -WEST PENCE E SECTION 14 0.0
OLD BARBED WIRE NORTH ..—SE ION PE CE LINE INTERSECTION N.E. CORNER SEC� 14 G N I 3*30`00"E 11,7.11'
I 'k MCK'-FENCES EAST, WEST NOT SEARCHED MR H N 24*24'00"E 104.88'
SO'T,
A SOO-01'WE 273213� I a= 49'06'00" R=230' L2197.10'
15 (�9.90 C,'j- - WSSf17'Ej� (39.10CIJ� 11 J N 73 . 30'00' E 201.29-
K N 51.68'
:4* 15'00" E
rOO'00" E 265.40'
d
gl
9
0.
010/
rCUNO ROCK 16 FENCE CONNER
.0UND, ACCEPTED 5131
R
SS W 1/4 CORNE 26-31— PARCEL MAP
ECTION 14
-W A DIVISION OF A PORTION OF THE
SOUTH
S INCL DING
-W 114 OF SECT. 14.
BASIS OF BEARING LEGEND IP102RT0lF0NTSNE0FS SECT. 22 AND SECT. 23 BEING
THE REMAINDER, LOCATED IN TZJN, R I E,
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE 0 -FOUND, "o
T. AS NOTED ARCEL 1 2 , . MDB m, our rE COLIN ry, CALIFORNIA.
CEN ERLINEEOF COH4S$Er HIGHWAY, GIVEN AS If P PER 52 MAPS 63 -0-0
N 38'49'57" ON Rtawr-oF-wAv MAPS FILED IN FENCE LINE
P PER O.L.O., Ht RSEC`,ION FOR
THE OFFICES OF BUrTE COUNTY DEPARTMENT OF 0 SE 7' 314" 1. P. RCE 16803 AC EPTED A, RCEL2 FW D MON. -
L.S. a C
PUBLIC HER SE S -E 43 52/63 DOROTHY HALL
WORKS. CALCULATED POINT, NOTHINGsEr C CT,O. was �;�pl 5 S
,4a I N"'IZ'57'E 2G45,06'
V COUNTY CENFERLINE MONUMENT
2.5.
'TOP OF CREEK BANK (EAST 40.00 IE
P., R.. WW.D
WRV NRBECOR-ED
SEASONAL DRAINAGE -OVERFLOW EY Y D.R ROPER
NOT SURVEYE� PIPE '.0 A.
PER 5K 55 P.M., PG. 73 BACHMAN ENGINEERING
3012 ESPLANADE CHICO, CALIFORNIA
�ECTION 14 C.W BACHMAN RCE. lif5803
SCALE '"200' SlEEr 2 OF2 SHEETS UULY,.1978
BUTTE I
COUNTY
SEP 2 8 2004 lRerelvei
BUTTE COUNTY DEVELOPMENT SEP 1 20
AGRICULTURAL BUFFER N15WARTION AND/OR q
UNUSUAL CIRCUMSTANCES REQUEST LTIJ
Butte County requires a 300 foot buffer between neighboring agricultu.ral operations and a residence. This
dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify
unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not
available for lots being created, divided or subdivided.
Owner or Authorized Agent must complete the following and return with the required site plan to:
Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601
C�l Phone: -3
Name:
Mailing Address: -_27�620 _Pc�o�6,
E -Mail address A� V 3. t Ae-
Assessor's Parcel Number:
i
Reason you believe you qualify for the unusual circumstances exception:
Na�e' r
!��e6-6 alter'& 11APtL,11f�4,
Owner or Authorized Agent's/signature Date
e,o,L i- A -e
t, eA PW44
UNUSUAL CIRCUMSTANCES DEFINITION:
An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement
(well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone.
SITE PLAN REQUIREMENJ su;b!mP1t4 opies with this form
-s
out I
Refer to the Site Plan Submft;a; out for specific requirements
...................................................................................................................................................
Internal Dept. Contact Info:
C1 Env. Health [I Planning C1 Building El Other
Contact Person: Phone:
..........................................................................................................................................................................................
For Agricultural Commissioner office use only: (to be completed after submittal)
DISCRETIONARY PERMITS (Planning
MINISTERIAL PERMITS (Building
Exception Recommended Exception Granted with the
Exception NOT Recommended following conditions:
Reason/Conditions/Specific setbacks from adjacent agricultural operations: -P&xA
:�t2 L V\0� 10 Roarl IL r,,a-,4��t
U V I .
—IsLuclur-L as MDA-�,
Agricultural Department Signature: Date":' 015-�L
car"', YMC 7/1/03
CDF FIRE SAFE REQUIREMENTS
047-510-005 BP -04-2499 Gibson
AP# PERMIT # NAME
Under authority of PRC 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 will be
superseded by Butte County local regulations which equal or exceed these standards. Field
inspections will be made by the Butte County Building Department for compliance.
[X] 1272.00- Maintenance of Defensible Space. To ensure continued maintenance of
properties in conformance with these standards and measures and to
assure continued avail -ability, access and utilization of the defensible
space provided for in these standards, annual maintenance must be
provided for by the land owner.
Drivewav Standards
[XI 1273.02
Surface. All driveway'surfaces and structures 1273.07 (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.
P(j 1273.03
Grade. Not to exceed 16 percent unless paved.
1273.04
Driveway Radius
1XI
1 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.
[X] -
2. 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.
[X] 1273.05
Turnarounds. If required, will have a minimum
turning radius of 40 feet from the center of the road.
[X] 1273.05
Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a
minimum 25 foot taper on each end.
P(j 1270'.10
Width. All driveways shall provide a minimum 10 foot traffic lane and
unobstructed vertical clearance of 15 feet along its entire length.
I
[XI 1273.10
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.
1273.11 Gates
pq 1. Gate entrances shall be at least two feet wider than the roadway
it serves.
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.
I
V.-
CDF FIRE SAFE REQUIREMENTS
047-510-005 BP -04-2499 Gibson
AP# PERMIT # NAME
Fuel Modification
1276.01
Pq
I
[X] 1276.02
Setback for Structure Defensible Space
All parcels I 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.
2. For parcels less than 1 acre, local jurisdiction shall provide for
the same practical effect. See other requirements below.
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 and fuel modification shall
be completed prior to completion of road construction or final inspection
of a building permit.
Other Requirements
If Buildinq setback is 15 to 30 Feet:
Class A or B roof
Enclosed Eaves
If Building Setback is Less Than 15 Feet — Class A or B roof with enclosed Eaves and:
Choose any 2 of the following: t setback
Metal or no doors on side toward property line with insufficien
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:
Stucco — 3 coat
Hardi-Board or Plank
Masonry
Masonry Veneer
Metal
Other Butte county Fire Department approved materials
09/01/2004
Date
Darren Read
Signature
,. — 1. "r
February 24, 2005
Mr. Philo Hunt
County of Bufte
7 County Center Drive
Oroville, CA 95965-3397
Re: Plan Review:
Address:
Gentlemen:
Gibson SFD
3020 Rock Creek Drive
County of Butte- FINAL REVIEW
Jurisdiction Application No.: 04-2499
LP2A Job No. 2040015-114
Linhart Petersen Powers Associates (LP2A) has completed a final review of the following documents:
Plans: Two (2) copies Plan Sheets Cover through 14 (15 total sheets) Title/Cbver Sheet dated
August 23, 2004 with revision date of February 10, 2005 by Paul Krohn. -
2. Structural Calculations: Two (2) copies dated February 10, 2005 by Robert Feeney, PE.
3. Title 24 Energy Compliance Documentation: Three (3) copies dated February 10, 2005 by Greg
Shea, P.E.
Lumber Inspection Certificates: Two (2) copies each of certificates BP -55549 and 55550 dated
1-27-05 by WCLIB.
The 2001 California Building, Mechani cal, Electrical, Plumbing and Energy Codes (i.e., 1997 UBC, 2boo
UMC, 2000 UPC, and 1999 NEC as amended by the State of California) were used as the basis,of our
review. We have no further comments.
Enclosed, please find the above -noted documents bearing LP2A approval stamps on the appropriate
sheets. Please do not hesitate to contact us with any further questions.
Sincerely,
LIN
Bill RodgersISE
Structural Engineer
RTB;ag
Enclosures:
ASSOCIATES
Robert T. Berna
I.C.B.O. Plans Examiner
Bin 19
fAbutte county 01 5\bufte county 20M2040015-114-pc2.doc
LINHART PETERSEN POWERS ASSOCIATES
7610 Auburn Boulevard 0 Citrus Heights, CA95610
(916)725-4200 e FAX(916)725-8242 - Toll Free (877) 235-0653
August 25, 2005
Mr. Philo Hunt
County of Butte
7 County Center Drive
Oroville, CA 95965-3397
Re: Plan Review:
Address:
0
Revisions to Gibson SFD
3020 Rock Creek Drive
County of Butte- FINAL REVIEW
Jurisdiction Application No.: 04-2499
LP2A Job No. 2050015-001
Linhart Petersen Powers Associates (LP2A) has completed a final review of the following documents:
1 . Plans: Two (2) copies Plan Sheet 3, dated July 01, 2005 by Mike J. Nelson, PE.
2. Structural Calculations: Two (2) copies dated August 01, 2005 by SIP Engineering.
The 2001 California Building, Mechanical, Electrical, Plumbing and Energy Codes (i.e., 1997 UBC, 2000
UMC, 2000 UPC, and 1999 NEC as amended by the State of California) were used as the basis of our
review. We have no further comments. However, please note the following:
1.. Detail A shown on the back page of the calculations was added to Sheet 3/14 on behalf of the
EOR.
Filclosed, please find the above -noted documents bearing LP2A approval stamps on the appropriate
sheets. Please do not hesitate to contact us with any further questions.
Sincerely,
i I TLI P
IRo7dg e r s.,
Structural Er
kTB:ag
Enclosures:
[END]
EN POWERS ASSOCIATES
Robert T. Berna
I.C.B.O. Plans Examiner
i. MI—V
fAbutte county 015\bufte county 20M2050015-001-pcf.doc
LINHART PETERSEN POWERS ASSOCIATES
7610 Auburn BOLIlevard * CitrLIS Heights, CA 95610
(916) 725-4200 9 FAX (916) 725-8242 - Toll Free (877) 235-0653
BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM
0 FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD)
CHICO AREA RECREATION AND PARK DISTRICT (CARD)
0 PARADISE RECREATION AND PARK DISTRICT (_PRPD)
0 DURHAM RECREATION AND PARK DISTRICT (DRPD)
10 -
Assessor Parcel Number (s) /-V- I � - 15 .- C)c S Buildim, Permit Number oqc-;?
da
Property Owner (s)aa,16 'La
Project Location/Address �Zzclu, CA__01"r,
Subdivision Name Assessable Sq. Ftg-e
Type of Residential Development (check one)
Ncw Development ___L/Single Family -Detached Ringle FAmily-Attached
Altera.tion/Addition(s) _ Non -Residential 'to Residential Multi -Family Dwelling
Mobile h ome Mobile hoine replacement verified by Assessor Department
Demo Permit (date issued VZ ver,if�i�d by Building Department
Comments: __It__� 3z;�;z ) - I � -0,,
�/J - - - -
Department
0 FRRP`D W'CARD D PRPD 0 DRPD certifiDs that:
Date
ApplicaniNamo PhDntNumber
Mailing Address City State Zip
Has complied with requirem ents of the Butte County Board of Supmisors Resolution No.
by Payment of -
Dwelling Units @ per unit for a total of $
Square Feet @ $ per sq fool for a total of
R
Paid by Check No: Paid by Cash:
,,7 . 7,f /,
RiCTeation and Park
K.Vr0M1S\BUiLDD1G FORMS\park-rec standard form rev Ldoc
cl
Receipt No:
5'ate
To so co Jew
SchooLDlitrict
. �r 011
A.�..Vumber
Property Owner
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One forin per Building)
"�;D.
Jurisdiction: city
Property Location/Address 3 6-�? 0
Subdivision
Residential Development M
No of Uving Mobile Home
Units Installation
Commercial/industrial
Now Addition
Building Department Representative
Building Departme
unty
Lot No.
............. e .. .. .......... ..................... .... . i ... . ........................... ....
I Sq. Footage -3,.,;?, e?
Addition/ *Supplemental to
(Group
&MID
Conversion Permit #
*(No fouridation Inspection) f1f* f f
.... . ..................... .... ....................................... ! ....................... . ...
Deed Restricted Sq. Footage ig 0
(Attach a signed copy of Deed Restriction and Notice of Umited Use Facility document)
Sq. Footage
(Including Exterior
Roofed Areas)
Date
Distdct Identification No. 5 0
School Distdct certifies that
A ' I li6ant)
p p
V3
(Street Address) (Phone Number)
(City) (State) (Zip Code)
has complied with the requirements of Resolution No.
representing 17,2 0 square feet.
School District Representative
Paid by Check # & � Remarks:
by payment of $
JAB 2926 $
HFULL 111111111GATION
Date
Nodc You may protest the Impositim of the fen Identified above by submitting a written protest to the District, In compliance with
Government Code SecOm 66020(a), within 90 days from the date fen are 0M. Failure to subn* a timely writtsh protest wtU'prohlbtt
you from dud"Ing the I p m it of the fees In any court action.
11, subsequent to the School District Representative signing this Butte County Schools Impact Fee Cafflftation Form, the District Is
'by the applicable Local Planning Agency that this projec t Is being reviewed under the California Environmental Ottallty Act (CEQA�
V&P ml P'msy be sublect to additional school fen to fully mitigate.ft Impact on the school districes edwals.
White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/03)dm.m
BUTTE COUNTY DEVELOPMENT SERVICES -BUILDING DIVISION
7 COUNTY CENTER DRIVE, OROVILLE
CERTIFICATION OF EXISTING SQUARE FOOTAGE
School District AP C) -7 0 0
Owner's Name _V 11,AA e
Property Location/Address '6DD-0
LO
Square Footage .0 Residential 0 Coffirnercial.
0 Demo permit issued (Date issued XMobile home replaced
xVerified by Building Department Records
0 Verified by Assessor Department Records
C.
6uil ing �Department Reprt#tativ'e Datb
BUILDING DIVISION
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE – OROVILLE, CALIFORNIA 95965 – TELEPHONE: (530) 538-7541
AGRICULTURAL BUILDING EXEMPTION PERMIT
PERMIT NO.
AG-6i-ub-
Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm
implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human
habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a
place used by the public.
ASSESSOR PARCEL NO. 0
0 - 00
ZONING AN 5
OWNER
PHONE NO.
OWNER'S ADDRESS
5c)"a=Q
Ile
T05-C—ATION OF BUILDIN6-,-,
':�nan :Kaee (Inf'k
n
Se -6
iUSE OF BUILDING
�fi �� U ! Q -e=-�
OF STRUCTURE V N
SO. FT.
TYPE OF CONSTRUCTION:
WOOD FRAME STEEL—
CONCRETE—
OTHER(Specify)
TYPE OF SIDINq
ROOF COVE13ING
YPE
LJ' A
ESTIMATED COST OF CONSTRUCTION
$ a. 0 , 6 -D -b 4r�-o
AG Buildings shaIrcomply with the minimum
front, side, and rear yard setback requirements of the applicable County Or . clinances as
follows:
FRONT
go,
SIDES-4-!�e
REAR__�e
AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields.
AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a
mobilehome, and 23 feet from a commercial building.
AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a
mobilehome, and 40 feet from a commercial building.
I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the
AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and
obtain any necessary permits, inspections, and approvals to corp�ly with the req . re nts in effect at that time and before
occupancy.
Date - 6– 2 & –6, — Signature of Owner
Permit Fee - $60.00 The above des/ribed AG Buildin mr)t f
-q is exe rom a buildina Dermit.
I ROOC�y I ISE
Receipt No. .3 L�'
Manager Bu* ding Division
B =y Date 2 -
White — DPW, Yellow — Assessor, Pink — B. L, Goldenrod — Applicant
. ��'X!44
047-510-005
A-5
mw
A-6
m �
PERMIT NO. 1467-88P,E(MH)
PERMIT EXPIRES
t
-OWNER CAROL SIPES
CONTR. OWNER
47-51-05
ASSESSOR PARCEL
LOCATION 3020 Rock Creek Dr., Chico
OFFICE COPY
Address
GAS
Meter By- Date
ELECTRI
Meter By Date
Temp. Pow
Called
Temp. Elec
Called
Temp. Gas
Called
JOB FINAL
Signak
= OK
0 = Not OK
- = Not Applicable
= Not- Ready . / MOBILE HOMES MISCELLANEOUS
Date WBJeE HOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS,CARPORTS,GARAG ES, (Plans)OK except #'s
Caf)'ing Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements
vV1Is;-Sp'eciaI MH Support -Sketch 2. Footings; Soils-Size-Depth-Spacing-Connectors-SteeI
VIC-4er; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists- Deck i ng- Brac i ng-Stai rs- Rai Is
%_K'Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-
Shthg.-Rfg.-Bracing
Mlectricity; Location:g1eyances-GdRd.-//jh/ Amp -Concrete
Gas-, Locati 0 T : / P'U'ft. 5. Alum. Awn.; Col u m ns -Con necti ons-Spi ice- Deca I- Enc losu res
P'Nat. or/ L"ft./ P'LPG 6. Carports; Windows -Doors
I UJItility Clearance 7. Elec.
Card -1311 Date C;IW
Card -1311 Date
Card -131 Date
MW. Card -1311 Date
Date MqhILEHOME!ANSTALLATlON (Plans) OK except #'s
Ir ZAning Req ui rements-Setbacks- Easements
2f/9tings; size-spaci n g-Marri age Line
3.lXas
,;, MH Test- Demand -Valve -Con nector
P6ctricity; MH Test -Crossovers -Breakers -Clearances
80"Qj-din; MH Test -Fall -Flex Connector
&!'WXer; MH Test -Regulator -Connector
tevand S wer Connected -C/0 to Grade -HD Appr(
s and Ele tricity Tagged
�3�s ; Insp.-Sketch
V'��Cert. of Occupancy
Card -131 Date!
/t-;Tard-B 1 Date
Card -131 Date Card -B1 Date
/X
2
8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
— Card -B1 Date Card -1311 Date
— Card -1311 Date Card -B1 Date
Date POOLS (Plans) OK except #'s
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness -
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distances-GFI
5. Elec.; Pool Lighting; 15 volts-GFI
6. Elec.; Enclosures; Conduit Entries -Term I nal s- Listed
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg.
Boxes-Encl osu res -Panel board s- Ins. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
Card -131 Date Card -B1 Date
Card -B1 Date Card -1311 Date
= OK
0 = Not OK
- = Not Applicable RESIDENTIAL (Single and Duplex)
* =,Not Raady
Date UNDERFLOOR (Plans) OK except #'s
1. Zoning -Setbacks; -Easements -Flood -Slope
2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Dep&
3. Ftg., Garage; Soils -Steel-/ ' P' Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth
5. Sternwalls, Main; Steel- BI ockouts-Wrapped
6. Sternwalls, Garage; Steel-Blockouts-Wrapped
7. Slab; Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fittings -Test -2 way C/0 -Sewer Test
10. Gas Pipe; Size -Anchors
11. Water Pipe; Test -Anchors- Reg ul ator-Service Test
12. Electric; Underground
13. Plenums & Ducts; Clearance- Materi al -Su pprt- Ins.
14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
15. Insulation
Card -Bi Date Card -131 Date
Carcl-131 Date Card -131 Date
Date PLUMBING (Permit) OK except #'s
16. Water Ht. Vent -Access -Combustion AirBaffle
17. Water Pipe; Test & Anchors -Nail Protection
18. D.W.V.; Test-Fttngs & Anchors -Nail Protection
19. Shower Pan; Test, First Floor -Tub Access
20. Test Tub & Shower, 2nd Floor -Tub Access
21. Gas Pipe; Size & Anchors
Card -131 Date Card -131 Date
Card -131 Date Card -131 Date
Date ELECTRICAL (Permit) OK except #'s
22. Fixture & Transformer Clearance -Ins. Protection
23. Elec. Receptacles Spacing -Lights & Switches at Doors
24. Size Boxes & No. of Conductors -Stapled
25. Romex Installed Close to Edge of Studs & C.J.
26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water
27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I.
28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size / /ga.
Cu or Al
29. Range Circ. ga. Cu or Al -Oven Circ. ga. Cu or Al.
Insulated Neutral Yes No
30. Service -Riser Conductors & Ground -Main Disconnect
31. Equip. Clearances Pane Is- Motors- Mech. Equip.
32. Clothes Closet Light -Shower Light -Spa Light
33. Smoke Detector
Card -81 Date Card -131 Date
Card -131 Date Carcl-131 Date
Date MECHANICAL (Permit) OK except #'s
34. A.C. Ducts Insulation & Support
35. Vent Fan; Exhaust above insulation
36. Condensate Drain & Overflow; Size & Grade
37. Furnace -Vent; Access -Comb. Air -Return Air Vent -1 15 outlet
38. Attic Access & Platform if Furnace in Attic
Card -131 Date Card -131 Date
Card -131 Date Card -131 Date
Date FRAMING (Plans) OK except #'s
39. Sills, Proper Material & Anchors
40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound
41. Bearing Walls over Girders & Floor Nailing
42. Draft Stop in Walls (rat proof)
43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub
44. Header & Beam -Size & Bearing
Date FRAMING (Continued)
45. Hangers -Post Caps -Anchors -Connectors
46. CIng. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng.
47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance
48, Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
50. Garage Fire Protection Fram in g
51. Property Line Firewall & Openings
52. Ext. Doors -One T -Check Garage -3rd story, 2 exits
53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
54, Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
55. Siding -Nailing Veneer
56. Stucco Mesh -Drip Screed -Fd. Vents-UnderfIr. Access
57. Glazing Area -Glass Protection -Skylights -Plastic
58. Shear Walls; Nailing -Bolts
59. Insulation-Walls-Clg.
60. Infiltration-Walls-Wndws
Card -B1 Date Card -131 Date
Card -131 Date Card -131 Date
Date FINAL (Plans) OK except #'s
61. Ext. Steps -Door & Sidelight Protection -Landings
62. Smoke Detector
63. Furnace; Vents -Clearance -Comb. Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
64. Bedroom Exiting
65. G.F.I. & Bath Fixtures & Tub Access -Spa
66. Elec. Trim & Subpanel; Breaker Sizes -Labels
67. Stairs & Rails
68. Fireplace or Stove; Clearances -Hearth
69. Elec. Outlets at Wood Panel; Int. & Ext.
70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance
71. Elec. Outlets & Receptacles at Kit. Counter
72. Garage Fire Door; Swing -Landing -Closer
73. A.C. Duct in Garage -Damper
74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.-
In Garage; Above Floor-Mech. Protection
75. Plb., Elec. & Mech. Equip. Listed for Location
76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec.
77. Insulation -Foam -Looked in Attic 11 Yes
78. Guard Rails & Deck Construction -Post Caps
79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth
Clearance Looked under Floor 0 Yes
80. Following instld.; Drive -0 Yes 0 No; Walks 0 Yes 0 No;
Planters 0 Yes 0 No
8i. Stucco; Brown -Finish
82. A.C. Unit; Disconnect, Electrical, Plumbing
83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to
Openings.
84. Water Well; Disconnect, Electrical, Plumbing
85. Exterior Elec. Trim; G.F.I. Receptacle -Underground
86. Ventilation throughout House
87. Glass Protection
88. Corrections from Previous Inpections
89. Gas Test -Meters Tagged; Gas -Electric
90. Water & Sewer Connected -C/O to Grade -HD Approval
gi. Energy Compliance Certificate -Other Certificates
92. Roofing Certificate
Card -B1 Date Card -131 Date
Card -131 Date Card -B1 Date
Card -131 Date Card -131 Date
Comments at Final:
(NOTE: An entry must be made each time you visit job site)
MOBILEHOME INSTALLATION ACCEPTANCE
COJNTY OF BUTTE
-i� DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE
OROVILLE. CALIFORNIA — 534-4541'
PERMIT NO.
Address or location of mobilehome
Owner's name
Owner's address
Insignia or hud number
Manufacturer's name
Serial number of V.I.N. Year of manufacture
(Official Approving Instal ation) (Date)
IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION
ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE
MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM.
513B White - Owner, Yellow - Inst-31ler, Pink - D.P.W.
, COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751 -
7 County Centei Drive, Orovi I le — Phone: 538-7541
747 Elliott Road, Paradise— Phone: 872-6307
CORRECTION NOTICE
4;�u
OWNE141 / PERMIT
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work Is ccmpleted. If you have any question pertaining to this
matter, or need additional explanation, please contact this. office Immediately.
Inspector— Date -�5 X2, C-�' /!��
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive. Oroville — Phone: 538-7541
747 Elliott Road, Paradise— Phone: 872-6307
CORRECTION NOTICE
/ a /, 7
T NO.
A routine Inspection Indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
wh n correction of work is completed. If you have any question pertaining to this
ma7ter, or need additional explanation, please contact this office Immediately.
Inspector —Date—
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - Oroville. California 95965 - Telephone: 916/538-7541
.1. 1 APPLICATION AND- PERMIT
PERMIT NO.
f -f <77
ASSESSOR PARCEL NUMBER
ZONING
BUILDING PERMIT V
0
- /Ill 0 C_
EPHONE
SQ. FT. OCC. BUILDING VALUATION
OWN,F,R'S MAILING ADDRESS
30A a of 6 C k &M 41z_
CONTRA
TELEPHONE
CONTRACTOR'S MAILING ADDRESS
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation is
Filing Fee
$
LENDER*S MAILING ADDRESS
Permit Fee
$
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee
$ /s, 0 C)
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDING ADDRESS Ao /<
,,X,lcoo k U,
Permit fee
$
PLUMBING PERMIT
FilingFee 10.00
Each Trap
2.00
Solar or heat pump water heater
20-00
LOT NO.
SUBDIVISION NAME
PARCEL MAP
Water piping
5.00
Each qas water heater or vent
5.00
USE OF STRUCTURE
SF [:1 DuplexE3 Mobi I ehome U] Other
SPECIFY
Gas piping system 1 - 5 outlets
5.00
Building sewer
5.00
Mobile Home
0 - 0 0 e a, �0, 19 bl!,�
TYPE OF WORK
Newr-1 Addition[D mo7e 1E,,] Utilities stal7ltionE) OtherEl
0471A. to- 1
Describe work: f td.(� I
(,cx ic,-f \ 0 1
Permit Fee
$ 0 C
Contractor
ELECTRICAL PERMIT
FilingFee 10.00.
V
600V OR LESS
main service 100 AMP OR LESS
10.00
Main service EA. AOO'L 100 AMP
2.50
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
E) I am licensed under provisions of Chapt. 9, Div. 3 of the Busines S
and Professions Code and my license is in full force and effect.
License No. Classification
1, as the owner. or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
1, as the owner, am exclusively contracting with licensed 1.;UIILI0GL-
ors. (Sec. 7044)
I am exempt under Sec.—, Business and Professions Code
for this reason
NE W CONST. (DWELLING OCCUP.6j)
OR AODNS. ACC.BLDGS. 21/20sq It
NEW CONSTR. MULTI -OUTLET
NON * RESID. BRANCH CIRCUITS) 2.50 ea I
(POWER APPARATUS &
SINGLE OUTLET CIR.
200500
Ex. Occup(OUTLETS OR FIXTUR ES SAI -6301
FIXED APPLISIS OR
Ex. Occup. OUTLETS (RESI*D.) EA.) 2.00
Temporary service 10.00
Mobile Home Facilities 15-00
Misc. Wiring 15.00
Permit Fee $
Contractor
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
F� The permit is for.$100.00 (valuation) or less.
I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
I shal I not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you bebome UUJtIL;L
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
MECHANICAL PERMIT
Fi I ing Fee 10.00
Heating
Cooling
Hood
3.00
Venti lation
Permit Fee
$
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the County of
Butte to enter upon the above-mentioned property for inspection purposes.
1 also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, and expenses which may in any way accrue
against said County in consequence of the granting of this permit.
x Date
Signature of Applicant - OwnerK Contractor El Agent
An OSHA perm it is r uIred for excavations over 5'0" deep and demolition or construct-
ion of structure. overystorial in height.
Mobile Home Installation Fee $
Energy Inspection Fee
TOTAL PERMIT FEE $
occ u P.
I comsT.TYPI11
ISCHOOLI
%L0001
PARCEL
V_
I 'Po
This permit is hereby issued under
sions of the Butte County Code and/or
work Indicated above for which
DIRE OR 0 ii;�UBLIC
By
PERMIT F:XwR,—FS Date
the applicable provi-
resolutions to do
fees have been paid.
WORKS
Date
A�Z-) 2�
Receipt No.
WHITI-O.P.W.. YELLOW-A38E3qfR. PINK-INSPKCTOR. GOLDENROD-APPI. I CANT
COUNTY OF BUTTE - DEPARTMENT'OF PUBLIC WORKS - BUILDING DIVISION
7 COUNTY CENTER DRIVE - 6�ovILLE, tA�LIFORNIA 95965 - TELEPHONE: 916/538-7541
PERMIT APPEIGATION'DATA SHEET
Permit No.
0 (4,0
OWNER 1P 0.
Building Inspeic — Date5 _/0 - 01 -Ir
Proposed Building Use tor.4&
I
At time of permit application, I was advised the following data'mist be submitted prior to permit processing
and:/or issuance: DATE RECEIVED APPROVED
1. All items.have been submitted . . . . . .. . . . . . .
2. Plot plans in duplicat6hriplicate, signed by preparer of plans. .
3. Complete plans in duplicate./triplicate, signed by preparer of plans.
4. Complete engineered pl ans and calcs, with wet signature on -plans.
5. Plans with Energy Design -Compliance Statement . . . . . .
6. School District "Fees Paid" Stamp on Floor Plan.
7 Statement of Intent for Non -Heated and AC Buildings.
8. Fees of $ . . . . . . . .
0;14--19. Letter of signature authorizat� LO
—Sanitation approval from Health Dept.
11. Planning approval for (A) Use: — (B) Parking: -
12. Certificate of Workmen's Compensation Insurance . . . . . .
13. Contractor's License Information (no., name style, classif.)
14. Owner -Builder Verification (Given to ownerEl, Mail toownerF1
—15. Improvements may be required . . . . . . . . . . . .
16. Mobilehome Installation Data. . . . . . . . . . .
Pre-In:pec.srequest to (Date)
17. Pre -Inspection for Required. Building In pector
.18. Recorded copy of Agricultural Acknowledgment Statement.
19. Driveway Permit.
-20. Plot plan approval from city of
21. Engineered trusses'in duplicate (required prior to plan check). -
22.
Whe issue the process as follows: —Mail to ner, Mail to contractor.
'"ou
/'N Telephone and hold for pickup a f ice, —Deliver w/inspectq�r.
Other
Applicant— y
Copy of p I ans sent — Hea I t h Dept., — F i re Dept. � — Other — Date
The following data must be submitted prior to permit issuance: (Circle new item not checked above).
1. Index permit for above items No.
2. Additional items required:
Contractor, designer, owner, was advised of above required data by—phone_--mal I —counter by— date
Contractor, designer, owner, was advised of above required data by —phone _rna I I —coun"'ter by— date
Plans checked by Date Plans approved by IQ Date
—Sets of plans on hold in —File cabinet _AP folder
Copy—DPW
TO Buildin : q Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
---Abe- (C q-7 -
Owner Location AP#
Plan Approved for: Sewage Disposal Water Supply
HO'ld,f.inal I for: Water Supply
Final clearance O.K. for: Water Supply
Clearance for bedroom--m-obile home Other.
NOTE
sea, t-a—r-14a n D . ate
COUNTY OF BUTTE - Department of Public Works
7 County Center Drive, Oroville.- CA 95965
Attention Property Owner':
OWNER -BUILDER VERIFICATION
Phone: 916-534-4541
An "owner -builder.' building permit has been applied for in your name and bearing
your signature.
Please complete,and return this information at your earliest opportunity to avoid
unnecessary delay-irt.processing and issuing your building permit. No building permit
will be issued until this verification is received.
1. 1--ptrsanally plan to -provide the major labor and materials for -construction of
the proposed property improvement (yes or no)
2. 1 (have/have not) .4 0 signed an application for a building permit
for the proposed'work.
3. 1 have contracted with the following person (firm) to provide the proposed
construction:
Name '
Address City
Phone Contractors License No.
4. 1 plan to.provide portions of this' work, but I have hired the following person
to coord-inate, supervise, and provide the major work:
Name
Address City
Phone Contractors License No.
5. 1 will provide some of the work but I have contracted (hired) the following
persons to provide the work indicated:
Name Address Phone Type of Work
Signed : I .
Property Owner
Social Security NugJ)er OWL_
Date ", ::�, - W
IF k J(, 11 r- I
NOTE: This Owner -Builder Verification is -sent to you as required by Sections 19831 and
19832 of the California Health and Safety Code.
This verification must be completed and returned to our office before we are per-
mitted to issue the permit.
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO.
7 County Center Drive - OroviNe. Cali46rnia 95965 - Telephone: 916/538-7541
APPLICATION AND -PERMIT
ASSESSIYA CEL NUMBER
_�R I I
'51 00
ZONING
BUILDING PERMIT
7R
.,57i
TELEPHONE
3 Y111-1 35V-5
SQ. FT. OCC. BUILDING VALUATION
OwNERIS MAILING,*,DDRESS
CONTRACT - OR*5 NAME H E
407 aZ 0.eJ IS;q1
CONTRACTOR`5 MATLING ADDRESS I
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation $
Filing Fee
$ 10.00
LENDER'S MAILIN ADDRESS
Permit Fee
$
ARCHITECT OR ENGINEER
E NO.
Plan Checking Fee
$
Energy Plan Checking Fee
$
ARCHITECT OR ENG)INEER'S MAILING ADDRESS
/Ce7ce-1/
Penalty
$
BUILDING ADDRESS
Permit fee
$
PLUMBING PERMIT
Filing!Fe� 10.00
30,26
Each Trap
2.00
Solar or heat pump water heater
20-00
LOT NO. *I SUBDIVISION NAME PARCEL MAP
Water piping
5.00
Each qas water heater or vent
5.00
USE OF STRUCTURE
SFE] Duplex[] MobilehomeA Other
SPECIFY
Gas piping system 1 - 5 outlets
5.00
Building sewer
5.00=
Mobile Home Is
110.00e�
TYPE OF WORK
New FI Addition [] R emode 1 [:1 Uti lities Installation Other
Describe work:
Permit Fee
$
Contractor
ELECTRICAL PERMIT
FilingFee 10.00
Main service 700V OR LESS
100 AMP OR LESS
10.00
Main service EA. ADD -L 100 AMP
2.50
CONTRACTORS LICENSE LAW
I declare d r e alty of perjury (check one):
-n
licensed under provisions of Chapt. 9, Div. 3 of the Business
�a
and Professio Code and my license is in full force and effect.
License No. _;: 4(!�W rl - Classification
1, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
1, as the owner, am exclusively contracting with licensed L;UIILIdUt-
ors. (Sec. 7044)
I am exempt under Sec.—, Business and Professions Code
for this reason
NEW CONST DWELLING OCCUP.N)
OR ADDNS. ACC.BLDGS. 21/20sqft
NEW CONSTSL MULTI-OUTLE I
T
NON-RESID, BRANCH CIRC.ITS) 2.50 ea,
POWER APPARATUS 6)
(SINGLE OUTLET CIR.
20050t
Ex. OCCUP(OUTLETS OR FIXTURES
FIXED APPLNS. OR T_
Ex. OCCUP. OUTLETS (RESID.) EA. 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
Misc. Wiring 15.00
Permit Fee $
Contractor
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
n The permit is for $100.00 (valuation) or less.
E] I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or.a Certificate
o!,Consent to Self -Insure.
E4,-rshall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become �IJIJJVLA
to the W. C. provisions of the Labor Code, you must for-01wit Vmp, y c
provisions or this permit shall be deemed revoked.
MECHANICAL PERMIT
FilingFee 00
Heating
Cooling
Hood
3.00
Ventilation
P _,r a
_7,effn Fee
$
0� factor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
1 also agree to save, indemnify and keep harmless the County of Butte against
all liabilit.ies, judgments, costs, and expenses which may in any way accrue
ag C f ing of this permit.
X Date,�—
Signature of Applicant - Owner El Contractor El Agent 3____
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $ It)
Energy Inspection Fee
TOTAL PER IT FEE,,-' , $
OCCUP.
CON3T.TYPE
`7`1
P71PAPI
0D
I
This permit is hereby issued under
sions of the Butte County Code and/or
d' t d ,pbove for which
work 'in ica e
PUBLIC
By
PE IT EXPIRES Date
the applicable provi-
resolutions to do
fees have been paid.
WORKS
Date
Receipt No. "1"-717 7 6t!� -
WHITE-D.P.W.. YELLOW-ASSEISSOR, ANK-INSPECTOR. GOLDENROD-APPLI CANT
COUNTY OF BUTTE - DEPARTMItht-61F N iA
j, 4 �,VBLIC WORKS - BUILDING Dxvitid '7
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541
PERMIT APPLItATION DATA SHEET
Permit No.
�/ 7- -51 -
OWNER A. P. No
-7-
Proposed Building Use 1221�1_2 Building Inspector Date_�
At time of permit application, I was advised the following data must be submitted prior to permit processing
andJor issuance: DATE RECEIVED APPROVED
1. All items.have been submitted . . . . . . . . . . . .
2. Plot plans in duplicate./triplicate, signed by preparer of plans. . I
-.3. Complete plans in duplicate/triplicate, signed by preparer of plans.
4. Complete engineered plans and calcs, with wet signature,,on 'plans.
ee
5. Plans with Energy Design Compliance Statement. . . . �J. .
6., School District "Fees Paid" Stamp on Floor Plan.
7 Statement of Intent for Non -Heated and AC Buildings.
8. Fees of $ . . . . . . . .
9. ''Letter of signature authorization.
10. 'Sanitation approval from Health Dept.
11. Planning approval for (A) Use: — (B) Parking: -
12. Certificate of Wor ' kmen's Compensation Insurance . . . . . .
13. Contractor's License Information (no., name style, classif.)
14. Qwner-Builder Verification (Given to ownerEl, Mail to owner
—15. Improvements may be required . . . . . . . . . . . .
16. Mobilehome Installation Data. . . . . . . . . . . .
Pre-Inspec. request to (Date)
17. Pre -inspection for Required. Building Inspector
18. Recorded copy of Agricultural Acknow1edgment Statement.
.19. Driveway Permit.
20. Plot plan approval from city of
- Engineered trusses'in duplicate (required prior to plan check).
X2 �I_IS7— :51 7�E—
When you issue the permit, process as follows: —Mail to owner, —Mail to contractor.
___�J_Telephone and hold for pickup at—office, Deliver w/inspector.
Other. .7ei
ApplicaZAe VZZ4�,ate
Copy of plans sent — Health Dept., —Fire Dept., — Other—Date
The following data must be submitted prior to perrX't issuance: (Circle new ite not checked above).
1. Index permit for above items No. 4
2. Additional items required:
Contractor, designer, owner, was advised of above required data by —phone ---Mai I —counter by
Contractor, designer, owner,,7s
I; 7dvised of above required data by—phone—mall—counte y
ov
Plans check d by —Date-, "--AA Plans approved by— WE
Sets of plans on hold ine File cabinet _AP folder
Cot)v—DPW
— date
— date
Date
L
L 7, If
IS 711'
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ork
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--.1 41
BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS
7 County Center Drive, Oroville, CA
PHONE: 538-7541
MOBILEHONE INSTALLATION SHEET
-��Z
I Owner's Name: S
VL
2 Installer's Name: A�-j
L11-
3. is the site currently under permit? Yes No
�. (if yes, furnish permit qumber ) OR
Is the site an existing site? . Yes No
(If yes, furnish two plot plans.)
4. Will the mobilehome be located at least 5 ft. away from septic tank and leach
fields and clear of all setbacks and easements? Yes E— No 1-1
(If no, clarify _
5. What is the mobilehome electrical rating? --------------- Z6-0 Amps
6. What is the m obilehome site service rating? ------------- Amps
7. What is the mobilehome site circuit breaker rating? ----- Amos
8. Is there any other electric load to be served by the
mob . ilehome site service? -------------------------------- Yes F] No El—
(If yes, identify the load and size: (Load) (Amps)
(in.)
9. What is the mobilehome site gas pipe size? --------------
10. What is the type of gas service? ------------------- Natural D LPG
1 11. What is the gas pipe length from meter or tank to the
mobilehome? -----------------------------------------------
12. What is the'mobilehome gas demand? ---------------------- (BTU)
*(This information not required if pipe length less than
natural gas or less than 50 ft. on LPG. SUIL, OtOUNT�
'DNG DPJOAqrMeN�
A PPR
OV19D
MOBILEHOME SUPPORT DATA
if other than single wide, —C 2 /qear 17FS�;'
Mobilehome Mfr.(, '114 L,2�--furnish Setup Model No.,6 5
-17 (ft.) Box Length _
Width (ft.) Tagalong or Expando Size,
on all mobilehomes manufactured after October 7, 1973, furnish manufacturer's
manual and structural setup sheets (if not on file with the County of Butte).
FOOTINGS (check one) E �1- Wood -pressure treated or foundation grade. 0 2.
SU[IPORTS (check one) Concrete block. 2. Other (specify)
EK El
Pier Footing Sizes and Locations
I NGLE -WIDE MULTI -WIDE
" U� Line 1
line 2 Line 2
Main Beams-----.,,,,
Line
Line 3
Line 2
Main Beams
_\N Line
Llne I Piers:
size -Min - ------------
Spacing-Max - ---------
Fr,,m Iiiids-Max - -------
Lfite 2 Ilicra:
Size -Min - - ---------- n
Spac J.,g -Max - ---------
From Ends -Max --------
jj!�tj_!��cjf Wads:
Size-MJn -------------
Tag or Triple
Line 4
Line
01 f 41 W, owl,
Line 1 Openings,:
ft. x f t .
installation
other (specify)
Size -Min - -- ---------------
Each Side of Openings
With Width Over --------- E=
Line 3 Piers: (Under Bearing Wall Only)
Size -Min -------------------
Sp.jcing-Max ----------------
From Ends -Max --------------
F... '.. -1 .x 11x d N 1. 11X 11X .11
IA)cati,)n (From FronL) I- j 1- 11 , _. j I - , , -
.Llne 4 ±�ers : - - Line 5 Piers: (Under Bearing Walls Only)
Siz,.—Min ------------- Size -Min --------------------
Spa, j,,g-Max ---------- Spacing -Max ----------------
From Eiida-Max -------- From Ends -Max --------------
Liiit�_A Roof Wads:
S ize-mj 11 --------------
locaLiOn (From Front)
-4
EIDENTIAL,',
-7
47-51-05 2911-90B
SIPES, Joe & Mar jan
3020 Rock Creek Rd, Chico
Contr: North State'Aluminum
(awning/MH)
s -i Pkj(-, Claic P'A S�+'
At".k) rLd S -Q -L vv- a;j
3 O"Z Z)
JOB FINALE
Signature
V=OK
0 = Not OK
Not Applicable
Not Ready MOBILE HOMES
Date OK except Vs
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
3. Sewer; Location -Test -Fall -C/0 Concrete
4. Water; Location -Test -Easement Needed (Sketch)
5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete
6. Gas; Location -Test-Wrap: / P'L"ft.
/ P'Nat. or/ /'V'ftJ P'LPG
7. Utility Clearance
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date MOBILE HOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements -Setbacks Easements
2. Footings; Size Spacing -Marriage Line
3. Gas; MH Test -Demand -Valve -Connector f
4. Electricity; MH Test -Crossovers -Breakers -Clearances P
5. Drain; MH Test -Fall -Flex Connector
6. Water; KIIH Test -Regulator -Connector I . t
7. Water and Sewer Connected -C/0 to Grade -HD Approval
8. Gas and Electricity Tagged
9. Exits; Insp.-Sketch
10. Carl. of Occupancy
Date Card B-1 Date Card B- I
Date Card B-1 Date Card B-1
MISCELLANEO
#'s
2. FooWs; Sq!�-Size-Depth-Spacing-Connectorsttee!/ Y?-Z�y Y
3. Decks; �Rfders and 4�_kTo ists-Decking-Bragiag-Stairs-Rails
4. WoaeAwn.: Pos'%Aeams-Rftrs.-CooW@tors
". Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
'7- �.�,Roofing
- JI ExL;_�-Doors-Landings
Date Z'I 4TO Card B- 1 U e> 9) Date Card B-1
Date 10 Card B-1 jkj2 , Date Card B-1
Date POOLS (Plans) OK except If's
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distances-GFI
5. Elec.; Pool Lighting; 15 volts-GFI
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Etec.; Bonding; Metal w/5' -Circulating Equip. -Heater
'8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes-Enclosu res-Panal boards- Ins. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
V OK
0 Not OK
Not Applicable
Not Ready RESIDENTIAL (Single
& Duplex)
Date
UNDERFLOOR (Plans), OK except #'s
Date
FRAMING (Continued)
1. Zon in g -Setbac ks- Ease ments- Fl ood-Slope
45. Hangers -Post Caps -Anchors -Connectors
2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
46. CIng. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng.
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
47. Pireplace Ties or Type A Flue -Fireplace Throat clearance
4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth
48. Attic Access; Size & Romex Protection- Draft Stop -ins. Baffles
5. Stemwalls, Main; Steel-Blockouts-Wrapped
49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
6. Sternwalls, Garage; Steel-Blockouts-Wrapped
50. Garage Fire Protection Framing
6a. Hold Downs and Special Anchors
51. Property Line Firewall & Openings
7. Slab; Steel -Wrapped
52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits
8. Piers -Fireplace Ftg.-Steel
53. Stairs; Width -Head room -Rise -Run- Landi ng -Fire Protection
9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test
54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers
10. Gas Pipe; Size -Anchors
55. Siding -Nailing Veneer
11. Water Pipe: Test-Ancho r- Reg u lator-Service Test
56. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access
12. Electric; Underground
57. Glazing Area -Glass Protection -Skylights -Plastic
13. Pienums & Ducts; Clearance -Material -Su pport- Ins.
58. Shear Walls; Nailing -Bolts
14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
59. Insulation -Walls -Ceilings
15. Insulation
60. Infiltration -Walls -Windows
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
PLUMBING (Permit) OK except #'s
Date
Card B-1 Date Card B-1
16. Water Htr.; Vent -Access -Combustion Air -Baffle
Date
FINAL (Plans) OK except #'s
17. Water Pipe; Test & Anchor -Nail Protection
61. Ext. Steps -Door & Sidelight Protection -Landings
18. D.W.V.; Test -Fittings & Anchor -Nail Proteciion
62. Smoke Detector
19. Shower Pan; Test, First Floor -Tub Access
63. Furnace: Vents -Clearance -Comb. Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
20. Test Tub & Shower, Second Floor -Tub Access
21. Gas Pipe; Size & Anchors
64. Bedroom Exiting
65. G.F.I. & Bath Fixtures & Tub Access -Spa
Date
Card B-1 Date Card B-1
66. Elec. Trim & Subpanel; Breaker Sizes & Labels
Date
Card B-1 Date Card B-1
67. Stairs & Rails
Date
ELECTRICAL (Permit) OK except #'s
68. Fireplace or Stove; Clearances -Hearth
22. Fixture & Transformer Clearance -Ins. Protection
69. Elec. Outlets at Wood Panel; Int. & Ext.
23. Elec. Receptacles Spacing -Lights & Switches at Doors
70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance
24. Size Boxes & No. Conductors -Stapled
71. Elec. Outlets & Receptacles at Kit. Counter
-of
25. Romex Installed Close to Edge of Studs & C.J.
72. Garage Fire Door; Swing -Landing -Closer
26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water
73. A.C. Duct in.Garage-Damper
27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI
74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.
In Garage; Above Floor-Mech. Protection
28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga.
Cu or Al
75. Plb., Elec. & Mech. Equip. Listed for Location
29. Range Circ. ga. Cu or Al -Oven Circ. ga. Cu or Al.
Insulated Neutral 0 Yes 0 No
76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection
77. Insulation -Foam -Looked in Attic 0 Yes
30. Service -Riser Conductors & Ground -Main Disconnect
78. Guard Rails & Deck Co nst ruction -Post Caps
31. Equip. Clearances Pane Is- Motors- Mech. Equip.
979. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth
Clearance Looked under Floor 0 Yes
32. Clothes Closet Light -Shower Light -Spa Light
33. Smoke Detector--
80. Following instId.; Drive 0 Yes 11 No; Walks 0 Yes 0 No;
Planters 1:1 Yes 0 No
Date
Card B-1 Date Card B-1
81. Stucco; Brown -Finish
Date
Card B-1 Date Card B-1
82. A.C. Unit; Disconnect, Electrical, Plumbing
Date
MECHANICAL (Permit) OK except #'s
83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to
Openings
34. A.C. Ducts Insulation & Support
84. Water Well; Disconnect, Electrical, Plumbing
35. Vent Fan; Exhaust above insulation
85. Exterior Elec. Trim; G.F.I. Receptac le-Unde rg round
36. Condensate Drain & Overflow; Size & Grade
86. Ventilation Throughout House
37. FOrnance-Vent; Access -Comb. Air -Return Air Vent -1 15 outlet
87. Glass Protection
38. Attic Access & Platform if Furnance in Attic
88. Corrections from Previous Inspections
89. Gas Test -Meters Tagged; Gas -Electric
90. Water & Sewer Connected -C/O to Grade -HD Approval
Date
Card B-1 Date Card B-1
91. Energy Compliance Certificate -Other Certificates
Date
Card B-1 Date Card B-1
Date
FRAMING (Plans) OK except #'s
Date
Card B-1 Date Card B-1
39. Sils, Proper Material & Anchors
Date
Card B-1 Date Card B-1
40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound
Date
Card B-1 Date Card B-1
41. Bearing Walls over Girders & Floor Nailing
Comments at Final:
42. Draft Stop in Walls (rat proof)
43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub
44. Headers & Beam -Size & Bearing
each time you visit job site)
(NOTE: An entry must be made
81
COUNTY OF BUTTE - DEPARTIVIEN� OF PUBLIC WORKS
7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541
APPLICATION AND PERMIT
I- . , . t. I—, ., . � -1 "? I
PERMIT NO.
;R PARCEL NUMBER
04-7-2�3-- �- 4 7 - S1 - 6S,
ZONING
WaT 461
BUILDING PERMIT
OWNER
Joe & Marian S* es
TELEPHONE
345-3625
SQ.FT. OCC. BUILDING VALUATIO
384 in 3840
OWNER'S MAILING ADDRM
10 Plaza a Chico 95926
ME
CONTRACT..'.
North State Aluminum
ITELEPHONE
343-7956
CONTRACTOR'S MAILING ADDRESS
Chico, 95926
3029A�T
Fireplace
0
,�eE&splanade
CONSTRUC ER
N/A
OWN
Total Valuation
LENDER'S MAILING ADDRESS
N/A
Filing Fee
$ 10.00
Permit Fee
$ 44.50
ARCHITECT OR ENGINEER
Robert W. Hausslpr
LICENSE NO.
696
Plan Checking Fee
$ 22.25
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
P.O. Box 669, Templeton, CA 93465
Penalty
$
BUILDING ADDRESS
3020 Rock Creek Lane Chico, 95926
Permit fee
$ 1� L) .6
PLUMBING PERMIT
FilingFee 10.00
Each Trap
2.00
Solar or heat pump water heater
20-00
LOT NO.
UBDIVISION NAME
PARCEL MAP
Water piping
5.00
Each qas water heater or vent
5.00
USE OF STRUCTURE
SFE] DuplexF� MobilehomeR Other
SPECIFY
Gas piping system 1 - 5 outlets
5.
Building sewer
5.00
Mobile Home Is
10.00 ea
TYPE OF WORK
New Addition [I Remode I R Uti lities [I Installation[] Other
Describe work: Install freestanding awning structure
Permit Fee
$
Contractor
ELECTRICAL PERMIT
Fi I i ng Fee 10.00
main service 1101 OR LESS
100 AMP OR LESS
10.00
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
ER I am licensed under provisions of Chapt. 9, Div. 3 of the Busines S
and Professions Code and my license is in full force and effect.
License No. 424499 Classification B—I,C-61,12-43
1, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
0 1, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
I am exempt under Sec. Business and Professions Code
for this reason
Main service EA. ADD -L 100 AMP
2.50
NEW CONST. DWELLING OCCUP.&)
OR AODNS. ACC. BLDGS.
2'h'Zsqft
NEW CONSTR. M ULT'-OUTLFTITr
NON,RESID BRANCH C.RC, ,
2.50 ea
PO ER A ARATUS.&
SINGLE OPTPLET CIR
Ex. OCCUP( OUTLETS OR FIXTURES
120 @ 50t
ISAL0 300
FIXED APPLNS. OR %
Ex. Occup. OUTLETS_(RESIDA EA.)
1 2.00
Temporary service
10.00
Mobile Home Facilities
15.00
Misc. Wiring
15.00
i
I
Permit Fee
$
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
R The permit is for $100.00 (valuation) or less.
EN I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
Contractor
MECHANICAL PERMIT-
Filing Fee 10.00
Heating
Cooling
Hood
3.00
Venti lation.
Permit Fee
$
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the County of
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabi s, judgments, costs, and expenses which may in any way accrue
ag n once ot the granting of this permit.
X 'k -14A,11 /
zy Date — 8-1 S—C)o
SignaturFAIpplic.ntf- 07�_ner[:] C 0 n1lr'o c t 0 r El Agent ER
Per',
An 0 permit is required for excavations over 5'0" de d of construct-
e n erno ition
ion of stru,h-r-, over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST TYPE
TOTAL FEE,$
HAZJ
CUA
PARK
I -rH[
I
I v
v
i;el
HD
This permit is hereby issued under
si�ns of the Butte County Code and/or
work indicated abov for which fees
VDIFFR 01�,�LIC
B yrz-
PER141T EXPI'RES bdte —1-4 f
the applicable provi-
resolutions to do
have been paid.
WORKS
r) a t
J
Receipt No. mgvs-- a,
WHITE-O.P.W.. YELLOW-ASSFSSOR. PINK-INSPECTORMOLDENROD-APPLI CANT
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 Count y Center Drive, Oroville, CA 95965. PHONE:, 916-538-7541
DATE August 30, 1990
North State Aluminum RE: Permit appin #2911-90 for awning
3029 A The Esplanade structure for Joe Sipes
Chico, CA 95926
A.P. #
47-51-05
With reference to the above subject:
Attached is. ;'.
Application for permit Mobilehome Utilities Installation Sheet
Building Plans Mobilehome Installation information Sheet
Engr.'Cdlcs Typical Plan Sheet
Owner'!-Builder'Verif,ication Form List of Codes Enforced
OTHER
L= We need theifollowing information:
Permii application signed and completed where indicated with all copies returned.
XX 3(Fees bf $ in.on payable to Butte County Treasurer.
Certificate of Workmen's' Compensation Insurance or check exemption statement.
Contractor's License Law information or check exemption statement.
Complete plans in including plot plans.
Plot plans in
Structural details in
Complete plans and calcs in by -registered engineer or architect.
Energy design including
Street and drainage improvement plan approval from Land Development Section'(DPW).
sets of plans in accordance with the changes marked in red.
XXXX Sanitation approval from Butte County Health Department at:
XXXX 196 Memorial Way,'Chico
7 County Center Dr., Oroville
Skyway & Elliott Rd., Paradise
Planning approval from Butte County Planning Department, 7 County Center Drive,
.0roville, for
Completed Owner -Builder Verification form.
Recorded copy of deed showing
Recorded copy of agricultural acknowledgement statement.
" OTHER
Should you have any questions concerning the above, please contact naup WnqnP:g
of this office. 538-7541
Yours very truly,
JFG/aj
William Cheff
Director of Public Works
��J.F�. Glander
;Chief Building Inspector
DA**E: PLOT PLAN FOR PERM.ITAPPLICATION THRnuGH
NORTHSTATE ALUMINUM9 INC.
3029A Esplanade 6 ChIC6" California 95926
Telephone: (916) 343-7956 (In'paradise: 872-4013)
LOCATION ADDRESS: PARCEL #(n47z,23-Q-QQ/4-Q_
01,!NER: COST OF JO�?_Lq2��
MAILING ADDRESS:
14ORK TO BE PERFORMED: A 2. nkN
R�
M
This set of plans and specifications MUST be
kept on the job at all times and it is unlawful to
make any changes or alterations on same with-
out written permission from the Department of
Public Works, County of -Butte.
ov? - n - cc L/ - (:)
NOTE -..—All Moferiials & Workmanship Shall Be In
Adcordanc6 wifh . Recognized Good Practices and
I
of a 4�ality presceibed for the Specified use in the
Uniform Buiiding. Plumbing & Mechanical Codes 6"0
AN N -vi, al Code.
D
?p
BUTTE COUNTY
BUILDjNG DEPARTMENT
ED
APPROV-.
ZZC/ W�Olq6
899A
em Molt J" 2 to �.a.-two.- A
to &P -Val" -
10 b O'd i'ijrjr'p c.,, i
G lot
id TaUM bna zn-61cl io jw Zidj
It fulwalnu zi 4.1 bric, sort -it 116 ir, doj odt no
-dtiw qfnw, no eficifol'DOC v
man";&
10 toe"nilf'-00 9f It molf r0i'vitnizici �mflilw i;;,7.
.stfus '0 .,?�-,cw , �
'd ea 1;'002 qii?`lO'n1'!*W A -!OhLf,:M, I
bm ?0:0.70iff boo,:.) 4IT'N' k
Xbo'j
5337-29
'2 6 6 T9
CENTER SEC 14-4
PARCEL
cWQ FENCE CORNERAN
3.26 Ac. ROCK MOUND',P8,F
52/63-
513 6.15'
4
—,;Z4
PROPOSED'WELL
L )CATION El!
C
clll�
100'. SE P T I C-�; F
Z, 356 SETBACK
K
220.24...
qo
'A'
K CD
00 33.43 OD
to
to
cli
DETAIL
1. 5 1'
0
ro
S6415QO W
51.68/,
%
4j 1B .
A-19 DE:,rA,l
a %
1W
i = I
v
COUNTY OF BUTTE DtPARTMENT.OF:PUBLIC WORKS - BUILDING DIVISION
DRI�'
7 COUNTY CENTE E - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541
PERMIT APPLI,CATION DATA SHEET
CT Permit No.
0 J061 -
OWNER— I No.
Dector_Z
Proposed Building Use IA.) A 1 1`1 pec or:4��
4 Bu'ilding Insl Date
At time of permit application, I was advised the'j following data must be submitted priorto permit processing and/or issuance:
DATE RECEIVED APPROVED
1. All items have been submitted . .. .................................
2. Plot plans in duplicate/triplicate, signed by preparer of plans ........
3. Complete plans in duplicate/triplicate, signed by preparer. of plans
4. Complete engineered plans and calcs, with wet signature on plans
5. Hazardous Material Form ..........................................
6. Energy Design Compliance and supporting documentation .........
7. Statement of Intent for Non -Heated and AC Buildings ...
8. Engineered truss details and layout in duplicate (required prior to plan check)
9. Mobilehome installation data including manufacturer's installation
instructions ......................................... 9 4
-/A 1190
�S<"(O. Fees.of $ . ...........
11. Chico Urban Area fees paid .......................................
12. Park fees paid ....................................................
DistricPfees paid ..............
.-S ?_9_0A 1,
Sanitation approval from e- Q Health Department 11-7 :4&
*110 City of Chico plumbing permit ...........................................
16. Plot plan and business license approval froTn, City of
(see City for other requirements)
.17. Planning approval fo�� Use: (B) Parking: . ......
14-_
18. Improvements ma�- ituired. Contact Land Development Section DPW
19. Driveway permit (construction approval required prior to occupancy)
20. Pre -inspection for required ... Pre-Inspec. request to
Building Inspector (Date)
21. Contractor's license information (No., Name Style, Classification) . ..
22. Certificate of Workmans Compensation Insurance ..................
23. Owner -Builder Verification (Given to owner 0, Mail to owner 0) .....
24. Recorded copy of Agricultural Acknowledgment Statement .........
25. Letter of signature authorization ...................................
26.
27.
When you issue the permit, process as follows: — Mail to owner. Mail to contractor.
Telephone —and hold for pickup at —office. Del.iver w./inspector.
Other /7 71
Copy of Haz-Mat iorm sent —Health Dept. —Fire Dept. ----Air Pollution Date
Copyofplanssent ---Healith Dept. —FireDept. —Other— Date By
The following data must be sub . mitted prior to permit nce: (Circle new item not checked above).
1. Index permit for above items No.
2. Additional items required:
Contractor, designer, owner, was advised of above required data by—phone---mai I —counter by—date
Contractor, designer, owner, was advised of above required data by—phone—mall—co nter y date
Plans checked by Date V(ans approved by— 1604 —Date 4�50 —
Sets of plans on hold in _F'i le cabi
tel I0 (),
�.Copy—DPW
folder
4 J
4.
3592-81pt
PERMIT NO.
PERMIT EXPIRES
OWNER Richard Sipes
CONTR. -owner
ASSESSOR PARCEL 47-51-5
E/S Rock Creek Dr.,app.200'
LOCATION
N.of Rock Creek Rd., Chico
T
Temp. Power Pole
Called PG&,t
Temp. Elec. Strvice
ailed PG&E
Temp. GaS) Service
11' / i2
X,
t
JOB F14AL ED (Date)
Signature ) Webi
I/ = OK
0 = Not OK
- = Not Applicable MOBILEHOMES MISCELLANEOUS
= Not Ready
Date
IVIOBI��ME UTILITIES (Plans) OK'except #'s
Date
DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s
4' -Zoning Requirements -Setbacks-
1. Z6ning Requ i rements-Setbac ks- Easements
oi ; S pq���,
2. Footings; Size-Depth-Spacing-Connectom
-4er; qpebn-jgg�����
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
I -
, 0.<0 Lk �
Water; L sefflqm-�
4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shihg.-Rfg.-Bracin 9
36
ectricity; Loe&��h-Cl es-%p(r.-/,4_,4/ Ampe-0,
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
rA)-eas; Location-Toateroll"/
LPG
6. Carports; Windows -Doors
,,��Irity clearance
7. Elec.
Card -BI
Date �K &,Rel Card - B I DatVL)-1,6-&
Card -BI
Date Card -61 Date
Card 431
Data__-O_,fj Card -BI Date
Card -Bl
Date Card -Bl Date
Date
MOBILEHOME INSTALLATION (Plans) OK except #'s
Date
POOLS (Plans) OK except #'s
tC;p
1_,2ro-ning Requirements -Setbacks -Easements
1. Setbacks- Easements
(��O
9-4115otings; Size-Spacing-Mgrr%isge-6�R�
2. Soils; Compaction -Structure Stability
ZO
&.--Ta_s; M4-T-est-Demertfd-V&WLT-CcmlFctor
3. Pool Structure; Steel-Connections-Thic kness-Dead Men -Lining
do- Z?-
*_.,Erectricity; MUTegt-G;o&6euers-BLaaWrs-Cleafairces
4. Elec.; Receptacles and Lighting; Distances-GFI
4,0rain; MFLIzer-�e -Plax.Gairnector
5. Elec.; Pool Lighting; 15 volts-GFI
��a r; MH Tks1--Regek"r--Cdanee1-or
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
,i!:�atepghd Seaar-Co-nnected-C/0 td-9r!ffd_e-HD Approval
7. Elec.; Bonding; Metal w/S'-Circulating Equipment -Heater
-XI J,
as and Electricity Tagged
8. Elec.; Grounding; Equip. w/5'-Circu.lating Equip. -Pool Lghig.
Boxes -Enc losures-Panel boards- Ins. to Main in Conduit
D -;F-9 4-�xiLs; Insp.-Skjolellf-
gr_,�
(1]6)eert. of Occupancy
9. Health Department Approval
10. Plumb: Cir. Test -Water Supply Test
,,Card B -I
P Date/6- Mcp /Card -Bl Date
Card -BI
Date Card -BI Date
Card B-1
4M Dat2&,;!�_9_,P/Card-Bl Date
J
Card -B]
Date Card -Bl Date
fAe
4,y J�ltzllce �e,
,z�o Ay /06.,/ 06ef X.4
,20.C,6�o Oyz, CO/ 6/x_-- ;,,U at/clw
/","r 4114 1,4j 9-e73-Jc-1
16,141-91 A/Z AJC I -AIF
/0
6,al# z"q
V = OK
0 = Not OK
- = Not Applicable
* = Not Ready RESIDENTIAL -(S
Date UNDERFLOOR (Plans) OK except#'s
1.
Zoning req u ire ment s-Setbac ks- Easements
2.
Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth
3.
Ftg., Garage: Soils -Steel- / /" Ftg. Depth
4.
Ftg., Porches & Decks; Soils -Steel - /- , /" Ftg. Depth
5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab
6. Sternwalls, Garage; Stee l::B lockoluts-Wrapped-S lab
7.
Piers -Fireplace Ftg.-Steel
8.
D.W.V.: Fall -Fittings -Test -2 way C/0 -Sewer Test
9. Gas Pipe; Size -Anchors
10.
Water Pipe; Test-Anchors-Regu lator-Sery ice Test
11.
Electric; Underground
12.
Plenums & Ducts; Clearance -Material -Support -Ins.
13.
(firders-Sills-Anchor Bolts -Joists -Vents -Cripples
Date Card -BI Date
Card -BI
Date Card -BI Date
Card -BI
Card -BI
Date Card -BI Date
Card -BI Date Card -BI Date
Date PLUMBING (Permit) OK except #'s
14. Water Ht.; Vent- Access -Combust ion Air
15.
Water Pipe; Test & Anchors -Nail Protection
16.
D.W.V.; Test-Fttngs & Anchors -Nail Protection
17.
Shower Pan; Test, First Floor-Tbb Access
18.
Test Tub & Shower, 2nd Floor -Tub Access
19.
Gas Pipe; Size & Anchors
45.
46.
Attic Access; Size & Romex Protect ion -Draft Stop -Ins. Baffles
Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
Card -BI
Date Card -BI Date
Card -BI Date Card -BI Date
Date ELECTRICAL (Permit) OK except #'s
20.
Fixture & Transformer Clearance -Ins. Protection
21.
Elec. Receptacles Spacing -Lights & Switches at Doors
22.
Size Boxes & No. of Conductors -Stapled
23.
Romex Installed Close to Edge of Studs & C.J.
24.
Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water
25.
2 Appliance Circuits in Kitchen & Conductor Size -
26.
Subfeed Wire Size / / ga. Cu or Al-A.C. Wire Size ga. Cu or
27.
Range Circ. / / ga. Cu or Al -Oven Circ. ga. Cru or A 1.
Insulated Neutral Dyes ONo
28.
Service -Riser Conductors & Ground -Main Disconnect
29.
Equip. Clearances; Pane Is-Motors-Mech. Equip.
30.
Clothes Closet Light -Shower Light
ingle and Duplex)
Date FRAMING (Continued
48.
Property Line Firewall & Openings
49.
Ext. Doors -Qne�.37C heck Garage -3rd story, 2 exits
50.
Stairs; W idth-Headroom-R i se -R un- Land i ng- Fire Protection
51.
Plywood on Roof.Oyerhang- Attic Vents -Rafter Outr.iggers
52.
Sid ing-Nai I ing-ri-Ve6eer
53.
Stucco Mesh -Drip Screed-Fdn. Vents-UnderfIr. Acces&
54.
Glazing Area -Glass Protect ion -Sky I ights-P last ic
55.
Shear Walls; Nailing -Bolts
Date Card -BI Date
Card -BI Date
Card -B] Date
Card -B I Date Card -BI Date
Date FRAMING(Plans) OK except #'s
36. Sills; Proper Material & Anchors
Comments at'Final:
37.
Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Card -BI
Date Card -Bl Date
Date FINAL (Plans) OK except #'s
56. Ext. Steps -Door & Sidelight Protection -Landings
57.
Smoke Detector
58.
59.
Furnace; Vents -Clearance -Comb. Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
Bedroom Exiting
60.
G.F.I. & Bath Fixtures & Tub Access
61.
Elec, Trim & Subpanel; Breaker Sizes -Labels
62.
Stairs & Rails
63.
Fireplace or Stove; Clearances -Hearth
65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance
66. Elec. Outlets & Receptacles at Kit. Counter
67. Garage Fire Door; Swing -Landing -C loser
68. A.C. Duct in Garage -Damper
69. Wtr. Htr.; Vents -C leara nce-Comb. Air-Connector-P.R.V.-
In Garage; Above Floor-Mech. Protection
70. Plb., Elec. & Mach, Equip. Listed for Location
71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec.
72. Insulation -Foam -Looked in Attic [] Yes
73. Guard Rails & C�eck Construct ion -Post Caps
74. Fdn. Vents -&'Craw , I Hole Door -Drainage & Wood -Earth Clearance
Looked under Floor El Yes
75. Following instld.: Drive E] Yes E] No: Walks 0 Yes [:]No;
Planters El Yes CJ No
76. Stucco; Brown -Finish
77. A.C. Unit; Disconnect-Cirnces-Brkr. & Cond. Size -115V Outlet
78. Vents Above Roof; Plbg.-Appliance-Firepi.-Clearance to Opngs.
79. Water Well; Disconnect, Electrical, Plumbing
80. Exterior Elec. Trim; G.F.I. Receptacle -Underground
Card B-1 Date Card -BI Date 81. Ventilation throughout House
Card B -I Date Card -131 Date 82. Glass Protection
83. Eorrections from Previous Inspections
Date MECHANICAL (Perrr.it) OK except #'s 84. Gas Test -Meters, Tagged; Gas -Electric
31. A.C. Ducts; Insulation & Support 85. Water & Sewer Connected -C/O to Grade -HD Approval
32. Vent Fan; Exhaust above Insulation 86. Energy Compliance Certificate -Other Certificates
33.
Condensate Drain & Overflow; Size & Grade
34.
Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet
Attic Access & Platform if Furnace in Attic
Card -131 Date
Card -BI
Date Card -BI Date
Card -BI Date
Card -B] Date
Card -B I Date Card -BI Date
Date FRAMING(Plans) OK except #'s
36. Sills; Proper Material & Anchors
Comments at'Final:
37.
Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound
38.
EFearing Walls over Girders & Floor Nailing
39.
Draft Stop in Walls (rat proof)
40.
Fire Stops; Furred Ceilings -Stairs -Chases -Tub
41.
Header & Beam -Size & Bearing
42.
43.
44.
Hangers -Post Caps -Anchors -Connectors
CIng. Joist-Rftr. Ties-Purlin- Roof Brac.-Truss-Shthng.-Rfnp.
Fireplace Ties or Type A Flue -Fireplace Throat
45.
46.
Attic Access; Size & Romex Protect ion -Draft Stop -Ins. Baffles
Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
-4-7.
Garage -Fire Protection Framing
(NOTE: An entry must be made each time youvisit jobsite)
Card -BI
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE
OROVILLE, CALIF. - 534-4541
CERTIFICATE OF OCCUPANCY
This mobilehome has been installed in accordance with the re irements
of the California Administrative Code, Title 25, Chapter 5, unwer permit
number z/1L.7– R 1 —for the following location- r'7'�Y'r A -"t _LLr-'e
AJ
Owner f,
Owner's Address AJ 111417a 6 -k -4.0e - 111h -r �Z
Mobilehome Mfg. - Model Year��V
Insignia No. 216 'U'l Serial No.
It is hereby certified for occupancy at the above described location and
may be occupied.
Director of Public Works
Date/0– By
lk�' - . ,
THIS CERTIFICATE IS VOID WHEN MOBI LEHOME. IS. RELOCATED
� I I
White - Owner, Yellow - Installer, Pink - D.P.W.
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Orovi Ile — Phone: 534-4541
Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57
CORRECTION NOTICE
BUILDING OR PROPERTY ADDRESS
A routine inspection indicates that the following violations of County Ordinance
exist at the above add.ess and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, 'please contact this office immediately.
Inspector _ 0
Dat/
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drieve, Orovi Ile — Phone: 534-4541
Skyw�y and Elliott Road, Paradise — Phone: 872-2961, Exi. 57
CORRECTION NOTICE
- Ir 2�- - 92 14 �
BUILDING OR PROPERTY ADDRES,<
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notilly this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, 'please contact this office immediately.
� "I
/1' '-, /-", /-, /-3;- // 'yn'-e
r
Inspector Date
COUNTY OF BUT*fE
DEPARTMENT OF PUBLIC WORKS'
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone: 534-4541
Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57
CORRECTION NOTICE
BUILDING OR PROPERTY ADDRESS
A routine inspection Indicates that the 'following violations of County Ordinance
exist at the above address and should be corrected. Please notify this officc-
when correction of work is completed. If you have any question pertaining to this
matter, n ed additional explanation, 'please contact this office immediately.
I
Inspector
Date. �;-7 Aj— ev,
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Orovi Ile — Phone: 534-4541
Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57
CORRECTION NOTICE
1/1
A routine inspection Indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this. office
when correction of work is completed. If you have any question pertaining to this
mat,tW, or need additional explanation, 'please contact this office immeeiatoy.
7,;"
FA
Inspector Date
COUNT
,,Y OF BUTTE,- DEPARTMENT OF PUBLIC WO RK' PERMIT NO.
7 Countq�Cerrter�Drive - Oroville, California 95968 - Telephone 916/X534 -4l
APPLICATION AND PERMIT A
ASSESSOR PARCEL. NUMBER ZON��
4 7- ��-/ - o -�- I _ ?_
BUjILDING PERMIT'
OWNE*0 - .1;r.ELEPHONE
Y�_ C ILarT K :�4 S,- 3co 2!
SQ. FT. OCC. BUILDING VACUATION
OWNER'S MAIL7/GADDRESS 01
16) c
1 4
CONTRACTOR'S
a Ve Ux/ _�1&11
W�E
E7Li
7 TRACOR*S M -AILING ADDRESS W
5,0. .)c
Fireplace
CONSTRUCTION LENDER
rNKNOWN
Total Valuation is
Filing Fee
$ 10.00
LENDER'S MAILING ADDRESS
Permit Fee -
$
ARCHITECT OR ENGINEER
S E NO.
Plan Checking Fee
$
Penalty
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Permit fee
$ zcf� oa
BUILDING ADDRESS
>-a C_
PLUMBING PERMIT
Fi I ing Fee 10.00
Each Trap
2.00
Repair drainage or vent piping
5.00
_7_
el 0
Water piping
LOT NO.
_Z
SUBDIVISION NAME
I
PARCEL MAP
I
Each plas water heater or vent
—Gas
5.00
piping system 1 - 5 outlets
USE OF STRUCTURE
SF El DuplexE] Mobilehomeg- Other SPEC . IFY
Building sewer — -
Lawn sprinkler system
TYPE OF WORK
New R AdditionEl RemodeIE:1 Utilities[:] InAtallation,�K OtherE]
Describe work: J�t2 Y V - -r&A'f -
-.0 .1 IL PC
Permit Fee
$
Contractor
ELECTRICAL PERMIT
Filing Fee 10.00
Main service 601V OR LESS
100 AMP OR LESS
5.00
Main service EA. ADD'L I.. AMP
2.50
NEW CONST DWELLING OCCUP_.&)
OR ADDNS. ACC. BLDGS.
20 sqft
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
F-1 I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and e ffect.
License No� 71 -Classification
1, as the owner, or my employees with wages as their 'sole compen_
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
E:1 I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
I am exempt under Sec.—, Business and Professions code
for this reason
N EW CO NSTPL(MULTI-OUTLET 2.50 ea
N.11 -.E S, � BRANCH CIRCUITSL__
NEW.CONSTFL (POWER APPARATUS &I
NON RESID, SINGLE OUTLET CIR. 1
50 0250
Ex. OCCUR(OUTLETS OR FIXTURES BAL011
F IXED APPLNS7-0--R----
Ex. OCCUP.,(OUTLETS (RESI A.) 2.00
D.) F
Temporary service
10.00
Mobile Home Facilities 15-00
Misc. Wiring 7.50
Permit Fee $
Contractor
MECHANICAL PERMIT
Fi I ing Fee 10.00
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
F-] The permit is for $100.00 (valuation) or less.
I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of onsent to Self -Insure.
sha I I not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the.W. C. provisions of the Labor Code, you must forthwith Comply with such
provisions or this permit shall be deemed revoked.
Heating
Cooling
Hood
3.00
Vent i I at i on
Permit Fee
S
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the County ot
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, and e p n es which may in any way accrue
C 0
against I C In in conse CAnce of h ranting of this permi).
Date f / )_
Si g=,.;rPpl i cant Owner LJ Contractor El Agent
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
TOTAL PERMIT FEE $ ,�. C?C)
OCCUP. GROUP
I TYPE OF CONST,
JPARCELj
PD
1 4
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
DJREA14R OF PUBLIC
By
PE*(T EXPIRES Date
the applicable provi7
resolutions to do
fees have been paid.
WORKS
Date
Receipt NO. - I
WHITE-D.P.W., YELLOW-ASS�SSOR, PINK -INSPECTOR. GOLDENROD-APPLI CANT
OWNER
COUNTY OF BU 4 -,DEPARTMENT--OF'PU'BLIC WORKS - BUILDING,,bIVISION
7 C&UNTY CENTER 6`RIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE -'.'916/534-4541
PERMIT APPLICATION DATA SHEET
Permit No,
A. P. N o. Ll 7 — -6-/ _* 0 ��_
Proposed Building Use XHI
Permit Fee Based Upon- Complete Contract Price DPW Valuation
Other (Explain)
Building Inspectorul Date k1
At time of permit application, I was advised the following data must be submitted prior to permit processing
and/ r -s-suance: DATE RECEIVED APPROVED
1-/ ?P
1 . All items have been submitted . . . . . . . . . . . .
2. Plot plans in duplicate/triplicate . . . . . . . . . . .
3. Complete plans in duplicate/triplicate. . . . . . . . .
4. Complete engineered plans and calts . . . . . . . . . .
5. Plans with Energy Design Compliance Statement . . . . . .
6. State Energy Forms No.
7 Statement of Intent for Non -Heated and AC Buildings.
8. Fees of $ . . . . . ... . .
9. Letter of signature authorization. . . . . . . . . .
10. Sanitation approval from Health Dept. . .
11. Planning approval for (A) Use: - (B) Parking:- .
12. Certificate of Workmen's Compensation Insurance . . . . . .
13. Contractor's License Information (no., name style, classif.)
14. Owner -Builder Verification (Given to ownerE], Mai I to ownerE])
15. Improvements may be required . . . . . . . . .. . . .
16. Mobilehome Installation Data. . . . . . . ... . .
4 Pre-Inspec. request t.
17. Pre -Inspection for Required- B.ildi.g in rpect_ —(Date)
18. Other
!Wfssue the permit, process as
e'lephone an
Copy of plans sent -Health Dept., -Fire Dept., -Other Date
During the plan checking process, the following data must be submitted prior to permit issuance;
(For required items not checked above at time of application, circle item.)
1. Index permit for above Items No.
2., Additional items required:
(Contractor, Desigrie,,r, Owner) was advised of above required data by -Telephone -Mail
By
Plans chec
Plans appri
Other
Copy—DPW
Date
Date
Date
Other
BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS
7 County Center Drive, Oroville, CA.
PHONE: 534-4541
MOBILEHONEE INSTALLATION SHEET
l.- Owner's name:
2. Installer's name: 9am"'o
3. Is the site currently under permit? Ye�; T_Z4______No
(If yes, furnish permit number OR
a
Is the site an existing site? Yes -No
(If yes, furnish two (2) plot plans.)
4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and
clear of all setbacks and easements? Yes No
(If no, clarify
5. What is the mobil'ehome.elect rical rating? ----------------------- Amps
6. What is the mobilehome site service rating? ------ ------------- Amps
7. What is the mobilehome site circuit breaker rating? ------------- Amps
8. Is there any other electric load to be served by the mobilehome
.site service? ------------------------- -------------------------- Yes TR No
(If yes, identify the load and size: (Load) (Amps)
9. What is the mobilehome'site gas pipe size? ---------------------- (in.)
7-7 LPG
10. What is the type of gas service? ----- ----------------------- Natural 7
11. What is the gas pipe length from meter,'6r tank to the mobilehome? ;Z/ t.)
12. What is the mobilehome gas demand? ------------------------------ (BTU)
(This information not required if pipe length less than 6 ft. on natural gas
or less than 50 ft. on LPG.)
MOBILEHOME SUPPORT DATA
If other than single wide,
Mobilehome Mfr. ;71,lj furnish Setup Model No. Year
Widt (ft.) Box Length (ft.) Tagalong or Expando Size --f f_. x _� f t.
(SHOW SUPPORT DETAILS BELOW)
On all mobilehomes manufactured after October 7, 1973i furnish manufacturer's installation
manual and structural setup sheets (if not on file with the County of Butte).
All center supports measured from front of
mobilehome unless otherwise specified.
(ft.) (in;)
Center support
locations*
(f t.) (in.)
1 ==9--
(f t.) (in.)
—I
(ft.) (in.)
(ft.)l (in.)
(in.) (in.)
Center support
footing sizes
(in.)
I __T�
(in.) (in.)
(in.) (in.)
(in.) (in.)
(in.)I(in.)
I
Single
*If ce ' nter piers are other than drawn 'above,
draw in.-Ineations. snacinz. and dimensions.
0
Footings (check one)
Fa_1_-___Wood either
pressure treated or
foundation grade.
El 2.. Other' (specify)
Supporta (check one)
EI -1 ----concrete block.
E].2i Other . .(specify)
,(---Tagalong or Expaindo,'
show support -details.
Typical Support
3H. Gn.. Footing Size
Max. Pier Spac ing
If
/ /j/11, -- Max. Overhang
(f t. in. 570 77,,�l
BUTTE COUNTY
BU ILDING DEPARTMENT
A
/-NPPROVED
wa "
- PX -t
COUNTY OF BUTTE g: DEPARTMEN. T OF PUBLIC WORKS PERMI 40.
'T 7 County Center Drive - Oroville, California 95965 - Telephone 9163/534 1
APPLICATION AD PERMIT I iFw ::&
ASSESSC.RJ2ARr_EL NUMBER ZO
,4N G
KZ—J_ / —,3 — e 21-
BUILDING PgMIf
OW ZER .TELEPHONE
?6 ZJ
SQ.FT. OCC.1 BUI&fVALUATION
0 ME
W/R'S MAILIPr, ADDRESS
CONTRACTOR'S NAME:
ANTRIFCTOR'S
TELEPHONE
MAILING ADDRESS
Fireplace
CONSTRUCTION LENDER
dA2 & F-
UNKNOWN
I
Total Valuation i$
Filing Fee
$ -1 -
-
LENDER'S MAILING ADDRESS
Permit Fee
$
ARCHITECT OR ENGINEER
—A
LICENSE NO.
Plan Checking Fee 1%f
9L/
$ /0-00
Penalty
$
RAC--WF*�R ENGINEER'S MAILING ADDRESS
Permit fee
$ /0100
27 S S
BUILDW X .20 e)
PLUMBING PERMIT
Fi I ing Fee 10.00
15_7�
Each Trap
2.00
Repair drainage or vent piping
5.00
Water piping
16.400
LOT N7
SUBDIVISION NAME PAF6EL MAP
7,9 ��
Each qas water heater or vent
5.00
Gas piping system 1 - 5 outlets
USE OF ST UCTURE
SF [] Duplex[] MobilehomeL� "Other SPECIFY
Building sewer
_/0-0
/101 D 0
Lawn sprinkler system
00
-
TYPE OF WORK
New n AdditionEl Remodel [:] Utilities 9�- �Installation[] Other
Describe work:
Permit Fee
$ VD -1 _00
Contractor
ELECTRICAL PERMIT
FilingFee 10.00
main service 600V OR LESSESS
100 AMP OR L
5.00
Main service EA. ADD -L 100 AMP
2.50 _9, J-0
NEW CONST DWELLING OCCUP.81)
OR ADONS. ACC.BLDGS.
20 sq it
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License Noi Classification
1, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
1, as the owner, am exclusively contracting with licensed contract-
ors. (sec. 7044)
I am exempt under Sec.—, Business and Professions Code
for this reason
NEW.CONSTP.(MULTI.OUT LET
NON RESID. —BRANCH CIRCUITS) ea I
.2.50
NEW CONSTR. /POWER APPARATUS &I
NON.RESID. I SINGLE OUTLET CIR. I
Ex. Occup(OUTLETS OR FIXTURES 50 @ 250
BAL@10�
OCCUp.(01U1XE1 APPLNS. OR
Ex. TLE TS (RESID.) EA.) 2.00
Temporary service 10.00
Mobile Home Facilities 15-00
_1CQC)
Misc. Wiring 7.50
I&A -7 w,;-: // 0 0
Permit Fee $
Contractor 1A �,Iawd
MECHANICAL PERMIT
Fi I ing Fee 10.00
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
n The permit is for $100-00 (valuation) or less.
E] I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
XI shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: It after making this statement, should you become subject
to the.W. C. provisions of the Labor Code, you must forthwith Comply with such
provisions or this permit shall be deemed revoked.
Heating
Cooling
Hood
3.00
Ventilation
Permit Fee
Contractor
—
1 certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the County ot
Butte to enter upon the above-mentioned property for inspection purposes.
I al indemnify ang keep harmless the County of Butte against
all enti d xpenses which ay in a y way accrue
Cos
aga s e qyue.% f
n c, he granting of t i 'Pe
r?
X Vi- -J�L� I 1� E�
Dat —
Signature of Applicant OwnerUr Contractor Age�,
UN,
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
TOTAL PERMIT FEE s t? q., 6 —o
OCCUP. GROUP
I -TYPE OF CONST.
IPARCELI
PD
No
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
DIRECTOR OF P LIC
By.
PERMIT EXPIRES Date—
the applicable provi7
resolutions to do
fees have been paid.
WORKS
Date
Receipt No. J Z;J-ZZ
WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD-APPL I CANT
FA,
COUNTY OF BUTTE - DEPARTMENT 6F'PUBLIC WORKS - BUILDING -DIVISION
7- COUNTY CENTER DRIVE - OROVI LLE, CALIFORNIA 95965 - TELEPHONE<916/534-4541
PERMIT APPLICATION DATA SHEET
Permit No.—
OWNER
Proposed Building Use -
Permit Fee Based Upon:
I
Building Inspector
Complete Contract Price
Other ( lain)
�-/ /We5,_2��
A. P. N o. 114-7, 1 e,5 s.
e--,D-PW Valuation
Date
f
At time of permit application, I was a&is_ed-t-he_�iiowing data must be submitted prior to permit processing
and/orissuance: DATE RECEIVED APPROVED
1. All items have been submitted . . . . . . . . . . . .
2. Plot plans in duplicate./triplicate . . . . . . . . . . .
3. Complete plans in duplicate,/triplicate. .. . . . . . .
4. Complete engineered plans and calts . . . . . . . . . .
5. Plans with Energy Design Compliance Statement . . . . . .
6. State Energy Forms No.
7 Statement of Intent for Non -Heated and AC Buildings.
8. Fees of $ . . . . . . . .
9 _-t6tter of signature authorization. . . . . . . . . .
Sanitation approval from Health Dept. -
11. Planning approval for (A) Use: — (B) Parking:
12. Certificate of Workmen's Compensation Insurance . . . . . .
1 . Contractor's License Information (no., name style, c.lassif.)
/eh/- 14. Owner -Builder Verification (Given to ownerQ�`Mail to ownerEI)52
15. Improvements may be required. . . . . . . . .
16. Mobilehome Installation Data. . . . . . . . . . . .
-4 Pre-Inspec. request to
17 Pre Inspection for Required- Buildin, 1. tor
4w��0,therAg-re,e,Ir-W e6x I— _Z
(Date)
When you issue the permit, process as follows: ' j Mai I to owner. —Mail to conlractor.
Telephone and hold for pickup at --i office. A —Deliver w/inspector.
Other �� /J -a T - -
11
Applicant
Date
Copy of plans sent —Health Dept., —Fire Dept., — Other Date
During the plan checking process, the following data must be subMitted prior to permit issuance;
(For required items not checked abo ' ve at time of appl�5 �11 C ircle item.)
1. Index permit for above Items No.
2. Additional items required:
2
-(Contractor, Designer, Owner) was advised of above required data by
By
Plans checked by
Plans approved b,.
Other
Copy—DPW
Telephone
Date
Date
-Mail
Date
Other
To: Building Department
From: Environmental Health
I
Subject: Sanitation Clearance
0
A/I Pad (111MIC /'/',-/7 ae,
Owner --7-7-36—a—Uon I
Plan approved for:
sewage disposal C,�� water supply ?,�
Hold final for: water supply
Final clearance O.K. for: water supply V--,"
for
Clearance bedroom !!�ile home Other
NOTE * * *
2 —5'/
5afe
COUNTY OF BUTTE - Department of Public Works
7 County Center Drive, Oroville, CA. 95965
OWNER -BUILDER VERIFICATION
Attention Property Owner:
Phone: 916-534-4541
An "owner -builder" building permit has been applied for in your name''and bearing
your signature;
Please complete and return this information in the envelope provided at your
earliest oppprtunity to avoid unnecessary delay in processing and issuing your build-
ing permit. No building permit will be issued until this verification is received.
I personally plan to provide the major
.,IA(or and materials for construction
of the proposed property improvement ky��sr no),�,eS'
2. 1 (havehaV� not) LA_ signed -an ap
plication for a building
permit for the proposed work.
3. 1 have contracted with the following person (firm) to provide the proposed
construction:
Name N_
Address
C ity
Phone Contractors License No.
4. 1 plan to provide port ' ions of this work, but I have hired the following
person to coordinate� supervise, and provide the major work:
Name
Address City
Phone Contractors License No.
5. 1 will provide some of the work but I have contracted (hired) the following
persons to provide the work indicated:
Name- Address Phone Type of Work
S igr
NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831
and 19832 of the California Health and Safety Code.
This verification must be completed.and returned to our office before we are
permitted to issue the permit.
Return to DPW
AGRICULTUR-M, STATJ�M'1"NT 'OF ACKN01qLFDG3EM:NT
FOR RESIDEUTIAL. DEVELOPMEITT
Section 26-8.1of the Butte County Code requires this acknowledgement
be recorded prior to issuance of a building permit.
81-31174
. OFFIC:,,- C,LCORDS
?RUTTF.
---c- n 6,�
%:p 2q Iri 1 1, A4 !QQ I
. The property described herein is adjacent to land or included
within an area zoned for agricultural purposes, and residents of CLARK A.P' : H.SON
this property may be sub)ect to inconveniences or discomfort -arising CLERK -RECORDER
FEE
from,the use of agricult"u'ral chemicals, including, but not limited to herbicides,
Yesticides, and fertilizers; and from -the pursuit of agricultural opera . tions including,
bt?t not limited to cultivation, plowing, spraying, pruning, and harvesting which occa-
sibnally generate dust, smoke, noise, and odor. Butte County has established agricul-
tural zones which have as a priority use for productive agricultural purposes, and
residents within said zones and on adjacent property should be prepared to accept such
inconvenience or discomfort from normal% necessary farm oper'ations.
I I All that real property situate in the COurfty of Butte, State of California
&scribed as follows:
31
fi�anqe Iftount &'Obzo pk'�P_
�ao 1�e/iAdan; lftaqe
-iin -the o__Pt_F,0e al _th�
-9 2utte
&tat -e O.�; at�4o_rvrt��, On Gu�guA 9-5,1979 -iin Sooh
6.7 b'J 61,at�rAt a -t �,agecl 92 and 93.
-e�a-tvement JG,% /Laad
.6ut no -t. L,��,d -to md UecAq,�,o Co. and
Pact -f �,c- Jeteithone Md,
e
J�euq/Ldllh Ciao jo,/L tewAx, -to -tfte 9,_MrLn,,
tF.i�e nAiqht �IL&M.t;L;Me -to t;a�
tO 4L-�AQU, mamnta�,n and o-�-erta�,e unA u, --,e �,uch ond
�XAft a4ofL�e un,"-e/L /Laund
Cnd wi/th�/a a 0 V, tand ZO 0
Date: hotun On
P RS:
-------------
S tat.6 0
)ISS.
County of_ZZ±k__)
+ 00
+ JENNIFER OUILLEN
4. NOTARY OUBLIC
BUTTE COUNTY
STATE of CALIFORNIA
My Comrriission Expires Sept. 14, 1984
On this the day of 19
before me, tile undersigned Noi_� —SL'
appeared �a�r��ubiic, pr,,nally
Richard S. Sipes and Carol A. Sipes
J W9
known to me to be the person(s), whose name(s)
subscribed to the within instrtiment and acknowledged
that _t� executed tile same for the -purposes
therein coiUained.
IN 14ITNESS WHEREOF, I hereunto set my hand and official
seal..
047-51-0-005-b
Not�lr_ I'Llb
Return to DPW
81-31174.,
STATEMENT OF ACKNOWLEDGEMENT
'FOR RESIDENZIAL DEVELOPMENT QeFIC:AL RECOF�bc,
B T 'A L! F.
UT E'COUNTY-(, I
-C-rc-D By
Section 26-8.1of the Butte County Code requires -this acknowledgement.
be recorded prior to issuance of a building permit.
SEP 45 10.1,41� AH198
The property described herein is adjacent to land or included
within an area zoned for agricultural . purposes, and resident.s of CLARK A. NELSON
this property may be subject to inconveniences or discomfort-arisin CLERK-RECOR , DE R
.9.
from the use of agricultural chemicals, including, but not limited to herbicides, FEE
pesticides, and fertilizers; and from the pursuit of agricultural operations including,
but not limited to ' cultivation, plowing, spraying, pruning, and harvesting which*occa-
sionally generate dust, smoke, noise, and odor. Butte County has established agricul-
tural zones which have as a priority use for productive agricultural purposes, and
residents within said zones and on adjacent property should be prepared to accept such
inconvenience or discomfort from normal, necessary farm operations.
All that real property situate in the County of Butte, State of California
described as follows: 11
U tw-q� o� the gouth ficZj - P -the g
U_� Outhm-,)t' quQA4,0,1L -9 geot�,(M 14!,
a&� 23 4mth, Ranq�-_ 1 8aet)t, Mount VLaU* 80�t-P- Ond 111VLA,&n; MOAR tLeatLt,�ou?.aW
de,,�vWb-ed oo �oa<34�:
a<) ohcwn on thdt ceq/ta�)n Paw., -_t Mo�, -t'he' -
Gi -the,
CwnAA� 2U4,te, Stafte ol CM dUquot 25,1979 �,n B&Oh
�7 �J Po�t at 92 qnd 93. 1
UOq-ethe'l VAh a nM-,M0bu/avJ-s -eq-a-ement JoIL qoad arid �ubtAc wtu*�� -�n�rlllrkq
6urt not tvm/te-d to Sac�4� qo,� Md U�-_CtAA,,r, Co. - <in -d PcC444,c, J"ho" ond
JeteqtLofi Co. J*,1, ta the <�enpviat oAq,�c the rL�4ftt �Am 4,;aw 4,G ti)m
t,a 4VAct-�, ma,�t� and- ar�d u,��-e -iuch ond -etecA4/�o Jqc,���o
6-oth a�,&u-e q4,ound and undee Ound a�3 �/t MC4 deem un6m, onq
"T"
orr�d umthvn q t�t �,and 0 -�e-et- �n u�udtfi fwun on )Qtort'�d
Date: P
RS
Y JAg
A/Zl)
S taie� 0
f
cax), � 0 On this the day of _�Lp� 19—SL*
SS. before me, the undersigned Notary Public, personally
County -of appeared f
JEN IFEM "' ILLEN
NOTARY OLIBL IC
,BUTTE COUNTY
STATE of CALIFORNIA
My Commission Expires Sept. 14, 1984
Present A.P. No.
Richard S. Sipes and Carol A. Sipes
known to me to be the person(s) whose name(s)
subscribed to the within instrument and acknowledged
that
— executed the same for the purposes
therein coig—ained.
IN WITNESS WHEREOF, I hereunto set my hand and official
seal.
047-51-0-005-0
Notar I Public I O�DOCUMENT
END
CE
::,K
:73
R W -
ij
NOTE:— I Materials & Worltmanship Sholl Be ih
nni7e�l Gln-,�d 'Pra—c+ices and
Accordance with Rer,�
of a quality prescr;6ed-for the Specified me in the
Uniform Building, Plumbing & Machanicall Codes and
the Nati6nal Oectrical Code
01
\e
'ei\0 X\0
OV "�O\
0
0,
0�
NO
A-4 1 1 'y I
P&"o - 170 -
per lit wil,' be! required for tho
In -$fall fion of the mobilehome.
�0
C(-7 A si 4back of 5 ft. f rom the
pro )erty lines and a setbac�
M of ! Oft. from the road
-erline shall be clear of
cen
(L
t
St res or equipment except
JL L(
fore 2 ft. eave overhang.
.13
L-C,,fS �,, -17M R3 I k—
Yy\'D q'&.m kj�'-Pj au% -
BUTTE COUNTY
BUILDING DEPARTMEN-71
This set of plan's and specification US S�
'-c a I
kept on the iob at all times and i' s unlawful o
a
APPROVEb
m�.�p anv chanqesor altPrn+io on same without
nartm + of P6 1�
wriffen pe'rmission from �'f he 1c
Department of P66lic!
Works, Cour�y o� Buffe.
REDWOODS TO ROSES FAX NO. : 530-343-3079 Feb. 07 2005 11:15AM P1
fn -
Axdwoods to 'Roses 'free Service
Daniel J. Gibson - Certified Arborist # WE -1292A
3020 Rock Creek Drive - Chico, Ck 95973
Calffornia Contractors Lic. # 756075
(530) 343-3079 Phone and FAX
Cell Phone (530) 864-5001
emWI - rtortree@chico.com
OL)
W7 --�) 0 -
To: Yvonne Christopher
Butte County Building Inspection Department
Permit # 04 2499 - Residence for Daniel and Ria Gibson
10
GO)J*,
ac",
rej-4'1 DA!5
The following pages. (4) are copies of the West Coast Lumber Inspection
Bureau's evaluation of the timbers (milled by myself) I intend to use in the
residence for my wife and 1.
The question I have for you is, will you allow these documents as proof of
structural grading for the building? The plan check firm engineer has said
that he will only allow timbers that have been graded according to the building
code book (NDS). There are no values for the Elm or Cedar in the NDS. The
values that my engineer used for the American Elm and the Deodar Cedar are
from the U.S. Forest Service wood handbook of stress values and have been
calculated in his engineering report on the building timbers to be used with a
factor of safety of 10 (at only 1 / 10 of the rated values) -
I have done all that Is in my power to do to comply with the requests of your
department for assurance that these timbers are structurally sound and a
viable building material to use in my timber frame home. Please let me know
your decision on this matter as soon as possible as we need to proceed with
the project in the near future.
Thank You
Dan Gibson
OM : REDWOODS TO ROSES FAX NO. � 530-343-3079 Feb. 07 2005 11:16AM P2
* I
WEST COAST LUMBER INSPECTION BUREAU
GENERAL OFFICE
6980 S.W Varns St. - P.O. Box 23145 - Portland, Oregon 97281 - (503) 639-0651 # FAX (603) 684,8928
INSPECTION CERTIFICATE
BP -55.55.0
Issued a' PORTLAND. OREGON. on january 27. 2005. Inspected on January 18. 2005.
.Lumber herein iist-ed has been inspected and tallied under Grading and Dressing Rules *17
in accordance with the order and specifications furnished the Inspector(s) at time of inspection
at plant of DANN GIBSON. Chico. CA.
Inspection oerformed by Tom Bizham.
who is(are) a awlified Insvec- (s) emoloyed by the WEST COAST LMER INSPECTION BLIREAU.
Shipment made via
NO. I STRUCTURAL, 130-b
B EzR--§—W .. .... ........
5X12- 1/i
NO. 1 STRUCTURAL 13.1-b
P 0 1`�-- 9 YR —S - -
SX6 4/5 1/8 20/10
NO. 2 STRUCTURAL 131 -cc
5X6. 1/5
NO. I STRUCTURAL 103-b
POSTS & TIMS.ERS
6X8 1/26
NO. 2 S.TRUCTURAL 130 -CC
BEANS & STRINGERS
6XIO 2/26
NO, 2 STRUCTURAL '131 -cc
POSTS & TIMBERS
6X6 1/24 5/26
6X8 2/26
TOTALS
H BRA%D: r7"'A
ROUGH GREEN AMERICAN ELM
Total
To t a I
Total
TOTAL
ROUGH GREEN DEODAR CEDAR
I PCs . 2 5 '
----------- ---------
I PCs. 25,
25 PCs. 570'
--- T -
570
I
I PCs.
----------- ---------
I PCs. 13'
---------- I - ---------
27 pcs- 608'
I
PCs.
104'
-----------
Total' 1
PCs.
---------
104'
2
----------
PCs.
260'
Total 2
PCs.
---------
260'
6
PCs.
462'
2
PCs.
208'
-----------
Total 8
PC'S.-
---
6'701
-----------
TOTAL 11
ocs.
---------
1.034'
----------- -----
38 PCs.
1,642'
<<< Continued on Page 2 >>*>
Cr.�: REDWOODS TO ROSES FAX NO. : 53&-343-3079 Feb. 07 2M5 11:16AM P3
WEST COAST LUMBER INSPECTION BUREAU
GENERAL OFFICE
6980 SW Vams St. P 0. Box 23145 - Portland, Oregon 97281 - (503) 639-0651 FAX (503) 684-8928
r
INSPECTION CERTIFICATE
BP -55550
January 27.. 2005
Page 2 .
MARK:
(wc
L E3
No
41
Select structural
No. 1
17li's Certificate refers m11Y to the fom and
n of t1T material at the tine & insm&�or_
3m
REDWOODS TO ROSES FAX NO. : 530-343-3079 Feb. 07 2005 11:16AM P4
WEST COAST LUMBER INSPECTION BUREAU
GENERAL orFICE
6980 S.W Varns St. 0 P.O. Box 23145 - Portland, Oregon 97281 - (503) 639-0651 - FAX (503) 684-8.928
INSPECTION CERTIFICATE
3 P. - 5.5 5. 49.
Issued at PORTLAND, OREGO.\- ., on Jan :-ty
2005. Inspected on January 18 - 2005.
Luniber herein listed has been insnected and tallied'i una'e-r-- Grading and Dressi—ing R—ules.---.—'-
# 17
in accordance wi+-h the order and specifications furnished the Inspeotor(s) at t %—
t ; ime of ins
a plant of DAN 0 -rBSON' pectior
...... . —... ..-,-._Ch.lc.o, CA.
inspection performed by IRli Bigb am
who is (Pre) a Mialified inspectorTiFemPlayed by the WEST COAST LLIMER INSVECTION BLWW.
Shipment made via . .
ROUGH GREEN DOUGLAS FIR
S.ELECT STRUCTURAL 123-e
j 0 1 S T S
4XI'14 2/18
Total
ROUGH GREEN BLACK OAK
SELECT STRUCTURAL 131-a
'�UY-S-4—T-f -M-ME It
6X6 1/5
NO. I 123-b
,T C 9-Kn-JOISTS & PLANKS
2X6 12/3 5/4 1/5 1/7 2/12
2X8 2/3
2X10 2/5-5 2/6
2X12 1/3 2/3.5 2/4
NO. I STRUCTURAL 130-b
�HAXS & STR1YG-3ff§--"'
6XI.2 115
NO. 1 STRUCTURAL 131-b
6X6 4/5
8XIO 2/12
NO. 2 123-C
'9T�U. �Tq Mkr j 0 1 S T,S _P L AN'K S.
2X6 1 /8
2X12 1/3
NO. 2 STRUCTURAL 1130-cC
BEA149--&----'--
6M2 2/6
Total
2 PCs. 168,
--------- ---- 7---- -
2 PCs . 1681
I I)CS. 15,
----------- ---------
I PCs. 15,
21
PCs.
92,
2
PCs.
81
4
PCs.
38'
5
OCS.
;
36,
Total
-------
32
---- ---------
PCs,
1741
PCs.
30'
Total*
-----------
I
---------
Dcs.
301
4
locs.
601
2
PCs.
160,
Total
-----------
6
---------
PCs.
220'
I
PCs.
81
I
PCs.
61
Total
-----------
2
---------
PCs.
141
2
pCs.
601
Total
------------
---------
2
PCs.
60,
<<< Continued on
page
2 >>>
REDWOODS TO ROSES FAX NO. : 530-343-3079 Feb. 07 2005 11:17AM P5
WEST COAST LUMBER INSPECTION BUREAU
GENERAL OFFICE
6980S.W.VamsSt. P-O-BOX23145 - Portland, Oregon 97281 1 (503)639-0651 FAX(503)684-8928
INSPECTION CERTIFICATE
BP -55549
januarY 27, 2005
Paze 2
2
STRUCTURAL 131 -cc
6X6
4/5
8XIO
4/11.i
4
PCs.
60'
4
PCs.
3071
Total
8
- PCs.
3671
TOTAL
-------
02
PCs.
880,
TOTALS
-----------
---------
34
PCs.
1.0481
HANKER
BRAND:
MARKS:
S.S.
Select Structural,
No. I
2
No. 2
7nis Certificate
refers -only to the fow aM CmIdi lion of the r,
t mate al
at t t i
Of insoeLt on
_Wi�*JAIL
be williTle
wc
L E3
Q
'Fu " nd 10 (Bldg Permits) $1,997.74
Counter
JAIice
Person
$0-02J
Notice of Violation
0.�
'Payment Date, 108/29/2005, NSF (Non sufficient Funds�,
. . ... .........
Permit Number [L�--2499 AVA Court
Receipt Number 35371 Copies/Document Sales, so.do
10,
Check Rumber or,Cash 17LO3 Witness Fees
"'Parcel Number, 0147-510-005 Recorders Fees (N.O.C)
$0.00
Applicant GIBSON S
RA Fees (Fire) $050
Received From:',- SAME sm I 1P $21.83
Water Tender BtIn $0.0".
West Chico Fire Station
Tota
I Received
SHR Fees (Sheriff)
Total Fees To Collect CUA (Chico Urban Area) $0.22J
j1p
z
lam TUA (Therm. Urban Area) $0.00
Notes:
Oroville Area Traffic �O
Thermalito Drainage. $0.00
NCSP Trails System 0. 00
NCSP Roads/Bridges $0.00
daNCSP Storm Drainage $0.00
Sy�& NCSP Fire Station $0.
NCSP Parks )0
OLAC� IMPACT FEES
Applicant DANIEL GIBSON
Received From SAME
Total Received $2-,052.7
Total Fees To Collect
1j,'..- $2,052,1172
Notes:
SRA Fees (Fire)
Develooment'Services,
SMIP
Thursday, November 03, 2005
Water Tender BtIn
22J
West Chico Fire Station
BUILDING.DIVISION Ve,r. 2.0
SHR Fees (Sheriff)
Counter
Person Tammie
Fund 10 (Bldg Permits)
$0.00
$1,957.72J
$ E-00]
Notice of Violation
)0
$ E -00j
Payment Date
108/25/2004
NSF (Non Sufficient Funds)
$0.00
Permit Number
104-2,�99
AVA Court
NCSP Fire Station
F -
Receipt Number
406698
Copies/Document Sales
$0.00
Check NumberorCash
11019
Witness Fees
$0.00
Parcel Number
047-510-005
Recorders Fees (N.O.C)
$0.00
Applicant DANIEL GIBSON
Received From SAME
Total Received $2-,052.7
Total Fees To Collect
1j,'..- $2,052,1172
Notes:
SRA Fees (Fire)
$95.0�j
SMIP
$0.22J
Water Tender BtIn
22J
West Chico Fire Station
$0.2�j
SHR Fees (Sheriff)
$0.00
CUA (Chico Urban Area)
$0.00
TUA (Therm. Urban Area)
$ E-00]
Oroville Area Traffic
)0
Thermalito Drainage
NCSP Trails System
$0.00
NCSP Roads/Bridges
$0.00
NCSP Storm Drainage
$0.00
NCSP Fire Station
$0.0�j
NCSP Parks
wo
IMPACTFEES
I re-'Lov
oto
, *0
�l
f �rje
�b
�T Gnm
I"N
Counter
Fund 10 (Bldg Permits)
Karen
Person
Notice of Violation $0.00,
Payment Date 108/03/2005 NSF (Non Sufficient Funds) $0.00
04-2499
Permit Number AVA Court..
Copies/ Document.Sales 0
-Receipt Number, 134929
'Check Number or Cash 3825 Witness Fees $0.02J
'Parcel Number 047-510-005, $0.00
�Recorders Fees (N.O.C)
Applicant gibson SRA Fees (Fire) $0.00
same 'SMIP $0.00
Received From
Water Tender Btin#F= $0.00
West Chico Fire Staeion so.
Total Received
SHR Fees (Sheriff) $0.00
n A 'a) $0.0
Total Fees To Collect M CUA (Chico Urba re
TUA (Therm. Urban Area) $0.60
Notes: Oroville Area Traffic
E
Thermalito Drainage $0.E_j
NCSP Trails System $0.00
NCSP Roads/Bridges $0.00
NCSP Storm Drainage $0.00
�3
ZT� E,
NCSP Fire Station
=0-221
NCSP Parks 0
IMPACTFEES
IPERMIT APN �bV-510-005
LASTNA1b1FE---1 FIRST NAME
C C C
ONTRACTOR MCITYICTY�
ISTREET NO ��STREET NAME ROCK CREEK
M!Y�N NEW SINGLE FAMILY
aL A
2183441
FEES PAID
FEES 2
,FEES 3
S 4
IFLOOD �j
RECEIPT
RECEIPT2 1110WA
RECEIPT 3
RECEIPT -------------
8/25/2004
8/29/2005
FINALij____
?ECK, A -CTIVEA'Y�
I n et
e u
Van P P. A
1comments: 1255-craumax
8/25/04 SRA FEES PD 8/26/4 sent to LP2A for p/c. 3/1/05 note transfer completed, owner contacted for fees AAM. 8/03/05 Rev
Plan Check fee 54.99 #434929 8/10/5 rev sent to LP2A AAM. 8/25/05 LP2A sending approved plans. 8/29/05 smip fees pd 21.83
#435371
-TO x ii -o'
--TJL.T, 11. -cj'
�5'�Vvzrt-�j r�j
1.
-rcpfkL xr2.,-o"
SUPPORT
PIERS
SO. FT
GOLDEN WEST
HOMES
IS91 00 POU01111 10
SAC11:1011II11,03 co 1 95121
CA ACITY FOOTING SIZE
APACITY F 0 0,T -I N-G—bLI L L ( - �
2 0 0 Ou r'- (4) 8 0 0 0 48'lx2LI"-
4000h \,-2 4" x 2 4" .10,000# 60"X 21111
ORAWING CARPET LAYOUT AND RIDGE
TITLE BEAM FIELD SUPPORT PIERS
0.(L .0
DRAWN By
DIA.G Nu
6000# 3611X21111
I.-- I I - IT
FOR FIELD SUPPORT DETAILS, SEE DWG'S. 5-1 and 5-3 OF INSTALLATION MANUAL. ::::::::]
BD 56 7 F.3
2 Bedroom with Study
1512 SQ. FT.
3 6--->
5'- 8" 111- 899 51- 41v 81-011
$4hld0kWA6W9ft*A
6
DE�K
WITH SHELVES
MASTER BEDROOM STUDY
(VAULTED CEILING) . j 11 (OPT. BEDROOM)
14'- 8"
WALK-IN
WARDROBE
51-419 101 - 899
nll� GREAT ROOM
(VAULTED CEILING)
DINING
(VAULTED CEILING)
1 Of - 899 14'- 8"
D
WH
�
t
RANGE
_j
-1-1-
OPT. OVAL TUB
1
J-
j
1
A u
BEDROOM 2
)JM2
lE
0 W I
UTILITY1
I I
I
I KITCHEN
000PT.
BATH
BA H
T
4 -
ool
SPINDLE
OP
0
(VAULTED CEILING)
WALL
LAUNDRY
T
L
FURN
LL
Uj
cc
SNACK
MASTER
BAR
BATH
OPT.
SHOWER
'WARDROBE
OPT .
LINEN
rr-
HALL
LINEN
L
__L_
C<L
DE�K
WITH SHELVES
MASTER BEDROOM STUDY
(VAULTED CEILING) . j 11 (OPT. BEDROOM)
14'- 8"
WALK-IN
WARDROBE
51-419 101 - 899
nll� GREAT ROOM
(VAULTED CEILING)
DINING
(VAULTED CEILING)
1 Of - 899 14'- 8"
STRUCTURAL
CALCULATIONS,,,,
XT -D f4
%W VV %wa %W11%WVW
3020 Rock Creek Drive
Butte County, CA
FOR
Dan & Ria Gibson
PREPARED BY
Paul Krohn, EIT
305 Wall Street
Chico, CA 95928
PLAN REVIEW APPROVAL
FEB 2 4. Z005
jj%MT . PEBSEN POWERS ASSOCIATES
Discussion
revised
Gravity
1
Framing dead loads
2
Wind & seismic calc*s
3
Roof diaphragm
4
Shearwalls
5-8
Shearwall schedule
9
Beam calcs
10-40 revised as noted
Footing calcs
41
Calculate out -of -plane loads
42-44 supplemental
Diagram of loading to column
45 supplemental
Shear & bending diagrams for column
46 suppl . emental
Net section for column
47 supplemental
Check column for seismic loads
48-50 supplemental
Check column for wind loads
51-53 supplemental
Calculate seismic load to connection
54 supplemental
Calculate capacity of connection
55 supplemental
Properties of American Elm & Black Oak
Al revised
Equivalent section for notched beam
A2
M
I'V
Holdown. bolt calcs
A3
Page 4-10 of Wood Handbook
A4
fn
*no
Page 4-9 of Wood Handbook A5
NER-633 (PBS structural insulated panels)
A6-Al6
Cantilevered roof panels
A17 -A18
PBS panel fasteners
A19
Lateral screw capacities in OSB A20
Screw withdrawal capacities in OSB A21
Attachment of cladding to SIP panels A22
ReVision, 1
2/10/05
ORIGINAL
The proposed 3,300 sf, two-story residence is a hybrid of traditional heavy -timber frame,
structural insulated panel, and conventional 2x6 stud walls.
The timber frame is used to resist gravity loads only. Douglas Fir #I is the main structural
component, with American Elm (locally milled from trees taken from the Chico Plaza) and
Black Oak (also locally milled) being used for parts of the second floor framing. See Al for
derivation of structural values for these woods.
Conventional stick framing is used in shearwalls.
Structural insulated panels (SIPs) are used for the remainder of external walls and roof ,
diaphragm. See A6 -A22. for the NER report and technical bulletins from the manufacturer.
SUPPLEMEENTAL
These additional calculations are prepared in *response to item S3. of the first plan check for
Butte County application No. 04-2499 (Gibson, LP2A No. 2040015-114). My original model of
the building did not allow a. hinge at the second floor (see note pg 4 of calcs); I assumed that the
full -height columns spanned from floor to roof and that all lateral forces were.tributary to the
roof. These calculations provide documentation for that assumption. -
The highest stresses in the column result from CBC eqn 12-9. The resulting column -beam
interaction value of 0.48 indicates that the columns have large reserve strength.
Also included is an analysis of the timber connection.shown as detail 8/9 per CBC 1633.1.5
which shows a reserve capacity of about 40%.
GRAVITY LOADS
ROOF DEAD LOAD (r)sf
PITCH (:12)
4
24 GA METAL
2.0
FRAMING & PANELING
3.4 (see pg 2)
8 1/4" SIP
3.8
MISCELANEOUS
1.0
TOTAL (ON PITCH)
10.2
TOTAL (HORIZONTAL)
10.7
NET ROOF DEAD LOAD FOR OVERTURNING (psf) (includes uplift)
3.3 '
ROOF LIVE LOAD (PSF)
CONSTRUCTION
FLOOR DEAD LOAD (PSF)
FRAMING & DECKING
MISCELANEOUS
TOTAL
FLOOR LIVE LOAD (PSF)
RESIDENTIAL
EXTERIOR WALLS (PSF)
6,1/2" SIP
STUCCO
FRAMING
1/2" SHEETROCK
TOTAL
16.0 (4:12 pitch)
5.5 (see pg 2)
1.0
6.5
HIM
3.5
9.0
-5.5
2.2
NWIA
(see pg 2)
FRAMING DEAD LOAD CALCULATIONS
ROOF FRAMING & INTERIOR PANELING
SPECIES
DENSITY
MEMBER
WIDTH
I DEPTH
AREA
OC
-LINEAR WT
AREA -71
5.5
pcf
6
in
in
ftA 2
ft
I plf
psf
m/,%r i mm /.I,)
RIDGE 7.5
AMERICAN ELM 31.2 INT. SHEATHING 12
WALL FRAMING
/.b 0.39 14
11.5 0.60 31
0.75 0.06 .1
12.2
0.9
18.7
0.6
2.0
2.0
TOTAL
3.4
SPECIES _fDENSITY
1.4
MEMBER
WIDTH
I DEPTH
AREA
OC
LINEAR WT
AREA -7-rl
5.5
---2.cf
6
in
in
ftA 2
ft
---P-lf ]
_psf
0 I.z LULUiV]N 9.5 9.5 0.63 14
ROOF BEAM 7.5 9.5 0.49 10
GIRT 7.5 9.5 0.49 10
MISC (knees etc)
FLOOR FRAMING & DECKING
19.6
1.4
15.4
1.5
15.4
1.5
OC
1.0
TOTAL
5.5
SPECIES-TDENSITY
10
MEMBER
-WIDTH
I DEPTH
AREA
OC
LINEAR WT
AREA WT
JOISTS
_pcf
6
in
in
ftA 2
ft
plf
I psf
L.l%ju%.7L^o r-jr-, a I.z
AMERICAN ELM 31.2
31.2
%.jUlVllVltK btAM
10
9.5
LONG.BMS,,.
7.5
9.5
DECKING
12
1.5
JOISTS
6
6
0.76
10
0.49
11
0.13
1
0.25
2.5
23.7
2.4
15.4
1.4
3.9
3.9
7.8
3.1
TOTAL
7.7
cy
E
CALCULATE UNIFORM WIND LOADS
CALCULATE WIND COEFICIENT. W (Droiected area method
wall height
8.0
15-20
ft upper
Ce
9.0
1 0.67 1
ft lower
roof height
25.00
ft
ridge
22.00
ft
average for longitudinal & uplift
exposure
- B
25.0
area is hilly & heavily wooded
wind speed
75
mph
ta le 6-N 2 2 r)
qs
14.60
psf
(assumed)
cq
1.30
0.02
structure under 40' height
1
'11.00
hn' 7! 0.22
residential
height, ft
0-15
15-20
20-25
Ce
0.62
1 0.67 1
0.72 1
P
1 11.77
1 12.72 1
13.67 1
TRANSVERSE WIND LOAD TO MAIN ROOF
w = 5.5' * 11. 77 psf + 5' * 12.72 psf + 5' * 13.67 psf
LONGITUDINAL WIND LOAD TO MAIN ROOF
w = 5.5' *-A 1. 77 psf + 5' * 12.72 psf + 2' * 13.67 psf
1 197 1plf
plf
note: I assume that because of the full- height columns with their attendant diagonal knees there is no
hinge at the second floor. Thus, 9.5'of wind load to the walls is tributary to . the ground.
WIND LOAD TO ROOF (uplift)
p = 0.7 * 14.60 psf * 0.72
11
CALCULATE SEISMIC COEFICIENT
CALCULATE SEISMIC COEFICIENT. C. (static force method
1 7.4 psf
C, = (Cv*l)/(R*T)
0.43 (eqn 30-4)
C, = (2.5*Ca*I*W)/R
0.16 (eqn 30-5) where:
Z
0.30
(zone 3)
1.00
(residential)
h,
25.0
ft
eqn 30-5 governs:
R
5.60
ta le 6-N 2 2 r)
C,
0.16 soil profile
Sd
(assumed)
Ct
0.02
(all other buildings)
T 0.2
hn' 7! 0.22
(method A)
Ca
0.36
C'
0.54
N,
1.00
Na
1.00
8/11/2004
W]
ROOF DIAPHRAGM
longitudinal
load case na weight/foot' 1512 plf
L 32.0 ft
b 56.0 ft
WS
242
plf
996
ws / 1.4
173
plf
RvWnd 2490 lb
Rseismic
3871
lb
Vwnd 44 plf
Rseismic 11-4
2765
lb
159
Vseismic
49
plf
1. Floor weight is lumped in with roof weight as there is no hinge at the second floor
seismic governs
v 1 49 1plf
Connect 8-1/4" PBS SIP roof to 3x nom tog) plate with PBS screws (a)- 12" OC -
maintain 2" penetration
Vail = 425 pif per aftached N ER -633 pg 11 /11
DESIGN CHORDS
Gable chord force: Tm,,), = (W*L"2)/(8*b) 395 lb
Gable drag force: Tma'x = 25'* 172 plf 4301 lb
Connect eoints in GE top plate with MST148 w/ (48) 10dxl-1/2- Tall 4350 lb
transverse
load case
na
weight/foot'
996
plf
L
56.0
ft
b
32.0
ft
WS
159
plf
ws / 1.4
Rseismic
114
4462
plf
lb
5506 lb
IRvAnd
v
172
plf
Rseismic / 1.4
3187
lb
Vseismic
100
plf
1. Floor weight is lumped in with roof weiqht as there is no hinae at the second floor
w d governs
in
v 172 -Jplf
Connect 8-1/4" PBS SIP roof to 3x nom top plate with PBS screws (d-) 12" OC -
maintain 2" penetration
Val, = 425 plf per aftached N ER -633 pg 11 /11
DESIGN CHORDS
Chord force @ eaves: Tmu = (w*L"2)/(8*b) 2409 lb -governs
Long. drag force: Tma,, = 40' * 49 plf 1975 lb -governs
Connect eoints in longitudinal top plate with MST148 w/ (48) 10dxl-1/2- Tall = 4350 lb
U
DESIGN SHEARWALLS- FRONT
mark #1
L 56.0 ft
wall h 19.0 ft
number of shearwalls 1
total length of shearwalls 6.00 ft
DESIGN SHEARWALL SHEATHING
FIND GOVERNING REACTION
Rwind 2490 lb
R�eismir = 2765 lb + 56' * 19' * 21 psf * 0. 16 / 1.4 5221 lb GOVERNS
v = Rm,, / total length of shearwalls 870 plf
7/16" QSB INSIDE & OUT
nailinq 8d 3" at edges and 12" in field
Vail = 2 * 490 pif 980 plf
HOLDDOWNS
mark # width height Wfloor Wwau Wroof 0.9 * Wtotai Me.ist M"t Thd hd
ft ft lb lb lb lb. ft*lb ft*lb lb
1 6.00 19.0 0 2303 578 2592 1 7777 1 99201 1 15237
notes:
3. HC115- T., = 15305 lb with headed 1-1/4" A307 bolt embedded 12" in 24" wide by 16" th ftq-
(Tall = 59,000 lb per pg A3)
DESIGN SHEAR FRAMING
all panel edges to be backed with 3" nom blockina or framing
struts are 6x6 DF #1
3" nom plate sill and mud sill
framina members receiving nailing from abutting panels to be 3" nominal min.
joints from panels on opposing sides to be staggered.
DESIGN SHEAR ANCHORAGE
connect plate sill to 4x nom header joist with (8) 1 ' /2" LS w/ 4" min penetration- Tall = 8 * 710 lb 5680 lb
connect header joist to mud sill with (9) LTP4- Tall = 9 * 670 lb 6030 lb
dia 5/8" fc - 2000 psi min
embedm nt 7; min Vzll = 1.33 * 1040 lb 1383 lb (Table 8.2 -
mark # width V bolts req'd
ft lb ea
1 6.00 - 5221 4
note:
washers are to be TxTx3/16"
Place one bolt between 4-1/2 and 12" from each end and remainder spaced evenly per shearwall .
G-
DESIGN SHEARWALLS- REAR
L 56.0 ft
wall h 19.0 ft
number of shearwalls 1
total length of shearwalls 6.00 ft
DESIGN SHEARWALL SHEATHING
FIND GOVERNING REACTION
Rwind
R,eismic = 2765 lb + 56' * 19' * 21 psf * 0. 16 / 1.4
v = Rma, / total length of shearwalls
7/16" QSB INSIDE & OUT
nailing 8d 3" at edges and 12" in field
Vail = 2 * 490 plf 980 plf
mark #2
2490 lb
5221 lb
870 plf
GOVERNS
HOLDDOWNS
mark # width height Wfloor W.11 W, --f 0-9 * Wtotai M,..irt M.t Thd hd
ft ft lb lb lb lb ft*lb ft*lb lb
6.00 19.0 0 2303 578 1 2592 1 7777 1 99201 15237 yesl:j
notes:
3. HD15- Lil = 15305 lb with headed 1-1/4" A307 bolt embedded 12" in 24" wide by 16" th ftg--
(Te,11 = 59,000 lb per pg A3)
DESIGN SHEAR FRAMING
all panel edges to be backed with 3" nom blo 6king or framing
struts are 6x6 DF #1
3" nom mud sill
framin-g members receiving nailing from abuffinq panels to be 3" norninal min.
joints from panels on opposing sides to be staggered..
.DESIGN SHEAR ANCHORAGE
dia 5/8"
embedment 7" min
mark # width bolts req'd
ft lb ea
6.00 5221
fc 2000 p§i min
Vaif 1.h - 1040 lb 1383 lb (Table 8.2-E)
note:
washers are to be 2"x2"x3/16"
Place one bolt between 4-1/2 and 12" from each end and remainder spaced evenly per shearwall
6
DESIGN SHEARWALLS- LEFT
meirk #1
L 32.0 ft
wall h 19.0 ft
number of shearwalls 1
total length of shearwalls 6.50 ft
DESIGN SHEARWALL SHEATHING
FIND GOVERNING REACTION
RvAnd 5506 lb GOVERNS
Rs-eismic = 3187 lb + 32'* 19'* 21 psf * 0.16 / 1.4* 4591 lb
v = Rm,, / total length of shearwalls 847 plf
7/16" OSB INSIDE & OUT
nailinq 8d 3" at edges and 12" in field
Vail = 2 * 490 pif 980 plf
HOLDDOWNS
mark # width height Wfloor W"'.11 Wr,,,,t O�67 - W,.,, Mrnist mot Thd h 7 d
ft , ft lb lb lb lb ft*lb ft*lb lb
1 6.50 19.0 0 2495 556 2044 1 6644 104609 1 15072 y=es'
notes:
3. HD15- T;,.. = 15305 lb with headed 1-1/4" A307 bolt embedded 12" in 24" wide by 16" th ftq-
(Tall = 59,000 lb per pg A3)
DESIGN SHEAR FRAMING
all panel edges to be backed with 3" nom blockina or framin
struts are 6x6 DF #1
3" norn plate sill and mud sill
frarninq members -receiving nailinq from abutting panels to be 3" nominal . min.
joints from panels on opposing sides to be staggered.
DESIGN SHEAR ANCHORAGE
connect plate sill to 4x nom header joist with (8) 1/2" LS w/ 4" min penetration- T,11 8 * 710 lb 5680 lb
connect header joist to mud sill with (9) LTP4- Tall = 8 * 670 lb 6030 lb
dia 5/ fc 2000 psi min
embedment 7" min 1Vz,,, = 1.33 * 1040 lb 1383 lb (Table 8.2-E)
mark # width' V bolts req'd
ft lb ea
1 6.50 5506 4
note:
washers are to be 2"x2"x3/16"
Place one bolt between 4-1/2 and 12" from each end and remainder spaced evenly per shearwall .
MUM
DESIGN SHEARWALLS- RIGHT
L 32.0 ft
wall h 19.0 ft
number of shearwalls 1
total length of shearwalls 6.50 ft
DESIGN SHEARWALL SHEATHING
FIND GOVERNING REACTION
RvAnd
Rseimic= 3187 lb + 32'* 19'* 21 psf * 0.16 /1.4
v = R,,,,., / total length of shearwalls
7/16" QSB INSIDE & OUT
nailinq 8d 3" at ed-ges and 12" in field
Vaii = 2 * 490 plf . 980 plf
mark #2
5506 lb
4591 lb
847 plf
GOVERNS
HOLDDOWNS
mark # width height Wfloor W..11 Woof 0.67 * Wtotaj Mmist Mt Thd hd
ft ft lb lb lb lb ft*lb ft*lb lb S3
6.50 '19.0 0 2495 556 2044 1 6644 1 104609 1 15072 ye
notes:
3. HQ15- 15305 lb with headed 1-1/4" A307 bolt embedded 12" in 24" wide -by 16" th ftq-
(T.11 = 59,000 lb per pg A3)
DESIGN SHEAR FRAMING
all Panel edges to be backed with 3" nom blockinig or framin-q
struts are 6x6 DF #1
3" nom mud sill
framinq members receiving nailing from abuffing panels to be 3" nominal min.
ioints from panels on opposing sides to be stagggered.
DESIGN SHEAR ANCHORAGE
dia 5/8"
embedment 7" min
mark # width bolts req'd
ft lb ea
6.50 5506 4
fc 2000 psi min
Val, = 1.33 * 1040 lb 1383 16 (Table 8.2-E)
note:
washers are to be 2"x2"x3/16"
Place one bolt between 4-1/2 and 12" from each end and remainder spaced evenly per shearwall
0
SHEARWALL SCHEDULE
number
sheathing
naillo and spacing (in)
I
tension tie
I I
shear
no es
thickness
anchorage I
1/10- UZ>ts ts a (a_) 6 & i z MUlb (4) 5/8" AB 1-7
two sides note 9 note 8
.2 7/16" OSB 8d @ 3 & 12 HD15 (4) 5/8" AB 1-4,6,7
two sides note 9
NOTES
1
2
3
4
5
6
7
8
9
10
All edges to have 3" nominal backing
Anchor bolt washers to be 2" x 2" x 3/16"
Studs at ends of shearwalls to be 6 x 6 nom DF #1
Framing members recieving nailing from abutting panels to be 3" nominal thickness
3x norn bottom plate
3x norn mud sill
Joints from panels on opposing sides to be staggered
Connect bottom plate to 4x nom header or rim joist with (8) 1/2" LS- maintain 4" penetration
Connect joist to mud sill with (9) LTP4
1-1/4" A307 headed bolt embedded 12" in 24" wide x 16" thick footing
Nails to be commons or galvanized. Galvanized to be hot -dipped or tumbled.
W
B1
12 in
ft
psf
psf
total
FbE
RLL + DL
lu / d
1.10
ft
L
15.00
ft
C,
L
180
in'
Cj
b
7.50
in
CM
d9
11.50
in
Ct
dnl
10.875
in
CT
A
81.56
in'12
CF
S
147.83
in A 3
Ch
1
804
in A 4
pli
El
1.60E+06
psi
21.3
1. average depth for tapered cross-section
total uniform dead load, pli
E 1.60E+06 psi
14.3
Fc(perp)
625
psi
values for
35.6
pli
85
psi
DF #1 B & S
Fb
1350
psi
CALCULATE ALLOWABLE BENDING STRESS
Fb =
1684
psi
1.00
1.25 (roof live load)
1.00
1.00
1.00
1.00
1.67
CALCULATE CI (KbE = 0.439)
1,
12 in
ft
psf
psf
total
FbE
69620
lu / d
1.10
ft
F*b.
2818
le
52 in
psf
FbE / F*b),
24.70
CL
1.00
psf
Rb
3.18
CALCULATE ACTUAL BENDING STRESS
roof loads: tributary width
RLL
RDL
16.0
16.0
10.7
ft
psf
psf
total
21.3
14.3
35.6
pli
PH
pli
floor loads: tributary width
0.00
ft
in A 2
P
FLL
40.0
psf
0.0
PH
FDL
10.0
psf
0.0
pli
total
0.0
ph
wall loads.: tributary height
0.0
ft
WDL
7.7.
psf
0.0
pli
total
0.0
pli
total uniform live load, pli
21.3
pli
total uniform dead load, pli
14.3
total uniform live load plus dead load, pli
35.6
pli
Fb ='(w,* LA 2/8)/S 975 psi OK
CHECK HORIZONTAL SHEAR
PV 3204 lb
Fv 177 psi
fV 59 psi OK
CHECK BEARING
L
1.00
in
A
7.50
in A 2
P
3204
Ib
fC
427
psi OK
1.0
CHECK DEFLECTION
Id. fctr. 2 (mult by DL for long term defl.)
360 L / 240 A
LL 0.50 0.23 OK
DL + LL 0.75 0.53 OK
B2
psf
psf
total
FbE
69620
RLL + DL
ft
F*bx
2818
L
11.50
ft
C,
L
138
in
Cd
b
7.50
in
CM
d9
11.50
in
Ct
dn 1 .
10.875
in
CT
A
8.1.56
in A 2
CF
S
147.83
in A 3
Ch
804
inA4
E'
1.60E+06
psi
pli
1. average depth for tapered cross-section
E 1.60E+06 psi
Fc(perp)
625
psi
values for
Fv
85
'psi
DF#I B & S
Fb
1350
psi
CALCULATE ALLOWABLE BENDING STRESS
Fb
1684
psi
CALCULATE ACTUAL BENDING STRESS
roof loads: tributary width
RLL
RDL
floor loads: tributary width
FLL
FDL
wall loads: tributary height
WDL
total uniform live load, pli
total uniform dead load, pli
total uniform live load plus dead load, pli
fb = (w * LA2 / 8) / S 573 psi OK
CHECK HORIZONTAL SHEAR
Pv 2456 lb
Fv 177 psi
fV 45 psi OK
1.00
1.25 (roof live load)
1.00
1.00
1.00
1.00
1.67
CALCULATE C (KbE = 0.439)
lu 12 in
psf
psf
total
FbE
69620
lu / d' 1.10
ft
F*bx
2818
le 52 in
psf,
FbE / F*b.
24.70
CL 1.00
psf
Rb
3.18
16.0 ft
16.0
10.7
psf
psf
total
21.3
14.3
35.6
PH
pli
pli
0.00
ft
1.00
in
40.0
psf,
0.0
pli
10.0
psf
0.0
pli
2456
total
0.0
pli
0.0
ft
psi
OK
7.7
psf
0.0
pli
total
0.0
pli
21.3
pli
14.3
35.6
pli
CHECK BEARING
CHECK DEFLECTION
L
1.00
in
Id.. fctr. 2 (mult by DL for long term defl.)
A
7.50
in A 2
L / 360 L / 240 A
P
2456
Ib
LL 0.38 0.08 OK
.fC
327
psi
OK
DL + LL 0.58 0.18 OK
B3
0.0
16.0
10.7
ft
psf
psf
total
0.0
0.0
0.0
pli
pli
pli
D + L
2.5
ft
Id. fctr. 2 (mult by DL for long term defl.)
note: This beam has compression edge notches at ends per NDS 3.4.4
40.0
psf
L 4.50 ft
C,
1.00
3.9
psf
L 54 in
Cd
1.00
49
total
b 5.00 in
CM
1.00
0.0
ft
d 6.00 in
Ct
1.00
7.7
psf
A 30.00 in A 2
CT
1.00
total
S 30.00 in A 3
CF
1.00
90 inA4
Ch
1.67
E' 1.34E+06 psi
total uniform live load plus dead load, pli
9.1
pli
CALCULATE CI (KbE 0.439)
E 1.34E+06 psi
lu. 12 in
FbE
65258
Fc(perp) 690 psi
values for
1,, / d 2.00
F*b.
1971
F, 151 psi
American Elm
le 38 in
FbE / F*b.
33.12
Fb 1180 psi
(see A 1)
CL 1.00
Rb
3.00
CALCULATE ALLOWABLE BENDING STRESS
Fb 1178 psi
CALCULATE ACTUAL BENDING STRESS
roof loads: tributary width
RILL
,RDL
0.0
16.0
10.7
ft
psf
psf
total
0.0
0.0
0.0
pli
pli
pli
floor loads: tri buta ry width
2.5
ft
Id. fctr. 2 (mult by DL for long term defl.)
FLL
40.0
psf
8.3
pli
FDL
3.9
psf
0.8
pli
fc
49
total
9.1
pli
wall loads: tributary height
0.0
ft
WDL
7.7
psf
0.0
pli
total
0.0
pli
total uniform live load, pli
8.3
pli
total uniform dead load, pli
0.8
total uniform live load plus dead load, pli
9.1
pli
fb (w LA2 / 8) / S 111 psi OK
CHECK HORIZONTAL SHEAR
Pv 247 lb
Fv 252 psi
fV 12 psi OK
CHECK BEARING
CHECK DEFLECTION
L
1.00
in
Id. fctr. 2 (mult by DL for long term defl.)
A
5.00
in A 2
L / 360 L / 240 A
P
247
Ib
LL 0.15 0.01 OK
fc
49
psi
OK
DL + ILL 0.23 0.01 OK
B4'
FbE
108081
1, / d 1.45
RLL + DL
2818
le 44 in
FbE / F*b.
L
15.00
ft
C,
L
180
in
Cd
b
7.50
in
CM
d9
9.50
in
Ct
dn
8.25
in
CT
A
61. 88
in A 2
CF
S
85.08
in A 3
Ch
1
351
in A 4
PH
E'
1.60E+06
psi
0.0
1 average depth for tapered cross-section
wall loads: tributary height
E 1.60E+06
ft
psi
7.7
Fc(perp)
625
psi values for
F,
85
psi DF #1 B & S
PH
Fb
1350
psi
10.7
CALCULATE ALLOWABLE BENDING STRESS
Fb =
1685
psi
7.1
1.00
1.25 (roof live load)
1.00
1.00
1.00
1.00
1.67
CALCULATE C (KbE = 0.439)
1, 12 in
FbE
108081
1, / d 1.45
F*bx
2818
le 44 in
FbE / F*b.
38.35
CL 1.00
Rb
2.55
CALCULATE ACTUAL BENDING STRESS
CHECK DEFLECTION '
roof loads: tributary width
8.0
ft
Id. fctr. 1 (mult by DIL for long term defl.)
RILL
16.0
psf
10.7
PH
RDL
10.7
psf
7.1
pli
fc
214
total
17.8
pli
floor loads: tributary width
0.00
ft
FLL
40.0
psf
0.0
PH
FDL
10.0
psf
0.0
PH
total
0.0
PH
wall loads: tributary height
0.0
ft
WDL
7.7
psf
0.0
PH
total
0.0
PH
total uniform live load, pli
10.7
pli
total uniform dead load, pli
7.1
total uniform live load plus dead load, pli
17.8
pli
fb= (w*L A 2/8)/S 847 psi OK
CHECK HORIZONTAL SHEAR
PV 1602 lb
Fv 177 psi
fV 39 psi OK
CHECK BEARING
CHECK DEFLECTION '
L
1.00
in
Id. fctr. 1 (mult by DIL for long term defl.)
A
7.50
A
in 2
L / 360 L / 240 A
P
1602
Ib
ILL 0.50 0.26 OK
fc
214
psi
OK IDL
+ ILL 0.75 0.43 OK
B5 (longitudinal
roof beams at lines A &
E)
RDL + RLL
lu d 1.45
roof loads: tributary width
L 11..50
ft C,
1.00
L 138
in Cd
1.25 (roof live load)
b 7.50
in cm
1.00
d 8.25
in average ct
1.00
A 61.88
in'12 CT
1.00
S 85.08
inA 3 CF
1.00
351
inA 4 Ch
1.67
El 1.60E+06
psi
E 1.60E+06 psi
Fc(perp) 625 psi values for
F, 85 psi DF#I B & S
Fb 1350 psi
CALCULATE ALLOWABLE BENDING STRESS
Fb = 1685 psi
CALCULATE CI (KbE = 0.439)
1, 12 in
FbE
108081
lu d 1.45
roof loads: tributary width
F*bx
2818
44 in
Id. fctr. 2 (mult by DIL for long term defl.)
FbE / F*bx
38.35
CL 1.00
10.7
Rb
2.55
CALCULATE ACTUAL BENDING STRESS -
CHECK DEFLECTION
roof loads: tributary width
8.0
ft
Id. fctr. 2 (mult by DIL for long term defl.)
RLL
16.0
psf
10.7
pli
RDL
10.7
psf
7.1
pli,
Fe
164
total
17.8
pli
floor loads: tributary width
0.00
ft
FILL
40.0
psf
0.0
pli
FDL
10.0
psf
0.0
pli
tota 1
0.0
pli
wall loads: tributary height
0.0
ft
WDL
7.7
psf
pli
total
0.0
pli
total uniform live load, pli
10.7
pli
total uniform dead load, pli
7.1
total uniform live load plus dead load, pli
17.8
pli
I% (w L'12 / 8) / S 498 psi OK
CHECK HORIZONTAL SHEAR
PV 1228 lb
Fv 177* psi
fV 30 psi OK
CHECK BEARING
CHECK DEFLECTION
L
1.00
in
Id. fctr. 2 (mult by DIL for long term defl.)
A
7.50
inf%2
L / 360 L / 240 A
P
1228
Ib
LL 0.38 0.09 OK
Fe
164
psi
OK IDL
+ LL 0.58 0.21 OK
13
CALCULATE ACTUAL BENDING STRESS
B6 (floor collector beam @ lines A & E - LL + DL)
Notes:
roof loads: tributary width
1. B6 is a collector beam with mortises @ its neutral plane.
ft
2. I,ff is calculated for the resulting shape- see A2 for formula and notation.
3. Shear reductions are calculated for mid plane loads per NDS 3.4.5, for compression edge notches per 3.4.4.,
16.0
and for tension edge notches per 3.4.4. 1 assume that the tenons most res ' emble shear plates.
0.0
4. Joists B8 house into the beam, requiring a 1/2" mortise. Thus the net width bn used
RDL
for calculations is 112" less than the gross width bg (bearing width is not adusted).
psf
L 15.85 ft Cr' 1.00 Calculate I,ff:
pli
L 190 in Cd 1.00 m 2.5 in (notch height)
bg 7.5 in CM 1.00 n 2.5 in (notch depth)
0.0
bn 7 in Ct 1.00 leff 494 inA3
floor loads: tributary width
d 9.50 in CT 1.00
ft
A 66.50 in A 2 CF 1.00
S 105.29 in A 3 Ch 1.67
40.0
1 500 in A 4
16.7
c 4.75 in
FDL
E' 1.60E+06 psi CALCULATE CI (KbE 0.439)
psf
E 1.60E+06 psi lu 30 in FbE
46808
Fc(perp) 625 psi values for 1, / d 3.16 F*b.
2255
F, 85 psi DF #1 B & S le 77 in Fbe / F*t,,,
20.76
Fb 1350 psi CL 0.997 Rb
3.87
CALCULATE ALLOWABLE BENDING STRESS
ft
Fb 1347 psi
CALCULATE ACTUAL BENDING STRESS
roof loads: tributary width
0.0
ft
RLL
16.0
psf
0.0
pli
RDL
10.7
psf
0.0
pli
total
0.0
pli
floor loads: tributary width
5.00
ft
FLL
40.0
psf
16.7
pli
FDL
3.9
psf
1.6
pli
total
18.3
pli
wall loads: tributary height
0.0
ft
WDL
7.7
psf
0.0
pli
total
0.0
pli
total uniform live load, pli
...
16.7
PH
total uniform dead load, pli
1.6
total uniform live load plus dead load, pli
18.3
pli
fb = (w * L A 2 / 8) * c / 1 796 psi OK
I Lf
CHECK HORIZONTAL SHEAR
At mid plane loading from joists B8
F'v
142
psi
v
579
1 b
de
3.50
in
fv
96
psi
At ends:
L 1360 L / 240 A
Pv
1740
lb
dn
7.25
in
fv
63
psi
(load from joists B8)
(NDS eq 3.4-6) . OK
(NDS eq 3.4-3) OK
CHECK BEARING
CHECK DEFLECTION
L
1.00
in
Id. fctr. . 2 (mult by DL for long term defl.)
A
7.50
inf*2
L 1360 L / 240 A
P
1740
lb
LL 0.53 0.35 OK'
Ifc
232
psi
OK IDL
+ LL 0.79 0.42 OK
B7 (long. floor collector beam betw. lines 1 & 2
D + L
Notes:
1. B7 is a "summer beam" with mortises @ its neutral plane & tension & compression edge notches at its ends.
2. leff is calculated for the resulting shape- see A2 for formula and notation.
3. Shear reductions are calculated for mid plane loads per NDS 3.4.5, for compression edge notches per 3.4.4.,
and for tension edge notches per 3.4.4. 1 assume that the tenons most resemble shear plates.
4. Joists B8 framing into B7 from both sides are housed, requiring 1/2" mortises. Thus the net width b, used
for calculations is 1 " less than the gross width bg (bearing width is not adusted).
L
15.85
ft
Cr
1.00
Calculate leff:
10.00
ft
L
190
in
Cd
1.00
m
2.5
in (notch height)
3.3
'56.6
pli
b9-
11.5
1 n
CM
1.00
n
2.5
in (notch depth)
b,
10.5
in
Ct
1.00
leff
744
in A 3
0.0
pli
d
9.50
in
CT
1.00
total uniform dead load, pli
3.3
A
99.75
in'12
CF
1.00
A
,fb=(w*L 2/8)*c/I 1057 psi
OK
S
157.94
i n A 3
Ch
1.67
750
in A 4
C
4.75
in
El
1.60E+06
psi
CALCULATE&
lu
j
30
(KbE 0.439)
in
FbE
105317
E 1.60E+06 psi
Fc(perp)
625
psi
values for
1, / d
3.16
F*bx
2255
F,
85
psi�
DF #1 B & S
le
77
in FbE
/ F*b),
46.71
Fb
1350
psi
CL
0.999
Rb
2.58
CALCULATE ALLOWABLE BENDING STRESS
Fb = 1349 - psi
CALCULATE ACTUAL BENDING STRESS
roof loads: tributary width
RILL
RDL
0.0
16.0
10.7
ft
psf
psf
total
0.0
0.0
0.0
PH
pli
pli
floor loads-. tributary width
10.00
ft
FLL
40.0
psf
33.3
pli
FDL
3.9
psf
3.3
'56.6
pli
total
pli
wall loads: tributary height
0.0
ft
WDL
7.7
psf
0.0
pli
total
0.0
pli
total uniform live load, pli
33.3
pli
total uniform dead load, pli
3.3
total uniform live load plus dead load, pli
36.6
PH
A
,fb=(w*L 2/8)*c/I 1057 psi
OK
t to
CHECK HORIZONTAL SHEAR
At mid plane loading from joists B8
F'v
142
psi
V = 2
579
lb
Ib
de
3.5
in
28.75
fv
64
psi
(NDS eq 3.4-6) OK
3479
lb
LL 0.53 0.47 0 K
At ends:
121
psi
OK
Pv
3479
fb
dn
7.25
in
fv
82
psi
�NDS eq 3.4-3) 0 K
CHECK BEARING
CHECK DEFLECTION
L
2.50
in
Id. fctr. 2 (mult by DL for long term defl.)
A
28.75
in'12
L / 360 L / 240 A
P
3479
lb
LL 0.53 0.47 0 K
fc
121
psi
OK
IDL + LL 0.79 0.57 OK
B8 (transverse floor joists
between lines 1
& 2) (revision 1)
D + L
lu/d 2.00
floor loads: tributary width
note: This beam has compression
edge notches at ends
per NDS 3.4.4
L 9.50 ft
C'
1.00
L 114 in
Cd
1.00
b 5.00 in
CM
1.00
d 6.00 in
Ct
1.00
A 30.00 in A 2
CT
1.00
S 30.00 in A 3
CF
1.00
1 90 inA4
Ch
1.67
E' 1. 1 OE+06 psi
7.7
psf
E 1.10E+06 psi
Fc(perp) 360 psi values for
Fv. 167 psi American Elm
F1, 1200 psi (see A 1)
CALCULATE ALLOWABLE BENDING STRESS
Fb = 1198 psi
CALCULATE C1 (KbE = 0.439)
lu 12 in
0.0
16.0
10.7
FbE
53570
lu/d 2.00
floor loads: tributary width
F*b.
2004
le 38 in
Id. fctr. 2 (mult by DL for long term defl.)
FbE / F*b.
26.73
CL 1.00
8.8
Rb
3.00
CALCULATE ACTUAL BENDING STRESS
roof loads: tributary width
RLL
RDL
0.0
16.0
10.7
ft
psf
psf
total
0.0
0.0
0.0
pli
pli
pli
floor loads: tributary width
2.64
ft
Id. fctr. 2 (mult by DL for long term defl.)
FLL
40.0
psf
8.8
pli
FD�
3.9
psf
0.9
pli
fc
110
total
9.7
pli
wall loads: tributary height
0.0
ft
WDL
7.7
psf
0.0
pli
total
0.0
pli
total uniform live load, pli
8.8
pli
total uniform dead load, pli
0.9
total uniform live load plus dead load, pli
9.7
pli
fb (w 1-112 / 8) / S 523 psi OK
CHECK HORIZONTAL SHEAR
PV 551 lb
Fv 279 psi
fV 28 psi OK
CHECK BEARING
CHECK DEFLECTION
L
1.00
in
Id. fctr. 2 (mult by DL for long term defl.)
A
5.00
in A 2
L / 360 L 240 A
P
551
lb
LL 0.32 0.20 OK
fc
110
psi
0 K
DL+LL - 0.48 0.23 0 K
I I --
B9 (longitudinal floor collector beam @ line B - LL + DL)
Notes:
1. B1 1 is a collector beam with mortises @ its neutral plane.
2. I,ff is calculated for the resulting shape- see A2 for formula and notation.
3. Shear reductions are calculated for mid plane loads per NDS 3.4.5, for compression edge notches per 3.4.4.,
and for tension edge notches per 3.4.4. 1 assume that the tenons most resemble shear plates.
4. Joists B3 house into the beam, requiring a 1/2" mortise. Thus the net width bn used
for calculations is 1/2" less than the gross width b. (bearing width is not adusted).
L
15.00
ft
Cr
1.00
Calculate leff:
0.0
ft
L
180
in
Cd
1.00
m 2 in (notch height)
pli
RDL
bg
7.5
in
CM
1.00
n 2.5 in (notch depth)
total
0.0
bn
7
in
Ct
1.00
leff 498 in'13
FLL
40.0
d
9.50
in
CT
1.00
psf
1.0
pli
A
66.50
in^2
CF
1.00
wall loads: tributary height
0.0
ft
S
105.29
in A 3
Ch
1.67
0.0
pli
500
in A 4
PH
total uniform live load, pli
10.0
c
4.75
in
1.0
total uniform live load plus dead load, pli
F
1.60E+06
psi
fb= (w*L A 218) * c 11 424 psi
OK
CALCULATE C, (KbE 0.439)
lu 12 in
FbE
75383
E 1.60E+06 psi
Fc(Perp)
625
psi
values for
lu d 1.26
F*b.
2255
F,
85
psi
DF #1 B & S
48 in FbE /'F.b),
33.44
Fb
1350
psi
CL 0.998
Rb
3.05
CALCULATE ALLOWABLE BENDING STRESS
Fb = 1348 psi
CALCULATE ACTUAL BENDING STRESS
roof loads: tributary width
0.0
ft
RLL
16.0
psf
0.0
pli
RDL
10.7
psf
0.0
pli
total
0.0
pli
oorloads: tributary width
3.00
ft
FLL
40.0
psf
10.0
pli
FDL
3.9
psf
1.0
pli
total
11.0
pli
wall loads: tributary height
0.0
ft
WDL
7.7
psf
0.0
pli
total
0.0
PH
total uniform live load, pli
10.0
pli
total uniform dead load, pli
1.0
total uniform live load plus dead load, pli
11.0
pli
fb= (w*L A 218) * c 11 424 psi
OK
M
CHECK HORIZONTAL SHEAR
At mid plane loading from joists B8
Fv
142
psi
v
247
lb
de
3.00
in
fv
.56
psi
At ends:
L / 360 L / 240 A
P
Pv
988
lb
dn
7.25.
in
fv
36
psi
(load from joists 133)
(NDS eq 3.4-6) OK
(NDS eq 3.4-3) OK
"D—
CHECK BEARING
CHECK DEFLECTION
L
1.00
in
Id. fctr. 2 (mult by DL for long term defl.)
A
7.50
inf%2
L / 360 L / 240 A
P
988
lb
LL 0.50 0.17 OK
fc
132
psi
0 K
IDL + LL 0.75 0.20 OK
a
.;?- 0
1310 (floor joist at library - LL + DQ
Notes:
1. B1 0 have tension edge notches at line 4.-
2. Shear reductions are calculated for tension edge notches per NDS 3.4.4.
3. Per NDS 3.4.4 a compression edge notch not extending insid the support line does not reduce shear capacity.
L 15.00 ft C, 1.00 Calculate leff:
L 180 in Cd 1.00 m in (notch height)
CM 1.00 n in (notch depth)
b 5.5 in Ct 1.00 leff 193 inA 3
d 7.50 in CT 1.00
A 41.25 inA2 CF 1.00
S 51.56 inA3 Ch 1.67
1
193
in A 4
floorloads: tributary width
2.50 ft
1.00
C
3.75
in
8.3
pli
FDL
3.9 psf
E'
1.60E+06
psi
Ib
CALCULATE C
j (KbE = 0.439)
lu 12 in
FbE
67356
E 1.60E+06 psi
Fc(Perp)
625
psi
values for
1, d 1.60
F*bx
2255
F,
85
psi
DF #1 B & S
42 in
FbE/ F*b.
29.88
Fb
1350
psi
CL 0.998
Rb
3.23
CALCULATE ALLOWABLE BENDING STRESS
Flb = 1348 psi
CALCULATE ACTUAL BENDING STRESS
floorloads: tributary width
2.50 ft
1.00
in
FLL
40.0 psf
8.3
pli
FDL
3.9 psf
0.8
pli
823
Ib
pli
total uniform live load, pli
150
8.3
pli
total uniform dead load, pli
0.8
total uniform live load plus dead load, pli
9.1
pli
fb (w * L^2 / 8) * c / 1 718 psi
OK
CHECK HORIZONTAL SHEAR
At ends:
F1V 142 psi
Pv 823 lb
dn 6.25 in
fV 43 psi (NDS eq 3.4-3) OK
CHECK BEARING
CHECK DEFLECTION
L
1.00
in
Id. fctr. 2 (mult by DL for long term defl.)
A
5.50
in'12
L / 360 L / 240 A
P
823
Ib
LL 0.50 0.37 OK
fc
150
psi
OK IDL
+ LL - 0.75 0.44 OK
CALCULATE XLLOWABLE BENDING STRESS
Fb 1347 psi
CALCULATE ACTUAL BENDING STRESS
roof loads: tributary width
RLL
RDL
0.0
16.0
10.7
1311 (longitudinal floor collector beam @ line D - LL + DL)
0.0
-0.0
0.0
Notes:
floor loads-. tributary width
1. B1 1 is a collector beam with mortises @ its neutral plane.
ft
2. I,ff is calculated for the resulting shape- see A2 for formula and notation.
3. Shear reductions are calculated for mid plane loads per NDS 3.4.5, for compression edge notches per 3.4.4.,
40.0
and for tension edge notches per 3.4.4. 1 assume that the tenons most resemble shear plates.
28.3
4. Joists B3 house into the beam, requiring a 1/2" mortise. Thus the net width bn used
FDL
for calculations is 1/2" less than the gross width bg (bearing width is not adusted).
psf
2.8
pli
Calculate leff:
L 15.00 ft
C, 1.00
L 180 in
Cd 1.00
m 2 in (notch height)
ft
bg 7.5 in
CM '1.00
n 2.5 in (notch depth)
7.7
bn - 7 in
Ct 1.00
leff 498 in13
d 9.50 in
CT 1.00
0.0
pli
A 66.50 in^2
CF 1.00
28.3
S 105.29 in A 3
Ch 1.67
1 500 in A 4
total uniform live load plus dead load, pli
c 4.75 in
31.1
El 1.60E+06 psi
CALCULATE C, (Kbr= 0.439)
OK
E 1.60E+06 psi
lu 30 in
FbE
46808
Fc(perp) 625 psi
values for
lu / d 3.16
F*bx
2255'
F, 85 psi
DF #1 B & S
1� 77 in
FbE / F*b.
'20.76
Fb 1350 psi
CL 0.997
Rb
3.87
CALCULATE XLLOWABLE BENDING STRESS
Fb 1347 psi
CALCULATE ACTUAL BENDING STRESS
roof loads: tributary width
RLL
RDL
0.0
16.0
10.7
ft
psf
psf
tota 1
0.0
-0.0
0.0
pli
PH
pli
floor loads-. tributary width
8.50
ft
FLL
40.0
psf
28.3
pli
FDL
3.9
psf
2.8
pli
total
31.1
PH
wall loads: tributary height
0.0
ft
WDL
7.7
psf
0.0
pli
total
0.0
pli
total uniform live load, pli
28.3
pli
total uniform dead load, pli
2.8
total uniform live load plus dead load, pli
31.1
pli
lfb= (w* L A 2 / 8) * c I 1 1200 psi
OK
�)- z
CHECK HORIZONTAL SHEAR
At mid plane loading from joists B8
F'v
142
psi
v
247
lb
de
3.00
in
fv
56
psi
At ends:
L / 360 L / 240 A
Pv
2799
lb
dn
7.25
in
fv-
101
psi
(load from joists 133)
(NDS eq 3.4-6) OK
(NDS eq 3.4-3) OK
CHECK BEARING
CHECK DEFLECTION
L
1.00
', in
Id. fctr. 2 (mult by DL for long term defl.)
A
7.50
in'* -2
L / 360 L / 240 A
P
2799
lb
ILL 0.50 0.48 OK
fc
373
psi
OK IDL
+ ILL 0.75 0.58 OK
-2--3
B1 2 &
B1 2R (revision 1)
Fbr=
LL + DL
IU/d 2.00
roof loads: tributary width
L
4.50- ft
C,
L
54 in
Cd
b
5.00 in
CM
d
6.00 in minimum
Ct
A
-30.00 in A 2
-CT
S
30.00 inA3
CF
1
90 inA4
Ch
El
1 8E+07 psi
pli
- E 1.18E+07
3.9
psf
0.8
psi
total
Fc(perp)
710 psi
values for
0.0
ft
F,
203 psi
Black Oak
7.7
psf
Fb
1367 psi
s eeAI
total
0.0
CALCULATE ALLOWABLE BENDING STRESS
total uniform live load, pli
Fb
1367 psi
8.3
1.00
1.00
1.00
1.00,
1.00
1.00
1.67
CALCULATE_C = 0.439)
j (KbE
lu 12 in
1.00
5.00
247
Fbr=
574658
IU/d 2.00
roof loads: tributary width
F*b.
2283
le 38 in
OK -,DL
FbE / F -b)(
251.72
CL 1.000
0.0
Rb
3.00
CALCULATE ACTUAL BENDING STRESS
1.00
5.00
247
in
inf,2'
Ib
CHECK DEFLECTION
Id. fGtr. 2 (mult by DL for long term defl.)
L / 360 L 1240 A
roof loads: tributary width
0.0
ft
psi
OK -,DL
RLL
16.0
psf
0.0
pli
RDL
10.7
psf
0.0
pli
floor loads: tributary width
2.50
total
ft
0.0
pli
FLL
40.0
psf
8.3
pli
FDL
3.9
psf
0.8
pli
total
9.1
pli
wall I oads: tributary height
0.0
ft
WDL
7.7
psf
0.0
pli
total
0.0
pli
total uniform live load, pli
8.3
pli
total uniform dead load, pli
0.8
total uniform live load plus -dead load, pli
9.1
pli
fb= (w* L A 2/.8)/S 111 psi OK
CHECK HORIZONTAL SHEAR
PV 247 lb
Fv 339 psi
fV 12 psi OK
CHECK BEARING
L
A
P
1.00
5.00
247
in
inf,2'
Ib
CHECK DEFLECTION
Id. fGtr. 2 (mult by DL for long term defl.)
L / 360 L 1240 A
LL 0.15 0.00 OK
.fc
49
psi
OK -,DL
+ LL 0.23 0.00 OK.
a t-
B13 (roof beam with
point load)
FbE
Note: The bottom edge of this beam is radiused. It is conservative to design it using the minimum depth.
RDL + RLL
L
F*b.
L 4.50 ft
Cr
1.00
L 54 in
Cd
1.25 (roof live load)
b 7.50 in
CM
1.00
d 7.50 in
Ct
1.00
A 56.25 in A 2
CT
1.00
S 70.31 in A 3
CF
1.00
1 264 in A 4
Ch
1.67
E' 1.60E+06 psi
E 1.60E+06 psi
Fc(perp) 625 psi values for
Fv 85 psi DF #1 B & S
Fb 1350 psi
CALCULATE ALLOWABLE BENDING STRESS
Fb 1682 psi
CALCULATE ACTUAL BENDING STRESS
P 5660 lb (from beams 1 & 2)
Mmax 76409 in*lb (-- P * L / 4)
fb = Mmax / S 1087 psi OK
CHECK HORIZONTAL SHEAR
PV 2830. lb
F'V 177 psi
if, 75 psi OK
CALCULATE C (KbE = 0,439)
lu 54 in
FbE
47666
lu / d 7.20
L
F*b.
2818
le ill in
Id. fctr. 1 (mult by DL for long term defl.)
FbE / F*b),
16.91
CL 1.00
Rb
3.84
CHECK BEARING
CHECK DEFLECTION
L
1.00
in
Id. fctr. 1 (mult by DL for long term defl.)
A
7.50
in A 2
L / 360 L / 240 A
P
2830
lb
fc
377
psi
OK IDL
+ LL 0.23 0.04 OK
�, S-"
1314 (asymmetrically point" loaded collector beams @ line 1 - LL + DL)
Notes:
1. B14 is a collector beam with a mortise @ its neutral plane.
2. leff is calculated for the resulting shape- see A2 for formula and notation.
3. Shear reductions are calculated for mid plane loads per NDS 3.4.5, for compression edge notches per 3.4.4.,
and for tension edge notches per 3.4.4. 1 assume that the tenons most resemble shear plates.
4..B7 is, housed into the beam, requiring a 1/2" mortise. Thus the net width b, used
for calculations is 1/2" less than the gross width bg (bearing width is not adusted).
L
14.50
ft
L
174
in
bg
9.5
in
bn
9
in
d
11.50
in
A
103.50
in12
S
198.38
in A 3
.1
1141
in A 4
c
5.75
in
F
1.60E+06
psi
E
1.60E+06
psi
Fc(perp)
625
psi
F,
85
psi
Fb
1350
psi
Cr
Cd
1.00
1.00
Calculate Iff:
m 3
in (notch height)
CM
1.00
n 3
in (notch depth)
Ct
1.00
leff 1134
inA3 (notch one side)
CT
1.00
Fb'r= / F*b.
40.59
CF:
1.00
0.999
Ch
1.67
CALCULATE CI (Kbr= = 0.439)
CALCULATE ALLOWABLE BENDING STRESS
Fb = 1348 psi
CALCULATE ACTUAL BENDING STRESS
P 3479 lb (from 137)
a 5 ft
60 in
b 114 in
M,ax P * a b L 136764 in*lb (max at point of load)
jfb = M,,x * C l,ff 694 psi OK
�2—
lu
12 in
FbE
91516
values for
lu / d
1.04
F*,:,x
2255
DF#1 B & S
1�
54 in
Fb'r= / F*b.
40.59
CL
0.999
Rb
2.77
CALCULATE ALLOWABLE BENDING STRESS
Fb = 1348 psi
CALCULATE ACTUAL BENDING STRESS
P 3479 lb (from 137)
a 5 ft
60 in
b 114 in
M,ax P * a b L 136764 in*lb (max at point of load)
jfb = M,,x * C l,ff 694 psi OK
�2—
CHECK HORIZONTAL SHEAR
At mid plane loading from B T
Fv 170 Psi (Ch 2.00)
v 3479 Ib
d, 5 in
fv 116 psi (NDS eq 3.4-7) OK
At ends:
Fv 142 PS'(Ch 1.67)
Ra 2279 Ib Rb 1200 Ib
fv (a side) 33 psi OK fv (b ide) 17 psi OK
CHECK BEARING (a side) CHECK DEFLECTION
L 1.00 in
A 9.50 in'12 L / 360 L 1240 A
P 2279 Ib
fc 240 psi OK IDL + LL 0.73 0.17 OK
2— _Sz-
1315 (asymmetrically point- loaded collector beam @ line 2- LL + DL)
Notes:
1. B1 5 is a collector beam with a mortise @ its neutral axis.
2. I,ff is calculated for the resulting shape- see A2 for formula and notation.
3. Shear reductions are calculated for mid plane loads per NDS 3.4.5, for compression edge notches per 3.4.4.,
and for tension edge notches per 3.4.4. 1 assume that the tenons most resemble shear plates.
4. B7 is housed into the beam, requiring a 1/2" mortise. Thus the net width bn used
for calculations is 1/2" less than the gross width bg (bearing width is not adusted).
L
12.00
ft
C,
1.00
Calculate I,ff:
L
144
in
Cd
1.00
M
3
in (notch height)
bg
9.5
in
CM
1.00
n
3
in (notch depth)
bn
9
in
Ct
1.00
leff
1839
(notch one side)
d
13.50
in
CT
1.00
A
121.50
in^2
CF
1.00
S
273.38
in A 3
Ch
1.67
1
1845
in A 4
c
-6.75
in
El
1.60E+06
psi
CALCULATE
1"
CI (KbE
12
0.439)
in FbE
70170
E 1.60E+06 psi
Fc(perp)
625
psi
values for
lu d
0.89
F*bx
2255
F,
85
psi
DF #1 B & S
60
in FbE / F -b,
31.12
Fb
1350
psi
CL
0.998
Rb
3.16
CALCULATE ALLOWABLE BENDING STRESS
Fb 1348 psi
CALCULATE ACTUAL BENDING STRESS
P - 3479 lb (from B7)
a 2 ft
24 in
b 120 in
Mmax ` P * a b / L 69582 in*lb (max at point of load)
fb = M.a, * C leff 255 psi OK
C-
f -5
MI
�� Cc,
CHECK HORIZONTAL SHEAR
At mid plane loading from BT
Fv 170 Psi (Ch = 2.00)
P 3479 Ib
v 2899 Ib rxn @ "a" side)
de 6.25 in
167 psi (NDS eq 3.4-6) close enough
At ends:
Fv 142 Psi (Ch = 1.67)
Ra 2899 Ib Rb 580 Ib
f, (a side*) 36 psi OK fv (b side) 7 psi OK
CHECK BEARING (a side) CHECK DEFLECTION
L 1.00 in
A 9.50 in A 2 L / 360 L / 240 A
P 2899 Ib
fc 305 psi OK —.DL + LL 0.60 0.02 OK
d1l
B1 7 (transverse floor collector beam @ lines 4 & 5 - LL + DL)
Notes:
1. B17 has mortises @ its neutral plane.
2. leff is calculated for the resulting shape- see A2 for formula and notation.
3. Shear reductions are calculated for mid plane loads per NDS 3.4.5, for compression edge notches per 3.4.4.,
and for tension edge notches per 3.4.4. 1 assume that the tenons most resemble shear plates.
4. Joists*B1 0 frame into the beams, requiring 1/2" mortises. Thus the net width bn used
for calculations is 1/2" less than the gross width bg (bearing width is not adusted).
L
12.00
ft
Cr
1.00
Calculate I,ff:
7.50
ft
L
144
in
Cd
1.00
m
3
in (notch height)
2.4
pli
bg
7.5
in
CM
1.00
n
2.5
in (notch depth)
b,
7
in
Ct
1.00
leff
489
in A 3
0.0
pli
d
9.50
in
CT
1.00
total uniform dead load, pli
2.4
A
66.50
in A 2
CF
1.00
fb (w L A 218) c 11 691 psi
OK
S
105.29
in A 3
Ch
1.67
1
500
in A 4
c
4.75
in
F
1.60E+06
psi
CALCULATE C, (KbE 0.439)
E
1.60E+06
psi
lu
30
in
FbE
46808
Fc(perp)
625
psi
values for
lu / d
3.16
F*b.
2255
F,
85
psi
DF'#I B & S
1,
77
in FbE / F*b
20.76
Fb
1350
psi
CL
0.997
Rb
3.87
CALCULATE ALLOWABLE
BENDING STRESS
Fb
1347
psi
CALCULATE ACTUAL BENDING STRESS
roofloads: tributary width
RLL
RDL
0.0
16.0
10.7
ft
psf
psf
total
0.0
0.0
0.0
pli
PH
PH
floor loads: tributary width
7.50
ft
FLL
40.0
psf
25.0
pli
FDL
3.9
psf
2.4
pli
total
27.4
PH
wall loads: tributary height
0.0
ft
WDL
7.7
psf
0.0
pli
total
0.0
pli
total uniform live load, pli
25.0
PH
total uniform dead load, pli
2.4
total uniform live load plus dead load, pli
27.4
pli
fb (w L A 218) c 11 691 psi
OK
CHECK BEARING
CHECK HORIZONTAL SHEAR
L
At mid plane
loading from
joists B 10
Id. fctr. 2 (mult by DL for long term defl.)
Fv
170
psi
(Ch = 2.00)
v
823
Ib
Ib
de
3.25
in
263
fv
159
psi
(NDS eq 3.4-6) OK
At ends:
Pv
1976
lb
fv
45
psi
(NDS eq 3.4-3) OK
CHECK BEARING
CHECK DEFLECTION
L
1.00
in
Id. fctr. 2 (mult by DL for long term defl.)
A
7.50
in12
L / 360 L / 240 A
P
1976
Ib
LL 0.40 0.17 OK
fc
263
psi
OK
DL + LL 0.60 0.21 OK
--3 )
B18
LL + DL
L
15.00
ft
C,
L
180
in
C',
b
7.50
in
cm
d
9.50
in
ct
A
71.25
in A 2
CT
S
112.81
in A 3
cl:
1
536
in A 4
Ch
F
1.60E+06
psi
40.0
E 1.60E+06 psi
Fc(Perp) 625 psi values for
F, 85 psi DF #1 B & S
Fb 1350 psi
CALCULATE ALLOWABLE BENDING STRESS
Fb = 1348 psi
1.00
1.00
1.00
1.00
1.00
1.00
1.67
CALCULATE CI (KbE = 0.439)
lu
12 in
FbE
86537
lu / d
1.26
ft
F*bx
2255
le
48 in
psf
FbE / F*b.
38.38
CL
1.00
psf
Rb
2.85
CALCULATE ACTUAL BENDING STRESS
CHECK DEFLECTION
roof loads: tributary width
0.0
ft
Id. fctr. 2 (mult by DL for long term defl.)
RLL
16.0
psf
0.0
pli
RDL
10.7
psf
0.0
pli
fc
284
tota 1
0.0
pli
floor loads: tributary width
6.00
ft
FLL
40.0
psf
20.0
pli
FDL
7.4
psf
3.7
pli
total
23.7
pli
wall loads: tributary height
0.0
ft
WDL
7.7
psf
0.0
pli
total
0.0
pli
total uniform live load, pli
20.0
pli
total uniform dead load, pli
3.7
total uniform live load plus dead load, pli
23.7
pli
fb= (w*L A 2/8)/S 851 psi bK
CHECK HORIZONTAL SHEAR
PV 2133 lb
F'V 142 psi
fV 45 psi OK
CHECK BEARING
CHECK DEFLECTION
L
1.00
in
Id. fctr. 2 (mult by DL for long term defl.)
A
7.50
in A 2
L / 360 L / 240 A
P
2133
Ib
LL 0.50 0.32 OK
fc
284
psi
-OK
DL + LL .0.75 0.44 OK
-3--2-
1319 (longitudinal floor collector beam @ lines B & D - LL + DQ (revision 1)
Notes:
1 - B 19 is a collector beam with mortises @ its neutral plane.
2. leff is calcul ated for the resulting shape- see A2 for formula and notation.
3. Shear reductions are calculated for mid plane loads per NDS 3.4.5, for compression edge notches per 3.4.4.,
and for tension edge notches per 3.4.4. 1 assume that the tenons most resemble shear plates.
4. Hallway joists house into the beam, requiring a 1/2" mortise. Thus the net width bn used
for calculations is 1/2" less than the gross width bg (bearing width is not adusted).
L
11.50
ft
C,
1.00
Calculate leff:
3.00
ft
L
138
in
Cd
1.00
m
3.5
in (notch height)
1.0
pli
bg
7.5
in
CM
1.00
n
3
in (notch depth)
b,
7
in
Ct
1.00
leff
489
in'13
0.0
pli
d
9.50
in
CT
1.00
total uniform dead load, pli
1.0
A
66.50
in A 2
CF
1.00
fb (W *L A 2 / 8) * c / 1 254 psi
OK
S
105.29
in A 3
Ch
1.67
1
500
in A 4
C
4.75
in
E'
1.18E+07
psi
CALCULATE
lu
CI (KbE
30
0.439)
in
FbE
345206
E 1.18E+07 psi
Fc(perp)
710
psi
values for
lu / d
3.16
F*bx
2283
F,
203
psi
Black Oak
le
77
in FbE / F*b.
151.21
Fb
1367
psi
see Al
CL
1.000
Rb
3.87
CALCULATE ALLOWABLE BENDING STRESS
Fb = 1367 psi
CALCULATE ACTUAL BENDING STRESS
roof loads: tributary width
RLL
RDL
0.0
16.0
10.7
ft
psf
psf
tota 1
0.0
-0.0
0.0
pli
pli
pli
floor loads: tributary width
3.00
ft
FLL
40.0
psf
10.0
pli
FDL
3.9
psf
1.0
pli
total
11.0
pli
wall loads: tributary height
0.0
ft
WDL
7.7
psf
0.0
pli
total
0.0
pli
total uniform live load, pli
10.0
pli
total uniform dead load, pli
1.0
total uniform live load plus dead load, pli
11.0
pli
fb (W *L A 2 / 8) * c / 1 254 psi
OK
CHECK HORIZONTAL SHEAR
At mid plane loading from hallwayjoists
Fv 339 psi
v 247 lb (load from hallway'joists)
de 3.00 in
fv -56 psi (NDS eq 3.4-6) OK
At ends:
Pv 757 lb
dn 7.25 in
fv 27 psi (NDS eq 3.4-3)
1612
CHECK BEARING
CHECK DEFLECTION
L
1.00
in
Id. fGtr. 2 (mult by DIL for long term defl.)
A
7.50
inf%2
L / 360 L 1240 A
P
757
lb
ILL 0.38 0.01 OK
fc
101
psi
OK
DIL + LL 0.58 0.01 OK
B20 (longitudinal floor collector beam @ line D - LL + DL) (revision 1.)
Notes:
1 - 1311 is a collector beam with mortises @ its neutral plane.
2. leff is calculated for the resulting shape- see A2 for formula and notation.
I Shear reductions are calculated for mid plane loads per NDS 3.4.5, for compression edge notches per 3.4.4.,
and for tension edge notches per 3.4.4. 1 assume that the tenons most resemble shear plates.
4. Hallway joists house into the beam, requiring a 1/2" mortise. Thus the net width bn used
for calculations is 1/2" less than the gross width bg (bearing width is not adusted).
L
11.50
ft
C,
1.00
Calculate leff:
0.0
ft
L
138
in
Cd
1.00
m
3.5
in (notch height)
0.0
pli
bg
7.5
in
CM
1.00
n
3
in (notch depth)
bn
7
in
Ct
1.00
leffi
489
in A 3
2.8
pli
d
9.50
in
CT
1.00
wall loads: tributary height
0.0
ft
A
66.50
in A 2
CF
1.00
total
0.0
pli
S
10529
in A 3
Ch
1.67
F
2.8
1
500
in A 4
31.1
pli
lfb= (w*L A 2 / 8) * c / 1 718 psi
OK
c
4.75
in
El.
1.18E+07
psi
CALCULATE
lu
CI (KbE
30
0.439)
in
FbE
345206
E 1.18E+07 psi
Fc(perp)
710
psi
values for
IU/d
3.16
F*bx
2283
F,
203
psi
Black Oak
1,
77
in FbE / F*b.
151.21
Fb
1367
psi
Pee Al
CL
1.000
Rb
3.87
CALCULATE ALLOWABLE BENDING
STRESS
Fb = 1367 psi
CALCULATE ACTUAL BENDING STRESS
roof loads: tributary width
0.0
ft
RLL
16.0
psf
0.0
pli
RDL
10.7
psf
0.0
pli
total
0.0
pli
floor loads: tributary width
8.50
ft
FLL
40.0
psf
28.3
pli
FDL
3.9
psf
2.8
pli
total
31.1
p . li
wall loads: tributary height
0.0
ft
WDL
7.7
psf
0.0
pli
total
0.0
pli
total uniform live load, pli
28.3
pli
total uniform dead load, pli
2.8
total uniform live load plus dead load, pli
31.1
pli
lfb= (w*L A 2 / 8) * c / 1 718 psi
OK
3 5-,
CHECK HORIZONTAL SHEAR
At mid plane loading from hallway joists
F'v
339
psi
v
247
lb
de
3.00
in
fv
56
psi
At ends:
Pv
2146
lb
dn
7.25
in
fv
78
psi
CHECK BEARING
L
A
P
fc
(load from hallway joists)
(NDS eq 3.4-6) OK
(NDS eq 3.4-3)
1.00 in
7.50 in A 2
2146 lb
286 psi
Al V
CHECK
Id. fctr.
LL
OK DL + LL
Z3 6
)EFLECTION
2 (Mult by DL for long term defl.)
L / 360 L 240 A
0.38 0.02 OK
0.58 0.03 OK
.1
B21 (collector beam for two stair horses) (revision 1)
FDL + FLL
L
7.00
ft
C,
1.00
L
84
in
C',
1.00
b
7.5b
in
CM
1.00
d
9.50
in
Ct
1.00
A
71.25
in'12
CT
1.00
S
112.81,
in^3
CF
1.00
1
536
in A 4
Ch
1.67
E'
1. 1 8E+07
psi
E 1.18E+07 psi
42 in
Fc(perp)
710
psi
values for
F,
203
psi
Black Oak
Fb
1367
psi
see Al
CALCULATE ALLOWABLE BENDING STRESS
Fb = 1367 psi
CALCULATE CI (KbE = 0.439)
lu
42 in
FbE
316339
lU/d
4.42
in
F*bx
2283
1,�
97 in
in A 2
FIIE / F'bx
138.57
CL
1.00
Rb
4.05
CALCULATE ACTUAL BENDING STRESS
P = 3.5' * 3'* (100 Psf + 20 psf) 1440 lb (from stair horses)
Mmax 30240 in*lb (= P * L / 4)
fb = Mmax / S 268 psi OK
CHECK HORIZONTAL SHEAR
PV 720 lb
Fv 339 psi
fV - 15 psi OK
CHECK BEARING
CHECK DEFLECTION
L
3.00
in
Id. fctr. 1 (mult by DL for long term defl.)
A
2.2.50
in A 2
L / 360 L / 240 A
P 720 Ib
32
psi
OK
DL + LL 0.35 0.00 OK
3 -;Z-
'1111111 BC CALM 2003 DESIGN REPORT - US Tuesday, August 10, 2004 15:10
BMISE,
Single 117/8" BCI@ 600-2.1 DF FileNarne: 19 foot floor beams.BCC : J01
Job Name: Description:
Address: Specifier:
City, State, Zip:, Designer:
Customer: Company:
Code reports: ICBO 4665, NER 446 Misc:
Standard Load - 40 psf 112 psf OC Spacing 16"
BO, 1-3/4"
507 lbs LL
152 lbs DL
Total Horizontal Length - 19-00-00
B1, 1-3/4'
507 lbs LL
152 lbs DL
General Data
Load Summary
Version: US Imperial
ID Description Load Type Ref. Start End Type
Value OCS Dur.
S Standard Load Unf. Area Left 00-00-00 19-00-00 Live
40 psf 16' 100%
Member Type: Joist
Dead
12 psf 16" 90%
Number of Spans: I
Left Cantilever. No
Controls Summary
Right Cantilever: No
Control Type Value % Allowable Duration
Load Case Span Location
I
Slope: 0/12
Moment 3129 ft -lbs 58.0% 100%
2 1 - Internal
OC Spacing: 16"
Neg. Moment 0 ft -lbs n/a 100%
Repetitive: Yes
End Reaction 659lbs 561% 100%
2 1 -Left
Construction Type: Glued
Total Load Defl. U 48.0%
_��456")
2 1
Live Load Defl. U _(0.35fT 73.9%
2 1
Live Load: 40 psf
Max Defl. 0.4,')t5- 45.6%
Span / Depth 19.2 n/a
2 1
1
Dead Load: 12 psf
Partibon Load: 0 psf
Notes
Duration: 100
Design meets Code minimurn (L/240) Total load deflection criteria.
Disclosure
Design meets User specified (L1480) Live load deflection criteria.
The completeness and accuracy of
Design meets arbitrary (1 ") Maximum load deflection criteria.
the input must be verified by anyone
Minimum bearing length for 80 is 1-3/4".
v6fio vvould rely on the output as
Minimum bearing length for B1 is 1-3/4".
evidence of suitability for a
Entered/Displayed Horizontal Span Length(s) Clear Span + 1/2 min. end bearing
+ 1/2 intermediate bearing
particular application. The output
above is based upon building
code-acoepted design properties
and analysis methods. Installation
of BOISE engineered wood
products m ust be in accordance
vvith the current Installation Guide
and the applicable building codes.
To obtain an Installation Guide or if
you have any questions, please call
(800)232-0788 before beginning
product installation.
BC CALC0, BC FRAMEROD, BC19),
BC RIM BOARDT- , BC OSB RIM
BOARDIm, BOISE GLULAMTM'
VERSA-LAMO, VERSA -RIM@,
VERSA -RIM PLUSO,
VERSA -STRAND TM,
VERSA -STUDS, ALLJOISTO and
AJS'rm are trademarks of
Boise Cascade Corporation.
Page 1 of 1 -3
3c
Gibson 12'span floor joists
TJ-SearnUM) 6.11b SwW 14umber. 7003M4694 1 1/2" x 7 1/4" 1.6E Solid Sawn Douglas Fir #2 @ 16" o1c
User., 2 4/29/2004 1:09:59 PM
Pagel Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Product Diagram is Conceptual.
LOADS:
F_
Analysis is toy a Joist Member.
Location
Primary Load Group - Residential - Living Areas (pso: 40.0 Live at 100 % duration, 12.0 Dead
SUPPORTS:
689 Passed (51 %)
Input Bearing
Vertical Reactions (Ibs) Detail Other
n2
' LivelDead/U . plift/Total
1 Stud wall 3.50" 3.50" *
320 / 96 /0 /416 By Others None
2 Studwall 3.5U' 3.59'
320196101416 By Others None
12'
Total Load Defl (in)
Product Diagram is Conceptual.
LOADS:
Maximum Design
Analysis is toy a Joist Member.
Location
Primary Load Group - Residential - Living Areas (pso: 40.0 Live at 100 % duration, 12.0 Dead
SUPPORTS:
689 Passed (51 %)
Input Bearing
Vertical Reactions (Ibs) Detail Other
Width Length
' LivelDead/U . plift/Total
1 Stud wall 3.50" 3.50" *
320 / 96 /0 /416 By Others None
2 Studwall 3.5U' 3.59'
320196101416 By Others None
DESIGN CONTROLS:
-Deflection Criteria: STAN DAR D(LL: L/360,TL:U240). w-
-Allowable moment W;�$ increased for repetitive member usage.
-Bracing(Lu): AJI compression edges (top and bottom) must be braced at 78" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
-The allowable shear stress �Fv) has not been increased due to the Wentiat of sp(ks, checks and shakes. See NOS for applicability of increase.
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed 6y Trus Joist JJ). TJ warrants the sizing of its products by this software will be
accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and
stated dimensions have been provided by the software.user. This output has not been reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
-Solid sawn lumber analysis is in accordance with 1997 NDS methodology and is solely presented for comparison purposes. Program limitations and
assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn
lumber materials.
-Allowable Stress Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above.
PROJECT INFORMATION:
OPERATOR INFORMATION:
Paul Krohn
Paul Krohn
305 Wall Street
Chico, CA 95928
Phone: (530) 894-1165
Fax :(530) 891-4826
pkrohn@chiGo.com
Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business
C:\Documents and Settings\ Paul\My Documents\ Gibson structural\miscelaneous\TJI floor joists.sms
Maximum Design
Control Control
Location
Shear (lbs)
402 -354
689 Passed (51 %)
Rt. end Span 1 under Floor loading
Moment (Ft -Lbs)
1163 1163
1322 Passed (88%)_
MID Span 1 under Floor loading
Live Load Defi (in)
0.283
0.386 Pas§Ed (1341,90'1
MID Span 1 under Floor loading
Total Load Defl (in)
0.368
0.579 1 Passed (L/377]F
MID Span 1 under Floor loading
-Deflection Criteria: STAN DAR D(LL: L/360,TL:U240). w-
-Allowable moment W;�$ increased for repetitive member usage.
-Bracing(Lu): AJI compression edges (top and bottom) must be braced at 78" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
-The allowable shear stress �Fv) has not been increased due to the Wentiat of sp(ks, checks and shakes. See NOS for applicability of increase.
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed 6y Trus Joist JJ). TJ warrants the sizing of its products by this software will be
accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and
stated dimensions have been provided by the software.user. This output has not been reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
-Solid sawn lumber analysis is in accordance with 1997 NDS methodology and is solely presented for comparison purposes. Program limitations and
assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn
lumber materials.
-Allowable Stress Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above.
PROJECT INFORMATION:
OPERATOR INFORMATION:
Paul Krohn
Paul Krohn
305 Wall Street
Chico, CA 95928
Phone: (530) 894-1165
Fax :(530) 891-4826
pkrohn@chiGo.com
Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business
C:\Documents and Settings\ Paul\My Documents\ Gibson structural\miscelaneous\TJI floor joists.sms
C0 Gibson 12'span floorjoists
acuser Busims -1/2" x 7 1/4" 1.6E Solid Sawn Douglas Fir #2 @ 16" o/c
TJ -Beam 70OW04694
User 2 4rZg/2004 1:09:59 PM
Page 2 Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
.1 t
PROJECT INFORMATION: OPERATOR INFORMATION:
Paul Krohn
Paul Krohn
305 Wall Street
Chico, CA 95928
Phone: (530) 894-1165
Fax :(530)891-4826
pkrohn@chico.com
Copyright Q 2003 by Trus Joist, a Weyerhaeuser Business
�:\Documents and Settings\Paul\My Documents\Gibson structural\miscelaneous\TJI floor joists.sms
LY 0
A
11' 7.00"
Max. Vertical Reaction Total
(lbs) 416
416
Max. Vertical Reaction Live
(lbs) 320
320
Required Bearing Length in
1.50(W)
1.50(W)
Max. Unbraced Length (in)
32
Loading on all spans, LDF = 0.90 ,
1.0 Dead
Design Shear (lbs)
82 -82
Max Shear (lbs)
93 -93
Member Reaction (lbs)
93
93
Support Reaction (lbs)
96,
96
Moment (Ft -Lbs)
. .
268
Loading on all spans, LDF
1.00 1.0
Dead + 1.0 Floor
Design Shear (lbs)
354 -354
Max Shear (lbs)
402 -402
Member Reaction (lbs)
402
402
Support Reaction (lbs)
416
416
Moment (Ft -Lbs)
1163
Live Deflection (in)
0.283
Total Deflection (in)
0.36!B
.1 t
PROJECT INFORMATION: OPERATOR INFORMATION:
Paul Krohn
Paul Krohn
305 Wall Street
Chico, CA 95928
Phone: (530) 894-1165
Fax :(530)891-4826
pkrohn@chico.com
Copyright Q 2003 by Trus Joist, a Weyerhaeuser Business
�:\Documents and Settings\Paul\My Documents\Gibson structural\miscelaneous\TJI floor joists.sms
LY 0
CALCULATE OUT OF PLANE UNIT SEISMIC LOAD TO COLUMN- ROOF LEVEL
Lt ), -
PER CBC 1633.2.8.1 & 1632 -- - --------------
Wp
20
psf (wall dead load)
trib width
13.5
ft
1p
1.00
Ca
0.36
RID
3.00
ap
1.50
wood factor
0.85
(1633.2.8.1.5)
hX
18.00
ft
hr
18.00
ft
Fp
12.24
psf GOVERNS
F min
p
4.28
psf
Fp max
24.48
psf
design force Fp 1.4
8.74
psf
unit load
plf
Lt ), -
CALCULATE OUT OF PLANE POINT SEISMIC LOAD TO COLUMN- SECOND FLOOR
design force Fp / 1.4
point load
2.19 psf
r-472 lb
L -t3
PER CBC 1633.2.8.1 & 1632
WP
8
psf
(see page 2 original calcs)
trib width
13.5
ft
trib depth
16
ft
(middle columns assumed not to contribute)
IP
1.00
Ca
0.36
RP
3.00
ap
1.50
wood factor
0.85
(1633.2.8.1.5)
h,
9.00
ft
(second floor height)
hr
18.00
ft
Fp
3.06
psf
GOVERNS
FP min
1.71
psf
Fp.max
9.79'
psf
design force Fp / 1.4
point load
2.19 psf
r-472 lb
L -t3
CALCULATE OUT OF PLANE UNIT SEISMIC LOAD TO COLUMN- FLOOR LEVEL
design force = Fp / 1.4
unit load
3.06 psf
41 plf
L-4 Lr
PER CBC 1633.2.8.1
& 1632
Wp
20
psf
(wall dead load)
trib width
13.5
ft
IP
1.00
Ca
0.36
Rp
3.00
ap
1.50
wood factor
0.85
(1633.2.8.1.5)
hx
0.00
ft
hr
18.00
ft
Fp
3.06
psf
Fp min
4.28
psf
GOVERNS
Fp max
24.48
psf
design force = Fp / 1.4
unit load
3.06 psf
41 plf
L-4 Lr
�\3 x
Loads: BLC 1, lateral
Paul Krohn
Paul Krohn
-.041
M11151,41701
F ---
MODEL OF SEISMIC LOADING TO,EXTERIOR COLUMN
Sept 24, 2004 at 9:27 AM
untitled.r3d
Beam: MODEL COLUMN
Shape:
Material: GENERAL
Length: 18 ft
I Joint: N1
J Joint: N2
LC 1: lateral
Code Check: 0.000 (bending)
Report Based On 97 Sections
Dy
Dz
in
. \2
Min: 0 at 9.188 ft
in
A
M,: 836 a Iftl
Vy lb
lb
Mn: -1067a 8ft
Vz lb
T Ib
viz
1 Mz Ib -fl
CMinw: -5343.75 at 9 ft
-fl
My lb-fi
fa. ksi
fc
ksi
ft ksi
It 6
(92—
loe CU
a
N
C, S e-
18'column
19- au ev-
CALC UNIFORM LOADING
Wthbutary 0 ft
P 0 psf
w 0.00 plf
w 0.00 pli
Mmax
le
S
A=
fc=
FcE=
F*C=
El=
FbE/F*b=
FcE/F*c=
CP=
Cj=
fb=
Rb=
FbE=
F * b =
F I b=
0
216
72.25
51
50.03
743
1250
1.60E+06
9.16
0.595
0.497
1.00
0.00
7.14
13741.18
1500.00.
1500
in*lbs
in
in A 3
in A 2
psi
psi
psi
Ke
KbE
c
KcE
Cr
CF
CF
Cd
Cm
Ct
CT
C,
1 1 for pinned ends)
0.438 .438 for visually graded lumber)
0.8 .8 for sawn lumber)
0.3 .3 for visually graded lumber)
1.00
1.00 (for Fb)
1.00 (for Fj
1.25 (live roof)
1 (dry condition)
1 (normal temperature)
1 (default value)
1 (compression face continuously supported)
CHECK COLUMN- BEAM INTERACTION
f
_)2 f
+ b <1?
F'c f Pb
c )
FcE
M;
= 1 0. OK
CALCULATE RESULTS
fc 50 psi
F I C= 621 psi
OK
0
r
L
18
ft -
L
216
in
b
6
in
d
8.5
in3
P
2552
lbs
13.5'*
T* (11 + 16) psf)
VALUES FOR DF # 1
P & T
Fb 1200
psi
FC
1000
psi
E
1.60E+06
psi
CALC UNIFORM LOADING
Wthbutary 0 ft
P 0 psf
w 0.00 plf
w 0.00 pli
Mmax
le
S
A=
fc=
FcE=
F*C=
El=
FbE/F*b=
FcE/F*c=
CP=
Cj=
fb=
Rb=
FbE=
F * b =
F I b=
0
216
72.25
51
50.03
743
1250
1.60E+06
9.16
0.595
0.497
1.00
0.00
7.14
13741.18
1500.00.
1500
in*lbs
in
in A 3
in A 2
psi
psi
psi
Ke
KbE
c
KcE
Cr
CF
CF
Cd
Cm
Ct
CT
C,
1 1 for pinned ends)
0.438 .438 for visually graded lumber)
0.8 .8 for sawn lumber)
0.3 .3 for visually graded lumber)
1.00
1.00 (for Fb)
1.00 (for Fj
1.25 (live roof)
1 (dry condition)
1 (normal temperature)
1 (default value)
1 (compression face continuously supported)
CHECK COLUMN- BEAM INTERACTION
f
_)2 f
+ b <1?
F'c f Pb
c )
FcE
M;
= 1 0. OK
CALCULATE RESULTS
fc 50 psi
F I C= 621 psi
OK
0
18'column
1
eqn 12-9: D + E/1.4
L 18
ft
L 216
in
b 6.0
in
d 8.5
in
P 1040
lbs
(=13.5'*7'*ll psf)
0
VALUES FOR DF # 1
P & T
Fb 1200
CF
psi
Fc 1000
psi
E 1.60E+06
psi
Kributary
P
w
w
Mmax
Mmax
le
S
A=
fc=
FcE=
F*C=
E'=
FbE/F*b=
FcE/F*c=
CP=
C,=
fb
Rb=
FbE=
F * b
F I b =
013
Ke
1
1 for pinned ends)
KbE
0.438
.438 for visually graded lumber)
c
0.8
.8 for sawn lumber)
KcE
0.3
.3 for visually graded lumber)
Cr
1
0
CF
1
(for Fb)
CF
1
(for Fc)
Cd
1.6
(seismic)
Cm
1
(dry condition)
Ct
1
(normal temperature)
CT
1
(default value)
C,
1
(compression face continuou�sly supported)
CALC UNIFORM LOADING (SEISMIC)
NA ft
NA psf
NA plf
—NA, pli
5,343.7
216
72.25
51
20.38
743
1600
1.60E+06
7.16
0.465
0.408
1.00 H
887.54
1 7.14 1
)t -lb
in*Ibs PQ :5
in
i n A 3
i n A 2 CHECK COLUMN- BEAM INTERACTION
psi
f
+ b <1?
psi F'c K 0.48 —Y OK
F'b
c_)
cE
13741.18
1920.00
1920 psi
CALCULATE RESULTS
fc psi
F1 C= [:]6K53 ] psi
HE
OK
18'column
NA
eqn 12-11:
D + 0.75 * (Lr + E)
L
18
ft
L
216
- in
b
6.0
in
d
8.5
in
P
2174
lbs
13.5' *
7' * (11 + 0.75 * 16) psD
VALUES FOR DF # 1
P & T
Fb 1200 psi
FC
1000
psi
E
1.60E+06
psi
Kributary
P
w
w
Mmax
Mmax
le
S
A=
fc=
FcE=
F*C=
E'=
FbE/F*b=
FcE/F*c=
CP=
Cj=
fb =
Rb=
FbE=
F * b
F I b =
Ke
KbE
c
KcE
Cr
CF
CF
Cd
Cm
Ct
CT
C,
.�AALC UNIFORM LOADING (SEISMIC)
NA
ft
NA
psf
NA
plf
NA
pli
4,007.81 ft -lb 0.75 * Mmax)
48,094 in*lbs
216 in
72.25 in A 3
1 1 for pinned ends)
0.438 .438 for visually graded lumber)
0.8 .8 for sawn lumber)
0.3 .3 for visually graded lumber)
1 0
1 (for Fb)
1 (for Fj
1.6 (seismic)
1 (dry condition)
1 (normal temperature)
1 (default value)
1 (compression face continuously supported)
Ps q!!�-
51 in A 2 CHECK COLUMN- BEAM INTERACTION
42.62 psi
743
1600 f )2 f
+ b < I?
1.60E+06 psi Pc Pb
c
7.16 FcE
0.465
0.408
1.00
665.66 CALCULATE RE ULTS
7.14 fc psi
13741.18 F'C= lilpsi
1920.00
1920 psi
IS -0
0
= 1 0.37 j OK
C in
CALC UNIFORM LOADING (WIND)
Wtributary 0 ft
P 0 psf
w 0.00 plf
w 0.00 pli
Mmax
le
S
A=
fc=
FcE=
F*C=
E1=
FbE/F*b=
FcE/F*c=
CP=
Cj=
fb =
Rb=
FbE=
F * b
F I b =
0
216
72.25
51
50.03
743
1000
1.60E+06
11.45
0.743
0.582
1.00
0.00
in*lbs
in
in A 3
in A 2
psi
Ke
KbE
c
KcE
Cr
CF
CF
Cd
Cm
Ct
CT
C,
I-V �Va
1 1 for pinned ends)
0.438 .438 for visually graded lumber)
0.8 .8 for sawn lumber)
0.3 .3 for visually graded lumber)
1.00
1.00 (for Fb)
1.00 (for Fj
1
1 (dry condition)
1 (normal temperature)
1 (default value)
1 (compression face continuously supported)
CHECK COLUMN- BEAM INTERACTION
(_L)2
+ fb < I?
psi Pc f F'b
c )
FcE
7.14
13741.18
1200.00
1200 psi
5- t
0��
= 1 0.01 1 OK
CALCULATE RESULTS
fc psi
Ff C= psi
OK
18'column
eqn 12-8: D + Lr
L 18
ft
L 216
in
b 6
in
d 8.5
in
P 2552
lbs
13.5' * 7' (11 + 16) psf)
VALUES FOR DF # 1
P & T
Fb 1200 psi
FC 1000
psi
E 1.60E+06
psi
C in
CALC UNIFORM LOADING (WIND)
Wtributary 0 ft
P 0 psf
w 0.00 plf
w 0.00 pli
Mmax
le
S
A=
fc=
FcE=
F*C=
E1=
FbE/F*b=
FcE/F*c=
CP=
Cj=
fb =
Rb=
FbE=
F * b
F I b =
0
216
72.25
51
50.03
743
1000
1.60E+06
11.45
0.743
0.582
1.00
0.00
in*lbs
in
in A 3
in A 2
psi
Ke
KbE
c
KcE
Cr
CF
CF
Cd
Cm
Ct
CT
C,
I-V �Va
1 1 for pinned ends)
0.438 .438 for visually graded lumber)
0.8 .8 for sawn lumber)
0.3 .3 for visually graded lumber)
1.00
1.00 (for Fb)
1.00 (for Fj
1
1 (dry condition)
1 (normal temperature)
1 (default value)
1 (compression face continuously supported)
CHECK COLUMN- BEAM INTERACTION
(_L)2
+ fb < I?
psi Pc f F'b
c )
FcE
7.14
13741.18
1200.00
1200 psi
5- t
0��
= 1 0.01 1 OK
CALCULATE RESULTS
fc psi
Ff C= psi
OK
Ke
KbE
C
KcE
Cr
CF
CF
Cd
Cm
Ct
CT
C,
CALC UNIFORM LOADING (WIND)
Wtributary 13.5 ft I
P 5.87 PSf 0.75 * 14.6 psf * 0.8
w 79.23 plf
w 6.60 pli I
Mmax
le
S
A=
fc=
FcE=
F*C
El=
FbE/F*b=
FcE/F*c=
CP=
C,=
fb = ,
Rb=
FbE=
F * b
F I b =
38,508
216
72.25
51
42.62
743
1600
1.60E+06
7.16
0.465
0.408
1.00
532.98
7.14
13741.18
1920.00
j 1920
in*lbs
in
in A 3
in A 2
psi
psi
:)Si
1
0.438
0.8
0.3
1
1
1
1.6
1
1
1
1
-0.67)
1 for pinned ends)
.438 for visually graded lumber)
.8 for sawn lumber)
.3 for visually graded lumber)
0
(for Fb)-
(for Fj
(wind)
(dry condition)
(normal temperature)
(default value)
(compression face continuously supported)
CHECK COLUMN- BEAM INTERACTION
_L
+ fb <1?
Pc f Fb
c )
FE
CAL CULA TE RESULTS
fc psi OK
F'C= Wpsi
= 1 0.30--1 OK
18 column
eqn 12-11:
D + 0.75 (Lr + W)
L
18 ft
L
216 in
b
6.0 in
d
8.5 in
P
2174 lbs
13.5' *
7' * (11 + 0. 75 * 16) ps�
VALUES FOR DF # 1 P & T
Fb 1200 psi
FC
1000 psi
E
1.60E+06 psi
Ke
KbE
C
KcE
Cr
CF
CF
Cd
Cm
Ct
CT
C,
CALC UNIFORM LOADING (WIND)
Wtributary 13.5 ft I
P 5.87 PSf 0.75 * 14.6 psf * 0.8
w 79.23 plf
w 6.60 pli I
Mmax
le
S
A=
fc=
FcE=
F*C
El=
FbE/F*b=
FcE/F*c=
CP=
C,=
fb = ,
Rb=
FbE=
F * b
F I b =
38,508
216
72.25
51
42.62
743
1600
1.60E+06
7.16
0.465
0.408
1.00
532.98
7.14
13741.18
1920.00
j 1920
in*lbs
in
in A 3
in A 2
psi
psi
:)Si
1
0.438
0.8
0.3
1
1
1
1.6
1
1
1
1
-0.67)
1 for pinned ends)
.438 for visually graded lumber)
.8 for sawn lumber)
.3 for visually graded lumber)
0
(for Fb)-
(for Fj
(wind)
(dry condition)
(normal temperature)
(default value)
(compression face continuously supported)
CHECK COLUMN- BEAM INTERACTION
_L
+ fb <1?
Pc f Fb
c )
FE
CAL CULA TE RESULTS
fc psi OK
F'C= Wpsi
= 1 0.30--1 OK
18'column
eqn 12-9: D + W
L 18
ft
L 216
in
b 6.0
in
d 8.5
in
P 1040
lbs
13.5' * T* 11 psf)
VALUES FOR DF # 1 P & T
Fb 1200 psi
FC 1000
psi
E 1.60E+06
psi
Ke
KbE
c
KcE
C,
CF
CF
Cd
Cm
Ct
CT
C,
CALC UNIFORM LOADING (WIND)
Wtributary 13.5 ft I
P 7.83 PSf 14.6 psf * 0.8 * 0.6.
w 105.65 plf
w 8.80 pli I
Mmax
le
S
A=
fc=
FcE=
F*C=
E'=
FbE/F*b=
FcE/F*c=
CP=
Cj=
fb =
Rb=
FbE=
F* b =
F I b=
51,344
216
72.25
51
20.38
743
1600
1.60E+06
7.16
0.465
0.408
1.00
710.64
7.14
13741.18
1920.00
1920
in*lbs
in
in A 3
in A 2
psi
psi
psi
U -7:1Y,
1 1 for pinned ends)
0.438 .438 for visually graded lumber)
0.8 .8 for sawn lumber)
0.3 .3 for visually graded lumber)
1 0
1 (for Fb)
1 (for Fj
1.6 (wind)
1 (dry condition)
1 (normal temperature)
1 (default value)
1 (compression face continuously supported)
CHECK COLUMN- BEAM INTERACTION
+ fb < I?
Pc f Pb
c
F�,E
CALCULATE RESULTS
fc psi
F1 C= Wpsi
1
5�
OK
0.38 j OK
F -
co
Of
2T-5 1
23'-6 1/2"-
16-9" TYP BOTH SIDES
B8 @
30-1/8" OC
B8 @
--30.17pll OC
\1137
14.
t_\IB81@
0-\\1 81, Oc
tlyej
LX —136
rc 2 :5
CF)
T-
1 4— B8
29-9/
�BE
WA
10c-4 �(j
C, (3 C
28
Jrb.-,
,j
Ac,
10c-4 �(j
C, (3 C
CALCULATE CAPACITY OF CONNECTION SHOWN AS DETAIL 8 OF SHEET 9
2813
lb
per 8.3 of 1997 NDS
note: Conservative
to calculate
tension for one dowel only -
Re
1.3
eqn 8.3-4
tM
1.5
in,
ts
4
in
Fem
7500
psi for Black Oak (Red Oak SpeciesCombination)
Fes
5600
psi for Douglas Fir
Fyb
1150
psi for Black Oak (Red Oak Species Combination)
D
1
in
K�
1
(loads parallel to.grain)
k3
0.875
eqn 8.3-1
2813
lb
eqn 8.3-2
11200
-lb
eqn 8.3-3
- 4912
lb
eqn 8.3-4
.980
lb governs
Tall = 1.6 * 980 lb
lb
((o 6 -e
(Cd = 1.6 for seismic)
MECHANICAL PROPERTIES OF AMERICAN ELM & BLACK OAK (rev 1)
notes:
1. Values are from the Wood Handbook, USDA Forrest Service, 1999 pg 4-9 & 4-10 (see A-4 & A-5).
2. All wood is assumed to be green.
3. Note that these values are maximum and intended for use with a factor of safety; thus R / FS Fb-
4. E a nd Fc (p,,p) are not adusted.
Factor of safety 6
American Elm
Specific Modulus Modulus Shear Compression
gravity of rupture of elasticity par. to grain perp. to grain
G R, psi E, psi Fv, psi Fc (perp), Psi
as listed 0.46 7200 1.10E+06 1000 360
with FS 1200 167
Black Oak
Aj-
Shear
Specific
Modulus
Modulus
F,, psi
gravity
of rupture
of elasticity
203
G
R, psi
E, psi
as listed
0.56 8200 1.18E+06
1367
with FS
Aj-
Shear
Compression
par. to grain
perp. to grain
F,, psi
Fc (Pep), Psi
1220
710
203
--I-
DESIGN HOLD DOWN BOLT FOR LINES A & D
BOLTS # BOLTS
1
FOOTING SIZE WIDTH 24 IN
DIA.
1.25
in
EMBED.'
12
in
DEPTH 16 IN
f.t
6000 0
psi
dia for AP 2
24
in
distance from edge
12
in
CONCRETE fo 2500 PSI
1. emoeament lengt1i in tooting
2. diameter = 2 * embedment distance
3. radius of AP
VERTICAL
FORCES LOAD CASES CONSIDERED
W 15 KIPS 0.9*D+1.43*S
MAXIMUM UPLIFT
W/O SPECIAL INSPECTION
CALCULATE DESIGN STRENGTH IN TENSION
�P,= 4 X * A,* SQRT(f,) kips GOVERNS
WHERE:
0.65
fc 2500 psi
Ap=(n/4)*l 8A2 452 in A 2
Ps.=0.9*Ab*f.t 66 kips
WHERE:
Ab=(dia / 2)A 2 *pi 1.23 in A 2
f.t= 60,000 psi
A'- 3
21.5 KIPS
21.5 KIPS
KIPS
Table 4-3b. Strength properties of some commercially important woods grown in the United States (inch-pound)a--con.
4-10
M
Static bending
Com-
Com-
pression
Shear
Tension
Modulus
Modulus
Work to
pression
perpen-
parallel
perpen-
Side
of
of
maximum
Impact
parallel
dicular
to
dicular
hard -
Common species
Moisture
Specific
rupture
elasticityc
load
bending
to grain
to grain
grain
to grain
ness
names
content
gra Vityb
(Ibf/in 2)
(xl 06 Ibf/in 2)
(in-lbf/in 3)
(in.)
(lbf/in 2)
(Ibf/in 2)
(Ibf/in 2)
(Ibf/in)
(IbQ
Hickory, pecan
Bitternut
Green
0:60
10,300
1.40
20.0
66
4,570
800
1,240
12%
0.66
17,100
1.79
18.2
66
9,040
1,680
-
Nutmeg
Green
0.56
9,100
1.29
22.8
54
3,980
760
1,030
12%
0.60
16,600
1.70
25.1
-
6,910
1,570
-
Pecan
Green
0.60
9,800
1.37
14.6
53
3,990
780
.1,480
680
1,310
12%
0.66
13,700
1.73
13.8
44
7,850
1,720
2,080
-
1,820
Water
Green
0.61
10,700
1.56
18.8
56
4,660
880
1,440
-
-
12%
0.62
17,800
2.02
19.3
53
8,600
1,550
-
-
-
Hickory, true
Mockernut
Green
0.64
11,100
1.57,
26.1
88
4,480
810
1,280
-
-
12%
0.72
19,200
2.22
22.6
77
8,940
1,730
1,740
-
-
Pignut
Green
0.66
11,700
1.65
31.7
89
4,810
920
1,370
-
-
12%
0.75
20,100
2.26
30.4
74
9,190
1,980
2,150
-
-
Shagbark
Green
0.64
11,000
1.57
23.7
74
4,580
840
1,520
-
-
12%
0.72
20,200
2.16
25.8
67
9,210
1,760
2,430
-
-
Shellbark
Green
0.62
10,500
1.34
29.9
104
3,920
810
1,190
-
-
12%
0.69
18,100
1.89
23.6
88
8,000
1,800
2,110
-
-
Honeylocust
Green
0.60
10,200
1.29
12.6
47
4,420
1,150
1,660
930
1,390
12%
-
14,700
1.63
13.3
47
7,500
1,840
2,250
900
1,580
Locust, black
Green
0.66
13,800
1.85
15.4
44
6,800
1,160
1,760
770
1,570
12%
0.69
19,400
2.05
18.4
57
10,180'
1,830
2,480
640
1,700
Magnolia
Cucumbertree
Green
0.44
7,400
1.56
10.0
30
3,140
330
990
440
520
12%
0.48
12,300
1.82
12.2
35
6,310
570
1,340
660
70011
Southern
Green
0.46
6,800
1.11
15.4
54
2,700
460
1,040
610
7401
12%
0.50
11,200
1.40
12.8
29
5,460
860
1,530
740
1,020
Maple
1
Bigleaf
Green
0.44
7,400
1.10
8.7
23
3,240
450
1,110
600
6201
12%
0.48
10,700
1.45
7.8
28
5,950
750
1,730
540
850
Black
Green
0.52
7,900
1.33
12.8
48
3,270
600
1,130
720
84
12%
0.57
13,300
1.62
12.5
40
6,680
1,020
1,820
670
IJ80i
Red
Green
0.49
7,700
1.39
11.4
32
3,280
400
1,150
-
70D
12%
0.54
13,400
1.64
12.5
32
6,540
1,000
1,850
-
9501
Silver
Green
0.44
5,800
0.94
11.0
29
2,490
370
1,050
560
590
12%
0.47
8,900
1.14
8.3
25
5,220
740
1,480
500
700
Sugar
Green
0.56
9,400
1.55
13.3
40
4,020
640
1,460
-
97�4'
12%
0.63
15,800
1.83
16.5
39
7,830
1,470
2,330
-
1,45�,�
Oak, red
Black,
Green
0.56
1.18
12.2
40
3,470
(Q 0)
<J:�D
-
1,0601
12%
0.61
1�8,200
13,9
3,9
.64
13.7
41
6,520
930
1,910
-
124'
Cherrybark
Green
0.61
10,800
1.79
14.7
54
4,620
760
1,320
800
1:240,
12%
0.68
18,100
2.28
18.3
49
8,740
1,250
2,000
840
1 , 4801
Laurel
Green
0.56
7900
1.39
11.2
39
3,170
570
1,180
770
1 , ON$
12%
0.63
12,600
1.69
11.8-
39
6,980
1,060
1,830
790
1,210i
Northern red
Green
0.56
8300
1.35
13.2
44
3,440
610
1,210
750
1,000.�
12%
0.63
14,300
1.82
14.5
43
6,760
1,010
1,780
800
1 290'�
Pin
Green
0.58
8300
1.32
14.0
48
3,680
720
1,290
800
1 070i
12%
0.63
14000
1.73
14.8
45
6,820
1,020
2,080
1,050
1,51V
Scarlet
Green
0.60
10,400
1.48
15.0
54
4,090
830
1,410
700
1,20C
12%
0.67
17400
1.91
20.5
53
8,330
1,120
1,890
870
1,400T�
Southern red
Green
0.52
6,900
1.14
8.0
29
3,030
550
930
480
860
12%
0.59
10,900
1.49
9.4
26
6,090
870
1,390
510
1,060
4-10
M
Table 4-3b. Strength properties of some commercially important woods grown in the United States (inch -pound)"
4-9
Static bending
Com-
Com-
pression
Shear
Tension
Modulus
Modulus
Work to
pression
perpen-
parallel
perpen-
Side
Common species
Moisture
Specific
of
rupture
of maximum
elasticity' load
Impact
bending
parallel
to grain
dicular
to grain
to
grain
dicular
to grain
hard -
ness
names
content
graVityb
(Ibf/in 2)
(Xj 06 Ibf/in2)
(in-lbf/in 3)
(i n.)
(Ibf/in2)
(Ibf/in 2)
Obf/in 2)
(lbf/in 2)
(Ibf)
Hardwoods
Alder, red
Green
0.37
6,500
1.17
8.0
22
2,960
250
770
390
440
12%
0.41..
9,800
1.38
8.4
20
5,820
440
1,080
420
590
Ash
Black
Green
0.45
6,000
1.04
12.1
33
2,300
350
860
490
520
12%
0.49
12,600
.1.60
14.9
35
5,970
760
1,570
700
850
Blue
Green
0.53
9,600
1.24
14.7
-
4,180
810
1,540
-
-
12%
0.58
13,800
1.40
14.4
-
6,980
1,420
2,030
-
-
Green
Green
0.53
9,500
1.40
11.8
35
4,200
730
1,260
590
870
12%
0.56
14,100
1.66
13.4
32
7,d8O
1,310
1,910
700
1,200
Oregon
Green
0.50
7,600
1.13
12.2
39
3,510
530
1,190
590
790
1�%
0.55
12,700
1.36
14.4
33
6,040
1,250
1,790
720
1,160
White
Green
0.55
9,500
-1.44
15.7
38
3,990
670
1,350
5'90
960
12%
0.60
15,000
1.74
16.6
43
7,410
1,160
1,910
940
1,320
Aspen
Bigtooth
Green
0.36
5,400
1.12
5.7
-
2,500
210
730
-
-
12%
0.39
9,100
1.43
7.7
-
5,300
450
1,080
-
-
Quaking
Green
0.35
5,100
0.86
6.4
22
2,140
180
660
230
300
12%
0.38
8,400
1.18
7.6
21
4,250
370
850
260
350
Basswood, American
Green
0.32
5,000
1.04
5.3
16
2,220
170
600
280
250
12%
0.37
8,700'
1.46
7.2
16
4,730
370
990
350
410
Beech, American
Green
0.56
8,600
1138
11.9
43
3,550
540
1,290
720
850
Birch
12%
0.64
14,900
1.72
15.1
41
7,300
1,010
2,0101,010
1,300
Paper
Green
0.48
6,400
1.17
16.2
49
2,360
270
840
380
560
12%
0.55
12,300
1.59
16.0
34
5,690
600
1,210
-
910
Sweet
Green -
0.60
9,400
1.65
15.7
48
3,740
470
1,240
430
970
12%
0.65
16,900
2.17
18.0
47
8,540
1,080
2,240
950
1,470
Yellow
Grben
0.55
8,300
1.50
16.1
48
3,380
430.
1,110
430
780
12%
0.62
16,600
2.01
20.8
55
8,170
970
1,880
920
1,260
Butternut
Green
0.36
5,400
0.97
8.2
24
2,420
220
760
430
390
12%
0.38
8,100
1.18
8.2
24
5,110
460
1,170
440
490
Cherry, black
Green
0.47
8,000
1.31
12.8-
33
3,540
360
1,130
570
660
12%
0.50
12,300
1.49
11.4
29
7,110
690
1,700
560
950
Chestnut, American
Green
0.40
5,600
0.93
7.0
24
2,470
310
800
440
420
Cottonwood
12%
0.43
8,600
1.23
6.5
19
5,320
620
1,080
460
540
Balsam, poplar
Green
0.31
3,900
0.75
4.2
- .
1,690
140
500
-
-
12%
0.34
6,800
1.10
5.0
-
4,020
300
790
-
-
Black
Green
0.31
4,900
1.08
5.0
20
2,200
160
610
270
250
12%
0.35
8,500
1.27
6.7
22
4,500
300
1,040
330
350
Eastern
Green
0.37
5,300
1.01
7.3
21
2,280
200
680
410
340
12%
0.40
8,500
1.37
7.4
20
4,910
380
930
580
430
Elm'
American
Green
12%
0.46 ( 7: 2'
�00
0.50 11,800
1.11
'P4
11.8
38
2,910
(3-60)
1,000
C
590
620
13.0
39
5,520
67T
1.90)660
830
Rock
Green
0.57
9,500
1.19
19.8
54
3,780
610
1,270
-
940
12%
0.63
14,800
1.54
19.2
56
7,050
1,230
1,920
-
1,320
Slippery.
Green
0.48
8,000
1.23
15.4
47
3,320
420
1,110
640
660
12%
-0.53
13,000
1.49
16.9
45
6,360
820
1,630
530
860
Hackberry
Green
.0,49
6,500
0.95
14.5
48
2,650
400
1,070
630
700
12%
0.53
11,000
1.19
12.8
43
5,440
890
1,590
580
880
4-9
P pa, N e, 1.4
NER-633
LEGACY REPORT
Re -Issued March 1, 2004
ICC Evaluation Service, Inc. SuMeSSIR0910nal Office 0 5360 WalaTtan W Road, Whittiar, California 9OMi m (562) W_��
Regional Office m 900 Montclair Road, Suite A, Birmhgham, Alabama 35213 a (205) 599.%W
www.icc-es.org Regional Office w 4051 �Vest Flossmoor Road, Country Club Hills, Illinois 60478 n (708) 799-2305
Legacy report on the 2000 Intemational Building CodeP, the 2000 International Residential CodeO, the 2002
Accumulative Supplement to the International Codes-, the BOCA* National Building Code/1999, the 1999 Standard
Building Code and the 1997 Uniform Building Code'
DIVISION 06 — WOOD AND PLASTICS
Section 06120 — Structural Panels
PREMIER INDUSTRIES, INC.
d.b.a. PREMIER BUILDING SYSTEMS
1019 PACIFIC AVENUE, SUITE 1501
TACOMA, WASHINGTON 98402
www.pbspan Lcom
LISTEE:
Pulte Home Sciences
6600 Mount Elliot Street
Detroit, Michigan 48211
1.0 SUBJECT
Premier Structural Sandwich Panels:
1.1 Type S
1.2 Typel
1.3 Type L
2.0 PROPERTY FOR WHICH EVALUATION ISSOUGHT
2.1 Structural
2.2 Fire Resistance
3.0 DESCRIPTION
3.1 General
Premier Structural Sandwich Panels are factory assembled
sandwich panels produced at locations listed in Table 1 of
this report. The panels consist of expanded polystyrene
(EPS) cores with wood structural sheathing facings. The
panels are used as load bearing wall, roof and floor
components, and components of fire resistant rated
construction. Panels are produced in widths ranging from 4
feet (1219 mm) to 10 feet (3047 mm) and lengths ranging
from 8 feet (2438 mm) to 24 feet (7315 mm). The panels are
manufactured in a Type S, Type 1, and Type L panel
configuration shown in Figure 1, Figure 2, and Figure 3 of this
report.
3.1.1 Type S Panel: The core for the Type S panel is
recessed along the panel sides to receive nominal 4 inch
(102 mm) wide OS8 splines and recessed on the ends to
receive solid sawn dimensional lumber sized to match the
core thickness. See Figure 1, Table 2 and Table 5 of this
report.
3.1.2 Type I Panel- The Type I panel is recessed along the
panel side to receive Hoist splines and recessed on the ends
to receive nominal 2 inch (51 mm) thick solid sawn lumber
sized to match the core thickness. See Figure 2 and Table
3 of this report.
3.1.3 Type L Panel: The Type L panel is recessed along
the panel sides and ends to receive nominal 2 inch (51 mm)
thick solid sawn dimensional lumber sized to match the core
thickness. See Figure 3, Table 4 and Table 6 of this report.
3.2 Materials:
3.2.1 Core: The core material is Insulfoam Type I EPS
foam plastic with a nominal thickness of 3Y2 inches (89 mm)
to 11 1/4 inches (285 mm) and a nominal density of 1 pcf (16
kg/m3). The EPS core has flame spread rating of not more
than 75 and a smoked developed rating of not more than 450
when tested in accordance with ASTM E 84.
3.2.2 Facing: Panel facing material is "/,,, inch (11 mm) to
% inch (19 mm) thick Structural 1, Exposure 1 wood
sheathing complying with DOC PS -2.
3.2.3 Adhesive: The adhesive is Structural grade Type 11,
Class 2 laminating adhesive (APA AFG-01 specification).
3.2.4 Splines: The splines for the Type S panels are
nominal 3 inches wide by 7/", inch thick (76 by 11 mm) OSB
matehal. The splines for Type I panels are Hoists, sized in
depth to match the core thickness. The splines for Type L
panels are nominal 2 inches thick dimensional lumber sized
in depth to match the core thickness.
4.0 INSTALLATION
The manufacturer's published installation instructions titled
Premier Panel Design Manual, Premier Building Systems
Structural Panel Detail Book (03/19198), and this report shall
be strictly adhered to and copies available at all times on the
jobsite during installation.
ICC -ES legacy reports are not to be construed as representing aesthetics or an.v other attributes nntspecifical�v addressed. nor are the ' v to be construed ay
an endorsement ofthe subject ofthe report or a recommendationfor its use. There i� no �varrant,v b.v [CC Evaluation Service. [nc,, erpress or implied, as tr I
an�vfinding or other matter in this report, or av to aq.vproduct covered b.v the report. 9=0� .
Copytight @ 20D4
1+6
Page 1 of 11
Page 2 of 11
4.1 One Hour Rated Bearing Wall
(LIL Design No. U524)
1. Premier Building System composite panel consisting
of a polystyrene foamed plastic core faced on both surfaces
with mini MUM 7/1, inch (11 mm) thick oriented strand board.
Minimum 3% inch (92 mm) thick polystyrene core Premier
Industries structural panel loaded to maximum 61 percent of
the recommended axial design load.
2. Splines - Nominal 4 inch (102 mm) wide b y 7/ 16 inch
(11 mm) thick oriented strand board splines installed
between vertical joints, in pre�cut channels in the Premier
Building System. Splines secured to face in contact with
oriented strand board with and adhesive (APA AF6-01
specification) and 1 % inch (41 mm) long Type S steel screws
spaced 6 inches (152 mm) o.c. along the edges of each
adjoining face.
3. End Plates - Nominal 2 inches (51 mm) thick (width
determined by building units thickness) No. 2 Douglas Fir
lumber installed at top and bottom of building units in pre-cut
channels. End plates secured with adhesive (APA AF6-01
specification) to faces in contact with oriented strand board,
with caulk (ASTM C 834 specification) on the face in contact
with the polystyrene core, and 8d box nails space 8 inches
(203 mm) o.c. along the edge of both faces.
4. National Gypsum Co. Type FSW gypsum wallboard,
% inch (16 mm) thick, 4 feet (1219 mm) wide, applied
vertically in two layers. First layer installed with 1 % inch (41
mm) long Type S steel screws spaced 24 inches (610 mm)
o.c. vertically and 16 inches (406 mm) o.c. horizontally. First
layer vertical joints offset minimum 16 inches (406 mm) from
vertical spline joints of building units. Second layer installed
with 2 inch (51 mm) long Type S screws spaced 12 inches
(305 mm) o.c. vertically, offset 12 inches (305 mm) from first
layer screws, and 16 inches (406 mm) o.c. horizontally, offset
8 inches (203 mm) from first layer screws. Second layer
vertical joints offset minimum 16 inches (406 mm) from first
layer vertical joints. Outer layer wallboard joints covered with
joint tape and joint compound. Screw heads on outer layer
of wallboard covered with joint compound.
4.2 One Hour Rated Bearing Wall
Premier Building System Structural Panels consisting of 51/2
inches (140 mm) thick EPS core laminated between two
sheets of 7/1, inch (11 mm) OSB. The EPS core is recessed
11/2 inches (38 mm) in from the edges of the OSB facers on
the bottom and along both sides, and 3 inches along the top,
to allow for the installation of nominal 2 by 6 wood studs (No.
2 Hem -Fir minimum), bottom plate and double top plate.
Nominal 2 by 6 wood studs are installed into the recesses in
the panels. The studs are secured to the OSB with 6d
common nails space 6 inches (152 mm) o.c. Double studs
are assembled using two nominal 2 by 6 wood studs nailed
together with 16d coated sinker nails space 24 inches (610
mm) o.c. staggered along the stud length. The double studs
are installed in the recesses between adjoining panels and
secured to the OSB with 6d common nails spaced 6 inches
(152 mm) o.c. after caulking the surfaces to be in contact with
the EPS core with mastic. The single bottom plate is installed
into the recess along the bottom edge of the wall assembly
and secured to the OSB with 6d common nails spaced 6
inches (152 mm) o.c. and to each wood stud with two 16d
coated sinker nails after caulking the surfaces to be in contact
with the EPS core with mastic. The first top plate is installed
into the recess along the top of the wall assembly and
secured to each wood stud with two 16d coated sinker nails
NER-633
after caulking the surfaces to be in contact with the EPS core
wiith mastic. The second top plate is installed over the first
and secured to the OSB with 6d common nails spaced 6
inches (152 mm) o.c. and to the first top plate with 16d
coated sinker nails spaced 16 inches (406 mm) o.c.
staggered along the top plate length.
Standard Gypsum's Type SG -C, % inch (16 mm) TE
generation 3 (Type C) gypsum fire rated wallboard is installed
in a single layer onto both faces of the wall. The wallboard is
secured to the OSB panel facers with PC cupped head
drywall nails, 1 % inches (41 mm) long, spaced 8 inches (203
mm) o.c. along the wall perimeter and 12 inches (305 mm)
vertically and 16 inches (406 mm) o.c. horizontally.
The taped joints and screw heads shall be covered with joint
compound.
The maximum allowable load is 2200 plf (32 KN/m) and the
maximum allowable height is 10 feet (3048 mm).
4.3 One Hour Rated Floor/Ceiling Assembly
Panels are 7Y2 inches (191 mm) thick EPS core laminated
between two sheets of 7/,6 inch (11 mm) OSB.
Panels are connected at the field joints by inserting a 3% inch
(89 mm) wide piece of OSB into pre -routed slats in the EPS
and fastened with 11/8 inch (29 mm) long drywall screws
spaced 6 inches (152 mm) o.c.
The bottom side of the panel is clad with a base layer of %
inch (16 mm) Type X gypsum wallboard applied -with the
joints parallel to the spline joints offset by 24 inches (610 mm)
with 1% inch (32 mm) Type S drywall screws spaced 12
inches (305 mm) o.c. in rows 24 inches (610 mm) o.c. A face
layer of % inch (16 mm) Type X gypsum wallboard is applied
at right angles to the base layer with 2 inch (51 mm) Type S
drywall screws spaced 12 inches (305 mm) o.c. in rows
spaced 16 inches (406 mm) o.c.
The taped joints and screw heads shall be covered with joint
compound.
The mayimum allowable load is 40 psf (1915 Pa) and the
maximum allowable span is 12 feet (3658 mm).
5.0 IDENTIFICATION
Premier Panels shall have a stamp containing the product
name, panel type, name and address of the manufacturer,
the ICC -ES Legacy report number, and the label of
Underwriters Laboratories, Inc. (NER-QA403/AA-668).
6.0 EVIDENCE SUBMITTED
6.1 Manufacturer's descriptive literature and published
installation instructions. - ,
6.2 Test report on Transverse Load Test of Building
Panels (Type S) in accordance with ASTM E 72,
prepared by Wood Materials and Engineering
Laboratory, dated March 9, 1999, signed by Ken
Fridley.
6.3 Test report on Transverse Load Test of Building
Panels (Type L) in accordance with ASTM E 72,
prepared by Maxim Technologies, Project No. 99-
06356, dated April 6, 1999, signed by John D. Lee,
P.E.
J
Page 3 of 11 NER-633
6.4 Test report on Transverse Load Test of Building
Panels (Type L) in accordance With ASTM E 72,
prepared by Maxim Technologies, Project No. 97-
53172, dated December 20, 1997, signed by John D.
Lee, P.E.
6.5 Test report on Transverse Load Test of Building
Panels (Type I - 4 Foot Span) in accordance with
ASTM E 72, prepared by Maxim Technologies,
Project No. 98-77345, dated March 31, 1999, signed
by John D. Lee, P.E.
6.6 Test report on Transverse Load Test of Building
Panels (Type I - 8 Foot Span) in accordance with
ASTM E 72, prepared by Maxim Technologies,
Project No. 98-77345, dated March 31, 1999, signed
by John D. Lee, P.E.
6.7 Test report on Axial Load Test of Building Panels
(Type S) in accordance with ASTM E 72, prepared by
Maxim Technologies, Project No. 98-57451, dated
July 13, 1998, signed by John D. Lee, P.E.
6.8 Test report on Axial Load Test of Building Panels
(Type S) in accordance with ASTM E 72, prepared by
Maxim Technologies, Project No. 98-62962, dated
August 11, 1998, signed by John D. Lee, P.E.
6.9 Test report on Axial Load Test of Building Panels
(Type L) in accordance with ASTM E 72, prepared by
Maxim Technologies, Project No. 98-57451, dated
July 13, 1998, signed by John D. Lee, P.E.
6.110 Test report on Point Load Test of Building Panels,
prepared by Maxim Technologies, Project No. 98-
57451, dated February 17, 1998, signed by John D.
Lee, P.E.
6.11 Test report on Point Load Test of Building Panels,
prepared by Maxim Technologies, Project No. 99-
06356, dated April 6, 1999, signed by John D. Lee,
P.E.
6.12 Test report on Load Test of Header Panels, prepared
by Maxim Technologies, Project No. 98-62962, dated
August 12, 1998, signed by John D. Lee, P.E.,
6.13 Test report on Transverse/Cantilever Load Test of
Building Panels, prepared by Maxim Technologies,
Project No. 98-62962, dated August 12, 1998, signed
by John D. Lee, P.E.
6.114 Test report on Shear Tests of CF11 Screws
Manufactured by Premier Industries, prepared by
Maxim Technologies, Project No. 3018 98-67373.2,
dated August 19, 1998, signed by Steve K. Manfred
and Michael S. Karcher.
6.15 Test report on Screw -Head Pull -Through and Screw
Pull -Out testsof Premier Panel CF11 Screw, prepared
by Maxim Technologies, Project No. 3018 98-
62839.1, dated May 4, 1998, signed by Steve K.
Manfred and Chad B. Johnson.
6.16 Test report on Nail Withdrawal Tests on OSB Panels,
prepared by Maxim Technologies, Project No. 3018
98-67373.3, dated October 19, 1998, signed by
Mathew N. Botz and Michael S. Karcher.
6.17 Test report on Diaphragm Load Tests of Building
Panels, prepared byWood Materials and Engineering
Laboratory, dated August 13, 1999, by Ken Fridley.
6.18 Test report on Racking Shear Test for Premier
Building Systems, prepared by Daniel H. Brown, P.E.,
signed and sealed by Daniel H. Brown, P.E.
6.19 Test report on Racking Shear Test for Premier
Building Systems, prepared by Daniel H. Brown, P.E.
Consultant, dated September 1, 1994, signed and
sealed by Daniel H. Brown, P.E.
6.20 Test report in accordance with UL 1715, prepared by
Underwriters Laboratories Inc., File R14340, Project
91SC17238, dated February 28, 1992, by Hans
Hansen and Garrett Tom.
6.21 Test report on Building Units and Gypsum Wallboard
in a Load Bearing Wall Assembly in accordance with
ASTM E 119, prepared by Underwriters Laboratories
Inc., File R14340, Project 92NK3429, dated April 7,
1992, by Mark Izydorek, signed by Nestor G.
Sanchez.
6.22 Test report on Premier Building Panel Wall Assembly
in accordance with ASTM E 119, prepared by Omega
Point Laboratories, Project No. 15418-98840, dated
August 12, 1995, signed by Herbert W. Stansberry 11
and William E. Fitch, P.E.
6.23 Test report on Loadbearing, Unrestrained
Floor/Ceiling Assembly in accordance with ASTM E
119, prepared by Omega Point Laboratories, Project
No. 15100-97136, dated July 19, 1994, signed by
Deggary N. Priest and William E. Fitch, P.E.
6.24 Test report on Insulfbam Type I EPS in accordance
with ASTM E 84, prepared by Omega Point
Laboratories, Report No. 15936-103935, dated
November 9, 1998, signed by Guy A. Haby and
William E. Fitch, P.E.
6.25 Test report on Insulfoam Type I EPS in accordance
with ASTM E 84, prepared by Omega Point
Laboratories, Report No. 15936-103936, dated
November 9, 1998, signed by Guy A. Haby and
William E. Fitch, P.E.
6.26 Test report on Racking Shear Load Test, prepared by
Stork[Twin City Testing Corporation, Project No.
032148-A, dated January 33, 2003, signed by
Thaddeaus L. Harnois and John D. Lee, P.E.
6.27 Test report on Racking Shear Load Test, prepared by
Stork/Twin City Testing Corporation, Project No.
032148-C, dated January 33, 2003, signed by
Thaddeaus L. Hamois and John D. Lee, P.E.
6.28 Test report on Racking Shear Load Test, prepared by
Stork/Twin City Testing Corporation, Project No.
032148-D, dated January 13, 2003, signed by
Thaddeaus L. Hamois and John D. Lee, P.E.
6.29 Test report on Diaphragm Load Test of Structural
Building Panels 7/16" OSB Spline, prepared by
Stork/Twin City Testing Corporation, Project No.
032148, dated August 26, 2002, signed by
Thaddeaus Hamois and John D. Lee, P.E.
6.30 Test report on Diaphragm Load Test of Structural
Building Panels 23/32" OSB Spline, prepared by
Stork/Twin City Testing Corporation, Project No.
032148, dated August 26, 2002, signed by
Thaddeaus Harnois and John D. Lee, P.E.
6.31 Test report on Transverse Load Test of Structural
Building Panels, prepared by Stork/Twin City Testing
Corporation, Project No. 033157, dated November 11,
2003, signed by John D. Lee, P.E.
6.32 Quality Control Manual for Premier Building Systems
Covering Premier Building Panels, Issued July 1992,
Revised April 2003, signed by Thomas L. Savoy for
Premier Industries, Ryan Rasmussen for Pulte Home
Sciences, and John Pabian for Underwriters
Laboratories, Inc.
7.0 CONDITIONS OF USE
The ICC -ES Subcommittee for the National Evaluation
Service finds that the Premier Structural Panels described in
this report comply with or are acceptable alternatives to those
specified in the 2000 International Building Code", the 2000
International Residential Code, the 2002 Accumulative
Supplement to the International Codes-, the BOCA0 National
Building Code/1 999, the 1999 Standard Building Code' and
the 1997 Uniform Building Code' subject to the following
conditions:
Page 4 of 11
7.1 Plans specifying the building panels described in this
report shall comply with the design limitations of this
report. Design calculations and details for the specific
applications shall be furnished to the code official
verifying compliance with this report and applicable
codes. The individual preparing such documents
shall posses the necessary credentials regarding
competency and qualifications as required by the
applicable code and the professional registration laws
of the state where the construction is undertaken.
7.2 Splines shall be a minimum of No. 2 hem -fir with a
specific gravity of 0.43.
7.3 The building panels shall be used only where
combustible construction is allowed. In areas using
the Uniform Building Code, the panels shall be limited
toType V -N construction.
7.4 The foam plastic shall be separated from the interior
of the building by an approved 15 minute thermal
barrier in accordance with the applicable code.
7.5 Connection and -attachments of the panel are not
within the scope of this report and shall be addressed
in the design calculations and details.
NER-633
7.6 All floor -to -wall and roof -to -wall details shall be
designed such that gravity loads are applied over the
entire wall panel thickness.
7.7 In jurisdictions which have adopted the Standard
Building Code, the panels shall not be place within 6
inches of earth where the hazard of termite damage
is very heavy in accordance with Figure 2304.1.4 of
that code without an approved method of protecting
the foam plastic and structure from subterranean
termite damage.
T.8 In jurisdictions which have adopted the International
Residential Code, the panels shall not be place within
6 inches of earth where the hazard of termite damage
is very heavy in accordance with Figure R301.2(6) of
that code without an approved method of protecting
the foam plastic and structure from subterranean
termite damage.
7.9 In jurisdictions which have adopted the Uniform
Building Code, the floor panels shall be limited to use
in Group R-1 and R-3 occupancies.
7.10 Allowable spans and design loading shall not exceed
the values found in this report.
7.11 This report is subject to periodic re-eximination. For
information on the current status of this report, consult
the ICC -ES website.
Page 5 of 11 NER-633
FIGURE I
TYPE S PANEL
, �- MM
4
IN
"53",
FIGURE 2
TYPEIPANEL
f 0
Page 6 of 11 NER-633
FIGURE 3
TYPE L PANEL
4.1 One Hour Rated Bearing Wall
(UL Design No. U524)
a Page 7 of 11 NER-633
TAM r: i
LOCATIONS OF PREMIER INDUSTRIES, INC I d.b.a.
LOCATION NUMBERS FOR PRODUCT IDENTIFICATION
Premier Building Systems
4609 70th Ave. E
PB -31
Fife, Washington 98424
Premier Building Systems
8ft loft 12 ft 14 ft 16ft 18ft 20ft 22 ft
3434 West Papago Street
PB -32
Phoenix, Arizona 85009-6733
40
Pulte Home Sciences
20
6600 Mount Elliot Street
PHS -01
Detroit, Michigan 48211
TABLE 2 — TYPE S PANELS'
MAXIMUM ALLOWARI ;: TRAMRV1=DQr- I nanciii
PANEL CORE
THICKNESS
(inches)
DEFLECTION
PANELSPAN
8ft loft 12 ft 14 ft 16ft 18ft 20ft 22 ft
24ft
3y2
L/3.
40
30
20
15
10
L/240
55 40 35 25 15
L/180
60 55 45 35 20
5y2.
2
L/360
50
40
30
-25
20
15
10
L/240
80 60 35 30 30 20 15
L/180
80 .60 45 40 35 30 20 ---
---
7 1/3
4
L/360
60
60
40
35
25
20
15
15
10
L/24.
85 75 60 50 40 30 25 20
20
11180
85 75 70 60 50 40 30 25
25
91/4
4
L/360
80
65
50
40
35
25
20
20
20
L/240
-
85 65 55 50 45 40 35 30
25
L /180
85 65 55 50 45 40 40 35
35
111/4
4
I i—h - ')r, A
L/360
95
75
50
50
50
40
30
25
20
L/240
95 75 60 65 50 40 35
j 45
30
4 4:
95 75 60 65 50 45 45 7 3�5
�35
. mill, PS 4f.9 ra
1. Floor panels shall have a minimum 3/4 inch thick top skin or a minimum 7/,, inch thick top skin.overlaid with minimum 7/"
inch thick finish flooring perpendicular to the panels.
2. 31/. inch and 51/2. inch core panels shall be limited to a maximurn span of 12 feet when used in roof applications.
3. 7% inch core panels shall be limited to a maximum span of 14 feet when used in roof applications.
4. 91A inch and 11 % inch core panels shall be limited to a maximum span of 16 feet when used in roof applications.
A I _-)_
11
Page 8 of 11 NER-633
TABLE 3 — TYPE I PANELS'
RAAVIRAI 111A Al I ^1.1A
PANEL CORE
THICKNESS
(inches)
DEFLECTION
PANELSPAN
4ftT 8ft 10ft 12 ft 14 ft 16ft 1 18ft 20ft 22ft
24 ft
71/4
'/360
130
135
95
60
50 40
30
20
20
15
L/240
315 150 105 90 70 55 40 30 25
25
L/180 —
320 150 105 90 85 55 50 40 35
30
9 1/4
L/360
195
165
125
70
65 60
50
35
30
25
15
L/240
320
165
125
105
95 85 j
70
50
45
35
L/180
320 165 125 105 95 85 1 75 65 55
45
111/4
I
;-t, -Or A
L/360
260
1 5
105
85
85 75
60
40
135
30
L/240
320 145 105 95 85 75 7L_ 60 55
I
45
L/180
4 � - A �
320 14 95 85 75 70 60 55
�
50
Floor panels shall have a minimum % inch thick top skin or a minimum 7/ 6 inch thick top skin overlaid with minimum 7/,,
inch thick finish flooring perpendicular to the panels.
2. Panels spanning 4 feet shall be a minimum of 8 feet long spanning a minimum of two 4 foot spans. No single span
conditions shall be permitted.
TABLE 4 — TYPE L PANELS'
RMAVIRAIMM Al I �Mt I
PANEL CORE
THICKNESS
(inches)
DEFLECTION
PANE I L SPAN
ft 10ft 12 ft 14ft 16 ft 18 ft 20ft 22 ft
24ft
31/2
L/360
105
45
35
25
15
10
—
L/240
225 70 45 35 25 15 ---- -
L/180
300 90 60 45 35 25 ----
5Y2
L/360
255
130
55
40
30
25—
20
11
15
L/1.1.
290 180 85 60 50 35 30 20
L /180
290 180 110 80 65 50 40 30
71/4
L/3,
255
170
80
65
55
40
30
25
L/240
290 190 130 100 80 60 50 35 ---
L/180
290 190 135 115 105 80 60 45
91/4
L/360
285
190
115
100
80
60
45
35
313
30
L/240
—
325 190 145 135 120 90 70 50 45
40
L/180
325 190 145 135 120 10 go 70 60
7
55
111/4
L/360
325
190
165
140
115
90
75
60
45
35
L/240
5 190
32 165 155 130 110 95 85 70
-1 I
1
55
L
/180
325 190 1 165 155 130 110 95 85 —
1 85
0
71
1 Floor panels shall have a minimum3/4 inch thick top skin or a minimum7/1,,inch thick top skin overlaid with minimum7/1,
inch thick finish flooring perpendicular to the panels.
2. Panels spanning 4 feet shall be a minimum of 8 feet long spanning a minimum of two 4 foot spans. No single span
conditions shall be permitted.
4 0
Page 9 of 11
TABLE 5 — TYPE S PANELS
MAY1116filIM At I IMAIA911 = AVIAI 1 r%Ar%Q 1-1�
NER-633
PANEL CORE
THICKNESS
(inches)
PANELSPAN
8ft loft
12ft l6ft 20 ft 24 ft
3Y2
3500
2555
2450 2120 ---- ---
5Y2.
4250
4040
3375 3920 2815 ---
L 7%
4915
4325
4475 4195 3495 3065
. .. .11. — —.1 1 P — ;-t.v !41111
TABLE 6 — TYPE L PANELS
MAYINfilliftill &I I r%VUAQ1 M ANMAI I f%Ar-.c i ir
PANEL CORE
THICKNESS
(inches)
PANELSPAN
8ft loft
12 ft 16ft 20 ft 24 ft
3Y2
4725
3905
3095 2620 — --
5Y2
5850
5890
4280 4310 2935 --
71/4
6850
6110
5555 5180 4835 4080
vigil
TABLE T — ALL PREMIER WALL PANELS
MAX110UM ALLOWABLE POiN r LOADS (lbS)
V/2 inch Minimum Bearing Width 3 inch Minimum Bearing Width
Standard Detail 2040 2450
Additional Cap Plate' 4030 4680
SI: 1 inch = 25.4 irrim. 1 lb. = 4.45 N
1. See Figure 4 of this report.
FIGURE 4 — PREMIER CAP PLATE
PrernlerCap Plate - standard 2x lumber, I iflil" OSB or! 118"OSL
(Rtmbloard), whicti has been ripped to the overall %ildth of the viall panel so
thafthe OSIS Wns of the panel are Covered by the ripped material,
2K top plate
pas wall pa
Bd nails 6`
O.C. or
equilvilDnt
each side
i
Page 10 of 11 NER-633
TABLE 8 — MAXIMUM ALLOWABLE HEADER LOADS ITHOUT SPLINES I M
HEADER
DEPTH
(inches)
DEFLECTION
ATTACHMENTS
HEADER SPAN
FACE
4 ft 6 ft 8 ft
loft
12
L/360
740
385
230
140
L /240
740 385 230
140
L/I 80
740 385 230
140
18
L/3.
795
575
385
310
L/240
795 575 385
310
L /180
795 575 385
310
24
L/36D
885
630
430
360
L/240
885 630 430
360
L /180
L/180
885
630
430
360
Si. I Inch � 25.4 Trim, -1 PIT = i4.6 Nim
TABLE 9 — MAXIMUM ALLOWABLE HEADER LOADS WITH SPI INFq fnif)
HEADER
DEPTH
(inches)
DEFLECTION
ATTACHMENTS
HEADER SPAN
FACE
4 ft 6 fit 8 ft
10 ft
12
L/360
345
245
155
100
L/240
450 295 190
125
L/18D
630 380 235
155
18
L/360
705
390
255
235
L/240
750 480 300
280
L/I 80
750 480 300
280
24
700
580
370
350
L/2,10
895 580 370
350
L /180
895 580 370
350
I inch = 25.4 mm, i pif = 14.6 N/m
TABLE 10A — PREMIER WALL PANELS' 12
MAXIMUM ALLOWABLE SHEAR WAI I I r)ADS
Si: i inch = 25.4 Trim, 1 pit = 14.6 N/m
1 . Framing lumber shall be a minimum of Douglas Fir -Larch having a minimum specific gravity of 0.50.
2. Minimum panel width shall be four feet: The maximum panel height -to --width ratio shall be 31/21.
3. Screws are #6 x 1 % inch Type W drywall screws.
4. Two top plates are required.
/+ I Is---
MINIMUM OSB
ATTACHMENTS
PANEL
TYPE
FACE
SHEAR
2x Framing Splines
THICKNESS
(Plf)
Fasteners Spacing Fasteners Spacing
L or S
'91, inch
8d box nail 6inches 8d nail 6inches
300
S
7/,, inch
8d box nail 4inches #6 Screw' 4inches
6004
Si: i inch = 25.4 Trim, 1 pit = 14.6 N/m
1 . Framing lumber shall be a minimum of Douglas Fir -Larch having a minimum specific gravity of 0.50.
2. Minimum panel width shall be four feet: The maximum panel height -to --width ratio shall be 31/21.
3. Screws are #6 x 1 % inch Type W drywall screws.
4. Two top plates are required.
/+ I Is---
Page 11 of 11 NER-633
TABLE 10B — PREMIER WALL PANELS 1,2
MAXIMUM ALLOWABLE SHEAR WALL LOADS
PANEL
MINIMUM OSB
ATTACHMENTS
SHEAR
TYPE
FACE
THICKNESS
(pif)
Top Plate
Bottom Plate
Vertical Framing
Splines'
L or S
7/1, inch
8d box nail
8d box nail
8d box nail
8d box nail
4705
8d nail 6inches
425
6 in. o.c.
6 in. o.c.
6 in. o.c. - 2 rows'
6 in. o.c.
L or S
7/" inch
8d box nail
8d box nail
8d box nail
8d box nail
7005
3
4 in. o.c. - 2 rows
4 in. O.C.
4 in. o.c. - 2 rows'
4 in. o.c.
L or S
1
7/" inch
1 Od common nail
1 Od common nail
1 Od common nail
10d common nail
6 in. o.c. - 2 rows'
3 in. o.c.
6 in. o.c. - 2 roWS4
3 in. o.c. - 2 rows
Si: i inch = 25.4 MM, I pit = 14.b N/M
1 . Framing lumber shall be a minimum of Douglas Fir -Larch having a minimum specific gravity of 0.50.
2. Panel width shall be four feet. Panel height shall be eight feet. A minimum of two panels is required.
3. A double top plate is required.
4. A double stud or nominal 4x framing member is required.
5. Limited to two panel walls. .
6. Splines are "/,6 inch by 4 inch OSB.
TABLE 11 — PREMIER PANELS'
MAXIMUM ALLOWABLE DIAPHRAGM LOADS
MINIMUM
ATTACHMENTS
OSB FACE
Panel Supports'
Panel Joints - Top Only3
Panel Joints - Top & BoftoM4
SHEAR
(plf)
THICKNESS
Fasteners, Spacing
Fasteners Spacing
Fasteners Spacing
1/, inch
PBS Screw' 12inches
8d nail 3inches
8d nail 6inches
425
, inch
7/"
PBS ScreW 3inches
8d nail 2inches
8d nail 4inches
Si: 1 inch = 25.4 MM, 1 pit = 14.6 Nlm
I . The maximum panel height -to -width ratio shall be 4Y.:1.
2. See Figure 5 of this report.
3. See Figure 6 of this report.
4. See Figure 7 of this report.
5. Premier Building Systems specially designed 'Big Blue" screws.
Skinj
J4
lop:
'�Crcw-
b6t b
N., 4X6
�A,Irliq
416
:FIG�UOE 6 '
Sizetion-
FItURE 7-
.QSR
TECHNICAL BULLETIN No. 3
DATE: JULY 23, 1998
PRENMR INDUSTRIES -TECBMCAL CENTER
17001 FISH POINT ROAD, �UITE 101
PRIOR LAKE, MN 55372
800469-8870 Fax: 612447-5272
SUBJECT: ROOF PANELS IN CANTILEVER CONDITIONS
FROM: THOMAS L. SAVOY, TECHNICAL DIRECTOR
Structural Insulated Panels produced by Premier Building Systems are used in many applications in
which the panel creates the eave and gable end overhangs on a roof. This assembly is a cantilever
condition, as the one end of the panel is not supported. The use d panels to create the overhangs is
advantageous as it speeds the construction of the project and saves labor cost associated with hand
framing. Some areas of the country use relatively small eaves while other portions of the country prefer
larger overhangs. Premier Building Systems has had their structural insulated. panels evaluated through a
series of full-scale destructive tests at an independent code -recognized laboratory to determine the
capabilities of Premier Panels in cantilever applications. These full-scale tests followed ASTM E-72
parameters for loading and monitoring deflection of the panels tested. The following addresses the
capabilities of Premier Panels when installed in a cantilever application for roof overhangs.
When evaluating overhangs or cantilevers we must consider how the panel is to be used on the roof. The
two applications that are possible include having the panel parallel to the support wall (figurel) and
having the panel perpendicular to the support wall (figure 2). Panels installed perpendicular to the
support wall are capable of supporting greater overhangs.
FIGURE 1 FIGURE 2 FIGURE 3
Vall Panels
,§Lope
A I -.+-
X=9 MAX W1 -BEAMS
OR DOUBL21)rs. 4'or
2' o.c.
Y=(2 X) MINIMUM i.e. 8'
FOR 4'(X) OR 1Z FOR
6'(X)
ge Beam
ISlope
Wall Panels
ISlope
Ridge Beam
Wall Panels
TECHNICAL BULLETIN No. 3 (cont.)
Premier Panels used to create overhangs on gable end -_Walls or on eave applications where the panel is
parallel to the support wall can be used up -to 2' in unsupported overhangs (figurel). Panels used parallel
to the support wall can support loads that are twice the maximum live load allowed for Type S panels in
the load design charts for an 8' span. An example would be a 7 YV core panel at an 8'. span is listed 'at
74.5 psf in the code evaluation report. Therefore the load carrying capacity for the 2' overhang Jsol4a—
psf. Applications that allow for 8' panel widths to be utilized may have overhangs of up to 4' when applied
parallel as described above (figure 3). Four -foot overhangs of this type have load capacities equal to the
live load of that panel thickness with an 8' span.
Standard splined or Type S Panels (PBS -105) that are perpendicular to the support wall are capable of
supporting 4' horizontal span overhangs provided the panel extends back onto the roof a minimum of
twice the distance of the overhang span. These unsupported overhangs are capable of supporting the
live load value found in the code evaluation report for that thickness panel at an 8' span. An example
would be a 9 1/4" core panel'used to create a 4' overhang will carry loads up to 81 psi.
In situations where increased loads are required or where an overhang greater than 4' is desired Premier
Panels that utilize double 2x's or wood I-bearris as the splining mechanism (PBS -1 10 or PBS -1 15) can be
used. These applications are created when the panels are perpendicular to the support wall and that the
panel assemblies extend back on to the roof to a support a minimum distance of twice the length of the
overhang. When the double 2x or wood 4beams are used at a frequency of 4'o.c..as the attachment
spline between panels, overhangs of up to 6' can be achieved. Overhangs of 4' are capable' of carrying
twice the live load listed in the code evaluation report for a Type S panel at a span of 10'. A 6' overhang
will support the total load listed for that panel thickness Type S panel at a span of 8'. An example, 7 1/4"
core panel with wood I-Bearris 4' o.c. can support 115 psf on a 4' overhang and 84 psf on a 6' overhang.
Greater loads can be achieved if the double 2x's or wood I beams are used at a frequency of 2'o.c.
Overhangs of up to 6' feet of horizontal projection are possible. As stated earlier, the panel assembly
must extend back onto the roof to a support at a minimum twice the intended overhang horizontal span.
With the 2'o.c. 2x's or wood lbeams a 4' span will support the twice the live load listed for the panel
thickness at an 8' span. Six. -foot overhangs of this type will support twice the live bad listed for a
1 O'span.
The above information is to be used in the design of roof overhangs only. In all cases the load caaying
capacity of the panel assembly represents a value that is less than the ultimate load divided by a safety
factor of 3.
If there are any questions regarding the above information, please call the engineer of record,
your Premier Building System representative or the Premier Industries — Technical Center @
11800-469-8870.
TECHNICAL BULLETIN No., 6
PRFIWIER MUSTRIES TECHNICAL CENTER
17001 FISH POINT ROAD, SLTITE 101
PRIOR LAXE, MIN 55372
800469-8870 'Fax: 612447-5272
DATE: OCTOBER7,1998 Revised SEPTEMBER 20,2001
SUBJECT: PREMIER PANEL FASTENERS
FROM: TOM SAVOY, TECHNICAL DIRECTOR
Premier Building Systems has completed the development of a new panel fastener. This
fastener was developed specificalf�l for the attachment of Premier panels to beams,
purlins and p
2st of wood an_dsnftj&. Premiers Panel fastener uses state of the art
tempering and coating technology to create a #15 screw that drives easily into hard
woods, engineered woods and soft steel without bending an reaking or stripping out the
#3 square drive. The new screw is corrosion resist and (��
the industry standard "Kesternich cabinet". pagses more than 15 cycles in
The
,� new blue screw has been designed with an aggressive thread pattern that
demonstrates excellent pull out resistance. In independent code recognized laboratory
testing, Premier Panel fasteners exhibited 980 pounds of pull-out resistance when
installed 1" into a typical SPF#2 2 x 4. The laboratory also checked the new screw for
resistance to shear. The test was designed to simulate a worse case scenario where a
14" Premier Panel fastener was driven through a 12"thick panel and into a SPF#2
dimensional lumber. The new fastener with stood over 830 pounds of force without
shearing, as the failure mechanism was the screw pulling through the OSB.
The use of the Premier Panel fastener is specified in the Premier Panel Details Book.
Wall connections require that screws be utilized 2' on center. Th�wr`frequency of panel
fasteners required to anchor roof panels is dependent on the imposed loads the panels
must resist and the number of attachment points available for attachment. See the
Premier Panel Detail Book for recommendations and follow the requirements specified
on the shop drawings.
Contact your local PBS facility with questions.
4/ cj)
14. . a
TECHNICALSULLIETINNo.li
PR9*1l1ER MUSTRIES -TECHNICAL CENTER
17001 FISH POINT ROAD, SUITE 101
PRIOR LAEE, NIN 55372
800469-8870 Fax: 612447-5272
DATE: DECEMBER 13,1998
SUBJECT: SCREW FASTENER CAPACITIES IN OSB
FROM: THOMAS L. SAVOY, TECHNICAL DIRECTOR
Through the utilization of Premier Panel's applications of ancillary materials such as cabinets, sidings, etc. are
needed to finish a structure. In many of these attachment applications screws are the preferred fasteners.
Data on the pullout and lateral withdrawal capacities of screws into OSB to date have not been readily
accessible. To help clarity the performance of screws placed in OSB a major manufacturer of OSB took it
upon itself to generate data on various screws placed into OSB that was exposed to different environments.
Fifteen repetitions of both direct and lateral withdrawal of each screw type in each of three environmental
conditions were conducted. The following charts summarize the lowest ultimate average value achieved for a
particular screw type when placed into three different thickness of OSB.
The above charts are reporting Ultimate values. Appropriate safety factors should be applied to obtain
design values.
If there are any questions regarding the above information, please contact your Premier Building
System representative or call Premier Industries — Technical Center @ 11800-469-8870.
// �-o
AVERAGE DIRECT WITHDRAWL
(PULLOUT) — lbs.
SCREW SIZE
SCREW SIZE
7/16" OSB
5/8" OSB
3/4" OSB
#6 Deck Screw
177
272
324
#8 Deck Screw
182
309
359
Deck Screw
198
355
363
L#10
#12 Roofing Screw
190
312
360
#14 Roofing Screw
177
340
39
The above charts are reporting Ultimate values. Appropriate safety factors should be applied to obtain
design values.
If there are any questions regarding the above information, please contact your Premier Building
System representative or call Premier Industries — Technical Center @ 11800-469-8870.
// �-o
AVERAGE LATERAL WITHDRAWL (SHEAR) — lbs.
SCREW SIZE
7/16" OSB 5/8" OSB
3/4" OSB
#6 Deck Screw
198 273
295
#8 Deck Screw
118 197
224_
#10 Deck Screw
143 260
301
#12 Roofing Screw
436 581
56
#14 Roofin2 Screw
466 630
7
The above charts are reporting Ultimate values. Appropriate safety factors should be applied to obtain
design values.
If there are any questions regarding the above information, please contact your Premier Building
System representative or call Premier Industries — Technical Center @ 11800-469-8870.
// �-o
4. 4 .4
TI E" "AL BUILLETIN No
12
PROWIER INDUSTRIES -TECHNICAL CENTER
17001 FISH POINT ROAD, SUITE 101
PRIOR LAKE, M55372
800469,8870 Fax: 612447-5272
DATE: DECEMBER 18,1998
SUBJECT: NAIL WITHDRAWL CAPACITIES IN OSB
FROM: THOMAS L. SAVOY, TECHNICAL DIRECTOR
With the use of Premier Building Systems Structural Insulated Panels there are numerous
instances where the attachment of finishing materials such as shingles, siding, drywall etc... is
required.' The application of these materials is typically accomplished through the use of
conventional nail products. Data pertaining to the pullout resistance of nails in OSB to date is
not readily available. To provide data on direct withdrawal resistance of nail fasteners placed
into the face of Premier Panels Premier Building Syslems contracted with an independent code
recognized testing firm to conduct withdrawal tests following standard ASTMD1037 procedures.
The following is a summary of the average ultimate values achieved for various nail fasteners
placed into 7/16" OSB.
AVERAGE DIRECT WITH RAWAL (PULLOUT) —lbs.
NAIL SIZE & DESCRIPTION
"G. ULTIMATE PULLOUT
4d ring shank -drywall nail
133
6d smooth galvanized
59
Roofing Nail -smooth galvanized
51
8d smooth coated sinker
150
8d smooth galvanized spiral shank
112
8d galvanized ring shank
77
8d smooth galvanized
65
8d bright box
107
10d galvanized ring shank
16d smooth galvanized
16d bright box
This data has been compiled to provide manufacturers, designers and engineers with values for
assessment of fastener requirements. These values are average ultimate capacities and an
appropriate factor of safety should be applied to determine design values.
If there are any questions regarding the above information, please feel free to contact
your Premier Building System representative or call Premier Industries — Technical
Center @ 1/800-469-8870.
A I
A15-rik1k P-102�,7
4, 'P 14
TIE mULLETIN No. 24
PREAf[ER INDUSTRIES TECHNICAL CENTER
17001 FISH POINT ROAD, SUITE 101
PRIOR LAKE, MN 55372
80046.9-8870 Fax: 612447-5272
DATE: JANUARY 12, 2000
SUBJECT: ATTACHMENT OF EXTERIOR CLADDINGS TO PBS
PANELS
FROM: THOMAS L. SAVOY, TECHNICAL DIRECTOR
Premier Building Panels is used in both commercial and residential applications. Through
the years our panels have had nearly every ty� of exterior cladding applied to the face of
our panels. The advent of new exterior claddings in the market place always brings the
question of how this product should be applied tothe panel. This bulletin is a review of
common claddings that are available and their attachment to panels.
Most exterior claddings currently available in the market place make reference that their
product should be attached to the framing members of the structure. Premier Structural
Panels do not incorporate framing members and therefore do not meet their written
recommendations. However, a review of the requirements for attachment typically calls out
for the cladding to be attached with 8d nail 16" or 24" on center depending on the framing
spacing. Using these values one can compare the pullout values for 8d nails into standard
framing and compare that to the fastener pullout values listed in Technical Bulletin # 11 and
#12. This comparison shows that all claddings with the requirements of fastening to framing
members can be matched by applying 8d ring shanked nails 12"o.c.into Premiers Structural
Panels. This would include the attachment of standard sidings such as hardboard, cedar,
redwood, composites and cementitious sidings.
This type of comparison is also valid for the application of laths for stucco as well as brick tie
placement. Typically these products are applied by simply increasing the number of
fasteners 25%. Whereas, a manufacturer calls out for fasteners 16" o.c. the fasteners
would be placed in a panel application at a rate of 12"o.c. This will allow the panel
application to meet or exceed the pull out values designed by the manufacturer. It should
be noted that the fastener placement can be maintained at manufacturers
recommendations provide a nail is replaced with a screw. In all cases the fastener should
be corrosion resistant.
Should there be further questions. regarding Premier Panels and the attachments of
exterior claddings feel free to contact Premier Industries -Technical Center at 800-469-
8870.
A -, a -2"
FROM REDWOODS TD ROSES
FAX NO. : 530-343-3079 Feb. 03 2005 11:47AM P1
Pxdwoods to Roses qree Service
Daniel J. Gibson - Certified Arborist # WE -1292A
3020 Rock Creek Drive - Chico, CA. 95973
California Contractors Lic. # 756075
(530) 343-399 Phone and FAX
Cell Phone (530) 864-5001
email - doaree@chico.com
To. Yvonne Christopher
Butte County Building Inspection Department
Permit # 04 2499 - Residence for Daniel and Ria Gibson
The following- pages (4) are copies of the West Coast Lumber Inspection
Bureau's evaluation of the timbers (milled by myself) I intend to -use in the
residence for my wife and 1.
The question I have for you is, will you allow these documents as proof of
structural grading for the building? The plan check firm engineer has said
that he will only allow timbers that have been graded according to the building
code book (NDS). There are no values for the Elm or Cedar in the NDS. The
values that my engineer used for the American Elm and the Deodar Cedar are.
from the U.S. Forest Service wood handbook of stress values and have been
calculated in his engineering report on the building timbers to be used with a
factor of safety of 10 (at only I/ 10 of the rated values).
I have done all that is in my power to do to comply with the requests of your
department for assurance that these timbers are structurally sound and a
viable building material to use in my timber frame home. Please let me know
your decision on this matter as soon as possible as we need to proceed with
the project in the near future.
Thank You
Dan Gibson
WEST COAST LUMBER INSPECTION BUREAU
GENERAL OFFICE
6980S.WVarnsSi. P -O -80x23145 Portland. Oregon 97281 - (503)639-0861 - FAX(603)684-8928
INSPECTION CERTIFICATE
BP -55550
Issued Fit PORTLAND. OREGON. .. on �anljaLy 2-7, 2'005 * . Inspected on January 18 - 2005,
- in'Tfji
Lumber here' �Thas lFeen=lnspected and tallied under Grading and Dressing Rules #17
in accordance with the order and specifications' furnished the Inspector(s) at time of inspection
at plant of DANN GIBSON, Chico. CA.
Inspection oerformed hy.Tom Bigham
who is(are) a qualified insu or(s) employed by the WEST COAST LL, ER IN.SpECT101
Shipment made via ect no _j BUREAL..
Rol%, -GH GREVEN
CANJILM
NO. 1 STRUCTUR-AL 130-b
BEAMS & STRAN
5X12 1 /5
Total
NO. I STRUCT"RAL 131-b
5X6 4/5 1/8 20/10
NO. 2 STRUCTURAL . 1.31 -cc Total
POSTS T rNif
5X6 i/5
Total
TOTAL
ROUGH GR'EEN DEODAR CEDAR
NO'. I STRUCTURAL 132-b
1/26
NO. 2 STRUCTURAL 230 -cc
BEAMS & STRINGERS
6XIO 2/26
NO. 2-STRUCT"RAL 131 -CC
u
M BE
POSTS & TT
6X6 1/24 5/26
6X8 2/26
Total
PCs. 25'
----------- --------
1 PCs. 25,
25
PCs.
3701
----------
25
---------
PCs.
570'
6
PCs.
13'
-----------
I
-----------
---------
PCs.
1,31
27
---------
pcs.
608'
I
-----------
PCs.
104'
I
---------
PCs.
i 0 11 1
-----------
PCs-
Total 2
PCs.
---------
260'
6
pes.
4621
2
PC5.
208'
-----------
Total 8
PCs.
---------
6'70'
-----------
TOTAL. 11
-----------
PCs.
---------
1 , 034
-------
FROM REDWOODS� TO ROSES FAX NO. : 53&-343-3079 Feb. 03 2005 11:48AM P2
WEST COAST LUMBER INSPECTION 13UREAU
GENERAL OFFICE
6980S.W.Varns8i. PO-Box23145 - Po(tiand, Oregon 9'1281 - (503)639-0651 - FAX(503)684-e928
INSPECTION CERTIFICATE
v
BP -55550
January 27. 2o05
Paqe 2
MARK: S.S. - Select Structural
- NO. 1
- No. 2
T."ds Certificate refers only to the rom and rditiori of tly.raterial at the tiffe of impwUor
[wc
11 M
FROM REDWOODS TO ROSES FAX NO. : 530-343-3079 Feb. 03 2005 11:48AM P3
WEST COAST LUMBER INSPECTION BUREAU
GENERAL OFFICE
6980S.W.Varns9t. s P.O.Box23145 o Poriland, Oregon 97281 - (503)639,0651 * FAX(503)684-8928
INSPECTION CERTIFICATE
3-P. -.5-5 5.19
issited a,' . PORTLAND - OREGON . on January 27, 2005. Inspected on january 18 - 2005
.... ..... ... : __ __ - —
Ltruber herein listed has been Inspected and tailied under Grading and Dressing Rules t17
in accordance with the order and sne.cifications furnished the Inspector(sl at time of inspectior
at plant of D -AV. . G i BSON. Ch I co', CA.
----------- --------
rnspection performed by Tq�S_ a j_Kh_qiq
who Ware) a qualified inspector(s) emploVed *r)V
the WEST COAST WMER, ViSFTWTION BUREAU.
Shipment made via
ROUGH GREEN DOUGLAS FIR
SELECT"STRUCTURAL 123-e
TU -1—S T3*&__Fr_AYR_�____'_
4X14 2118 PCs 168'
----------- ---------
Total 2 PCs.
ROUGH GREEN -.-BLACK OAK.
SELECT STRUCTURAL 131-a
POSTS TINISERS-
6X6 1!5
Des. 15,
--- ---------
NO. 1 123-b Total 1 PCs. 1.5
TRTC7T_9_9',CC - j 0 1 S S & PLANKS
2X6 12/3 5/4 3/5 1/7 2/12 21 PCs. 92,
2X8 2/3 2 toes . 84
2XIO 2/5.5 2/6 4 P^Cs. 38,
2X12 1/3 2/3.5 2/4 5 PCs. 36'
------ ---------
NO. I STRUCTURAL 130-b Total 32 PCs. 174'
3 E K M-§
6X12 1/5
PCs. 30,
----------- ----------
NO:---.lSTkq_C -RAL 1'31 - b Total- PCs. 301.
POSTS & TIMBEfFs
6)(6 4/5 4 PCs. 60,
8XIO 2/12 2'pes, 160,
----------- ---------
NO.' 2 1123-c Total 6 PCs, 220'
qnUTM- 'W*r*' .7 0 IS T S & PLANKS
2X6 1/8 1 Des. at
2XI2 1/3 1 PCs. 60
----------- ---------
NO. 2 STRI"CTURA-1 130 -cc Total 2 PCs. 14'
BEAMS & STRINGERS
6X12 2/5 2 PCs. 600
----------- --------
Total 2 PCs. 60,
<<< Continued on Page 2 >>>
�L BJ
TOT*ALS
H.41109CM BRAND
L.B
38 PCs. 1,642'
<<< Continued on Page 2 >>>
FROM REDWOODS TO ROSES FW NO. 530-343-3079 Feb. 03 2005 11:49AM P4
WEST COAST LUMBER INSPECTION BUREAU
GENERAL OFFICE
6980 S.W. Varm St. P.O. BOX 23145 1 Portland, Oregon 97281 - (503) 639-0651 FAX (503) 684-8928
INSPE&ION CERTIFICATE
January 27. 2005
Page 2
N,O-:--2
STRUCTURAL 131-0c
POSTS
6X6
4/V
4/11.5
4.
13cs.
601
4
pcs.
307�
-----------
Total
ins.
---------
367,
TOTAL
TOTALS
54
pcs.
---------
1.048'
HAMNER
BRAND -
MARKS:
S.S.
Seiect structural
I
No. I
NO.'2
T�-'s Cmtifticate
refers only to the fom a I nd widition of the material"at
!1]. OL
the tim
of impection.
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This plan sheet is the proparY-.Mf...Y.,Laa_&0A !PZf W,
copied or mused e,timly?r in part, wept by company namm 059-10
in this title block. Plan eapme CAUV 311D1111111111 I
CPT
DATE-
JP/L
CITY OF
DEPARTMENT OF BUILDING SAFETY
PLOT.PLAN
BUILDING PERMIT NO.
P/L
STREET:
Name of Park:
Name of Tenant:
State Approval
Installer:
Describe Work to be Done:
MOBILE
HOME
P/L'
P/.L
LOT No.:
Street Address*
Brand Name:
State Model #
Address: Telephone:
Cost: $
We, the undersigned, hereby approve the installation of the above structure and
agree that the information furnished herein is correct and in accordance with all
applicable provisions of the Health and Safety Code and Related Rules of the State
of California.
Tenant: Park Manager
Signature Signature
0
P.11 1000 Ib (assumed allowable soil bearing capacity)
co
0
z
0
0
U -
F1
F2
F3
R
F5
F6
F7
F8
F9
F10
F11
F12
F13
F14
F15
F16
FOOTINGS
I
TRIBUTARY LOADS FROM BEAMS, LB (see pgs 10 - 40) RE SUM, LB I FTG SIZE)l FTG #
131 132 133 B4 135 136 137 B8 B9 B10 1311 B12 B13 B14 B15 B16 B17 B18 B19 1320� I IN / SIDE I
2175 1877 1294 5346 27.7 2
3480
12
2 30
12
4918
12
8398
34.8
3
2175
1668 1877
626
6346
30.2
2
1740
1334
3128
817
7019
31.8
3
3336
3336
21.9
1
2668
1634
4302
24.9
1
2668
817 2315
5800
28.9
2
3336
817 2315
6468
30.5
2
2175
1668
2132
5975
29.3
2
1740
1334
1066
2132
817
7089
32.0
3
1740
1334
2842
2315
8231
34.4
3
2175
1668
4266
8109
34.2
3
2175
2132
4307
24.9
1
1740
1066
2132
4938
26.7
2
1740
2842
4582
25.7
2
2175
2133
4308
24.9
1
FTG SIZE THICKNESS
# IN/SIDE IN
1 24
12
2 30
12
3 36
12
V/