HomeMy WebLinkAbout066-410-036066-410-036 01-1564
FEATHERSTONE, EVELYN N
6751 ISHI DR. MAGALIA V
CONTAOLAND MAIN \pPry�
25 X 33 GARAGE
B07-2456 SWWS 066-410-036
RESIDENTIAL SFD-Mobile Home PFS
1
NEW MH EX SITE PERM FNDN (1620'
S
6751 ISHI DR bV& y'9-C6
j
FEATHERSTONE EVELYN,
1
11/'1J/ V I L4-00 FtIA J4VOUIV 114
VI'an Recorded Return to:
wJMw? Imr MM a BENSON
P.O. Boot 550
paxadiser Ch w95967 ._,._.------- _
PREPARE IN TRIPLICATE
068ioal to be tetladed;
Copy for Stitt Inheritance Tax Div.
Copy for Inbuitance Tac Appraiser
DIWl 11U.01VEMn 011AV1liL'
AFFIDAVIT — DEATII OF IOINT TENANT
@f&263T5 1;4
PAUL EME
STATE. OF CALIFORNIA Name of Decedent •••••'^•"•"""""' "'
COUNTY OF Butte
EVELYN R. - FEATHERSTO E., I of Ieg'I aper bring first duly atawn depose' and says:
PAUL EMERQN FFeA'F{l�S'�'G "" . the decedent Mentioned is the anaehsd tertl(ied copy o
That .._.._._. _._..._ HI'v�.STpi>�!'. .. , —ad as one of the panus
Cenifieue of Death to the scan Person
„..i1CrQ&aL_.i1nC�.Iia��•�718_.G—...AanC04k.
Grant Deed_,._ .seemed b ,JM91-10• "�•t• as
rn that cerra .Feathertone 11” Ui.J.S.A1._�..._,��thei�atf�ns....". ..."..,___..,.._.._.,_..,...
Pan E. -••
to...._......._ ....__." Und"fteemder'/Serlea_.Bl alb............. ..............veri.......e
joint teosnte� 5 B 4dcd
-AAMAI Y.,.9.._..?,��......._. a fi32....._..'cover'me the
of OLaial Records of ..R'•8•••••••'••""""""Caunry, California, pag
in Book _ ...._. , ". of Csl'tfomlai
falleviog described prspary situated in the Caumy
See attached description
Ap# -058-34-0-021-0 .
DATID: ..... 21--r-1484 EVELY�fi. �ek-AHERkioti
Subscribed and Svwo to betwe me 7.. ME soap
thio ,, 21. tr..Jay of .,.t� Y•-•••_, ......... 19 .�a ROY MCKEHNAN
.
1. !( 1.�*....,..................... a . rr NOTARY PUnLIO— FOIW A a
o s ...... ........... ..... a
Nw•ry Pub in and fur s•Id (:nasty sad Star° �' My�rruaimlonEapbeaA 1 Io, IGlI7
a
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�— EvelYn E. Feathct pry^P —
MAIL TAX STATEMENTS TO:
6751 ishi n 7
iagalaar C 95954 --
I
A.." Lot VI 1J.00 rna .,ovoaevilo -- _DIM, 1—lualu m 0zrIVIUt
V l{JL UU!/UU2S
�'1-2�6315
A portion of the southwest quarter of the Nor., described
a of Section ;
14.0.13. s Nor.,
described as follows; �
2, Townslifp 22 tlo2ttt, Range 4 East, .
G t a point in tho East liiis of the^So&L. nOs22' Hestr210.00e
COM14Ljo-11a a distant i2ou
Northeast quarter of said rnerse3cton 2,
north -
..feet from the wortheast corner othencethe scontinuingouthwest ualong said hEast lino
east quarter of said Section 2; oint of beginning for. the
.rvvt:t 3° 22' We 198.00 feet to the true p
Parcel herein described; thence from said true point of hegiit.43 gest
parallel with the Last-110st centerline of s,"i(] Section 2, 460.43 feet
he centerline of an existing easement; thence South 06°
to a poin
gest, 199.09 feet to a mint; thence Last 430.00 feet to a point in the
t in t
Last line of the southwest quarter of the Northeast quarter of said
Last
2; thence North 0° 22' East along said East line 190.00 feet
to the,true point of beginning.
TOGETHERWITHa non-exclusive easement for road and public utilities
purposes 60.00 feet in width lying 30.:10 feet on either side of Lhe
following described line: quarter of the
C0Mtgl'�lCI:1G at a point in the East line of the
SSouthouth west
, Hest 210 feet
Nortl3east quarter of said ,,f said 2,
g ,. 0° 22' West,
from the Northeast of Section 2 rttience alongssaid�JL•ast lineest s ostthe ;lortheas
quarter parallel with the East-West centerline of saidLnnin
198.00 feet; thence p point of f beginning.
Section 2, Hest a distance of 400.43 feet to the true point of beg 9
for the line to be described;
withthence
tilefrom
East-Westtrue
centerline of said
ng
continuing -,lest and p
nce
Section 2, 12 .19 ft°curve,nconcave ce h tontile rNortheast having taeradius oof
angthe arc
100.00 feet to the intersection with the Easterly line of the Conco
Flea Valley road as the same existed on December 29, 1961, and the end
of said line.
EXCrI'`pYtIG from said casement any portion thereof lying within the bounds
of the above described parcel.
ht of way is for the benefit of and appurtenant to the lands of
znd may be used
Said rig used
the Grantees herein ay hereafterul)ecomettile bowner t ofsaidappurtenant
by all persons who may ortinn.r,- thareof_,
property or any parts or p
b
7
b
9
N
------------
CERTIFICATE OF DEATF!
•" 'n rr�a 0 '
STATE OF CALIFORNIA I"`" �'^"•'�"'
ovula or o[11T" al,vrr+ w•. w:ru. , ¢A uarw O
srwr[ mw MUMM Ic. u•n —
1w ,rwM[ __ 1 Ia MmaA jul 7. 1987 1, 0840 O
Featherstone y
•
Emerson AGE
Paul.. 1 1 T. AGE. wclo i ,....
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wht American
W
Oct. 13 '1911 75 w•
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LLJ
�y
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Nhssouri.
- N. Dakota Irene H. Bohn -
i m �-
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vEnsowJli
No. Dakota
Paul E. Featherstone
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Evelyn Featherstone
ODM
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6751 Ishi Drive
PUIce
Heritage Paradise Butte
Magalia, CA. 95954
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CjVVVWICA-
TION
1wA...�. .. .., 1 a.ro, ..v el r.J ,
_ William Allen, I4.D. 771 Buschmann Rd.,m�
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T• OATtl—MONr,L W T, • 1,A NwY[ wlw, W GWhl1TP t.`w,rTOw1
Cr ory,Paradise CA
not embalmed
Cremation
July 9,1987 Rose Chapel
ue[Nt�No.
_
Row. w.Iwol..mlrolocTpl4enw.sfwc..•.rlcM woo.
0�•OF
Rose Chapel Mortuary 899
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BUTTE COUNTY AREA
DEPARTMENT OF DEVELOPMENT SERVICES 3
INSPECTION CARD MUST BE ON JOB SITE
24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico)
Office: (530) 538-7541 Fax: (530) 538.2140 Website: www.buttecounty.net/dds
Permit No: B07-2486 Issued: 03/04/2008
Address: 6751 ISHI DR
Area: MAGALIA
Owner: FEATHERSTONE EVELYN,
Applicant: EXECUTIVE HOMES
Permit Type: SFD-Mobile Home PFS APN: 066-410-036
Description: NEW MH EX SITE PERM FNDN (1620)
Flood Zone: None SRA Area:!ss than
SETBACKS for Zonine. AG, SRA. PW
Front: Ultimate R/W from CL: 30
Rear: SRA:
Side: AG:
Other:
Total Setback from Centerline of Road:+30
ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING
Inspection Type IVR INSP DATE Ins ection Type IVR INSP l
s 132 Do Not Insulate Until Above Signed
Building Fina
'802
Setbacks
803
Foundations / Footings
111
Pier/Column Footings
122
Grade Beams
114
Eufer Ground
216
Forms/Steel/Holdowns
122
Do Not Pour Concrete Until Above are Signed
Pre -Slab
124
Gas Test House
404
Gas Test Yard
404
Masonry Grout
120
Masonry Bond Beam
119
Underfloor Framing
149
Underfloor Ducts
319
Shear Transfer
136
Under Floor Plumbing
412
Under Slab Plumbing
411
Gas Piping
403
Do Not Install Floor Sheathing or Slab Until Above Signed
Holdowns/Straps
122
Shearwall/B.W.P.-Interior
135
Shearwall/B.W.P.-Exterior
135
Roof Nail/Drag Trusses
129
Do Not Install Siding/Stucco or Roofing Until Above Signed
Rough F, =------ - - - -
Rough P';
Bldg Permit:
Rough N
Rough E, Address:
Gas Pipu
Shower I
Fire Spru GAS By:
Fire Sprn
Electric By:
----- -- ,= === __----
OFFICE COPY
M
N
Dater �
Building Fina
'802
Electrical Final
803
Mechanical Final
809
Plumbing Final
-813
Pool Final
802
Mobile Home Final
802
i�c
VA
' Manufactures Name: KARSTEN
Date of Manufacture: 2007
Model Name/Number: VILLA K
Serial Numbers: S0.Lo; I
Length x Width: 27 X 60
Insignia: A Q 1 �-
Public Works Fina
Wall Insulation 117
Fire Department/CDF
Ceiling Insulation 118
Env. Health Final
Do Not Cover Until Above
I
T -Bar Ceiling / RC 145
"PROJECT FINAL
Stucco Lath 142
1
Stucco Scratch 143
Stucco Brown 144
I
Swimming Pools
i�c
VA
' Manufactures Name: KARSTEN
Date of Manufacture: 2007
Model Name/Number: VILLA K
Serial Numbers: S0.Lo; I
Length x Width: 27 X 60
Insignia: A Q 1 �-
Public Works Fina
538-7681
Fire Department/CDF
538-6226 r, jj,w,'•,`
Env. Health Final
538-7281
Sewer District Final
"PROJECT FINAL
801 1W
rrujeci r mai is a %-eruucaie ui uccupancy ►ur knevouenaal umy)
PERMITS BECOME NULL AND VOID I YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR
RENEWAL 30 DAYS PRIOR TO EXPIRATION
Inspector Copy
3008
,NT
I STATE OF CALIFORNIA NUMBER:
BUSINESS, TRANSPORTATION AND HOUSING AGENCY . .
DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT 8-76-944.1-
.7 9 4 4 E.r
DIVISION OF CODES AND STANDARDS .Y
MANUFACTURED HOUSING PROGRAM
MANUFACTURER CERTIFICATE OF ORIGIN
DISTRIBUTION: ORIGINAL (PINI) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE).
COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812.1828, WITHIN FIVE (5) DAYS OF RELEASE.
COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION.
COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER
HCD 683.0 - Side 1 - (7/97)
CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO.
MANUFACTURED HOME OR MULTI UNIT MANUFACTURED HOUSING
® SFD (SINGLE FAMILY DWELLING) '� MUMH (MULTI -UNIT MANUFACTURED HOUSING
NUMBER OF
TRANSPORTABLE SECTIONS
COMMERCIAL COACH:
'OCCUPANCY GROUP
MANUFACTURER NAME:
MANUFACTURER LICENSE NUMBER:
THE KARSTEN COMPANY
90153
MANUFACTURER ADDRESS:
SUGGESTED RETAIL PRICE:
997E OLD PLACERVILLE ROAD SACRAMENTO CA 95827
127,060.00
Street C• State Zi
MANUFACTURER TRADE NAME:
MODEL NAME AND/OR NUMBER:
DATE OF MANUFACTURE:
VILLA SERIES
KS60017F
04-26-07
NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO):
CALIF. DEALER NUMBER OR
DATE OF TRANSFER:
Security Nubile tome Show North
TRANSFEREE DESIGNATION:
04-27-07
92081 'c?
DEALER OR TRANSFEREE ADDRESS:
3042 ESPLANADE CHICO_. CA 95973
Street C' State
Zi
INVENTORY CREDITOR NAME:
GE CO&KERCIAL DISTRIBUTION FINMICE
.INVENTORY CREDITOR ADDRESS:
5595 TRILLIUM BLVD ROFMAN ESTATES IL 60192
(Street) Ci State
i
SECTION
MANUFACTURER SERIAL NUMBER
HCD INSIGNIA OR HUD LABEL NUMBER
LENGTH
WIDTH
WEIGHT
1.6
INCHES
INCHES
(POUNDS)
1
SAC033117CA A
RAD .1455748
720
162
30780
2
SAC0331 7CA B
READ 1455749
720
1.62
29160
TRANSPORTER NAME:
BENNETT TRUCK TRANSPORT
TRANSPORTER ADDRESS:
P. 0. BOX 569 MC DONOUGH GA 30253
Street C' State
(zip)
DESTINATION FOR UNIT DESCRIBED ABOVE:
EKECUT'lVE ROMMS 3042 ESPLANADE CHICO CA 95973
(NAME) Street C' State
Z
I certify under penalty of Perjury under the Iowa of the State of California that the above tads aro true and correct
Executedon 04--21-07 at SA.CRAI-iEI TO SACRAKENTO
CA
(Date) (City) (County)
(Slate)
SIGNATURE OF AUTHORIZED AGENT:
DISTRIBUTION: ORIGINAL (PINI) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE).
COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812.1828, WITHIN FIVE (5) DAYS OF RELEASE.
COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION.
COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER
HCD 683.0 - Side 1 - (7/97)
OF
X12 Foundation System
Installation Instructions for California
for Ground & Concrete Systems
HUD Wind Zone 1, 15 PSF Wind Load Seismic 4
By Tie Down Engineering
REQUIREMENTS
o These plans and specifications meet the requirements of Title 25 Section 1336.3 Sub Section A and 97 UBC Seismic
Requirements, CBC 2001 addition.
• Maximum vertical projection at sidewall is 9'. Higher walls may be used when the design loads are
adjusted accordingly and approved by HUD.
e Main rail spacing must be 75.5" - 99.5" * Except single sections 95" minimum
e Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These
locations may include shear walls, marriage line ridge beam support posts, and rim plates. The longitudinal component
of the Xi2 system replaces end frame ties. Check manufacturers set-up requirements.
• Maximum pier height is 48" pier. *Except for single sections 36".
e Steel piers must be fastened to the I-beam with clamps provided with steel pier.
e Systems must be placed as evenly as possible, no more than 10' from end of home.
e Designed for 7:12 roof slope. *Except single sections, (20° - 4.37 in. 12" pitch).
Additional Requirements for Concrete Systems
o Poured concrete must be 2,500 PSI minimum at 28 days.
e Square concrete pads minimum is 18" wide by 12" deep. Round concrete pads minimum is 18" wide by
14" deep. Strip footings minimum is 18" wide by 14' long by 6" deep.
* Xi2 components exceed HUD code 3280.306g "Anchoring equipment exposed to weathering shall have a resistance to
weather deterioration at least equivalent to that provided by a coating of zinc on steel of not less than 0.30 ounces per
square foot of surface coating...."
Page 2 of 8
0
Li
0
0
0
Xi2 Foundation System
Installation Instructions for California
for Ground & Concrete Systems
HUD Wind Zone 1,
15 PSF Wind Load Seismic 4
By Tie Down Engineering
Xi2 Ground System �nry--
P#L 066
Xi2 Concrete System
,)FESS/9
L, - -,
°= 6070
Engineer Approval
State Approval
MANUFACTURFD HOMEIMOBTLE HOME
FOUNDATION SYSTEM
BEALTH AND SAFETY CODE, SECTION 18551
APPROVED
SUBJECT TO CORRECTIONS NOTED
APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY
OMISSIONS OR DEVIATION FROM REQUIREMENTS OF
APPLICABLE STATE LAWS AND REGULATIONS
State of Califomis
bVeAmeet of Homing ad Com =fW Deeetopment
Sy ,�m,.��OF CO ES AND STANDARDS
e� A
SPANO.
nbPlmAppwdBxp M
Page 1 of 8
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PIER"" FOOTING SIZE REQUIRED
NO. CC
RY
YS,) 1000 PSF 1500 PSF
2 2500 360 240
3 4000 576 384
p HOM�B
6- 9998 OLD PLACERVILLE ROAD
LL Sacramento, CA. 95827
Phone:(916) 363-2681; Fax: (916) 363-4537
www.(he arateneo.eom
IN.)
PIER
NO.
IC"" n
?LBS.)
. FOOTING SIZE
1000 PSF
REQUIRED (SQ. IN.)
1500 PSF 2000 PSF
PIER C FILK
NO' LBS.)
FOOTING SIZE REQUIRED
2000 PSF
1 1000 PSF 1 1500 PSF
180
®
5000.
1 720 1
480 1 366
6 8000
1 1152 768
.L88 -LT
1000 PSF 1500 PSF 2000 PSF
6000
864
576 432
7 10000
1440 960
L
TLE:
E:
TLE:
16,000
2535 1690 1267
CARPET & PIER
MODEL'NO,I
KARSTEN SERIES
SUPPORT
LOCATIONS 40
LBS, ROOF LOAD
IAWH(O FILE INFORM TION:
RUN#073/33117
1,620
11-07-01
DRAWN eYI
D 400
LILAM f ItK z)urrVKI
® (40# BEARING WALL)
RIDGE BEAM SUPPORT
(40# CLEAR SPAN)
IN.)PIER
NO'
PIER
FOOTING SIZE REQUIRED (SO. IN.)
2000 PSF
LBS.)
1000 PSF 1500 PSF 2000 PSF
576
8
1 12000
1728 1152 864
720
9
16,000
2535 1690 1267
PRODUCT,
MODEL'NO,I
KARSTEN SERIES
KS60017F
SQUARE M.
DATE.
1,620
11-07-01
SHCETI
REVISED:
I _A
12-07-07
Villa 2700
#-- 8'-11" --— T-7"
I O• OVAL TUB
MASTER 01
BATH
LINEN H
asxae48
--
10 1
I
", 3
2
Edi
LNEN
N
M
�I
I
I
�1
30x58
1620 SQUARE FEET * 2 (' 'Y BEDROOM * 2 BATH
I ..
1■�pl��
WALK-IN �d±LL,�+
WARDROBE d
ODt Bridge
3Ox58
MODEL KS60017F
c
r.=
Butte County Building Division
MANUFACTURED HOME SUPPORT DATA
Owner's name:
Home Manufacturer:
e- A.P.# N6 - q10 _-0,M
Manufacture Year: 2yo7
Model Number/ Name: 'V','1la - 1
Width: Z% ` (ft.) Length: 60" (ft.)
FOOTINGS: Wood - pressure treated or foundation grade Other:[ ]
SUPPORTS: Concrete block IX Other:[ ]
Provide manufacturer's installation manual, support blocking requirements and state
approved or engineered foundation or tie down system specifications.
Pier Footing Sizes and I nratinnc
SINGLE WIDE MULTI -WIDE
Line 1----------------------------
-----=----------------------------- Line 1
Line 2 Section 1 Line 2
Line1 ��-------------------------------------------------- Line 3
--------------------------------------------------------------
Section 2
Line 2
--------------------------------------------------------------- A"' Line 4 (triple wide only)
----------
Section 3-- Line 2
Line 1 Piers:
Minimum size piers:
Spacing maximum:
From ends maximum
Line 2 Piers:
Minimum size piers:
Spacing maximum:
From ends maximum
Line 3 Roof Loads:
Minimum size piers:
Location (from front):
Minimum size piers:
Location (continued):
Line 4 Roof Loads:
Minimum size piers:
Location (from front):
Minimum size piers:
Location (continued):
[Z`�]X[2y]
1 "
x [ 2d]
0 ,
•, 1") „
Snow Load: —Z psf
Snow Load requirements may be obtained at
http://www.upstate-ca.com/butte/butte - county/
Insert AP #, view snow load in lower right corner.
Line 1 Openings:
Minimum size pier: [ ] X [. ]
Required at each side of openings over
wide. i jri� SCO
24x q8
?-qXY9
�t
2 8
X' �I S 2'fix �l� Z X �l8 Z
--er
st-8��
i/'- l/u
174- q„ Z�+_//„ 35'-y"
2L 24
M KV
LY 2q
Ly' - g
{ NOTES
RESIDENTIAL
066410-036�-01-1564
FEATHERSTONE,EVELYN
6751 ISI -II DR. MAGALIA
CONT:ROLAND MAINZ
25 X 33 GARAGE
SPECIAL CONDITIONS
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
JOB FINALED (Date)
Signature
j
c.
t.
L
t
i
i
1�
I
1
RESIDENTIAL
066410-036�-01-1564
FEATHERSTONE,EVELYN
6751 ISI -II DR. MAGALIA
CONT:ROLAND MAINZ
25 X 33 GARAGE
SPECIAL CONDITIONS
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
JOB FINALED (Date)
Signature
d = OK
d = Not OK
= Not Applicable MOBILE HOMES
= Not Ready
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
Ila -4
1.
Zoning Requirements -Setbacks -Easements
2.
Soils; Special MH Support Sketch
3.
Sewer; Location -Test -Fall -C/O -Concrete
4.
Water; Location -Test -Easement Needed (Sketch)
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
6.
Gas; Location -Test -Wrap;-/ /" L'ft.
/ P Nat. or / /"L"ft./ PLPG
7.
Well Clearance & Disconnect
8.
Utility Clearance
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
/�� ]
v r
`
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
FINAL (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line
Soils; Compaction -Structure Stability
3.
Gas; MH Test -Demand -Valve -Connector
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
Elec.; Receptacles and Lighting, Distance-GFI
5.
Drain; MH Test -Fall -Flex Connector
Elec.; Pool Lighting; 15 Volts-GFI
6.
Water; MH Test -Regulator -Connector
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Water and Sewer Connected -C/O to Grade -HD Approval
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Gas and Electricity Tagged
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures -Pane lboards-Ins. to Main in Conduit
9.
Tie Downs -Type -Installation Cert.
Health Department Approval
10.
Exits; Insp.-Sketch
Plumb.; Cir. Test=Water Supply Test
11.
Cert. of Occupancy
Light Niche
12.
Permanent Foundation Only; License Decal
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
MISCELLANEOUS
Date
DECKS, COVEJ8; CARPORTS GARAGES (Plans) OK except #'s
Ila -4
1AI
3.
Zo ' g Requirements -Setbacks -Easements
ootings; Soils -Size -Depth -Spacing -Connectors -Steel
Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4.
Wood Awn.; Posts-Beams-Rftrs.-Connectors
Shthg.-Frg-Bracing
5.
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6.
CWindows-Doors
Elec
r , ills-Anchors-Studs-Rftrs-Trusses
Siding; Nail' -Veneer-Stucco-Mesh
10.
Ro g -Roofing
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
Date
/�� ]
v r
`
Card B-)/ Date Card B-1
Card -1 Date Card B-1
Date
FINAL (Plans) OK except #'s
1.
Setbacks -Easements
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures -Pane lboards-Ins. to Main in Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test=Water Supply Test
11.
Light Niche
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
J = OK
0 = Not OK
- = Not Applicable
* = Not Ready
Date
RESIDENTIAL (%c
Date
Underfloor (Plans) OK except #'s
Hangers -Post Caps -Anchors -Connectors
1.
Zoning -Setbacks -Easements -Flood -Slope
Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting. -Ring.
2.
Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
3.
Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r' Ftg. Depth
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
4.
Fig., Porches & Decks; Soils -Steel-/ r' Ftg. Depth
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
5.
Stemwalls, Main; Ste el- Blockouts- Wrapped
Garage Fire Protection Framing
6.
Stemwalls, Garage; Steel-Blockouts-Wrapped
Property Line Firewall & Openings
6a.
Hold Downs and Special Anchors
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
7.
Slab, Steel -Wrapped
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
8.
Piers -Fireplace Ftg.-Steel
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
9.
D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
Siding -Nailing Veneer
10.
UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
11.
Water Pipe; Test -Anchors -Regulator -Service Test
Glazing Area -Glass Protection -Skylights -Plastic
12.
Electric Underground
Shear Walls; Nailing -Bolts
13.
Plenums & Ducts; Clearance -Material -Support -Ins.
Brace Interior/Exterior Wall Panels
14.
Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
Insulation -Walls -Ceilings
15.
Access & Ventilation
Infiltration -Walls -Windows
16.
Insulation
Date
Date
Date
Card B-1 Date Card B-1
Date
Date
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
Ext. Steps -Door & Sidelight Protection -Landings
17.
Water Htr.; Vent -Access -Combustion Air Baffle
Smoke Detector
18.
Water Pipe; Test & Anchor -Nail Protection
Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
19.
D.W.V.; Test Fittings & Anchor -Nail Protection
Bedroom Exiting
20.
Shower Pan; Test, First Floor -Tub Access
G.F.I. & Bath Fixtures & Tub Access -Spa
21.
Test Tub & Shower, Second Floor -Tub Access
Elec. Trim & Subpanel, Breaker Sizes & Labels
22.
Gas Pipe; Sixe & Anchors
Stairs & Rails
70.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
Elec. Outlets & Receptacles at Kit. Counter
23.
Fixture & Transformer Clearance -Ins. Protection
Garage Fire Door; Swing -Landing -Closure
24.
Elec. Receptacles Spacing -Lights & Switches at Doors
A.C. Duct in Garage -Damper
25.
Size Boxes & No. of Conductors Stapled
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
26.
Romex Installed Close to Edge of Studs & C.J.
Plb., Elec. & Mech. Equip. Listed for Location
27.
Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
Elec. Receptacles in Garage (F.F.I.)-Ramex Protection
28.
2 Appliance Circuits in Kitchen & Conductor Size GFI
Insulation -Foam -Looked in Attic
29.
Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At
Guard Rails & Deck Construction -Post Caps
30.
Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At
Insulated Neutral Q Yes C) No
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
31.
Service -Riser Conductors & Ground Main Disconnect
Clearance Looked under Floor ❑ Yes
32.
Equip. Clearances Panels-Motors-Mech. Equip.
Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No
33.
Clothes Closet Light -Shower Light -Spa Light
Stucco Brown -Finish
34.
Smoke Detector
A.C. Unit Disconnect, Electrical -Plumbing
85.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #'s
Ventilation Throughout House
35.
A.C. Ducts Insulation & Support
Glass Protection
36.
Vent Fan, Exhaust above insulation
Corrections from Previous Inspections
37.
Condensate Drain & Overflow, Size & Grade
Gas Test -Meters Tagged, Gas -Electric
38.
Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet
Water & Sewer Connected -C/O to Grade -HD Approval
39.
Attic Access & Platform if Furnace in Attic
Energy Compliance Certificate -Other Certificates
94.
Address Posted
Date
Date
Card B-1 Date Card B-1
Date
Date
Card B-1 Date Card B-1
Date
Date
FRAMING (Permit) OK except #'s
Card B-1 Date Card B-1
40.
Sills Proper Materials & Anchors
41.
Walls Studs -Nailing Spacing & Braces -Plates -Sound
42.
Bearing Walls over Girders & Floor Nailing
43.
Draft Stop in Walls (rat proof)
44.
Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
45.
Headers & Beams -Size & Bearing
r ,
'ingle & Duplex)
Date
FRAMING (Continued)
46.
Hangers -Post Caps -Anchors -Connectors
47.
Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting. -Ring.
48.
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
49.
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
50.
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
51.
Garage Fire Protection Framing
52.
Property Line Firewall & Openings
53.
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
54.
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
55.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
56.
Siding -Nailing Veneer
57.
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
58.
Glazing Area -Glass Protection -Skylights -Plastic
59.
Shear Walls; Nailing -Bolts
60.
Brace Interior/Exterior Wall Panels
61.
Insulation -Walls -Ceilings
62.
Infiltration -Walls -Windows
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
63.
Ext. Steps -Door & Sidelight Protection -Landings
64.
Smoke Detector
65.
Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
66.
Bedroom Exiting
67.
G.F.I. & Bath Fixtures & Tub Access -Spa
68.
Elec. Trim & Subpanel, Breaker Sizes & Labels
69.
Stairs & Rails
70.
Fireplace or Stove, Clearance -Hearth
71.
Elec. Outlets at Wood Panel, Int. & Ext.
72.
Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance
73.
Elec. Outlets & Receptacles at Kit. Counter
74.
Garage Fire Door; Swing -Landing -Closure
75.
A.C. Duct in Garage -Damper
76.
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
77.
Plb., Elec. & Mech. Equip. Listed for Location
78.
Elec. Receptacles in Garage (F.F.I.)-Ramex Protection
79.
Insulation -Foam -Looked in Attic
80.
Guard Rails & Deck Construction -Post Caps
81.
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor ❑ Yes
82.
Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No
83.
Stucco Brown -Finish
84.
A.C. Unit Disconnect, Electrical -Plumbing
85.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
86.
Water Well, Disconnect, Electrical, Plumbing
87.
Exterior Elec. Trim, G.F.I. Receptacle -Underground
88.
Ventilation Throughout House
89.
Glass Protection
90.
Corrections from Previous Inspections
91.
Gas Test -Meters Tagged, Gas -Electric
92.
Water & Sewer Connected -C/O to Grade -HD Approval
93.
Energy Compliance Certificate -Other Certificates
94.
Address Posted
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments at Final:
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES ..
411 MainStreet • Chico, CA • (530) 891-2751 y
7 County Center Drive • Oroville, CA • (530)'538-7541
CORRECTION NOTICE
A 6
OWNER PERMIT NO. '
Date 740/61. / Inspector
REV 10!92
�1
A routine inspection indicates that the following violations of butte county Ordinances exist at the
w
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
please co ct this office immediately.
cS
,a
Date 740/61. / Inspector
REV 10!92
_COUNTY Of BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754_/�PERMI NO.
(Rev. 12/96) APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER
066-410-036
ZONING
RT 1 -
BUILDING PERMIT
OWNER
EEA
TELEPHONE
SO, FT, OCC. BUILDING VALUATION
825 14,850.UU
.OWNER'S MAILING ADDRESS
A751 T.WT DR_ MAGATTA, CA 95954
CONTRACTORS NAME
TELEPHONE
CONTRACTORS MAILING ADDRESS
5581 FOLAM DR. PARADISE, CA 95969
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total ValuationIs14,850-.00
ARCHITECT OR ENGINEER
LICENSE NO.
Flirt Fee
$ 20.00
Permit Fee
$ 162.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$ 105.30
BUILDINGADDRESS
Energy Plan Checking Fee
$
PERMIT FEE
$ 287.30
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
Each Trap
2 7.00 14.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
Solar or heat pump water heater
23.00
Water piping
15.00 5.00
Each as water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ OtherX0
Describe Work: 25 X 33 GARAGE
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00 L 5.00
Mobile Home IS I GI W
@20.00
PERMIT FEE
S 64.00
ELECTRICAL PERMIT
Fling Fee 20.00
Main Service zo'A OR LESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license i's in full force and effect.
License Class ,t7 Lic. No. 73_111fy9
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ 1, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ I have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
I certify that in the performance of the work for which this permit is issued, I shall
not employ any person In any manner so as to become subject to workers'
compensation laws of California, and agree that N I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthw' mply with Be provisions.
'�J
X Date /i
Signature of Apl5licant - wrier 0 Contractor ❑ Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
structures over 3 stories in height.
Main Service SODA TO
46.00so
CCU000A
NEW CONST. DWELLING OCCUP. SO
OR ADDNS. ( 6 ACCBRANC. BIDS. 3.50FT. 8.85
PpµN6,�T. MULTI.OLlTLE7 @7.50
POWER APPARATUS
8 SIN0.OUTLET CIR.
20
EX. Occup. OUTLET OR FIXTURES BAL @ I.So
Ex. Occup.. ouTLEEis A.ID,GE 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE $ 48.85
MECHANICAL PERMIT Fling Fee 1 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEt $
Mobile Home Installation Fee $
Energy Inspection Fee $
DCC
CONST. TYPE
TOTAL FEE $ 4,00. 15
HAZ.
D. FEES IMP
— X
FLOOD
�--+
DP
CPA,�EL
�,
H
ISSU
This permit is hereby issued under
of the Butte Coun Code and/or
Indic a e fo which fees have
/0 ^
By �W
PERMIT EXPIRES ON/CTi
the applicable provisions
Resolutions to do work
been paid.
/F7
ateceipt
to
No. 3 H 477, (S'
L
-D.D.S.-B.D. CANARY-ASSESSO PINK -INSPECTOR GOLDENROD -APPLICANT
FOUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
PE"IT"PLICA TION DATA SHEET
OWNER: r Ud....6, /Ce,# tr4e-4S P't VeMSESSOR PARCEL NUMB
Proposed Building Use: !�j ,a a Building Inspector: Date:
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
Date Received By
111. All items have been submitted --------------------------------------------------------------------------------------
112. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------
❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- -------
E14. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. --------
❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------
❑ 6. Energy Design Compliance and supporting documentation. ----------------------------------------------------
❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---------------------------------------------------------
❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------
❑9. Manufactured Home data and installation instructions including Tie Down Specifications --------------------
1110.
------------------❑10. Fees of $-------------------------------------------------------------------------------------
1. Impact fees as shown on the attached schedule. ------------------------------------------------------------------
California Department of Forestry plan approval/fees.-E�------� ----�' L=v1
❑ Fl elevation certificate. ----------------------------------------------------------------------------------------
` tion and plot plan approval G1114- -Health Department. -------------------------------------------
1115.
------------------------------------------
❑15. City of Chico plumbing permit. -----------------------------------------------------------------------------------
❑ 16. Plot plan and business license approval from the City of Biggs. ----------------------------------------------
❑ 17. Planning approval for (A) Use: C> k, (B) Parking: --------------------------
❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, gal Parcel. -----------------------
1119.
----------------------
❑19. Encroachment Permit for driveway (construction approval prior to occupancy). ----------------------------
❑ 20. Pre -inspection for required Request to Building Inspector on
021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------
6-27-01 k
(Date)
022. Workers' Compensation carrier and policy number. -----------------------------------------------------------
❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - --------------------------------------
El 24. Letter of signature authorization. --------------------------------------------------------------------------------
❑ 25 . Recorded copy of Agricultural Acknowledgment Statement. --------------------------------------------------
❑ 26. Letter of intent on building use. -----------------------------------------------------------------------------------
❑27. Manufactured Home utility clearance. ---------------------------------------------------------------------------
+-
028. Existing violations and/or expired permits. -----------------------------------------------
-----------------------
❑29i 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $---------------
113
--------------
❑3 0. Other: --------
,� en you issue the ermit process as follows 11 Mail to owner, []Mail to contractor.
Telephone g�% ' 6 cl 9and hold for pickup at C`�� �' office. ❑ Deliver with inspector.
Applicant Date: ®T�
Copy of Haz- at form sent ❑ Health Department, ❑ Fire Department, ❑ Airollution D By:
Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By:
1. Index permit application for the above items numbered: k.. ❑ Plan Check List
2. Additional items required:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Di';vision counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Did n counter, by Date:
Plans reviewed by: Date: Plans approved by: Date: e- o
Sets of plans on hold mi WPlan Cabinet, ❑ A.P. folder. Note transfer by: Date: ---;:7— e
^=--=-=--
r
_.K
T0- Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
x., E.M. USE ONLY
Plot RonAttached
Floor Ron Attached
Sent to 8.0
oi- 15(p�'
C. &��f!i� fan a- 4,751 AA- ,Q-►► _ 6Z(o - 4 rd - 036
Owner Location AP#
Plan Approved for: Sewage Disposal Water Supply: Public Private Well
Clearance for�elliflg. _the �zrac-4� w/ rI�r�z n �a �S. j2�c�-�-���
Hold final for:
Final clearance O.K. for:
NOTE:
-�/ /3ec j- i G�i�/moi
Environmental Health Specialist Date
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT
SERVICES
`OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING
PN:
� C
ONE:
BUILDING PMT. #
OWNER:`rleSr� A) (
PHONE:
MAIL
ADDRESS:
ICJ L 4
SITE ADDRESS: 5 c
PROPOSED USE:
t
r
PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE
PRECEDE EACH COMMENT WITH RELATED QUESTION #) .
GENERAL INFORMATION:
1.
Is there a primary dwelling on the property?
Yes: k--
No:
2.
Is the structure already built, under construction, or under notice of code violation?
Yes:
No:
A--
-3.
3.
Will items produced in this building be offered for sale?
Yes:
No:
f/
4.
Will the public have access to this building?
Yes:
No:.
5.
Will any advertising, on or off site, be associated with the use of this building?
Yes:
No:
6.
Will this building be occupied at any time as a sleeping quarters?
Yes:
No:
✓
7.
Will this building be occupied at any time as an eating area?
Yes:
No:
t�
8.
Will this building be occupied at any time as a cooking area?
Yes:
No:
1/ .
9.
Will this building be occupied at any time as a living area?
Yes:
No:
SITE CONDITIONS:
10.
Is the structure foundation within 5' of septic tank or leach lines?
Yes: No:
11.
Is any portion of the proposed structure located closer than 20' to your front property line?
Yes:
No:
t/
12.
Do you plan to add a driveway or modify existing access to a county maintained road?
Yes:
No:
13.
Will the proposed structure encroach within any recorded easement?
Yes:
No:
✓�
CONSTRUCTION FEATURES:
14.
Will this building have insulated floor, walls, or ceiling?
Yes:
No:
15.
Will this building be heated or cooled?
Yes:
No:
16.
Will this building have a water closetttoilet?
Yes:
No:
17.
Will this building have a sink?
Yes:
No:
:�
18.
Will this building have a water heater?
Yes:
No:
ci
19.
What type of floor covering will the building have? �O t
20.
What type of wall covering will the building have? - S� E R yi,►)
L L
ADDITIONAL INFORMATION:
�� r1 � �.i L E �oiUi G ,•.
I hearby affirm under penalty of perjury the above infromation is true and correct. I understand that any changes to the use, or character of use, of this building will
require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale.
3 `
40WNEFVSATURE DATE OWNER'S SIGNATURE DATE
FOR DEPARTMENTAL USE '
REVIEWED BY: DATE:
II COMMENTS:
A
n 3 c-
0 > > 0 DESIGNED BY: JOB DESCRIPTION: JOB LOCATION:
m m z
"' z MP MAINZ
z o
lob Name: mainz Truss ID.TA-W Qty: 2 Drwg:UJU11661U5-UU1 I
=--== Joint Io t -i ===
1
0- 0- 0
20
0- 0- 0
2
2- 5- 0
21
2- 5- 0
3
3- 9- 0
22
3- 9- 0
4
5- 1- 0
23
5- 1- 0
5
6- 5- 0
24
6- 5- 0
S
7- 9- 0
25
7- 9- 0
pef
9- 1- 0
26
9- 1- 0
810-
5- 0
27
10- 5- 0
9
11- 9- 0
28
11- 9- 0
10
12- 6- 0
29
13- 3- 0
11
13- 3- 0
30
14- 0- 0
12
14- 7- 0
31
14- 7- 0
13
15-11- 0
32
15-11- 0
14
17- 3- 0
33
17- 3- 0
15
18- 7- 0
34
18- 7- 0
16
19-11- 0
35
19-11- 0
17
21- 3- 0
36
21- 3- 0
18
22- 7- 0
37
22- 7- 0
19
25- 0- 0
38
25- 0- 0
BC � ='''� 2x4' Il•I;J�#1 &tiBtr.
. �CB[}S[X 2x4 IBL SPl4�
PLATE VALUES PER ICBG REM*KH RETORT #1607.
Loaded for to PSF rr-n-conn urrat B:IL.
<It is assumed that one face of this truss
c is sheathed with pl CSB, Mood bceu:d
< si siding. If not,
< ,daiticnal loads oust be considered on
< rnrccntinnus be --g es.
FW use a<iaquate staples or gable blocks.
cable staxLs
may
lateral bracing. See
TYus%,a1,s gable bracing detail(s).
Lateral 1 in line with the chards )ave
not beet considered. unless rated other use.
These loads and their connections are the
responsibility of the b-ldirg d-igner.
T
4.5_15
T=0-3-15
Plating spec : ANSI/'rPI - 1995
MUS DESIGN IS THE C3AKSrIE RESULT OF
NIILTIPLE LOAD CASES.
BFARIM RII�JII�1 >EDfIs sYno ni are based CNLY
on the truss nnaterial at each bar -g.
PLATINZ BASED CN Q2EJ UM9ER VAL=-
2-52-5 0 2-8-0 2-8-0 2-8-0 2.10.0 1-8-0 2-8-0 2-8-0 3-9-0
2-5-0 3-1-0 7-9-0 10.5.0 13.3.0 15-11-0 18.7-0 21-3-0 25-0-0
12-6-0 12-6-0
1 2 3 4 5 6 7 8 9 1011 12 13 1415 X16 17 18 19
4.00 -4.001
siis truss is designed using the
LBC -97 male.
Bldg [-race = Yes, M7A 7c ne = I3c
11maic am/Ocean Idne = No , RT Categc¢Y = B
Bldg Length = 80.00ft, Bldg Width = 40.00ft,
Nit heigltt = 22.25ft, NPH = 75
Classificatirn = 4, Dead Iced = 21.0 psf
1 (�2- 2 -I -I -11 ��- -
�L S=UTl1�
20 21 22 23 24 23 26 27 28 Nr 3031 .f2 .r.r ,f4 f 36 37 38
2.5-0 2-8-0 2-8-0 2.8.0 2 -MO 2.X-0 ,2-X-0 2.8-0 3-9-0
15-0 5-1.0 7-9.0 10-5-0 Lf -J-0 15-11-0 18-7-0 21.3.0 ?t-0-0
TYPICAL PLATE, : 2.5-4 ' 6/15/2001
Truswal Systems Plates are 20 ga. unless shown by "13"(18 or OVER CONTINUOUS SUPPORT Scale: 5/32"•= 11
H"(16 ga.) , positioned per Joint Report. Circled plate:-, and
frame plates are ositio ed as shown above.
WARNING Rend all notes on this sheet and give a copy of it to the Erecting Contractor.
TBF: 66.7 WT: 112 #
WO: NmINZ
This design is for an individual building component not truss system. It has been based on specifications provided by the component m:utdacturer and done
Qom:
Custcmter Name;
in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be
D#LC a 10
gnr
da
verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this
TC Live 40.0 pef
DurFaes L-1.15 P-1.15
B L U SAR MFG
design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally
LLC
braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing matercd directly attached, unless otherwise noted.
TC Dead 11.0
Rep Mbr Bnd 1.15
®
Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that
pef
will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, insudl and brace this truss in
BC Live 0 psf
0-C-Spae4;ngr))jff2=f0T01!
Tk NWAL SYSTEMS
4445 Norrbpark Dr., Colo Springs, CO 80907
accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WI'CA F - Wood Truss Council of America Standard Design
'HIB
BC Dead 10.0 PS
P
Desi c UBC -97
4n �
Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91
SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and
Defl Ratio: 1+/360 TC: L/480
TpS. 0 Version T6.2.3
Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036.
FTOTAL 61.0 pef
job Name: mainz
Truss IWAI / Qty:,
16 Drw 2
BEG X-LC)C REACT SIZE RE2'D
1 0- 1-12 1829 3.50 1.95
'IC-259FL #1 & Btr.'(/
�BC 2x4,DFL-#1_&.Btr.,J
PI plating sig Ami -t - 1995
IIILS LESIIN IS 7HE CII�LSTIE RE= C F-
Mrs trues is designed using the
LBC -97 Qx7e-
Customer Name:
4&B 2x4 DFL SD*rARD
fv=PLE 1011) CASES.
Bld3 F7rlosed c = Yes, Etxl Zone =No
R-Ici/CbeEmt
2 24-10- 4 1829 3.50" 1.95"
PLATE VA= PER ICED r0E I KH REEZITT #1607.
FEARIIU 1�7II2]T1ESII5 sho rn aze based C NLY
H..txr Line = No , ESqu Catscy�y = B
IC FC�2CE AXL HID CSI
Leaded for to PSF xraz-e nt BQ3 I.
on the txuhss material at eadi bParirzJ.
Bldg I�gth 80.00ft, Bldg Width = 90.00ft,
1-2 -3617 -.20 .54 .74
TC Dead 11.0
PLPMI >; BASED CSI C3EEQ LL142M VAI.IES.
Mean zmf lteigt� = 22.25ft, N>ffi = 75
Cl��ssn = 4, Dead Lcad = 21.0 psf
ificatio
2-3 -3143 .09 .55 .65
pef
3-4 -3143 .09 .55 .65
BC Live . 0of
p-`i�
O C ae'T2- 0�0
TRUSWAL SYSTEMS
4445 Norhbpark Dr., Colo Springs. CO 90907
4-5 -3617 .20 .54 .74
Spec UBC
BC FCRC£ AXL HID CSI
BC Dead 10.01 pef
Design -97
6-7 3355 .48 .22 .70
afl Ratio: 14/360 7C: 14/480
TpS. 0 Version T6.2.3
7-8 2229 .32 .18 .50
ITOTAL 61.0 pef
8-9 2229 .32 .18 .50
9-10 3355 .48 .22 .70
WEB FCI3CE CSI IES 1. CSI
2-7 -688 .13 3-9 942 .42
3-7 942 .42 4-9 -688 .13
MAX CEFL@ ITC N (spare) •
L/999 IN MEM 7-8 (LSVE)
Lr- -.21" D= -.11" T= -.32"
---_= Joint Laations =----
1 0- 0- 0 6 0- 0- 0
2 6- 7-14 7 8- 7- 4
3 12- 6- 0 8 14- 0- 0
4 18- 4- 2 9 16- 4-12
6-7-14�
5-10-2� 5-I0-2 6-7-14
5 25- 0- 0 10 25- 0- 0
6-7-14
12-6-0 18-4-2 25-0-0
12-6-0
12-6-0
t 1 2
3 4 5
T
4-5-15
T=0-3-15
6 7 8 9 10
8-7-4 1 7-9-8 8-7-4
8-7-4 16-4-12 25-0-0
T
5-1-11
SHIP
?,OF ESS/()
M Ess `�tic�
9�
m
N C045-032 X D
n X5/2001
Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 5/32" = 1'
"H"(16 ga.), positioned per Joint Report. Circled plates and false
frame plates are positioned as shown above.
WARNING Read 11 notes on this sheet and give a copy of it to the Erecting Contractor.
TBF: 50.7 WT: e7 #
WO: MAINZ
®
This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done
Chk:
Customer Name:
in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to beDsgnr:
#LC - 10
da
verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this.
TC Live 40.0 pef
DurFacs L=1.15 P=1.15
B L U SAR MFG
design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is Literally
LLC
braced by the roof or floor sheathing and the bonom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted.
TC Dead 11.0
Rep Mbr 73rd 1.15
®
Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that
pef
will cause the moisture content of the wood to exceed 199 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in
BC Live . 0of
p-`i�
O C ae'T2- 0�0
TRUSWAL SYSTEMS
4445 Norhbpark Dr., Colo Springs. CO 90907
accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design
Spec UBC
Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIO -91) and 'HIB -91
BC Dead 10.01 pef
Design -97
SUMMARY SHEET' by TPI. The Truss Plate institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and
afl Ratio: 14/360 7C: 14/480
TpS. 0 Version T6.2.3
Paper Assoc tion (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036.
ITOTAL 61.0 pef
A
v 3 c-
0
o > > 0 DESIGNED BY: JOB DESCRIPTION: JOB LOCATION:
n m z
z N zo MP MAINZ
o ..
h
ob Name: mainz
===== Joint Ir t-ims =__==
1 0- 0- 0
20
0- 0- 0
2- 5- 0
21
2- 5- 0
3 3- 9- 0
22
3- 9- 0
4 5- 1- 0
23
5- 1- 0
5 6- 5- 0
24
6- 5- 0
5 7- 9- 0
25
7- 9- 0
9- 1- 0
26
9- 1- 0
10- 5- 0
27
10- 5- 0
5 11- 9- 0
28
11- 9- 0
10 12- 6- 0
29
13- 3- 0
11 13- 3- 0
30
14- 0- 0
12 14- 7- 0
31
14- 7- 0
13 15-11- 0
32
15-11- 0
14 17- 3- 0
33
17- 3- 0
15 18- 7- 0
34
18- 7- 0
16 19-11- 0
35
19-11- 0
17 21- 3- 0
36
21- 3- 0
18 22- 7- 0
37
22- 7- 0
19 25- 0- 0
38
25- 0- 0
TYPICAL PLATE; : 2.5-4
'BLUSAR MFG
525= LLC
TROSWAL SYSTEMS
4445 Northpark Dr., Colo Springs, CO 80907
Tp5.0 Version T6.2.3
2x4 DFL #1 &
BC
PLATE VALLIS FER ICBG Iii REPCRr #1607.
Loaded for 10 PSF rr- n -c rcurrent BCiI.
eit is aso- ed that cne face of this truss
c is sl Bathed with plidingCSB, Mood board
c si ar a. If not,
< addiitiaral loads must be cazsidered az
c ncrt-ccr in,n,a ty� ES.
May use adequate staples or gable blocks.
Cable studs nay rebus lateral bracirri. See
TYusvals ted cpL�le ksacing detail (s) .
Lateral leads .n line with the dards have
rlct been acmidered unless rated otherwise.
These leads and their oommctic a are the
reepcnssibiility of the building desigler.
T
4-5-15
T=4)-3-15
Truss ID -."A
plat=^gym spec ANSI/'rPI - 1995
IIILS IESIIN IS THE CCMCBrIE RESIIIZ OF
IV=PLE LOAD CASES.
EEARII,r, FdX7U]RII�NI" F1nnn are ba—ed C[IIY
ai the truss material at each baring.
PiAnN3 BASED CN GZEEN LLNIBEit VAiilcS .
2-52-50,2-&0 �.2-8-0 2-8-0 2-10-0 x.2-8-0,2-80.2.80 3-9-0
2.5-0 5-1.0 7-9-0 10.5.0 13.3.0 15.11-0 18-7-0 21-3.0 25-0-0
12-6-01 12-6-0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
�
oo -4 OO
2
This truss is designed using the
LBC -97 mcie.
Bldg Ficicsecl = Yes, fid Zare = No
H.nxic ane/Ocean Line = NoB
Bldg 80.o0ft, Bldg 41ic3th = 4a.00ft,
Mean roof heir = 22.25ft, MPH = 75
Clasp4icat'an = 4, Daad I cad = 21.0 psf
20 21 22 2! 24 21 26 27 28 29 30.11 32 JJ •r4 5 i6 •r7 JX
2-5-0 2-8-0 2-8-0 2-8-0 2-10-0 2-X-0 2.8-0 2-8-0 3-9-0
2-5-0 5-1-0 7-9-0 100-0 1? -?-0 15.1 LO /8-7.0 21:+-0 2S-u>•u
� t
Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT
H"(16 ga.), positioned per Joint Report. Circled platen and L'al*i
frame plates are,00sitioned as shown above.
WARNING Read all notes on this sheet and give a copy Of it to the Erecting Contractor. TBF: 66.7 WT: 112 #
'rho design is for an individual building component not truss system. It has been based on specifications provided by the connpunent m mufacturer and done ebk:
in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Degnr: #LC 10
verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this
design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TCILivevmKW40T0-pefa
braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly anached, unless otherwise noted.
Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 11.0 psf
will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf
accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA t' - Wood'rnuss Council of America Standard Design 1
Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (14113-91) and 'HIB -91 BC Dead 10.0 psf
SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and
Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. 1. TOTAL 61.0 ps f
O BOFESS/pH
�-' MES 9�Fti
sq ��
m
NO. 45982 M 9
Exp. 12/31/02
�
ONI F
leOP�\P
6/15/2001
Scale: 5/32"•= 1'
WO: MAINZ
Customer Name:
da
l DurFacs L=1.15 P=1.15
Rep Mbr End 1.15
Oj!C:rSpac:L—n -"2'0� 01•
Design Spec UBC -97
Daft Ratio: L/360 1C: L/480
job Name: mainz
Truss ID Al / - Qty:
16 Drwg:C001 166105 -002 --
EW, X -IOC REACT SIZE
1 0- 1-12 1829 3.50"
RET {TC 2x4 EFL #1 & Btr. `j _
1.95" IBC 2x4 DFL-#i,&.Btr..-!
PlaY�m spacV AMI/TPI - 1995
'II�IIS mrip�1 IS THE CaAFi1SrIE RESULT OF
This truss is designed using the
UC -97 Oo3e.
Custouher Name:
.
CTA 2x4 DFL SIA14DATO
=PLE LOAD CASES.
Bldg R -closed = Yes, 12:d Zcne = No
2 24-10- 4 1829 3.50"
1.95"
PLATE VAILES PER ICB7 1 I FMKFU #1607.
FEARIIT-' R11�III NIS sho rn are based EIDE
H=c�'ie/Ocean bine = No , E>� Category = B
TC FCFKE AXL, HID CSI
I for 10 PSF rim-en�nt Baa.
en the truss material at eaclt bearing.
B1d3 Iffxjth = 80.00ft, Bldg Width = 40.00ft,
1-2 -3617 .20 .54 .74
TC Dead 11.0
PLATIN BASED CN GEEN ILblFgii 2 VALLES.
Mean zoos heiglt- = 22.25ft, ME = 75
Classification = 4, Dead Load = X21.0 psf
2-3 -3143 .09 .55 .65
psf
3-4 -3143 .09 .55 .65
BC Live 0 psf
O-C-Spacing�2-�0-,10
TRUSWAL SYSTEMS
aaas Northpark Dr., Colo Springs, CO $0907
4-5 -3617 .20 .54 .74
BC Dead 10.01
�- �"'�
Deign Spec UBC -97
BC FMCS AXL HID CSI
psf
6-7 3355 .48 .22 .70
Defl Ratio: Lt%360 TC: 14/480
TpS. 0 Version T6.2.3
7-8 2229 .32 .18 .50
TOTAL 61.0 psf
8-9 2229 .32 .18 .50
9-10 3355 .48 .22 .70
WEB FMSE CSI WEB FCRCE
CSI
2-7 -688 .13 3-9 942 .42
3-7 942 .42 4-9 -688 .13
MAX f£FL=CN (span) '
L/999 IN PIER 7-8 (DIVE)
L= -.21" D= -.11" Z` -.32"
--__= Joint Lnratias =----
1 0- 0- 0 6 0- 0- 0
2 6- 7-14 7 8- 7- 4
3 12- 6- 0 8 14- 0- 0
4 18- 4- 2 9 16- 4-12
6-7-14�
5-10-2 5-11� 6-7-14
5 25- 0- 0 10 25- 0- 0
6-7-14
12-6-0 18-4-2 25-0-0
12-6-0
12-6-0
h l 2
�3 4 5
F-1- 00
-4.001
T
4-5-15
T=0-3-15
5-6
tt2
2�50_(-� -,
6 7 8 9 10
8-7-4 7-9-8 8-78-74
8-7-4 16-4-12 25-0-0
Exp. 12/3-1/02
�pFCCNI�
AL1
' n X5/2001
Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 5/32" = 11
"H"(16 ga.), positioned per Joint Report. Circled plates and false
frame plates are positionedasshown above.
WARNING Head 41, notes on this sheet and give a copy of it to the Erecting Contractor.
TBF: 50.7 WT: 87 #
WO: ldA3=
®
This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done
Cbk:
Custouher Name:
in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be
Dsgnr: #LC - 10
da
verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this.
TCiLi,9-40T-0ipsf=
.DurFaes L=1.15 P=1.15
B LU SAR MFGIbracedbythe
design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that (lie top chord is laterally
LLC
roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing nnaterial directly attached, unless otherwise noted.
TC Dead 11.0
Rep D1br Bnd 1.15
®
Bracing shown is for lateral support of components members only to reduce buckling length. This component shill not be placed in any environment that
psf
will cause the moisture content of the wood to exceed 197 and/or cause connector plate corrosion. Fabricate, handle, install and brace dais truss in
BC Live 0 psf
O-C-Spacing�2-�0-,10
TRUSWAL SYSTEMS
aaas Northpark Dr., Colo Springs, CO $0907
accordance with the following standards: DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design
'HIB
BC Dead 10.01
�- �"'�
Deign Spec UBC -97
Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91
psf
SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and
Defl Ratio: Lt%360 TC: 14/480
TpS. 0 Version T6.2.3
Paper Assoc tion (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036.
TOTAL 61.0 psf
0
d'
0
04
G 11
N C
O 1p
N N
0
0
a)
E
UO
on
PLANNING DiVISI,i,-�i_
.. I .. u,,�_._..._... _ ..... J At
Use:
MM
�O!
p Cj)m O
PROJECT -
X Q *5 0r11
.................
—
N N
C � � � a
N Q
:
.....................;......
cc
Signature:
......:...............
0
C
O M
O
`
L�I
C)
• A
p YTS
/I
V ^
C M �
-/AIS
L_ N
O o
Q u)=
c
cca
W Q
=
0 a
IT PLAN
i
,JG NSI
edolS lejauaE)
Z
r-------------- -
I
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/THE 2001 CBC, CMC, CPC, CALIFORNIA CODE of
2,004 CEC, AND 2005 REGULATIONS TITLE 25
CALIFORNIA ENERGY STANDARDS REQUIREMENTS AS AMENDED
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