HomeMy WebLinkAbout047-740-015- f
BUTTE COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORM
.CHICO AREA RECREATION AND PARK -DISTRICT
Assessor Parcel Number(s)
Property Owner
Project Location/Address 13 7,53— L../JUV%34:eG Com-
Subdivision 1,6 j SANT' l%/A//r JLot Number(s).
Residential Development: (check one)
_V Nenew Development _Alteration/Addition Mobilehome(s) Non -Residential
to Residential
Total Number of Dwelling Units
Comment: y G1 1/0 LI SZ
uilding Department R resentative 6ate
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Chico Area Recreation and Park District(CARD) certifies.that
70
(Applicant Name) (Phone Number)
977
^` (Street Address)
CA9as
(City) (State) (Zip. Code)
has complied with the requirements of Butte Co. Resolution No. 90-140 by
payment for I dwelling units @ $1,189 for total.payment of $.1169
f
CARD Representative Date
PAID BY CHECK NO. { REMARKS:
BANK NO. ��o _3S Ulfa .
PAID BY CASH
RECEIPT NO
10/07/02 06154 12:00PM XXYTOTAL $1189.00
Distribution: White --Applicant Yellow --Butte Co. Building Dept.
Pink --CARD Goldenrod --City of Chico Building Dept.
park.fee (form revised 11/90)
I
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.F
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
` (One form per Building)
School District 0, c o ! Building Department aliment No.
A.P. Number oT-7- 7* _D/( Jurisdiction: City County
Property Owner a y -,Pjt,O & et-
t
It
Property Location/Address
Subdivision
Lot No.
I
Residential Development
.......................................................................
.....................
€
.
Sq. Footage
0
'
No of Living Mobile Home
Addition/
Supplemental to
(Group R)
Units Installation
Conversion
Permit #
.............................................................
*(No foundation inspection):
....................................
Commercial/Indus£rial;
'+
'6q. Footage
New Addition
(Including Exterior
•
Roofed Areas)
2
Building Department Representative
F (Floor Plans
�reviewed by School District
+` .r District Identification No. V �-1 T
f h
e School District certifies that
� V O
,rl-7ix)oot( a,4td
�_(Street Address)
IA I /
(City)
has complied with the requirements of Resolution No.
representing 3��v 7 square feet.
School District Represe tptive Il
F ,
by Check # Remarks:
C
- Date
(Applicant)
Number)
(State) �r, (Zip Code)
`' by payment of $ (4
AB 2926 $
i FULL MITIGATION $
i
Date
Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with
Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
yo'u from challenging the imposition of the fees in any court action.
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is
notified by the applicable Local Planning/Agency that this project is -being reviewed under the California Environmental Quality Act (CEQA),
this project may be subject to additional school fees to fully mitigate its impact on the school district's schools.
White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm
k
2"PRE55URE LOT 14
b.
PLOT PLAN A
eo
,v SCALE-- I"- So' -o'
1 0'PUI5LIr-
NORTH
EASEMENT 25'-Oo 12'-0"
EX15TINa INEL 24'- 1 1 5/4"
0. 10"
51-100 -Jot 5 1 V-4" 12'-0"
A 12,-11 5/4"
r
0///Z 2--b- 51-10 - --------- op it -2" '-10'
5 -5 5/4"
4
EXIS ThN6 Z
PRIVEA Aohy�/�
ice LINE
4*X4'1&05T
(D
ID HIM
ZZ - -- ---%
Job
^ATER LINE ZZ :z - �, - - --- -1 1 - iqr
Z 71 1:_1 SHELF 4 POLE SHELF 4 POLE 3 1 /5" X q* 24F -V4 &LU LAM BEAM 2s $
ZI 7 42"AALK HALF
ELECTRICAL CLOSET CLOSET LITE HS
R
\y� __,-AIIP PHONE U---1- LAUNDRY
LINES Bob& 501526 FORMICA 01
TRAY SINK 4
51 -PASS DOORS W-4" TOP 01151*05AL
I
10) VENT
-ATER Y41TH P.T.
I 3D 40 GAL- 6AS ^ATER HE
b LOT 15; TO :x NOTE: MAXIMUM OF 10 0
r VALVE AITH P15CHAR6E TO OUT51PE 7 1
1 IA/ 5E15MIr- STRAPS TOP AND BOTTOM. 0.5.Al k I CE SOFT OF COUNTER 5rA(:' E. 0
F. X 15 T I N (5 0.cf 1 ACRE5 VENT THR.0 ROOF. DRYER I x \0 cc
SPACE I OREr=zgY4AY - -
PIA5HER 4"
FUTURE CONCRETE SLAB FLOOR 0 0
20'X 4a SPACE MOvIDE I iov
10 \ /POOL
RESIDENCE 0 OUTLET, LK -HT 4
SERVICE OOL 041 a I
T-4 3 5NITC114 FOR ATTIC,
HOUSF- x
EASEMENT E) MOUNTED F.AU.
7) . .....
PROPOSED - - - - - - - - - - CARrIET FLOOR
POOL 2 cy SEE DETAIL
HOUSE x F.A-U. NOTE: PROVIDE LU26 HANGERS
A 26rboa- INSTALLATION
1 AT J015T CONNECTION V41TH
Ik FOR
L05ET' -- - - - - - - 5T 15 STRAP BELOiN
L16HT ON t) TRANSOM
Zzz v +413 MOTION 5 1 IWX 14"24F -V4 m
% 4 C -LU LAM 13EAM ININPOA 4"X4"
!L DETECTOR SHELF 4 POLE 4*X4"PO5T
ABOVE POST
- - - - - - - - - - - - --
14- In 1 5 5 1 IWX 15 1/2* 24F -V4 61-V LAM BEAM r 5 1/2" X C1 1/4"LVL
4"W
i4 *&ARAGF-C3 HALF I a
P05T-'�'- 6c* /LITE la i- I 22-xS0-
CONCRETE SLAB FLOOR m1mmum kO
f DOOR ST ATTIC, rj JU tu
EX15TINC7 5E^ER L
Lu ACCESS IL 13
1"H
EXISTING RAAB= *P141
EB3 TH <
SYSTEM 2"PKa55URE < FIN15HEP 6ARArsE Po6R OPENING NOTE: PROVIDE VINYL FLOO tri
tp CONNECT TO Lu To BE 1'5HORTF-M IN HF-16HT 4 2- LU26 HANGERS R
SEAER CONNECr \EXISTING 5E^ER a: I L ts) 0
'03 -j NARROAER THAN)NIOTH OF GARAGE AT JOIST SAFETY &L E FORMIlf P �* �) a - ci
> DOOR SIZE. CONNECTioN AT.'' kL
10 2 F-XTEN510N LOT 1 (o ER ENTRY
FF
711 11 A
AITH 5T 15 tu TILE FLOOR
C3 NO
CHICOP CALFC, r- J57ARA6F- POOR O!"ENER - STRAP 5r:LOPi o 0 y
-40 E) -Z
w
6UE5T ROOMS AND HA51TADLE ROOMS SHALL
CE %
50LIP BLOCKING x
HAVE NATURAL LIGHT EGUAL TO 10% OF THE "HEI
FLOOR AREA AND NATURAL VENTILATION F-OUAL COMPOSITION ROOFING PROVIDE
504:)LO ac 50
To 5% OF THE FLOOR AREA. (SEC 1203, U.B.C.) PITCH'7 12 AT CENTER OF POOR FROM 14- 1
>
HEAVER TO A MINIMUM OF I
e,,e IL
'I 1 -1.1 - - L. r -
g 14- A50VE TOP OF POOR.
COMPOSITION ROOFIN6
-Klly.�
Lu
'y
__j
0[
T -
CONCRETE SLAB FLOOR
V SUB PANEL\
f
ml
I't ", 'ER CONNEr
�-,T 'pX1 T
J', - 4
B3,
1. . I 1-h O^NSP &UTTER CONNECTED T POST AT MID SPAN 6"PO5T
.y T OUTS M 6"xb
OPNIN51"OUTS (NOT SHOP
We
MSTC40 \Ilk
=17
5LIVIN6 6LA55
6LA55 BREEZE^AY
kNINPOkN
5 COAT WX6.
STUCCO
5 COAT STUCCO P05T - GLASS
TYPICAL ^INVOA
1.+ CK ZTa4o 5 1 IWX 12 24F -V4 rvLU LAM BEAM 5 1 /5* X 12 24F -V4 6LU LAM BEAM
GLASS MMMM - -- -- - -- -- - -- - --- - -- --.- -- - -- - -- - --
OVERHEAD
-3 01 5/4"
CVARA&E EXTERIOR PLASTER
5 COAT STUC DOOR SHALL HAVE )NEEF" 111-00
MEMMEM 5CREEZ15 PER U.B.C. 4'-A-
SEa 2506.5.
ExTERIOR PLASTER SHALL -5 5/4"
HAVE AEEP SCREWS PER HOLD TOP OF ALL AINOOPiS AT THE BRACED AALL PANELS
U.B.C. SEC 2 506.5. FRONT ELEVATI���] SAME HEIGHT AS WPOOR5 - TYPICAL UEFT!51PE ELEVATION e-01-0 514" E-NARONMIENTAI HEALTH
UNLE55 OTHF-1"15F- NOTED.
SCALE: 1 /&"- l' -O" SCALE: 1/15'- V-0" '?/W THICK S -COAT STUCCO ON 5TU05 1 b"6/4. MIN. LENGTH
LOOR FL SEP 10 A 0) 4--0-
15ATT INSULATION PER EXTERIOR FINISH LF 1
SCALE; 1/4- V -O' 1/2"OY!"". 51;p. nITH 5d COOLER NAILS AT *7- 01C, AT ALL
ENER6Y CALC5. PER PLAN INTERJOR INTERIOR ROOF PLYAOOP CHICO CAUPORNIA 5TUP5 ANP E06E5. MIN. LENGTH 5'-0-. 4--0- IF APPLIED TO
FIN15H FIN15H NOTE: L E30TH SIDES.
INTERIOR AS 5 0 4'-o' cc/C. - TYPICAL HEADER
FIN15H PRE55URE TREATEI:P SILL KTH
EXTERIOR FINISH PROVIDE INSULATION TYPICAL - UNLF-55 4'x6"V.F.* 1 UNLESS OTHERA15E NOTED 315"CD-X rLYr4OOp AITH 5d NAILS AT 6"C,14� EP6E NAIL,
112'Vlok X 12"ANCHOR BOLTS 2"Xb* (Or ZX47) 2'x45TV05 AT I Wc.1c. BAFFLES 0 SCREENED OTHERY415E NOTED .
PER PLAN AT V 61r, AND 12- MAXIMUM STUDS AT 16'41c. 12"cic FIELD. NAIL BLOCK ALL PANEL F-PGE5.5TUP5 16'
VxW(ctr 2'X4") FROM EN05 YI(ITH 2* X 2- X 5/ 16- EAVE VENTS. c1c.", IN. LENGTH 4'-o".
STUDS AT 16'cla APPROVED ANCHORS AT
PRESSURE TREATED SILL PNITH PLATE ^A5HER5 - TYPICAL. 52* C-16 IN MF-5SURE 50LIP 5LOCKIN45 - 315"l:;P-X PLY^OOP INITH 5d NAILS AT JEW C.14: EDGE NAIL.
1/2"VIA. X 12" ANCHOR E30LTS Is, I MINIMUM DROP TREATED etiu- COLD OMIT 0 V C.4;
VCIC, AND 12" MAXIMUM FRO HOLP REBAR A MINIMUM OF 4" JOINT HOLD RE5AR A tufta C 12"C-ec, FIELD, NAIL BLOCK ALL E06E5,(5) 1/2" VIA.
M COLP HOLD REDAR A UNDER TOP OF FOOTIN MINIMUM OF 4* UNDER C-Vm�m ANC OR BOLTS. PH1'.;12'5 EACH END, MIN. LENGTH 2--W.
ENDS IoNITH 2"X 2"X 5/16"PLATE JOINT MINIMUM OF 4"UNPER Orp I IONAL 1/2'FELTSTRIIP, TOP OF FOOTING. FASCIA CrUrTER
- TYPICAL. q_,7.jF
^A51-IEK5 FIN115HF-P IS 3 (5UE5T ROOMS AND HABITABLE ROOMS SHALL
TOP OF FOOTIN6. 4* CONCRETE SLAB 4' CONCRETE SLAB
GRAPE HAVE NATURAL L16HT EOUAL 1-0 10% 6F THE CIOMP051TION ROOFING
FIN15HEE7
4'r-ONCRETE SLAB FLOOR AREA AND NATURAL VENTILATION EOUAL
7 TO 5% OF THE FLOOR AREA PITCH 1 12
(SEC 1263. u
ROOFING MEMBERS - �0 "A,#
NAt I URN -
Jill
;e (5R'AVEL FILL &RAVE 4'6RAVEL FILL
Lit
81 1; 2-X4- 5TUP5 L ',�J
-A call "L
4"6RAVEL FILL f-11 AT 16-c/c. I f
I 51PIN(5 PER NI
gjf
NATURAL PLAN COMPOSITION ROOFING SPOUT!
(SRAVE CONT. *4 REBAR TOP 4 PITCH '1 12
50TTOM UNLE55 OTHERJAIME
CONT. 04 RESAR TOP 4
Y
NATURAL/ -4 50TTOM UNLESS OTHr N'
NOTED ON PLAN.
CONT. #4 RE15AR Tor 06
6RAVE IN. 50TTOM UNLESS OTHERft5E -.0 NOTED ON PLAN. E -AVE DETAIL 5LIPIN6
14 1 41
UNP15TUmBEP UNDISTURBED, 2 6UTTER CONNE(�.TEP T 2-xS-,
NOTED ON PLAN. 501L L "jL
501L DO)NN510OUT5 (NOT 5HOAN) GLASS
5CALF-: 1/2*- V-0' 'Ile --, t
UNDI5TUR5EV/ 12" !TT I I AINPOY'45
HALF
SOIL 5REEZEV4AY
12" LITE
OP 5 (:,OAT STUCCO
SLIDING 5 COAT STUCCO DOOR
6LA55
- Dii- TYPICAL (50ARA&F- FOOTIN6 INTERIOR FOOTIN(S
AINPOPkI
TYPIOAL PERIMETER FOOTIN6 SCALE: 1/2'- 1�-O" SCALE: 1/2"- V-0'
5T 15 EACH 6"W 1005T - TYPICAL 5 COATSTUCCO
SCALE: 1/2'- V-0" RAFTER 2"X5" RIP&E EXTERIOR PLASTER SHALL PROVIDE EACH BEDROOM INITH ONE
HAVE YXEEP SrRF-FIP5 PER ININPOyi kNITH MINIMUM OPENING
45'SOUARE (5) 1 bd U.B.C. 5ECo 2506.5. DIMEN51ON OF 24"HIOH BY 20")NIPE, REAR ELEVATI
/CONCRETEPAD SJ;q--jIS/4" (5) 1 bd NAILS 5.7 5OFT AREA, ANP 44- MAXIMUM
NAILS \� EXTERIOR PLASTER SHALL HAVE Y4r SILL NE16HT. (U.B.0 SCALE: I /W V-0"
24'- 1 1 5/4" 2"WRAFTER.5 SCREWS PER U.5.C. SEC 2506.5. =E?P .510.4)
OPENING FOR Z-b"POOR ZAT 24* C/a
2"x6"PURLIN
FRI(:5HT5IDE ELEVATI
2,x6, SCALE: 1/5'- I' -V`
13RACES
6" 5TEM)NALL,:�� AT 40'Cle,
ROOF PLY
6d
NAII-5 2"X6* CEILINC,
J015T5 AT 16"cli: 2'xib"CEILINCv NAILS 1 11b'X 1 I/WANGLE
r2-� JOISTS AT 16"cle- PI/ (2) 1/4"X.2* LONG
z LAC, BOLTS INTO TOP
4 4'r-ONCRETE 5LA5 q, PLATE
-1 N""�VXITH 6x& 10/ 10 JONIRE 0 THREADED Vxb" DK
OPENING /15-\ 1.: .1 HEIiSHT ROOF ROO TYPICAL. 2'X6* PURLIN
FOR 2'-f5' OVER ROCK BASE 0 RAFTERS
I I . '. t4 MEM5ER5 5 deg + Al- 24- c/c, FITCH -7 12
DOOR 4"Xb'HF-ADER,-- 2*x6* BRACES
4"WHEAoER > FITCH '7 1:2 CK
4"aONCRETE SLAB PROVIDE Sr 15 STRAP AT 46"41c,
I FOR, ED
\^ITH &X6 10/1 A AT DI5CONT1NUW
5040 AINPOA 4*Xb' 4090 AINPOPI SEISMIC <
I A5E HEADER CEILINiSp JOISTS A I fRpl NIT RESTRAINTS (4) 2'x'l 0-
0 IRE\ IV(SE
OVER ROCK 5 24"50 x 12'PEEr DIRECTIONS.
Y442) 04 EACH )NAY 5 11WX 12*
24 F -V4 6LB
L POOR Y41TH 1 1/51X I i1b* _7
ANGLE P41 NUTS
OPENING 6*x6'PO5T TRANSOM 4 AA5HER5. 2-x6" 4-X4' I'CIN
FOR 1 cv 4"CONCRETE 5LA15 24"50 x 12"PtEf- PlINDOA RAFTERS PP05T 2'xb"
POOR AT 24* c.1c. r RIDGE 2"xrp*
INITH bX& 10/ 10 A/(2) 04 EACH �1AY 1. FURNACE SHALL BE LOCATED Y41THIN 20' OF THE ATTIC ACCESS. RAFTERS
--A
AT 24"c./c.
OVER KOCK BASE 30'50 x 12* PEEr r SIMPSON 2X4'ST'V5 AT 1 6'cic 2. PROVIDE A P(ORK PLATFORM 30'AIDE IN FRONT OF THE ENTIRE
*4 F-ACH?XAY FIREBOX 510E -
P566 POST
S. PROVIDE PERMANENT ELECTRICAL OUTLET. A LIGHT 5ftTCHE0 xb'
7 -
BASE 4"CONCRETE SLAB AT THE ATTIC ACCESS. ANP A FUEL 6A5 STUB SHALL BE PROVIDED
2'x6" PURLIN
2 NEAR THE FURNACE. RAFTERS 2"xb" 2 WDRACE5
AT24"c1c. RAFTERS AT 4b"r-lc + >
SV- 1 1 5/4- 1\ AT 24* cle,
5M'-1 1 S/4" PITCH '7
4"ROCK BASE F.A.U. MOUNTIN6 <
SEE DETAIL 2/1 --l"Ej,
r\ --6--x6- P05T5 INITH P0&6 P05T SEE DETAIL 1 1 SCALE: 1/2*- 1* -V
FOUNDATION P.I..A N� -1_j BASE AT EOUAL SPACES SEE DETAIL 1 1 �j V
v
SCALE: 1/0"- i' -o' 15EG-TION A
SCALE. 1/4"- 1`-0"
PLAN]
SCALE. 1/5". V-0"
REVISIONS, i5y
ARC,H V PRINT
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LIVEA5LI!
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GARAGE
4 -70.-T 5qFt
PATIO
PATE:
q/q/2003
5CALE:
BHOM @ PLAN
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NOUN
COPYRICwHT 2005