HomeMy WebLinkAbout030-500-021BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One form per. Building)
�`
School District �rJY 1 t i Building Department No.
A.P. Number V e) I Jurisdiction: City County
Property Owner
Property Location
Subdivision
Lot No.
Deed Restricted Sq. Footage
(Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document)
Commercial/Industrial 0 Q
New Addition
Building Department
Di nct Identification No. 060180
V A�Cj -School District certifies that
L
Sq. Footage
(Including Exterior
Roofed Areas)
D.a.%-o p
Date
(Applicant) V
.5&(..-9q y4.
(Street Address) (Phone Number)
mv_(�s"
(City)
(State)
has complied with the requirements.of Resolution No.
(Zip Code)
by payment of $b (.,U
representing (I 2- t D square feet.B 2926 $
tULL MITIGATION $
School District Representative Date
Paid by Check # �
Remarks:
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 Iiia date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the Imposition of the fees In any court action.
M, 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 mltlgate its Inrpa1, on the school districts schools.
White (school district), Yellow (building department), Pink (applicant) feefonn.xis (31 SWnm
f
M
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 WILL BE REQUIRED AT TIME OFAPPLICATION
Website: www.buttecounty.net/dds
"PLEASE PRINT CLEARLY"
APPLICANT SIGNATURE
X Dkgrf,S
For office use only:
OWNER INFORMATION
Last NameFirst
r r, S
Name
tj
Address
93 Zn j( -e-
r V r e—
City G kSlate
Type Const.
C Zip 9S
Phone �
9
Fax 9ey
E-mail
E-mail
APPLICANT SIGNATURE
X Dkgrf,S
For office use only:
CONTRACTOR
Name
r r, S
Address
PJ
Address
r V r e—
city
Type Const.
City ., ,Z .
State,
Zip S
Phone
9 �� O Fax 5 6 6 q4U
E-mail
Lic. #
Class
APPLICANT SIGNATURE
X Dkgrf,S
For office use only:
APPLICANT INFORMATION
Name
r r, S
Address
PJ
I Yes
r V r e—
city
Type Const.
State,
Zip Cj S
Phone s
Q ,,�s
Faxes R Q
E-mail
APPLICANT SIGNATURE
X Dkgrf,S
For office use only:
Zoning
Flood Zone
SRA
I Yes
o
Occ.
Type Const.
Subdivision Name Map
Book
Page
Lot #
Planner
Date Approved:
OVER FOR SUBMITTAL REQUIREMENTS
PERMIT
NO.
Q& -60t
BIN #
LENDING AGENCY
Name
Address
Description or Scope of Work:
Sq FT= Livingcrag _ j,
Open Cov
❑Proposed Change of Occupancy
(Note previous use):
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one
year after the date of application. In order to renew action on an
application after expiration, a new application, plans and fee will be
required.
REQUEST FOR REFUNDS
Refunds can only be made upon written request by the person who
paid the fee. The request must be made prior to the expiration of the
permit and no construction work has been done. Filing fees, plan
check fees for work plan checked and other department costs are not
refundable.
Received by' Amount: o % qfqZ4 Bldg
/_ SRA
Receipt #: �(p�ry Sheriff
SMIP
Other
Date: s-� �+
.�— 11 Yi l �.�Y Total
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1
A
C Z, ULA 'IONS.
C
STUDS @ 16 O.C.
AT MARRIAGE LINE.
GE NERAL CONDITIONS
an permits from all governing agencies.
1-1 The Builder is responsible for obtaining all necessary approvals d
P PP P 9 9 9
9 Y
1
FA TURED HO ME BY
MANU C
1.
4 x 6"x 16 SUPPORTS
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1
A
C Z, ULA 'IONS.
C
STUDS @ 16 O.C.
AT MARRIAGE LINE.
1
an permits from all governing agencies.
1-1 The Builder is responsible for obtaining all necessary approvals d
P PP P 9 9 9
9 Y
IRED
N GROUT REQUIRED
NO O Q
1500
'OTHERS0
: • 1
SOUTHERN PINE OR
2000
with
Streamline is not the Engineer of Record for. the project. The Builder is responsible for coordinating
2001 CALIFORNIA A 'BUILDING CODE:
2.
8d G ALV.6 O.C.O.C.ED EDGES
16
HEM FIR.
: BUILDING ` 1, PSF
WEIGHT OF BU LDIN W T ) = 4
other trades and scheduling inspections. All work as subject to Building Department field inspector'sapproval.
i fStreamlineEn meenn to venf the accurac of the design criteria.
It as not the res ons blit o
YEngineering Y_
9
PYn
� _
PER DETAIL
,--
8d 6 / 12 INTO
@
5 H
1-2 The Builder shall verifyall dimensions details and job site conditions prior .to commencing work and
• • , 1 P 9
5000
3
4 TOP PLATE
2X O
0 2.
` n
MIN.. 4 THICK PIER CAP
3/ C
N
cp r7
an discrepancies. ancie before purchasing materials labor.
notify the Engineer an wntm of ascr s. h n
Y9 Y P P 9 9
•
PER DETAIL'
2
30
34
HEM FIR OR SOUTHERN
HEM - FIR
X000
ods shall be in strict conformance with the applicable provisions of the 2001. CBC
1 3 All construction and meth c PP P
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reference only.
Y
11
2O.C.4. SINKER 1 O
16d S @
•
8.
UNDISTURBED SOIL
•
and the latest edition of the UMC UPC NEC,and applicable Municipal, State and Federal regulations
PP P 9
s
40
..:FILL'ONE PAIR OF OPPOSITE
�/�
DETAIL A
PINE.
1-10 esa n and installation shall be in accordance with the Fuqua Homes installation manual. The builder shall
I lead
i HA safety standards. The Builder shall provide al measures to protect people n
including OS yy
9 P Y P P P
duan
-
5.
R AL WITH
3/8 CDX O EQUAL
PER DETAIL
13,000
36
property construction..
P Y 9
LATERAL FORCE . PERPENDICULAR TO RIDGE.
4
1 HARDI
8d 6 /12 OR 5/16-
3.
LID CONCRETE
MIN.2 SO CO
9.
- a responsible for the foundation design only. -Should an changes be made from the design
a 4 The Engineer as 9 Y Y 9 9
9 •
PA NEL SIDING WITH 8d HOT
IN DETAIL A WITH GROUT
CAP BLOCK.
, ..... ;
as specified in these drawings without written approval the Engineer, then Engineer wall assume
9 PP 9 9
W/SPACING PER TA BLE II
WIND FORCE P windiLbd9/2 ) tHnd e Hbld9' 2 )
=no responsibility for any element of the structure.
AND REBAR
o'
DIPPED GALVANIZED NAILS
4.
HOLLOW CORE CON RETE
_
D -
15Add,t,onal plans isite" Ian roof drainage, plumbing, heating and ventilation mechanical,mfg. home etc.)
N THIS HE ET WITH:
O SS
;
@6 /12 INSTALL PER MFG.
by others, unless otherwise noted or indicated on she drawings.
`any elements represented b thisplan,-he should contact the engineer beforeproceeding.=
construct Y P Y 9
N
O
2
BLOCK W/ CELLS VERTICAL-
a
- r 's responsible preventing water infiltration into the building through the roof, walls or floor. 1
6 .:The Builder i r P P 9 9 9 , ,
6
CONCRETE FOOTING
CO C 00
, ,
F UNDATION:
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' ermine if the structure is an a .flood lain & notify the engineer in
The contractor or owner shall det
1 7 Thn P Y 9
X
6.
71.
2X 4 PONY WALL WITH
3 5.
FOR H LESS THAN 48
O E
W L PER TABLE
WITH & I
writing if it is. Thefoundationis not designed to resist the effects of _flooding.
.
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STRUCTURAL
A
C Z, ULA 'IONS.
C
STUDS @ 16 O.C.
-
FOUNDATION ANCHORAGE FOR SINGLE
1
2
0
IRED
N GROUT REQUIRED
NO O Q
1500
•
FAMILY RESIDENCE CE 'BASE D ON THE
Building design criteria i.e. snow load wind speed/exposure, seismic zone etc. is determined b others.
_1_8 Bu 9 ) Y
- �
2000
'7
2001 CALIFORNIA A 'BUILDING CODE:
PER DETAIL:
2500,
16
23
: BUILDING ` 1, PSF
WEIGHT OF BU LDIN W T ) = 4
3000
i fStreamlineEn meenn to venf the accurac of the design criteria.
It as not the res ons blit o
YEngineering Y_
9
PYn
� _
PER DETAIL
4000
8d 6 / 12 INTO
@
5 H
4
5000
> 4
FOR H OREQUAL TO 8
_
;:.., 1
_ f
- 1 9 The contractor shall not finished dimensions b scaling from the lans.'Scales shown -are or
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cp r7
FG)
PER DETAIL'
TE ILL
PRESSURE TREATED S
30
34
PER DETAIL
X000
329$ '
36ff
reference only.
Y
s000
•
8.
UNDISTURBED SOIL
10,000
s
40
..:FILL'ONE PAIR OF OPPOSITE
11,000
3 6
1-10 esa n and installation shall be in accordance with the Fuqua Homes installation manual. The builder shall
PER `DETAIL
-
»
36
48
PER DETAIL
13,000
36
CORNER CELLSASSH WN
LATERAL FORCE . PERPENDICULAR TO RIDGE.
N.T.S.
-
be responsible for following proper set-up Procedures.
I
9.
1/2nX 10IANCHOR BOLT
IN DETAIL A WITH GROUT
R-30 (OPTIONAL) 2.0 PSF
, ..... ;
_
1 11 r o specific detail as shown the construction shall be similar or identical to that indicated for -like
Where n P ,
W/SPACING PER TA BLE II
WIND FORCE P windiLbd9/2 ) tHnd e Hbld9' 2 )
5/8" :GYPSUM WALLBOARD 3.2 PSF
AND REBAR
o'
:...
o ..
areas on the project m accordance with relevant building".codes. If the builder is not clear on how to
P J
_JVwind
_
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N THIS HE ET WITH:
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;
d
`any elements represented b thisplan,-he should contact the engineer beforeproceeding.=
construct Y P Y 9
N
--
I
_ a
DEAD LOAD 14.0 PSF•
n n
2 X 2 X 3/16"..STEEL WASHER
a
6
CONCRETE FOOTING
CO C 00
, ,
F UNDATION:
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_
A
0
W L PER TABLE
WITH & I
<.
ABs acin = 32 in MAXIMUM.
P 9
10 .
4 TOP AND BOTTOM U.O.N.
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FLOOR PLAN "
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responsible or locating all buried objects that may be encountered but that are no shown
2 1 The Builder as res on a f t
P 9 J Y
LATERAL FORCE PARALLEL TO RIDGE
10
LATERAL LOADS:
'WIND FORCE: Vwind= Pwind*WbI d9/2 �Hrid e - Hbld9/2 )
2.5. 0.164 W FOR LIGHT
SEISMIC: 0.36 W =
e Ice o nengineered d o non ex ansave
ese Ions. The foundation as designed to b placed n a a o
on these P 9 PP P
FRAMED SH EARWALLS-'
L
W
7.
#4 REBAR
12
-1
.,
•_
soil. a Builder shall notify the Engineer in writing of an unusual. soil conditions such as organic sol s
s Th,
Y 9 9 Y
WHERE R = 5.5
6 MAX
-
SOL'PROFILE _ Sd FOR STIFF SOIL
a
expansiveYsoil clay, or uncertified fills are found at the site.
ANCHOR BOLT SPACINGING (ABspacing) 0.760K BOLT Wbld 9/ V
Ca = 0.36 PER CBC TABLE 16-Qacrn
Bs = 6 0 in. MAXIMUM
A P 9
,2 r e Building efore ncrete as poured. ,
-2 All excavations shall be in ected and approved b th Bu id b co
P 9
p P Y
Engineered fall may be used° as existing rade . provided compaction tests are resented to the Engineer
9 Y 9 9 P P P 9
v,
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_
: NET FORCE 0.245 W 1.4= 0.175 W
_
-
.n
indicating a minimum compaction of 90% relative compaction per ASTM 1557. Fall material shall be free
I
endix
from debris, vegetation, and otherforeign substances. Cuts and fills are to conform with CBC Appendix
,
3312 and 3313.
2-3drainageBuilder is responsibleonsable for providing behind all retaining walls such that water can not accumulate
walls.
FOOTING
DETAIL
N.T.S.behind
6
MARRIAGE LINE
SUO
N.T.S.
4
"
_I
2-4 All finished rade shall slope ataminimum slope of 2% away from all foundations a minimum of 5 feet.
•
- rdeterminingt e exac loc tion of all anchor bolts prior to
_ 2 5 ,The Contractor shall be responsible for h t a
placement of concrete.
, , I
2-6 Anchor bolts o be 1 2" diameter x 7 minimum embedment into concrete spaced per plan. Bolts shall
t r late.:
- be located within 12 of each end of 2x sill late with a minimum of two anchorbolts e sill
P P P
1.
RED HOME BY
MANUFACTU O
1:
SIDING R TRIM
FINISH S G O
`
_. ,
n »_ n
have 2 2 x 3/16" steel; washer. _
Anchor bolts shallx
HER
OT S
2.
4x4 DF BLOCKING
I
2-7 Foundations supporting wood shall extend at least 6 inches above the adjacent finished grade.
•
2.
DX R EQUAL WITH
3/8 C O Q
1
_REBAR
ser ha project a least 8 inches above exposed round.
Individual concrete or masonry s shall t
Y P P 1 P 9
3.
,1
VERTICAL #4 3 2O.0,
_.. ..W..
2 8 ..-
e 4 under floor access.
Proved an 18 x2
11
R
R 1 HARDI
8d 6 / 12 O 5/ 6
ENTER IN TEMWALL
C S
,.
,<
;.•
2
L SIDING WITH 8d HOT
PANE S G
10 11
Eh
_code.�
2 Provide 6x14 screened under floor vents per
P
A VANIZED NAILS
DIPPED G L
2
4:
#4 C WITH
2 CONTINUOUS
,
_' „
o.. r z. & vert. '
2 10 Wall stems may be 8 -cmu with all cells routed w 4 ®24 c ho i v
Y 9 /#
1
3
1 F,
6 12 INSTALL MFG. /r
_
BOTTOM
3 CLEAR TO,.
ill
,
:.,
RECOMMENDATIONSN
SCONCRETE.
5.
HORIZONTAL #4 REBAR @ 18-
3.
00 SPLICE
O.C. TYP.
€ I
u o sacks f cement cubic rd a maximum `slum of 4 + 1
3 1 All concrete shall have a minimum f 5 0 , P /
4
z i
_,,. 1 3
6.
2 x 1 P.T. PAD
x 8 6
_ a
- less otherwise noted. Aggregate size shall be a
50 psi after 28 da cutin un n
:and ' a minimum f c 2 0NEQUAL
P Ys 9
4
DX OR U WITH
3/8 C Q
�:
h
`PAD
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ons and 4 at all other locations.
'maximum of 1-1/2" „in'foundati n 3 /
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/ / / X
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7.O
11
P.T. R 24"x 24
ABS PAD
r to STM C-150 and shall be Type II or Type Ill low alkali.
<3 2 All cement used shall conform A YP YP
. X -, 5
6
5
4X6RIMWT H VENT PER
a _
a
All �
_ alkali reactive as
shall no .'contain materials which are a
all conform to ASTM C 33 and s a t
- 3 3 Aggregate sh of
z
-
CODE
_
8
x x1 M BLOCK
8 8 6 CMU OC
determined b ASTM C-227, -.289 and 295.
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6.
n n
8d 6 / 12 INTO
5
I _
x
Q
,
- protected n accordance to the latest edition of the ACI
3 4 Concrete exposed to freezing or thawing shall be ro ct d i a
P 9 9 P
_
N N
.: .. 7
`6
TREATED ILL
PRESSURE T S
I _
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9
2x WEDGE BLOCKING
C
n BC appendix, chapter 19.
'code and C PP P
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1 0
CHASSIS BEAM PER MFG.
C SS S
o 0
o 0 0 0 0 0
o 0 0 0 0 o a
d slab on rade as the responsibility of the Contractor or
nations retaining Walls an a
Water proofing of foundations,
3 5 r 9 P Y
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7.
UNDISTURBED SOIL
UN S U
W th
i'
Own r.
-
L ��
-
-
.
o
0 0 0 0 00 0 00
11.
FLOOR FRAMING PER MF
LOO G G
V OI
3 6 .Vibrate concrete around a II bolts rebar and surfaces.
,
'clean.and
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D
8
8
H R BOLT
12 X10 ANC O
/ \
\ \ \
1, � 6
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W
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hal be wet nor to pouring concrete.
3 7 Construction joints shall P P 9
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' _8 Concrete shall have a water cement ratio of 0.45 Ib. Ib. or less.
-
-
- - _
I�
W/SPACING TABLE
FROST 4
12.
BASE ROCK WITH OPTIONAL
V
,
..N.. .`
11
ON THIS SHEET
{NE
"
6MIL VISQUEEN. BUILDER
WILL DETERMINE IF VAPOR
vW T. za_
0 19
zN
tzW
X2nX3/16nSTEEL WASHER
BARRIER IS REQUIRED
O
oWa2n
in J JSTEEL
TaaW_Jt
'
5 1 Reinforcing steel shall conform tothe provisions of ASTM A 615 Grade 40 for 4 bars and smaller and
13.
/ 1 2x1
2 x1/2"x 4P.T. LAT
/ 0
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W
av
v iz
• N N z
OASTM
EOo„e
A-615, Grade 60 for 5 bars an larger. All rebar to be deformed and all splices shall not be less
than 40 bar diameters of the larger bar. Horizontal zontal la s an adjacent bars shall be staggered 5, 0»
9
:
3'
ANCHOR BOLTS WITH
SPACING PER TABLE II
d�VWOI
W
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Ov
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minimum. _
'
12»
9 .#4
TOP BOTTOM M U.O.N.
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5-2 Reanforcemen cover shall be as follows:
ON WITH
0_
n. !S IL fU1 .4
Concrete cast against and permanently exposed to soil 3
2nX2nX3/16STEELWASHER
m
n
' r exposure: 5 bars and smaller: 1 1 2
Concrete with soil or weathe e P # /
- • . during ' concrete
position before and du
reinforcing steel and anchor bolts shall be accurate) secured in o ti
5 3 All reinfo n Y P 9
• w> x
placement. ,
p ,
.,
5 4 Bolts nuts an la screws shall conform to the rovisions of ASTM A-307 Grade A
d
9
I a the time of concrete placement.
e hall be clean and free of deleterious materials t h •
5 5 II reinforcing steel s
A
P
. _
N.T.S.
.
N.T.S.F00TI G DETAIL 5RETAININGINTSUPP RT
3
FRAMING LUMBER:
/
all a pressure treated Douglas Fir Larch.
6-1 I wood bearing on concrete shall b
All
9 P
9
1. ` 3/8 CONTINUOUS DX PLY.
U C
" e` ashes on all foundation anchor' bolts:'
x 16 lot w
Provide x 2 3
6 2
P 2
/ P i
FLOOR TO M D IL
WITH
6-3 Where anchor bolts have been incorrect)YPlaced'not including holdown anchors) or for retrofit
8d 6 /
12
- and 7 embedment in concrete and install per im son FB ` 5 x 10 w ET 22 epoxy construction use S R ,
P # /
P Y P
g
t 2 from the edge of concrete Engineer's recommendations. if the 'location is less than manufacturer's recomm ,
m 92. 4 x 4 D.F. BLOCKING
approval is required prior to installation. Special inspection is required. uired. Locate and avoid allexisting ,
4 ,
,
re3. FINISH SIDING OR TRIM
reinforcing nor to drilling. 9 P 9
and eta htened before clown in or at
I bolts. and la screws shall be tightened upon installation a r
6 4 All 9
P 9
9 9 8
4_' `2 x 4 P.T. PLATE W/1/2" -x 10
P
:con letaon of job. 1
ANCHOR B LT WITH
_ -diameter.
O S
screws shall be screwed not driven, into re
drilled holes of 2 3 the. shank
8 5 La r
P /
9
» »I SPACING PER B
- al bolt diameter.
SP CNG E TABLE
II
a 1 32 to 1 16 •lar larger than the nominal 6 6 ' Holes' for bolts -shall be bored with bit
/ / 9
n be cut for pipes, eto• unless specifically cificall noted or detailed.
':Structural members shall of
6 7 ON THIS SHEET WITH
PP P Y
2
'
Ti6-8 All framing anchors clips, straps, hangers, hoidowns etc. shall be manufactured Simpson Strong-i
e
2m X 2„. X 3/16„
STEEL WASHER
Company co installed per manufacturer's recommendations. a
P Y or equivalent, i P
6-9 Nailing schedule s h
Per T
5.'
.
able`23-II-B 1 of the 2001 CBG
W
BASE ROCK WITH OPTIONAL
c
6_10 All nails shall b
e box, 'machine
or green, sinkers as
specified. Where exposedo
ed to weather, nails shall be
6 MIL VISQUEEN.UEEN. BUILDER
,
galvanized. Q
7
> 3
WILL DETERMINE IF VAPOR
10
BARRIER IS REQUIRED
6. 8 x 8 x 16 CMU BLOCK WITH
Z
USE:1 2 DIAMETER T x 10 ANCHOR BOLT AT 32 O.C.
:WIND: EXPOSURE = C :METHOD 2
_ THE BUILDING `AT LINE
ALONG THE WIDTH E
_ A & B
WIND SPEED 80 MPH
C
9 = 1.3
= 16.4
s'» »
Q
BOLT AT 60 O.C.
_ 1/2" -DIAMETER x -10 ANCHOR
-` Ce 0 15 1.06 f
Wb d
9
* *
IN LINE
_ G THE LENGTH OF THE BUILDING 1 & 2
ALONG C s Ce 0
.0226 KSF
9q
1
2
ELEVATION OF ENDWALL
}
TABLE I
CONCRETE FOOTING DIMENSION AT
MARRIAGE LINE SUPPORT PIERS
STRUCTURAL
A
C Z, ULA 'IONS.
C
MAXIMUM PIER
LOADS (LBS)
SEE NOTE 1
-
FOUNDATION ANCHORAGE FOR SINGLE
1
2
0
E HOME' ANCHORAGE TO FOUNDATION:
MOBILE
1500
•
FAMILY RESIDENCE CE 'BASE D ON THE
Wbld 9
PER DETAIL
2000
16,
2001 CALIFORNIA A 'BUILDING CODE:
PER DETAIL:
2500,
16
23
: BUILDING ` 1, PSF
WEIGHT OF BU LDIN W T ) = 4
3000
16pp27
PER DETAIL
4000
24 ,-
B
WIDTH OF B LDf GWbld = 40 FT.
� 9)
5000
GRAVITY LOADS.
_30„ _
PER DETAIL'
000
30
29
PER DETAIL'
LENGTH OF BLDfG Lb Id9) = 67 FT.
30
34
PER DETAIL
X000
329$ '
36ff
PER DETAIL'
s000
HEIGHT OF BLDG Hbld = 9 FT.
36
• 3.0 PSF
ROOF. COMPOSITION 'SHINGLES
CO 0
10,000
36
40
PER DETAIL
11,000
3 6
=
I e 19 FT.
HEIGHT OF RIDGE Hr d 9 )
PER `DETAIL
»
W
1/2" OSB OR PLYWOOD 1.5 PSF
»
36
48
PER DETAIL
13,000
36
52„
LATERAL FORCE . PERPENDICULAR TO RIDGE.
N.T.S.
-
- 3.0 PSF
FRAMING ING
w
ca
...:.SNOW :LOAD:
120 PSF
R-30 (OPTIONAL) 2.0 PSF
WIND FORCE P windiLbd9/2 ) tHnd e Hbld9' 2 )
5/8" :GYPSUM WALLBOARD 3.2 PSF
o'
_JVwind
- 11 K
3 :P F
N S
MISCELLANEOUS 1. E
SEISMIC FORCEVseismic - (WT/2) K
DEAD LOAD 14.0 PSF•
V elsmlc =" 9.6 K WIND GOVERNS
s
A
0
ANCHOR BOLT. SPACING (ABspacing) cin = 0.760K BOLT Wbld V
� P 9) / 9/
ABs acin = 32 in MAXIMUM.
P 9
FLOOR PLAN "
LATERAL FORCE PARALLEL TO RIDGE
LATERAL LOADS:
'WIND FORCE: Vwind= Pwind*WbI d9/2 �Hrid e - Hbld9/2 )
2.5. 0.164 W FOR LIGHT
SEISMIC: 0.36 W =
Vwind = 4.3 K
FRAMED SH EARWALLS-'
SEISMIC FORCE (Vseismic) = (WT/2) * K
5.5
12
-1
Vselsmic = 9.6 K SEISMIC GOVERNS
WHERE R = 5.5
6 MAX
-
SOL'PROFILE _ Sd FOR STIFF SOIL
ANCHOR BOLT SPACINGING (ABspacing) 0.760K BOLT Wbld 9/ V
Ca = 0.36 PER CBC TABLE 16-Qacrn
Bs = 6 0 in. MAXIMUM
A P 9
P_ 1.50
-
_ * _
- - 0,175
E P VW `0.245 W 1.4. -
v,
-o
_
: NET FORCE 0.245 W 1.4= 0.175 W
_
-
.n
USE:1 2 DIAMETER T x 10 ANCHOR BOLT AT 32 O.C.
:WIND: EXPOSURE = C :METHOD 2
_ THE BUILDING `AT LINE
ALONG THE WIDTH E
_ A & B
WIND SPEED 80 MPH
C
9 = 1.3
= 16.4
s'» »
Q
BOLT AT 60 O.C.
_ 1/2" -DIAMETER x -10 ANCHOR
-` Ce 0 15 1.06 f
Wb d
9
* *
IN LINE
_ G THE LENGTH OF THE BUILDING 1 & 2
ALONG C s Ce 0
.0226 KSF
9q
1
2
ELEVATION OF ENDWALL
}
TABLE I
CONCRETE FOOTING DIMENSION AT
MARRIAGE LINE SUPPORT PIERS
ALLOWABLE SOIL BEARING
PRESSURE = 1000 PSF
SEEMFGRS PLANS FOR MINIMUM PIER
CAPACITY UNDER RIDGE SUPPORT POST
MAXIMUM PIER
LOADS (LBS)
SEE NOTE 1
FOOTING SIZE
FOOTING
DEPTH
W
L
1500
16
14
PER DETAIL
2000
16,
18
PER DETAIL:
2500,
16
23
R DETAIL
PER
3000
16pp27
PER DETAIL
4000
24 ,-
24
PER DETAIL'
5000
2 4„
_30„ _
PER DETAIL'
000
30
29
PER DETAIL'
7 000
30
34
PER DETAIL
X000
329$ '
36ff
PER DETAIL'
s000
36
36
PER DETAIL
10,000
36
40
PER DETAIL
11,000
3 6
44
PER `DETAIL
12 , 000.
»
36
48
PER DETAIL
13,000
36
52„
PER DETAIL`
TABLE H
= - 4
6 11 -o
SPACING PER MFG.
LOCATION OF
ANCHOR
7.
2x WEDGE BLOCKING
BOLT SIZE
SPACING
U
OF BOLTS
SHORT WALL'
a 8.
CHASSIS BEAM PER MFG.
AT EACH END
a
0 0 0 0 0 o 0 O o O o 0 0 0 9.
X
'FLOOR FRAMING PER MFG.
: 1/2" AM.
60„ O.C.
00 00 0o00oo 0 00D 0O 00 00 0
0 , a.
10.
2 P.T.PPAD
16"
UIL ®
�
x8x
JMR
" AND DESIGNED FOR THE FOLLOWING CRITERIA:
- 11.
2 x 12 x 1 8 P.T. PAD
p '
R O VE a
5 cfl
FR( QST e N
n
OR 24 x 24" ABESCO PAD
o 0
9 O O
000000
000
00o0o0ooQ
a
LIN L PER L
,
INSTALLED PER MFGRS.
DATE.
.:2/21/06
MAX. WIND SPEED: E
RECOMMENDATIONS
o
BLE)G. )G. DEPT.
f „ 12.
#4 @
VERTICAL REBAR 48 O.0
.....
EXPOSURE:
13 12
0 0 0
O 00O0O0O0O0O0C
SCALE.
W/ HORIZONTAL #4 @ 18-O.C.
SEISMIC ZONE.
3
- m
CENTER IN 6n STEMWALL
JOB N0.
258
SOIL BEARING.
' 1,000,-,PSF ,
OUDAT1O1�1 INT. SUPPORT.
N.T.S.
-
2
TABLE H
ANCHOR BOLT SPACING AT
PERIMETER:STEMWALL
LOCATION OF
ANCHOR
: MAXIMUM
`WALL -LINE
BOLT SIZE
SPACING
U
OF BOLTS
SHORT WALL'
1 2 DIAM.
/
32 O.C.
AT EACH END
a
LONG WALL; .
'
: 1/2" AM.
60„ O.C.
•
AT EACH SIDE
_Q
1. 94 REBAR IN OPPOSITE
..
1
CORNERS. FILL WITH
O
GROUT AS SHOWN FULL
HEIGHT FOR ASSEMBLIES
i
6 GOC S Hf
BLOCKS AND HER
THE DESIGNS REPRESENTED BY THIS 'DRAWING ARE THE
EXCLUSIVE .PROP
IERTY OF STREAMLINE ENGINEERING.
O
GROUT AS SHOWN.
THIS SHEET SHALL
NOT BE REPRODUCED WITHOUT
WRITTEN PERMISSION.
2. F M _
OR ASSEMBLIES 5 BLOCKS
AND LESS USE DOUBLE
s
7
BLOCKS ON o P.T. PADS.
REVISIONS,
3. CONCRETE FOOTING
2
4. OPTIONAL BASE ROCK
2
O
FOUNDATION DESIGN `CRITERIA
i
U
��
DESIGN:
JMR
THE FOUNDATION AND ANCHOR
BOLTS .SHALL BE
a
�!�►
DESIGNED IN ACCORDANCE WITH
THE 2001 CBC
UIL ®
V �� ��
CHECKED.
JMR
" AND DESIGNED FOR THE FOLLOWING CRITERIA:
p '
R O VE a
o 0
9 O O
000000
000
00o0o0ooQ
DATE.
.:2/21/06
MAX. WIND SPEED: E
80 ....MPH
o
.....
EXPOSURE:
C
0 0 0
O 00O0O0O0O0O0C
SCALE.
:SHOWNWIND
SEISMIC ZONE.
3
- m
<
JOB N0.
258
SOIL BEARING.
' 1,000,-,PSF ,
.
...:.SNOW :LOAD:
120 PSF
SI4I=1-T NCL
y
i` I I
i
4
WINDOW LEGEND
XO HORIZONTAL SLIDER
TEMP- TEMPERED
DOOR LEGEND
GD -GARAGE DOOR
SC - SELF-CLOSING
i` I I
Ii
f I
i
F