HomeMy WebLinkAbout027-350-169,ALL
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CDF FIRE SAFE REQUIREMENTS
�d , /39 2—
PERMIT # NAMEto
Under authority of PRC 4290, the following checked items are required
by the Butte County Fire Department and are made a part of this permit.
These requirements are minimums and will be superseded by Butte County
local regulations which equal or exceed these standards. Field
inspections will be made by the Butte County Building Department for
compliance.
] 1272.00 Maintenance of Defensible Space. To ensure continued
.\ maintenance of properties in conformance with these
standards and measures and to assure continued avail-
ability, access and utilization of the defensible space
provided for in these standards, annual maintenance
must be provide for by the land owner.
Driveway Standards
1273.02
Surface. All driveway surfaces and structures (bridges,
1273.07
culverts and other appurtenant structures which supple-
ment the roadway bed or shoulders) shall provide unob-
structed access to conventional drive vehicles, includ-
ing sedans and fire apparatus weighing up to 40,000
pounds.
�j 1273.03
Grade. Not to exceed 16 percent unless paved.
1273.04
Driveway Radius
lyf
1. No roadway shall have a horizontal inside radius of
curvature of less than 50 feet and additional sur-
face width of 4 feet shall be added to curves of 50-
100 feet radius; 2 feet to those from 100-200 feet.
2. The length of vertical curves in roadways exclusive
of gutters, ditches and drainage structures designed
to hold or divert water shall be not less than 100
feet.
[\p 1273.05
Turnarounds. If required, will have a minimum turning
radius of 40 feet from the center of the road.
[ ] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30
feet long with a minimum 25 foot taper on each end.
[ 1270.10 Width. All driveways shall provide a minimum 10 foot
traf f is lane and unobstructed vertical clearance of 15
feet along its entire length.
Page 1 of - 3- ,
;1 17 ee,/.37 LJ
AP # PERMIT :N NAME
[] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but
less than 800 feet in length, shall provide a turnout
near the midpoint of the driveway. Where a driveway
exceeds 800 feet,.turnouts shall be provided no. more
than 400 feet apart.
[Xj 1273.10 Turnaround. A turnaround shall be provided at all
building sites -on driveways over 300 feet in length and
shall be within 50 feet of the.building.
1273.11 Gates
1. Gate entrances shall be at least two feet wider than
the roadway it serves.
] 2. The gates must be located at least 30 feet from the
roadway.and shall open to allow a vehicle to stop
without obstructing traffic on that roadway.
ne
[ ] 3. Where a one-way a°ad with a 50 foot turningle traffic rad us shallbeprovides entrance,
used.
Fuel Modification
1276.01 Setback for Structure Defensible Space.
] 1. All parQels 1 acre arid larger shall provide a mini-
mum 30 foot setback for buildings and accessory
buildings from 413 property lines and/or the center
of the road.
[ ] 2. For parcels less than 1 acre, local jurisdiction
shall provide for the same practical effect. See
Other Requirements below.
1276.02 Disposal of Vegetation and Fuels. Disposal, including
chipping, burying, burning or removal to a landfill site
approved by the local jurisdiction, of flammable
vegetation and fuels caused by site development and
construction, road and driveway construction and fuel
modification shall be completed prior to completion of
road construction )r fil inspection of a building
permit.
Page 2 of 3
-2-7 -- � r -I L 9 6 0,-/ �q �,
AP # PERMIT # NAME
other ReQuiremeits
[ ] If Building Setback is 15 to 30 Feet:
- Class A or B roof
- Enclosed eaves
[ ] If Building Setback is Less Than 15 Feet.
Choose any 3 of the following:
- Metal or no doors on side toward property line with insuffi-
cient setback
- Class A or B roof with enclosed eaves
- Interior automatic sprinkler system per NFPA 13D
- Glass area not to exceed :i0t of wall area toward property
line with insufficient setback
- Siding from the following list:
Stucco - 3 coat
Hardi-Board or Plank
Masonry
Masonry veneer
Metal
other Butte County Fire Department approved materials
Date Signature
Page 3 of 3
A
Mobilehome Manufacturer:_ k i rA a Manufacture Year: ,OO 0
If other than single wide, furnish Setup Model Number:
Width:2A_(ft.) Length: kL (ft.) Tagalong or Expando
On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's
installation manual and structural setup sheets.
FOOTINGS: Wood pressure treated or foundation gradeVOther:
SUPPORTS: Concrete block"'"' ther:
Provide Tie Down Specifications for all Mobilehomes:
Pier Footings Sizes and Location
SINGLEWIDE
Line 1 MULTI -WIDE
Line 2 Line I
Line 2
................................................................................................
Line 2 ...................................... Main Eeams.........................................
Line I #2
Lint 3
.................................................:.......................................... Line 2
Main Beams
............................................................................................ Line 2
Line I
...............................................
5
Tag tr Triple
e 4
Ee
I
Line1 Piers:
Size minimum: r i x
Spacing maximum: `
From ends -maximum: `
Line 2 Piers:
Size minimum: [o1 x 1IX0 .
Spacing maximum: $ `
From ends -maximum a..: `
Line 3 Roof Loads:
Size minimum
Location (fiem-�*
14KV-
Line 5 Roof Loads:
Size minimum:
Location (from front):
Line 1 Openings
Size minimum: x p -q.
Each side of openings
with width over: y `
Line 4 Piers:
Size minimum: ]XI I
Spacing maximum: `
From ends -maximum: `
1,411v ay><30 IIi.X3o 11.V30 I +_
9
3VY'l Lida 43.00" LW31' S3 ti 65'g'
OVER �=-T-WING DEPAPIRKE N,
V,
L. Owner's Name: 0 ra rSj ,am C\-� wgA oAt e_ -W A Y rt e A
2. Assessor's Parcel Number: M - ISO 16 Cl
3. Installer's N
4. Is the site currently under permit? Yes[ ] NoLA__fermit No.
5. Is the site an existing site? Yes[' ] No[Lj""(Ifyes, furnish two plot plans).
6. What is the electrical rating of the mobilehome?_Amperes.
7. What is the mobilehome site circuit breaker rating? O U Amperes.
S. What is the electrical rating of the mobilehome site? 200 Amperes.
9. Is the main service remote from the mobilehome site? Yes[ ] No[ A-Tih is, what is
the rating? Amperes.
10. Is there any other electric load to be served by the mobilehome site electric service
(i.e. well, garage etc.)? Yes[ ] No[ ] If yes, please identify the load and size:
a) The mobile home site:
Load- Amperes- 9(7 rJw�
b) The main servic
Load- %.., f Amperes- aD ^
11. Type of gas service at mobilehome site: Natural[p�Propane[ ] None[ ]
12. Size of ga pipe at the mobilehome site from the meter or
tank: inches.
13. What is the gas pipe length from the meter or tank to the mobilehome?_.:L(ft.).
14. What is the mobilehome gas demand? B.T.U.*
*(This information is not required if the pipe length is less than 6 feet on natural gas or
less than 50 feet on propane).
THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO
PROCESS THIS PERMIT APPLICATION
May 1995
8.5
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T E N'll E "UPPOR T REQUIREMENI
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5! Pl. 6-4ttlo"
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Some Items Shown are Optisnsl
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553OCT/6626.6613 3BEDROOM - 28ATHS - CATHEDRAL THRU-OUT (2,518 SO.FT.)
Your local FAIRVIEW Designer Series dealer is:
Designer Series
BEDROOM
Na {
14 1'
E
OPTION 4TH BEDROOM
-Y4[MSY..__
DEN
12%1'
0/TION DEN
BRINGING AMERICA HOME. BRINGING AMERI(G FuN.
Y
JUL-24-t3t� kS1 :48 PM ATC -APPLIED FE571"k-
APPLIED TESTING CONSULTANTS
MAMOVIALS ENGMEERING TESTING AND INSPECT1ON
Cousin Gary's
1346E HWY 99 East
Chico. CA 95973
%'e have completed an Expansion Index (.EI)1 ast per the 1997 Uniform Building Code
(UBC) Standard 1=-2 on the soils obtained from the building pad of the Warner Residence
located at 1915 Cox Lane in Oroville, CA. The side is identified on plans prepared by
your office as AP k 027.350.165.
The soil described above was sampled from the center of the proposed building pad for
expansion index testing. The soil was uniform .broughout the pad area. The test result
was an El = 7. The UBC classifies this soi' as having a "Very Low" potential for
expansion. The Butte County Building Department requires no recommendations for
mitigating the effects of soil expansion if the El is less than 20.
Applied Testing Consultants does not rep esent that these test results andJor
recommendations are suitable whether or not madified, for any other site or structure on
this site than the one for which they were specifically prepared, Applied Testing
Consultants disclaims responsibility for these Wt results and)or recommendations if they
are used whole or in part at any other site or strvcture on this site.
Thank you for the opportunity to be of service. Please contact us at the address and
number below if you have any questions.
Brad Forsythe
Vice -President
Director of Opperations
3060 Therntr" Drive, Ste. 10 • Chico, CA 95173 - Telephone. (530) 191-6625 - Facsimile: (530) $014243
JUL-24-00 01:49 PM
ATC—APPLIED TESTING 33e 891 4243 P.03
YYIIItl�YYlY1�YY � I�Y�YAIAwi��Y• Y V
APPLIED TESTING CONSULTANTS
1.
MATERIALS ENGINEERING TESTING AND INSPECTION
Expansion Index Test
Client. Cousin Gary's
Projest: Warner Residence
Contact. Jerry Sanders
Selleasc�VIsm Red Brown Clayey Silt
samplo looa+isn: 1915 Cox Lane, Oroville
demose akar, by: ATC
Dw" of sample: -V
Moisture dstsrminatio-.
Gross wot wt:
321.8
arose dry wt:
304.8
*an w1:
16.5
Not dry wl:
214.1
Melsturs Laos:
Z5.2
Molsturs content:
Density dslannirutlen
Wt of sell i ring:
576.9
Ten of ring.
200.1
Net oamneted foil wt:
376.8
Dry oanatf PC'
102.4
tiaturstlon deterreMation
Volume of sollft:
0.607
Volume of Vogler:
0.150
Volume .if air:
0203.
Degree of saturation:
46.3--A
Gross final wet wt:
F 403,4
Gras final dry wt:
331,5
Final inlstura 1asir
1.5
Kine► net oryatj_ 245.4
Fln.t mststun content 25.1 yi'
This test was perft
Rwlowad by:
stet
07115/00
07117=
F;1
Date 14 -Jul -00
Tech: B. Carter
Expanslon Index: 7
3080 Thorntree 0dvo, $ti.10 • Chiool CA 45973 - Telephone: (530)191.4625 • Facsimile.15YA RQ1.0sa
i
Endwail Anchor Bolts:
SE♦ A/AI•.12—.— ..AAft ._—L__!7_Ia_
Vairies dax- 6r - o"
Typical Chassis Suppot Location @ V - O" Max.
Construct l8ft%4 " (Min.)ftesb Amu- �0 bt- minis 4
Crawlspace Access Hole V
Within 20' of Plumbing C.O. I A
(May Be Located Along Either Sidewrall)
r - o"
4
1
1
Sidewali Anchor Bolt:
Set -112" diam. x 10" Anchor Bolts
6'. 0" O.C. (Not Shown) Endwall Anchor Bolts: '
.I II
Provide Ventilation of 1 sq. ft.
Per Each 150 sq. ft. for Underfloor Area
NOTICE TO CONTRACTORS
A REASONABLE EFFORT HAS BEEN MADE TO OBTAIN ALL PERTINENT
DIMENSIONS. • HOWEVER, THE MANUFACTURER OF -THE' -MANUFACTURED
HOME CAN CONSTRUCT THE UNIT WITH DIMENSIONS SLIGHTLY
DIFFERENT FROM THOSE SHOWN HERON.
IT"S, THE FOUNDATION CONTRACTOR'S RESPONSIBILITY TO VERIFY
DIMENSIONS. I.E. ACTUAL LENGTH AND WIL7TH OF UNIT; CHASSIS -
SPACiNG* AND RIDGE BEAM SUPPORT LOCATIONS WHERE APPLICABLE
BEFORE CONSTRUCTING FOUNDATION.
Floor material •
Floor Joist
I
IOd's 4X4 Bik'g.-Noil
.. to Rim Jgist w/ —..
Listed and Labeled 16d at Ili O.C.
Mttal Pier Rarest isted and Labeled
Min. of 40000 Metal Pier Rated
C•7.� Min. of 40006 Cane
Fit. Fit•.
Ty►• � Tr►•
4.6
20" so 111 till
t .1 ill JII�
20 SQ. Varies—See Fnd.Ptan 20" So.,
SECTION C to C il5ECTION D soD
NTS NTS
Existing Exterior Siding
4
2 x 4 or 1 x 4 Blocking Between
Anchor Bolts Nail to Rim Joist
W/ 16d's of 160 O.C.
/.— Floor
Simpson Ti' 37 Tie Plate or Equal
For Each Anchor Bolt Fasten W/ 7-8d Nails
To Rim Joist & 7 To Sill Plate
I 2" x 4' P.T.
i e St!! plate .,-. Chassis
° $4 Con't.
1/2" r x 10" A.B. at 72" O.C.
36" max.
;V: Rebar at 6'- 0" *O.C.
24' Max.
12" Min. *4 Con't.
12" :-- Ground Level
;i
•
SECTION A - A
Scale: 3/4" 1' -0"
PRINTED ON CLEARPRINT 1000H
-1 Set -112 diam. x 10 Anchor Bolts
i
El F1
1 Ii
} A Typical Chassis Support ( I
I r .20" sq. Conc. Frg. I ( I
I I (—
I II
a 01!
i
FRONT j
I 1 V I
I B B lI B
1 I i
FF - - -- -� —i
I
II
1 I (
t
l i1
i
F11 1
l
Sidewalf Anchor Boit:
Set 412" diam. x 10" Anchor Botts T- 0"
Off set varies
A.=1 6'- 0" O.C. (Not Shown) Typica
Vent I"
Placement
4 : at Corners
FOUNDATION ALTERNATE LAYOUT
Scale: 3116" 1•- 0" OFF SETS CAN OCCURS AT FRONT OR BACK OF C UNIT
Floor moterid
Floor Joist .. . ;..
2"x 6"x 8%g. Woad Blocks ( with woad
' does If -Necessary)
NO
BandFlo
As nes_ chassis 2; Boom
Connection- See snesrn
Wood wedges or --.y 3/8"•X 6"A.e. Detail E
Btk'g. for Leveling Id' min. listed end Labeled t ndn. `,-��8% 6% Cane. 127 min.
e Steel Pier Roted Min.
Blacks 36max. ,f ��000K
(Typ.) to oasis
lna -
-�F--- I I —
Boom
Ilissrs'
Seel
44
pt
ms tf1 DTE. = ( h Ill �
This Canneotien is Reouired For
20" So. Varies - See Fnd. Plan 20" So. "` FHA Aptroveo tounaetions
20~ so.. DETAIL E
n 1 or ca1�r'wllnMr ` n' rn ALJ
011H L
NTS
NO'M'E:
C;ONNECTiON OF THE STEEL
PIERS TO THE FOOTING IS
2 x 4 or l x 4 Blocking Between 1 NIOT REQUIRED EXCEPT FOR
Existing Exterior Siding Anchor Bolts Nall tb Rim Joist F(HA/VA ..APPROVED FOUNDATION
W/ 164's of 16' O.C.
Conc.
Flt.
Typ. 6" x 16" Vents
i'
J
1 the I
#4Rebar
Ground Level
TABLE
RIDGE BEAM SUPPORTS
(At l footing 6" thick
LOAD
Footing size
for soil
1000 .s.11. 1500P.S.I.
3000
1' -9" sq.
1' - 5" s .
F11
. 0
F I
0
LI
0
0
0�.
7000
2'-8"s .
28000
A
2'-10"s ..
36" max.or
Backfill -4 Rebar of ti'- 0" O.C.
I
0
{
Distance 1
F-16
F11r]17o
DisTance Z
Distance 3D,
a1-11
11000
istance 4
o
I
12000.
3'-6"s .
2'-10"s .
•
See Table
THiS FOUNDATION PLAN IS DESIGNED TO BE
u'=iv
..
CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO
1
.;0
F-1
0
For Ftg. Size
0 1:1
E-1
F-1
1-11.
B
Distance 5
D
Distance i
TYPICAL CROSS
7
� (
I
!
1
A_
F-1
F]
-
0 See Table 1
For Ftg. Size
Distance 7
F�
Distance i
F
F I
.I
F-1
1-1
1:1
a
0
al
I.
i
!
Typical Chassis Support
20" sq. Conc.Ft'g.
I
0
0
0
�C
0
a
1:1
Provide Ventilation of 1 sq. ft.
Per Each 150 sq. ft. for Underfloor Area
NOTICE TO CONTRACTORS
A REASONABLE EFFORT HAS BEEN MADE TO OBTAIN ALL PERTINENT
DIMENSIONS. • HOWEVER, THE MANUFACTURER OF -THE' -MANUFACTURED
HOME CAN CONSTRUCT THE UNIT WITH DIMENSIONS SLIGHTLY
DIFFERENT FROM THOSE SHOWN HERON.
IT"S, THE FOUNDATION CONTRACTOR'S RESPONSIBILITY TO VERIFY
DIMENSIONS. I.E. ACTUAL LENGTH AND WIL7TH OF UNIT; CHASSIS -
SPACiNG* AND RIDGE BEAM SUPPORT LOCATIONS WHERE APPLICABLE
BEFORE CONSTRUCTING FOUNDATION.
Floor material •
Floor Joist
I
IOd's 4X4 Bik'g.-Noil
.. to Rim Jgist w/ —..
Listed and Labeled 16d at Ili O.C.
Mttal Pier Rarest isted and Labeled
Min. of 40000 Metal Pier Rated
C•7.� Min. of 40006 Cane
Fit. Fit•.
Ty►• � Tr►•
4.6
20" so 111 till
t .1 ill JII�
20 SQ. Varies—See Fnd.Ptan 20" So.,
SECTION C to C il5ECTION D soD
NTS NTS
Existing Exterior Siding
4
2 x 4 or 1 x 4 Blocking Between
Anchor Bolts Nail to Rim Joist
W/ 16d's of 160 O.C.
/.— Floor
Simpson Ti' 37 Tie Plate or Equal
For Each Anchor Bolt Fasten W/ 7-8d Nails
To Rim Joist & 7 To Sill Plate
I 2" x 4' P.T.
i e St!! plate .,-. Chassis
° $4 Con't.
1/2" r x 10" A.B. at 72" O.C.
36" max.
;V: Rebar at 6'- 0" *O.C.
24' Max.
12" Min. *4 Con't.
12" :-- Ground Level
;i
•
SECTION A - A
Scale: 3/4" 1' -0"
PRINTED ON CLEARPRINT 1000H
-1 Set -112 diam. x 10 Anchor Bolts
i
El F1
1 Ii
} A Typical Chassis Support ( I
I r .20" sq. Conc. Frg. I ( I
I I (—
I II
a 01!
i
FRONT j
I 1 V I
I B B lI B
1 I i
FF - - -- -� —i
I
II
1 I (
t
l i1
i
F11 1
l
Sidewalf Anchor Boit:
Set 412" diam. x 10" Anchor Botts T- 0"
Off set varies
A.=1 6'- 0" O.C. (Not Shown) Typica
Vent I"
Placement
4 : at Corners
FOUNDATION ALTERNATE LAYOUT
Scale: 3116" 1•- 0" OFF SETS CAN OCCURS AT FRONT OR BACK OF C UNIT
Floor moterid
Floor Joist .. . ;..
2"x 6"x 8%g. Woad Blocks ( with woad
' does If -Necessary)
NO
BandFlo
As nes_ chassis 2; Boom
Connection- See snesrn
Wood wedges or --.y 3/8"•X 6"A.e. Detail E
Btk'g. for Leveling Id' min. listed end Labeled t ndn. `,-��8% 6% Cane. 127 min.
e Steel Pier Roted Min.
Blacks 36max. ,f ��000K
(Typ.) to oasis
lna -
-�F--- I I —
Boom
Ilissrs'
Seel
44
pt
ms tf1 DTE. = ( h Ill �
This Canneotien is Reouired For
20" So. Varies - See Fnd. Plan 20" So. "` FHA Aptroveo tounaetions
20~ so.. DETAIL E
n 1 or ca1�r'wllnMr ` n' rn ALJ
011H L
NTS
NO'M'E:
C;ONNECTiON OF THE STEEL
PIERS TO THE FOOTING IS
2 x 4 or l x 4 Blocking Between 1 NIOT REQUIRED EXCEPT FOR
Existing Exterior Siding Anchor Bolts Nall tb Rim Joist F(HA/VA ..APPROVED FOUNDATION
W/ 164's of 16' O.C.
Conc.
Flt.
Typ. 6" x 16" Vents
i'
J
1 the I
#4Rebar
Ground Level
TABLE
RIDGE BEAM SUPPORTS
(At l footing 6" thick
LOAD
Footing size
for soil
1000 .s.11. 1500P.S.I.
3000
1' -9" sq.
1' - 5" s .
4000
Z - 0" sq.
1' - 8" s .
5000
Z - 3" sq.
1421's
6000
2'•5"s .
7000
2'-8"s .
28000
2'-10"s ..
36" max.or
Backfill -4 Rebar of ti'- 0" O.C.
9000
.3'-0's .
2'-6"s .
10000
T-2"sq.
2'-7"s .
11000
T-4"sq.
2'-9"s .
12000.
3'-6"s .
2'-10"s .
I 'i.r a•f• i A"
►ter Base
NTS
3" clMmin.)
hen
Drive
Pins Ars
Used
sit. R 1-1 '
3/14" M/
lis
'�`te x 10' A.B.
All. To sit. L -
MODEL.:•
_. ---
Chassis
Piers May as
Feel•ne1 To
NTS
3" clMmin.)
hen
Drive
Pins Ars
Used
sit. R 1-1 '
3/14" M/
lis
2 x A or 1 x 4 SIOCKi119 rl milt, _W s�
twtween Anchor Bolts Typ,
I-1 1" CI&-&sawlspace,
2" x 4' P.T.Sill plans t"�CGGSS Alru- �O 13tr WN n - ti •
• � 112 r x 101 All
It
It
it t'
- it It
• li • tl .
r LL--.
-'---•-STB='' t, � til
M4 Con'L
TYPICAL END. WALL DETAIL
NTC
Existing Exterior Siding ___q
Siding Cut back For Closeup Trim
and all Joints to be caulked
Simpson TP S7 Tie !slate or Equal
For Each Anchor Bolt Fasten W/ 7-8d Nails 7
To Rim Joist & 7 To Sill Mate
r— Floor
2 x 4 blocking Between
-
Anchor Bolts
-2' x 4' P.T. Sill plate
112" i x 10" A.B.
SIDEWALL CLOS _ E DETAIL
Scale: 3/4" ------ 1' -0"
t i
1 th' X 108 e3 Min.
Il�t #4 cont.
#41 lad 48' O.C. vert.
max.
#4's @ 24" o.c, horiz.
__- 6'
4's @ 46" o.c. A.—
Ground level*r6"344 Rebar
6'
6'x6'Key
1811
A .T. {CONCRETE WALL OVER 36" HIGH
NTS
Floor
GENERAL NOTES
E i, THIS FOUNDATION PLAN IS DESIGNED TO BE USED
Sirmpson TF 37 Tie Mate or Equal ' " WITH MFG'D. HOME-
For Each Anchor Bolt Fasten W/ 7-8d Nails ' MAKE
To, Rim Joist k 7 To Sill Plate
2" x 4' P.I. Sill plate
t•
i
36" max. 112" e x 10" A.B. #4 Cont.
t�= #4 Rebar at 6' - 0" O.C.
t4' Max.
14 2' Min.
f14 Can't
• "- � ;, = 111 � ill=
12" Ground Level
SECTION :3 B
Scale: 314" V-0"
'�`te x 10' A.B.
All. To sit. L -
MODEL.:•
_. ---
Chassis
Piers May as
Feel•ne1 To
t
For Anchor
Bois
rr/2-
rtt. „
e.t l etmrn.) .
Drive Pins.
,
11/+"tmrna
FLOOR LiVE LOAD_ 40 P.S.F.
Embed.
SECTION 1-1
WIND LOAD: SO MP.H P_y_P* � 2Z..to P•S•F.
N.r.S.
2 x A or 1 x 4 SIOCKi119 rl milt, _W s�
twtween Anchor Bolts Typ,
I-1 1" CI&-&sawlspace,
2" x 4' P.T.Sill plans t"�CGGSS Alru- �O 13tr WN n - ti •
• � 112 r x 101 All
It
It
it t'
- it It
• li • tl .
r LL--.
-'---•-STB='' t, � til
M4 Con'L
TYPICAL END. WALL DETAIL
NTC
Existing Exterior Siding ___q
Siding Cut back For Closeup Trim
and all Joints to be caulked
Simpson TP S7 Tie !slate or Equal
For Each Anchor Bolt Fasten W/ 7-8d Nails 7
To Rim Joist & 7 To Sill Mate
r— Floor
2 x 4 blocking Between
-
Anchor Bolts
-2' x 4' P.T. Sill plate
112" i x 10" A.B.
SIDEWALL CLOS _ E DETAIL
Scale: 3/4" ------ 1' -0"
t i
1 th' X 108 e3 Min.
Il�t #4 cont.
#41 lad 48' O.C. vert.
max.
#4's @ 24" o.c, horiz.
__- 6'
4's @ 46" o.c. A.—
Ground level*r6"344 Rebar
6'
6'x6'Key
1811
A .T. {CONCRETE WALL OVER 36" HIGH
NTS
Floor
GENERAL NOTES
E i, THIS FOUNDATION PLAN IS DESIGNED TO BE USED
Sirmpson TF 37 Tie Mate or Equal ' " WITH MFG'D. HOME-
For Each Anchor Bolt Fasten W/ 7-8d Nails ' MAKE
To, Rim Joist k 7 To Sill Plate
2" x 4' P.I. Sill plate
t•
i
36" max. 112" e x 10" A.B. #4 Cont.
t�= #4 Rebar at 6' - 0" O.C.
t4' Max.
14 2' Min.
f14 Can't
• "- � ;, = 111 � ill=
12" Ground Level
SECTION :3 B
Scale: 314" V-0"
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'�`te x 10' A.B.
MODEL.:•
_. ---
Chassis
i 2.
DESIGN LOADS:
1 #4 Con't.
ROOF LIVE LOAD: VA IRI P -S
,
FLOOR LiVE LOAD_ 40 P.S.F.
•
WIND LOAD: SO MP.H P_y_P* � 2Z..to P•S•F.
SEISMIC ZONE.
36" max.or
Backfill -4 Rebar of ti'- 0" O.C.
THIS FOUNDATION iS FOR PLACING MFG -D. HOMES
at
CONSTRUCTED W/ LONGITUDINAL OR ACROSSJOTS T S.
•
i
4 4:
ALL CONCRETE SHALL HAVE A COMPRESSIVE
24' Max. 4 tr '•' Cold Joint
•
j
STRENGTH. OF 2000 R.S.I. IN 28 DAYS.
„ 12 Min. #4 Cont. 6"x 12 Cont.
Concrete Fgoting
I 5.
THiS FOUNDATION PLAN IS DESIGNED TO BE
u'=iv
..
CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO
Ground Level
s
' �
EXISTING SOIL PROBLEMS.
•
6.
MFG'D_. HOME MAY BE SHIPPED FROM THE FACTORY
ALT. FOUNDATION
WITH SIJIhu CUT BACK 2" AND 7- BAR INSTALLED.
TYPICAL CROSS
7
ON CONTRACTOR SHALL VERIFY ALL
.SECT'',✓I
DIIMENSIOINS BEFORE CONSTRUCTiNG FOUNDATION
REV191011VS BY
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ORAWN
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OATS
/"27 9,8
SCALL
No-rJ'0
JOB AVO.
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L"" � •HRIle'T'•