HomeMy WebLinkAbout030-500-004
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 OF APPLICATION
**PLEASE PRINT CLEARLY**
APPLICANT SIGNATURE
X "'o- zx,_�_ V -4-a
For office use only:
ARCHITECT/ENGINEER
CONTRACTOR
"r - �
Name
SRA I Yes
City
Occ.
Address
City
C
•. -
Zip
Phone
r
Fax �
Fax
APPLICANT SIGNATURE
X "'o- zx,_�_ V -4-a
For office use only:
ARCHITECT/ENGINEER
CONTRACTOR
"r - �
Name
SRA I Yes
City
Occ.
Address
City
C
S
State
Zip
Phone
tJ
Fax �
Fax
673 2
E-mail .
Lic. #�l
F
I CI ss
APPLICANT SIGNATURE
X "'o- zx,_�_ V -4-a
For office use only:
ARCHITECT/ENGINEER
Name
"r - �
Address
SRA I Yes
City
Occ.
State
Zip
Phone
b Z/�
7
Fax O(A
E-mail
Fax �
State License Number
APPLICANT SIGNATURE
X "'o- zx,_�_ V -4-a
For office use only:
APPLICANT NAME
Name
Flood Zone
&d
SRA I Yes
Address
Occ.
City
Type Const. U
State
Zip
r
Page
Fax �
E-mail
�
APPLICANT SIGNATURE
X "'o- zx,_�_ V -4-a
For office use only:
Zoning
Flood Zone
I
SRA I Yes
No
Occ.
Type Const. U
Subdivision Name
Map Book
Page
Lot #
Planner
Date Approved:
PERMIT
NO.
RP'
BIN #
LOCATION
AP# bb
Property, Addressc it
Cross Street
Ao
ee
WORKER'S COMPENSATION
Policy Number
Carrier
4% f �.
If hiring anyone other thafi license contractors, a cerfifrcatq of worker's
compensation must be shown, ' a time of permit Issuance.
>l " GENCY•
Name / 3�o°Oti7,
/ fat 0� S
Add /
�. 0 y or Scopeof
0"
\Structure Built without Permits
❑ Proposed Change'of Occupancy
(Note previous use):
OVER FOR SUBMITTAL REQUIREMENTS L_
KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one
year after the date of application. In order to renew action on an
application after expiration, a new application, plans and fee will be
REQUEST FOR REFUNDS
Refunds can only be made upon written request by the person who
paid the fee. The request must be made prior to the expiration of the
permit and no construction work has been done. - Filing fees, plan
check fees for work plan checked and other department: costs are not
Ta= �y
Received by: Amount: l ! , Bldg
SRA
Receipt#: ' r " Sheriff
SMTP
Date: Other
REV 7-27-04
`r# BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One form per Building)
School District( )f !odd I / R / f IV�� I /Ptd I �fi I )V1l G/ + Building Department No.
v e„e
A.P. Number n�.�IIJCJ C�fre� Jurisdiction: yQ City ®County
Prope44mer
Property Location/Address / / t (o- (' (ir
Subdivision
Residential Development
121
No of Living
Mobile Home
Units
Installation
l
'i
Commercial/Industrial Q Q
` New Addition
Lot No. t
Addition/ 'Supplemental to
Conversion Permit #
*(No foundation Ins
(Attach a signed copy of Deed
4V
f. 0150 3 1 F
DistriVdentification No.
1 /t DV i LQ f'1 I o Y\�t School District certifies that
�< <�rLAAar� I,IrAS�
(Street Address) /
11
(City)
has riiplied with the requirements of=,Resolution No.
representing 1 3 square feet.
) C7� �L-J-�
r hoot District Representative
Paid by Check # Remarks:
C -23--o6
Sq. Footage�c��
(Group R)
Restricted Sq. Footage
on and Notice of Limited Use Facility document)
Sq. Footage
(Including Exterior
Q� Roofed Areas)
Date
�arn r
(Applicant)
S �,,�'� � 7101W 57e (o - 9 5!�S10..'
rri1 (Phone Number)
rj/'l'V—(State) (Zip Code)
by payment of $ 1
r2926
LL MRt , N 5rS
(ah 7TI)
Date r
Notice: You may protest the Imposition of the fess ldentifled above by submitting a written protest to the DistrIaL In cornplianes with
Govemmsnt Code Section 66020(a), within 90 days from the date fees ars paid. Failure to submit a limey wrfttn protest,vAll"prohibit
you from ehaltrgirg the Imposition of the fees In any court action.
K, subsequent to the School District Representative signing this Butt County Schools Impact Fee Certllleatloo Form, the School District Is
notill by.the applicable Local Planning Agency that this project Is being rsvlm ed under the Califorida Envlrorrm nW Quality Act(CEQA�
this proleCt may be sublect to additional school fees to fully rdtlpate.list Impact on the school distrfetls saga.ole.
Yellow (building department), Pink (school
1
feeform.xls (10/03)dmm
THOMPSON f t:
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Serenity Homes
Job No. 05-025
Slater Residence
5/17/2005
BC
Input Data
Roof Dead Load
Rd, =
10 psf
j
Roof Live toad
R„ =
30 psf
Floor Dead Load
Fd, =
10 psf
Floor Live Load
Fii =
40 psf
Building Module Width
D =
12.80 ft
H.C.B."SET:
P =
4000 lbs
Soil Bearing Pressure
SB =
1000 psf
Width of P.T. Base
Pad
WP =
11.25 in
Length of P.T. Base Pad
LP =
24.00 in
Calculations
Vertical Load at Mod -Line:
W=(Rdl+RIO xD
W=
512plf
Marriage Line Supports
Marriage Line #1
No. Location
Loads
Footing Size
No. of P.T.
No. of Piers &'
(ft.)
(lbs.)
(in. sq.)
Base Pads
Pier Rated Load
Wall 0.00
1,364
15.11
31 �' Z -®"x
4
2
1 _ 5.33
6,464
31&Z40^r3-6..4
2
2 25.25
6,528
25 &1 r-i=o";c
z- 3�" 3
2
9 30.83
3" 41.50
4,160
5,760
29`2=p`x3
4
2
4 - Wall 53.33
3,028
21
2
1
0`
0
0
0
0
0
_0
0
0
0
0
0
Marriage Line #2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Floor Supports
Longitudinal Spacing:
Sion =
6
Lateral Spacing:
Slat =
8.75
Trib Area
Load
Footing Size
No. of P.T.
No. of Piers &
(ft. sq.)
(lbs.)
( in. sq.)
Base Pads
Pier Rated Load
- 52.5
- 2,625
20
2
1
- Perimeter Footing:
'4 Trib Length
Load
Footing Width
(ft)
(elf)
(ft)
6.4
256
0.26
Structural Engineering
Russell, Gallaway Associates
_-r—,_-fir-
- ---T--
-
Serenity Homes
Job No. 05-025
Slater Residence
5/17/2005
BC
Input Data
Design Wind Pressure (75 mph exp. C) P =
20 psf
Seismic Load Factor EQ =
0.117
Roof Dead Load Rd, =
10 psf
Wall Dead Load Wdl =
10 psf
Floor Dead Load Fd, =
10 psf
Exterior Wall Height Ht,, =
8.0 ft
Roof Height Htr =
4.0 ft
Building Length L =
56.0 ft
Building Width W =
25.7 ft
Anchor Bolt Working Load, 1/2" x 6" AB =
984 lbs
Calculations
Wind Load Vw P x Ht + Htw) =
240 pIf
Seismic Load Veq = EQ x (Rd, + Wdl + Fd,) =
3.51 psf
Seismic in Longitudinal Direction V'q -long Veq x L =
197 plf
Longitudinal Wall shear
56 plf
No. of 1/2" x 6" AB req'd at end wall =
4
Maximum Spacing =
14.00 ft.
Seismic in Transverse Direction Veq - trans Veq X W
90 plf
Transverse Wall shear =
262 plf
No. of 1/2" x 6" AB req'd at side wall =
7
Maximum Spacing =
3.67 ft.
Total No. of Vents Min. underfloor venting is 1 sq. ft. of vent for every
150 sq. ft. of underfloor area.
Total underfloor area
1439 sq ft
Total No. of 6" x 14" vents
17
Russell, Gallaway Associates
Structural Engineering
I it
K
I
I
To specify your own
Title Serenity Slater
Page: '
special title block here,
Job # 05-025 Dsgnr: BC Date: MAY 17,2005
use the "Settings" screen
Description....
and enter your title block
30" Retaining Stem Wall
information.
This Wall in File: S:1RGA ProjectslSerenity\retainingwalls.r �
Retain Pro 6.1e, 8 -July -2004, ici1989-2004 Cantilevered Retaining Wall Design
I
Registration #: RP -1120525
j
Criteria
Soil Data Footing Dimensions & Strengths ` I
Retained Height
= 3.00 ft
Allow Soil Bearing _ 1,000.0 psf Toe Width _
Fluid Pressure Method Heel Width
0.50 ft
1.25
Wall height above soil
= 0.50 ft
Heel Active Pressure 30.0 psf/ft Total Footing Width _
Heel
1.75
Slope Behind Wall
= 0.00: 1
Toe Active Pressure = 30.0 psf/ft Footing Thickness =
12.00 in
Height of Soil over Toe
= 6.00 in
Passive Pressure = 250.0 psf/ft Key Width =
0.00 in
Water height over heel
= 0.0 ft
Soil Density = 110.00 pcf Key Depth =
0.00 in
FootingllSoil Friction = 0.300 Key Distance from Toe =
2.00 ft
Wind on Stem
= 0.0 psf
Soil height to ignore fc = 2,500 psi Fy =
= 0.00 in
60,000 psi
for passive pressure
Footing Concrete Density _
50.00 pcf
Min. As % _
0.0018
Cover @ Top = 2.00 in , @
Btm.=3.00 in
Surcharge Loads
Lateral Load Applied to Stem Adjacent Footing Load
Surcharge Over Heel
= 0.0 psf
Lateral Load = 0.0 #/ft' Adjacent Footing Load =
0.0 lbs
0.00 ft
Used To Resist Sliding & Overturning
...Height to Ton = 0.00 ft Footing Width
Surcharge Over Toe
= 0.0 psf
...Height to Bottom = 0.00 ft Eccentricity
0.00 in
Used for Sliding' & Overturning
Wall to Ftg CL Dist =
0.00 ft
Axial Load Applied to Stem
Footing Type
Line Load
Base Above/Below Soil _
0.0 ft
Axial Dead Load
_ 150.0 lbs
at Back of Wall
Axial Live Load
= 40.0 lbs
Axial Load Eccentricity
= 0.0 in
Design Summary
Stem Construction Top Stem
Stem OK
Wall Stability Ratios
Design height ft= 0.00
Overturning
_ 2.58 OK
Wall Material Above "Hf' = Concrete
Sliding
_ 2.54 OK
Thickness = 8.00
Total Bearing Load
= 848 lbs
Rebar Size = # 4
...resultant ecc.
= 3.26 in
Rebar Spacing = 18.00
Soil Pressure @ Toe
= 936 psf OK
Rebar Placed at = Center
Design Data
Soil PressureHeel
@
= 33 psf OK
_
fb/FB + fa/Fa - 0.100
Allowable
1,000
= psf
Total Force @ Section lbs = 223.1
Soil Pressure Less
Than Allowable
Moment....Actual ft-#= 228.4
ACI Factored @ Toe
ACI Factored @ Heel
= 1,324 psf
= 46 psf
Moment..... Allowable = 2,282,0
Footing Shear @ Toe
= 0.0 psi OK
Shear..... Actual psi = 4.6
Footing Shear @Heel
= 1.4 psi OK
Shear..... Allowable psi = 76.0
Allowable
_ 85.0 psi
Lap Splice if Above in= 34.88
Sliding Calcs (VerticafComponent NOT Used)
Lap Splice if Below in= 8.40
Lateral Sliding Force
- 206.3 lbs
Wall Weight = 100.0
less 100% Passive Force= - -281.3 lbs
Rebar Depth 'd' in= 4.00
less 100% Friction Force
= 242.3
Masonry Data
Added Force Req'd r
= 0.0 lbs OK
- fm psi=
Fs psi =
...,for 1.5 :'1 Stability
= 0.0 lbs OK
Solid Grouting =
Special Inspection =
Modular Ration' _
Short Term Factor =
Equiv. Solid Thick. _
Masonry Block Type = Medium Weight
Concrete Data
fc - psi = 2,000.0
Fy psi = ' 60,000.0
Footing Design Results
Toe Heel
Factored Pressure =
1,324 46 psf
Mu': Upward =
150 32 ft-#
Mu': Downward =
18 91 ft-#
Mu: Design =
132 59 ft-#
Actual 1 -Way Shear =
0.00 1.40
85.00 85.00
psi si
ac
Other Acceptable Sizes & Spacings
psi P p g
Allow 1 -Way Shear =
-
Toe Reinforcing =
None Spec'd
Toe: Not req'd, Mu < S * Fr
Heel Reinforcing =
None Spec'd
Heel: Not req'd, Mu < S * Fr
Key Reinforcing =
None Spec'd
Key: No key defined
To specify your own
Title Serenity Slater
Job # 05-025
Dsgnr: BC
Date:
Page:
MAY 17,2005
special title block here,
Description....
use the "Settings' screen
30" Retaining Stem Wall
and enter your title block
information.
This Wall in File: S:1RGA Projects\Serenity\retaining walls.r
Retain Pro 6.1e, 8-July-2004, (c)1989-2004 Cantilevered Retaining Wall Design
Registration # : RP-1120525
Summary of Overturninj & ResistingForces & Moments
.....OVERTURNING.....
RESISTING.
Force Distancee
Moment '
Force , , Distance Moment
lbs
ft
ft-#
Item lbs ft ft-#
= 240.0 1.33 320.0
Soil Over Heel
..192.5
1.46
280.7
Heel Active Pressure
= -33.8 0.50 -16.9
Sloped Soil Over Heel =
Toe Active Pressure
Surcharge Over Heel =
Surcharge Over Toe =
Adjacent Footing Load =
Adjacent Footing Load =
Axial Dead Load on Stem =
150.0
0.83
125.0
Added Lateral Load =
Load @ Stem Above Soil =
Soil Over Toe =
27.5
0.25
6.9
Surcharge Over Toe _
Stem Weight(s) -
350.0
0.83
291.7
Earth @ Stem Transitions=
Total = 206.3 O.T.M. = 303.1
footing Weighi =
87.5
0.88
76.6
- 2.58
Resisting/Overturning Ratio -
Key Weight =
Vert. Component
2.00
Vertical Loads used for Soil Pressure = 847.5 lbs
Total =
807.5
lbs R.M.=
780.8
Vertical component of active pressure NOT used for soil pressure`
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PREPARF"
Mr:...."1 w "•+¢.s r. -,. v,.:.
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NOTES:
SOILWOOD::: �, •- , . °_...
S
' CODES: 2001 SHEARWALLSCHED LE NAILING:
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..��• •: 411CALIFORNIA BUILDING CODE 1. ALL FOOTINGS SHALL BEAR ON ORIGINAL FIRM 1 ALL STRUCTURAL W00 SHALL WITH
e '
_LOADS: ROOF LIVE UNDISTURBED ANbN NON -EXPANSIVE ` OIL. 1F THE FOLLOWING SPECIFICATIONS:D DOUGLAS THE ENTIRE PERIMETER OF THE 1. ALL NAIL FOR STRUCTURALURALW
WORK SHALL
; .
LOAD (SNOW)
J 30 P F EXPANSIVE SOIL ARE ENCOUNTERED DURING FIR -COAST MANUFACTURED REGION GRADIN RULES, DF HOME
SHALL BE BE FULL HEAD COMMON WIRE NAILS
E NAILS
ry
SOILS: NO SOILS CONSTRUCTION, CONTACT THE ENGINEER FOR #2BTR.U.NA. PLYWOODU.S.S PRODUCT STANDARD CONSTRUCTED AS A SHEARWALL AND USE
CONFORMING TO THE FOLLOWING
"-
i
M
INIM
M
REPU ,_;. BASED ON 1000 F FURTHER GUIDANCE. P. . 1 83F SOFTWOOD PLYWOOD. S RUC It THE FOLLOWING CONSTRUCTION METHODS SIZES.
.d �i6 t
,
r
ANNOTATED
HERE.2. THE SITE SHALL BE STRIPPED OF ALL ORGANIC CDX U.N.O.
E
NAILS
i
-i
i �L DELIT I AT ---------- --- , .
GLti _ ER OUS MATERIAL WITHIN 4 FEET F THE 8d .1 - _ _ , .. -
O .-ALL OD IN THE CONSTRUCTION N F THIS 0 dla.'x 2 1 PYRI
2 WO T O O S 31 /2 CO ...
_ _ 1
- BUILDINGPERIMETER. FOUNDATION HALL BE PRESSURE TREATED TYPE 1 (LONGITUDINAL) 10d
0.148 dia x1
5/8 PENETRATION
J
SIERRAD
..
,
t
NDA I Y 2
1. F . U TONS STEM INCLUDES POST AND '3. THE CONTRACTOR/OWNER IS RESPONSIBLE FOR A IRA D MARKED BY A 15/3 CDX OR 1/2 OSB PLUS THICKNESS F H
DOUGLAS F N THE AMERICAN IC SS O SHEAR PLATE
MASONRY i
UNIT BLOCKSUPPORTS FORVERTI AL VERIFYING THE ADEQUACY OF THE EXISTING SOILSWOOD PRESERVES BUREAU. 8d COMMON OR 0131 X P NAILS 1Od 014
8 dia x
3
OR BOX �
saCOMMON
ALL RI HTS RESERVEC. N
G
_ � PARTS MAI'
'>1 I
rE AND DEAD
LOADING ALONG THECONDITIONS.``W ERE APPLICABLE,THE 3. 'STRUCTURAL PANEL SHEATHING SHALL BE 4O.C.ED E
NAILING E. N. 16d '
0.1
2
d
l
a
x 1./2
O.S.B.$TRUCTURAL
@4nO.C.O.0
. AL
O
N EDGES S
&
1�
_
BERE REPRODUCED ED W
ITHOU
WRITTENTHE
MANUFACTURED HOME S�MARRIA LINE.AND STEEL CONTRA TOR/OWNER SHALL BE RESPONSIBLE FOR TA PED CUT NOTCHED ACCOMODATE THE 6 O.C.OC FIELD AILING F: N. 2 ALL NAILS SHALL DIPPED OVER VAPOR BARRIER @16,O.C.N THE FIELD PERMISSION OF SIERRA DGGROUP.tI„ BEAM UNDERCARRIAGE. PERIMETER STEM WALL ACQUIRING THE SERVICES FASOITESTING FRAMINGHA DWARD AS REQUIRED ED FO AFL SH 2 X BLOCKING PANEL EDGES GALZANIZ D: 44 BLOCKING 4x4 BLOCKING
A S PRIMARY PATH FOR LATERAL FORCE SHEAR PROFESSIONAL TO ASSURE COMPLIANCE WITH THE FIT AND SHAETHING TO PLAT AND BEAR ON THE +-WALLS. 1 2, 3 4 REQ. 112J BOLT 3: HOLESES SHALL BE SUBDRILLED WH~ E 1NBETWE N VENTS (MAIN SHEAR XF FROM
CONNECTIVITY. SOME VERTICAL LOADS WILL BE ABOVE LARGE AGGREGATE MATERIAL. SUPPORT MEMBERS. REQUIREMENT IS W/ 5„ EMBED 4 O.C. AND WITHIN NECESSARY TO PREVEN SPLITTING. FLOOR JOIST TO MUD SILL
_
2X6 .P.T_D.F MUDS1 LL PREPARED FOR
, .
PROVIDED SO THERE NO UNACCEPTABLE 12” F MEMBER ND. SUBDRl
LLED HOLES SHALL BE DRIL
�
T0 75CARRIED BY THE PERIMETER TEM WALL, HOWEVER,
.
' THE INTERIOR SUPPORTS AREDESIGNED IN FOUNDATION: UNDULATIONS IN THE ROOF/FLOOR SYSTEMS OR 2X P. .D.F SILL PERCENT F NAIL DIA.
r 1i2 OSB STRUCTURAL'PANEL
,.
ACCORDANCE WITH THE MANUFACTURERS LOADING
OTHER;FlNI
HES.
. ,.
2 x 6 P.T
.D.F S
ILL ALL AROUND
-12,� J_
BOLT PERSH A
RWAL L- SCHEDULE
TABLE AND INSTALLATION MANUAL. 1 FOUNDATION DESIGN IS BASED N THE 4. SILL SHALL AVE SUPPLEMENTALPRE PRESERVATIVE TYPEit TRANSVERSE VENT OPENING SECURE WITH 2 -16d GALV..
+
;
"2 DESIGN AND SUBSEQUENT INSTALLATION SHALL MINIMUM REQUIREMENTS NOTED IN CHAPTER 18 OF T ATMENTAT ALL CUTS,N NOTCHES AND
15/32 CDX OR 1/2 OSB
e
4O.0:
EMBEDDED INTO CONCRETE
M 6 EMBED. W/ 2X2 SQUARE
U
ARE
SILL
BE IN ACCORDANCE WITH THE FUQUA HOMES THE CALIFORNIA BUILDING ODE. ALLOWABLE LUTES IN SILL PLATES GREATER AN 1/3 OF THE + 8d COMMON OR 0.131 X P_NAILS PLATE WASHER.
SERENITY
MES
,
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_
L
BE PR VIDEED W
IT
H
+'- 4„
O.C. EDGE NAILING
E. NINSTALLATION MANUAL. THE CONT /WNER BEARING PRESSUREI ASSUMED TO 1000PSF REQUIRED DPL TE WIDTH SHAL
,
249,0 BRUCE
6 R9 .
,O.
�
95928IS RESPONSIBLE N I L TO FOLLOW PROPER SET UP FOR ALL FOOTINGS. ADDITIONAL SILL BOLTS REQUIRED FOR SILL 12„ O.C. FIELD NAILING F. N. 4 530)566_
566-9482
2PROCEDURES.2. THE ELEVATIONS SHOWN O THE BOTTOM F THE BREAKS 2XBLOCKING PANEL DGES PHONE �530)
„
3. THIS PLAN ETI LIMITED T FOOTING ARE MINIMUM DEPTHS. WALLS. A B C D REQ.9/2 J BOLT
S S O STRUCTURAL 5. CONNECTOR HARDWARE MODEL NUMBERS ARE
G
_,v FOUNDATIONWORK ONLY. NO REPRESENTATION 3. THE BOTTOM OF FOOTINGS SHALL BE LEVEL. . .THOSE FOR THE IMPSO TR G -TIE COMPANY.
WI 6” EMBED
30” O.C.. AND WITHIN
I
HAS E
S B EN MADE FOR THE STRUCTURAL DESIGN OF ' CHANGES IN ELEVATION SHALL BE GONE USING THE ALL FASTENERS FULLY NAILED ORBOLTED 12 OF MEMBER END. -_
v
,
a a
ALL DIMENSIONS NS SHA
LL BE IN ACCORDANCE WITH _4. GRADING
D THE HOME SHALL BE SUCH RESULT IN THE HIGHEST
LOAD CARRYINGCAP
A ITY
. TY SECTION AT VENT
T
1'
SHEAR DETAILTHE MANUFACTURED HOME. TYPICAL FOUNDATION STEP. WITH TEH TYPE AND FASTENERSUSEDSHALL 2X P T.D.F SILL
P
,
`
AROM THE
PUBLISHED HED
BY THE MANUFACTURER
FAC RER NLE
SS
S 'ALE; N.T.S. F
SCALE N.T.S.N
HE FUQUA DRAWING SET FOR BUILDINGMODEL NO. SURFACE WATER FLOWS AWY:F
141DWITH A30 PSF OLIVE LOAD.'ANY FOUNDATION. EOUALCONNECTOR
II6CRE ANC ES SHALL BE BROUGHT TO THE HARDWARE MAY BE ALLOWED D ONLY IF THE
FP 4� .
I
ATTENTION OF THE ENGINEER AND RESOLVED PRIOR CONCRETE:
MANUFACTURER HASHARDWARE OF EQUAL OR
S
I
TO PROCEEDING WITH ANY WORK.
s
GREATER LOAD CARRYING CAPACITY THAN
THE
ECv GIE
3 � ,
DRAWINGS. 1 CONCRETE SHALL BE A MINIMUM OF 5 SACK MIX
SPECIFIED NAIL DIAMETER.
2x WEDGE
`- 5. CONTRACTOR SHALL COMPLY WITH OSHA SAFETY WITH A MINIMUM PC .2500 PSL DESIGNMIX SHALL
CHASSIS hBEAM BLOCKING
,•,, .,;, .. ,..,+r , •
:.
ORDERS AS THEY PERTAIN O HIS STRUCTURE.
BE VERIFIED .PRIOR TO DELIVERY ON THE JOB SITE.
� I
CONTRACTOR SHALL ADEQUATELY < 2: ALL CONCRETE WORK SHALL CONFORM WITH ACI 9
QUA SHORE BRACE
FINISH SIDING
. FLOOR
9
I
ado GOUtfAND SUPPORT THE MANUFA T RERED BUILDING _-_-____318 02. OR TRIM
1JHILE THE BUILDING IS BEING TRANSPORTED, 3 ALL EMBEDDED ITEMS REINFORCING BOLTS C iCC �®if
'
a .:95928
ASSEMBLED AND FINALLY CONSTRUCTED. BUILDING DOWELS SLEEVES SHALL BE PLACE AND SECURED
. .
X02 fax 342 1882�4
SYSTEM SHALL NOT BE CONSIDERED IDERED PRIOR TO CONCRETE PLACEMENT.EMENT.
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