HomeMy WebLinkAboutB16-2769 030-110-074f
BUTTE
1 COURTTY
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NIOV 0 e 2015
DEVELOPMENT
SEPvVICES
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changes will be
Future=; occupancy
required to
meet the regulations
't
red at the time e of perms applic.,ation for a new occupancy
change or tenant improvement
A/D P T H
Flood Zone;
FIRM 0 30^U'0' obi
See attached- Minimum erosion control and
sediment controls for projects disturbing less
than one acre
MMA
40,
PERM. F, -
B'_!1 E. COIF DEVELOPMENT SERVICES t
,-VIEWED FOR
`SDE C MPLIANCE t�
DATE - - W
4650
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3 55. 5 2/ No R
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EASEMENTS
ALL PORTIONS OF STRUCTURE TO BE OUT
_F��..D� P__LAb� FoR_ _�ROPd.SED. UILD[N6.:_ _.
OF EASEMENT -INCLUDING FOQTINGS,744-1-
t=OUNDATIONS, WALLS, EAVES AND ROOF
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,-VIEWED FOR
`SDE C MPLIANCE t�
DATE - - W
4650
N
L.
--- ---- h—~-��'_ --01.
IV y _
3 55. 5 2/ No R
no coNIsrRucrroN INI
EASEMENTS
ALL PORTIONS OF STRUCTURE TO BE OUT
_F��..D� P__LAb� FoR_ _�ROPd.SED. UILD[N6.:_ _.
OF EASEMENT -INCLUDING FOQTINGS,744-1-
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Butte County Department of Development Serv40
ices
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 Count3r Center Drive
e
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-2140 Facsimile
www.buttecou nty.net/dds
www.buttegenetan.net
ADMINISTRATION * BUILDING * PLANNING
/U r
MINIMUM EROSION AND SEDIMENT CONTROLS FOR
PROJECTS DISTURBING LESS THAN Oi�E ACRE
The BMP's (Best Management Practices listed below
,, � must b
(October 15 through April 15) and may be required y � q at other
conditions
throughout the year. The BMP's listed are minimum
could be required based on site conditions,
in place during
times based on
requirements and
the rainy season
weather and sife
additional BMP's
® Stabilized entry: Provide minimum 3" to 6" fractured rock 50' I "
long x 15 wide by 6 deep over
construction grade fabric.
All soils tracked onto paved roadways must be cleaned u on '
duringa p a daily basis. When streets are wet or
rain event there shall be no tracking of soils onto the street.
Wattles installed properly behind curb or sidewalks.
Rock bags (minimum 2 per side) at all drain inlet locations within•
150 of the project site.
Internal filters placed inside each drain inlet.
Trash bars across the back of all drain inlets.
Stabilize all disturbed soils in the front yard areas within 15' of•
the back of curb or sidewalk. (Straw
or erosion blankets may be used for this application
Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion
blankets may be used for this application
All paint, fuel, construction products etc. shall be stored in a covered location away from sidewalks
and storm drain inlets.
Portable chemical toilets if provided on the site must be kept off •
p of streets and sidewalks and at least
50' from the nearest storm drain inlet.
All trash must be collected and stored properly. Do not let item
bucket s such as drywall mud boxes, paint
s, cleaning material containers etc. come in contact with an rainfall or storm
o Provide a designated Y orm water runoff.
g area for concrete washout. Hay bales lined with visqueen may be used f
application. Rollaway bins may also be used. Y or this
Y All concrete washout systems shall be placed off of
the paved streets.
After installation of the above items is complete a maintenance program
insure the p p gram needs to be developed to
continued effectiveness of your BMP's.
K:\BUILDING\20111Approved forms\Res Green Bldg. forms\Erosion & Sediment invent Control Measures.doc
16
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4
GENERAL NOTES
1. GENERAL
ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES.
THE ENGINEER HAS PROVIDED AND IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY, ALL OTHER REQUIREMENTS
OF THE BUILDING CODE INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS
REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL
DESIGN CALCULATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SHOULD ANY CHANGES BE MADE
FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN
THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE.
THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED
OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF
CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS,
AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING,
SCAFFOLDING, ETC.
IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS,
THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE. SHOWN ON THE DESIGN
DOCUMENTS.
ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANOES MUST
BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE
REVIEW OF THE ENGINEER.
V ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE
CONTRACTOR OR OWNER.
SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1704 OF THE
CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION:
HIGH STRENGTH BOLTING OF METAL BUILDING ABOVE
THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE ENGINEER OF RECORD
AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE
SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT.
2. SITE WORK / FOUNDATIONS
ASSUMED MAXIMUM SOIL BEARING = 1500 PSF (NO SOILS REPORT PROVIDED)
FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS.
• FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES..
USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT.
3. CONCRETE / REINFORCING
CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI U.N.O.
(DESIGNED BASED ON 2500 PSI MIN.)
ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE 11 OR TYPE III LOW ALIKALL
AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS
DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE
MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT.
i CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THIE LATEST EDITION OF THE
ACI CODE AND CBC APPENDIX, CHAPTER 19.
REINFORCEMENT COVER SHALL BE AS FOLLOWS:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 311 CONCRETE WITH SOIL OR WEATHER EXPOSURE:
#5 BARS AND SMALLER 1 %"
#6 BARS AND LARGER 2"
CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4"
REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMIETERS U.N.O.
#5 AND LARGER REBAR SHALL NOT BE RE-BENT.
ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION
BEFORE AND DURING CONCRETE PLACEMENT.
I ANCHOR BOLTS SHALL BE ASTM A 307 AND SHALL BE PROVIDED NEW, W/O EXCESSIVE RUST.
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(DIM Y)
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It
A
1
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60'-0" OUT—TO—OUT OF STEEL
60'-3" OUT—TO—OUT OF CONCRETE
n
1'-3"
— F5 55
F3.5 r
I o I _-4
(1) #4 HAIRPIN
TYPICAL, (8) PLCS
PROVIDE "FINISHED
CONSTRUCTION" FLOOD
ELEVATION CERTIFicATE BUILDING INSPECTION OTOTO
FINAL
( BUILDING DIVISION
3
30'-0"
�---�F3
X—BRACErr—
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F3� /
SEE FLOOD ELEVATION I
CERTIFICATE FOR I
REQUIREMENTS / I
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STRUCTURAL PLAN NOTES:
1. VERIFY ALL DIMENSIONS, ELEVATIONS, COLUMN LOCATIONS,
AND EDGE OF SLAB LOCATIONS WITH METAL BUILDING
DRAWINGS BY GARCO BUILDINGS CORP., STAMPED AND
Q, OFESS/k
C. JO.yI <
�N 6 8800
E 0 16
d> I/VI \,R -
OF CAL F ��
09/ 3nl is -
THESE PLANS HAVE BEEN REVIEWED
FOR COMPLIANCE ONLY WITH THE
ATTACHED STRUCTURAL
CALCULATIONS
383 Rio Lindo Ave.
Suiite 200
Chico, CA 95926
P. 530.592.4407
SummitChico.com
' /SIGNED BY AN ENGINEER LICENSED IN CALIFORNIA \
PROVIDE 3/4" DEEP TOOL 2. ALL ANCHOR BOLTS SHALL BE IN USING THE
JOINT/SAW CUT FOR CRACK LAYOUT PROVIDED BY GARCO BUILDINGS CORP. STAR I
F3/ CONTROL AT 10'-0" MAX BUILDINGS HAS PROVIDE ANCHOR BOLT DIAMETER \ I F4
AFL SPACING IN BOTH DIRECTIONS. REQUIREMENTS FOR ALL COLUMN LOCATIONS. ALL L_
07_11 ---�
r ANCHOR BOLTS SHALL BE EMBEDDED INTO CONCRETE
I I FOOTING PER DETAIL 1/S1._
— i 3. SUMMIT STRUCTURAL DESIGN HAS NOT DESIGNED THE I c I E
L SLAB ON GRADE, HOWEVER AT A MINIMUM THE
SFT— FOLLOWING IS RECOMMENDED:
r00
5" THICK SLAB ON GRADE WITH #4 AT 24" O.C. PLACED
AT THE CENTERLINE OF SLAB OVER 2" SAND, OVER 4" I J
\ AGGREGATE BASE. USE MOISTURE BARRIER (ASTM E / ( I-
1745) WHERE FLOORING OR MOISTURE SENSITIVE
EQUIPMENT WILL OVERLAY CONCRETE SLABS. USE CRACK i C
5 TYP. CONTROL JOINTS AS REQUIRED TO AVOID UNINTENTIONAL
CRACKING. I V -,C
I S1 Future occupancy changes will be I < Q
IF LOADING 1S TO EXCEED 250 PSF A DESIGN FOR THE
I required to meet the regulations �/W �' y��'J0( ��� U 011
SLAB ON GRADE SHALL BE REQUIRED. I / W
required at the time of permit I ,
application for a new occupancy I Cq,��/y/NCj nth .__I fJ
! J_
change or tenant improvement I F
/ I I 2 0/3 _ G %� /far. 2 S'n, 4.! : >
/ I 0
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-------------------------------I I------------------ ------------ G I C �
j j r X—BRACE j B 1 '�
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L -------J - --
CBC SECTION 1704 LANDINGS AT DOORS
Surface Drainage shall comply with 4 0
SHALL COMPLY WITH 2013 CBC SECTIONS 2013 CRC section R401.3 minimum S1 BUTTE { ' � � I�
SPECIAL INSPECTION IREQUIFtEt3 1008.1.5, 1008.1.6, 1009.8 &1010.7 and s" in 10 feet) slope away from TYP. COUNTY
5� (6 inches" �
See attached Special Inspection 2013 CRC SECTIONS 311.3 & 311.7.6 foundation walls NOV 0 6 2015 O �
Note
MENT
Fri
FOUNDATION PLAN
RAMP EDGE OF SLAB AT 89
/
ROLL UP DOOR OPENINGS
SLAB ON GRADE
DRAINAGE BY OTHERS_ 3 4" PER PLAN
°
SLAB ON GRADE 6"
AT SIM CONDITION o #4 VERT. 12"AT 24" O.C.
_I
(Cc? 2—POUR FOUNDATION)
• (2) #4 CONT.
TOP AND BOTT
FOOTING AT ROLL UP DOOR 5
NO SCALE
N
EDGE OF STEEL
A.B. PER PLAN WHERE OCCURS
SLAB ON GRADE PER
DRAINAGE BY OTHERS_ PLAN WHIERE OCCURS
i
SLAB ON GRADE I 11=
AT SIM CONDITION ...-
0
I
1'-0" 4
CONTINUOUS FOOTING
NO SCALE
'.1
- #4 VERT. 12" 1 AT 24" O.C.
(® 2—POUR ((FOUNDATION)
-(1) #4 CONT.
TOP AND BOTT
SCALE: 1/4" = 1'-0"
fio elkalz'6*1 -
N
EDGE OF STEEL
A.B. PER PLAN —
VARIES
1 1 /2"1_
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NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY GARCO
METAL BUILDING CORP. FOR ANCHOR BOLT LAYOUT. VERIFY ALL
NON—STRUCTURAL BOLTS FOR OPENINGS AND DOORS WITH OWNER
AS THEY MAY OR MAY NOT HAVE BEEN SHOWN ON THIS PLAN.
r
OF COLUMN 1,4 114P S fh,4 lI
STEEL COLUMN,`
—[----BY OTHERS
DETAIL AT SPREAD FOOTING
NO SCALE
HOOK REINFORCING AROUND
BOLTS AT HAIRPIN TIE
cAOd°n
11if=
SLZf=-AB ON GRADE
PER PLAN
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REINFORCING
PER SCHEDULE
3" CLR
DFly EI1OP
SERVICES U.
LLj
FOOTING SCHEDULE
NO SCALE
ANCHOR BOLT
SCHEDULE
FOOTING SCHEDULE
A.B. SIZE
EMBEDMENT
A
(4) 5/8" DIA
15"
B
MARK
(DIM X) X
(DIM Y)
X (THICKNESS)
15"
D
REINFORCING
15"
F3
3'-0"
X
3'-0"
X 2'-6"
5
4
E.W.,
TOP
&
BOTT.
F3.5
3'-6"
X
3'-6"
X 3'-0"
(7)
#4
E.W.,
TOP
&
BOTT.
F4
4'-0"
X
4'-0"
X 3'-0"
8
4
E.W.,
TOP
&
BOTT.
F5.5
5'-6"
X
5'-6"
X 3'-0"
11
4
E.W.,
TOP
&
BOTT.
FOOTING SCHEDULE
NO SCALE
ANCHOR ROD SHALL CONFORM TO ASTM F1554 GR. 36 WITH PLATE
WASHER 1/2" X 2 1/4" X 2 1/4" SECURED WITH DOUBLE NUTS, TYP.
NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY GARCO METAL
BUILDING CORP. FOR ANCHOR BOLT SPACING. VERIFY ALL
NON—STRUCTURAL BOLTS FOR OPENINGS AND DOORS AS THEY MAY OR
MAY NOT HAVE BEEN SHOWN ON THIS PLAN.
ANCHOR BOLT SCHEDULE
NO SCALE
e..
PERMIT
BU 'E COUNTY DEVELOPMENT SERVICES
� REVIEWED FOR
CO JE MPLIANG-
DATE % 6 BY
REVISIONS:
DATE: 09/30/15
SCALE: 1/4" = 1'-0"
DRAWN BY: ACJ
JOB NUMBER: 15-306
SHEET:
S1
Fie, " C:711
I�'
ANCHOR BOLT
SCHEDULE
A.B. TYPE
A.B. SIZE
EMBEDMENT
A
(4) 5/8" DIA
15"
B
(2) 5/8" DIA
15"
C
(2) 5/8" DIA
15"
D
(4) 3/4" DIA
15"
E
(4) 3/4" DIA
15"
F
(2) 5/8" DIA
9"
G
(4) 1" DIA
15"
ANCHOR ROD SHALL CONFORM TO ASTM F1554 GR. 36 WITH PLATE
WASHER 1/2" X 2 1/4" X 2 1/4" SECURED WITH DOUBLE NUTS, TYP.
NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY GARCO METAL
BUILDING CORP. FOR ANCHOR BOLT SPACING. VERIFY ALL
NON—STRUCTURAL BOLTS FOR OPENINGS AND DOORS AS THEY MAY OR
MAY NOT HAVE BEEN SHOWN ON THIS PLAN.
ANCHOR BOLT SCHEDULE
NO SCALE
e..
PERMIT
BU 'E COUNTY DEVELOPMENT SERVICES
� REVIEWED FOR
CO JE MPLIANG-
DATE % 6 BY
REVISIONS:
DATE: 09/30/15
SCALE: 1/4" = 1'-0"
DRAWN BY: ACJ
JOB NUMBER: 15-306
SHEET:
S1
Fie, " C:711
I�'