HomeMy WebLinkAboutB16-2296 000-000-000Pool Plan
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BUTTE
COUNTY 12Ap. d��
OCT 14 2016
DEVELOP-MENT
SERVICES
Site Plan
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NATIVE
SOIL
•.v
WALL AND TRAN51TIC
REINFORCING PI:
(3) #5 CONT
d
#5 AT
• : �' 48" O.G.
li CL z
ADDED REINF. PER SGHED.
NOTE 'ADDED REINF.'
fQ
'o
O
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ZONE 'S'
DnnT Q� '77nXT
WATER LEVEL
(3) #3 CONT
c31..,...<!..., z
Q #5 AT 48" O.G.
STEPS WHERE --.._...-.._............ _ ;_..._
n ._i ; i.
............. \_
g._...__. OL
= I 1=:]
2
� € v
a
#5 AT 12" O.G. EA
WAY, TYP. AT G/L OF
POOL BOTTOM -�
y
_— #3 AT 12" O.G. EA
WAY, TYF. AT C/L OF
POOL BOTTOM
WALL AND TRANSITION
REINFORCING PER
S-GHEDULE
STRUCTURAL NOTE'S
I. GENERAL
A. ALL WORK SHALL CONFORM TO THE 2013 GBG AND ALL APPLICABLE LOCAL CODES.
B. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2013 CEG
G. ALL PLUMBING WORK SHALL COMPLY WITH THE 2013 GPG
D. THE ENGINEER OF RECORD (CHAD RATZLAFF) HAS PROVIDED AND 15 RESPONSIBLE FOR
SPEC 1 F I G ITEMS DEMOTED OTED I N THE ATTACHED CALGULAT I ONS. REQUIREMENTS NOT
SPECIFICALLY SHOWN IN THE ATTACHED CALCULATIONS AND DETAILS ARE THE
RESPONSIBILITY OF THE OWNER OR CONTRACTOR. OTHER BUILDING CODE REQUIREMENTS NOT
INCLUDED IN TH15 DESIGN INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP
ACCESSIBILITY, E&RE55 REQUIREMENTS, PARKING, BUILT-UP BUILDING PAD, AND ALL OTHER
DE516N REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DESIGN CALCULATIONS.
E. SHOULD ANY CHAN&E5 BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS
WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL A55UME NO
RESPON51 BI L 1 TY FOR ANY ELEMENT OR 5Y5TEM OF THE STRUCTURE.
F. THE CONTRACTOR 15 RE5PON5IBLE FOR THE METHOD OF CONSTRUCTION AND SHALL PROVIDE
ALL SAFETY MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS AND
THE STRUCTURE DURING CONSTRUCTION. TH15 SHALL BE ACCOMPLISHED BY SHORING,
FORMING, BRAGIN6, SCAFFOLDING.
6. 51MILAR CONDITIONS SHOWN IN THE DRAWINGS SHALL BE USED IF ANY PART OF THE
CONSTRUCTION 15 NOT FULL DEPICTED IN THESE DRAWINGS OR CALCULATIONS.
H. CONTRACTOR SHALL FIELD VERIFY ANY CONDITION NOTED AS EXISTINev, ON THE PLANS. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD AND
SHALL BE FULLY REVIEWED BEFORE PROCEEDING WITH CONSTRUCTION.
I. STRUCTURAL DRAWINGS AND DETAILS SUPERCEDE ANY SHOP DRAWIN65 IN ALL
CIRCUMSTANCES. THE CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL
AGREEMENT W11TH THE LATEST STRUCTURAL DRAWINGS AND DETAILS. THE REVIEW OF THE
SHOP DRAWIN65 BY THE ENGINEER OF RECORD 15 FOR GENERAL CONFORMANCE WITH THE
STRUCTURAL DE516N INCLUDING LOADING AND DIMENSIONS. THE REVIEW DOES NOT
GUARANTEE THAT THE SHOP DRAWINGS CORRECT.
J. STRUCTURAL DRAWINGS OR DETAILS SHALL NOT BE SCALED.
K. FULL-TIME OR PARTIAL SPECIAL INSPECTION OF THE PROJECT SHALL BE CONDUCTED IN
ACCORDANCE WITH GBG 2013 SECTION 108. THE FOLLOWING TYPES OF CONSTRUCTION SHALL
BE INSPECTED:
-NO SPECIAL INSPECTION REQUIRED FOR TH15 PROJECT.
THE SPECIAL (INSPECTOR SHALL E3E ACCEPTABLE TO THE ENGINEER OF RECORD AND
BU I LD I N6 DERARTMENT AND SHALL BE I GBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE
COMMENSURATE W 1 TH TH15 TYPE OF INSPECTION REQU I RED.
2. DESIGN REQUIREMENTS:
A. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER GBG 2013 CHAPTER
16, DIVISIONS I, 11, III, AND IV U.N.O.:
B. SEISMIC: N/A
G. WIND: N/A
D. 6RAV I TY 1_0,4105: N/A
0
NO SQUE
2. SITE WORK AND FOUNDATIONS:
A. ASSUMED MAXIMUM SOIL BEARING = 1200 PSF
B. BUILDING 51 TE 15 ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL.
ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS
ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEFR.
G. ALL FOUNDATION TRENCHES SHALL BE GLEAN, FREE OF DEBRIS AND LEVEL.
D. A &EOTHEGHNIGAL ENGINEER MUST APPROVE THE PLACEMENT OF FOUNDATIONS ON OR
ADJACENT TO SLOPES. ENGINEER OF RECORD SHALL NOT BE LIABLE FOR ANY FOUNDATIONS
NOT DESIGNED IN ACCORDANCE WITH CHAPTER 18 SECTION 1805 OF GBG 2013.
E. TH15 DESIGN AND CALCULATIONS A55UME UNDISTURBED SOILS AND STABLE, LEVEL, OR
STEPPED, FOOTIN65. IT SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF
RECORD PRIOR TO CONSTRUCTION IF OTHER CONDITIONS ARE PRESENT.
F. NO RECOMMENDATIONS HAVE BEEN MADE FOR CONDITIONS WHERE THE LOADS TO THE
EXISTING FOUNDATIONS HAVE NOT BEEN SIGNIFICANTLY INCREASED. ONLY LOCATIONS WHERE
LOADS HAVE BEEN INCREASED 516NIFIGANTLY HAVE BEEN ADDRESSED IN THIS DESIGN. THE
OWNER SHALL BE ADVISED THAT THE EXISTING FOUNDATIONS MAY OR MAY NOT BE
STRUCTURALLY ADEQUATE. SETTLEMENT, CRACKING AND OTHER PROBLEMS ASSOCIATED
WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF TH15 DE516N.
6. MAINTAIN BUILDING FOOTING AT A HORIZONTAL D I STANCE EQUAL TO THE DEPTH OF
EXCAVATION AT THAT POINT.
4. CONCRETE:
A. CONCRETE AND 6UNITE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 P51 U.N.O.
B. ALL GEMENT USED SHALL CONFORM TO ASTM G-150 AND SHALL BE TYPE II OR TYPE III LOW
ALKALI.
G. A6GRE6ATE SHALL CONFORM TO ASTM 0-33 AND SHALL NOT CONTAIN MATERIALS WHICH
ARE ALKALI REACTIVE AS DETERMINED BY ASTM G-22-7, 28a, AND 2cI5. IF TEST DATA 15
UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE GEMENT WITH A
MAXIMUM ALKALI CONTENT LE55 THAN 0.45% 6Y WEIGHT.
D. CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO
THE LATEST EDITION OF THE AGI 318.
E. SLABS ON GRADE SHALL BE PER THE CONTRACTOR. THE FOLLOWING SHALL BE USED AS A
MINIMUM:
-AT GARAGE SLABS; USE 4" THICK S.O.G. WITH #5 BARS AT 15" O.G. EACH WAY ABOVE
MID-ID*EPTH OF SLAB OVER MOISTURE BARRIER OVER 4" A66RE&ATE BASE.
-AT ALL OTHER CONDITIONS; USE 3-1/2" SLAB WITH #5 AT 15" E.W. ABOVE MID -DEPTH OF
SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL
OTHER AREAS.
F. SAW-CUlr SLAB WITH 3/4" DEEP GROOVE FOR CRACK CONTROL AT INTERVALS NOT TO
EXCEED 15-O" WHERE SLAB 15 REINFORCED, INTERVALS SHALL NOT TO EXCEED 8'-0" WHERE
51-415 15 UN -REINFORCED.
6. GONGRETE/&UNITE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O.
H. &UNITE PROPORTIONS SHALL BE (1) PART GEMENT TO (4 1/2) PARTS SAND, MEASURED ON THE
DRY, LOOSE VOLUME BASIS.
I. SURFACE AGAINST WHICH &UNITE 15 PLACED SHALL BE WETTED PRIOR TO PLACEMENT.
5. REINFORC I N& STEEL
A. ALL REIINFORGIN& STEEL SHALL BE ASTM A615, GRADE 40 FOR #4 BARS AND SMALLER. ALL
REINFORGIN& STEEL SHALL BE A5TM A615, GRADE 60 FOR #5 BARS AND LARGER. WELDED
WIRE FABRIC, IS TO BE ASTM A185 WITH LAPPING OF 1 1/2 SPACES.
B. ALL BARS SHALL BE DEFORMED PER ASTM A505.
G. ALL BARS SHALL BE GLEAN AND FREE OF LOOSE FLAKY RUST, 6REA5E OR OTHER BOND
IMPAIRING MATERIALS.
D. ALL BENDS SHALL BE MADE GOLD.
E. LAP REINFORCING 40 BAR DIAMETERS, U.N.O. PERMIT# -
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE CC?I�I�LI C
DATE____ a � _� 0y
POOL RE I NFORO I N& SCHEDULE
DEPTH 'D"
ET
ZONE 'A'
DEPTH, ET REINF
ZONE
DEPTH, ET
' 5
REINF.
ADDED
REINF.
31-011
31-011
#3 @
12"
N/A
N/A
N/A
41_011
41-011
#3 @
12'''
N/A
N/A
N/A
31-011
E1-011
#3 @
12"
N/A
N/A
N/A
61-011
61-011
#3 @
12"
N/A
N/A
N/A
.I 1-011
41-011
#3 @
12"
3'-0"
#3 @ 6"
N/A
81-011
41-011
#3 @
12"
4'—O"
#3 @ 6"
#4 @ 1211
q 1-O 11
41-011
#3 @
12"
4'-0"
#3 @ 6"
#4 @ 611
NOTE:
1. ADDED RE I NEORG I NCS WHERE
IN TRANSITION ZONE 151
OGGURS SHALL BE
PLACED
STRUCTURAL NOTE'S
I. GENERAL
A. ALL WORK SHALL CONFORM TO THE 2013 GBG AND ALL APPLICABLE LOCAL CODES.
B. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2013 CEG
G. ALL PLUMBING WORK SHALL COMPLY WITH THE 2013 GPG
D. THE ENGINEER OF RECORD (CHAD RATZLAFF) HAS PROVIDED AND 15 RESPONSIBLE FOR
SPEC 1 F I G ITEMS DEMOTED OTED I N THE ATTACHED CALGULAT I ONS. REQUIREMENTS NOT
SPECIFICALLY SHOWN IN THE ATTACHED CALCULATIONS AND DETAILS ARE THE
RESPONSIBILITY OF THE OWNER OR CONTRACTOR. OTHER BUILDING CODE REQUIREMENTS NOT
INCLUDED IN TH15 DESIGN INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP
ACCESSIBILITY, E&RE55 REQUIREMENTS, PARKING, BUILT-UP BUILDING PAD, AND ALL OTHER
DE516N REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DESIGN CALCULATIONS.
E. SHOULD ANY CHAN&E5 BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS
WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL A55UME NO
RESPON51 BI L 1 TY FOR ANY ELEMENT OR 5Y5TEM OF THE STRUCTURE.
F. THE CONTRACTOR 15 RE5PON5IBLE FOR THE METHOD OF CONSTRUCTION AND SHALL PROVIDE
ALL SAFETY MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS AND
THE STRUCTURE DURING CONSTRUCTION. TH15 SHALL BE ACCOMPLISHED BY SHORING,
FORMING, BRAGIN6, SCAFFOLDING.
6. 51MILAR CONDITIONS SHOWN IN THE DRAWINGS SHALL BE USED IF ANY PART OF THE
CONSTRUCTION 15 NOT FULL DEPICTED IN THESE DRAWINGS OR CALCULATIONS.
H. CONTRACTOR SHALL FIELD VERIFY ANY CONDITION NOTED AS EXISTINev, ON THE PLANS. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD AND
SHALL BE FULLY REVIEWED BEFORE PROCEEDING WITH CONSTRUCTION.
I. STRUCTURAL DRAWINGS AND DETAILS SUPERCEDE ANY SHOP DRAWIN65 IN ALL
CIRCUMSTANCES. THE CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL
AGREEMENT W11TH THE LATEST STRUCTURAL DRAWINGS AND DETAILS. THE REVIEW OF THE
SHOP DRAWIN65 BY THE ENGINEER OF RECORD 15 FOR GENERAL CONFORMANCE WITH THE
STRUCTURAL DE516N INCLUDING LOADING AND DIMENSIONS. THE REVIEW DOES NOT
GUARANTEE THAT THE SHOP DRAWINGS CORRECT.
J. STRUCTURAL DRAWINGS OR DETAILS SHALL NOT BE SCALED.
K. FULL-TIME OR PARTIAL SPECIAL INSPECTION OF THE PROJECT SHALL BE CONDUCTED IN
ACCORDANCE WITH GBG 2013 SECTION 108. THE FOLLOWING TYPES OF CONSTRUCTION SHALL
BE INSPECTED:
-NO SPECIAL INSPECTION REQUIRED FOR TH15 PROJECT.
THE SPECIAL (INSPECTOR SHALL E3E ACCEPTABLE TO THE ENGINEER OF RECORD AND
BU I LD I N6 DERARTMENT AND SHALL BE I GBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE
COMMENSURATE W 1 TH TH15 TYPE OF INSPECTION REQU I RED.
2. DESIGN REQUIREMENTS:
A. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER GBG 2013 CHAPTER
16, DIVISIONS I, 11, III, AND IV U.N.O.:
B. SEISMIC: N/A
G. WIND: N/A
D. 6RAV I TY 1_0,4105: N/A
0
NO SQUE
2. SITE WORK AND FOUNDATIONS:
A. ASSUMED MAXIMUM SOIL BEARING = 1200 PSF
B. BUILDING 51 TE 15 ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL.
ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS
ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEFR.
G. ALL FOUNDATION TRENCHES SHALL BE GLEAN, FREE OF DEBRIS AND LEVEL.
D. A &EOTHEGHNIGAL ENGINEER MUST APPROVE THE PLACEMENT OF FOUNDATIONS ON OR
ADJACENT TO SLOPES. ENGINEER OF RECORD SHALL NOT BE LIABLE FOR ANY FOUNDATIONS
NOT DESIGNED IN ACCORDANCE WITH CHAPTER 18 SECTION 1805 OF GBG 2013.
E. TH15 DESIGN AND CALCULATIONS A55UME UNDISTURBED SOILS AND STABLE, LEVEL, OR
STEPPED, FOOTIN65. IT SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF
RECORD PRIOR TO CONSTRUCTION IF OTHER CONDITIONS ARE PRESENT.
F. NO RECOMMENDATIONS HAVE BEEN MADE FOR CONDITIONS WHERE THE LOADS TO THE
EXISTING FOUNDATIONS HAVE NOT BEEN SIGNIFICANTLY INCREASED. ONLY LOCATIONS WHERE
LOADS HAVE BEEN INCREASED 516NIFIGANTLY HAVE BEEN ADDRESSED IN THIS DESIGN. THE
OWNER SHALL BE ADVISED THAT THE EXISTING FOUNDATIONS MAY OR MAY NOT BE
STRUCTURALLY ADEQUATE. SETTLEMENT, CRACKING AND OTHER PROBLEMS ASSOCIATED
WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF TH15 DE516N.
6. MAINTAIN BUILDING FOOTING AT A HORIZONTAL D I STANCE EQUAL TO THE DEPTH OF
EXCAVATION AT THAT POINT.
4. CONCRETE:
A. CONCRETE AND 6UNITE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 P51 U.N.O.
B. ALL GEMENT USED SHALL CONFORM TO ASTM G-150 AND SHALL BE TYPE II OR TYPE III LOW
ALKALI.
G. A6GRE6ATE SHALL CONFORM TO ASTM 0-33 AND SHALL NOT CONTAIN MATERIALS WHICH
ARE ALKALI REACTIVE AS DETERMINED BY ASTM G-22-7, 28a, AND 2cI5. IF TEST DATA 15
UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE GEMENT WITH A
MAXIMUM ALKALI CONTENT LE55 THAN 0.45% 6Y WEIGHT.
D. CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO
THE LATEST EDITION OF THE AGI 318.
E. SLABS ON GRADE SHALL BE PER THE CONTRACTOR. THE FOLLOWING SHALL BE USED AS A
MINIMUM:
-AT GARAGE SLABS; USE 4" THICK S.O.G. WITH #5 BARS AT 15" O.G. EACH WAY ABOVE
MID-ID*EPTH OF SLAB OVER MOISTURE BARRIER OVER 4" A66RE&ATE BASE.
-AT ALL OTHER CONDITIONS; USE 3-1/2" SLAB WITH #5 AT 15" E.W. ABOVE MID -DEPTH OF
SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL
OTHER AREAS.
F. SAW-CUlr SLAB WITH 3/4" DEEP GROOVE FOR CRACK CONTROL AT INTERVALS NOT TO
EXCEED 15-O" WHERE SLAB 15 REINFORCED, INTERVALS SHALL NOT TO EXCEED 8'-0" WHERE
51-415 15 UN -REINFORCED.
6. GONGRETE/&UNITE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O.
H. &UNITE PROPORTIONS SHALL BE (1) PART GEMENT TO (4 1/2) PARTS SAND, MEASURED ON THE
DRY, LOOSE VOLUME BASIS.
I. SURFACE AGAINST WHICH &UNITE 15 PLACED SHALL BE WETTED PRIOR TO PLACEMENT.
5. REINFORC I N& STEEL
A. ALL REIINFORGIN& STEEL SHALL BE ASTM A615, GRADE 40 FOR #4 BARS AND SMALLER. ALL
REINFORGIN& STEEL SHALL BE A5TM A615, GRADE 60 FOR #5 BARS AND LARGER. WELDED
WIRE FABRIC, IS TO BE ASTM A185 WITH LAPPING OF 1 1/2 SPACES.
B. ALL BARS SHALL BE DEFORMED PER ASTM A505.
G. ALL BARS SHALL BE GLEAN AND FREE OF LOOSE FLAKY RUST, 6REA5E OR OTHER BOND
IMPAIRING MATERIALS.
D. ALL BENDS SHALL BE MADE GOLD.
E. LAP REINFORCING 40 BAR DIAMETERS, U.N.O. PERMIT# -
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE CC?I�I�LI C
DATE____ a � _� 0y