HomeMy WebLinkAbout039-025-011Ij
w 1669chbedroorn shMl have a finished sin hc4' bf'44*,
10.. One vAndo ght rt1 im tris heras um un t es
-On
txtedorjo& qsn the room.
•
•
I Jsi
All exhaust fans �rang'e hoods, and dryers be vented 6it
12. Provide pites valve with d nt.o oulslcle%on, Water, he
sure relief
-.
'd jha
I 3� -sit C�ndifions, shown herein are based on on pp he Omer Vid
e information ul tied t
cor4gons o Or dlocr6pimclo
not bo'h6ld reap"Ve for un1<66" M&
MARY. WANZtk
14. The cdntactor shall verify all site mnditims and the re''Wonshio of buildings to,i4 si he
required setbacks
OESI6411 4 CONSULTAN T
M Finish grade and mish door eleva, tion to be Oetd set Drainage ofoUnd a StrUCtUro g to MMY
ARCHITVMRAL DETAILS
from the buildings at Y4*, per foot for ininfroum of
& S BATHS
KITCHENS
9l&345- 1980
'n-, 7
�
7�
167013
F.'
<I
i 7
-GENERAL NOT
iO
I lor" I IRA(" 'lilt=
C: 1,." ttl. w'—'.4At ft nAnnogirl iflAne 0% fha I Inr� C: '.i nii Anv.
P&I Ica-,
hese i rawings an s fi
-77
2
Concrete to be sac
krnix,4
500 PSf @ ays.
_�2i:Aj jo nts and penetrations inxferi
or Wails floofS,L fin ceili ig§ shall be 'caulked and sealed'
d n
•
eI to be intermediate grade deformed ars-type N GR 40.
Reintoft -Ing b
4. Hom�atev`tahk Id av e ex ernai blanket of R-12' rst V or H.W. 6tlet p!
le fi 0 pe rom ahk In
ElectricaltMechanital
vncondfti d
i tone space 'shk be Wrapped wth R-`3 itisul a or better.
69 A�E
heater
waler e equ1pm6nt,L"Show6('h6ads,.fa
e Ucets and HV equ pmen to be C. t:. C. certi ed.
06atin. gAAC,sy'Stem �Miether neW or rev sed, to be designed by mechanical contra
1D J:z 1,
h L 11
C S !9 a b4 66nMrUci4d',-Inst6fled,'and' n8u ated per Cbapter jo of 1991 umc.
.
tkZ"aooovcr iyetj .o a
APPRIE
"'All' "6d j6
%M am all be' M
dU glazed and' AN81 cerflil ed.L
cnvironmental Health
N (111.1 W01% 0- 1- 1 "F
9 use US I it
a er closet -nii
g a On -6 aX M.'
J U L 2 1 2
ate ;7
Da•
P_ 0 pt�dj F_ Aw
Chico, CA
SiOf
gnature
trical fiAuh� ty' pe;silze'and ocatiori'tobe as e trec y owner.-!:,
3r Electrics
Ile,
4. All'66tlets and s%&Atches t6be I led and appriov6d b �t prior to installati
oca y own(
a lets and 16�4 Voltage system 9 al be is directed by ovvner. (P d
pec out h 'I t or extimple:'cable TV,, sound
system, do6rbell1cWm6S,'attic fan,'algirm' Stem smoke detector.
Sy
A airdwar N,
All exlerfi*,166" be S
kset i to. chla, ge series or equaLOW"her 10 Select tYP6,4
_to,be pro�l d
_kS try'ihd bathroom doors.
m en
_�2i:Aj jo nts and penetrations inxferi
or Wails floofS,L fin ceili ig§ shall be 'caulked and sealed'
d n
•
atist
3. E)ih fans an fan totems, o ave back dratt.dampor con rof,
4. Hom�atev`tahk Id av e ex ernai blanket of R-12' rst V or H.W. 6tlet p!
le fi 0 pe rom ahk In
vncondfti d
i tone space 'shk be Wrapped wth R-`3 itisul a or better.
heater
waler e equ1pm6nt,L"Show6('h6ads,.fa
e Ucets and HV equ pmen to be C. t:. C. certi ed.
h L 11
C S !9 a b4 66nMrUci4d',-Inst6fled,'and' n8u ated per Cbapter jo of 1991 umc.
.
APPRIE
"'All' "6d j6
%M am all be' M
dU glazed and' AN81 cerflil ed.L
cnvironmental Health
Butt e Cou;;�
nta poh
9 use US I it
a er closet -nii
g a On -6 aX M.'
J U L 2 1 2
ate ;7
Da•
Chico, CA
SiOf
gnature
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4 -o se cmmv
"Fret:
t
Q Argo t -r.4 D ss
� :47O R
D
NON -EXPANSIVE
APPROVED SEALANT RECOMMENDED.
EXPANSIVE
TABLE
REQUIRED W/ EXPANSIVE SOIL
SOIL
SOIL
SLOPE DECKING 1/8'
COPING
EQUIVALENT
EQUIVALENT
TO 1/4' PER FOOT.
BOND BEAM SEE TABLE NO. 1
FLUID PRESSURE
FLUID PRESSURE
AWAY FROM POOL
&DETAIL 12
= 45 P.C.F.
_ 50 P.C.F.
RAIN
THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS. SHOULD TiTLE 24
SEE DTL #12
I
o
c�
O
10"
r, ,
r,r,BEAMS
Z 71 I
.D -H
p it
01
-11 io
-
Car �I
CS
I z
"
I
zo W I II
z �
jK m a 3
a
(4)
(4)
�o ALLOWABLE
�-
5 1/2' pttI
BARS
#3 BARS
D R
t VERTICAL
t VERTICAL
t VERTICAL:
4 CONDITION
MIN.
STEEL
STEEL
O
..5T f3 0 12'
Mf #3 0 12"
5V #3 0 12"
-----
ZUNDISTURBED SOIL
5%"»
a o
51
1000 PSF MIN.
51r
m a
51 "
BEARING VALUE.
T
II
'alo 0
V 3 0 6-
IL
1
I I
5V #3 0 6"
51 ` "
5'0" V-6"
� o•
6"
6' "
5'6" 2'-0"
6" #3 0 6"
61,4"
Z SWIMMING POOL AND SPA CONSTRUCTION SHALL CONFORM TO STANDARD POOL STRUCiURAL PLAN
�j �{•�''�j�+/
�
6'0" 2'-6"
6"
71
71 "
T TO BE
6'
8'
71 3 0 4-
CHANGED
6"
81
8" '
UNIFORMLY.
-
9" "
81
SEE TABLE
I
9" »
81
NO 1
'
6 m
D
NON -EXPANSIVE
EXPANSIVE
EXPANSIVE
TABLE
SOIL
SOIL
SOIL
NO. 1
EQUIVALENT
EQUIVALENT
EQUIVALENT
"
5 . 0 .
FLUiD PRESSURE
FLUID PRESSURE
FLUID PRESSURE
NOTE:
= 30 P.C.F.
= 45 P.C.F.
_ 50 P.C.F.
BOND BEAM HORIZ. BARS
THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS. SHOULD TiTLE 24
SEE DTL #12
SEE DTL #12
BOND
10"
r, ,
r,r,BEAMS
V.OF
MAY BE OVER OR UNDER
01
-11 io
-
SEE NOTES
q1#3
"
`�BELOW)
97E CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT -"
IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING REQUREIJENTS FOR POOL M< SPA HEATING SYSTEMS & EQUIPMENT.
(3)
(4)
(4)
T
BAR#3
BARS
#3 BARS
D R
t VERTICAL
t VERTICAL
t VERTICAL:
B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA.
STEEL
STEEL
STEEL
2'6" V-0"
..5T f3 0 12'
Mf #3 0 12"
5V #3 0 12"
3'0" 1'-0"
5%"»
51 »
51
3'6" 1'-0"
51r
5% "
51 "
4'0" 1'-0"
V4"51
w�
V 3 0 6-
4'6' V-0"
51
5V #3 0 6"
51 ` "
5'0" V-6"
6'
6"
6' "
5'6" 2'-0"
6" #3 0 6"
61,4"
Z SWIMMING POOL AND SPA CONSTRUCTION SHALL CONFORM TO STANDARD POOL STRUCiURAL PLAN
�j �{•�''�j�+/
�
6'0" 2'-6"
6"
71
71 "
6'6" 3'-0"
6'
8'
71 3 0 4-
7'0' 3'-6'
6"
81
8" '
7'6" 4'-0'
61 »
9" "
81
t8'0" 4'-6'
61
9" »
81
8'6" 5'-0"
- 61
6 m
#3
D
t
GENERAL NOTES OWNER.
2'6"
gf
FINISH - BOND BEAM W/ (4) #3
1. THIS STANDARD STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING 1. KEEP SHOTCRETE (MOM) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. «
6"
»
GRADE BARS PER TABLE N0. 1 &
POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE, SLOPES AND STRUCTURES. 2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY.'
6"5'04'0"
#3 06-
"
5 . 0 .
.
DETAIL #12.
2. REPRESENTATIVES OF POOL ENGINEERING NG HAVE NOT INSPECTED THE SiTE & ARE RELYING 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL OT MARKS THE PLASTER)
5'6"
NOTE:
EQUIV. FLUID MIN.
ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE ADEQUACY
N
BOND BEAM HORIZ. BARS
THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS. SHOULD TiTLE 24
9"
= 65 P.C.F.
v
10"
MAXIMUMI.
810"
V.OF
MAY BE OVER OR UNDER
01
-11 io
-
NO R.B.B.
LESS THAN 10' OF THE FOLLOWING CONDITIONS ARE PRESENT:.:
EE
SEE-
#3 0 4"
97E CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT -"
IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING REQUREIJENTS FOR POOL M< SPA HEATING SYSTEMS & EQUIPMENT.
TABLE
TABLE
VERTICAL BARS
' ?
T
-
1f #3 0 4"
WATERINC.MANDATORY
LINE.
III
a
AND OBTAIN APPLICABLE SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE 1. SYSTEM IS CERTIFIED WITH 78% THERMAL EFFICIENCY (PER LATEST ADOPTED ANSI STANDARD), ..
a I bio J� O.
COPING
B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA.
8 $
3
BASIC GRID r
#3 BARS 0 12' O.C. BENCHES &STEPS 'm
0-
d
FENCING AND BARRIERS
SOIL DETAILS ARE VAUD ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL READILY ACCESSIBLE ON-OFF SWITCH. WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY
8'
BOND BEAM PER TABLE TABLE
POSITIVE. NO. 1 (EXPANSIVE SOIL) EXPANSIVE
NO. 2 SOIL
00
COMPACTED
FlLL� , 1
J
2 1/2'
X
CLR. ;E
M
< -�
o w
0
9"
ENGINEERING INC. RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAN A SOILS REPORT. EFFICIENT OPERATIONS, NO ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT.,
3 TMS PLAN LS NOT YALO WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE 2 SYSTEM IN INSTALLED WITFI:
FOLLOWING CONNTMS APPLY (PER LATEST ADOPTED EDITION OF THE CBC SECTION AAT LEAST 36' PIPE 19ETWEEN FLiER & tEJITER fOR FUii1RE SOLAR HEATING
a
DRAINAGE & DETAIL #12.
w�
q�,. �-
SPECIAL DETAIL SELF -LATCHING WiTH LATCH A MIN. OF 5' HIGH. WHERE THIS VARIES FROM LOCAL CODES,
.
iz ^ J
L /
1806.52 THROUGH 18065.4). B. COVER FOR OUTDOOR POOLS OR OUTDOOR SPA.
REQUIRED WHEN LESS THE LOCAL SHALL PREVAIL . -
D
t
VERTICAL
STEEL
2'6"
gf
#3 0 12-
3-0-
6"
»
t VERTICAL
STEEL
6"
6"5'04'0"
#3 06-
"
5 . 0 .
7"
6-
5'6"
8'
EQUIV. FLUID MIN.
el
N
PRESSURE
N
9"
= 65 P.C.F.
7'6"
10"
MAXIMUMI.
810"
01
»
01
"N
NO R.B.B.
LESS THAN 10' OF THE FOLLOWING CONDITIONS ARE PRESENT:.:
EE
SEE-
#3 0 4"
6' #3 0 4'
TABLE
TABLE
_ A: THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60' ABOVE THE POOL SIDE OF THE
' ?
D
t
VERTICAL
STEEL
2'6"
gf
#3 0 12-
3-0-
6"
»
t VERTICAL
STEEL
6"
6"5'04'0"
#3 06-
"
5 . 0 .
7"
"
5'6"
8'
"
6'0"
8"
#3 0 4"
7'0"
9"
SPECIAL DETAIL . AMENDMENTS.
7'6"
10"
%' #3 0 6'
810"
01
»
8'6"
101
NO R.B.B.
cjh+'2 WHEN REQUIRED BY THE BUILDING OFFICIAL. BARRIERS SHALL COMPLY WITH THE LATEST
N0. 2 I ` #3 0 6" O.C. THAN H/6 (20' MAX.) ADOPTED EDITION OF THE CALIFORNIA BUILDING CODE SECTION 421, APPENDIX CHAPTER 4
II VERTICAL STEEL 4'-0" INCLUDING LOCALLY ADOPTED AMENDMENTS
DEEP & BELOW. m 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPUCABLE TO NON-:
2' STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING. ELECTRICAL, FENCING. CONTINUOUS SHOTCRETE INSPECTION
v HORIZONTAL STEEL #3IrII I _ CONCRETE DECKING AND POOL GEOMETRICS.
BOND BEAM NOTES: VERTICAL STEEL -I ie BARS 0 12" O.C. TYPICAL 'b U' - 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND DOES NOT WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL
DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION. INSPECTOR IN CONFORMANCE WITH THE LATEST ADOPTED EDTiON OF THE CALIFORNIA BUILDING
a ro 1. BOND BEAM HORIZONTAL• BARS MAY BE SEE TABLE NO. 2 Mi CODE SECTION 1701, WHO SHALL SUBMIT A STATEMENT INDICATING COMPLIANCE WITH THE PLANS
VERTICAL STEEL SEE - OVER OR UNDER VERTICAL BARS NOTE'6. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE CALIFORNIA AND SPEanwiBIS.
TABLE NO. 1. TYPICAL INCLUDING ALL SPECIAL DETAILS. HORIZONTAL STEEL _ 24' MIN.BUILDING CODE AND LOCAL ORDINANCES - ,• `
, 4 EXTRA REINFORCING TO EXTEND 24' MIN. EACH SIDE OF RAMP. 7. POOLS MATH DIVING BOARDS OR SLIDES SHALL MEET THE MANUFACTURER'S POOL GEOMETRIC ELECTRICAL AND PLUMBING
• •"-II .. 2 IF POOL LENGTH IS > THAN 50' USE #3 BARS 0 12" O.C. TRANSITION WALL
24' MIN. TO FLOOR STEEL AND THICKNESS STANDARDS AND/OR LOCAL CODES
HORIZONTAL STEEL BARS N BOND BEAM. 1. ALL ELECTRICAL SHALL BE N CONFORMANCE WITH THE LATEST ADOPTED EDITION OF THE
8. SIGNS k SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES.
3 BARS 0 12. O.C. TRANSITION WALL CALIFORNIA ELECTRICAL CODE SECTION 680.
it 9. PUEAJC POOLS REQUIRE COUINTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR
TO FLOOR STEEL AND THICKNESS I ASSISTIVE DEVICES FOR THE: DISABLED. 2 ANY METAL WITHIN 5' OF POOL EDGE MUST BE BONDED PER THE LATEST ADOPTED EDITION
i OF THE CALIFORNIA ELECTRICAL CODE
10. CONTRACTOR OR OWNER 9HIALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB SITE' 3. OBTAIN ELECTRICAL AND PLUMBING POUTS ALONG WITH POOL. BINDING PONT.
11. POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON THE PLOT 4. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS & -
STANDARD WALL SECTION 1 NO DECK SECTION - EXP. SOIL 65 PCF 2 SHALLOW DEEP END RAMP 3 0� SHALL ABBE STATE AND, DEPARTMENTS REGULATIONS a�NIDOL"n� POOLS N ACCORDANCE WITH LOCAL REGULATIONS
MANUFACTURERS TATERECOA D, LOCAL
5. POOLS SHALL BE EQUIPPED W/ A FILTERING SYSTEM &'A DRAIN.
6. BACKWASH SHALLBE DISPOSED OF N AN APPROVED MANNER
DECKING. MINIMUM TYPICAL REBAR INSTALLATION DIAGRAM 'LY (3'-0' MIN.) 7. GAS PIPING TO BE IN CONFORMANCE WITH LATEST ADOPTED EDITION OF THE CALIFONIA
2 STORY Wf00D EQUIVALENT FLUID PRESSURE STRUCTURAL NOTES PLUMBING CGDE SECTION 1210.1.
WIDTH PER LOCAL INCLUDING ALL POOL ENGINEERING, INC. DETAILS FRAME BUILDING - 50 P.C.F
EXP. JOINT & SEALANT i. SOIL SHALL HAVE A MINIMUW BEARING VALUE OF 101X) PSF. CONCRETE SHALL BE PLACED & CONTRACTOR IS ADVISED TO REFER iO SECTION 115928 OF THE CALIFORNIA HEALTH &
BUILDING CODE. (FOR DETAILED INSTRUCTIONS, SEE 1000 #/IDIOT MAX. TABLE NO. 5 'I`FOR 65 P.C.F. SEE NOTE BELOW SAFETY CODE FOR PROPER INSTALLATION OF THE POOL DRAIN SYSTEM.
PER DEL_ 8 RECOMMENDED AGONIST UNDISTURBED SOL. OR BUILDING DEPARTMENT APPROVED 90X COMPACT FILL
0 Q
W=4'-0'
, 3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CiRgILATKN PUMP TIME SWITCH TO PERMIT OFF
OPERATION.
W=6.-0»
x'
p a Fm
m
t VERTICAL
STEEL
PEAK
SPECIAL DETAIL REQUITED WHEN
LESS THAN POOL DEPTH OR HA GLAZING IN HAZARDOUS LOCATIONS '
t VERTICAL
STEEL
2'0"
a
�9� x
�DN
,C #3 0 12" 5%' #3 0 12"
.
TOE OF SLOPE OR OTHER (7.5 MAX. H/4)
SURCHARGE CONDITIONS WHEN REQUIRED BY THE BUILDING OFFICIAL, C A21NC SHALL COMPLY WITH THE LATEST ADOPTED
1
iv
`:
o
EDITION OF THE CALIFORNIA BUILDING CODE SECTION 2406.4 ITEM 9 INCLUDING LOCALLY ADOPTED
(SEE GENERAL NOTES #3) - TOP OF r;
3'0'
BOND BEAM.
�...:.
%'
SPECIAL DETAIL . AMENDMENTS.
3'6"Uzi'
m
0
%' #3 0 6'
5 %_
REQUIRED WHEN SLOPE 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL 6E SAFETY GLAZING WHEN All
=
LO
%" '
NO R.B.B.
LESS THAN 10' OF THE FOLLOWING CONDITIONS ARE PRESENT:.:
4'6'Uzi