Plans (2) BU P2015 - 00356
BENCH AND STEP OPTIONS: SLOPE EARTH SURFACE 1/4" PER NOTE: TABLE NO. 1 GENERAL NOTES OViMER
1-°-
I. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL FOOT OR SLOPE DECKING 1/8' TO BOND BEAM HORIZONTAL BARS MAY BE 1. THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOVING 1.KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION.
SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH). 1/4' PER FOOT AWAY FROM POOL
OVER OR UNDER VERTICAL BARS. NON-EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. BU{LO'G SURCHARGE POOL&OR SPA SHAPE DEPTH AND DISTANCE TO PROPERTY UNE, SLOPES AND STRUCTURES. 2.D0 NOT TURN ON LIGHT WHEN POOL IS EMPTY.
2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCREIE (GUNITE) WiTHIN TYPICAL INCLUDING ALL SPECIAL DETAILS. 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE 8: ARE RELYING ON 3.00 NOT USE BLACK RUBBER HOSE WHEN FILLING POOL(IT MARKS THE PLASTER).
INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE ADEQUACY OF THIS
THE STRUCTURAL POOL SHELL REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL 2 STORY WOOD APPROVED SEALANT RECOMMENDED (PER 4
C 1113 D STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS. SHOULD SITE CONDITIONS GLAZING IN HAZARDOUS LOCATIONS
FRAME BUILDING DETAIL 8 REQUIRED A
�r915 B
__�� ��� earl VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY WHEN REQUIRED BY THE BUILDING OFFICIAL" GLAZING SHALL COMPLY WITH IBC SECTION 2406.4.5
-BASIC GRID #L3 1500 FOOT MAX. )• W/ EXPANSIVE SOIL OF THE CONTRACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE INCLUDING LOCALLY ADOPTED AMENDMENTS.
TABLE 1 TABLE 5 / COPING SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VAUD ONLY
�� BARS 12' O.C. FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. RECOMMENDS THAT THE 1.GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS
BOND BEAM OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. AND SPAS WHERE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT:
TABLE TABLE TABLE WATER SURFACE.- - DRAIN SEE DETAIL /1 & #12. 3. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE CONDITIONS AS A: THE BOTTOM EDGE OF THE GLAZING ON THE POOL OR SPA SIDE IS LESS THAN 60 INCHES
DECKING. MINIMUM 0 ___ 1 SHOWN IN DETAIL AP ABOVE A WALKING SURFACE ON THE POOL OR SPA SIDE OF THE GLAZING; AND
r APPROX. 3" BELOW #3 PLY{PER IBC SECTION 18087.3).
WIDTH PER LOCAL Q > v \ \ \ 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON- D. THE GLAZING IS WITHIN 60 INCHES HORIZONTALLY OF THE WATER'S EDGE OF A SWIMMING
E F l7 BOND BEAM. I { \Y� �• ✓n•r "_r4 _r1 :r A-r u'v ^_rl, ::. f3} #3 BARS. (4) #3 BARS (4) �3 BARS (4) ¢3 BARS POOL OR SPA
1-
BUILDING CODE. W' n STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, FENCING, CONCRETE
1 �3'-O" MINE I z ' ° '`' E.F.P. 30 P.C.F. 45 P.C.F. 62 4 P.C.F. 45 P.C.F. DECKING AND POOL GEOMETRICS ENCLOSURES AND SAFETY DEVICES
0 0 _,--1 m 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND DOES NOT
( I * '� z VERTICAL VERTICAL VERTICAL VERTICAL
iin, - }-S'--[----� 1 cn. ¢..<8_- �, D R C C C C DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION. 1.PRIOR TO FlWNG, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 4' MIN. HIGH
'1 , i !- r-o STEEL STEEL STEEL STEEL 6. ALL CONSTRUCTION SHALL COMPLY WITH THE 2012 EDITION OF NE INTERNATIONAL BUILDING CODE
_ --I1-:-
_ I _ �d In _ = zFENCING &GATES 1NTH NO OPENINGS GREATER THAN 4". GATES TO BE SELF-CLOSING&
I I - m 9 COPING ',�� I �j o AND LOCAL ORDINANCES. SELF-LATCHING WITH LATCH A MIN, OF 4' HIGH, WHERE THIS VARIES FROM LOCAL CODES, THE
NO R.B,B. I _- i I - li- v F 0 3" ¢ 0 3'0" 1'-0" 3" #3 C� 12" 3" #3 ® 12" 3" #3 12" 3" #3 ® 12" 7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL GEOMETRIC
�__ en •t.v, I I- -I I I I -I , ¢ ,. d - r o �` X --- --- STANDARDS AND/OR LOCAL CODES. LOCAL CODES SHALL PREVAIL
a m ���'�•'"�"" •"'�""�"'�"'' ';I � C� Q ¢ 3'6" 1'-0" 3" 3" 3" 3" / 2.WHEN REQUIRED BY THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY WITH IBC SECTION 3109
-17'
1' I �---- H o BENCH STEPS 9 i--- - - r- ---- ---- ---- ---- 8. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES, INCLUDING LOCALLY ADOPTED AMENDMENTS.
t
m f ? 1-1----11-1--r -I I I ^T� ¢ SEE OPTIONS I" 1 i Z " a 4'0" 1'-O" 3" 3" 4" 4" 9. PUBUC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR ASSISTIVE 3.ENTRAPMENT AVOIDANCE AND SUCTION OUTLET DESIGN AND INSTALLATION SHALL COMPLY WITH
i' o I --I v �J• 1[-� UNDISTURBED SOIL 0-0 L., '- -- -- ---- ---- ---- DEVICES FOR THE DISABLED.
1 o Col
IBC SECTION 31D9.5 AND ANSI/APSP-7.
r I ¢¢ i } I - I I 1 I I �/ N ABOVE F 1500 PSF MIN. co 4'6" 1'-O" 3" v 3,�" V 5" v 5" 10.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB SITE.
1I i v 11.POOL LENGTH, GRADE BREAK LOCATIONS&DEPTH DIMENSIONS AS NOTED ON THE PLOT PLAN
1 r'_ i� fl-- { r-I I-1 [- -I r BEARING VALUE.`7 ------- - - -- - 5'0" 1'-6" 3` #3 ® 6" 4" #3 6" 5" #3 ® 6" 5" #3 ® 6" SHALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR RESIDENTIAL POOLS OR ELECTRICAL AND PLUMBING
N I !._.._ _ .I ;_.�. _._�.1 _.__1_ _ _._1 IJ INFLUENCE UNE " I ' 4 1 "'' "' APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS REGULATIONS AND MANUFACTURERS 1.ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE NEC.
.I
-------- , .$ 5'6" 2'-0" 3" 4" 5" 511" RECOMMENDATIONS. 2.POOL SHELL AND PERIMLILH PAVED AND UNPAVED SURFACES SHALL BE BONDED IN
UNDER- v i i 1 711
� I I�_I-I 'I I._I .1-I L FOR FOOTING 'C' SHOTCRETE COVER , JC2 <y
y 12,WHERE FREEZING TEMPERATURES OCCUR, THE POOL SHALL BE WINTERIZED TO PREVENT DAMAGE TO ACCORDANCE WITH NEC 680.26(B). BONDING TO PERIMETER SURFACES SHALL BE PROVIDED AS
WATER I I _ 1 i I ! i 1 1' ;-. SURCHARGE TO BE CHANGED t `C�+ POS tPO 6'O" 2'-6" 3" 4" 6" 5�1z" THE POOL STRUCTURE, PLUMBING, AND POOL EQUIPMENT, CONTACT LOCAL PROFESSIONAL FOR
s ' i UNIFORMLY. - -- - -- _--__ SPECIFIED IN NEC 680.26(B)(2)�A} OR (2,(B) AND SHALL BE ATTACHED TO THE POOL
• UGHT PER I I r -•( i rn _ _ SEE TABLE 1 d ` - 3' 6114" PROPER WINTERIZATION PROCEDURES. UM OF FOUR (4)POINTS
DETAIL #10. I 1 ; I L.J-_ I ! --^ _ 6'6" 3' 0" - 4 " - - 7" -- REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIM
FL= •D ADD #3 g 12" O.C. %� UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL,
Tc ! J G I V LONGITUDINAL TRANSITION ACTUAL DIG UNE MAY-> -•i t• • T0' 3'-6" 3" 5" 8" 7yz- STRUCTURAL NOTES 3.OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WiTH POOL BUILDING PERMIT.
/ - -- ---- ---- ---- MANUFACTURERS RECOMMENDATIONS AND IN
• FOR EXP. SOILS. VARY, LOCATE STEEL " 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHAD BE PLACED AGAINST 4.ALL EQUIPMENT SHALL BE INSTALLED PER
��r�,. 1 7'6" 4'-0" 3` 5/z 8/2" 8>4" ACCORDANCE WITH LOCAL REGULATIONS_
! .�.-:I;.�ti�:.Ji=.`I' 3" CLR FROM EARTH l� .r` ;�► \� -- --- ---- ---- UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90x COMPACT FILL THIS PLAN IS NOT 5-POOLS SHALL BE EQUIPPED WITH A ALTERING SYSTEM & A DRAIN.
•STEEL BASKET IS NOT REQUIRED- 'All-.24-1111-1• T� FLOOR SURCHARGE CONDI110N: -- - - --^^-_1 1 8'0" 4'-6" 3" 6" 9" g[ SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS
6.BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER.
6" THICK MIN. SHOTCRETE (GUNITE) VERTICAL STEEL. " _--" ___ --__. __._____ •_-___ UNDER POOL, SUCH AS CUT-FILL TRANSITIONS_
DRAIN PIPE SHALL NOT W/ #3 BARS O 12" O.C. USE TABLE 1 SCHEDULE 'D', SEE TABLE 1 24" MIN. , L'' g'6" 5'-0" Y W 6" v 9" v 81" v 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS&CONFORM TO ASTM A615 GRADE 40 FOR �3 7.IPBOCOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE WITH THE
(BUILDING SURCHARGE) WHEN r EXTEND WALL BARS AND f4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24". MINIMUM CLEARANCE BETWEEN
ENCROACH INTO GUNITE SHELL EACH DIRECTION "� 2 8.CONTRACTOR IS ADVISED TO REFER TO SECTION 3109,5 OF THE INTERNATIONAL BUILDING CODE
SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL REINF. INTO FLOOR. PARALLEL BARS IS 2 1/2'.
AN
n AND ANS!/APSP-7 FOR PROPER INSTALLATION OF THE POOL DRAIN SYSTETA.
CIRCULATION DRAINS: IN HiGH WATER TABLE, INSTALL 'W' IS LESS THAN POOL DEPTH. 13 BARS 0 12" 0.C. (30' MIN. FOR TABLE 5G) INDICATES TYPICAL RADIUS ACTUAL RADIUS 3. (1) #4 BAR 1S EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) /3 BARS, WITH THE EXCEPTION
9.WHERE REINFORCING STEEL IS ENCAPSULATED WITH A NONCONDUCTIVE COMPOUND, PROVISIONS
PROVIDE (2) AND-VORTEX CIRCULATION DRAINS PER PUMP. HYDROSTATIC VALVE AND ROCK ( -NO DECK OR HIGH THAT IF j4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM SPACING IS f4 BARS AT 18' O.C.. SHALL BE MADE FOR AN ALTERNATIVE MEANS TO ELIMINATE VOLTAGE GRADIENTS THAT WOULD
COVERED WITH APPROVED AS.M.E. STANDARD A112.19.8 PACK AT LOW POINT. (6' HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5'-0" FROM THE TOP OF THE POOL MAY VARY, SEE STRUCTURAL NOTE #11) EXPANSIVE SOIL 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE Of THE OTHERWISE BE PROVIDED BY BONGED REINFORCING STEEL
ANTI-ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY MASONRY SCREEN OR GARDEN WALL (RAISED OR NOT RAISED). '0' IS DISTANCE DOWN POOL ST3t, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINT IN THE
BALANCED AND SYMMETRICALLY PLUMBED THROUGH `T' BUILDING FOOTING- POOL STRUCTURE
WALL DOES NOT REQUIRE FROM TOP OF POOL WALL. SURCHARGE 5. GROUNDING/BONDING(PER THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE OF ` ' r
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN *IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL )
SURCHARGE DETAIL) THE STRUCTURAL REINFORCING MUST BE INSTALLED TH PRIOR TO PLACEMENT OF CONCRETE. ,a
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE B. BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) 6. SHOiCRETE (GUNITE) TO BE IN CONFORMANCE WITH IOC SECTION 1910 & SHALL HAVE A MINIMUM R .
EttiVETIP,
COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS.
7. WHERE APPLICABLE SHOTCRETE (GUNIiE) TO BE IN CONFORMANCE WITH ACI 318 CHAPTER 4,
TYPICAL LONGITUDINAL SECTION N.T.S. rSTANDARD WALL SECTION N.T.S. 0 DURABWTY REQUIREMENTS. CONCRETE THAT WILL BE EXPOSED TO FREEZING AND THAWING, DEICING �\p cl S 13 i i� OCT' `� 0 Z01s
L CHEMICALS OR OTHER EXPOSURE CONDITIONS SHALL COMPLY WITH ACI 318 TABLES 4.2.1 AND 4.3.1.
CONCRETE EXPOSED TO FREEZING AND THAWING OR DEICING CHEMICALS SHALL BE AIR ENTRAINED �y�
TOP OF TOE OF SLOPE OR OTHER NOTE: IN ACCORDANCE WITH ACI 318 TABLE 4.4.1. CONCRETE THAT WILL BE SUBJECT TO THE FOLLOWINGj ��� -�� � jl�11' i
SPECIAL DETAIL REQUIREDEXPOSURES SHALL CONFORM TO THE CORRESPONDING MAXIMUM WATER-CEMENTITiOUS MATERIALS €r F�A��
WHEN LESS THAN 10' SURCHARGE SURCHARGE CONDITIONS WHEN ACTUAL SITE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE N0. 5 RAISED BOND BEAM RATIOS AND MINIMUM SPECIFIED CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS OF ACI 318, LATy of T" :(1'71./v
(SEE GENERAL NOTES #3) THE LIMITATIONS BELOW OR ADDITIONAL BEHIND POOL WALL SECTION 4.21; CONCRETE INTENDED TO HAVE LOW PERMEABILITY WHERE EXPOSED TO WATER, -J t DIVISION
SURCHARGES NOT COVERED BY THIS BOND BEAM PER CONCRETE EXPOSED TO FREEZING AND THAWING IN A MOIST CONDITION OR DEICER CHEMICALS OR r �3J�
NON-EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. App
PLAN ARE PRESENT, ADDITIONAL DETAILS #1 & #12 ? 1/4" PER CONCRETE WITH REINFORCEMENT WHERE THE CONCRETE IS EXPOSED TO CHLORIDES FROM DEICING roved Plans
----1=--9 \ SURCHARGE DETAILS ARE REQUIRED. ® � FOOT_ C C /•+ CHEMICALS, SALT, SALT WATER, BRACKISH WATER, SEAWATER OR SPRAY FROM THESE SOURCES..
- -- G r V
B CEMENT SHALL CONFORM TO IBC SECTION 1903.1, AD 318 SECTION 3.2 & ASTM C 150.
II '-,.1; Iik 1 9. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318 SECTION 4.2.1
SPECIAL DETAIL REQUIRED L EF.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. Y Date (� o
i• (1) #3 ® TOP FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL BUILDING OFFICIAL r
WHEN LESS THAN POOL DEPTH OR H/4 ? `" o lO.KEEP CONCRETE RAMP CONTINUOUSLY FOR 14 DAYS. I C opC) -9�y�
JIII',. I '�m CO VERTICAL VERTICAL VERTICAL l 1 < r� -t`' �
SPECIAL DETAIL REQUIRED (7.5 MAX. H/4) ii- i CII E`-WATERPROOFING RECOMMENDED, D C STEEL C STEEL C STEEL 11.ALL INTERIOR SURFACES OF POOL/SPA SHAD.BE COATED WITH A WATER-PROOF SURFACE
WHEN LESS THAN H S HORIZ. STEEL m 0 6` C.M.U. W 12.FLOOR iO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER DESIGN
�' / 1 BARS 0 12" 0,C. i o = m / 3'6" 3" #3 0 12" 3" #3 0 12" 3" #3 0 12" INTENT. RADIUS SHALL NOT BE LESS THAN 1-FOOT AND SHALL NOT EXCEED 5-FEET. OFFICE
COPY
(10' MIN., 20 MAX.) 'I J' I 'co N ¢ !'I! #3 VERT. BAR sD 24" O.C. ---- ---- ---- 13.IN AREAS WITH SOIL CONDITIONS SUBJECT TO FROST-HEAVE, THE FOLLOWING REQUIREMENTS APPLY: '�ljj 1.jj''�1 <�jj jj
4 L'' o SOLID GROUT. 4'0" 3" - 3" - I - 4" o.IN ACCORDANCE WITH IBC SECTION 1809,5, THE ENTIRE BOTTOM OF POOL STRUCTURE AND OR
\ ALTERNATIVE BOND--r m o I , I -- -- PLUMBING MUST EXTEND BELOW THE FROST LINE OF THE LOCALITY.
PER T.B.C. SECTION 1>;08.7.3 �J BEAM LOCATION ( j�''-,,- ''' ~ - --,-,.•••,- ',L Ir„ +E 4'6" 3" 314" 5" b.ALTERNATiVELY, WHERE DAMAGE TO THE POOL STRUCTURES, PLUMBING, ADJACENT STRUCTURES
2 BOND BEAM AND SURFACE IMPROVEMENTS IS A CONCERN, SELF-DRAINING GRANULAR BACKFILL MAY BE
WATER # 5'0" 3" #3 0 6" 31,4 #3 ® 6 5 #3 ® 6 EXTENDED BELOW THE FROST-UNE WITH A MEANS TO PRECLUDE BUILD-UP OF WATER.
/ \ VERT. STEEL UNE, VERTICAL STEEL W/ 5,6„ 3" 4 6
L1 G - ADDITIONAL SPECIAL DETAILS � TABLE 5, i
o SURCHARGE CONDITIONSN.T.S. ! 24" MIN. EMBED. •
REQUIRED FOR CONDITIONS ABOVE SCHEDULES E, F OR G 6.O" 31/2 5" 7"
- _ L .., 3" 1,,C, , 1 TYP. HORIZ. STEEL
6'6" 4" 6' 8"
4 REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN-GROUND SWIMMING POOLS PUBUSHED BY CLR7'0" 5" - ---
6" #3 03"
S. AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE ASSOCIATION OF POOL AND SPA PROFESSIONALS (APSP) 'C'�� CLR. #3 ® 4' 8" -F- 7'6"T6" 51/2" - 6" _ ._..- 8" ... ...... .... _.
o BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASONRY NOTES: 8'0" 61/4" 7" --- _ 81" .
�' (GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON-MOISTURE 8'6" 71/2" _ 8" 911"
o i .,.,,,,,,,:ro",�.,,,,�,nv.,ti„.,�,,,- .,-,a-,, APPROPRIATE WALL CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO IBC SEC. 2103, AND - _ -_.--.-.
cc ..41SCHEDULE 9'0" e" 9 1O}�2"
Q -,u ASTM C 90. AL1 CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi.
° r_-'
a 2. GROUT SHALL CONFORM TO IBC SEC. 2103 & ASTM C 476 WITH fc=2,000 PSI. SEE IBC 9'6" 9" 10" 11)4' -
a m 4 4 -,r POOL FLOOR THICKNESS-3 G • j TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS
m f. - ' ° - MAY VARY TO ACHIEVE r 23- 10 0" 9' 11" - - 12"
o3. MORTAR SHALL BE TYPE M VATH fc = 1800 psi AND SHALL CONFORM TO IBC SEC. 2103
ff • 41 -i < DESIRED WATER DEPTH. ----_ _.-__.._.:._.-- E & ASTM C 270. SEE IBC TABLES 2103.8(1),(2) FOR PROPORTION AND PROPERTY 11'0" 9" \/ 11" v 121/2" v
\ a.1x5 _2:: 1L i ,, - r,;;_L,: a L: SPECIFICATIONS.
IF-il SEE STRUCTURAL NOTE #1 �_IT�I�i
SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. RAISED BOND BEAM N.T.s. NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HElift.
UNDISTURBED OR 90% COMPACTED SOIL L HAS R Al : UN) : T•N) • •F # I N D I . R ��•,�
NOTE: BOND BEAM PER TABLE 9" & LARGER PROPERTY RIGHTS TO ALI DRAWINGS. REPRESENTATIONS,
g"-g" BRICK OR PRECAST IDEAS, DETAILS, NOTES &SPECIFICATIONS EITHER COPIES
SPA AIR-LINE NO. 1 & DETAIL #12. 2' lir 2 CONCRETE COPING. OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO
MAY BE LOOPED ••7-7---• 1-O.----) \ \ _ \ 9 1/2' -3RD AND/OR 4TH THIS DESIGN ARE THE PROPERTY SOLEY OF POOL
INTO SPA BOND c,-r`'n! :;ms yt,.,�r..,,,',./1.,.41,it./ wun yil 4'-0" MIN. EXPANSION JOINT & SEALANT to 12" 1 BAR LOCATION ENGINEERING,INC. PERMISSION FOR ANY COPIES OF SAID
z ''``T:'1 ` I c la (2) #3 ,� (4) #3 BARS LEVEL TOP OF GUNITE ,� REVD. FOR I MAY VARY TO COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, •
BEAM. 'TO R INF d 2,-,, .,I , '. LS1 BARS. ¢ W/ GROUT & PLACE PER DETAIL EXPANSIVE SOILS. `� I .�1� PROVIDE 2 1/2"
• 1" CLR. TO RFJtv.. I 5' - #15 FELT OR 4 MIL DECKING ;,, BY
E--ELECTRICAL 'J' BOX. #8 IDEAS DETAILS. AND SPECIFICATIONS ETHER ow
E I THICK #3 BARS <a 1' MIN. CLR. �� VISQUEEN ON TOP. 8' MIN. ABOVE DECK, WATER ANY!PERSON BUSINESS, OR CORPORATION MAY ONES THEREOF TO BE 1AADE, COPIED OR EDLY BE
L., ��� CLR. BETWEEN AUTHORIZED !NTH TNS EXPRESSED WRITTEN PERMISSION
"' 3' I AROUND ALL r` COPING PARALLEL BARS.
-1'� i SPA LIGHT • 12' O.C. i" c 7 3 BARS 12• o,‹-••LINE OR FLOOD UNE WHICH ADE. BOND BEM 3 BARS u3 .'� OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN,
PIPES. PER BETA 12. DECKING.
FINISH A W 4
o_-_._____ EA. WAY. 0.C, EA, WAY. 1�.� EVER IS GREATER, GR IL #1 & .1(-�-��.��; ¶� THE USER ACKNOWLEDGES THAT HE HAS READ &
7 1 ^-r n v i <D ,O UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
Ir E0. EQ. •,....,,,,,,,....,,
J _I.<<, BOND BEAM PER TABLE Na 1.
SKIMMER \ \ \
4.
•
WATER r-N T- ' 1 's t-"^vrur•: L:4-• IE w,�rr;ra�v'r•,"rwti' rw�,,r�,v wrAr"o
1 j/ WATER I_ COVER. V1 T 1 T 1 '�^ PLUMBING MAY BE LOCATED
I 1 BOND BEAM HORIZONTAL
UNE 24' UNE_ 2 3 BARS VV mak'.•�1 --I-0 ; IN BOND BEAM LOWER CORNER CALLS BY: A.J.C.
• REINFORCING PER DETAIL #10. - 6` O �V y, 1;�, 2 1/2" a •
'-; MIN. 1 ci ZCOMPACTED / MAINTAIN 1' CLR. TO REINF. 3' BARS MAY BE OVER OR
NOT REQJIRED IF 6" MIN. \ ' • Al-J BEND \\� Z LA FILL-77CLR. ,� <d 1 C� UNDER VERTICAL BARS.
• CLEAR PROVIDED. 0.- J�•z 5' MIN. ., BOND � m W Syq < o N N DRAWN BY: T.L.L.
,
♦ 24" MIN. LAP a AROUND ALL BEAM 3' •- a \(( 1 ,z�
CIRCULATION DRAINS: `IDINTO SPA FLOOR #3 BARS L__f,_ ;u-(•'-±11-t. UNDER �� x \�. 1 3 Ln PRECAST COPING OR BRICK 8" CHECKED BY: R.L.L
y
PROVIDE (2) ANTi-VORTEX CIRCULATION DRAINS PER PUMP, tT OR POOL WALL 0 12O.C. 1; 1 (2) 3 'Z' BARS r SKIMMER. #8 COPPER a \ `' VN• ", o c , -------__-
EA. WAY. ,u' 1= -u,,._:I- ' " \ \�pq 6 m��, X (2) #3 BARS
COVERED WITH APPROVED A.S.M.E. ANTi-ENTRAPMENT GRATES, GROUND WIRE \ o �A ¢ FOR USE ONLY AT:
THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY i 1 \ N a =:I
PLUMBED THROUGH "1" FITTINGS. DRAINS SHALL BE DAM WALL 6" DAM - LAP INTO SPA REINF. SECTION AT SKIMMER •, \---._.-
F vENEER. River Terrace Swim Center
N.E.C. APPROVED `� -„.0, \�_ -} `� o BEND Tiger, OR
SEPARATED BY THREE FEET IN ANY DIMENSION. SEE HORIZ. BAR . 12" DAM - LAP INSIDE BARS INTO SPA REINF. CONDUIT. FIXTURE 1 - m VERT. STEEL
AND PLUMBING NOTE 7. LAP SPLICE: - LAP OUTSIDE BARS INTO POOL REINF. llil LENS ,C `, - - -7.7-1---
ELECTRICAL 24" 6" RECESSED I 45' OR 90'. NILE
�., ,., 9rr-iI_,•• 4' o.
POOL MIN. (2) #3 BARS MI LIGHT. - - ,ql/,p J c BOND BEAM PER
SPA DET•AILS SPA DETAILS MAY BE USED N.T.S. �P EACH AROUND NICHE. lP � TABLE NO. 1. I�PLASTER m
FOR SPAS WITHOUT POOLS. .1101!A 3' �l �P MIN. --__4-
- - �� ���,D 112
CLR* ' \ '1 �`` ROCK OR BRICK NOTCH cS . Iir,� Q
4'-0" MIN. IMPERVIOUS DECK { WOOD POST FROM
6" MIN. DEPTH APPROVED SEALANT 1, 1-_. •I,Y:;�- , VERT. STEEL �i ATTACHED PATiO COVER �` 4186-- "
F..:l,.� 4. 1 �Y-
REQUIRED• SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER T «
!II
'T #3 ® 6' D.C. � ` � MAX. DEAD + LIVE LOAD = 2000 lb.
3 1/� PSR FOOT _ DRAIN �' 4! O (2) #3 BARS. NOTES: 5'-0" DEEP & BELOW. _ -'� OR LEVEL TOP OF BOND BEAM Y#Arf�REGON
.� t �� ROCK ON BOND BEAM. I I WITH GROUT Sc PLACE 15# �` �QY p�C
o �r 11 1 1. INSTALL NO. 8 COPPER GROUND WiRE FROM UGHT NICHE TO HORIZONTAL STEEL tb •, f1,2 •
i w . II C NOTE: ,r I�'i t- BRASS CONDUIT TO POOL REBAR, OR NON-METAWC L I FELT OR 4 MIL ViSQUEEN ON •
rn [ GALV. SIMPSON POST BASE. ITN,
ZEE LA
w ZI¢ '' I ' 3' CLR.�'M 5' MIN. CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WIRE #3 BARS ® 12" O.C. TVP. MTOP OF BOND BEAM.
<.1 a ATURATION PROVIDE CONTROL JOINTS .rBOND PER ELECTRICAL & t- 1
o '" TYPICAL TYPICAL
$ v -I' RECOMMENDED WHERE APPROPRIATE. INTERIOR W/ APPROVED POTTING COMPOUND PER THE W.E.C. _
,,,L,. r- PLUMBING NOTE 2. 1 >•Ires 12/81/201 ,
oc PRiOR T° 11.1:',V±-.111-1',11i,-1 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WiTH NOTEC.
L_--•1 POURING DECK. ; - EXTRA REINFORCING TO EXTEND -, - ' MASTIC
6" I REMAINDER OF JOINT IN STYROFOAM OR PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS • 24• MIN EACH SIDE OF RAMP. 3 1/2" MIN_ CONC. DECKING. -' I` TILE
g'. OTHER EXP. MATERIAL CONCRETE SHALL FOR LIGHTING FIXTURES U.L STANDARD 676,
L- WET
FOOTING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR CANTILEVER CONCRETE PLAN LID ONLY WITH SIGNATURE
: FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. STAMP SC ENGINEERS
IN RED INK ON PLAN.
_. _. . - - ri. , col � I r l UTHORIZED SIGNATURES:
EXPANSI`dE SOIL DETAILS pRIN IXNa ME7 DSIVE OILS WHERE SE TABLE 1,MIN DECK SCHEDULERC'M� N.T.S. ow_i SKIMMER DETAIL N.T.s. . SECTION AT LIGHT N.T• • • FREESTANDING POOL WALL �: BOND BEAM DETAILS N.T.S. _ AUTHORIZED
L LACHER, P.E.
Fi
SHEET:
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� • PREPARED IN ACCORDANCE WITH California 92807
20121NTERNATIONAL BUILDING CODE
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