HomeMy WebLinkAbout307 Willow Bay Ridge St 07-1436 Pool'1.
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CI FY OFSANFORD PERNIff APPLICATION
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Job Address: p L l.( ,U _ �'(i + _ �l �c t ,C, %/j� -LJ _—I
Description of Work: .�cluare Fuotage-_ ._ �-o --
i 0.-v MAR 0 6itistoric District: Zoning: \ --T_ - alue of Work: S..(_j C O, ---__- Z00?
Permit Type. Building — Electrical _ _ Mechanical _ pluutbing Fire Sprinkler/Alarm Pool
Electrical: New Scrvice - ff of AMPS Addition/Alteration Change of Service Tcurporwy Pule
;Mechanical: Residential Non w_ [Ccplxcerncnt New (Duct Layout & Gnergy Cale. Required)
Plumbing/ NewCommercial: H of Fixtures 9aI Water I Sewer [.roes. of Gas Lines —
i
Numbing/New Residential: 9 of Water Closets Plumbing Repair -_ {residential or Commercial _
Dccupancy "Type: Residential i . Comnterc i tt Industrial
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Cuttstruction Type: ��! N of Stories: _ N of Dwelling Units: Flood 'louc: (FENIA form required )
;)wuers Name & Address:
untract�or Name &Add&r
?hone & Fa�
'Jondiug (:umpauy:
\ddress:
' 4ortgage Lender:
,ddress:
\rchitcct
\ddress:
el Phonc.
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`dale t.leClt';e J unif�eP : c f (�_/r v`-.yam -i C, 0 ` J/- eT'�`[ ,J
Contact Pcrsoll: ,—i f s_ Phuue _ L> - -% T p
1pptication is hereby made to obtain a permit to do the work and installat r
ssitance of a permit and that all work will be performed to meet standarrtts� i
iemtit most be scented for ELE(:1'KICAL WORK, PLUMB[NG, SIGNS,;
UK CONDUF(ONBRS, etc-
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Fax: C:�e-G--
; as indicated. I certify that no work or installation has conuncuccd prier to the
all laws regulating construction in this jurisdiction. I undcrsiaad that a scparatc
ELLS, POOLS, FUKNAC'ES, BOILERS, I IGATEKS, TANKS, and
, ..1 . e
)WNER'S AFI7DAVI•f: I certify that ail of t.te tiaregoitig information is accurate and drat all work will be done in coarplianee with ati applicable laws regulating
:onstntction and zoning. WARNING TO OWNIiR:. YOUR FAILURETC) RECORD A NOTICE OF COMMENC:EMENI' MAY RF.SUtA' IN YOU PAYING
'WICI; FOR IMPROVEMENTS TO YOUR PROPERTY- IF YOU INTEND TO OBTAIN FINANCING, CONSUL: f WIf[ I YOUR LENDER OR AN
\TI'ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
JOT[CE: In addition to the requirements of this pciritit, thete may be addit
his county, and there may be additional permits required tiout other govcn
4ccept ttce orwrntit ikvyrification that [will notivihe ownyf the
iatt�m(ee o/t'Owacr/A/CP DatC
t f wner/Agent's Name.-[ �+J`1�4^�- /� 1(I /./
+�•a.... seat aNeiiwi�r7 � riAtt �'^dr`
alyre Date
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Produced (D'
rPPKOVALS: I-.O .. /✓'<lr/>Cl fIL:
pecia! Conditiotrs:
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1 restrictions applicable to this property that may be Cou din the public records of
ttal entities so h as water anagen ant dirt Is, state acics, or federal a r.ncies.
ofthe requ' In i da
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Sign {irre of o olsactvc/ ni
ia Prr i t'ontraUorlAgcnt ; ante +gti "r n�4M1�91�)
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Sign�urc of NvCary-State o' F lortdA� , qi Date-
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Contractor/Agent is _ PersonallyyE d�ifRajri�f�j Me,�
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GENERAL NOTES:
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1) POOL SHALL BE BUILT TO COMPLY WITH FLORIDA, COUNTY AND CITY BUILDING CODES,
;
01I29�2�07
2) ALL METAL PARTS WITHIN 10 FT. WILL BE GROUNDED AS PER NFPA-•70AO5; 2005 NATIONAL ELECTRIC CODE.
3) FILTRATION SYSTEM WILL. HAVE SUFFICIENT CAPACITY TO PROVIDE A COMPLETE TURNOVER OF POOL WATER IN (12) TWELVE HOURS OR LESS.
OPTIONAL
��� 4) ALL PVC PIPE WILL BE $CI-JEDULE 40,
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SWIM OUT
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1-1/2" P.V.C.
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5) RESIDENTIAL POOLS SHALL COMPLY WITH THE 2004 RESIDENTIAL CODE. SPECIFICALLY R101.2 R4101,6 ANSI /NSPI 5-03 FOR RESIDENTIAL INGROUND'
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POOLS, AND ANSI / NSPI 3-99 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS.
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6) SUCTION INLETS SHALL BE PROVIDED AND ARRANGED TO PRODUCE CIRCULATION THROUGHOUT THE POOL OR SPA,
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MAIN DRAIN
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7) ALL -POOL AND SPA SUCTION INLETS SHALL BE PROVIDED WITH A COVER THAT HAS BEEN TESTED AND ACCEPTED BY A RECOGNIZED TESTING
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FACILITY AND COMPLY WITH A:N.S.I./A.S.M.E A112.19, 8M, "SUCTION FITTINGS FOR USE IN SWIMMING POOLS, SPAS, HOT TUBS, AND WHIRLPOOL BATHTUB
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APPLIANCES' .
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8) ALL SUCTION PIPING AND FITTINGS SHALL BE EITHER 1-1/Z" OR 2",
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ALL ATMOSPHERIC VENT r
E C E T PIPING AND FITTINGS SHALL BE 1-1/2", .
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9) MAXIMUM SUCTION PIPE WATER.VELOCITY SIX (6) FEET PER SECOND.
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6 FEET PER SECOND WATER VELOCITY IN 1-1/2" PIPE IS 38 G.P.M..
II li-- 2" P.V.C.
6 FEET PER SECOND WATER VELOCITY IN 2" PIPE IS 63 G.P.M..
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LIGHT
PUMP AND II
10) DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION INLET•FITTING IS MISSING, BROKEN, OR LOOSE.
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11) IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC CLEANING SYSTEM, IS A VACUUM CLEANER'SYSTEM WHICH HAS A SINGLE -SUCTION INLET, OR
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MULTIPLE SUCTION INLETS WHICH CAN BE. ISOLATED BY VALVES, THEN EACH SUCTION INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER AN
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1.2"
APPROVED ANTI -VORTEX COVER, 12" x 1Z" GRATE OR LARGER, OR OTHER APPROVED MEANS.
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12) POOLS AND SPAS SHALL HAVE AN ALTERNATIVE BACKUP SYSTEM WHICH SHALL PROVIDE VACUUM RELIEF SHOULD GRATE COVERS BE MISSING.
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ALTERNATIVE VACUUM RELIEF DEVICES SHALL INCLUDE EITHER:
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A) APPROVED VACUUM RELEASE SYSTEM.
r SKIMMER OR
l B) -'APPROVED VENT PIPING.
=� SKIM FILTER
1 C) OTHER APPROVED DEVICES OR MEANS.
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13) A MINIMUM OF TWO (2) SUCTION INLETS SHALL BE PROVIDED FOR EACH PUMP IN THE SUCTION INLET SYSTEM SEPARATED BY A MINIMUM OF THREE
FEET (3') OR'LOCATED ON TWO (2) DIFFERENT PLANES I.E.,ONE (11 ON THE BOTTOM AND ONE 11) ON THE VERTICAL WALL, OR ONE (1) EACH ON TWO (2) '
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TYPICAL SWIMMING POOL
SEPARATE VERTICAL.WALLS. THESE SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A
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r COMMON LINE TO THE PUMP,
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14) WHERE PROVIDED, THE VACUUM OR PRESSURE CLEANER FITTING(S) SHALL BE LOCATED IN AN ACCESSIBLE POSITION(S) AT LEAST SIX (6) INCHES.AND
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NOT GREATER THAN TWELVE (12) INCHES BELOW THE MINIMUM OPERATING WATER LEVEL OR AS AN ATTACHMENT TO THE SKIMMER(S).
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Equipotential Bonding Grid Shall be
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provided for the first 3-feet of the
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perimeter of paved surfaces of
ENGINEER S N E S :
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LOW PROFILE MIN
swimming pools and spas. 2005 NEC
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JUNCTION BOX,
Article 680.26(C).
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11 THE INSTALLATION OF THE STEEL MAT AND THE SHELL WALL MUST CONFORM WITH NSPI
A MINIMUM STANDARDS,
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LOCAL CODES AND ORDINANCES AND
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-THE 200iFLORIDA BUILDING CODE THC• 200t RESIDENT A D -__ _._. _. ,..
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I I ) } I L CO E WITH 2O06 SUPPLEMENTS AND At I 318. I- a u a a:
• II 111 �' i �, N � WATER LINE #3 BARS 12" D.C. o i 21 TO AVOID DEROGATION OF ADJACENT EXISTING STRUCTURE .
VERTICAL'AND n, I , CARE SHOULD BE EXERCISED WHICH SHOULD INCLUDE SHORING OF THE ADJACENT
_I� -HORIZONTAL (TYP.) _ /j PORTION OF EXCAVATION BY THE CONTRACTOR TO PREVENT UNDERMINING OF THE EXISTING FOUNDATION IF CONDITIONS AT THE TIME OF EXCAVATION
LIGHT 1 6 p �I I I�
'S DICTATE SUCH ACTION BE TAKEN.
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3) THE CONTRACTOR MUST PLACE ALL- STEEL IN THE POOL WALL AT NO MORE THAN 6" Q.C. IN BOTH DIRECTIONS IN AREAS WHERE THE ANGLE OF
DEEP END FLOOR AND WALL REPOSE IS ENCROACHED ON OR THE POOL SHELL ENCROACHES INTO THE 1 TO 1 AREA OR THE ANGLE OF REPOSE METHOD, ALSO THE POOL SHELL WALL
#3 BARS 1`l" O.C.
REINFORCEMENT TO SLOPE BREAK - �,.- SHALL BE CONSTRUCTED AT 6" THICKNESS. THIS STEEL MAT AND SHELL WALL SHALL BE EXTENDED ALONG THE CRITICAL AREA AND TO A POINT WHICH
41:3 BAR @ 12" 0. C., EACH -WAY _ EACH WAY
7.0' DEEP
- -, �'� MAIN DRAIN W/ RELIEF PLUG OR IS GREATER THAN THE MINIMUM REQUIRED DISTANCE AS DETERMINED BY THE 1 ON 1 METHOD OR THE ANGLE OF REPOSE METHOD.
#3 BAR « 6" 0, C ; EACH WAY , 8.0' 2" HYDROSTATIC RELIEF VALVE,
DEEP AND OVER. I o-' IF REQ'D. 4) ADDITIONAL CONSTRUCTION PROCEDURES WILL BE NECESSARY TO INSURE COMPATIBILITY BETWEEN THE SWIMMING POOL SHELL AND AN EXISTING
PROVIDE 3'.x 3' BONDING GRID OF ADJACENT STRUCTURE WHEN THE SWIMMING POOL WILL BE CONSTRUCTED SO THAT THE DISTANCE FROM THE EXISTING ADJACENT STRUCTURE IS LESS
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#30 BARS IN THE POOL DECK °°oa° °�°° THAN A DISTANCE OF 1' HORIZONTALLY FOR EACH Z' OF VERTICAL POOL DEPTH AS MEASURED FROM THE POOL'S GREATEST DEPTH AT A POINT
ADJACENT TO THE POOL,WALLS 000°oo o°°oo PERPENDICULAR' i'
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SCALE.: 1/4".:- V-0„
Windows and doors that open into the
The residential swimming pool barrier swimming pool/spas area without a
fence barrier to prevent direct access
and or its compliant safety components
• shall be in lace prior to fillingof the shall be protected in accordance with
.fir ECI�ICAT'IONS: pool.FRCR4101.17 FRC R 4101.17.1.9
11 CARTRIDGE FIl'fER - -
2) SURFACE: SKIMMER
31 SWIMMING POOL PUMP
4) LIGHTING - 12V 300W OR 12V 'IOOW OR FIBER-OPTIC LIGHT
51 RAILS -. STAINLESS STEEL GRAB RAILS'
6) STEPS - RECESSED CYCOLAC OR SWIMOUTW/ RAIL Code violations found during inspection
7) DECK CONCRETE - 7500 P.S.I. are required to be corrected.
Plan/permit issuance does not grant
' III ALL SUCTION PIPING TO BE 2" MINIMUM
9) ALL VENT PIPING TO BE 1-1/2" MINIMUM , approval of a code violation. 2004
FBC109.1
10) MAXIMUM SUCTION PIPE VELOCITY SIX (6) FEET PER SECOND
•TO THE POOL WALL AT IT S CLOSES T POINT. TO THE BOTTOM OF THE FOUNDATION PLUS 1'.. �°' 11 *-2 :..x�
CITY ®F 5A""FORD
5) ALL STEEL WORK AND POOL.EQUIPMENT SHALL BE GROUNDED TO A COMMON GROUND.
6) IF BACKFILL IS REQUIRED BETWEEN POOL SHELL AND EXCAVATED HOLE, THE BACKFILL SHALL BE COMPACTED BY FLOODING AND / OR HAND TAMPING,
IF BACKFILL AREA EXCEEDS 2'-0" AWAY FROM POOL SHELL, BACKFILL SHALL BE PLACED IN MAXIMUM 12" LIFTS AND COMPACTED TO A MINIMUM OF 95%
RELATIVE DENSITY.
7) SOIL CONDITIONS AT POOL LOCATION ARE ASSUMED TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING.
8) NFPA-70AO5; 2005 NATIONAL ELECTRIC CODE EXCLUDING ARTICLE 80 SHALL BE COMPLIED WITH.
LIST OF* DRAWINGS
Structural plan review is limited to a
general survey for code compliance. No
review is implied nor was taken to
verify structural adequacy
Of �•
SHEET 1
SHEET 2
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PEORMIT4,e (�
SHEET 3
SHEET 4
RESIDENTIAL POOL
RESIDENTIAL SPA
STANDARD DETAILS
STANDARD DETAILS
VALID FOR MASTER FILE
WITH EMBOSSED SEAL
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FIB 0 7 200
GENERAL NOTES:
1-1/2" RETURN LINE 1) SPA SHALL BE BUILT TO COMPLY WITH FLORIDA, COUNTY AND CITY BUILDING CODES.
_ 21 ALL METAL PARTS WITHIN 10 FT. WILL BE GROUNDED AS PER NFPA-70A05; 2005 NATIONAL ELECTRIC CODE.
SKIMMER
3/4" BULLNOSE TILE I I I I 1-1/2" SKIMMER LINE 3) FILTRATION SYSTEM WILL HAVE SUFFICIENT CAPACITY TO PROVIDE -A COMPLETE TURNOVER OF POOL WATER IN (12) TWELVE HOURS OR LESS.
OPTIONAL ON EDGE STEP
4) ALL PVC PIPE WILL BE SCHEDULE 40.
— SUCTION LINE 5) RESIDENTIAL POOLS SHALL COMPLY WITH THE 2004 RESIDENTIAL CODE. SPECIFICALLY R101.2, R4101.6 ANSI / NSPI 5-03 FOR RESIDENTIAL INGROUND
POOLS, AND ANSI /-NSPI 3-99. F.OR,PERMANENTLY INSTALLED RESIDENTIAL SPAS.
8" ROUND MAIN DRAIN!
ANTI -VORTEX GRATE (2)
REOL11f2ED I I - — — — — 6) SUCTION INLETS SHALL BE PROVIDED AND ARRANGED TO PRODUCE CIRCULATION THROUGHOUT THE POOL OR SPA.
' I i• II �� •• ,
7) ALL POOL AND SPA SUCTION INLETS SHALL BE PROVIDED WITH A COVER THAT HAS BEEN TESTED AND ACCEPTED BY A RECOGNIZED TESTING
2" MAIN GRAIN (SUCTION) FACILITY AND COMPLY WITH A.N.S.I./A.S.M.E A112.19 8M, "SUCTION FITTINGS FOR USE IN SWIMMING POOLS, SPAS, HOT TUBS AND WHIRLPOOL BATHTUB
MAX. FLOW = 50 G.P.M. Vr� —
II ,, APPLIANCES".
I VENT LINE 8) ALL SUCTION PIPING AND FITTINGS SHALL BE EITHER 1-1/2" OR 2".
THERAPY JET
ALL ATMOSPHERIC VENT PIPING AND FITTINGS SHALL BE 1-1/2".
RETURN LINE 9) MAXIMUM SUCTION PIPE WATER VELOCITY SIX (6) FEET PER -SECOND. .
1-1/2" RETURN LINE 6 FEET PER SECOND WATER VELOCITY IN 1-1/2" PIPE IS 36 G.P.M..
6 FEET PER SECOND WATER VELOCITY IN 2" PIPE IS 63 G.P,M..
— POOL SHELL 4000 P.S.I. PUMP MIX 10) DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION -INLET FITTING IS MISSING, BROKEN, OR LOOSE.
I I CONCRETE PNEUMATICALLY
APPLIED 6'-•7" IN VERTICAL
BLOCKING OF MAIN DRAINS WILL _ _ = _ _ = ; _ _ — _ _ = -= _ = _ _ = = � WALLS (TYP.) 6'-8" IN COVES 11) IF THE -SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC CLEANING SYSTEM, IS A VACUUM CLEANER SYSTEM WHICH HAS A SINGLE SUCTION INLET, OR
CAUSE THE,SYSTEM TO REACT I I AND FLOORS (TYP.) MULTIPLE SUCTION INLETS WHICH CAN BE ISOLATED BY VALVES, THEN EACH SUCTION INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER AN
WITHIN THREE SECONDS � APPROVED ANTI -VORTEX COVER, 12" x 12" GRATE OR LARGER, OR OTHER APPROVED MEANS.
REQUIRED TIME FRAME
! NOTE: 12) POOLS AND SPAS SHALL HAVE AN ALTERNATIVE BACKUP SYSTEM WHICH SHALL PROVIDE VACUUM RELIEF SHOULD GRATE COVERS BE MISSING.
,
PIPING IS SHOWN SCHEMATICALLY ALTERNATIVE VACUUM RELIEF DEVICES SHALL INCLUDE EITHER:
TYPICAL SPA POOL iPLAN
SCALE: 'I/Z" = V-0" A) APPROVED VACUUM RELEASE SYSTEM.
B) APPROVED VENT PIPING,
C) OTHER APPROVED DEVICES OR MEANS.
6'4" (TYPICAL) 13) A MINIMUM OF TWO (2) SUCTION INLETS SHALL BE PROVIDED FOR EACH PUMP' IN THE SUCTION INLET SYSTEM SEPARATED BY A MINIMUM OF THREE
4" THICK CONCRETE DECK W/ FEET (31 OR LOCATED ON TWO (2) DIFFERENT PLANES I.E.,.ONE (1) ON THE BOTTOM AND ONE (1) ON THE VERTICAL WALL, OR ONE (1) EACH ON TWO (2)
FIBERMIX 25QO P.S.I. SEPARATE VERTICAL WALLS, THESE SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN -THROUGH THEM SIMULTANEOUSLY THROUGH A
WATER LINE 6" x 6" CERAMIC.TILE COMMON LINE TO THE PUMP.
14) WHERE PROVIDED, THE VACUUM OR PRESSURE CLEANER FITTING(S) SHALL BE LOCATED IN AN ACCESSIBLE POSITION(S) AT LEAST SIX (6) INCHES AND
I -III-III-III-III-III-III-III ! — r T - ! 43 BARS @ 12" O.C. VERTICAL NOT GREATER THAN TWELVE (12) INCHES BELOW THE MINIMUM OPERATING WATER LEVEL OR AS AN ATTACHMENT TO THE SKIMMER(SI.
AND HORIZONTAL (TYP.)
COMPACTFD SOIL UNDER
- PROVIDE 3' x 3' BONDING GRID OF
CONCRETEDECK — (- 18" —G 18"
EXTRA 43 BARS CONTINUOUS 430 BARS IN THE POOL DECK ENGINEER'S NOTES:
ADJACENT TO THE POOL WALLS
— — — —
MAIN DRAIN & ANTI -VORTEX
•
,LINE m
GRATE IN STEP FACE .
! I 1) THE INSTALLATION OF THE STEEL MAT AND THE SHELL WALL MUST CONFORM WITH NSPI MINIMUM STANDARDS, LOCAL CODES AND ORDINANCES AND
1/2' MARCITE FINISH ! THE 2004 FLORIDA BUILDING CODE, THE 2004 RESIDENTIAL CODE WITH 2O06 SUPPLEMENTS AND ACI 318.
i
( I-4 2" SCHEDULE 40 PVC
21 TO AVOID DEROGATION OF ADJACENT EXISTING STRUCTURE,. CARE SHOULD BE EXERCISED WHICH SHOULD INCLUDE SHORING OF THE ADJACENT
SUCTION LINE PORTION OF EXCAVATION BY THE CONTRACTOR TO PREVENT UNDERMINING OF THE EXISTING FOUNDATION IF CONDITIONS AT THE TIME OF EXCAVATION
i I
'!!; ;�i,''I ilu� I,�l, I! y�,i�•.;�� �I,'�II, ,�!4il,F�ii!,�', ti ail I _ — _ _ DICTATE SUCH ACTION BE TAKEN,
Z" SCHEDULE 40 PVC'.
MAIN DRAIN.W/ RELIEF PLUG OR 3) THE CONTRACTOR MUST PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN 6" O.C. IN BOTH DIRECTIONS IN AREAS WHERE THE ANGLE OF
2" HYDROSTATIC RELIEF �S = REPOSE IS ENCROACHED ON OR THE POOL SHELL ENCROACHES INTO THE 1 TO 1 AREA OR THE ANGLE OF REPOSE METHOD, ALSO THE POOL SHELL WALL
SHALL BE CONSTRUCTED AT 6" THICKNESS. THIS STEEL MAT AND SHELL -WALL SHALL BE EXTENDED ALONG THE CRITICAL AREA AND TO A POINT WHICH
VENT LINE IS GREATER THAN THE MINIMUM REQUIRED DISTANCE AS DETERMINED BY THE 1 ON 1 METHOD OR THE ANGLE OF REPOSE METHOD
I I VENT LINE --
TYP IC'AL SPA POOL SECTION
SCALE: 1/2" ; 1'-0"
SPECIFICATIONS:
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1) CARSTRIDGE FILTER
`l.) SURFACE SKIMMER
31 SPA POOL PUMP
ld DECK CONCRETE - 2500 P..S.I.
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51 ALL SUCTION PIPING TO BE 2" MINIMUM l'
6) ALL VENT PIPING TO BE 1-1/2 MINIMUM .
7) MAXIMUM SUCTION PIPE VELOCITY SIX (6) FEET PER SECOND
! 4) ADDITIONAL CONSTRUCTION PROCEDURES WILL BE NECESSARY TO INSURE COMPATIBILITY BETWEEN THE SWIMMING POOL SHELL AND AN EXISTING
ADJACENT STRUCTURE WHEN THE SWIMMING POOL WILL BE CONSTRUCTED SO THAT THE DISTANCE FROM THE EXISTING ADJACENT STRUCTURE IS LESS
THAN A DISTANCE OF T HORIZONTALLY FOR EACH 2' OF VERTICAL POOL DEPTH AS MEASURED FROM THE POOL'S GREATEST DEPTH AT.A POINT
PERPENDICULAR
NOTE: TO THE•POOL WALL AT IT'S CLOSEST POINT TO THE BOTTOM OF THE FOUNDATION PLUS 1'.
PIPING IS SHOWN SCHEMATICALLY.
r, 5) ALL STEEL WORK AND POOL EQUIPMENT SHALL BE GROUNDED TO A COMMON GROUND.
7 6) IF BACKFILL 15 REQUIRED ;,'.+ .,,,..„•.'...,.,, BETWEEN POOL SHELL AND EXCAVATED HOLE, TFIE.BACKFILL SHALL BE COMPACTED BY FLOODING AND / OR HAND TAMPING.
IF BACKFILL AREA EXCEEDS 2'-0" AWAY FROM POOL SHELL, BACKFILL SHALL BE PLACED IN MAXIMUM 12" LIFTS AND COMPACTED TO A MINIMUM OF 95%
RELATIVE DENSITY.
7) SOIL CONDITIONS AT POOL LOCATION ARE ASSUMED TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING.
8) NFPA-70AO5; 2005 NATIONAL ELECTRIC CODE EXCLUDING NFPA 70A05 ARTICLE 80 SHALL BE COMPLIED H.
=THIS S EET IVtJ`i'
REVIEWED FOR ODE
COMPLIANCE.
VALID FOR MASTER FILE
WITH EMBOSSED SEAL
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THE CONTRACTOR MUST PLACE ALL'STEEL IN THE POOL WALL AT, NO MORE THAN 6" O.C.
IN BOTH DIRECTIONS IN AREAS WHERE THE ANGLE, OF REPOSE IS ENCROACHED ON OR THE;
P Oi i •SHEL'L ENCROACHES INTO THE'1 TO 1 AREA: ALSO, THE POOL SHELL WALL SHALL BE
COIISTRUCTED AT 6" THICKNESS, THIS STEEL MAT AND SHELL WALL,SHALL BE EXTENDED
I
ALONCi THE CRITICAL, AREA'AND TO A POINT WHICH'IS GREATER THAN THE MINIMUM
RE:ClIJJFiED DISTANCE SAS DETERMINED, BY THE 1 ON 1 METHOD.
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3'-8" MIN, FOR EXISTING
STRUCTURE
6" TILE I DISTANCE
LESS THAN •
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1 O.N 1 12"
MARCITE OR PEBBLE 1
POOL INTERIOR'
S I ELL ,TEX FORM
6" THICK WALL
1�3 BARS Cut 6" O.C. EACH WAY I
' (SEE NO'f'E #1)
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SWIMMING POOL, CONSTRUCTION WHEN DISTANCE
FROM EXISTING STRUCTURE FOUNDATION TO BACK'
OF POOL SHELL IS LESS THAN 1 ON-1 METHOD OR THE
REO,UIRED SEPARATION FOR SANDY SOIL 'ANGLE OF.
REPOSE
SCALE
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i I
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3'-•0„ MIN. ! �
FOR'SPAS,SEE, A.N,S.I. / A.S.M.E. A112.19.8M 1987
GERNAL NOTE IZ I : LISTED GRATES WITH MATCHING,
MAIN DRAIN SUMPS ITYP, (2)
j 1' 6" MIN.' PLACES)'
1 I (TYP.)I
I � I,
pZ T
CL / �.2 Il,lj j QQQT�
Z..
MAX. DISTANCE TO r'
VENT TEE CONNECTION
MIN.
2" x 1-1/2" T HORIZONTAL
2" SUCTION PIPING DISTANCE
18 FEET
1-1/2'; ATMOSPHERIC VENT PIPING
SUCTION'PIPING MAX. UNDERWATER LENGTH
MAXIMUM UNDERWATER OF ATMOSPHERIC VENT PIPING 30
I, FEET
LENGTH 50 FEET, �� I
VENT TO AT
MOSPHERE IN A
MANNER THAT THE VENT WILL NOT
PUMP BE BLOCKED BY INFESTATION,
n , DEBRIS BUILD-UP, OR
�J MICROBIOLOGICAL CONTAMINATION
LABEL VENT: "POOL SAFETY I
DEVICE - DO NOT, HANDLE"
•I a i I h
-
• '..,S WI� POOL SPA •AND n1 A'DING 100 ., MMINa P L .
DUAL MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT
SCALE: 1/4" = 1'-0"
REQUIRED SEPARATION
5 -0
TYPICAL FOOTING
3'-•0HOUSE SLAB
DECK
p I
• 1
m
Ln
• T�I-M,,y • b
33a
NOTE: SAFE EXCAVATION LINE 1' FROM
ANGLE' OF REPOSE
SEE ENGINEER'S NOTE #3 FOR STEEL
PLACEMENT IF V SEPARATION IS NOT
MET
SANDY SOIL ANGLE OF REPOSE
SAFE EXCAVATION LINE
SCALE: 1/6" � T-0"
GW2212u03
11/OS/2U09
01/21/2007
CAP TILE WITH 1/4" COOL DECK
WATERLINE TILE
i Q
i 10/10 6X6 WIRE MESH OR '
i 6.. FIBER MESH IN CONCRETE � ' �rd0rNi,
STEEL , o p-'oi
REINFORCED ft4
.CONCRETE
0 gar
U) r•-I rI id
cU O o r-i
S-I O a cU
DECK AND TILE DETAIL fi' `� Q
SCALE: 1/2" = V-0"
j GROUND LEVEL, POOL DECK
OR MAXIMUM POOL WATER
LEVEL WHICH EVER IS
GREATER
1-1/2" PVC TEE
T STAINLESS STELL CLAMP
(TYP. (21)
,WINDOW SCREEN
(TYP (2))
1-1/2 PVC PIPE
THE 1-1/2" ATMOSPHERIC -VENT TEE SHALL BE LOCATED NOT LESS
THAN 8 INCHES MEASURED FROM THE BOTTOM OF THE STRAIGHT LEG OF
THE 1-1/2" TEE ABOVE THE GROUND LEVEL, POOL DECK, OR MAXIMUM
POOL WATER LEVEL, WHICH EVER PROVIDES THE GREATEST ELEVATION.
ATMOSPHERIC VENT DETAIL,
SCALE: N.T.S,
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FEB . 0.7 20(
3
VALID FOR MASTER FILE
WITH EMBOSSED SEAL OF
4
ALUMINUM FRAME SCRF,EN WALL
it
ANCHOR ALUMINUM FRAME TO WALL
CONCRETE CAP BLOCK OR BRICK
?I
OR SLAB W/
(OPTIONAL)
1/4" x 2-1/4" MASONRY ANCHOR
W/ IN 6" OF POST AND @ 24" O.C.
g" x 8" x 16" BLOCK WALL
I
MAXIMUM
(MAX. 32"I •
,
(1) #5 'A BAR CONTINUOUS
I
vj
_
_
(1) #14 BAR @ CORNERS AND "x" O.C.
CONCRETE ANCHORS SHALL EMBED
FILL CELLS AND KNOCK OUT BLOCK
INTO CONC. '1 NROUGI-1 CAP BLOCK OR
>
TOP COURSE W/ 2500 PSI PEA ROCK
BRICK 1-1/2" MIN.,
s.�
CONCRETE
DECK OR GROUND LEVEL
I
'
i
/
RIBBON FOOTING OR MONOLITHIC IF
MONOLITHIC SLAB IS USED (SEE
NOTES OF DETAILS NEXT PAGE)
00
I"N") #5 0 BARS MIN, 2-1/2" OFF
I� "W„ GROUND
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
SCALE: '3/4" = T-0"
�f
Knee Wall Table
h !
W
P.
N
X
P3_
##1,
32"
_
12"
3
2
10'-•0"
40"
3
Z
8'-0"
40"
18"
N/A
3
6'-0"
561,
18"
N/A
3
W-0"
64"
24"
72"
301,
N/A
4
N_;1
SHOWN) " J �, SEE POST TO DECK DETAILS (PAGE
,... 1-60 TO 1-64)
SLOPE' OF GRADE MUS"11BE FLAT
a i'
FOR ATLEAST 2' FROM OUTER
SURFACE OF FOOTING OPTIONAL BRICK
s #30 BARS HORIZONTALLY PAVERS --^--
®I CONTINUOUS @ 12" O.C. MAX. o -T. o,
(
' 'GRADE MAX. GRADE _
'DIFFERENCE ± 8"'
#34� BARS VERTICALhY.CAGE
STEEL @ 12" O.C. MAX. 12" 16" --�1
2" MIN. TO 2 1/2" MAX. ALUMINUM STRUCTURE
ALUMINUM STRUCTURE
1 ,, "'' I'•!::. , ,I ` as ,� COVER, (TYP. ALL AROUND) (16' MAX. HEIGHT SIDE WALL ONLY) (ALL FRONT WALLS)
FOOTING 2500 PSI CONCRETE W/ (1) FOOTING 2500 PSI CONCRETE
I •
#50 OR (2) 030 CONT. BARS MIN. W/ (n1) #30 OR (n2) #50 BARS CONTINUOUS BARS
"12" MIN. TO 18" MAX.
' 2-1/2" OFF GROUND MIN. 2-1/2" OFF GROUND
-�--�
FEE -GAINING WALL FOOTING DETAIL 1 ; RIBBON FOOTING -TYPE 1 RIBBON FOOTING TYPE 2
SCALE: 3/4" = V-0" SCALE: 3/4"-= V-0"
SCALE: 3/4"
Allowable Bearn Span for Wind Zone 8, Exposure Category
4" 2500 P.S,I, MIN. CONCRETE
(1) 450 REBAR IN FILLED CELL - SLAB W/ 6" x 6" 10 / 10 W.W.M.
SOLID, BEND OVER IN SLAB MIN. OR FIBERMESH OVER 6 MIL.
OF 32" TYPICAL VISQUEEN
(FOR FOOTING & VERTICAL STEEL 1/4" x 6" RAWL TAPPER THROUGH
PLACEMENT SEE SCHEDULE) _ _ 1" x 2" AND ROWLOCK INTO FIRST ALUMINUM FRAME SCREEN WALL
COURSE OF BRICKS
LO
hIII III
I- I I -I i CAP BRICK
V) (1) #50 REBAR CONTINUOUS 2500 BRICK KNEEWALL TYPE 'S' MORTAR
W I I I I P.S.I. MIN: CONCRETE POUR ALTERNATE CONNECTION OF x . REQUIRED FOR LOAD BEARING
GRADE III II I ' BACK FILL TO BE CLASS 'A' FILL
SCREENED ENCLOSURE FOR BRICK BRICK WALL
III- III o PER F.D.O.T. COMPACTED 95% OR OTHER NON- STRUCTURAL KNEE m
-III- RELATIVE DENSITY 'WALL 4" INOMINALI PATIO CONCRETE
1" WIDE x 0.063" THICK STRAP @ I SLAB (SEE NOTES CONCERNING
EACH POST FROM P05T TO FOOTING--
- FIBER MESH)
SEE SCHEDULE
W/ (21 4M0 x 3/4" S.M.S. STRAP TO - -
'POST AND
4" 2500 P.S.I. MIN, CONCRETE 11) 1/4" x 1-3/4" CONCRETE ANCHOR (3) #30 BARS OR (1)
SLAB W/ 6" x 6" 10 / 10 W.W.M: • TO SLAB OR FOOTING 160 BAR W/ 2-1/2".COVER (TYP.)
OR FIBERMESH OVER 6 MIL.
VISQUEEN
ALTERNATE FOOTING BRICK•KNEEWALL •AND FOUNDATION FOR SCREEN WALLS
SCALE 1/2" = 1'-0" SCALE: 3/4" = V-0"
FOOTING & VERTICAL STEEL PLACEMENT
WALL
HEIGHT
FOOTING
WIDTH
FOOTING
STEEL
VERTICAL STEEL
#5
BEND OVER
3'-4"
24"
(2) #5 CONT.
4'-01,
32" =1,
5'-4"
30"
(3) #5 CONT.
2'-0"
40" * '
"EXCEPT WHEN INTERSECTING POOL WALL, THEN STOP,AT CENTER OF POOL WALL
SEE POST TO DECK DETAILS (PAGE
l
430 BARS HORIZONTALLY
1-60 TO.1-64)
CONTINUOUS @ 12" O.C. MAX.
BEND (1) #30 BAR INTO 3Z" OF
UPRIGHT SIZE VARIES (2" x 6"
-
-
SLAB @ 24" O:C.
SHOWN) I
I
T-7-1
X
Q
Ii
P __j
#30 BARS .VERTICALLY CAGE
-t
STEEL @ 12" O.C. MAX.
GRADE
2" MIN. TO 2•-1/2" MAX.
II=III=III
° I , COV R (TYP'AI AROUND)
Ribbon Footing Data
100-125 MPH
126-134 MPH
135-144 MPH
145-150 MPH
Areas sq. in.
Number of liars
Depth
x.
n1x
n2Ax
B
C
B
C
B
C
B
C
Footing
Steel..
.A30_
1150.
8"
8"
2
1
15.4'
12.6'
15.4'
11.0'•
12.8'
9.5'
11.0'
8.5'
64
0.12
2
1
12"
8"
Z
1
23.0'
19.2'
23.0'
16.5'
19.2'
.14.4'
16.5'
12.8'
72
0.13
2
1
B"
12"
Z-
1
23.V
19.2'
23.0'
16.5'
19.2'
14.4'
16.5'
1Z.8'
72
0.13
2
1
1Z"
12"
3
2
24.0'
20.0'
24.0'
17.1'
17.1'
15,0'
17.1'
13.3'
144
0.26
3
2
12" •
16"
3
T.
37.9'
26.6'
31.9'
21.9'
25.6'
19.2'
2l9'
17.F
192
0.35
4
2
12" .
18"
3
2
36.0'
30.0'
36.0'
25.7'
30.0'
• 225'
25.7'
Z0.0'
216
0.39
4
2
12"
24"
4
3
48.0'
40.0'
48.0'
34.3'
40,5' •
30,0'
34,3'
'26.7'
288
0.5"2
-
2
12"
30"
4
1..
3 •
57.6'
48.0'
57.6'
41.1'
48.0'
36,0'
41.1'
32.0'
360
0.65
3
IT,
36"
5
4
69.1'
57.6'
69.1'
49.4'
57.6'
43.2'
49.4'
38.4'
43Z
0.78
-
3
Nominal 4" Slab
100-125
MPH
126-134 MPH
135-144 MPH
145-150 MPH
Depth
B
C
B
C
B
. C
B
C
3-•1/Z"
50.4'
42.0'
50.4'
36,0'
42.0'
31.5'
36.0'
28.0'
(1) #5 BAR CONT.
13) 43 BAR CONT. OR
(2) 03 BAR CUNT. OR #5 1" PER FT. MAX. FOR 3_1/2" ITYP. (1) BAR CUNT. - -
:ALSLABS)
BEFORE SLOPE_ L - - , //// , /�//�
/ X//�/% j/� //� //� ///% //\/ //\//\ \� \\/\\/\
t 0„
TYPE I TYPE II TYPE III '
FLAT SLOPE ✓ NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
0-2"/ 12" 2" / 1Z" - T-10" 1'-10"
NOTES FOR ALL FOUNDATION TYPES:
1. THE FOUNDATIONS SHOWN ARE BASED;ON A MINIMUM SOIL BEARING -PRESSURE OF 1,500 PSF. BEARING CAPACITY
OFSOIL SHALL. BE VERIFIED PROIR TO PLACING SLAB BY FIELD SOIL TEST (SOIL PENETROMETER) OR A SOIL TESTING
LAB.
Z. THE SLAB / FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND COMPACTED PRIOR TO PLACEMENT OF
CONCRETE.
3. NO FOOTING IS REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE SLAB WIDTH IN THE DIRECTION OF THE
PRIMARY BEAMS EXCEEDS THE SPAN PER ALLOWABLE BEAM SPAN TABLE (THIS PAGE), THEN A TYPE II SLAB IS
REQUIRED UNDER THE LOAD BEARING WALL ONLY UNLESS THE SIDE WALL EXCEEDS 16' IN'HEIGHT OR THE
ENCLOSURE IS IN A 'C' EXPOSURE CATEGORY IN WHICH CASE A TYPE 11 FOOTING IS REQUIRED.
4. MONOLITHIS SLABS AND FOOTINGS SMALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 - 10 x 10 WELDED WIRE
MESH OR CRACK CONTROL FIBER MESH; FIBERMESH® MESH, INFORCE E3 (FORMERLY FIBERMESH MD) PER
MANUFACTURER'S SPECIFICATION MAY BE' USED IN LIEU OF WIRE MESH. ALL SLABS / FOOTINGS SHALL BE ALLOWED
r� TO CURE FOR 7 DAYS BEFORE INSTALLING ANCHORS.
5. 'IF LOCAL CODES REQUIRE A MINIMUM FOOTING USE TYPE 11 FOOTING OR FOOTING SECTION REQUIRED BY LOCAL -
CODE. LOCAL CODES GOVERN,
SLAB --FOOTING DETAILS
SCALE: 3/4" = T-0"
L• ' � i 'E L xn1 =number of 930 bars @ 0.11 sq. in. grade 60 steel ��
V� e xxn2 = number of 950 bars @ 0.31 sq. in grade 60 'steel
co ED
�"
`I1' fJ
Ii 12" MIN. TO 18" MAX.
RETAINING WALL TO FOOTING - DETAIL 2
SCALE: 3/4" = V-0" i. VALID FOR MASTER FILE
-
WITH EMBOSSED SEAL
GZiEVOSOONS:
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