HomeMy WebLinkAboutB08-0012 Condo Pool TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW COMM BUILDING PERMIT Permit # B08-0012
Project#: PRJ03-0138
Job Address: 595 VAIL VALLEY DR VAIL Status . . . : ISSUED
Location.....: 595 E VAIL VALLEY DR MANOR VAIL Applied . . : O1/29/2008
Parcel No...: 210108102001 Issued . . . 06/20/2008
Expires . .: 12/17/2008
OWNER MV PENTHOUSES, LLC. A DELAWA Ol/29/2008
PO DRAWER 2770
AVON
CO 81620
APPLICANT COLORADO POOL SYSTEMS INC. O1/29/2008 Phone: (303) 420-7321
12650 W. 64TH AVENUE, UNIT E, ##124
ARVADA
COLORADO 80004
License: 804-5
CONTRACTOR COLORADO POOL SYSTEMS INC. O1/29/2008 Phone: (303) 420-7321
12650 W. 64TH AVENUE, UNIT E, #124
ARVADA
COLORADO 80004
License: 804-5
Desciption:
MANOR VAIL-CONSTRUCTION OF A NEW SWIMMING POOL
Occupancy Type Factor Sq Feet Valuation
Totals . . . $175, 000 . 00*
TOV Adjusted Valuation: $175,000.00 Revision Valuation: $0.00 Revised Total Valuation: $175,000.00
*M*�+r**+*x�*�**r»s**�*�*r**�*�*a+r***+*as***+*e►w****+***+*��:*+*�r* FEE SUMMARY ***r�*�*�*�*r*r��*�**�***********r***�»r*�►*+►�*�***r*�**+�■
Building------> $1,413.75 Restuarant Plan Review--> $o.o o Total Calculated Fees---> $5,63 6.69
Plan Check---> $918.94 Recreation Fee-------------a
$o.o o Additional Fees-----------> $3,2 2 5.0 0)
Investigation-> $o.0 o TOTAL FEES-------------> $5,6 3 6.6 9 Total Permit Fee---------->
$2,411.69
W ill Call-----> $4.0 0 Payments------------------a $2,411.6 9
BALANCE DUE---------> $0.o 0
+:+�*r**+a*+s*rrs+�rs«�rr**�**v*.�.*+►r�:a+**+*+*►*+++�*s******r+++****+rr�►r***r�+s�a+**a***ss**►►*:*»*a*r*��****�•**r��******+�r*s***.s�*��s***
Approvals:
Item: 05100 BUILDING DEPARTMENT
02/20/2008 jplano Action: AP
Item: 05400 PLANNING DEPARTMENT
02/O1/2008 Warren Action: AP
Item: 05600 FIRE DEPARTMENT
03/12/2008 JJR Action: AP
Item: 05500 PUBLIC WORKS
02/11/2008 csalli Action: NA
++..+*.*+�.**..**.*�..*.:..�.*..*.,�*#..�..+«�..**.+.*.*�**:*.*,.�**,:.**,..**..**+*+.*«*.�*��.*....�*..*�...*.,.:*.+*.**:.**...*****�+�.�*:*.��+
See Conditions section of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, International Building and Residential Codes a he Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MAD ENTY-FOUR HOURS I1�DVANCE BY TELEPHONE AT 479- 49 OR`A OUR OFFICE FROM 8:00 AM
-4 PM.
SIGNATURE OF O OR CONTRACTOR FOR HIMSELF AND OWNER
********************************************************************************************************
CONDITIONS OF APPROVAL
Permit# B08-0012 as of 06-20-2008 Status: ISSUED
********************************************************************************************************
Permit Type: NEW COMM BUILDING PERMIT Applied: O1/29/2008
Applicant: COLORADO POOL SYSTEMS INC. Issued: 06/20/2008
(303)420-7321 To Expire: 12/17/2008
Job Address: 595 VAIL VALLEY DR VAtL
Location: 595 E VAIL VALLEY DR MANOR VAIL
Parcel No: 210108102001
Description:
MANOR VAIL-CONSTRUCTION OF A NEW SWIMMING POOL
Conditions:
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE
MATERIAL.
Cond: 17
(BLDG.): A STRUCTUAL ENGINEER WILL BE REQUIRED TO APPROVE ANY STRUCTUAL CHANGES BEFORE A
FRAMING
1NSPECTION IS APPROVED BY THE TOWN OF VAIL.
Cond: 20
(BLDG.): FIELD INSPECTIONS BY FIRE AND BUILDING DEPARTMENTS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE BEFORE BEING USED FOR OCCCUPANCY.
Cond: 31
(BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR
MOUNTING ON
COMBUSTIBLE FLOORING.
Cond: 34
(BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED
FOR.
Cond: 35
(P.W.): ACCESS AND DRAINAGE INSPECTIONS MUST BE DONE BEFORE FOOTING INSPECTION.
Cond: 40
(BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72.
Cond: 5
(PLAN): PRIOR TO THE TOWN BUILDING DEPARTMENT CONDUCTING A FRAMING INSPECTION, AN
IMPROVEMENT
LOCATION CERTIFICATE (ILC) SHALL BE SUBMITTED TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT
A MINIMUM
OF FORTY-EIGHT HOURS IN ADVANCE OF THE REQUESTED INSPECTION. ROOF RIDGES AND BUILDING
FOOTPRINT
SHALL BE INDICATED ON THE ILC.
*****************************************************+******************+*******************
TOWN OF VAIL, COLORADO Statement
**********�**********************�*********+**+*********************************************
Statement Number: R080000139 Amount: $918. 94 02/05/200811:58 AM
Payment Method: Cash Init: LC
Notation: cashier check
130769 (lst bank) colorado pool system
-----------------------------------------------------------------------------
Permit No: B08-0012 Type: NEW COMM BUILDING PERMIT
Parcel No: 2101-081-0200-1
Site Address: 595 VAIL VALLEY DR VAIL
Location: 595 E VAIL VALLEY DR MANOR VAIL
Total Fees: $2, 336.69
This Payment: $918. 94 Total ALL Pmts: $918. 94
Balance: $1,417.75
*******�*****+******�***********************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 918.94
-------.-----------�-----------------------------------------------------------
B08-0012: Entries for Item:90 - BLDG-Final 11:05 06/13/2013
Action Comments By Date Unique_
Ke
AP JRM 02/20/2009 A000123
167
Total Rows: 1
�
Page 1
**************************************************************************************�*****
TOWN OF VAIL, COLORADO Statement
******+�****************************+*********************+*********************************
Statement Number: R080000997 Amount: $1,492 .75 06/20/200810:38 AM
Payment Method: Check Init: LC
Notation: #14034/COLORADO
POOL SYSTEMS
-----------------------------------------------------------------------------
Permit No: B08-0012 Type: NEW COMM BUILDING PERMIT
Parcel No: 2101-081-0200-1
Site Address: 595 VAIL VALLEY DR VAIL
Location: 595 E VAIL VALLEY DR MANOR VAIL
Total Fees: $2,411.69
This Payment: $1,492 .75 Total ALL Pmts: $2,411.69
Balance: $0. 00
******�*****�*********+*+*****+******************************************************+******
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 1,413 .75
CL 00100003123000 CONTRACTOR LICENSES 75.00
PF 00100003112300 PLAN CHECK FEES -735.15
PF 00100003112300, PLAN CK - project GFP012 735.15
WC 00100003112800 WILL CALL INSPECTION FEE 4 .00
-----------------------------------------------------------------------------
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APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS
Project#: �
BuFlding Permit#:
�� s�o,�������"�rns����+�!��?
������ � � � � �
75 S. Frontage Rd. TOWI� Of �a10
Vail, Colorado 81657 ,._ �
TOWN OF VAIL BUILDING PERMIT AP N , '_�.;a� �Y
Separate Permits are required for electrical, plumbing, mechanica�l, etc.!
CONTRACTOR INFORMATION
G eral Contrac � Town of Vail R g. No.: tact Person and Phone#'s:
r� � ��� � � -� S � �ti�" .�C:;+3 -C/�o -7 3�
Email address: �� > � ��,n � #: Q
Contractor S� ure:
r
COMPLETE VALUATIONS FOR BUILDtNG PERMIT Labor 8� Materials
BUILDING: $ ELECTRICAL: $ -� OTHER: $ �
PLUMBING: $ MECHANICAL: $ TOTAL: $ ���
For Parcel# Contact Ea le Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com
�����1��
Job Na I Job Address: /
�dr.` f�DL B�tS� � Ui�i 1�-/� � \ �---
Legal Description Lot: Block: Filing: � Subdivision:
Owners Name: Address: Phone:
Archi D i r: Add Phone:
� ,�,-1�-lv.-� q a 3•�131�f�
En me Address: Ph
g �.�/1 f � _�
Detailed de cription of work: �
l,' •
Work Class: New Addition ( ) Remodel ( ) R air( ) Demo ( ) Other( )
Work Type: Interior( ) Exterior� Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) 1
Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial(� Restaurant( ) Other( )
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin
No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED
Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No( )
********�*��*�********�********�'*'****FOR OFFICE USE ONLY******��'�'�`���**'������******'�***
Uate�R�ceived � -I��•��
� � i
,Reiceived:dy , �
F:\cdev\FORMS\Permits\Building\building_permit_4-17-2007.DOC Page 1 of 7 04/17/2007
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�nitdittig Dtpartment 5�rvuea �
� , ����
February 20, 2008
Charlie Davis
Chief Building Official, Town of Vail
75 South Frontage Road
Vail, CO 81657
RE: PROJECT: Manor Vail Pool
PERMIT NUMBER: B08-0012
REVISION NUMBER: n/a
INTERNAL REF#: 6618
ADDRESS: 595 Vail Valley Drive
Dear Mr. Davis:
SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003
International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the
documents submitted to be complete for construction.
Please reference the approved drawings 606-0191 sheets L1.1 and L3.2 for the fence, gate
and lift details.
Plans:
5 sheets of engineer stamped drawings.
No additional square footage-Added Valuation of$175,000
,,.____.
�,h
Sincere�,
.
e�
��. ........
John Plano
Plans Examiner
SAFEbuilt Colorado
j ohn.plano(a�SAFEbuilt.com
Page 1 of 1
SAFEbuilt Colorado Eagle Office✓P.O.Box 1618✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631
Phone:(970)328-1790✓Toll Free:(877)428-6412✓FaY:(970)328-1791✓V:�Plan Review\Vail�Manor Vai1�B08-0012\tov B08-
0012 FAL.doc
4�' GENERAL NOTES:
1. ALL NECESSARY SITE PREPARAT(ON, POQL L4CATION AND ELEVATIONS AftE BY GENERAL CONTRACTOR AND COORDINATED WITN
12' 1 1 ' 1 � ' 12' OWNER.
2. PIPfNG DIAGRAM IS PROVIDED T4 IDENTIFY EQUIPMENT AND ACCESSORIES, TO INQICATE RELATIVE POSITIONS ON TNE CIRGULATION
�, LOOP, AND TO SHOW PIPE SIZES AND FLOW DIRECTION. THE FINAL CONFI�URATION MUST BE COC�RDINATED WITM SITE CONDITIONS.
[3�" FEET] 3. A�L. GROUNDING ACCORDING TO N.E.C. SEC. 680 (INCL. �IGHTS, HANDRAILS, ETC.}
�L 4. NQ flUTLETS WITHIN 10' OF POQL ALL Ot7TLETS 10' TO 20' FROM POOL TO BE G.F.I. PROTECTED BY GENERAL CQNTRACTOR.
� � HANDICAP LIFT �OCATION 5. FLQW MEASUREMENT: A FLOW METER OR OTHER DEVICE WNICH GIVES A FLOW RATE IN GPM MUST BE PROVIDED. THE FL4W
' Wf EMBEDDED ANCHOR METER MUST HAVE A MEASUREMENT CAPACITY OF AT LEAST 1.5 TIMES THE DESiGN RECIR�ULATION F�OW RATE AND MUST ..BE ....�..�
� (REINFORCED THICKENED AGCURATE WITHIN 10% OF TNE AGTUAL FLOW RATE. THE INL7ICATOR MU5T HAVE A RANGE 4F READINGS APPROPRIATE FOR THE C�
' SLAB t� ANCHOR 6" ANTICIPATED FLOW RATE ANG� BE INSTALLED WHERE IT IS READ{LY ACCESSIBLE FQR READING AND MAINTENANCE. O
MIN.) 6. COORDINATE LOCATION OF BACKWASH. �..�
' SKIMMER (TYP.} a o ° 7. TNE MAIN DRAIN COVER OF GRATE MUST 8E A COLOR CONTRASTiNG WITH THE BACKGROUND. MAIN �RAIN GRATING IS NOT TO
� �
�
EXCEED 1 f 2" WIDE. GRATiNG OR DRAIN COVERS MUST NOT BE REMOVAB�E WITHOUT TNE USE OF TOOLS. MAIN DRAIN PIPING TO BE �—"'��i
[4" FEET] EQUIPED WITH A VALVE IN PUMP RQOM.
o I COPING 8, POOL WATER TEMPERATI�RE SHALL BE MAINTAINED BETWEEN 7$'F AND 86'F MIN. �
r-
�� = 9. TNE CNEMICAL FEED SYSTEM MUST BE DESIGNED TO PROVIDE 24 HR. SUPPI.Y OF DISINFECTANT. � � r�
P(?QL GRAB RAILS � 10. A�L. EQUIPMENT AND PIPING TJ BE DESfGNED TQ DRAIN COMPLETLY BY USE OF DRAIN PLUGS, DRAIN VALVES, OR UTHER MEANS, • � �
�
o QECK TILE MARKERS ALL PIPING MUST BE SUPPORTED CONTINUOUSLY OR AT SUFFICIENTLY CLOSE INTERVALS TO PREVENT SAGGING. �� �
� � NO QNING AND DEPTH TYP. ALL SlJCT{aN PIPING MUST BE SLOPED !N ONE QIREGTION, � C�
RECESSED P00� STEPS �o t } PREFERABLY TOWARD THE PUMP. PROVISIflN MUST BE MADE FOR EXPANSI(?N ANO CONTRACTION OF PIPES. *� �
� a � [3�Z" FEET] 11. EQUIPMENT USED IN THE CIRCULATIflN SYSTEM, COMPQNENTS AND APPtJRTENANCES THERETO SHALL COMPL.Y WITH THE PERTI�IENT �
' = REQUIREMENTS OF THE JOINT NSPI—NSF STANDARD NUMBER 50, (� ��
I < �
� , � ; `; W 12. ALL PLUMBING TQ BE NSF APPROVED SCHEDULE 40 PVC UNLESS NOTE[� OTHERWISE ,k,_,�
� p W �, w SLOPE ° 13. NON—SLIP DEGK SHALL S�QPE 1 f 4" PER F7. AWAY FROM THE POOL. �� ' �
N `�' ° I � ` � ; �, 14. INTER�OCK THE CHEMICAL FEED PUMPS WITH THE C4NTROLER AND CIRCULATION PUMP. � �
� I `� ' 2 ANTI VORTEX ; � � 15. LOCATION AND INSTALLATIO�J OF UNDERWATER LIGNT SWITCH BY OTHERS {1F NEEQED). � �
MAIN DRAINS AT r� ...-------POOL STEPS 16. A SUFFICIENT � OF NOSE B4BBS WITH N(75E VACUUM BREAKER BACKFLOW PREVENTERS FOR CLEANING THE QECK AREAS SNALL �"
��� 4'—(�" DEPTH �� ,' BE PROVIDED. THESE HOSE BIBBS SHALL BE PLACED TO ALL.OW THE PROPER CLEANING OF THE ENTIRE DECK WITH A MAXIMUM HOSE ;�
' � � LENGTH OF FIFIY (50) FEET. (N.LP.C.} (',�
� �� �� �� B�AGK ACCENT BAND 17, BATHER LOAD DEfERMINEQ AS FOLLOWS: � µ�- ��
L � � TILE (J STAIR NOSING �-�
J�f f�� POQL — 1 PER 20 SQ.FT. CC� �
� , / �
/ I
�
� / / / � '�!,� � �
o �� r �r STAIN�ESS STEEL � ��� ��,l� � �" � �
r � '�� � C.�r � �
( POQL �IGNT (TYP.) T, , � P00� GRAB RAIL (TYP.} �� �'� � �
� I .�, • �
,� rT� ,' , AT CENTERLINE tJF STEPS � L �
( ��_ , '� ' °' �
� r � ��'i� �� �/ ,r �. � �'� � �'� g � � �
i r � r I � ,� � �
I �� �� i � �� �
� � f � ��'� NOTE: �
SLflPE POOL QECK TO DECK °
� DRAIN �r� P�R �. Pafl� DATA EMERGEf�CY TELEPNOI�E NUMBERS °
i m m
�--� � � � (� � � CONTRACT�R TQ COORDINATE LENGTH: 46 F7. WIDTH. 26 Ef, A SIGN MUST BE POSTED 1N TNE IMMEDfATE VICiNITY
�.00ATION. DEPTH: 3'-6" TO 4'-0" OF TME PO(�� STATING THE LOCATION OF THE
DECK SHAL� HAVE A NON
SLIP FINISH. AVERAGE �EPTH: 3'-9" NEAREST TELEPNC��IE AND EMERGENCY TELEPHONE �
20' ��� PERIMETER: 140 L.F. AREA: 1,178 SF. NUMBERS WHIGH SHA�L IN�LU�E: �,�@�`�����'�'��,
VOLUME: 33.000 GAL. c:>�g;.�,,�'�"� �' �f�,,�,�g���
NAME AND PHONE NUMBERS flF THE f�EAREST � ��� ���►
4p' 6' REQUIRED TURNOVER TIME: 6 MRS. 0 MIN. PQLICE, FIRE, AND RESCUE U�11T. �� �� #
REQUIRED Tl3RNQVER RATE: 91 GPM NAME AND PHUNE NUMBERS OF THE NEAREST ���� g��
, FILTER IYPE: 1 TR-140 AMBULANCE SERVICE `�`` � � �`��`
4� FILTER AREA: 7.fl6 S.F. EACH R1AME AND PHONE NUMBERS OT THE NEARES7 � ��. .
FILTER RATE: 141 TOTAL GPM MAXQ 2Q H(�SPITA� ��,�--j�
��M � � IF A TEL.EPHQNE IS NOT AVAIIABLE AT PaJ�SfC7E, �,
P C�� � P LA f� PUMP TYPE: �1� WNISPERFLOW 2.OHP �
SCA�E: 1 ,f4" = 1 '-0" PUMP RATE: 112 GPM MAX.fEA. C� 60 FT. EMERGE�ICY TE�EPNONE NUMBERS MUST BE
HEAD PRQVCQED Ih1 A FORM THAT CA�J BE TAKEN TQ A
ACTUAL TURNOVER RATE: 112 GPM TE�EPHONE.}
ACTUAL TURNOVER TIME: 4 NRS. 55 MIN. �„
� �
> » w
—� P�OL LIGHT SKIMMER: 5URFACE SKIMMERS �} STA—RITE PQ�L ����� ; w � s
PC}0� GRAB RAILS 6" W�ITERLINE TI�E (�-3 �08650-1404. �,' � � � ° �,
U � � ° � � �
RECESSED POOL STEPS -- WATERLINE REQUIRED 1N PLAIN VIEW °- � � W � �
EQUALIZER/SUCTION FITTING: PENTAIR „ � � > � � �
DEGK (BY OTHERS) ���1�—��Oa (l-ETTERS AT LEAST 4 NIGH) � � � ; �- .��.
� � s
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
� RETURN INLETS AT 18" MIN. BELOW WATERI.fNE "WARNING Nt� LIFE GUARD �N DUTY — CHILDF�EN 14 a,'
cv �,, AND UNDER SHOULD NOT USE POQL WITHQUT
d- � o� » >r RESPQNSIBLE ADULT SUPERVISI(�N" �
o � }_3�} S�OPE � MAINDRAfN: HAYWARD 12 X12 ANTI—VORTEX � , �;.
,�� "� SP 1032 „ „ � �
FRAME AN� ANTI—Vt} T
NO DIVlNG
0
.,- r.. _ „ >, R EX PLATE �
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.�:. _ �, ',I
:: . ... ..
K. 3 4 GRAVEL BASE 6 MIN.
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: >; EXCHANGER 5fl PERSONS It� PO4L �
::
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�
{2) ANTI VORTEX DIAGRAMMATIC ARTIFICIA� RESUSCITATION DIRECTIQNS
MAI N D RAI N S AT PO4L �IGNT: �
4'—�" DEPTH
�
12' 22' 12' CHLORINATOR: RAINBOW MC3315 NpTE: °' o '
0
„ SAFETY ITEMS, REQU{RED SIG�JS, NEA�TN IS�UE�, �
4�J BACKWASN VALVE: 2 MULTIPORT VALVE °'
AND DRESSING R(�UM REQUIREMENT� THAT ARE ;
INDICATED ON THE Dl�AWINGS, OR IN THE �
FLOW MEfER: BLUE WNITE F-3030Q SpECIFICATiONS ARE Fc�R GENERAL GUIDANCE ONLY. v
A PCJQL �E�TIO�I NOTE: FLOW MEfERS SHALL BE LOCATED A THE P00� CONTRACT�R AN[� OR TNE �
SCA�E: 1/�-" = 1 '—a" M1N. OF 12° FROM A BEND IN PIPING. OtNNER/OPERATOR �}F TNE FACI�ITY SHALI� BE �'
� �
RESPONSIBLE FdR FURNISHING AND MAINTAINI�JG OF �
EC2UALIZER CQVERS: �2� AE3F 64 ANTI—VORTEX ALL ITEMS REQUIRED BY THE REGULATIC}NS FC7R THE U .a � ��
.�
DESIGN, CONSTRUCTIC7N, AND OPERATIDN OF PUBLIC �
GRAB RAIL PfASTER: CQORDINATE WITH OWNER SWIMMING PO�LS. � � .� � �
COPI�IG �
� POOL CC?NTRACTQR TO COORDINATE POOL WHE�1 G(?MMC?N—USE QR PUBLIC SWIMMING PO(��.5,
FfNISNES, TILE COLORS, AND
. � __________________ -------_----- _--_-- - DECK HOT TUBS, SPAS AND �IMILAR �A�ILITIES ARE �
,
, �EPTH MARKERS WITH OWNER PRC�I�IDED, TNEY SHAL� BE ACCESSIBLE. SWIMMING � � ��-
� w ;: PQOL. �HALL BE ACCESSiBLE BY NYDRAUL.IC CHAIR, o z
�;
� DISAB�EO ACCESS LiFf: {1) PRQ PO4L LIFf bv RAMP, TRAI�SFER TIER (�R aTHER MEANS. H�T TUBS
�
� � �: `:: 6" T(LE BAND AQUA CREEK PRODUCTS — 24V BATTERY, 22" AND SPr�S NEED BE ACCESSIBLE tJNLY TO THE EDGE
.
� �: WIDE X 45.8" DEEP X 35.5" NIGH. LIFT TO t�F TNE FACILITY. p�o;BGt sn��e �
:
�:
, � . .._..f � >... :. . .�
� ..,. .,, .:�.. BE 22 5" FROM EDGE Q� PO�JL/SPA.
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: LIFf NCNOR PR(?VIDEO BY POOL CO AGT ��� �
_ _; , ,: ;�� ��� �� __ nat�
, . y �
. .. Subj�c� to irespec�ion ancf Campfiance f� a1� A��EP
� 26 1 relevant Aclopter3 �ui��ing a�� �'�urricipal C�desm IPING MUST PASS A PRE 5U E 1�`���T��T����'�i P I s����
Chan�e�, in Plans �iUST be ap �re�e FOR 30 MIN, ��� �
P Q C�L. S ECTI C�N As rro��
��t� �~��` "��v __ .�
•�;.��� g � C���: �, „� �,,,, �� � ��� � ������€�� ��I�r���
� SCALE: 1�4"�1 '_�„ SAFEia�ilt Golc�ra�c�� � �� ... �-.
� ,_
�
�
�� __ . _ _ �
d dQ — 3,_6„
4 �_ dQ �.��.��■�
° ' -- -�------- 6„ 2,_6„ �,J
° WATER LINE _ 6" CONC. SUMP
;<;; d GAST IN PLACE
° Q _ �o
Q � ,_.._ SLOPE FLOOR OF
`- GRABRAIL WITN SUMP TO DRAIN
d DECK INSERT
�,�'��-\ � C° �° WALL PER Pl1�N
a 4 ( `'`�,� ESCUTCHEON PLATE � �
COh1C. SEALANT ��+
EYEBALL INLET ( ~ �, 2f EQUIR D SPER RAIL � �
1 1/2°' PIPE � � � t ) �
NQTE: "� ( �
INLET FI�ING TO BE OF THE AQJUSTAB�E RATE �F F�OW TYPE. ( /�
DIRECTIONAL F�OW INLETS MUST BE USED WfTH SKIMMER TYPE � ___ ,-�'� ��
PQOLS. WALL INLETS MUST NOT EkTEND FRaM THE WALL f`� � � BAC I'� WA�H S U M P P LAI� . � �
I
M�RE TNAN TWQ INGHES. � °° E SCALE: 1 f 2" - 1 '_{�„ � �
I �1 �ET DETAI � at POC� � ' '�''
. _ �� �
� � WATER LEVEL �
rs f » ' . ,�p' . !
SCALE. 1 - 1 -0 `� �� - � -�--- C�
: � �_ �.� � e� �
; � 1
r 1 :� d'. �—
� ` ;. , STEP INSERT (TYP.} � C�
� ::. .. .:: . : VA�VE TQ �i �
��,� a
TNICKENED i RESTRICT FLC?W t"„�
q.�� DECK AT ;;: :;:� a IF RATE EXCEEDS FLC�W METER �,
GRABRAIL � °Q c� CUT IN CONCRETE DRAINAGE *p���HARGE F�OW RATE �� ,�
''``' `- 15 1 2" WIDE X 6 1 4" REGULATI(JNS NOT T�} EXCEE� DRAINAGE �,,,,,.� �
�a��„ 15' 15f �,_6„ ';'::::<; a j „ l REGIJLATIONS • �--�
; :; � HIGH X 3 DEEP C�"j �
1NDIRECT BACKWASH �INE �
_ _ _ _ _ _ _ _ _ _ _ ;; 4 CUT HOLES IN POOL
2X PIPE DIA, AIR �
i',� a a cv WALLS BEFORE GONCRETE GAP OR 6" M4N. �
� � � �
' ' ' r SETS UP. SEE MANUFAC. �
`.,.;_>�
� � ( � ;::';:;! DETAI�. —GRATE
� t ' � :� ° ° d SLOPE FLOOR �„ �
� a
�JOTE: PER �1". TC? SUMP �'�
RECESSED STEPS ARE TO BE
� � '=' SLIP RESISTANT, HAVE A MINa. . � I'+IOT�: � �
� � P00� WAL� I � g" 23" TREAD OF 5" AN� BE ARRANGED •B�CKWA�H SUMP
❑ BY GENERAL CC7NTRACTOR �
� � I � TO DRAIN INTO THE P4Q� "' �
Q 't
N � i � �3
� I I RECESSED Pt�C�� STEPS SE�TI0 �1 �
� � D „ , „ VENT LINE �
NOTE: „
� I � ALL PIPE SHA�L SCALE. 1 =1 —� TO SANITARY SEWER a
� a`
BE SCHEDULE 4� PVC
to �
i ' ' �`�`°°`°�4" DRAIN W j P-TRAP
`n I ���"'°-°-- 2�" PVC P{PE (TYP.) ANa VENT LINE
� � � �
I_._ _ _ _ _ _ _ _ _ _ _ _ BA�KUVA�N S U M P D ETAI � ��, ��
� � " ��
. � ,� � SCALE: 1/2,x _ � ,_�„ $��gr,a� f�
1� PVC PIPE (TYP.) ��°��'' c. `�$°�
�,_�„ � 5� ` � ,� ,_6„ 4a �� �.� ��� ��,g��,
4 �.w�
� �� � &
b
�4 $
.� �� � �'`'�
{��; p k ����1
� 3„ PVC PIPE . .� ° �
PQQL RETURN ;��.�`�,�� ��
� 1��� '��
� �
P C�O L. R ETU R �I LAYO UT � ���EN� FRESH WATER SUPP�Y W/
1 PRESSURE GAUGE BACKFLt�W PREVENTER VALVE
SCA�E: 1/8" = 1 '-0„ � -CONNECT TQ RETURN LINES Wf �
AUTC? FILL SOLEN�IQ VALVES �
{�2 VACUUM GAUGE � � �
>- W �,
g
� � � �
� 3�� THERMOMETER FRC7M FRESH WATER SUPPLY o � � � � �
46 �'_ � .� � � �-
o � � � � �
4�� FLOW M ETE R � � � � � �
� 2' ��' � 2� NoT�: � EFFLUENT PRESSURE GAUGE � � �
AL� PIPE SHALL "
�_ _ _ _ _ _ _ _ _ _ BE SCHEDULE 40 PVC Z BALL VA�VE �
L
M MULTI-PORT VALVE � f�
CONNECT TO
0
, � C�C CNLORINATOR o r �
HEAT EXCNANGER � f�
3f o SKIMMER (TYP.)
� � ��� ,- PCP = POOL CIRCULATION PUMP € ��
� �„ �
PQC}L WALL.
I� Q NQTE: NOTE: 4 3� � �
I � PIPIN� DIAGRAM IS 3" RETURN v
� � ---� �, MAIN DRAINS AT PROVIDED TQ IDENTIFY � °
, ' �'-�" 4'-0" DEPTH EQUIPMENT AND R
�
� �
� '' � ACCESSORIES, TO REDUCED PRESSURE PRINCIPLE � 3" SKIMMER SUCTI��J �
� INDiCATE RELATIVE gP BAC�G FLOW PREVENTION VALVE PG� 2 3" MAIN DRAIN SUCTION �
� L � POSITIONS QN THE � �
+ ,- CIRCUI�TION LC7aP, SO�ENOID VALVE C�NNECTED TO �
� � ' 2" AND T� SNQW PIPE s
WATER LEVEL SENSOR. '� ~'
, ( � SIZES AND FLQW 2 � f 2" 1� � o
( DIRECTION. THE FINAL BACKWASM � Y `�
I � �
� , COI�FIGURRTION MUST �
� ' ' ° � � BE CQORQINATED WlTH FILTER
SITE CONDITIONS. NGTE: PIPING DIAGRAM IS PROVIDED TO
' , ' 2t�' 20' IDENTIFY EQUIPMENT AND ACCESSORIES,
TO INDICATE RELATIVE P�SITIONS �N THE m
' � ' CIRCULATION L�OP, AND TO SHQW PIPE _ �
� ,� SIZES AND FLQW DIRECTION. THE FINAL � �
� , 2 STILLING LINE
� �ONFIGURATION MUST BE �UORDINATED
F4R AUTOMATIC WITN SITE CONDITIONS.
� Z WATER �EVELING
Q i u..�.,.�.�,��_.� � , Project 5heet
� SYSTEM. TO EQUIP. �
� � � RO�M. ' NOTE: . . ���. .
� � SEE WATER ALL EXPOSED PIPING TO SE CLEARL�' MARKED TO � � oa�� ���1
;,� � LEVELER SCHEMATIC. INDIGATE FUNCTION AND DIRECTION. ALL VA�VES MUST BE MARKED TQ INDICATE USE. ��� �� ���� 11C16/2007
;� s�a�� ����
� ������Il� ��I�r�d� AS NOTED
�
POOL SlJCT10 �1 �AYOUT EQUIPMENT ROOM P �I� MBIN � S� NEMATIC � " Y �, . .
SCALE: 1 f 8" - 1 ,_a„ SGALE: 1 /2,>- 1 ,_Q„
NOTE: 4" HIGH BLACK NUMBERS NOTES:
12"(+—} GUNITE BQND Y2" EXPANSION JOINT W� ON FROSTPRO�F TILE DEPTH CONCRETE SHALL BE
BEAM T(J FINISN WATERPR�OF SEAIANT CONT. MARKERS. SPACED AT NO PNEUMATIGALLY APPLIED MORTAR DECK BY OTHERS
` FLUSN WITH COPING + g" �" MORE THAN 25 FT. INTERVA�S. (GUNITE) CLASSED AS GRADE "A" �'2" EXPANSIO�J JC71NT W/
BACK OF COPING � CQNGRETE SUBJECT TO THE WATERPR40F SEAIANT CONT.
� � `�. NOTE: PROVISIONS OF THE LOCAL C4DE
CONCRETE SLAB � � `i DECK CONTRACT�R T� AND ACI 5Q6-8-95 SHOT CRETE BY GENERAL CQNTRACTaR
N '-� � � �� Q��� INSTALL ALL DECK TILES SPECIFICATIQNS. GUNITE SNA�� SLOPE MIN. �"f FT,
WATER ' o���N� AT CORRESPONDING LOCATIONS. BE COMP�SED OF 8 1 f 2 SACKS AWAY FRQM PQOL
�F CEMENT, 30% PEA GRAVEL, �Q
,� : LEVEL POOL CONTRACTOR SHALL h
;- -- � PROVIDE ALL DECK DEPTN 70% SAND, 3 TO 5 �Z. OF AIR ° d° a �� `� � '��
------ -- ---- ---- --------
� f . � � MARKERS T� DECK CONTRACTUR. ENTRAINING GOMPOUND, 2 TO 5 dd . �---TI�E �
`— OZ. OF WATER REDUCWG
�`�''�' :' .' ` ° CONT. TILE STRIP �,
� .., � a ADMIXTURE, 10% WATER WITH 3 a ,� SHOTCRETE BC7ND BEAM T�7 �
°° (2}#4 CONT. Q 6" O.C. � TI LE D ETAI � TO 4" S�UMP AND 5,000 PSI ��'` ° (�F I COPINGSH WITH BACK �
° ` MIN. COMPRESSIVE S7RENGTH AT
� SCALE: 1 „- 1 ,_�„ ��
2 4 CONT. �•5" CLR, 28 DAYS. REINFORCING STEEL ° a: �" MIN, P�ASTER FiNISH
C �� — SHA�L B� DEFORMED BARS � � �
��p�� C4NFORMING TQ ASTM SPEC.
#� � ���� �•�• �}� A615—GRADE 40. LAP ALL BARS . � �
EA. WAY TYP. REINF. �4 STIRRUPS , � 4Q DIAMETERS MINIMUM. NaTE: �� �
@ 2Q" O.G. � -� CC?NCRETE SHA�� BE PLACED COPING STONES ARE TO BE Rc�UNDED AND HAVE A SLIP �
- RESISTANT SURFACE FI�IISH. THE OVERNANG (�F THE COPIf�G C�
�� ,t , 3 �i AGAINST UNDISTURBED NATURA� MUST BE A MIN. OF 1 " AND MUST NOT EXCEED 2". "�..�`` ► ��
4 8 Y TO � TNICK S01� OR AGAINST FILL �
PLASTER {1YP,} �� COPING COMPACTED TO 90� MIN. � ��
#3 g�� �, PRaGTQR DENSITY. GUNITE � P R ECA�T G 0 P I C� � � �,,t
E D G E B �AM S E CT) Q � TOP & BOTT. �� TI�E SKIMMER SNA�� BE DAMP CURED FOR A SCALE: 1 "=1 '-0" �� .""'r':�
� SCALE: � „=� ,—o„ �� THROAT PLACING. a POOL�SA SHALLrE E �"�'' �
a • �
,,;.-' � �OCATED 10 FT. M I N. CC� �`'
'f'�' � NORIZONTAL FROM OVERHEAD �..
,;>....,;
� EL.ECTRICAL WIRES. ALL PIPE
� ' � SHOW�J SHAL� BE PVC �
� � � SCHEDULE 40. PROVIDE 2" MIN. �
12"{+—) �UNITE BONC7 � ': °� � CLEARANCE QF REINFORGEMENT �+
BEAM Tt? FINISH � °' ' � �
.�.�., .,,...., „
FLU�H WITH `��:�>._..' FROM SC}IL IN WALL AND 2 3/4
GOPING + '�i; MIN. CLEARANCE IN SLABS. USE �"�
� BAGK OF COPING � �' -��LE AL� #4 BARS EXCEPT AS NOTED.
'� DURING THE APPLICATIC7N OF
DECK (BY OTHERS� � � p�N ;� P00� WALL THE SNOTCRETE THE AIR �
`� `� WATE� I.EVEL ' TEMPERATURE SHALL BE A �
MiNIMUM OF 35 DEGREES. AS �
Q AN ALTERNATE, THE TOP °�
., � � � � �
:: ::'�.;:a -------------------- --- --------- ----___--------- NORIZONTAL BARS IN THE EDGE �
t— <` `;:`� d � d NOTE: 6" 7��� BEAM MAY BE PLACEC} ON TOP � WATER �
:::::;�;. � � a COPING OF THE BENT VERTICAL BARS d Q � LEVEL °
.:.;:;
. :, SKIMMER SHALL BE ° � -- °�
� ' � MIN. INSTEAD OF BELOW THEM.
- a sa_. .'
� ----°------------ ----- -°----°--
° „ �- F�USH WITN DECK. � Q
a .a
�1 �'.'ad
�. 4 �.5 C�R. W � WATER LEVE�
— � d -il � I: a. n --�
.
d 1YP, ,� � �4 X 8" t� 2�" O.C. ' � � d . . �
.._.
> `° � " � 1- --- --- - ------- � (TYP.) a � ����
_
��) �4 CONT. Q . � � `� � ` ' °a � ���.�� R��
^..:
+� d
as
o-
. f— M a— G :� d Q . • . t] � ��`v ��a:"unoe�e �t��� .
�2 4 CONT. � � a z CONDUIT FROM 4 � ����$ ��� �. �,�$�
) � ° a - ° ° � ,� � --� ° POWER SUPPI.Y TO ° ' � �� ,�` �°��
�n o, 2— a.
� �,��
�. � � � ���
� ° . � � �- ° z w � `� �u�cTioN �aX �� ° � �, � �� �'��� : � �
� d d 4 lr�I\ N c- n ����s �4C/�
1, q� ��{�
� � $ �
_ �' a (3)#3 @ 8" O.C. ----- - ----.___.._ �� a�� ��
�
�. ----- ------------ °
'-� � 6 ° C� CIRCULAR �-���$'�
� ° � ° �,� ° 2>,� INLET FITfING 2 3 BARS ° LfGHT BOX �
#4 C� � Q { }�
� a °
10" O.C. � _ _ ' t� �, Q 2"� EQUALIZER LINE C� 10" O.C. ` „ TYP. WAL�
EACH WAY �" � SUCTION `
° ° ° a> PIPE TO F1�TER %``;:;;;; d NOTE: � tl a REINF.
�' ' � EQUA�IZER LINE SHALL NAVE NOTE: ALL BONDING AND
�
- - #3 NAIRPIN BAR AN A�1TI-VORTEX COVER, d� WIRING IS DONE BY TNE � �-
6" FREE DRAINING w � TOP ANQ BOl-f. � �
�� �, J g" „ 3 „ GENERAL ELECTRIC �ONTRACTOR ; � � � a �
Y2 TO � TNICK -� � � � � �.
GRADED GRAVEL �' TILE SKIMMER THR�AT NOTE: GE�IERA� ELECTRIC
UNDER P4(�L TYP, 4„ 8�, PLASTER (TYP.) g» ° � ° � � �-
� } �4 Q 1 0" O.C. E A C H W A Y CQNTRACTOR SHALL RUN ,Q � ° � � �
SECTION CQNDUIT FROM TNE LIGHT � � � � �- �
� P Q C� � UVA�L S E GT 1 � N NlCHES TQ RESPECTIVE � �
SCALE: 1 "—� '—a" S !� I M M E R D ETA I � �I G H T D ETA� L �1�1��TIQN B4XES. �
� � SCALE. 1 „=1 ,_�„ � SCA�E: 1 "=1 ,_G" �
�
`
� ''",�f�%
� �
�
�
� �
MAIN ORAINS SHALL BE � �
6" TI�E PLASTEREQ F�USN ,� ,�i�
WATER LI N E 12"X 12" GRATES WITH EDGE OF GRATE.
� NOTE: DECK SURFACE AND FRAMES
� BLETWEEND28AANDM36T �� � } ANCHORING�S�CREWS "�'
� BY OTHERS °'
INCHES ABOVE THE CflPING THIGKEN �LAB FOR Nt�TE: � �
ti AND STEP TREADS. RAIL ANCHOR (6" MIN.) REFER TO P�AN ��IN DRAIN SUMP SEE LEVELC7R INSTRUCTIaN x
CASED N CONGRETE �
ADDITIONAL MANUAL FQR INSTALATION �
'�' INSTRUCTIONS. �
PLASTER �4 BARS
L�vE�aa �
� � �cv � FINI5NED PQO� FLOQR �AROU�NDL �
— — -- — — — — -- d�. Q a 4 �.. � _ SLOPED TO DRAINS M��N EQUIPMENT ROOM FLOOR LEVE� h �
� q . . ? :-,� � . DRAIN p � �
�" :.... � f7') ^ p . A' � � f�(_.� �E��QI� Y �'�°fA
ACCENT TI�E (IYP.) �. !`_:: � Q ° z • .� � . � �
AT STAIR TREADS �% � ° a� ����`-`'� � � ° °� � —�— b }� OPERATING WATER �EVEL U �
�, r 6 M1N. FREE DRAINiNG
� `� ° :`�."' w � � � � � ° �� �RADED GRAVEL PER 2" STILLING LINE
� ,4 � � D e � A a GEOTECHNICAL ENGINEERS - z
i� � i � `ti� ` � tn II D A � � �
// RECC?MMENDATIQN � OPERATING WATER LEVEL T
;f, ° °° "' �\�\\:�,; _", o °° � \, m ,z
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: /\�' / / / / f / /\/`/\/ `/ / /`/f / /\/\/ / /.
� r E��H �AY \��\\���/���\��\\��\��\\�\�/\\��\�\\/�� �\�\��\\�\\` \�/\�/\`�/\\�\��\�/ 5 ^ � Project Sheet
;.. ,...;: \
„ � �. .::.. %\/\�\��` \/\/�j�j\���\�� /�r \`\/\/\/\`\/\�
-.`�_S H qTC R ET E W f ',�'�/.�'�i`��\,�\r,/��\�/��\���\���\���\���\,��\��\ �'�/ �/\�/\�/\'�/\�/\�/��� Q �---..„.:.....�..-�-..m.���...,-���.�
/ \\/\� \\ \� \\ �\,` 4 � +������� �
f / / /� //�� �//i,�fi.�/r.,�/ NOTE. INSTALL HYDROSTATIC MA1N DRAIN Q�t� ��Q�.
3 TREAaS FINISH PLASTER ���\�/\�/��%
�4 � � �rf �.G' AT 1 �2" EACN � '_2" 6„ MlN. FREE DRAINiNG RELIEF VA�VE WNEN �IEEDED. a d ��� �� ���� 1lflb/2007
EACN WAY GRADED GRAVEL PER PVC MAIN DRAIN PIPE S�p��
GEOTECHNICA� ENGINEERS TO MECHANIGAL ROOM. _ ��—�
STEP SECTI�I� (�t POOL RECOMMENDATf�N MAI � DRAI � DETAI � SEE PLAN FOR SIZE. ����b���� �������� ASNOTED
WATER �.EUELER S�HEMA �C
� sca�E: �j2°, — � ,_o�r L SCALE: � „_ � ,_Q„ O SCALE: � „� � >_o,>
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
§
_ T(} 100 AMP� 3—POLE
CIRCUI7 BRE'AKER IN �I�ILAING
SUB--DiSTRIBUTI4N PAhiEL �SDP"
f 208 VAC, 3�s, 4W, 35,Q0(} KA1G, 60+OA
�� �ra nrr��rc�t� �u�u��r�c
1J��l��1��,V � � �" �J��.�.�.a��141�,.,r 1�.� �1 �L.r 1�.L l.�t1�I V.L.V C?NE--L1tJE DfAGRAM � -
�s P�. � nuu. ar�r�� u�
FU�D AND �iSTALLF3? BY'TF� O'ItIERS
INf�,tJDIHG Tt� FEE'6ER TO ?HE PAF�i..
RANEL
1. CODES; 7. MISG£LLANEOUa ANC7 GEtJERAI. �-R
A�.L iNQRK SHALL �4MRl.Y WITH THE IATEST EDITIGttd 4F THE NATlONAI. A. TNE E�.ECTRIGAI.. QRAWtNGS ARE NOT TO BE USEQ FOR R4QM DIMENSt4NS TOGG�E SWITCHES
ELECTRMCAL GC}DE .�NEG�, AI..L STATE ANC� LO�Ai. BllILDING GQd�S, ALL AN[} .E�}UlPMENT PLAC�MENT. REh�RENCE 7NE APPROPRfATE AF�CHiTECTURAL, , �
,4[)ORTED ORQINANCES, ANC} ALL REQUIREMEI�ITS 4F" THE UT1UiY GOMPANY. STRUCTURAt� OR MECHANICAL PLANS, DRAWINGS 4R SCHEMATIC, VERIFY AI_L
Lt7CA710NS WITH ENGlNEER BEF�RE iNSTALUNG Ct�NDU1T, EQUIPMENT, ETC. �
2. RACEiM1tAY
A. tND�ORr B. IT IS THE R�SPONSlB1Lt7Y' OF TNE CQNTRACTQR TO FAMIUARIZE HIMSEt_F' 1NITN ��Q �
(1�EMT {Et��TRICAI.. METALLIC TUBING} THE INSTAC..LATION AND TQ ENSURE �T i5 PROPER FQR ANY GIVEN SITUATlflN � p��� u�� ����,� �� �
WHICN M�Y VARY FROM THE DEi`AlLS OR THE DRAWlNGS. COM'RACTOR� ARE 2
(2} IMG {iN1ERMEDIATE METALUC CC}NDUIT} ADllISED TQ GOMPLCTEl,Y SUaVEY TH� VYQRK AREA TC? ID�NTtFY ANY UPGOMING ��
�. our�ovR. �Raet.��s. � �
�-�� s�� uc� �oow � ,�,
{1�ABfJVE GRt}UND; GRC {�ALVANiZED RtGIQ CONQUCT} C. CQORDINATE MQUNTING HEiGHT OF ALL EkTER14R LIGHTiNG FIXTURES WITH . ,r...i
ARCHtTECTURAL EI_EVATIQN DRAW(NGS. r—�I �
(,�}UNDERGRQUND. RIGID RVC (SCHEDULE 4A} �R GRC WITH COATIN� �� `�.��
�HALL BE USEQ. PVC JACKETED RlG1D STEEL GaNDU1T SHALL BE D. ELECTRICAL CONTRAGTOR SHALt. ARRANGE FflR ALL fNSPEGTI(7NS WHEN THEY � � CC�
USEI� 4N VERTICAL RUNS �'RQM UNDERGRQUND TO ABUVE GROUND. BECOME DUE, AN� SFIALI. NC?T GQVEf� ANY WORK UNTIL APPROVE� BY THE �-� �—!
CNSPECTI4N AUTHQRITY.
C. FLE?�IBt�: LIQUIt}FIGHT F1�7C18LE METAl� G4NDU4T SHALL BE USED IN ALL .� � � �
APP�lGATIUNS WHERE Ff�XIBILtTY 1S REQUIRED. F1E7CiB�E METAL. G�NDUli' Eb ANY AND ALI. FEES ASSOCIAiED WI7N TNE E�EGTRICAL WORK It�C�UDING 2 � � �
IS NC?T AGCEP?ABLE UNLES� IT la A PART OF A PRE--WIRED �Y�TEM. CQhIS7RUCTION AND INSPECTIQNS SNAl.L 8E PAiQ FQR BY THE � ��
FLEXIBLE NQNMEtAWG CONDUlT SNAI.i.. NOT BE USE[?� REFER T4 NEC Et..ECTRICAL CONTF�ACT4R IN 4RDER TQ DEUVER AND CQMPt..ETE TF#E
3�1 FQR MINIMU�t GUIDEUN�S. FINtSHED BUfLC?tNG, READY FOR OGCUPANGY AND 1QU� USAGE. C�
G�CI �
D. C4NI7UCT RUNS INSIDE 8UlLDING SHALI. BE C�NCEf�D WHERE POS�18t.,E. F, ANY COSTS L1UE TO THE iAGK OF COOPERAT10t� AM{�NG TRADES SHAL.L BE 5 P.O.C?L WAT�� . , �� ` '�
_. �GOtV�U1T BEl�C1VY `FI:p�JR StAB SFIAL:L tBE INSTAC.I.ED WITHIN _{�R 'BEk�aW SLAB _THE RESP�tN51B1L11Y C3F T�-iE Cf3NTRA+CTOR. . _: _ _
ANI} INSTA�I.ED PRI(�R �'0 P£�UR. RUNS T0 8E AS �'TRA�GHT A„fi PQS�1�1.� � C(3MRt?L J--BfJX L!FVEL SEN�OR r—•-� �
FROM POINT t?F 4UTl.ET T4 I'01NT QF QUTI.ET. G. REFER 70 THE tATE�T ARCHITECTURAL DRAWINGS F4R EXACT` WALL ��CATI4NS, 4 (12"Wx12"Hx6"d) 120V, 1�d ' � �,�„'
DIMENSl4NS, AND GONFIGURATIONS; D40R SWINGS FOR SWfTCH- �OCATIQN, P��� �,Q�� ��
E. �I1RNlS�# 1/2" CQNDUIT �QR �t_L 7EMPERATURE SENSC}RS FRQM SENSaR REFtECTED CEt[.ING PLANS FOR UGNT FIXTURE �4CATt(}NS. HEATER CONTRUI.
Ta APPROPt21ATE MECHANICAL EQIIfPMENT. PRQVIDE 4" SQUARE BC3}�
AT 48" AFF. H. E�ECTRICA� CONTRAGTOR SHA�L FIELD VERIFY A�C_ ELECTRICAL E4UIPMENT UNIT PAh1EL � Z �
LQAI}S PRIE?R TQ ROUGN--1N ANQ SHALt_ NQ11�FY THE ENGINEER IF ANY �c�r r,►ia v�To� � 3 (�
F. SUPP{}RT`11�� QEVlCES; � DtSCR�PANGIES EXlST. �►me uwr��uac ax�nEC�r� �
wvc�a�wrt�ati�u.. x� � �s
{i)CHANNE� AND ANGLE SUPPQftT SY.�TEMS, HANGERS, ANCH4f�S, Faa sr���ro�
PR{OR BRACKETS, �ABRICA7ED l7EM�, AND F�#STENER� SHAL,L PRC1V![lE {. ELEG7RlCAL CtJNTRACTQR SHAI.I. NQTiFY THE ENGINEER OF ANY ALTERATIQNS �0�` 2P 2P 2P 2P �'
�ECt1aE SUPPQi�T FEtC?Ni THE"BUIL:t)ING STRk�CTURE FOR �EL`.�CTRIGAL .REQUIRED �BY TFIE QWNER, ARCHtfiECT, flR �IE1..[) CC�h1i�t17C)NS. . . � �C�
C4MPQNENTS. AL.L SUPR�FtTS SNALL G(JNFQRM TC?SEIS(V11G Zt�NE �'� � � 1 �
REQUIREMENTS OF TNE LQCAL AUTHQRI�Y HAVING �URISD(CTit7N. UGHT J. A�L. EQUIPM�M' StiA{1. BE NEW ANp SHALL HAVE APPROPR#ATE UNDERiNRITERS �.r 3
FIXTURES SFiA�I. BE SURPQRTED (N A�CQR�ANCE WITF{ UB� Vt}L. II! LABt}RAT4R#ES �UL.} CABEL AND SHA�L CC?NF(7RM TO THE tATEST 1NDtJSTRY � = PCP #1 '
SEC.25.213 AND NEC �Qt�. SFANDARDS. O.t. t�.L. (}.L., O.L. STAR'TER
�
�
�
(2�MIATERfAL: ALL �iEEI., PE�QTEC7EL? FR4M C�f2R4SIQN VrIITH ZINC CaA11NG K. ELECTRICAL CONTRACTOR SHALL MAINTAIN ALI. WaRKING CLEARANCES FOR 1 �
(GALVANIZED} C}R TREATM�NT t�F E4UlYALENT CQRRQSlON--RESISTANT ALL ELEGTRICAL EQUIPMENT PER NEC REQUIREMENTS. EMERGENGY SPRING EMERGENCY �s
AETERNA7`fVE FINISH. STCJP W4UND STQP
1.. AT TNE COMPLET`!QN f3F WQRK, THE El�CTRICAL CONTRACFOR SHALL PRQVI[3E PUSH�UTTON TiMER PUSHBUT3'4N �
G, FlRESTf?PPING: APPL�Y TO CAB�E AN[� RACEWAY PENETRATIONS C}F' FtRE—RATED CQMPLETE, ACCURATE, lY'PED PANEtBOARD DIRECTQRIES. �oCpTEO ,�T �HE O.L. � �
FLOt�R ANQ W,�Lt� ASS�M�L:IES; PEf2Ft}RM �lRESi'4Pt�IN� T+D°•REESTA��lSH THE . , �rnY��ro��t� � . 2 3 2 � . v
ORIGINAL F1RE—RE�ISTAt�GE RATIN� QF THE ASSEMBLY AT THE PENETRATION. M, A�lY DEVIATiQN FR�OM PLANS WITNQUT PRIt�R APPROVAI., OF THE ARCHITECTf �otx. RooA� 7� sHUT �
ENGINEER SHALI.. BE GAUSE FQR REJECI'14N QF MATERIALS AN� 4R METHt}DS � �a�� �
Fi. 1NSCAll. RAGE,WAY� LEVEL ANQ SQUARE AND!- AT PRpPER ��EVAi1t3NS. PRt}YIDE ANQ ANY CflSTS INCURRED TQ CQRRECT SUCH Dk�fIA714N T4 E SATISFAGTI4N ''� � � �' (FCP #1� ° m
AUEQUATE NEADROOM. US� TEMPC�RARY �LC�SURES TO PREVENfi FE}RElGN 0!F 1HE ARCHITECT/ENGINEER SHALL BE THE CONTRACTQR 5 RESPt>NSIBtLITY. Ci
SPA SPA SPA SF'A PC74L
MATfER FRt?M ENTERING RACEWAY. KEEP RAGEWAYS AT LE�ST 6 INCHES ITYDRO CIRCl1L.ATING HYDRQ CfRCUTATlNG � CtRCULATItJN �
AWAY F�tOM PARA!_t_EL RUNS QF FLUES AND HQT 1NATER PIPES. INSTALL N. C�ST T4 1NSTAA�.LL TEMPQRARY PG1WER AND 1.IGkiTING PER t?SHA STANDARQS PUMP #3 PUMP #2 PUMP #5 PUMP' #4 PUMP #1 �
� H(3RIZONTAL RACEWAY RUNS ABOYE WATER RIPING, AND TEMP4RARY PaWER TO CONSfiRUC110N TRA�LER SHALI. BE INCLUDEt} 1hl 34.8A, 5HP B.SA� 1 HP 3t?.8A, 5NP $,8�A, 1 HP 9 4A, 2NP �'
E�ECTRICAt_ CQNTRAGTOR'S BtD. � Z
1. M I N I M U M C Q N D U t? S I Z E. 3 j 4'" B E L 4 W G R A D E, 1 f 2" A B G I V E G R A D E 2t?8 f 230V, 1 vs 208 f 230Y, 1� 2Q�j23C1V, 1 s� 2Qi�j230V, 1 s� �48 j23�}V� 1+� ,�� � � ���,���'� �,
: 0. AL.t_ QIMENSIONS ARE FRQM FINISHED FLOt7R dR FACE (}F STUD TO GENTER , ��, �� � ���,���`. �
�. WIRE-(5Q .TQ £�(? VQL7�� .�F�DEViGE -UNLESS-4THERWISE .N4TED. „`� ��
. A!_L WIRE SHAI.� Gt7MPLY WI?N TNE �`t?LLt}WING REQUIREMENTS. � �I.��C�F�IC:AL �N�--�LIN� T}IA�F�AM � '
_ �-� ��
P. REFER T4 MECHAN{CAL. DRAWINGS FOR LC}CATION OF THERM{�STATS AN� „ � �� e �
NOT—TO--SCALE � � � m
A. INSULATIQN RATING: OTHER SPECIAL EQUIPMENT 4R CONTR{�L�. ELEGTRICAL, CC}NTRAGTOR IS E'2 -�• ��� �
`� VQLTAGE: 6t�Q VC}LTS RESPaNSIBLE �4R INSTALLATION OF ALL CQNDUITS, JUP(CTION BOXES, 1NlRlNG, �
�2�TEMPERATURE: 94'C {THHN QR TNWN� AND DISCONNECT SWITCHES ANa THERMUSTAT JUNGTIQN 80XES< �����',�j � '�`��.�{�~ �
��Al. �
B. STRANDED C4PPER 1+YlTE# QNE E?fCEPTION: �
SQLId WIRE (SI2ES #12 AND #10) MAY BE USED Ft7R (7UTLETS AND LIGHTING. CC�ND�.TIT 8c WI�E S�HEI}tJLE � �
c. �r�Nrt�uM siz�: �' �
. 1, :PGIWER V�tlRING -- ,.�,12 AW�G CQNDUlT CONDUiT C4�IDUCT4RS 1N EACH Gt}NDUIT �
�2��t7NTRQl. 1NIRING — #14 AWG RUN CtJMMENTS r»
QTY. SIZE QTY. SIZE GROUND -p
D. WiRING INST"ALLATION
(1)ALL FEEDERS. BRANCH CiRCU1TS AND VOLTAGE DROP REQUIREMENTS � 1 1 j2" 2 #10 AVYG �14 AWG -- � �.
SHALL Ct7NFOFtM TC?NEC 2'f0-'fi9(a)AND 21�-2, �,,.
(2) AL�.WIRENG SNALL BE 1NSTALL.ED IN AN APPR4VED RAGEWAY SYSTEM � 1 1 f 2'� 2 �1 tl AWG #10 AWG — � � � �
IN ACCORL��ANCE�1(ITH NEC ANQ k.C?CAL C'�F�DINANCES. � v,� � � � � � —1
4. ENC�QSURES 3�� 1 3f4" 2 #� AWG �10 AWG i Ht3T, 1 COMM4N WIRES � � 8 � � �
4 '1 3fA� 8 �10 AWG #1�? AWG 4 H4T, 4 COMM�N WlR�.S �° � � u �
A. F O R �'1'A R T E R S, I}I S G t}N N E C T S A N Q P A N E L B C}A R D�: ° � � ' �
�� �Npooa. �E�� � SEQUENCE OF �7F'ERATION � � � � � � _
2�QUTD�OR: NEMA 3R 1. ACTIYATI4N OF POWER Ta THE P40L C(�NTR(7L PANEL SHALL B. RELAYS (PPR1) 5HAi1 DE—ACTtVATE AND SHUT � � 1 f 2' 2 �12 AWG �12 AWG i H4T, 1 C4MMON W1RES c�► � �
AIJ�'4MATICALLY QPERAfiE THE FfJ110WING EQUIPMENI': D(�WN THE POOL CIRGUl.ATION PUMPS {PCP �1) � —�
B. CQNTR(7L PANELS {FULI. PtANC} HINGED): �"'� �
�t INDOC?R: NEMA 1 A. RELAYS �PPR1}� SNALL ACTIVATE THE Pt?OL '�..",..,� 1 2" 4 #1 AWG �2 AWG OVERSIZED C4NEN:1tT-AND GROUND WIRE �'
2�UUTQ04R: NEMA �R CIRCUt..AT1QPl PtlMPS (PCP �1) T4 RUN CONTlNUDUSLY `�
UN11L 7HE PaYVER TO THE P4C}L GONTROL. PANEL !S SHUT OFF C?R -�
C. CONTROL �TATtQNS: THE EM�RGENGY SHUT—�FF SWlTCH (ESS) !S ACTlVATED. �
(1}INt?�OR AND OUTR�QR: NEMA 4 C►ILTCGHT
ro
C
p
D. REFER T4� NEC IN AREAS WHERE GERTAIN CON[�171QNS MtlST 8E MET. a
� f
E. M4l1NTENG HEIGHTS POt3L GQNIROL PANE� � : , .
1 M4l�NT TOP QF' PA�IEL.S AN[? SWITCNES 66" AFF. �=
2 Mt?UNT TC}P OF RECERTACt_E BQXE� 15" AFF U{?N
3 OUTLEf MOUNTlNG HEIGHTS �'QR RECEPTACLE�, SWlTCNES, SYSTEM
INITfATING DEVICES, AND INDICATING qEVICES SHALL CQMPLY WITH
REQUtREi�ENTS C?F TNE AMERtC�1NS WITN QISA81LiT1ES ACT(A[)A} -�
„ c�
5. GRQUNDING: pp �, °
A. Et�EGTRICAL SERVlCE AND BUILdING GRQUNDlNG SHftt�l. BE INSTA[.LED PER POOL �
TNE NEG AS SHQWN IN TNE C4�NTRACT DRAWINGS AND �PECIFICATIQNS. �4 VDC PUMP �
. B, ftLL'MET'ALl:1� STRUCTURES, �A�fiA1�UC ENCLC}SURES, AN� "El,:ECTRICAl. TRANSFORMEF� . ` , ` .
EQU[PMENT SHAt_I.. BE PERMANEMIY AN� EFFECTIVEI.Y GRQUNDE� AND p�Mp � 1 L1 i'M 10L 1 T1 P40L. C1R�ULA71{�N �,
GRt3UND CONNEGTIt?NS SHA�L BE MAQE TU THE BUIl�ING GRQUND. SIZE � E,,,, _ � .�2p ��� P H A S�-" �� PUMR {PCP #1) �
GR�UNp WIRE PER NEC 250. '� � � � JET1 1�L 1T2 EAGH PUINP~ 1S RATED AT 2 NP, 208f23�V, 51NGLE PHASE :
� � � � Si PHASE-�---�► � � �
&_ WfRING DEVICES AND GOMPONENTS: � �c Y °° � 7C2 .�� � � �,
A. �1'ARTERS AND CQNTACTQRS: TO BE NEMA QR IEC RATED {N(� GENERAL m m � JET2 � �a `�
PURPOSE�. JEf'1 JEC2 aFF 2(�8/230V� 1s� L1 L2 � � �
e. ,a�� ��v�LS s� s� Q� GoR��� eus co�s�rRUC�r�c��. —+ fus�ete �� SEQUENCE 0�' tJPERATIt�N
. C. AE..t: R�CEPTAGLE� ANQ SWiTGHES �SHAL'L 'BE �QMMERCIAI: GRADE �WITH �20A TERMENAL. 8L4CK = . , . .
RATING. 1. PUMP MOT(}R �HALL 4PERAlE AS F'41�[.C1WS: � �
"� 1 N
[3. ALL RECEPTAGl.E AND SW#TCH COVERS SF1AL� BE WNITE AND STANDARD ¢ 120V "HAN[�" = MC}T(}R SHAtl RUN Ct�NT1NUGt�7Sl.Y. _ �
L`�MMERCIA� GRADE. > �� �FF "t7F�" = Mt�TOR SHALL SHUT DOWN A�11? t�C1T RUN ° � �°
�n ��'1� HAND AU1't� PPR �� 1QL "At1TC}" = Mt}T4R SHAI.L RUN C4MTINU4USLY AGC4FtDING TQ "�
E. EQUlPMENT STARTERS ANQ REIATEt? Ct�NTRQL, AND WIRIhIG SHALL BE SlJPPl.IEI� '' � "PPR" CONTACT GLt�SURE,
ANI� It�STAL.LED BY THE El,.EGTRIGAL CONTRACT4R. C?VERL4AD HEATERS �HAt1. N N L14X PRR = PO(}L F'UMP RELAY �C?CATEQ IN P�QL GONTROL. PANEL
BE INSTAi�[� IN AGGQRDANCE WITH NAMEPLATE I3ATA t3N EQUIPMENT. (PPR1 pR RPR2} ��Q���t sn��t
STARTERS SHALl. 8E INSTALLED AS 01RECTEQ 8Y THE PC}0� CONTRACT�R. SYSTEM POWER �QNNECTlCEN LOW P4WER (24V) CCINNECTICINS �
,w, �--��m
_
, F. �ALL L?ISCfl�lNEC�' �SW{TC1iE� ��MAi��. �8E �HEAVY-[}UTY WiTH DUAL ELEMENi' T1ME X�0 ������ � �Qt� ` 1J�
s°HOw�a��AS�REC"�u�R��°-ro AT HNLt?AD CONDIT�NS. �"�'� ���'� T° B'� � 4 PLT�P �CJN�`R(JL PA�TEL WIRII�+1� �t�NI�+TECTIC�N� � `���'IGAL ELEMENTI�.RY I�I,AGRA� I'�T{�.�. POOL 1�UMP .� ������oo�
� sca�: ��rs E_1 scA�: rv-rs ��Q�} �"�� �� ���� �
E�t �L.r" �
s��,��
- AS NOTEI}
�������1� ����r�t��
1�tltIG121d �tlN411��f1a� �iS�t10111�1 Nt/A� C13�t1CIC?�1d
,
w � . �,. `
PRQDUCED BY AN AUTODESK EDUCATIaNAL PRODUCT
INSTALI�ATIC}N NOTES: � ��a
1. EQUIPMEM' SUPPLIED BY Pat?L Ct}NTRACT(?R AiVD tNSTAt�LED BY ELEGTRICAL . _ . • PANE[. �P SCNF�,ULE , . • .
CflNTRACTQR SHALL iNCLUCIE THE Ft?IlOWING: #�OUN1#NG METHHOD: SU(�ACE V4LT5: 2i�8/12i} BUS RAT1N�: 140 A�P
A. Pf}OL GaNTR4L PANEL (M�DEL #F.X 820 C�MPOQL) ENq.t}SURE: NE�tA 1 �#A�: 3 #�NN ��EAKQ�: �iLO
a. SPRING WOUNQ TiMER (SWT) .
� 1 f G. EMERGENGY ST'tJP PUSNBUTT(JN (ESS) ,� AE�., LpppS NEED t:(lC)E� L.OAD Brkr t PNASE Br�Cr L4AD A!L l.OADS N'EED C�E� �,
T� � � � � � � T��� �� � � � � �� �� � � � � � ��" I � � T� � l� � � o. Pao� uc�rrs
E. PQ4L WATER �EVEL SENSOR DESt�tlP'Tit�+t VA �ize A B C Size YA D1=St�IP110N
�. WAQER WATER �L SENSOR 20 1 i�5IX} *
� � � 1 �� E_ �� �� � T �� �� � � � � �� � � V �� � �� T� t � � � �. ALL METAL PARTS IN SWIMMING POQ� AND WADER P40L ARFAS ANd EQUIR�IENT *� �� �
R�OM SHAI_L 8E GR4UND BONQELl WITH �8 SC?L!D BARE CQPPER iNCLUDiNG BUT �� � �,�
N4T LIMITED 'TQ ALL PUMPS, 'H�4TERS, POOL `AND WADER� U�HTS, LALIDERS,� F�AND . , . LL
� RAILS, ANQ REBAR. PER REQUIRMENTS {3F NEC 68Q-24 AN[} 680--41 {F} & �G}. � 2 �` �
� � �� � ��� E_ �,.J' � � �...J 1 � �� t � � �� � � E� � , � � � �1 � E� � �� �. 3. SWIMMING POOL AND SPA POOC. LiGHTS ARE EACN 54aW 120 VAC 1—PHASE. �� � < � * ,�*� �
�
:; . !�M ;,,
. t 3200 *
4. ELECTRICAl. �4NTRAGTOR SHALL FIELQ 1JERIFY LC3(;ATlt?N aF SVItIMMING PQOL ** 4 �pp � �C �
� � V � �� � � T�� �� � � V � �/ � � f 1 �� � ���Y � �� �� �� � � �� �� T�.�.� AND 68G1 4�1(c}.UGHT 70GGLE SWITCHES PER REQUIREMENTS E?F NEC 68Q-6(�} 9{�} *
�r.�
5. ALL CONfiACTORS WITH 124V CO(LS AND STARTERS WITFI 120V C�llS SHAi_L � � �
BE SUPRLIED AN� INSTALLED BY' ELECTRIGAL CONTRACT4R. � ,�
6. ELECTRICA�.CfJNTRACT4R SHALf.. FfELD VERIFY L4CATl4N OF pOQ� AND_SPA ' � � -
WATER �� SENSORS WITH Pt3C3t CONTRACTOR. L.INE V�L7AGE SHALL BE � �� �
PROI/I�ED BY ELECTRICAl. GUNTRACT4R. LOVII UDLTAGE CONTRt3L WlRtNG SHALL. ° -
8E RROVIDED BY THE Pt34L CONTRACT�R. 1 LIGHIING i,2t1Q ' 1.25 1,5ft0 :: TO A: YA ' � � -
2 REC. T4 10.00Q VA 36(} 1 360 TO PH VA � �
7. PO4L AND SPA LiGNT FIXTURES SHALL BE iNSTALLED RER REQUIREMENTS OF 21 f2EC. OVFR 10>Oq0 VA 0 0,5 Q T F�1
NEG 68Q-2{� FlJR UNDERINATER LtGHT1NG FIXTURES. 3 �tOTOR 12�1IX? 1 12,1 � ��
3.1 l�4��EST MUTOR 6.400 1.25 8.U00 3 CONNECTED: V
#�. B4NDING 4F AL� PQOL AND SPA Et2UIPMENT AND �(7NSTRUCTIQN SNALL BE 4 HEAIER 5�00 1 5t)0 3 CODE DEMANQ: VA " �y "'�"
I N S T A L L E D P E R R E Q U I R E M E N T S O F N E C 6$0—2 2 A N D 6 8 t�—4 1�e). 5 KITCHEN 0 1 � Pef Ca� Dem�d: A�1 5 �•••/ .�
_< 9w 1A�MERE C4NNECTING C4NDUCTORS TO M4TOR TERMINAi,.S, USE LIQUIDTIGNT 6 t�IS{�LL�NEt1�tS 700 1� 70U , . �,..,� �
GQNDUlT (3' MAXIMUM} FROM THE RIGiD CONDUIT T� TNE M4Tt3R J--Bt��. � � � h�,"�`�., . :
1(?. ELECI`RICA� GQNTRA�TOR SHA�I_ F1ELD VERIFY LCICATI4N OF TIMER AND PANE� SCHEDULE NOTES: �• -
EMERGENCY STOP PUSH8UT1'QN PEI� REQUIREMEM'S QF NEC 68Q--38. 1, }���#= ����UIT BREAKER LOCK--(?UT C►EVIGE REQUlRED.
1'I. E�.EGTRICAL. C1�NTRACT�R SHALL PERF�RM A�L FiNA,L Pt?WER AND CONTROL �� � ,..� �
1NlRING TERMINATIQNS AT POQL C4NTROL PANE�, CONTROL J--�OX, PCP STAR3ER,
2. ** GFCI CIRGU[T BREAKER REQUIREQ. (�
EMERGENGY STOP PUSHBUTi`ON, T1MER, AND WATER LE�/EL SENSORS A5 REQUIRED � ����� �►
F4R PROP�R NaRMAf.. ANa EMERGENCY SHUTDOWN OPERATION OF At1. PUMPS. �
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