HomeMy WebLinkAboutLEGACY POOLS DRAWING SETGENERAL REQUIREMENTS AND GUIDELINES FOR THIS PROJECT:
THE CONTRACT DOCUMENTS CONSIST OF THE DRAWINGS AND SPECIRCATIONS
ON THE DR4WINGS. THE INTENT OF THE CONTRACT DOCUMENTS IS TO
INCLUDE ITEMS NECESSARY FOR THE PROPER EXECUTION OF THE WORK.
THE CONTROLLING CODE FOR ALL WORK UNDER THESE DRAWINGS SHALL BE
THE INTERNATIONAL BUILDING CODE 2014 WITH INDIANA AMENDMENTS, ALL IN
THEIR CURRENT ADDITIONS.
Indiana Adopted Codes for Ruilding Construction
ln cffect llecember 1, 2014
2014 Indinnn Buildine Code Adoption by Reference: 2012 International
Building Code First Printing plus' Indiana Amendments, effective December
is�zoia.
2009 indinnn Electrical Code Adoption by Refereuce: 2008 National
THE CONTROLLWG DOCUMENT FOR ALL WORK UNDER THESE DRAWINGS Clcclric Code First Printing plus Indiana Amendments, effective Augu5t 26,
SHALL BE THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, Z009.
AIA (AMERICAN INSTITUTE OF ARCHITECTS) DOCUMENT A201, CURRENT
EDITION. AGREEMENT BY ANY PARTY TO WORK UNDER THIS CONTROLLING
DOCUMENT SHALL COMMENCE WITH THE START OF ANY WORK DESCRIBED 2014 Indiana Fuel Gas Code Adoption by Reference: 2012 International
WITHIN THESE DOCUMENTS. Fud Code Firs[ Prin[ing plus Indiana Ameudmen[s, e�ec[ive Decembcx I s[
2014.
THE ARCHITECT SHALL FILE FOR STATE PLAN REVIEW AND PROVIDE A RELEASE
FOR USE IN OBTAINING LOCAL PERMITS. THE GENERAL CONTRACTOR SHALL 2014 Indiana Mechanical Code Adop[ion by Reference: 2012 Intc�nalional
FlLE DRAWINGS OR OTHER MATERIALS FOR PERMIT APPLICATION AT THE Mechanical Code Firs[ Prin[ine plus Indiana Amendments, effec[ivc
LOCAL LEVEL AND SECURE ALL NECESSARY BUILDING PERMITS. SUB- necember Is[ 2014.
CONTRACTORS TO THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING THEIR OWN LOCAL PERMITS.
PRIOR TO COMMENCING ACTIVITIES, EACH CONTRACTOR AND MATERIAL
SUPPLIER SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT
DOCUMENTS AND BECOME FULLY AWARE OF THE REQUIREMENTS. EACH
CONTRACTOR AND MATERIAL SUPPLIER SHALL TAKE FIELD MEASUREMENTS
AND VERIFY FIELD CONDITIONS AND SHALL CAREFULLY COMPARE SUCH
MEASUREMENTS AND CONDITIONS WITH THE CONTRACT DOCUMENTS.
2012 Indiana Plumbin¢ Codc Adoption by Rcfcrcncc: 2006 In[cmalional
Plumbing Code Second Printing pLus the Indinnn Amendmen[s, effectivc
December 24, 2012.
2005 Indiana Rcsidcniial Code Adoption by Reference: 2003 Intemational
RcsidcnTial Codc Fifth Printing plus' Indiana Amendinents, effective
Scpicmbcr 1 I, 2005.
W THE EVENT OF WCONSISTENCIES WITHIN OR BETWEEN THE CONTRACT
DOCUMENTS, EACH CONTRACTOR OR MATERIAL SUPPLIER SHALL PROVIDE THE Z014 Indiana Fire Code Adop[ion by Reference: 2012 Intema[ional Fire
BETTER QUALITY OR GREATER QUANTITY OF THE WORK, AND SHALL COMPLY L�de First Printing plus Indiana Amendments, effective December Ist 2014.
WITH THE STRICTER REQUIREMENT. INCONSISTENCIES DISCOVERED SHALL BE
IMMEDIATELY REPORTED TO THE ARCHITECT IN WRITING.
NO PLEAS OF IGNORANCE RESULTING FROM FAILURE TO EXAMINE THE
REQUIREMENTS OF THE CONTRACT DOCUMENTS OR THE CONDITIONS UNDER
WHICH THE WORK IS TO BE PERFORMED WILL BE ACCEPTED AS AN EXCUSE
FOR FAILURE OR OMISSION ON THE PART OF EACH CONTRACTOR AND
MATERIAL SUPPLIER TO FULFILL IN EVERY RESPECT ALL REQUIREMENTS OF
THE CONTRACT DOCUMENTS.
VERIFY THAT SURFACES TO RECEIVE MATERIALS ARE IN A CONDITION TO
ACCOMMODATE INSTALLATION. IMMEDIATELY REPORT TO THE ARCHITECT ANY
DISCREPANCIES OR ERRORS WHICH WOULD RESULT IN POOR APPLICATION OR
CAUSE LATENT DEFECTS IN WORKMANSHIP. IF A CONTRACTOR OR SUB-
CONTRACTOR PROCEEDS WITH INSTALLATION OF MATERIALS OVER ANOTHER
CONTRACTOR'S WORK, IT SHALL BE ASSUMED THAT THE CONTRACTOR OR SUB-
CONTRACTOR ACCEPTS THE WORK TO RECEIVE HIS MATERIAL.
ALL LABOR, CONSTRUCTION MATERIALS, PROVIDED AND INSTALLED TO
COMPLETE THE WORK OF THESE CONTRACT DOCUMENTS SHALL BE EXECUTED
IN COMPLETE COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL CODES,
PRACTICES OR OftDINANCES AND WITHIN THE CONSTRAINTS OF THE HIGHEST
ACCEPTABLE CONSTRUCTION PRACTICES.
UPON COMPLETION OF THE PROJECT, OBTAIN ALL FINAL INSPECTIONS AS
REQUIRED BY THE LOCAL JURISDICTIONS AND FURNISH OWNER WITH
EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY, IF
ISSUED BY THE JURISDICTION.
THE GENERAL CONTRACTOR SHALL PROVIDE REASONABLE SUPERVISION AND
COORDINATION OF ALL SUB-CONTRACTORS WORK INCLUDING WORK
PERFORMED BY OTHERS SUCH AS SUPPLIERS OF OWNER-SUPPLIED ITEMS.
UPON COMPLETION OF PROJECT, PROVIDE OWNER WITH ALL INSTRUCTION
MANUALS, WARRANTIES OR OTHER DOCUMENTS REQUIRED FOR THE PROPER
OPERATION OR MAINTENANCE OF ANY PART OF THE CONTRACTOR'S WORK.
THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION
AND SECURITY MEANS FOR HIS WORK UNTIL TURNED OVER TO THE OWNER. IF
THE PROJECT AREA IS TO BE USED BY EMPLOYEES OR THE PUBLIC DURING
CONSTRUCTION, FULLY PROTECT THE CONSTRUCTION SITE, CONSTRUCT
BARRIERS AND FENCING, AND PROVIDE APPROPRIATE SIGNAGE TO PROTECT
THESEPERSONS.
THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN MINIMUM GENERAL
LIABILITV INSURANCE. THE FRANCHISEE, FRANCHISER, AND THE ARCHITECTS
SHALL BE HELD HARMLESS AGAINST ALL GENER4L LIABILITY CLAIMS THAT MAY
RESULT AS A PART OF THIS PROJECT.
2010 Indiana Enerev Conservation Code Adop[ion by Reference: 2007
Hdition ASHRAE 90.1 plus Indiana Amendments, effective May 6, 2010.
A Co�nplctc lis� of all codcv and othcr rulcs' adoplcd by thc Pirc Psvcnlion & Buildina
Sefeiy Commission of lhe Slete of Indiana along wilh PDF versions o( the Indianu
Ameudments ceu be found aC
hu r.E�.e�c��� iii uo�-Ah.i2490 h�m
BUILDINGS AND POOLS FOR:
TH E LEGACY AM EN ITY AREA
HAMILTON COUNTY, INDIANA
INDEX OF DRAWINGS OF THIS SET:
COVER SHEET, GENERAL PROJECT GUIDELINES, SHEET
INDEX
OVERALL SITE PLAN 1.1 SITE PLAN, SITE PLAN BY OTHERS FOR
INFORMATION PURPOSES; GATE DETAILS AND REQUIREMENTS
A1.1 FLOOR PLAN; ROOF FRAMING PLAN
A1.2 FOUNDATION PLAN; WOOD ROOF TRUSS SPECIFICATIONS
AND INSTALLATION REQUIREMENTS
A1.3 RESTROOM DETAIL PLANS; RESTROOM INTERIOR
ELEVATIONS; TRANSFER SHOWER DETAILS
A1.4 SHELTER FLOOR PLAN; SHELTER ROOF FRAMING PLAN
A2.1 POOL HOUSE ELEVATIONS; SHELTER ELEVATIONS
A3.1 TRANSVERSE BUILDING SECTION
A3.2 TRANSVERSE BUILDING SECTION
A3.3 SHELTER TRANSVERSE SECTION; SHELTER DETAILS;
DOMESTIC WATER DISTRIBUTION SPECIFICATIONS;
ELECTRICAL GROUNDING DIAGRAM AND GROUNDING
REQUIREMENTS
A4.1 MISCELLANEOUS POOL HOUSE DETAILS
A4.2 MISCELLANEOUS POOL HOUSE DETAILS
A5.1 CONCRETE SPECIFICATIONS; ROUGH FRAMING
SPECIFICATIONS; ADA ACCESSIBILITY REQUIREMENTS; ADA
DIMENSIONS CHART
A5.2 ADA DIAGRAMS AND REQUIREMENTS
E1.1 ELECTRIC LIGHTING PLAN; RISER DIAGRAM; ELECTRIC
SPECIFICATIONS
P1.1 PLUMBING PLAN; PLUMBING ISOMETRIC; PLUMBING
SPECIFICATIONS
POOL DRAWINGS:
POOL 1.1 MAIN POOL PLAN; POOL SPECIFICATIONS
POOL 1.2 MAIN POOL PIPING SCHEMATIC; POOL EQUIPMENT;
POOLDATA
I1�Z�I��i�1:7_V 6��/ ���dJ_�I � �Z�Z�I���3�[�7� 6�
POOL 2.2 ELECTRICAL EQUIPOTENTIAL BONDING
IF THE GENERAL CONTRACTOR DISCOVERS CONDITIONS THAT ARE NOT
SUBSTANTIALLY LIKE THE ARCHITECT'S DRAWINGS, THE ARCHITECT OR
ENGINEER SHALL BE IMMEDIATELY NOTIFIED.
THIS NOTIFICATION RELATES TO ALL PARTS OF THIS PROJECT, INCLUDING BUT
NOT LIMITED TO DISCOVERED SOIL CONDITIONS, INAPPROPRIATE OR NON-
SPECIFIED PRODUCTS DELIVERED AND/OR INSTALLED ON SITE, OR ANY
QUESTION REGARDING POSSIBLE VIOLATION OF CODES OR ORDINANCE
STANDARDS.
PROCEEDING WITH THE WORK SHALL CONSTITUTE ACCEPTANCE BY THE
GENERAL CONTRACTOR OF THE EXISTING CONDITIONS, AND THAT THE
PROJECT CAN BE BUILT STRUCTURALLY SOUND AND MEETING LOCAL CODES.
oPa; �
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
r
�un��\i lo•rvalM.T�
oarE: 04/14/20
A R C H I T E C T
GORDON CLARK ARCHITECT AIA
4820 Buttonwood Crescen[ ■
Indianapolis, Indiana 46228 ■
Phone: 3'17 255-2546 ■
Fax: 317 252-5573 ■
GCIark4820@aol.com ■
DRAWING COMPLETION DATE:
MAY 22, 2019
POOL 3.1 POOL WALL DETAILS
POOL 3.2 POOL WALL DETAILS
POOL 3.3 MISCELLANEOUS DETAILS
POOL 4.1 MAIN POOL COPING AND MAIN DRAIN DETAILS;
PUMPING SCHEMATIC; POOL EQUIPMENT AND DATA
WADING POOL 1.1 WADING POOL PIPING SCHEMATIC; WADING
POOL TRANSVERSE SECTION; WADING POOL DATA AND
EQUIPMENT
WADING POOL 2.1 WADING POOL COPING AND MAIN DRAIN
DETAILS; PUMPING SCHEMATIC; WADING POOL EQUIPMENT AND
DATA
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16,2019
POOL AND POOL DECK PLAN � G
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e AR00032537 e
STATE OF
I�XERALL
ITE PLA�
1.1
RELEA5E0 FOR CONSTRIICTI�N
Su6jec��o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
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�un��\i lo•rvalM.�� .
oarE: 04/14/20
SWIMMING POOL REQUIREMENTS AND
SPECIFICATIONS:
SCOPE OF WORK:
A. Provide all labor, material, tools, and equipment necessary for
swimming pool, circulations pumps, pool filter syslems, chemical
treatment, piping and finishes.
B. Include cost and securing of all permits required by all governmental
agencies and submittals to regulatory bodies, induding state and local
agencies.
STEEL REINFORCING:
A. Pool steel reinforcement shall be the responsibility of the Pool
Contractor, following plans prepared by a registered engineer or
architect.
QUALIN ASSURANCE:
A. Pool Contractor shall pertorm all work in compliance with the
requirements of the following agencies:
20081ndiana Building Code QBC)
20061ndiana Adminislralive Code (675-Article 12)
2003 Indiana A717.1 Accessibility Code QCC A117.1)
1991 Americans With Disabilities Act Architectural Guidelines
(ADAAG)
2011 Indiana Swimming Pool, Spa, and Water Attractions (Third
Edition)
Local Health and Building Regulations
OSHA
POOL CONSTRUCTION:
A. Construction shall be Concrete as specified by the American Concrete
Institute on the floor.
B. Walls shall be 304 or 316 stainless steel, 16 gauge. Back brace and
backfill shictly according [o drawings and specifications.
C. Final curing of concrete shall achieve a crush-strength of not less than
4,500 psi.
D. The walls of the pool are to be vertical and slope no greater than
eleven (11) degrees from plumb.
SEQUENCING AND SCHEDULING:
A. The General Contractor and the Pool Contractor shall coordinate any
required pipe sleeves, conduits and building wall penetrations.
PIPE AND FITTING MATERIALS:
A. The swimming pool filter system piping shall be design pressure
Schedule 40 PVC, Rigid, Type 1 Grade 1, ANSI/ASTM D1785. Joints
shall be solvenUweld socket types as recommended by the pipe
manufacturer, fittings shall be PVC, normal impact Type 1,
ANSIIASTM D2466, wi[h solvent-weld socke[ ends for Schedule 40
pipe.
POOL SYSTEM SPECIALTIES:
A. Main drain suction line shall be plumbed lo lwo (2) separale main drain
grates. Drains shall fully comply with VGB anti-vorlex requirements.
B. Skimmers shall be of PVC construction with two (2) 2" port threaded
outlets.
C. Retums shall be evenly spaced, maximum 15 feet apart, as shown on
drawings and in accordance with the latest guidelines put forth by the
state or local health departments.
A. Flow meters shall be used in accordance with the latest guidelines put
forih by ihe state or local health departments.
PIPE INSTALLATION:
A. Use fttings for all changes in direction, changes in size, and all branch
connections.
B. When possible,locate groups ofpipes parallelto each other,spaced to
permit servicing of valves.
C. Install flow meter in accordance with the latest guidelines put forth by
the state or local health departments.
D. Pipes should be hung using pipe hangers when in proximity to the
pump room ceiling and under braced supports when in proximity to the
pump room floor.
E. Hydrostatically test the pool under 30 psi of air at least 24 hours prior
to covering any piping with a maximum drop of two (2) pounds.
Pressure shall remain on all lines while any covering of piping is taking
place.
POOL SURFACE FINISH:
A. Apply epoxy paint.
TILE:
A. Depth Markers:
No less than 4" height, permanently colored, and in con[rast to their
background.
Place at one foot depth-change increments.
Place within 18" of edge of pool and positioned to be read while
standing on the deck facing the water.
"NO DIVING" and depth indicator tiles shall be in accordance with the
latest codes and guidelines put forth by the state and/or local heaRh
departments. See Quality Assurance section of these Specifications
for latest codes and regulations.
COPING:
A. Coping shall meet all codes and standards of state andlor local health
depariments.
DECK APPLIANCES:
A. Install stainless steel handrails at the pool step entry/exit as shown on
drawings.
B. One three (3) step stainless steel ladder shall be placed at the deep
end of the pool as shown on drawings.
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
r
�un��\i lo•rvalM.�� .
A. All escutcheon plates shall be free of marring and defects.
MAINTENANCE ACCESSORIES:
A. One (1) 1%" 35 foot long vacuum hose with wall adapter.
B. One 18 "vacuum cleaner head.
C. One (1) telescoping pole with locking nut.
D. One (1) 12" algae brush.
E. One (1) dip net.
F. One (1) DPD test kit.
SAFETY EQUIPMENT:
A. One (1) 24" U.S. Coast Guard approved life buoy with a minimum 30
foot throw-line.
B. One (1) solid non-adjustable pole with life hook.
C. One (1) spine board with straps.
D. One (1) 24-unit first aid kit with disposable gloves.
SLIP-RESISTANCE:
A. Decks, ramps, and similar surtaces including step treads, coping, and
depih markers shall be slip-resisting. The roughness or irregularity of
such surtaces shall not cause injury or provide an abrasion during
normal use.
DECK ELECTRICAL LIGHTING REQUIREMENTS:
A. Artificial lighting shall be provide in pool area if this pool will be used
during periods of darkness.
B. Lighting shall be suffcient to make a six (6") inch black disc, placed on
a white background clearly visible from the side of ihe pool when the
disk is placed on the floor of the pool when filled with water.
FENCE AND GATE:
A. A minimum six foot high fence, wall, or building shall be provided
around pool deck. Slats shall be a maximum of 4" apart.
B. Gate: Each gate shall swing out and be self-dosing, self-latching and
lockable. Latches shall be a minimum of 54" above deck floor.
Release mechanism shall be on pool side of gate.
C. Gates shall be four feet (4'-0") wide.
FILLING OF POOL:
A. Pool Contrector shall coordinate timing of fll with the General
Contractor and/or Owner to assure conshuction is complete.
B. Do not fill the pool until the filter system is ready to be placed in
operation.
INSTRUCTIONS AND TR4INING:
A. Pool Contrector shall coordinate the instruction of the operation of the
pool and its appliances to all interested parties on a selected normal
workday.
B. Provide to the Owner all manuals and written instructions on the pool
appliances.
CONSULTATION REQUIREMENTS:
A. Architect/Pool Designer shall be immediately contac[ed in the event of a
discrepancy or contradiction in drawings and specifications.
B. If [he Pool Contractor encounters unexpected conditions, such as rock
ledges, trash fill, or major ground water conditions, the Architect shall be
immediately consulted.
C. If the Pool Contractor has code questions or needs clarificatioq the
Architect shall be immediately consulted.
D. Without notification with the Architect, it shall be assumed by all parties
that work is proceeding according to the Pool Contractor's expectations.
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TEMBER i6, 201
,.� fDWARp'C,,.
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b e No. �
> AR00032537 e
STATE OF
�'t'D I pNP
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OOL
1.1
oarE: 04/14/20
SCALE: 1/4" = 1'-0"
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
�un��\i lo•rvalM.�� .
oarE: 04/14/20
POOL DATA - MAIN POOL LEGACY AMENITY AREA
POOLSURFACEAREA: 1950SQUAREFEET
DECK + pOOL SURFACE AREA: 11,000 SQUARE FEET
(INCLUDES WADING
POOL)
NET DECK AREA: 8,810 SQUARE FEET
POOL VOLUME IN CUBIC FEET: 7,800 CUBIC FEET
POOL VOLUME IN GALLONS: 58,500 GALLONS
TURNOVER RATE AND GPM: SIX (6) HOURS = 167
GPM MINIMUM @ 60 FT.
OF HEAD
FILTER MODEL AND SIZE: SAND FILTER TR-100 BY
PENTAIR
FILTERAREAAND FLOW R4TE: 4.91 SF
74 GPM/SQ FT.
PUMP MODEL: PENTAIR WHISPERFLO
2 HP MODEL XFE-8
DELIVERS 170 GPM @
50 FT OF HEAD
OCCUPANT LOAD: 39 PERSONS - POOL
587 PERSONS - DECK
TOTALOCCUPANTLOAD: 631PERSONSTOTAL
(INCLUDES WADING
POOL)
GATES (EXITS) REQUIRED: THREE EXITS
REQUIRED
POOL CLASS: CLASS C
LEGACY AMENITY AREA MAIN POOL - EQUIPMENT TO BE
FURNISHED AND/OR INSTALLED BY POOL CONTRACTOR:
ONE (1) TRITON II PENTAIR SAND FILTER-TR-100
ONE (1) 2 HP PUMP FOR 6 HOUR TURNOVER WHISPERFLO BY
PENTAIR XF-8, 2 HP
ONE RHEEM M266 HEATER. NATURAL GAS, 266,000 BTUH
ONE CHLORINE FEEDER (PENTAIR)
ONE (1) FLOW METER
FOUR (4) SURFACE SKIMMERS BY HAYWARD (SP1092)
NINE (9) RETURN INLETS
TWO (2) 500-WATT UNDERWATER POOL LIGHT
WITH NICHE AND JUNCTION BOX
TWO (2) STAINLESS STEEL HANDRAILS FOR STEPS
ONE (1) RLL SPOUT
TWO (2) 12"x12" VGB GRATES AND SUMP DRAINS
ONE (1) VACUUM FITTING AND VACUUM LWE
ONE HOSE BIBB WITHIN 50 FEET
ONE (1) 12-FOOT-LONG SOLID POLE WITH LIFE HOOK
ONE (1) LIFE RING WITH THROW ROPE IN ACCESSIBLE LOCATION
ONE (1) DIP NET IN ACCESSIBLE LOCATION
ONE (1) 16-FOOT-LONG TELESCOPING POLE IN ACCESSIBLE
LOCATION
ONE (1) WALL BRUSH
ONE (1) DPD TEST KIT
ONE (1) SPWE BOARD WITH STRAPS IN ACCESSIBLE LOCATION
ONE (1) 24 UNIT FIRST AID KIT IN ACCESSIBLE LOCATION
ONE (1) TELEPHONE BY BUILDING CONTRACTOR IN ACCESSIBLE
LOCATION
��URN � 1"RETURN
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MAIN DRAIN I Z.�
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RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
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I � TRANSVERSE SECTION A-A
SCALE: 1/2" = 1'-O"
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HANDRAIL
SEE PLAN FOR NUMBER AND LOCATION
POOL COPING
SEE POOL EDGE DETAIL
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USING 2" TILE AT ALL TREAD NOSINGS
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