HomeMy WebLinkAboutB06-0280 Pool & Spa Plans(;;A , N)
RAN E L SO N
BUILDING MOUNT41N RESORT COMMUNITIES
TO: SAFEbuilt Inc. Colorado
ATTN: John Plano
RE: Plan Review Comments for:
BUILDING PERMIT #:
INTERNAL REFERENCE #
REVISION #:
PROJECT #
OWNERS NAME:
SITE ADDRESS:
SUBDIVISION:
Mr. Plano,
B06 -0280
8774
10
20713
Lunar Vail
442 S. Frontage Rd
Mountain View
51 Eagle Road #2
P O Drawer 5400
Avon, Colorado 81620
t. 970.949.5152
f. 970.949.5379
www.ranelson.com
e
SAFFbuiil Colorado
I am writing to address the plan review comments RA Nelson received regarding the delayed
submittal for the swimming pool and hot tub. I will address your comments in order.
1) Please provide an analysis of the hazardous materials used or stored in the Pool /Spa Equipment Room, the
Acid Feed Room and Chlorine Feed Room. Indicate the classification of each material to Table
307.7(1)/(2).
Response: The use of each of the rooms in question has changed since the Owner has opted to upgrade to a
self contained automatic salt feed chlorine generating system. The upgraded system eliminated the need for a
chlorine storage tank, and the only added material is table salt. I have attached a copy of the change order to
the pool Subcontractor showing the purchase of the upgraded system. Each room will now only house one
thirty -five (35) gallon storage /feed tank for muriatic acid. The tank allocated for the pool will contain a
100% muriatic acid solution, and the tank allocated for the hot tub will contain a 50150 dilution of muriatic
acid and water. In reviewing Table 307.7(1)(2) the maximum allowable quantity of a corrosive material is
500 liquid gallons for both storage and use - closed systems and 100 liquid gallons is allowed for use -open
systems. The specified thirty -five gallon tank does not exceed the code limits for the corrosive classification.
I have also attached an MSDS sheet for your review.
2) The drawings are indicating mechanical to exhaust vent acid and chlorine rooms separately. Engineer
stamped drawings will be required for the venting.
Response: Please see the attached Architectural Supplemental Information showing two separate exhaust
systems.
A
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3) It appears these two rooms are control areas? These rooms are not shown on the original drawings. Control
areas are limited based on IBC 414.2, the amount of materials, number of control areas, where in the
building, etc ... Please provide an analysis to verify compliance.
Response: Yes, per IFC these two rooms are control areas.
a) § 414.2.1: We will separate the rooms using our W20 one -hour wall type (3 -518" metal studs w/ 5/8"
gypboard on each side), as drawn. A required one -hour separation is required per table 414.2.2
b) § 414.2.2 Per Table 414.2.2 a total of three control areas are permissible for a floor area located one
level below grade, we have two. The thirty -five gallon tanks do not exceed 375 gallons ( 75% of the
maximum allowable quantity). This project does not have more than the sixteen allowed control
areas.
c) § 414.2.3: One hour wall construction meets the requirements for this Type `U' area. The Concrete
slab on grade exceeds the required two hour minimum for supporting floors.
d) § 414.2.4: Not applicable as these areas are not in the Group `M' or Group `S'.
This comment and response from the design team is from the original plan review
Provide a hazardous material list for pool equipment room and the generator. Indicate the classification of 11
each material to Table 307.7(1)/(2) and indicate if it is under the exempt amounts.
Deferred submittal at the time of the pool package the building owner will provide a letter verifying that
hazardous materials will not be stored in excess of amounts outlined in table 307.7 1 & 2.
Response: The muriatic acid is classified as a corrosive, and per the above response we are under the
maximum allowable amounts. The generator is no longer contained within the garage and has been moved
outside per ASI 27. The generator has a self contained fuel bladder. The attached letter from Lunar Vail,
LLC addresses the storage of muriatic acid within the allowable quantities.
If you have any questions regarding our response, please do not hesitate to conatact me directly.
Sincerely,
Rob Parrish
Assistant Project Manager
Vail Mountain View at Gore Creek
970.748.7684 Office
970.476.0416 Fax
970.471.0360 Cell
rparrish @ranelson.com
R-A. Nelson Assocjafes. i
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DESCRIPTION
OF CHANGE:
P a d d; t i o! ` ;; �' (,, () I) C - �'
Exhiho
Exhibit
"D" sCi Secti,.;') It 1 R St.ib -parac „ rapjl, 4 0f
Item
Description
(10f)(31
W�)x 1 6 x 38 �-c tarquia,
Clutdwl Pool -af) 111
plans dated 5,2;08i -1 1411 1- r P,1 PL Sheets
Amount
1002
file LaiD Lane %v end wait fargets
0000
Ozone •y5lein <—
00004
Chlorine Generator system <--
a2,400 ()o
00005
Automated C"IeMical Controller (()RP
00
00006
Thermal Cover for Lap Pool w/ Cninnnerctal
00007
Pool Cove Storage Reel
Handicap Manual EZ-L ift w / Anchor , '
$5.400 00
00008
Outdoor Spa = 8 'y , 8'Squate. 42” depth
$4.600.00
00009
(Per PL Sheets 1 00 %CD Plans dated 5/2108)
Ozone System <—
$2.10000
000
Chlorine Generator Systen, <—
$58,200.00
$2,20000
00011
Automated Chemical Ccntroller iORP;pH) <--
$4,70000
$5.40000
Subtotal:
$206,200.00
Tota
$206,200.00
R-A. Nelson Assocjafes. i
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N '�It 1r1ne L', a"l" —ot sfy 4tiIhotized ;'3ohcontrfi�t 1.9 00;," oC.
y Eerr?ertT C,I'k8:'aCJE Ji,tf.t
a18 milt P3GG?itT'aC•t ACPYPE:FTi f?r;t SUP', Prf,tr to hlt: iubcoi) tract f.r' r *V titl
Y'!F v - 1•4tr,.: .;ft'r f:r11 f�i ?8i1gf: �`P e
- dr vi'fi5
lit3COntrIct Agreent -r?t 0111 Will be IncreaSe,-t k9.Qiti3 €Sf}
The New Stlbcnntract Agreement Sure Including This :Subcont €ae t ' 206 200,00 0
The Subcontract Agreemetit . f if12e Will NOT BE CHANGE -D �greetr)ell! Change Order �
y 2 15 :,QQ 0e, Acceptance of the terms and Conditions � �--
onditions of
below C+?nStitle4es €!)lP and final se this Subcontract Change Order by the SUbcOntractor s signature and 4tlefl - terrt of all costs
agrees to waive all rights to matte any further claim arising t out of. so of re�ul tra this change Except as
(Modified by this Subcontract Change Order, all teT� and C onditions of the Subcontract A`reelrna 1tlrronEractor
Unchanged and in full force and effect.
g enjain
ACCEPTED:
Colorado Pool¢c p g l
`1 I11E " 1I
By:
r,
P�Itar,jlaq Foote
Date:
DISTRIBUTION OF CHANGE:
Cost Code Description
Gunnite Hot T Ut�
Cost Code
Gunnile Hui Tut;
013 -311,)
Gunnite Hot Tub
0133110
Gunnite Hof T�.tt,
01-3-31 1(1
013 -3110
hml
Subtotal of Cost c ije
Pool
013-3210
Pool
013 -3210
Pool
013 -3210
P ool
013-3210
Pool
013 - 3210
Pool
013 32 to
013-3210
Subtotal of Cost Code
R.A. Nelsoij & Associates
L / Jeff uynlire
Date:
Total Distributed Value:
5206 200 01-
Distributed Value
S5.40ia 00
.S2.20000
$4,700 00
$58.200.00
5'0,500.00
rL, 100 0(i
5113.400 00
$5,400.00
$2 500 00
S5 :300 0;)
S4 600 00
52.400 00
$ 135 700 00
i
R.A. Netson Associates, irac.
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MOUNTAIN VIEW ENGINEERING BY: JOBS 06067
BELFAY FILE 06067MI
VAIL, CO ENGINEERING ENG.'EO By KJS
281 WEST 9TH AVE, CHECKED By
DENVER, CO 80204 KJS
(303) 892-5980
REFERS TO M2.18 FAX: 892-5979 THIS DOCUMENT INCLUSIVE OF THE
belfoy@belfay corn IDEAS INCORPORATED HEREIN IS THE
PR OERTY BELPAY ENGINEERING
S HEET I OF I DE SCRIPTION: POOL EQUIP. ROOM ASI 179 ANY P U SE Of T OF HS DOCUMENT OR lf)Ei�
09/24/08 WITHOUT THE WRITTEN CONSENT OF
I SELFAY ENGINEERING IS PROHIBITED.
Thatcher Company Material Safety Data Sheet
Thatcher Company Material Safety Data Sheet
Product: Hydrochloric Acid, (20 %Baum)
MSDS Date: February 28, 2000
Emergency Contact: 1 -800- 424 -9300
SECTION I
PRODUCT NAME: Hydrochloric Acid, (20° Baume)
SYNONYMS: Muriatic Acid
DOT SHIPPING INFORMATION: Hydrochloric Acid Solution
8, UN 1789, PG I1
Pagel of 3
CHEMICAL NAME: Hydrochloric acid
CHEMICAL FAMILY: Inorganic acids
SECTION II - HAZARDOUS INGREDIENTS
This material contains no ingredients which are known by Thatcher Company to be hazardous unless listed below.
H MAT ERIAL II CAS NUMBER
acid 11 7647 -01 -0
W/W % EXPOS LIM I N A IR
31.45 T LV = 5 ppm (7 mghn3)(ACGI1i
The specific identity of some ingredients may be withheld for confidential business purposes. However, all known
potential health effects from exposure to these ingredients are being addressed.
Hydrochloric acid is subject to the reporting requirements of EPCRA Section 313 (40 CFR Part 372)
SECTION III - PHYSICAL DATA
BOILING POINT (F): 182 SPECIFIC GRAVITY: 1.16
VAPOR PRESSURE (mm Hg): Unknown % VOLATILE, BY VOLUME: 100%
VAPOR DENSITY (air =1): 1.268 EVAPORATION RATE: Similar to water
SOLUBILITY IN WATER: Complete APPEARANCE AND ODOR: Clear, colorless to slightly yellow liquid with
a pungent odor.
FLASH POINT: Nonflammable SECTION IV - FIRE AND EXPLOSION DATA
FLAMMABLE LIMITS:
Lel: N/A Uel: N/A
EXTINGUISHING MEDIA:
Water spray, dry chemicals, foam or carbon dioxide.
SPECIAL FIRE- FIGHTING PROCEDURES:
When heated, hydrochloric acid releases hydrogen chloride gas. Use a self - contained respirator if heating
occurs.
UNUSUAL FIRE- FIGHTING AND EXPLOSION HAZARDS:
Hydrochloric acid reacts with steel and many common metals to produce hydrogen gas, which is highly
flammable and a fire and explosion hazard.
STABILITY: Stable SECTION V - REACTIVITY DATA
I ' tt P ://www. conelyco.cOM/Pool-Spa/acid.htm
9/24/2008
Thatcher Company Material Safety Data Sheet
Page 2 of 3
HAZARDOUS POLYMERIZATION: Will not occur.
CONDITIONS OR MATERIALS TO AVOID:
Avoid contact with metals and sulfides. Contact with metals produces flammable or explosive hydrogen.
Contact with metals releases poisonous hydrogen sulfide gas. Avoid contact with bases or any other
chemicals.
HAZARDOUS DECOMPOSITION PRODUCTS:
Hydrochloric acid is stable; however, highly corrosive hydrogen chloride gas and hydrochloric acid vapor is
released at above boiling temperatures.
CARCINOGENIC LISTING: SECTION VI - HEALTH HAZARD DATA
NTP: No ingredients listed in this section.
IARC MONOGRAPHS: No ingredients listed in this section.
OSHA 29 CFR 1910: No ingredients listed in this section.
ENTRY ROUTES & EFFECTS OF OVEREXPOSURE:
Contact: Can cause severe bungs to eyes, skin and mucous membranes.
Inhalation: Vapor can cause severe irritation or bunts to respiratory tract.
Ingestion: Can cause severe burns to the gastrointestinal system, which could result in death.
STATEMENT OF PRACTICAL TREATMENT:
Contact: Immediately flush exposed area thoroughly with water for at least 15 minutes while
removing contaminated clothing and shoes. Consult a physician. For eyes, flush with large
amounts of cool water for at least 15 minutes. Get medical attention immediately.
Inhalation: Remove to fresh air. If not breathing, begin artificial respiration. If breathing is difficult, give
oxygen. Get medical attention immediately.
Ingestion: If swallowed, do not induce vomiting. Give several glasses of water or milk. If vomiting
occurs spontaneously, keep airway clear. Get medical attention immediately.
SECTION VII - SPECIAL PRECAUTIONS
HANDLING AND STORAGE PRECAUTIONS:
Keep container tightly closed. Store in a cool, dry area protected from corrosion, Store away from other
chemicals such as oxidizing agents, bases or metals.
STEPS TO BE TAKEN IF MATERIAL SPILLS OR LEAKS:
Evacuate area. Wear proper safety gear. For small spills, neutralize with soda ash and, if permitted, flush to
sewer with large amounts of water. For larger spills, dike the liquid and recover as much as possible into
polyethylene drums. Neutralize residue with soda ash and flush to sewer with large amounts of water, if
permitted. Comply with applicable goverment regulations.
WASTE DISPOSAL METHOD:
htt p ://www. conelyco.cOnl/Pool-Spa/acid.htin
9/24/2008
Thatcher Company Material Safety Data Sheet
Page 3 of 3
Hydrochloric acid is an EPA hazardous waste due to corrosivity and must be disposed of by an EPA approved
hazardous waste facility. Comply with all local, state and federal regulations.
SECTION VII - SPECIAL PROTECTION INFORMATION
RESPIRATORY PROTECTION:
Self- contained organic respirator should be available.
VENTILATION:
Use ventilation to maintain TLV below 5 ppm.
EYE PROTECTION:
Full face shield, chemical goggles.
SKIN PROTECTION:
Acid suit, rubber boots, impervious gloves.
OTHER PROTECTIVE EQUIPMENT:
As needed to avoid all bodily contact and breathing of vapor
ACGIH = American Conference of Government Industrial Hygienist
CL =Ceiling Level
IARC = International Agency for Research on Cancer: Monographs
OSHA = Occupational Safety and Health Administration
N/A = Not Applicable
NTP = National Toxicology Program: Annual Report on Carcinogens
PEL = Permissible Exposure Level (OSHA)
TLV = Threshold Limit Value (ACGIH)
TWA = Time Weighted Average over 8 Hours
STEL = Short Tenn Exposure Limit (ACGIH)
ND - Not Determined
This information is, to the best of our knowledge, accurate but may not be complete. THATCHER COMPANY
furnishes this information in good faith, but without warranty, representation or guarantee of it's accuracy,
completeness, or reliability.
htt www . conelyco.com/Pool- Spa/acid.ht
9/24/2008
8UILDING F'ERt�il i u
3Ct(- i'c'st)
INi ERWAl_ l t t:;i=
g,% .:
REVISION
PROJECT 4' 207'f 3
OWNERS NAME
Lunar" `Jail
SITE ADDRESS:
142 S. Front�3re F'd
SUBDIVISION Mountain
View
Lunar Vail is writing to verify that our pool a
stor
require the stornrt Spa maintenance plan and facilities will not
age of n uriatic acid in excess of the allowed 375 per plan and will b gallons. Two thirty -five gallon
tanks will be installed per periadir_.ally re - filled during roufine maintenance with
minimal quantities brought on -site at the time of maintenance.
K irrdesi r
f`g E
Rig❑ (on'zlie'n
t 7 u)rt I I�'t Z1I)11N!
1_Uti81' \`811. t I
09/24/2008 Wed 13:13 Weaver General Construction Co. 303 - 789 -4310
ID: #1140 Page 1 of 1
Weaver General Construction Cc
3679 South Huron St., Suite 404
Englewood, CO 80110
(303) 789 -4111
Fax (303) 789 -4310
bruce(c)weaver com
September 23, 2008
Weaver General Construction Co. needs your help. We are requesting a bid from you on Rockwell Hall Addition,
located in Fort Collins, CO., at Colorado State University. Please have your scope letters to us by September 26 and
your pricing by September 29 We bid the project on September 30, 2008, at 2:00 pm. Please pay attention to the
bid form. The alternates will effect how you submit your bid.
Value of this work is estimated at $ 15,000,000.
Drawings may be viewed in our office. Please call Bud Burns, at our office, (303) 789 -4111, to setup a convenient time
to view the drawings. Drawings, specs, addendums and pictures may also be viewed and /or downloaded online at
www.weavergc com . Please email bruce@weaverqc.com so we can make the necessary arrangements to enable you to
bid this project.
Drawings may also we viewed on ISgFt and BBBid. Drawings may be purchased from Horizon Reprographics at (303)
623 -2035.
Please visit our website to view the addendums, www,weoyergc_com.
The use of email is encouraged. Please email questions and scope letters to bruce@we avergc.com
If you are interested in the bid results, please email bruce@weavernc.com after the bid and we will gladly send you a
recap of the results.
Thank you.
Section bidding:
Name of Company:
Bidding: yes no (please circle one)
Phone Number:
Sincerely,
Weaver General Construction Co.
Bruce M. Herman
Chief Estimator
■
GENERAL CONTRACTOR WORK:
I . ALL SITE WORK SHALL BE THE FULL RESPONSIBILITY OF THE GENERAL CONTRACTOR. INCLUDING
51TE PREPARATION AND EXCAVATION INCLUDING ANY TRENCHING FOR PLUMBING AND CONDUIT RUNS.
ALL COSTS RELATED TO SPECIAL 50€L PREPARAT ION, STABILIZATION, FLASH COATS (IF REQUIRED),
BACK FILL AND DRAINAGE AROUND THE POOL/ SPA, FOR SPECIAL REQUIREMENT5 OF THE
PNEUMATICALLY APPLIED CONSTRUCTION METHOD 50 THAT THE STRUCTURAL DE51GN AND
CONSTRUCTION RESULTS IN A COMPLETE SYSTEM WITHOUT ANY ADDITIONAL CO5T TO THE OWNER.
2. ALL BENCHMARKS AND LAYOUT POINTS.
3. ALL SITE WORK SHALL NOT BE STARTED UNTIL THE GENERAL CONTRACTOR HAS LOCATED ALL
EXISTING UNDERGROUND UTILITIES, NOTIFIED THE LOCAL GAS, ELECTRICAL OR OTHER UTILITY
COMPANIES.
4. IT IS THE FULL RESPONSIBILITY OF THE GENERAL CONTACTORTO MAINTAIN EXISTING SITE WORK
CONSTRUCTION AND MAINTAIN EXISTING VEGETATION, PERTHE ARCHITECTURAL AND LANDSCAPE
DRAWINGS.
5. GENERAL CONTRACTOR 15 RESPONSIBLE FOR PROVIDING FRESH WATERTO FILLTHE POOLAND/QR
SPAS.
G. GENERAL CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING A CLEAN AND SAFE SITE.
7. GENERAL CONTRACTOR. 15 RE5PON515LE FOR SOILS CONDITIONS AND ANY UNDER DRAINAGE
SYSTEMS REQUIRED. POOL AND /OP, 5PA5 SHALL NOT BE LOCATED WHERE GROUND WATER EX €5T5,
ABOVE BOTTOM OF POOL DURING HIGH WATER TABLE, UNLE55 HYDRO STATIC RELIEF VALVES ARE
INSTALLED AT THE LOW POINT IN THE POOL, AND ALL PUMPING OR DE- WATERING NECESSARY TO KEEP
EJ(CAVATION5 FREE FROM WATER. POOL CONTRACTOR SHALL BE NOTIFIED If HYDRO STATIC RELIEF
VALVES ARE REQUIRED, PRIOR TO INSTALLATION. SOILS REPORT REQUIREMENT5 5HALL BE FOLLOWED.
8, ALL BACK FILL WORK PER 501L5 AND STRUCTURAL RECOMMENDATIONS.
9. ANY OVER EXCAVATION AND PLACEMENT OF STONE OR COMPACTED ENGINEERED FILL REQUIRED
ELSEWHERE BY THE DOCUMENTS FOR BUILDING STRUCTURES AND COMPONENTS, SHALL ALSO APPLY
TO THE POOL AND SPAS AND BURIED PIPING. W15HA / OSHA REGULATIONS SHOULD BE ADHERED TO,
10. PROVIDE THAT ALL 50€L5 ENGINEERING RECOMMENDATIONS HAVE BEEN EXECUTED. GENERAL
CONTRACTOR 15 TO PROVIDE COMPACTED STRUCTURAL FILL, WITH CLEAN GRAVEL AS REQUIRED BY
SOILS REPORT.
1 1 . PROVIDE THAT ALL STRUCTURAL ENGINEERING RECOMMENDATIONS HAVE BEEN EXECUTED.
12. PROVIDE AND INSTALL ANY WATERPROOFING 5Y5TEM5 OUTSIDE OF POOL STRUCTURE IN
REGARDS TO STRUCTURAL 5LAB PENETRATIONS AND OR ARCHITECTURAL BUILDING PENETRATIONS.
13. PROVIDE AND INSTALL ALL CHLORINE RESISTANT SEALANT AND EXPANSION JOINTS OUTSIDE THE
POOL STRUCTURE WITHIN AREAS OF POOLS / SPAS OR DECK, INCLUDING BACKER RODS, PRIMERS AND
ACCESSORIES REQUIRED.
14. PROTECT ALL TILE SURFACES AND/ OR FIN15HE5 FROM CONCRETE OR PAINT SPLASH OR DAMAGE
UNTIL ACCEPTED BY OWNER.
15. IF SAFETY FENCING 15 REQUIRED, THE GENERAL CONTACTOR SHALL BE RESPONSIBLE FOR THE
REQUIREMENTS, LOCATION AND CONSTRUCTION. IF HANDRAILS OR HANDICAP RA.MP5 OR UFT5 ARE
REQUIRED, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR INSTALLATION OF DECK ANCHORS WITH
BONDING, AS REQUIRED.
IC. ALL STATE AND LOCAL DEPARTMENT OF PUBLIC HEALTH CONSTRUCTION PERMITTING.
17. ALL STATE AND LOCAL BUILDING DEPARTMENT CONSTRUCTION PERMITTING.
18. IT 15 THE FULL RESPONSIBILITY OF THE GENERAL CONTRACTORTO MAINTAIN ALL NECESSARY
BARRICADES, SIGNS, LIGHTS, FLARE5 AND SAFETY EQUIPMENT AS REQUIRED TO PROTECT WORKERS
AND THE PUBLIC,
19. PROVIDE AND MAINTAIN PROPER SHORING AND BRACING FOP. EXISTING UTILITIES, 5EWER5,
BUILDING FOUNDATIONS, OR ANY BUILDING COMPONENTS.
20. PROVIDE MECHANICAL/ POOL EQUIPMENT ROOM WITH NECESSARY PUMP HOUSEKEEPING PADS
AND METAL EQUIPMENT RACKS AS REQUIRED.
STRUCTURAL NOTES:
I , STRUCTURAL ENGINEER SHALL PROVIDE ALL BUILDING AND SITE STRUCTURAL IMPROVEMENTS
REQUIRED FOR POOL AND SPA CONSTRUCTION.
2. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1000 P5F, CONCRETE SHALL BE PLACED
AGAINST UNDISTURBED 501L OR BUILDING DEPARTMENT APPROVED 90 % COMPACT FILL. TH15 PLAN 15
NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM D1551MILAP1501L
CONDITIONS UNDER POOL, SUCH AS CUT -FILL TRANSITIONS.
3, ALL REINFORCING STEEL SMALL BE DEFOP.MEC 8AR5 AND CONFORM TO A5TM AG 15 GRADE 40
FOR #4 BARS. SPLICES TO BE LAPPED 22" MIN; MIN. CLEARANCE BENvTEN PARALLEL BAR5 15 21/2".
4. GROUNDING PER N.E.C. /C.E.0 OF THE 5TRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO
PLACEMENT OF CONCRETE.
5. SHOT CRETE (GUNITE) TO BE IN CONFORMANCE WITH UBC /IBC SECTION 1914 AND SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH OF 3000 P5€ AT 28 DAYS, AND CONSIST OF I PART PORTLAND
CEMENT TO 4 1 /2 PART5 SAND t 3 GALLONS OF WATER PER SACK OF CEMENT.
G. CEMENT SHALL CONFORM TO UBC/ IBC STD 19 -1, A5TM 150.G.
7. USE TYPE V PORTLAND CEMENT IN AREAS WITH MORE THAN 2 % SULFATE CONTENT AND AS
DIRECTED BY LOCAL BUILDING CODES.
8. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS.
9. ALL INTERIOR SURFACES OF POOL AND SPA SHALL BE COATED WITH A WATERPROOF PLASTER
FINISH.
CONCRETE WORK:
I . ALL 51TE CONCRETE WORK SMALL BE THE FULL RE5PON51511.ITY OF THE CONCRETE CONTRACTOR.
2. PROVIDE ALL BLOCK OUT5 AS REQUIRED.
3. PROVIDE ALL EQUIPMENT HOU5EKEEP€NG PADS AS SHOWN ON DRAWINGS, COORDINATE WITH
MECHANICAL / PLUMBING FOR REQUIRED DRAINS AND SLOPES.
4. IF CHEMICAL ROOMS ARE REQUIRED, PROVIDE 4" H. CURB CONTINUOUS AT BASE OF ROOMS
(UNDER DOORS AND WALLS).
5. PROVIDE ALL 5 RUCTURAL CONCRETE WORK OUTSIDE OF POOL SHELL PER 5TKUCTURAL
ENGINEER.
G. PROVIDE ALL NON STRUCTURAL CONCRETE WORK OUTSIDE OF POOL SHELL, PER ARCHITECTURAL
/ LANDSCAPE DRAWINGS.
7. ALL DECK AND COPING WORK (MAY BE COVERED UNDER MASONRY SUB CONTRACTOR.)
8, INSTALL ALL ANCHORS, SOCKETS, IN5ERT5 AND HANDRAIL /GRAB BAR GOODS THAT ARE NOT
I- OCATED WITHIN THE POOL SHELLS, PROVIDED AND COORDINATED WITH POOL CONTRACTOR.
9. COORDINATE WITH POOL CONTRACTOR AND INSTALL ANY DECK 5URFACE DEPTH MARKERTILE5 /
IMBEDS AND 'NO DIVING' TILES / IMBEDS, PROVIDED BY POOL CONTRACTOR.
10. PROVIDED ALL PIPE SLEEVES AND INSTALL SLEEVES IN FORMS FOR OTHERS CONTRACTORS AT
THE PROPER LOCATIONS.
ANY STONE / TILE WORK VENEER WORK OUTSIDE OF POOL SHELL, PER ARCHITECTURAL DRAWINGS
O COORDlNATION NOTES
ELECTRICAL WORK:
I . ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS,
EQUIPMENT, HOOK -UPS, WIRING AND CONDUIT. ALL WIRING TO CONFORM TO THE NATIONAL
ELECTRICAL CODE AND STATE ELECTRICAL CODES.
2. POOL CONTRACTOR SHALL PROVIDE THE FILTER PUMPS, MOTORS, AUTO -FILL 501 FNOID5 AND
PRE -WIRED CONTROL ASSEMBLIES AS CALLED FOR ON PLANS AND OR REQUIRED BY POOL SYSTEMS
EQUIPMENT MANUFACTURER. THE ELECTRICAL CONTRACTOR 5HALL INSTALL AND WIRE ALL
ELECTRICAL EQUIPMENT FURNISHED BY THE POOL CONTRACTOR AND SHALL PROVIDE ALL
DISCONNECT SWITCHES, EMERGENCY SHUT OFF SWITCHES, PANELS, GROUNDING, CONDUIT AND
MOTOR STARTERS OR RELAYS IF REQUIRED, AS INDICATED OR REQUIRED BY CODES.
3. THE ELECTRICAL CONTRACTOR 5HALL PROVIDE POOL SHELL GROUNDING PER N.E.C. ARTICLE
G80.
4. PROVIDE AND INSTALL ALL POWER AND CONTROL WIRING AS INDICATED BY SCHEMATIC DETAIL
OF DRAWINGS AND ELECTRICAL COORDINATION TABLE.
5. ALL ELECTRICAL DISCONNECTS, SWITCHES, MAGNETIC STARTER, STOP -START STATIONS,
RECEPTACLES AND RELAYS SHALL BE SPECIFIED BY C51- DIV15ION I G WORK, AND COORDINATED
WITH THE POOL CONTRACTORS WORK. FURNISH AND INSTALL ALL CONDUIT, WIRING FOR
DISCONNECTS, MAGNETIC STARTERS, STOP -START STATIONS, RELAYS AND CONTROLS AS REQUIRED
AND INCLUDING THE FOLLOWING PUMP MOTORS, ETC...
G. FURNISH AND INSTALL ALL OUTLETS AND SERVICE NEEDED FORTHE CHEMICAL FEED AREA
EXHAUST FANS, CHLORINE AND CHEMICAL FEED PUMPS, AUTOMATIC WATER LEVEL CONTROLS AND
50LENOID VALVE, WATER CHEMICAL ANALYZER EQUIPMENT (INCLUDING TELEPHONE TERMINALS BY
CODE) AND RELATED CONTROLLED PUMPS, FLOW SWITCHES, AS WELL AS ADEQUATE LIGHTING IN THE
MECHANICAL / POOL EQUIPMENT AND RELATED 5PACE5 IN ACCORDANCE WITH THE SPECIFICATIONS
AND AS SHOWN ON THE DRAWINGS. INTERLOCK ALL CHEMICAL FEED EQUIPMENT AS SHOWN ON THE
ELECTRICAL CONTROL SCHEMATIC.
7. ELECTRICAL AND BONDING CONNECTIONS FOR THE STEEL CAGE OF POOLS, ANY HANDRAILS,
ALL EQUIPMENT, INCLUDING LIGHTS (NEED CONDUIT RUN FROM POOL UGHT TO DECK B0X AND THEN
TO EQUIPMENT ROOM) AND ALL NECESSARY OUTLETS FOR EQUIPMENT.
8. INSTALLATION OF ANY POOL OR SPA LIGHTS WITH GROUNDING WIRES. POOL CONTRACTOR
WILL SUPPLY POOL/ SPA LIGHTS.
9. ALL LIGHT RUNS NEED TO GO FROM SHELL LIGHT NICHE TO DECK BOX LOCATED AT LEAST 18"
ABOVE WATER LEVEL. THEN FROM THE DECK BOX TO THE CONTROL BOX,
10. ALL CONDUIT RUNS FOR HIGH VOLTAGE, INCLUDING CONDUIT FROM POOL UGHT NICHE TO
DECK BOX JUNCTION TO EQUIPMENT ROOM.
1 1 . ALL GROUNDING AND BONDING OF ALL NECESSARY WATER FEATURES OR ITEMS IN OR NEAR
ALL WATER FEATURES, PER LOCAL AND NATIONAL ELECTRICAL CODES.
12. NO OUTLETS LOCATED WITHIN 10 FEET OF POOL. ALL OTHER OUTLETS SHALL BE G.F.I.
PROTECTED AS REQUIRED, REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS AND
SPECIFICATIONS.
13. PROVIDE A5515TANCF TO POOL CONTRACTOR AT TIME OF START UP,
MECHANICAL/ PLUMBING WORK:
1. PROVIDE FOR FRE5H AIR VENTING / AIR HANDLING (AND HEATING OR COOLING AS REQUIRED) IN
MECHANICAL ROOMS, POOL/ SPA EQUIPMENT ROOMS, CHEMICAL STORAGE * INDOOR POOL/ SPA
FACILITIES.
2. HEAT EXCHANGERS NEED SPECIFIC Btu REQUIREMENTS PROVIDED THROUGH HOUSE BOILER
SYSTEM W/ ZONE VALVE REQUIRED. PROVIDE 24V, ALL BOILER CONTROL WIRING FROM CONTROL
THERM05TAT (DRY SWITCH) TO 5011 ER CONTROLS.
3. PROVIDE AND INSTALL BOILER 5Y5TEM5. MECHANICAL CONTRACTOR SHALL
INSTALL ALL GAS PIPING AND VENTING, INCLUDING EXHAUST, COMBUSTION AND MAKEUP AIR
VENTING. GAS HEATERS NEED SPECIFIC GAS AND VENTING REQUIREMENTS AND WILL NEED TO BE
INSTALLED PER MANUFACTURER REQUIREMENTS.
4. PROVIDE AND INSTALL HEATER VENTING, AND COMBUSTION AIR., IF NECESSARY.
5. ALL GAS PIPING, IF NECESSARY.
G. PLUMBING CONTRACTOR SHALL PROVIDE FRESH WATER CONNECTION TO POOL, AND WATTS
WATER CONNECTION FROM FILTER, INCLUDING BACK FLOW PREVENTER (SUPPLIED TO POOL
MECHANICAL ROOM WITH THREADED ADAPTER FOR POOL CONTRACTOR TO HOOKUP TO POOL
PLUMBING) AS SPECIFIED AND SHOWN ON DRAWINGS.
7. FLOOR DRAINS: AT LEAST ONE TO SANITARY SEWER FOR ANY M015TURE FROM EQUIPMENT
AND MAINTENANCE IF A :SAND FILTER 15 USED A DRAIN TO SANITARY SEWER FOR BACK WASHING (TO
HANDLE 140 GPM BY GRAVITY). FURNISH AND INSTALL THE FILTER BACKWASH FLOOR SINKS AND /
OR5TANDPIPE5 AND LINE BEYOND AIR -GAP TO WASTE.
8. FURNISH AND INSTALL H05E BI135 IN MECHANICAL/ POOL EQUIPMENT ROOMS AND IN DECK
AREAS AS SHOWN IN DRAWINGS, OKA5 REQUIRED.
9. FURNISH AND INSTALL ALL'DECK DRAINS' TO WASTE AS REQUIRED BY CODE. PROVIDE FOR
ADDITIONAL DECK DRAINAGE AS SHOWN ON ARCHITECTURAL AND LANDSCAPING DRAWINGS.
10. EYE WASH OR EMERGENCY SHOWER STATION SHALL BE THE RESPONSIBILITY OF THE
MECHANICAL CONTRACTOR, THEY SHALL BE INSTALLED PER 05HA AND AN51 REQUIREMENTS.
1 1. PLUMBING CONTRACTOR SHALL PROVIDE FRESH WATER CONNECTION TO POOL, AND WASTE
WATER CONNECTION FROM FILTER, INCLUDING BACK FLOW PREVENTER (SUPPLIED TO POOL
MECHANICAL ROOM WITH THREADED ADAPTER FOR POOL CONTRACTOR TO HOOKUP TO POOL
PLUMBING) AS SPECIFIED AND SHOWN ON DRAWINGS.
12. FURNISH AND INSTALL RPZ BACK FLOW PREVENTER AND ISOLATION VALVES FOR DOMESTIC
FRESH WATER SUPPLY.
13. FURNISH AND INSTALL FRESH WATER AND WASTE WATER., PLUMBING TO MECHANICAL/ POOL
EQUIPMENT ROOM.
14. A5515T POOL CONTRACTOR AT TIME OF START UP.
LANDSCAPING WORK:
I . ALL LANDSCAPING WORK SHALL BE THE FULL RE5PON5113ILITY OF THE GENERAL CONTRACTOR.
w m a l l r w 1 srelmal
ARCH
ARCHITECT
MIN
MINIMUM
A5TM
AMERICAN STANDARD TE5TING AND
MC
MECHANICAL CONTRACTOR
3' -G"
MATERIALS
NEC
NATIONAL ELECTRICAL CODE
BTU
BRITISH THERMAL UNITS
05HA
OCCUPATIONAL SAFETY HAZARD
BTUH
BRITISH THERMAL UNITS PER HOUR
TURNOVER:
A550CIATION
ELEC
ELECTRICAL
PC
POOL CONTRACTOR
EC
ELECTRICAL CONTRACTOR
P5F
POUNDS PER SQUARE FOOT
FT
FOOT
P51
POUNDS PER SQUARE INCH
GC
GENERAL CONTRACTOR
REQ
REQUIRED ?SQ FT SQUARE FEET
GFI
GROUND FAULT INTERRUPTER
TBD
TO BE DETERMINED
GFCI
GROUND FAULT CIRCUIT INTERRUPTER
TDH
TOTAL DYNAMIC HEAD
GPM
GALLONS PER MINUTE
TYP
TYPICAL
HP
HORSEPOWER
UBC
UNIFORM BUILDING CODE
IBC
INTERNATIONAL BUILDING CODE
V
VOLT
MECH
MECHANICAL
W
WATT
1 \�
1 . OWNER TO KEEP DAILY RECORDS ON POOL OPERATIONS AND MAINTENANCE TO BE SUBMITTED
AS REQUIRED TO THE HEALTH DEPARTMENT WHILE THE POOL 15 IN OPERATION.
2. AN APPROVED DPD TEST KIT CONTAINING ALL COLOR STANDARDS AND MEANS FOR
DETERMINING TOTAL ALKALINITY, pH, CHLORINE, CYAN URIC ACID LEVELS AND SALT CONTENT.
(�� MAHNFENANCE NOTES
I . ANY STRUCTURAL OR 501 L5 ENGINEERING
2. ANY CORE DRILLING AND /OR ACCESS THROUGH FOUNDATIONS.
3. ANY EXCAVATION.
4. ANY TRENCHING, INCLUDING SAND BEDDING.
5. ANY BACK FILLING.
G. ANY HIGH VOLTAGE WIRING, INCLUDING HIGH VOLTAGE CONDUIT INSTALLATIONS,
BONDING (POOL STEEL AND ALL EQUIPMENT) AND INSTALLATION OF ALL HIGH VOLTAGE WIRING
TO ALL POOL/5PA MECHANICAL. (INCLUDING LIGHT CONDUIT, POOL COVER AND J- BOXES).
7. ANY BOILER INSTALLATION, ALL BOILER PLUMBING, ANY COPPER PLUMBING, GAS
PLUMBING, VENTING AND CONTROLS (EXCEPT FOR POOL/SPA TEMPERATURE CONTROL WHICH
WILL ONLY BE A DRY SWITCH (NO 24V POWER PROVIDED).
8. ANY FRESH WATER PLUMBING FOR AUTO -FILL AND HOSE BIB, INCLUDING BACK FLOW
PREVENTOR5.
9. ANY MECH. ROOM DRAINS, INCLUDING SEWER DRAIN AND FILTER BACKWASH DRAIN.
10. ANY MECH. ROOM VENTING, INCLUDING MAKE -UP AIR, COMBUSTION AND EXHAUST
VENTING.
1 1. ANY POOL / SPA COPING.
12. ANY BUILDING OR DECK +)E51GN, ENGINEERING OR INSTALLATION, INCLUDING ALL
EXPAN5ION JOINTS AND DECK DRAINS.
13, ANY DECK ANCHOR INSTALLATION FOR HANDRAILS - COORDINATE WITH POOL
CONTRACTOR.
14. COORDINATE ANY POOL/ SPA SKIMMER EXTENSION COLLAR INSTALLATION WITH POOL
CONTRACTOR PRIOR TO DECK INSTALLATION.
15. ANY WINTER TENTING AND HEATING -If AMBIENT AIR TEMPERATURE 15 BELOW GOOF.
I G. ANY UP- CHARGES ON TILE OVER $5.00 /5Q. FT. TILE ALLOWANCE.
17. COLORADO POOLSCAPE5 OR ANY OF I75 REPRESENTATIVES SHALL NOT BE HELD LIABLE
OR RESPONSIBLE FOR ANY LIFE SAFETY ISSUES REGARDING THE OPERATION OF THE POOL AND
/OR SPA OR POOL FACILITIES.
18. LOCATION OR REQUIREMENTS OF REQUIRED FENCING FOR POOL AND/ OR SPA AREA.
19. DIVING BOARDS ARE NOT PERMITTED ON THI5 POOL /SPA.
1. ANY QUESTIONS OR DISCREPANCIES SHALL BE VERIFIED PRIOR TO THE START OF ANY
CONSTRUCTION.
2. POOL CONFIGURATION SHALL MEET PUBLISHED STANDARDS OF THE COLORADO DEPARTMENT
OF HEALTH AND SWIMMING POOL REGULATIONS.
3. GENERAL CONTRACTOR SHALL COORDINATE ALL ELEMENTS WITH ALL OTHER TRADES.
4. SEE CIVIL DRAWINGS FOR SITE UTILITIES AND SUBSURFACE DRAINAGE.
5. DECK SHALL BE NON. SLIP FINISH, SLOPE DECK AWAY FROM POOL TO AREA DRAINS.
G. DEPTH MARKERS: (IF REQUIRED)
A. DEPTH MARKERS SHALL BE G" MIN. HIGH NUMERALS ON POOL DECK AND 4" AT THE
POOL WALL WITH A MAXIMUM OF 25' INTERVALS. "NO DIVING" MARKERS WILL BE THE SAME.
B. POOL DEPTH MARKERS ON THE FACE OF THE POOL WALL SHALL BE LOCATED AT OR
ABOVE THE WATER SURFACE OF THE SWIMMING POOL IN PLAIN VIEW TO BATHERS.
C. DEPTH MARKERS SHALL BE OF COLOR CONTRASTING WITH BACKGROUND COLOR.
7. ALL POOL STEPS AND 55%T EDGE5 SHALL HAVE A MIN. OF 2" TILE BAND OF CONTRASTING
COLOR.
8. ALL JUNCTIONS BETWEEN ::SWIMMING POOL WALLS AND THE SWIMMING POOL FLOOR SHALL BE
COVED.
9. ALL WATER INLETS SHALL BE A MINIMUM OF 15' 1NTERVAL5.
JO, IF TOILET/ DRESSING ROOMS ARE INCLUDED, THEY SHALL. HAVE NON SLIP FLOORING.
1 1 . EMERGENCY 5HUTOFF SHALL BE LOCATED IN CLOSE PROXIMITY AND VISIBLE FROM POOL /5PA.
�PLAN NOTF-5_
POOL SPECIFICATIONS
BATHERS:
8
SIZE:
EARTH
8' -O" x 8' -0"
DEPTH:
CONC"Zi'E
3' -G"
PERIMETER:
32' - 4 "
SURFACE:
AUTO FILL
G5.34 5Q. FT.
CAPACITY.
I ,100 GALLONS
TURNOVER:
15 MINUTES
GPM:
7G GPM @ GO TDI
FITTINGS:
MAIN DRAINS, SKIMMERS, INLETS ALL OTHER PVC FITTING5 (T.B.D.)
LIGHT:
�
LIGHTS WILL HAVE STANDARD STAINLESS STEEL FACE RING
POOL WALL SURFACE:
cd
SGM PEARL BRITE (WHITE)
WATER LINE TILE:
co .�
0 LO
G" WATER LINE TILE BAND
STEP EDGE * BENCH EDGE TILE:
2" x 2" CERAMIC TILE BAND, CONTRASTING COLOR
COPING:
P
COPING AND ANY EXTERIOR VENEER BY G.C.
DECKING:
'd L
ALL DECKING, EXPANSION JOINTS 4� DECK GUTTERS T.B.D. FURNISHED
cd
INSTALLED BY G.C.
O SPA SPECIFICATIONS
ti
rZ
POOL COPING
a -.
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CONC"Zi'E
f
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HYDRO THERAPY JETS
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j 10 SYMBOLS
0 00 CIRCULATION PUMP
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BALL VALVE
Lm BALL VALVE
CHECK VALVE
BUTTERFLY VALVE µ
OZONE MAZZI I NJ
SOLENOID VALVE
MOTORIZED COMPOOL VALVE
PEOPLE
THE FOLLOWING LIFESAVING EQUIPMENT SHALL BE PROVIDED BY THE POOL CONTRACTOR (UNLESS SHEET 5HEET TITLE
OTHERWISE STATED) AND SHALL BE ACCESSIBLE WITHIN THE CONFINES OF THE POOL AREA. NUMBER
PROVIDE 1 UNIT OF LIFESAVING EQUIPMENT PER 2,000 5Q. FT. OF WATER SURFACE AREA OR
FRACTION THEREOF: PLO. I 5PECIFICATION5 * GENERAL NOTES
I . U.S. COAST GUARD APPROVED RING BUOY WITH A LENGTH OF ROPE AT LEAST EQUAL TO THE PL I 51TE PLAN * PIPING LAYOUT
MAXIMUM WITH OF THE POOL.
2. A SHEPHERD'S CROOK AT LEAST I GIN LENGTH. PL I . I POOL / 5PA PLAN
3. FIRST AID KIT MUST MEET 0.5.H.A. REQUIREMENTS AND CONTAIN THESE ITEMS: PL I . 2 POOL / 5PA SECTIONS
0 2 UNITS - I" x 3" ADHESIVE COMPRESS
0 2 UNITS - 2" x 3" NON GAUZE PADS PL 1.3 POOL / 5PA DETAILS
0 2 UNITS - I " x 5 YARDS STRETCH GAUZE BANDAGE
0 2 ROLLS -Y" x 10 YARDS ADHESIVE WATERPROOF TAPE PL2.1 EQUIPMENT LAYOUT 4 EQUIPMENT 5CHEDULE5
0 1 UNITS - 4 OZ. OPHTHALMIC IRRIGATING SOLUTION
0 2 PAIRS - SURGICAL 5C155OR5 SHEARS PL2.2 EQUIPMENT COORDINATION SCHEDULE.5
0 3 UNITS - LATEX GLOVES
0 2 POCKET MA5K5 AND FACE SHIELDS EACH PL2.3 EQUIPMENT SCHEMATICS
0 2 UNITS - 3" x 3" GAUZE PADS
0 2 ANTISEPTIC OINTMENT PACKETS
PLS. I POOL / 5PA 5TRUCTURAL PLANS
4. SPINE BOARD WITH HEAD IMMOBILIZING AND RESTRAINT STRAPS.
5, EMERGENCY PHONE - BY GENERAL CONTRACTOR PL3.2 =POOL / 5PA STRUCTURAL SECTIONS
7 SAfETA` EQUIPMENT NOTES aH EET INDff X
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ARCHITECT FOR:
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- EMERGENCY SHUT -OFF SWITCH
- ELECTRICAL JUNCITON BOXES
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- SIGNAGE
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P LAN .. ,.
DIMENSIONS 1► LAYO
PROJECT NO,
20713
155UET
DATE
5D
50% CD
3 -18 -08
00% CD
4-11-05
95%CD
4-14-08
100% CD
5 -2 -08
REV A
G -30 -08
REV 6
7 -15 -08
f
J -PDX BY G.C. (FAUX PAINT
FACE TO MATCH STONE BY
G.C.)
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E.C.
VALL FINISH MATERIAL
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FROM SPA BY E.C.
OPTION ► JDYA
HARTFORD AIR LOOP WITH INSECT
SCREEN ON FACE (FAUX PAINT TO
CONCEAL IN FINISH STONE, PY G.C.)
WALL FINISH MATERIAL AND WALL
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SPA JET AIR LINE MUST BE G"
OVER COPING ELEVATION,
TERMINATION POINT NOT
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20713
155UE
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PROJECT NO.
20713
155UE
DATE
5D
1 7-0
150 %a CD
3-15-08
90% CD
4-11-0
95%CD
4-14-08
100% CD
5-2-05
REV A
G-30-08
REV B
7-15-08
5TAINLE55 STEEL
EXIT GRAB BARS,
REFER TO
EQUIPMENT
SCHEDULE SEE
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ACE` SKIMMER
SPECI PL I.3
T.O. PAVING
8212'-U
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2 =
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.............
MAIN 5LICTION
A' DRAINS
"
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1.15 LBO" DEN51TY OR GREATER. BY G.C. DRAIN MAT SLOPE TO DRAIN
SUMP PUMP, BY G.C.
STRUCTURAL FILL BY
1 'A
mow
TYP. 5PA JET AIR LINE MUST BE
JGID, CELLULAR AT LEA5T Go OVER COPING
OLY5TYRENE, A5TM ELEVATION, TERMINATION POINT NOT
B17 1.15 LB/FT3 FLIMER. THAN 2a-0"
IEN51TY OR GREATER, BY
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SAFE built Colorado
PROJECT NO,
20713
155UE
DATE
5D
1-17-08
50% CD
3-15-08
90% CD
4-1 1-08
95 o D
4-14-05
100% CD
5-2-05
REV A
G-30-08
REV F3
7-15-08
L •
PREFA
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l SCALE: 3/4 "= I' -O"
n
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NOTE: CLEAR DECK
SPACE OF 30W. x 48"
FORWARD FROM A LINE
LOCATED 12" BEHIND
THE REAR OF THE SEAT
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{3)
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DECK ANCHORS BY G.C.
REFER TO DETAIL 4/ PL 1 .2
FOR ANCHOR ENLARGEMENT
G.C.
51ON JOINT"
EXPANSION JOINT
BY G.C.
{3
-- PING BY G.C.
WATER LINE TILE
F
L �
SCALE: 3/4 "= P -0"
MINE
PROVIDE CONCRETE AROUNI
BASE OF LIFT POLE, EPDXY
GROUT PER MANUFACTURES
RECOMMENDATION,BY G.C.
a
a
2' , 2'
!c1
a .
4
a .
� Q •
d
a•
a
a
POOL MAIN D F- AI N5
SCALE: 3/4 " =1' -O"
I
POOL FINISH REFER TO
SPECIFICATIONS
2° 2" d
MAIN SUCTION DRAINS REFER a a
TO EQUIPMENT SCHEDULE CONTINUOUS 2" x 2" NON a
SLIP TILE EDGE AT 5TEP�.
REFER TO POOL SPECS o
f 5PA OR POOL FINISH
REFER TO POOL SPECS
TEF 13EN H EDGE TILE
SCALE: 3/4 " =1 " -0"
STANDARD SIGN WHITE WITH RED
LETTERS, ANY OTHER TO BE CUSTOM
BY G.C.
EXTERIOR ,51 NA E
SCALE: 3/4 "= P -0"
1 " CONDUIT TO
" ELECTRICAL PANEL
MfN. 5' -0
J BOX PROVIDED ---`� BY E.C., LOCATION
AND INSTALLED I T.B.D.
BY E.C.
RE LAMP POSITION,
PROVIDE ENOUGH, L t
CORD
V ., a ;ter
I' CONDUIT BY E.C.
a. a
/ 4 'v
a
a
� 120 V. 100 WATT LIGHT AND
NICHE PROVIDED AND INSTALLED
BY P.C. PER SPECS
GROUND CLAMP AND #8 AWG
GROUNDING WIRE TO LIGHT
NICHE BY E.C.
. PA LIGHT
SCALE: 3/4 " =1' -0"
A D I CAI 5 L II '
SCALE: 3/4 "= P -9
SHEPHERD'S CROOK
5TAINLE55 5TEEL
HANDRAIL
110'"al Mol 11 I'm
G" CLEARANCE TO ALL
EXPANSION JOINTS, REFER TO
MANUFACTURE SPECS, BY
G.C. -- ---- --
LIFT SHALL BE CAPABLE OF
UNA5515TED OPERATION FROM
BOTH THE DECK AND WATER
LEVEL
SINGLE PERSON LIFT W/ WEIGHT
CAP. OF 300 L155.. MUST
SUBMERGE AT LEAST 18"
BELOW WATER LEVEL
SEAT WIDTH I G" MIN.. W/ FOOT
RESTS THAT MOVE WITH SEAT
SEE ENLARGEMENT BELOW
24'U.-9, COAST GUARD APPROVED
RING BUOY WITH A LENGTH Of ROPE
AT LEAST EQUAL TO THE MAX... IMDTI
Of THE POOL
�+1
12' -O" ALUMINUM POLE
I' CONDUIT TO
MIN. 5' -U' ELECTRICAL PANEL
J BOX PROVIDED BY E.C., LOCATION
AND INSTALLED BY T.B.D.
E.C.
RE LAMP POSITION;
PROVIDE ENOUGH , E1 ,� r L
CORD'
;s
/ Via ��
_AL_
I " CONDUIT BY E.C.
120 V. 500 WATT LIGHT AND NICHE
PROVIDED AND INSTALLED BY P.C.
PER SPECS
- GROUND CLAMP AND #8 AWG
GROUNDING WIRE TO LIGHT NICHE
BY E.C.
SCALE: 3/4 "= P -0"
TOP OF COPING
CONTINUOUS 2" X 2"
TILE EDGE AT BENCH
SEAT t STEPS REFER
TO POOL DATA
5PA OR POOL FINISH
REFER TO POOL SPECS
�-- LINE OF WATER
`�-- -- WATER LINE TILE
REFER TO SPECS
FLEVATION VIFW \ . -I NTERNATIONAL DEPTH
MARKER t"NO DIVING"
MARKER
NOTES:
1. DEPTH MARKERS' SHALL BE NON -SLIP TILES WITH BLACK NUMERALS AND
LETTERS.
2. "NO DIVING" MARKER5 5HALL BE NON -SLIP TILES WITH BLACK LETTERS. THE
NO DIVING 5YMB0L SHALL BE IMPRINTED ON THE TILE. THE TILES SHALL BE
RECESSED 50 THAT THE FACE OF THE TILE 15 FLUSH WITH FINISHED SURFACE OF
POOL DECK OR SPA WALL.
3, DEPTH SHALL BE VERIFIED BY CONTRACTOR AND MARKERS SHALL BE
INSTALLED TO INDICATE ACTUAL DEPTH OF WATER.
4. WALL AND DECK DEPTH MARKERS SHALL BE SPACED AT NOT MORE THAN 25
FOOT INTERVALS, MEASURED PERIPHERALLY. REFER TO PLAN FOR APPROXIMATE
LOCATIONS.
5. POOL DEPTH MARKER5 SHALL BE MIN., 4" HIGH NUMERALS, AND SHALL BE
LOCATED AT OR ABOVE THE WATER SURFACE AND IN PLAIN VIEW OF THE
BATHERS.
I�ITIi�AT1ONAL DEPTH IO1TVIEW
SCALE: 3/4 "= P -0"
23�r
4
SPA JETS
Q
FACE
SPA ,JET ACTUATOR
2
STANDARD FINISH ON
SWITCHES IS ALUMINUM
CQ
Lo
s
""tt
.; C 5
d
co
s I.
s o d op
Lo
C
C} O
( m
0
I�
0
>0
I R-
t
S
I�
ISSUE
CIRCULATION MAIN DRAIN
5D
SUCTION SPLIT TO BOTH
50 % CD
DRAINS
)NTINUED BOND
4-11-05
AM STEEL
4 -14 -08
>OL SKIMMER
5 -2 -08
'FER TO SPECS
G -30 -08
UMMER
JET MAIN DRAIN
�UALIZER LINE
SUCTION SPLIT TO BOTH
DRAINS
F
L �
SCALE: 3/4 "= P -0"
MINE
PROVIDE CONCRETE AROUNI
BASE OF LIFT POLE, EPDXY
GROUT PER MANUFACTURES
RECOMMENDATION,BY G.C.
a
a
2' , 2'
!c1
a .
4
a .
� Q •
d
a•
a
a
POOL MAIN D F- AI N5
SCALE: 3/4 " =1' -O"
I
POOL FINISH REFER TO
SPECIFICATIONS
2° 2" d
MAIN SUCTION DRAINS REFER a a
TO EQUIPMENT SCHEDULE CONTINUOUS 2" x 2" NON a
SLIP TILE EDGE AT 5TEP�.
REFER TO POOL SPECS o
f 5PA OR POOL FINISH
REFER TO POOL SPECS
TEF 13EN H EDGE TILE
SCALE: 3/4 " =1 " -0"
STANDARD SIGN WHITE WITH RED
LETTERS, ANY OTHER TO BE CUSTOM
BY G.C.
EXTERIOR ,51 NA E
SCALE: 3/4 "= P -0"
1 " CONDUIT TO
" ELECTRICAL PANEL
MfN. 5' -0
J BOX PROVIDED ---`� BY E.C., LOCATION
AND INSTALLED I T.B.D.
BY E.C.
RE LAMP POSITION,
PROVIDE ENOUGH, L t
CORD
V ., a ;ter
I' CONDUIT BY E.C.
a. a
/ 4 'v
a
a
� 120 V. 100 WATT LIGHT AND
NICHE PROVIDED AND INSTALLED
BY P.C. PER SPECS
GROUND CLAMP AND #8 AWG
GROUNDING WIRE TO LIGHT
NICHE BY E.C.
. PA LIGHT
SCALE: 3/4 " =1' -0"
A D I CAI 5 L II '
SCALE: 3/4 "= P -9
SHEPHERD'S CROOK
5TAINLE55 5TEEL
HANDRAIL
110'"al Mol 11 I'm
G" CLEARANCE TO ALL
EXPANSION JOINTS, REFER TO
MANUFACTURE SPECS, BY
G.C. -- ---- --
LIFT SHALL BE CAPABLE OF
UNA5515TED OPERATION FROM
BOTH THE DECK AND WATER
LEVEL
SINGLE PERSON LIFT W/ WEIGHT
CAP. OF 300 L155.. MUST
SUBMERGE AT LEAST 18"
BELOW WATER LEVEL
SEAT WIDTH I G" MIN.. W/ FOOT
RESTS THAT MOVE WITH SEAT
SEE ENLARGEMENT BELOW
24'U.-9, COAST GUARD APPROVED
RING BUOY WITH A LENGTH Of ROPE
AT LEAST EQUAL TO THE MAX... IMDTI
Of THE POOL
�+1
12' -O" ALUMINUM POLE
I' CONDUIT TO
MIN. 5' -U' ELECTRICAL PANEL
J BOX PROVIDED BY E.C., LOCATION
AND INSTALLED BY T.B.D.
E.C.
RE LAMP POSITION;
PROVIDE ENOUGH , E1 ,� r L
CORD'
;s
/ Via ��
_AL_
I " CONDUIT BY E.C.
120 V. 500 WATT LIGHT AND NICHE
PROVIDED AND INSTALLED BY P.C.
PER SPECS
- GROUND CLAMP AND #8 AWG
GROUNDING WIRE TO LIGHT NICHE
BY E.C.
SCALE: 3/4 "= P -0"
TOP OF COPING
CONTINUOUS 2" X 2"
TILE EDGE AT BENCH
SEAT t STEPS REFER
TO POOL DATA
5PA OR POOL FINISH
REFER TO POOL SPECS
�-- LINE OF WATER
`�-- -- WATER LINE TILE
REFER TO SPECS
FLEVATION VIFW \ . -I NTERNATIONAL DEPTH
MARKER t"NO DIVING"
MARKER
NOTES:
1. DEPTH MARKERS' SHALL BE NON -SLIP TILES WITH BLACK NUMERALS AND
LETTERS.
2. "NO DIVING" MARKER5 5HALL BE NON -SLIP TILES WITH BLACK LETTERS. THE
NO DIVING 5YMB0L SHALL BE IMPRINTED ON THE TILE. THE TILES SHALL BE
RECESSED 50 THAT THE FACE OF THE TILE 15 FLUSH WITH FINISHED SURFACE OF
POOL DECK OR SPA WALL.
3, DEPTH SHALL BE VERIFIED BY CONTRACTOR AND MARKERS SHALL BE
INSTALLED TO INDICATE ACTUAL DEPTH OF WATER.
4. WALL AND DECK DEPTH MARKERS SHALL BE SPACED AT NOT MORE THAN 25
FOOT INTERVALS, MEASURED PERIPHERALLY. REFER TO PLAN FOR APPROXIMATE
LOCATIONS.
5. POOL DEPTH MARKER5 SHALL BE MIN., 4" HIGH NUMERALS, AND SHALL BE
LOCATED AT OR ABOVE THE WATER SURFACE AND IN PLAIN VIEW OF THE
BATHERS.
I�ITIi�AT1ONAL DEPTH IO1TVIEW
SCALE: 3/4 "= P -0"
23�r
4
SPA JETS
Q
FACE
SPA ,JET ACTUATOR
2
STANDARD FINISH ON
SWITCHES IS ALUMINUM
CQ
Lo
s
""tt
.; C 5
d
co
s I.
s o d op
Lo
C
C} O
( m
0
I�
0
>0
I R-
t
S
I�
ISSUE
DATE
5D
J-17-08
50 % CD
3 -18 -08
90 % CD
4-11-05
95 %CD
4 -14 -08
100% CD
5 -2 -08
REV A
G -30 -08
REV B
7-15-05
PL1.3
� F7 . IN �
i9� FACE OF POOL OR 5PA5
CALL "T
I QUAILTITY
EQUIPMENT
MAKE t MODEL OR DESCRIPTION
-
-
CIRCULATION RATE
G I GPM
-
-
TURN OVER PERIOD
G HOURS
-
I
SAND FILTER TYPE/ VOLUME
PENTAIR TR- I OOC, HIGH RATE SAND, 4.91 FILTER AREA
-
-
UNIT FILTER RATE
13.4 GPM/ SF
-
-
E BACKWASH FLOW RATE
1 10 GPM
-
-
HEATER REQUIREMENTS
75,000 BTUH (SUMMER), 500,000 BTUH (WINTER)
-
4
POOL LIGHTS
PENTAIR AMERLITE SERIES, POOL LIGHT W/ 5/5 RINGS, W1 GFCI NEEDED, CORD
LENGTH AS REQUIRED LONGER THAN 100"
-
4
POOL SKIMMERS
PENTAIR, 13ERMUDA, 2" PORTS, MODEL 509300 (WHITE- T,B.D.)
-
5
POOL INLETS
IY2" WALL INLETS W1 1" INSIDER, PENTAIR ADJUSTABLE WALL INLETS (WHITE- T.B.D.)
MODEL 540035
-
2
MAIN DRAIN SUCTIONS
PENTAIR 12'' x 1 2" DRAINS WHITE PLASTIC FRAME t GRATES MODEL 543035
-
-
SANITATION TYPE
CHLORINE GENERATOR
-
-
PH CONTROL TYPF
BUL MURiATIC AC
CP -I
I
CIRCULATION PUMP
PENTAIR, WHISPER -FLO, I HP, 80 GPM @ 55' TDH
F -1
!
FILTER
PENTAIR, TR -I OOC, 4.91 TOTAL SURFACE AREA
H -1
I
HEA EXCHANGER
DIVERSIFIED HEAT TRANSFER, EZ -180, 180,000 BTU HEAT EXCHANGER
-
I
EN i ( HANDRAIL
COMMERCIAL STAIR HANDRAIL STAINLESS STEEL 1.90 DIA.. W/ BRONZE ANCHOR
SETS
-
I PAIR
EXIT GRAB BARS
PRETZEL STYLE COMMERCIAL GRAB BARS, STAINLES5 STEEL 1.90 DIA. W/ BRONZE
ANCHOR SET5
-
1 SET OF 3
BUILT IN STEPS
PENTAIR ABS STEPS, SET OF THREE, WHITE # 82400700
-
AS KFQ,'D.
DEPTH MARKERS
COMMERCIAL STAIR HANDRAIL STAINLESS 5TEEL 1.90 DIA.. W/ BRONZE ANCHOR
SETS
-
2
PRESSURE GAUGES
-
1
FLOW METERS
-
2
THERMOMETERS
-
T1 Ci C 101 , LIGHT CONTROLS
PC -i 1 POOL COVER AQUAMATIC HYDROLUX AUTOMATIC FLOATING THERMAL COVER Q
I L1 R L D BY G.C. 1 DF
C -1 I POOL CONTROLLER PENTAIR- LX 802 CONTROL SYSTEM W1 TEMP CONTROL, LOW VOLTAGE 4�
EMERGENCY SHUT OFF SWITCH
I CHEMICAL FEEDER PENTAIR RAINBOW / LIFEGUARD # HC3315 HIGH CAPACITY CHLORINE CHEMICAL IN-
LINE EROSION FEEDER
OG -I I POOL OZONE GENERATOR (OPTIONAL) DEL ECLIPSE, EC -2, CORONA DISCHARGE OZONATOR W1 MIXING CHAMBER
(OPTIONAL)
CG -I I POOL CHLORINE GENERATOR (OPTIONAL) DEL GOLDLINE CHLORINE GENERATOR SYSTEM (OPTIONAL)
AF -I I AUTO FILL CONTROLLER SYSTEM DYNAMICS, K -I 100 LEVELOR., 3 f4" SOLENOID VALVE
CF -1, 2 CHEMICAL FEED PUMPS (OPTIONAL) STENNER SERIES 45MHP PERISTALTIC CHEMICAL METERING FEED PUMP
CF -2
- 2 CHEMICAL STORAGE TANK (OPTIONAL) PULSAFEEDER SERIES GO00 35 GALLON CHEMICAL TANK
i COVER REEL COMMERCIAL HEAVY DUTY STAINLESS STEEL COVER REEL
POOL EQUIFMENT
CALL
OUT
QUAN s TTY
EQUIPMENT
1 MAKE * MODEL OR DF-5CRIPTION
-
-
CIRCULATION RAZE
81 GPM
-
-
TURN OVER PERIOD
20 MINUTES
-
I
SAND FILTER TYPE/ VOLUME
PENTAIR TR- I OOC, HIGH RATE SAND, 4.91 FILTER AREA
-
-
UNIT FILTER RATE
I G.5 GPM /SF
_
-
BACKWASH FLOW RATE
1 10 GPM
-
-
HEATER REQUIREMENTS
75,000 BTUH (SUMMER), 500,000 BTUH (WINTER)
-
-
ENTRY HANDRAIL
COMMERCIAL STAIR HANDRAIL STAINLESS 5TEFL 1.90 DIA.. W1 BRONZE ANCHOR
SETS
_
AS REQ.'D,
DEPTH MARKERS
-
I
SPA LIGHT
PENTAIR AMFRLITE SERIES, POOL LIGHT W1 515 RINGS, W/ GFCI NEEDED, CORD
LENGTH AS REQUIRED LONGER THAN 100"
-
I
SPA SKIMMER
PENTAIR, BERMUDA, 2" PORT5, MODEL 5OG300 (WHITE- T.B.D.)
3
SPA INLETS
PENTAIR, IN5IDF-R DIRECTIONAL INLETS, I /�' (WHITE- T.B.D.)
-
2
MAIN DRAIN SUCTIONS
PFNTAIR 12" x 12" DRAINS WHITE PLASTIC FRAME * GRATES MODEL 543035
-
-
SANITATION TYPE
CHLORINE GENERATOR
-
-
PH CONTROL TYPE
BULK MURIATIC ACID
CF-2
I
CIRCULATION PUMP
PENTAIR, WHI5PFR -FLO, I HP, 80 GPM @ 55' TDH
JP -1
I
HYDRO-THERAFY JET PUMP
PENTAIR, CHALLENGER, 5 HP, 210 GPM @ 50' TDH
F -2
I
FILTER
PENTAIR, TR -1 OOC, 4.91 TOTAL SURFACE AREA
H -2
1
HEAT EXCHANGER
DIVERSIFIED HEAT TRANSFER, EZ -180, 180,000 BTU HEAT EXCHANGER
-
i
ENTRY HANDRAIL
COMMERCIAL STAIR HANDRAIL STAINLESS 5TEEL 1.90 DIA.. W/ BRONZE ANCHOR
SETS
-
2
PRESSURE GAUGES
-
I
FLOW METERS
-
2
THERMOMETER5
-
-
I
TIME CLOCKS
INTFRMATIC (OR ALTERNATE), T 101, LIGHT CONTROLS
-
I
SPA COVER
FLOATING THERMAL COVER
C -2
I
,SPA CONTROLLER
PFNTAIR - LX 502 CONTROL SYSTEM W1 TEMP CONTROL, LOW VOLTAGE,
EMERGENCY SHUT OFF SWITCH * JET CONTROL BUTTON WITH TIMER
CF -2
I
CHEMICAL FEEDER
PENTAIR RAINBOW! LIFEGUARD # HC3315 HIGH CAPACITY CHLORINE CHEMICAL IN-
LINE EROSION FEEDER
OG -2
I
SPA OZONE GENERATOR (OPTIONAL)
DEL ECLIPSE, EC -2, CORONA DISCHARGE OZONATOR W1 MIXING CHAMBER't
INJECTOR ASSEMBLY (OPTIONAL)
CG -2
I
SPA CHLORINE GENERATOR (OPTIONAL)
DEL GOLDLINE CHLORINE GENERATOR SYSTEM (OPTIONAL)
AF -2
I
AUTO FILL CONTROLLER
SYSTEM DYNAMICS, K l 100 LEVELOR, %" SOLENOID VALVE
CF -3'
CF-4
2
CHEMICAL FEED PUMPS (OPTIONAL)
5TFNNFK SERIES 45MHP PERISTALTIC CHEMICAL METERING FEED PUMP
- ;
POOL
CHEMICAL STORAGE TANK (OPTIONAL)
PULSAFFEDER SERIES G000 35 GALLON CHEMICAL TANK
(( EQUIPMENT 5CHEDULE
e
WALL FRAMING BY G.C.
CHEMICAL
STORAGE
ROOM
CHEMICAL U515TANT
J
CONCRETE COATING BY
G.C.
v
as
CONCRETE CURB BY G.C.
EQUIPMENT ROOM SLAB BY G.G.
C HEMICAL Ru"OM 5 ECTIOIU
SCALE: 3/4" =1' -0
POOL MAIN DRAIN SUCTION LIME
?" POOL SKIMMER SUCTION LINE
POOL CHLORINE GENERATOR
POOL OZONE GENERATOR
H05E BIB BY G.C.
FLOOR SINK OR AREA DRAIN TO HANDLE
120 GPM, TO SANITARY BY G.C,
POOL HEAT EXCHANGER
SPA HEAT EXCHANGER
-4" SPA JET RETURN LINE
4 ".SPA JET SUCTION LINE
3" SPA JET AIR LINE, LOCATION T.B.D. MUST
HAVE AIR LOOP TO PREVENT SPA DRAINAGE
2" SPA MAIN DRAIN SKIMMER
SUCTION LINE
3" SPA MAIN DRAIN SUCTION
Z LINE
CHLORINE FEED
STORAGE TANKS
ACID FEED PUMPS
ACID FEED STORAGE
TANKS
m
POOL /5PA
EQUIPMENT
ROOM
c AA
m
CALL OUT
QUANTITY
EQUIPMENT NAME
VOLT
PHASE
HP/SYbV
AMPS
FURNISHED
LOCATION
CONTROLS OR INTERLOCKING
HIGH VOLTAGE WIRING,
LOW VOLTAGE
CONTROL WIRING
VENTING, GAS, COPPER * WATER
� SET 13Y
PIPING
EACH
SWITCHES * CONTACTORS
24 VOLTS OR LESS
CP -)
1
CIRCULATION
230V
1
2 HP
10.2 A
PC
EQUIPMENT ROOM
INTERLOCKED W/ POOL CONTROL t.
EC (MAY PROVIDE 3 PHASE
MC
_
PUMP
EMERGENCY SHUT OFF
CONTRACTOR( RELAY)
JP -I
I
JET PUMP
230V
1
5 HP
19.4 A
PC
EQUIPMENT ROOM
INTERLOCKED W/ CONTROL SYSTEM
EC (MAY PROVIDE 3 PHASE
PC
MC TO PROVIDE DRAIN FOR
F -1
I
SAND FILTER
- --
PC
EQUIPMENT ROOM
- --
- --
- --
BACKWASH WITH AIR GAP TO
HANDLE 140 GPM
H -1
1
HEAT EXCHANGER
- --
- --
500,000
- --
PG
EQUIPMENT ROOM
INTERLOCKED W/ POOL CONTROL * FLOW
EC
PC
MC TO PROVIDE BOILERS,
COPPER PLUMBING $13011 r
BTU
SWITCH $ HIGH LIMIT
HANDLE 140 GPM
H -2
1
HEAT EXCHANGER
-
-
250,000
- --
PC
EQUIPMENT ROOM
INTERLOCKED W/ SPA CONTROL * FLOW
EC
MC
CONTROLS
UNDER WATER
BTU
INTERLOCKED W/ TIME CLOCK OR PHOTO
PLUMBING t- BOILER CONTROLS
_
4
LIGHTS
120V
1
300 W
5.0 A
PC
POOL
VOLTAIC CELL, NICHE $ LAMP BY PC,
EC
PC
- --
_
I
LIGHT
120V
I
100 W
5.0 A
PC
SPA
CONDUIT, J -BOX �, WIRING BY EC
EC
PC
- --
C -I
I
POOL CONTROL
120v/
1
---
< 15.0 A
PC
EQUIPMENT ROOM
INTERLOCKED W/ BOILER CONTROLS,
EC
PC
- --
C -2
1
POOL CONTROL
240V
I
- --
< 15.0 A
PC
EQUIPMENT ROOM
PUMPS, EMERGENCY SHUT -OFF
EC
PC
- --
OZONE
240V
PUMPS, EMERGENCY SHUT -OFF
OG -I
I
GENERATOR
120V
I
- --
< 15.0 A
PC
EQUIPMENT ROOM
INTERLOCKED W/ POOL CONTROLS. EC TO
EC
PC
- --
OG -2
I
(OPTION)
120V
1
- --
< 15.0 A
PC
EQUIPMENT ROOM
PROVIDE CONTACTOR/RELAY
EC
PC
--
CHLORINE
FLOW SWITCH HIGH LIMIT
CG -1
1
GENERATOR
120V
I
- --
< 15.0 A
PC
EQUIPMENT ROOM
INTERLOCKED W/ POOL CONTROL t FLOW
EC
PC
- --
CG -2
I
(OPTION)
120V
I
- --
< 15.0 A
PC
EQUIPMENT ROOM
SWITCH HIGH LIMIT
EC
PC
- --
AF -1
I
WATER LEVEL
120V
1
- --
<5.0 A
PC
EQUIPMENT ROOM
INTERLOCK W/ SOLENOID VALVE, MC TO t.
EC
PC
MC TO FURNISH FRESH WATER
LINE W/ BACK FLOW PREVENTER
CONTROL
AUTO FILL SENSOR
MC TO FURNISH FRESH WATER
AF -2
I
CONTROL
120V
I
- --
<5.0 A
PC
EQUIPMENT ROOM
FURNISH FRESH WATER LINE W/ BACK
EC
PC
MANUAL SHUT OFF
CP -I,
2
ACID FEED PUMP
CHLORINE FEED
120V
I
-
< 15.0 A
PG
EQUIPMENT ROOM
INTERLOCKED W/ CHEMICAL CONTROL
EC
PC
-
CF-2
2
PUMP (OPTION)
120V
I
-
< 15.0 A
PC
EQUIPMENT ROOM
SYSTEM
EC
PC
CP-4
AUTOMATIC POOL
EQUIPMENT ROOM
SYSTEM
PC- I
I
COVER
120V
1
-
20.0 A
PC
AND COVER DRY
INTERLOCK W/ COVER KEY SWITCH
EC
PC
MC TO AREA DRAIN IN DRY SUMP
SUMP
� LF � 0C LC C �JI�.DI NATION 5CN I�DU LE
CALL OUT
QUANTITY
EQUIPMENT NAME
VOLT
PHASE
HP/BY/W
AMPS
FURNISHED
LOCATION
CONTROLS OR INTERLOCKING
HIGH VOLTAGE WIRING.
LOW VOLTAGE
CONTROL WIRING
VENTING, GAS, COPPER* WATER
SET BY
PIPING
EACH
SWITCHES t CONTACTORS
24 VOLTS OR LESS
CP -2
1
CIRCULATION
230V
1
2 HP
10.2 A
PC
EQUIPMENT ROOM
INTERLOCKED W/ POOL CONTROL t
EC (MAY PROVIDE 3 PHASE
PC
PUMP
EMERGENCY SHUT OFF
CONTRACTOR/ RELAY)
JP -I
I
JET PUMP
230V
1
5 HP
19.4 A
PC
EQUIPMENT ROOM
INTERLOCKED W/ CONTROL SYSTEM
EC (MAY PROVIDE 3 PHASE
PC
EMERGENCY SHUT OFF $ JET BUTTON
CONTRACTOR/ RELAY)
MG TO PROVIDE DRAIN FOR
F -2
I
SAND FILTER
--
- --
- --
- --
PG
EQUIPMENT ROOM
- --
- --
-
BACKWASH WITH AIR GAP TO
HANDLE 140 GPM
H -2
1
HEAT EXCHANGER
-
-
250,000
- --
PC
EQUIPMENT ROOM
INTERLOCKED W/ SPA CONTROL * FLOW
EC
MC
MG PROVIDE BOILERS, COPPER
BTU
SWITCH t HIGH LIMIT
PLUMBING t- BOILER CONTROLS
UNDER WATER
INTERLOCKED W/ TIME CLOCK OR PHOTO
_
I
LIGHT
120V
I
100 W
5.0 A
PC
SPA
VOLTAIC CELL, NICHE t LAMP BY PC.
EC
PC
- --
CONDUIT, J -BOX * WIRING BY EC
C -2
1
POOL CONTROL
1 20V/
I
- --
< 15.0 A
PC
EQUIPMENT ROOM
INTERLOCKED W/ BOILER CONTROLS,
EC
PC
- --
240V
PUMPS, EMERGENCY SHUT -OFF
OZONE
OG -2
I
GENERATOR
120V
1
- --
< 15.0 A
PC
EQUIPMENT ROOM
INTERLOCKED W/ POOL CONTROLS t
EC
PC
--
(OPTION)
FLOW SWITCH HIGH LIMIT
CHLORINE
CG -2
I
GENERATOR
120V
I
- --
< 15.0 A
PC
EQUIPMENT ROOM
INTERLOCKED W/ POOL CONTROL * FLOW
EC
PC
- --
(OPTION)
SWITCH HIGH LIMIT
WATER LEVEL
INTERLOCK W/ SOLENOID VALVE, MC TO
MC TO FURNISH FRESH WATER
AF -2
I
CONTROL
120V
I
- --
<5.0 A
PC
EQUIPMENT ROOM
FURNISH FRESH WATER LINE W/ BACK
EC
PC
LINE W/ BACK FLOW PREVENTER $
FLOW PREVENTER * MANUAL SHUT OFF
MANUAL SHUT OFF
CP -3,
2
ACID FEED PUMP t
CHLORINE FEED
120V
I
-
< 15.0 A
PC
EQUIPMENT ROOM
INTERLOCKED W/ CHEMICAL CONTROL
EC
PC
CP-4
PUMP (OPTION)
SYSTEM
(',� COORDINATION 5CN�DULI
BOILER SUPPLY LINES WITH ZONE VALVE AND /OR CIRCULATION PUMP BY M.C.
CHLORINE EROSION
EMERGENCY I
,!T
JET ACTUATOR i
•• ti .-
POOL LIGHTS
AUTO COVER KEY
SWITCH (AC -1)
� o
0
AUTO -PILL CONTROL
(AF -1)
FEEDER
(CF -1)
17 BY
M.G.
GFCI OUTLETS GFCI
BY E.C. OUTLETS BY
fol ❑ E.C.
HEAT
0 EXCHANGER
OZONE GENERATOR
BY (OG -1) - OPTIONAL
P.C.
CHLORINE GENERATOR
(CG -1) - OPTIONAL
CHLORINE
FEED PUMP
ACID FEED
CF- I
ACID FEED
(OPTIONAL)
n
Lo
PUMP
14 .
g
CIRC. PUMP FLOOR SUCTION LINE
CF -2
CIRC. PUMP SKIMMER SUCTION LINE
(OPTIONAL}
FLOW METER W/ 3'
STRAIGHT SECTION OF PIPE
HYDRAULIC LINE TO
EQUIPMENT ROOM
ELECTRICAL CONDUIT TO COVER MOTOR
FEEDER
(CF -1)
CHLORINE EROSION
MUM
0
EMERGENCY
SHUT -OFF
a
SPA LIGHT DECK
BOX - BY E.C.
FOK LIGHT
DETAILS SEE S
PLI.
SPA LIGHT
HYDRO - THERAPY
JET PUMP SUPPLY LINE
FOR ACTUAL PLAN
LAYOUT SEE I
L 1. ! JET PUMP FLOOR SUCTION LINE
FLOW SWITCH
,�— FLOW METER
PLOW SWITCH
r- FLOW METER
--HIGH LIMIT
CHEMICAL CONTROLLER
(CC-1) - OPTIONAL
1_ D
FILTER BACKWASH
LINE BY M.C. WITH
MIN, 4" DRAIN WITH
AIR GAP TO SANITARY
SEWER
CIRCULATION PUMP
POOL CONTROL
(PC -1)
OZONE GENERATOR
(OG-1)
CHLORINE GENERATOR
(CG -1)
AUTO -FILL CONTROL
AUTO
CIRCULATION
PUMP (CP -1)
JIM
LOAD CENTER
PROVIDED AND INSTALLED 13Y G.
NEED 30" x 3G" x G' -G" CLEARANC
DRY CONTACT END SWITCH FOR BOILER INTERFACE TO SAFETY CIRCUIT (PRE55URE/FLOW
SWITCH AND HIGH LIMIT SWITCH) M.C. TO PROVIDE 24V CONTROL WIRING
DRY CONTACT END SWITCH FOR BOILER INTERFACE TO TEMPERATURE CONTROL IN
POOL CONTROL BOX. M.C. TO PROVIDE 24V CONTROL WIRING
DRY CONTACT END SWITCH FOR BOILER INTERFACE TO SAFETY CIRCUIT (PRESSUKE/FLOW
SWITCH AND HIGH LIMIT SWITCH) M.C. TO PROVIDE 24V CONTROL WIRING
DRY CONTACT END.SWTCH FOR BOILER INTERFACE TO TEMPERATURE CONTROL IN POOL
CONTROL BOX. M.C. TO PROVIDE 24V CONTROL WIRING
5PA FILTER
(F -1)
roo
CIRCULATION
PUMP (CP -1)
HYDRO - THERAPY JET PUMP (JP -1)
.. , EQUI A #
SCALE: 112"= i -O""
AUTO -FILL
A U T � -' X AUTO -FILL CONTROL
:• (AF -1)
RC. PUMP SUPPLY LINE
CHLORINE
FEED PUMP
CF -3
(OPTIONAL)
BOILER SUPPLY LINES WITH ZONE VALVE
AND /OR CIRCULATION PUMP BY M.C. --
GFCI GFCI
BY IoI OUTLET OUTLETS BY
BY E.C. E.G.
M.C. HEAT
EXCHANGER
OZONE GENERATOR CHLORINE (H -1)
BY
P.C. (OG -1) - OPTIONAL GENERATOR
�! it OPTIONAL
"- --HIGH LIMIT
CHEMICAL CONTROLLER
(CC -1) - OPTIONAL
I' a 1
ACID FEED
CIRC. PUMP SKIMMER SUCTION LINE
'
PUMP
n
Lo
CF -•4
14 .
g
CIRC. PUMP FLOOR SUCTION LINE
a
CIRC. PUMP SKIMMER SUCTION LINE
Lo
CIRC. PUMP 5KIMMER SUCTION LINE
�}
C�d co
to
LU 0 p
FOR ACTUAL EQUIPMENT
�J
LAYOUT SEE �
PL2.1
FOR ACTUAL PLAN
HYDRAULIC
LAYOUT SEE I
COVER
MOTOR
HYDRAULIC LINE TO
EQUIPMENT ROOM
ELECTRICAL CONDUIT TO COVER MOTOR
FEEDER
(CF -1)
CHLORINE EROSION
MUM
0
EMERGENCY
SHUT -OFF
a
SPA LIGHT DECK
BOX - BY E.C.
FOK LIGHT
DETAILS SEE S
PLI.
SPA LIGHT
HYDRO - THERAPY
JET PUMP SUPPLY LINE
FOR ACTUAL PLAN
LAYOUT SEE I
L 1. ! JET PUMP FLOOR SUCTION LINE
FLOW SWITCH
,�— FLOW METER
PLOW SWITCH
r- FLOW METER
--HIGH LIMIT
CHEMICAL CONTROLLER
(CC-1) - OPTIONAL
1_ D
FILTER BACKWASH
LINE BY M.C. WITH
MIN, 4" DRAIN WITH
AIR GAP TO SANITARY
SEWER
CIRCULATION PUMP
POOL CONTROL
(PC -1)
OZONE GENERATOR
(OG-1)
CHLORINE GENERATOR
(CG -1)
AUTO -FILL CONTROL
AUTO
CIRCULATION
PUMP (CP -1)
JIM
LOAD CENTER
PROVIDED AND INSTALLED 13Y G.
NEED 30" x 3G" x G' -G" CLEARANC
DRY CONTACT END SWITCH FOR BOILER INTERFACE TO SAFETY CIRCUIT (PRE55URE/FLOW
SWITCH AND HIGH LIMIT SWITCH) M.C. TO PROVIDE 24V CONTROL WIRING
DRY CONTACT END SWITCH FOR BOILER INTERFACE TO TEMPERATURE CONTROL IN
POOL CONTROL BOX. M.C. TO PROVIDE 24V CONTROL WIRING
DRY CONTACT END SWITCH FOR BOILER INTERFACE TO SAFETY CIRCUIT (PRESSUKE/FLOW
SWITCH AND HIGH LIMIT SWITCH) M.C. TO PROVIDE 24V CONTROL WIRING
DRY CONTACT END.SWTCH FOR BOILER INTERFACE TO TEMPERATURE CONTROL IN POOL
CONTROL BOX. M.C. TO PROVIDE 24V CONTROL WIRING
5PA FILTER
(F -1)
roo
CIRCULATION
PUMP (CP -1)
HYDRO - THERAPY JET PUMP (JP -1)
.. , EQUI A #
SCALE: 112"= i -O""
AUTO -FILL
A U T � -' X AUTO -FILL CONTROL
:• (AF -1)
RC. PUMP SUPPLY LINE
CHLORINE
FEED PUMP
CF -3
(OPTIONAL)
BOILER SUPPLY LINES WITH ZONE VALVE
AND /OR CIRCULATION PUMP BY M.C. --
GFCI GFCI
BY IoI OUTLET OUTLETS BY
BY E.C. E.G.
M.C. HEAT
EXCHANGER
OZONE GENERATOR CHLORINE (H -1)
BY
P.C. (OG -1) - OPTIONAL GENERATOR
�! it OPTIONAL
"- --HIGH LIMIT
CHEMICAL CONTROLLER
(CC -1) - OPTIONAL
I' a 1
CIRC. PUMP FLOOR 5UCTCON LINE
FOR ACTUAL EQUIPMENT
LAYOUT SEE /
FILTER BACKWASH
LINE BY M.C. WITH
MIN. 4" DRAIN WITH
AIR GAP TO SANITARY
SEWER
CIRCULATION PUMP
(CP -1)
HYDRO - THERAPY
POOL CONTROL
(PC- I )
OZONE GENERATOR
(OG -1)
CHLORINE GENERATOR C
(CG -)) .
AUTO -FILL CONTROL
(AF -1)
LIGHTS r
LOAD CENTER
PROVIDED AND INSTALLED BY G.0 TIME CLOCK OR
(NEED 30" x 30 x G' -G" CLEARANCE) PHOTO VOLTAIC
- -__- (BY ELECTRICIAN)
POOL CONTROL
(C -1)
TIME CLOCK OR
PHOTO VOLTAIC
(BY ELECTRICIAN)
ACID FEED
'
PUMP
Lo
CF -•4
14 .
g
(OPTIONAL)
a
CIRC. PUMP SKIMMER SUCTION LINE
CIRC. PUMP FLOOR 5UCTCON LINE
FOR ACTUAL EQUIPMENT
LAYOUT SEE /
FILTER BACKWASH
LINE BY M.C. WITH
MIN. 4" DRAIN WITH
AIR GAP TO SANITARY
SEWER
CIRCULATION PUMP
(CP -1)
HYDRO - THERAPY
POOL CONTROL
(PC- I )
OZONE GENERATOR
(OG -1)
CHLORINE GENERATOR C
(CG -)) .
AUTO -FILL CONTROL
(AF -1)
LIGHTS r
LOAD CENTER
PROVIDED AND INSTALLED BY G.0 TIME CLOCK OR
(NEED 30" x 30 x G' -G" CLEARANCE) PHOTO VOLTAIC
- -__- (BY ELECTRICIAN)
POOL CONTROL
(C -1)
TIME CLOCK OR
PHOTO VOLTAIC
(BY ELECTRICIAN)
'
Lo
14 .
g
t
a
co c
Lo
�}
C�d co
to
LU 0 p
�J
LLJ
f
�.`
0
Lu
D
0
JIM
E
••
LO
i
* s
•
i
• i
1
i
f
p•
i O
i
LO
i ! 8 CC)
s '
i
* i s
i •
i
•
i e
i
W
Z U
E-- F-
z �
O �
a
R E c ! : Y
t
TO Bf STAIN LESS STEEL
ENLARGED COVER SECTION
SCALE: 1 1/2"= P -0"
POOL AND SPA STRUCTURAL NOTES:
rej
9
POOL DE51GN ASSUMES THAT STRUCTURAL DECK, BY G.C. 15 CAPABLE OF SUPPORTI G G50 P5F.
ALL REINFORCING STEEL SHALL BE DEFORMED BARS * CONFORM TO A5TM AG 15 GRA 40 OR
#4 BARS. SPLICES TO BE LAPPED 22" MINIMUM AND THE MINIMUM CLEARANCE BETWEEN
PARALLEL BARS 15 2j ".
GROUNDING PER N.E.C. /C.E.C. OF THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO
PLACEMENT OF CONCRETE,
SHOT CRETE (GUNITE) TO BE IN CONFORMANCE WITH I.B.C. 2003 SECTION 1914 AND SHALL
HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, AND CON515T OF I PART
PORTLAND CEMENT TO 4Y PARTS SAND AND 3 GALLONS OF WATER PER SACK OF CEMENT.
CEMENT SHALL CONFORM TO "STANDARD 5PECIFICATION5 FOR PORTLAND CEMENT' A5TM C 150.
USE TYPE V PORTLAND CEMENT IN AREAS WITH MORE THAN 2 % SULFATE CONTENT AND AS
DIRECTED BY LOCAL BUILDING CODES,
KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS.
ALL INTERIOR 5URFACE5 OF POOL AND SPA SHALL BE COATED WITH A WATERPROOF PLASTER
FINISH.
ALL MATERIAL TO BE 5TAINLE55 STEEL
PROJECT NO.
20713
155UE DATE
5D 1-17-08
50% CD 3 -18 -08
90% CD 4-11-08
95 %CD 4 -14 -08
100% CD 5 -2 -08
REV A G -30 -08
REV B 7-15-08
P L3. I
SAF Ebuilt Colorado
a
R E c ! : Y
t
TO Bf STAIN LESS STEEL
ENLARGED COVER SECTION
SCALE: 1 1/2"= P -0"
POOL AND SPA STRUCTURAL NOTES:
rej
9
POOL DE51GN ASSUMES THAT STRUCTURAL DECK, BY G.C. 15 CAPABLE OF SUPPORTI G G50 P5F.
ALL REINFORCING STEEL SHALL BE DEFORMED BARS * CONFORM TO A5TM AG 15 GRA 40 OR
#4 BARS. SPLICES TO BE LAPPED 22" MINIMUM AND THE MINIMUM CLEARANCE BETWEEN
PARALLEL BARS 15 2j ".
GROUNDING PER N.E.C. /C.E.C. OF THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO
PLACEMENT OF CONCRETE,
SHOT CRETE (GUNITE) TO BE IN CONFORMANCE WITH I.B.C. 2003 SECTION 1914 AND SHALL
HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, AND CON515T OF I PART
PORTLAND CEMENT TO 4Y PARTS SAND AND 3 GALLONS OF WATER PER SACK OF CEMENT.
CEMENT SHALL CONFORM TO "STANDARD 5PECIFICATION5 FOR PORTLAND CEMENT' A5TM C 150.
USE TYPE V PORTLAND CEMENT IN AREAS WITH MORE THAN 2 % SULFATE CONTENT AND AS
DIRECTED BY LOCAL BUILDING CODES,
KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS.
ALL INTERIOR 5URFACE5 OF POOL AND SPA SHALL BE COATED WITH A WATERPROOF PLASTER
FINISH.
ALL MATERIAL TO BE 5TAINLE55 STEEL
PROJECT NO.
20713
155UE DATE
5D 1-17-08
50% CD 3 -18 -08
90% CD 4-11-08
95 %CD 4 -14 -08
100% CD 5 -2 -08
REV A G -30 -08
REV B 7-15-08
P L3. I
SAF Ebuilt Colorado
P L3. I
SAF Ebuilt Colorado
RIGID, CELLULAf
1.1 LB/FT DD
FOOL REAR 5ECTION
5CALE: 1/2"= I'-0
0 24 11 M, FAI 10
5CALE: 1/2 " = 1' -0"
5FA REBAR 5f-
5CALE: 1/2"=1'-0
BAR5
O il O.C.
H WAY
JGID, CELLULAR
OLYSTYUNE, A5TM
;817 1.15 LB/fT
OENSITY OR GREATER, BY
- I
'IT
Fix
8212'-0"
4 1 1 1 i 1111111 [Jill ludlywrawilill 111111
An
Aco 4
0
1
z
Lu
il
o (\J > a :
1
1011 0
MI I. JN. J L
4 d.
g
T.O. CONC,1
5205
4 BAR5
RIGID, CELLULAR POLYSTYRENE, A5TM G81 7 @ 6' O.C.
1. 15 LB/fT DEN51TY OR GREATER, BY G.C. EACH WAY DRAIN MAT 5LOPE TO DRAIN
5UMP PUMP, BY G.C.
STRUCTURAL FILL BY G.C.
FOOL RE13AR SECTION
_
5CALE: 1/2"= I' -O"
wile i®
� # 4 BAK5 Nw
@ 5" O.C. N O6> 0:
EACH WAY
4
(3) # 4 BAR5
I T.O. PAVING
t- 82 2' -0"
I
m
8205-0
# 4 BARS
II
0 0
0 0
4 4
4
A <
RIGID, CELLU POLYSTYRENE, A5TM 6817
1. 15 LB/fT DEN51TY OR GREATER, BY G.C.
DRAIN MAT 5LOPE TO DRAIN
SUMP PUMP, BY G.C. -
5FA * FOOL RE13AR 5f CT10N
SCALE: 1/2 " = 1' -0"
4
46
POOL AND SPA STRUCTURAL NOTES:
I . POOL DE51GN A55UME5 THAT 5TRUCTURAL DECK, BY G.C. 15 CAPABLE Of 5UPPORTI G r.50 P5f.
2. ALL REINFORCING 5TEEL5HALL BE DEFORMED BAR5 t-CONFORM TO A5TM AG 1 5 GRA 40 OR
#4 BARS. SPLICE5 TO BE LAPPED 22" MINIMUM AND THE MINIMUM CLEARANCE BETWEEN
PARALLEL BAR5 15 2Y2".
3. GROUNDING PER N.E.C./C.E.C. Of THE STRUCTURAL REINFORCING MUST BE IN5TALLED PRIOR TO
PLACEMENT Of CONCRETE.
4. 5HOT CRETE (GUNITE) TO BE IN CONFORMANCE WITH I.B.C. 2003 5ECTION 1914 AND 5HALL
HAVE A MINIMUM COMPRE551VE 5TRENGTH Of 3000 P51 AT 28 DAY5, AND CON515T Of I PART
PORTLAND CEMENT TO 4/2 PARTS SAND AND 3 GALLON5 Of WATER PER 5ACK Of CEMENT.
5. CEMENT SHALL CONFORM TO "5TANDARD 5PffCIfICATION:5 FOR PORTLAND CEMENT" A5TM C 150.
G. U5E TYPE V PORTLAND CEMENT IN AREAS WITH MORE THAN 2 % 5ULfATf CONTENT AND A5
DIRECTED BY LOCAL BUILDING CODE5.
7. KEEP CONCRETE DAMP CONTINUOU5LY FOR 14 DAY5.
8. ALL INTERIOR 5URfACE5 Of POOL AND 5PA 5HALL BE COATED WITH A WATERPROOF PLA5TER
fIN15H.
9. ALL MATERIAL TO BE 5TAINLESS 5TEEL