HomeMy WebLinkAboutRevised Engineering LENGTH LADDERS ARE TO BE
GENERAL NOTES 6" WATER COPING WATER CROSS BRACED PER z ESCUTCHEON
1. For pool plan, size, deck, and special details, see Contractor's Pool Plan. WATER
LINE TILES X LINE MANUFACTURERS SPECS PLATE
2. Pool Walls shall be 5" thick and Floors shall be 6" thick and shall be pneumatically LINE 14" MIN. S.S. LADDER � POOL
P y POOL 5 DRAIN GRATE/COVER _ DECK
applied Concrete with a Compressive Strength of 3,000 psi in 28 days. Concrete STEPS X ui MUST CONFORM TO N 18" MAX. WATER
Decks shall be 2,500 psi. Concrete construction will conform to ACI Standard 318. i'`•' � z POOL ASME/ANSI Al12.19.8 5 LEVEL EXPANSION
3. All Pool design, construction and workmanship shall be in conformity with the 00 w LIGHT OR ANY SUCCESSOR SLIP RESISTANT JOINTS AS
requirements of Florida Building Code, 7th Edition,2020 (FBC) Accessibility; FBC cn STANDARD f WEDGE REQUIRED
Building; FBC Residential, and; ANSI/APSP/ICC-3,ANSI/APSP/ICC-4, POOL STEPS: TREAD SURFACE ANCHOR
ANSI/APSP/ICC-5;ANSI/APSP/ICC-6 and ANSI/APSP-7; ANSI/APSP-15 and the RISERS: 12" MAX. ,.--DUAL SUCTION OUTLET AND APPROVED GRATE/COVER ADDITIONAL CONCRETE
Adopted National Electric Code 2017 (NEC) and TREAD: 10" MIN. (240 SQ. IN. MIN.) WITH 3'-0" OF SEPARATION CENTER LINE TO UNDISTURBED AS REQUIRED FOR
Chapter 45 of the Florida Building Code,7 th Edition,2020,Residential. CENTER LINE OR APPROVED CHANNEL DRAIN SOILS 3" MIN. TO 6" MAX STURDY INSTALLATION
4. All Pool Piping to be Schedule 40 PVC, bearing the mark of NSF Approval unless POOL SECT/ON SET INTO CENTER OF STEEL GRID AT THE (NO VOIDS) BETWEEN TREAD #8 BARE, SOLID, COPPER
otherwise noted. POOLS DEEPEST POINT AND POOL WALL RUBBER 5"
5. All ReinforcingSteel to conform to ASTM 615, Grade 40. Reinforcing shall be 3 (LONGITUDINAL) ~ CONDUCTOR TO SHELL
g # CONCRETE DECK (OPTIONAL) W/ SLIP RESISTANT SWIM—OUT DETAIL BUMPER
bars at 12" on center in each direction, w/ 15" lap joints in walls and floors up TOPPING ON COMPACTED GROUND W/ ALL DECK OVER REINFORCING
to 6'. Where the pool depth is over Eft (measured vertically down from the ORGANIC MATERIAL REMOVED. 4" NOM. THK. W/ g°° POUR OR TYPICAL LADDER DETAIL
Waterline), use #3 bars at 6" on center in each direction in the areas that exceed
6ft in depth. FIBER MESH OR 5" NOM. THK. W/ #3 REBARS. BRICK COPING
If Concrete is cast against Bare Earth without a Separation Barrier, the minimum 1— 3 BAR CONT. IN 5" THK WALL. 4'-0° #8 AWG COPPER WIRE
g p # JUNCTION BOX cover shall be 3". With a Barrier (Steeltex) between Concrete and Earth, the (USE 2—#3 BARS CONT. IN 8"x8" (BY OTHERS) LINE WATER TIME
minimum cover shall be %".Min.cover shall be 1 1/2"between steel and main drains and piping. BOND BEAMS) � TO SERVICE CLOCK
6. All Metallic Pool Fittings within 5' of the inside wall and deck reinforcing steel to be °O TO TRANSFORMER 6" OF 1—#3 BAR PANEL
WATER WATER
bonded to the Pool Reinforcing Steel with #8 AWG Copper Wire. The #8 Copper (BY OTHERS) 2—#3 BARS CONT. IN 5"
LINE SPST TOGGLE W P
Wire to be run internally and externally with the NEC approved PVC Light Conduit � o w CONT. IN TILES BEAM BOND 4—0 SWITCH DISC.
form the Light Niche to the Junction Box. Completion of the pool grounding to the J 8"X8" BOND
Electrical Panel Ground to be by Electrician. JUNCTION 7. Bond all Sheathed Cables, Raceways, Metal Piping and all Fixed Metal Parts not BEAM 5 5" POOL BOX TRANS.TA
separated by a permanent barrier, if within 5'-0" Horizontally from Water and MARBLE W WI APPROVED LIGHT IN COMPLIANCE —{ f--{ DECK
APPROVED
LATEST ADOPTED NEC
12'-0° Vertically of Maximum Water Level. PLASTER MIN. 1Y" COVER WATER ALL ELECTRICAL WORK
8. Equipotential Bonding to be accomplished in accordance with Article 680 of the FINISH OVER ALL BARS LINE SHALL CONFORM WITH
Adopted National Electrical Code 2017 (NEC). (SEE NOTE #5) ART. 680 OF THE
9. Pool or Patio shall bear only on Rock or Clean Sand, which shall be compacted to , ' 3 #12 IN Y" LATEST ADAPTED NEC.
provide a Structurally Safe Bearing Capacity. Any Unsuitable Material encountered in ALTERNATE BEAM F CONDUIT
excavation shall be removed in its entirety and the area shall be backfilled with STEELTEX OPTIONAL # F/N/SH DETA/L U.L APPROVED LIGHT IN COMPLIANCE
acceptable material and properly compacted. Where unsuitable Material cannot be ( ) 3 BARS @ 12" O.C. EACH WAY WITH LATEST ADOPTED NEC
removed, the pool must be redesigned. POOL STRUCTURAL DETAILS
10. The Contractor must protect Existing Structures from failure by acceptable methods DISTANCE LESS NEW OR
if required. The Engineer accepts no responsibility for the safety of Existing VARIES 18 THAN 1 ON 1 + 1 EXISTING ELECTRICAL DIAGRAM
Structures. COPING STRUCTURE
11. The Design Engineer assumes no responsibility for pool construction in Easements or SEE SEAT
Required Setback areas. Pool Contractor and/or Owner shall verify the layout and WATER PLAN JETS MAY RUN WATER _
all dim HORIZONTALLesions shown prior to construction. LINE LINE
12. Contractor shall determine the location of all Utilities in relation to the Pool and its 00 WITHIN WALL -III-I -I
Equipment and ensure minimum clearances in accordance with Local Regulations 5 THERAPY 0 C.BARS EACH WAY III-III
and Ordinances. LINES — CONTRACTOR MUST PLACE ALL STEEL IN THE POOL
13. Contractor shall provide adequate Temporary Fencing around the construction area 4° 6" WALL III=WALL AT NO MORE THAN 6" ON CENTER IN BOTH
to prevent unauthorized entry into the Pool Area. RETURN THICKNESS DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL
14. If a water supply is provided, a minimum 3" Atmospheric Break will be provided. LINES MARBLE =SHELL WALL SHALL BE CONSTRUCTED TO 6" THICKNES`,
15. All Structural, Filtration and Electrical details outlined in these drawings also relate GUNITE PLASTER I—III THE STEEL MAT AND THICKER SHELL WALL SHALL
to Spa Construction. #3 BARS @ REBOUND FINISH —III_ EXTEND ALONG THE CRITICAL AREA AND TO A POINT
16. All Pool and Spa Heaters shall be equipped with an On/Off Switch mounted for 12" O.C.E.W. RAINS AND DRAIN GRATE/COVER —_III—i WHICH IS GREATER THAN THE MINIMUM REQUIRED AS
easy access to allow the Heater to be Shut Off without adjusting the Thermostat TO COMPLY WITH ASME/ANSI Al12.19.8 = — — —III= DETERMINED BY THE 1 ON 1 + 1 METHOD.
settings and to allow restarting without relighting the Pilot Light. OR ANY SUCCESSOR STANDARD
17. WARNING! To empty the Pool for any reason, the Hydrostatic Uplift Pressure must PLAN EXPIRES 1 YEAR FROM SIGNATURE DATE OR ON
be eliminated. The Owner must consult a Contractor experienced in eliminating SPA STRUCTURAL DETAILS TYPICAL WALL AND THE EFFECTIVE DATE OF A MAJOR CODE CHANGE.
Uplift Pressure. FLOOR WITHIN THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED
SPILLWAY PER RAISED SPA WALLS BY LARRY B.SCHNAPER,PE ON THE DATE SHOWN ON THE { 3028 KananwocdCt
1 MAIN DRAIN LINE THICKER THAN 10"SHALL ANGLE OF REPOSE TIME STAMP USING A DIGITAL SIGNATURE.PRINTED COPIES Ste.1016
CONTRACTORS POOL OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND Oviedo FL 32765
E 2 SKIMMER LINE PLAN HAVE 2 MATS OF STEEL-#3 iPn��.S
3 WASTE LINE COPING BARS @ 12"O.C.E.W. SEALED AND THESIGNATURE MUST BE VERIFIED ON ANY (407)366-4600
p 4 RETURN LINE ELECTRONIC COPIES. CPC1457252
3 5 PRESSURE CLEANING WATERLINE TILES
C �er ev B,SCy Digitally signed by Larry B
LINE (OPTIONAL) WATER ytiCENS�q� Schnaper
r Q �_P DIN:c=US,o=SKILO ENGINEERING RESIDENTIAL SWIMMING POOL
A HAIR & LINT STRAINER � 32046 w SERVICES INC.,
5 B RECIRCULATION PUMP C FILTERS Li
SPECIFICATION FOR:
B INTERIOR = ou=AO141000000017188FOOA4C
4 A POOL FINISH ATE oP 7
D IN—LINE CHLORINATOR � �ORI� C> 00001 E91,cn=Larry B Schnaper
(OPTIONAL) AL ��� Date:2021.03.12 13:59:55-05'00' 23RD STREET ENTERPRISES LLC
2 E HEATERS #3 REBAR @ 12"
1 O.C.E.W. Skilo Engineering Services,Inc. 7840 SADDLEBROOK DR
FILTER SYSTEM RAISED SPA DETAIL Larry B.2431 Aper,PE-F Ste.PE24 O.32046 PORT ST LUCIE FL 34986
lomNTS Winter Park,FL 32792 (407)275-1099
COMPACTED 1—#3 BAR CONTINUOUS COMPACTED PAVER TRAVERTINE OR 1—#3 BAR CONTINUOUS BRICK PAVER BRICK PAVER OR TRAVERTINE
TURNDOWN NOTES CONCRETE
POOL DECK 1—#5 BAR VERTICALLY POOL DECK 1—#5 BAR VERTICALLY POOL DECK
1. Detail is based on NO surcharge behind the Turndown and the Ground away from SUBGRADE AT 36" ON CENTER BASE MATERIAL AT 36" ON CENTER
the Turndown is Level (>4 to 1). Turndown may abut Ribbon Footer and be tied Z I
into Footer if Appropriate, with 3 Rebar. N A = 6" to 24"
# PROPOSED FINISHED B = % x A (4.5" to 18") �N'� i iN'iN PAVER SECURED TO TOP
v� N'/' N'/N'% N a %<i /i/i��/�� OF TURNDOWN BY PAVER
2. Turndown shall bear on Rock, Clean Sand or Structurally Sound Soils (>1,500 PSF) ��� GRADE (COMPACTED) %�i;�iy PROPOSED FINISHED ��!��� INDUSTRY STANDARDS
that shall be compacted to provide Optimum Bearing Capacity and prevent Settling 1—#5 BAR CONTINUOUS z COMPACTED SUBGRADE '% GRADE (COMPACTED)
or Shifting. �� `n 4 MIN. � >�
1—#5 BAR CONTINOUS m 4 MIN. SEE PAVER DECK
i TURNDOWN DETAIL
3. All ReinforcingSteel is to Conform to ASTM 615, Grade 40. REFER TO NOTE 7: 8�'� % ;�;�1 i�i���������
4"0 CONCRETE PILASTER M ��� FOR INFORMATION T��Y!�
4. Concrete shall contain Fiber Mesh and have a 28 Day Compressive Strength of AT 5'-0" ON CENTER WITH EXISTING REFER TO NOTE 7: 8' a NOT SHOWN
2,500 PSI. 1—#3 BAR VERTICALLY nn GRADE 4"0 CONCRETE PILASTER
AT 5'-0" ON CENTER WITH �o o EXISTING
5. All Construction to Conform to Florida Building Code, 7th Edition, 2020, FBC z — 1—#3 BAR VERTICALLY " GRADE
Building and FBC Residential. —III nu
p iiil� Z III III III III
6. Refer to Contractor's Plan on file with the Building Department for Details on 'I 111 I III III_
Turndown Location.
7. If the Base of the Turndown does not extend into the Old (Existing) Ground, a 4"0 CONCRETE DECK TURNDOWN ALTERNATE PAVER ON TURNDOWN
Pilaster will be required every 5'-0" that will be either 2'-0" into the Ground or PA VER DECK TURNDOWN
to 6" into the Indigenous Material, Whichever is Deeper. The Pilaster will have a DRAINAGE SWALE 1—#3 BAR CONTINUOUS
#3 Rebar tied into the #5 Rebar in the base of the Vertical Pour. PROPOSED PROPOSED CONCRETE CONCRETE
�
8. A Deck Turndown is NOT intended to be a substatute for a Retaining POOL DECK POOL DECK 1—#5 BAR VERTICALLY
FINISHED FINISHED
Wall. If the GRADE e GRADE ° _ ��i��ii��i��i���ii ��i�X AT 36" ON CENTER
Vertical Dimension from the Top of the Concrete Deck to the Old (Existing) Ground ° "' ����� ���� T�
ii
reaches 36" for a 6" Turndown, 42" for a 12" Turndown, 48" for a 18" turndown, - 0D Q �Ni 1—#5 BAR CONTINUOUS
54" for a 24" Turndown, for more than 20% of the Turndown Length or the DECK
Finished Grade Slope exceeds (steeper than) 4' Horizontally and 1' Vertically, a 8" 1—#5 BAR A = 6" to 24"
CONTINUOUS B = 4 x A PAVER,TRAVERTINE,
Turndown should not be used. (4.5" to 18") OR CONCRETE
9. For a Paver Deck, if the Vertical Dimension from the Top of the Deck to the Old NO FOOTER 8" x 8" FO0TER
(Existing) Ground reaches 24" for a 6" Turndown, 30" for a 12" Turndown, 36" for '��y
a 18" Turndown, 42" for a 24" Turndown, for more than 20% of the Turndown °O P ��y�� N��� MPACTED BASE
Length or the Finished Grade Slope exceeds (steeper than) 4' Horizontally and 1' CONCRETE CONCRETE i;` MATERIAL FOR PAVER
Vertically, a Turndown shall not be used. PROPOSED POOL DECK PROPOSED POOL DECK OR TRAVERTINE DECK
FINISHED FINISHED COMPACTED SUBGRADE
10. If a Screen Enclosure is to be installed, the Swimming Pool Contractor must GRADE GRADE D
coordinate Design and Construction of the Turndown Requirements with the Screen co
• °• °
Contractor to Ensure it meets their Requirements. - ` - TURN UP CURB DETAIL
12" 2—#5 BARS D 2—#5 BARS
FOOTER NOTES CONTINUOUS 12„ CONTINUOUS
1. If a Screen Enclosure is to be installed, the Swimming Pool Contractor must 8" x 12" FOOTER 12" x 12" FOOTER
Coordinate Design and Construction of any required Footer with the Screen BRICK PAVER OR TRAVERTINE BRICK PAVER OR TRAVERTINE
Contractor. PROPOSED POOL DECK PROPOSED POOL DECK
FINISHED IFINISHED
2. Footer shall bear on Rock, Sand or Structurally Sound Soils (>1,500 PSF) that GRADE
shall be compacted to provide Optimum Bearing Capacity and prevent Settling or "' LIIGRADE
Shifting. N o
O P• O PLAN EXPIRES 1 YEAR FROM SIGNATURE DATE OR ON THE
3. Concrete shall have a 28 Day Compressive Strength of 2,500 PSI with Fiber Mesh D 2—#5 BARS �I8- 1—#5 BAREFFECTIVE DATE OF A MAJOR CODE CHANGEor 6x6-10x10 W.W. Mesh. CONTINUOUS
16" CONTINUOUS THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND
4. (3) #3 Rebars is Equivalent to (1) #5 Rebar. » » p�� SEALED BY LARRY B.SCHNAPER, PE ON THE DATE SHOWN 3028 KananwoodCt
12 x 16 FO0TER p x 8" FO0TER ON THE TIME STAMP USING A DIGITAL SIGNATURE. PRINTE Ste. 1016
COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNE Oviedo FL 32765
5• Paver or Travertine deck may be placed over the top of the Footer or abutting W PA VER DECK POOLS
W� PAVER DECK AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON (407)366-0600
the Side of the Footer. ANY ELECTRONIC COPIES. CPC1457252
BRICK PAVER OR TRAVERTINE
TRAVERTINE OR PROPOSED POOL DECK y B SCN Digitally signed by Larry B
BRICK PAVER OPTIONAL EDGE LENS �o
TRAVERTINE OR RESTRAINT FINISHED � ti �` � Schnaper
PROPOSED POOL DECK BRICK PAVER PROPOSED GRADE ., - DN:c=US,o=SKILO ENGINEERING DECK, FOOTER,AND TURNDOWN
FINISHED POOL DECK FINISHED GRADE _� ft122—#5
3 2 0 4 6 w SERVICES INC., SPECIFICATION SHEET FOR:
GRADE a p ° - STATE of = ou=A0141000000017188FOOA4C
NRI�P 00001 E91,cn=Larry B Schnaper
� ������ COMPACTED BARS �10NAN �� Date:2021.03.12 14:00:41 -05'00' 23RD STREET ENTERPRISES LLC
- COMPACTED PAVER BASE CONTINUOUS
CONCRETE SUBGRADE ing Services, Inc. 7840 SADDLEBROOK DR
8" x 12" FOOTER
PAVERS ON CONCRETE DECK PAVER DECK WITHOUT FOOTER Larry B.kilo hnalper,,rPE FL PE NO.32046 PORT ST LUCIE FL 34986
CONCRETE DECK MAY BE CONSTRUCTED WITH A FOOTER OPTIONAL: CONCRETE OR PLASTIC EDGE RESTRAINT MAY BE 2431 Aloma Ave.,Ste.124
OR WITHOUT A FOOTER ADDED TO THE DECK PERIMETER AS NEEDED TO SECURE PAVERS WZ PA VER DECK NTS Winter Park, FL 32792 (407)275-1099
GENERAL NOTES
1. ALL POOL DESIGN AND CONSTRUCTION SHALL COMPLY WITH
THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
2. CONCRETE SHALL BE 3000 PSI AT 28 DAYS COMPRESSIVE
STRENGTH.
3. REINFORCING STEEL SHALL COMPLY WITH ASTM 615 GRADE 40. BAR OR TABLE TOP
4. REFER TO THE SWIMMING POOL SPECIFICATION ENGINEERING
FOR FURTHER CONSTRUCTION REQUIREMENTS. WATERLINE
5. FOR MORE SPECIFIC DATA REGARDING THE LOCATION OF THE
STRUCTURE(S) AND FURTHER DETAILS REFER TO CONTRACTOR'S TYP 16" DIAM
POOL LAYOUT.
6. THE CONTRACTOR SHALL MEET OR EXCEED THE ENGINEERING 3 -#3 BARS VERT
REQUIREMENTS MIN 1.5" COVER
TYP W/ MIN 15" LAP
24" INTO POOL FLOOR
HEIGHT STEEL
STOOL HEIGHT AND
DIAMETER MAY VARY
TOP VIEW
POOL FLOOR
CROSS SECTION
SCALE 1" = 1' 0"
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY LARRY B.
SCHNAPER, PE ON THE DATE SHOWN ON THE TIME STAMP USING A DIGITAL
SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED
AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 3028 KananwoodCt
SCSN Digitally signed by Larry B ` LAS Ste. 1016
�CENS�go Schnaper Oviedo FL 32765
DN:c=US,o=SKILO ENGINEERING CPC1457252 0
PC725�
32046 W SERVICES INC.,
CD STATE OF Z ou=A01 41 00000001 7188FOOA4C
00001 E91,cn=Larry B Schnaper POOL BAR STOOL DETAIL
l�NAL Date:2021.03.12 14:00:20-05'00'
23RD STREET ENTERPRISES LLC
Skilo Engineering Services, Inc. 7840 SADDLEBROOK DR
Larry B. Schnaper, P.E. - FL PE NO. 32046 PORT ST LUCI E FL 34986
2431 Aloma Ave., Ste. 124 Winter Park, FL 32792
(407)275-1099