HomeMy WebLinkAboutAPPROVED, PPB-FERREIRA 2022.01.11 FINAL_PG-5RESIDENTIAL POOL NOTES:
GOVERNING CODES and GENERAL NOTES:
2020 Florida Building Code (FBC), 7th Edition and all other codes, rules, regulations, and restrictions having
jurisdiction on the project shall govern including FBC 7th Edition Building, Residential, Fuel Gas and Energy
Conservation
FBC 7th Edition Energy Conservation C404.2, Service Water Heating Equipment Performance Efficiency:
Gas Pool Heaters 82%, Heat Pump 4.0 COP, shall be met for this project
FBC 7th Edition Residential Chapter 45: Swimming Pools and Building Chapter 4, Section 454 Swimming
Pools and Bathing Places (Public and Private) shall specifically govern
FBC 7th Edition R4501.6.1 Conformance Standard: Design, construction and workmanship shall be in
conformity with the requirements of ANSI/APSP/ICC 3; ANSI/APSP/ICC 4; ANSI/APSP/ICC 5; ANSI/APSP/
ICC 6; ANSI/APSP/ICC 7
FBC 7th Edition Building Chapter 4, Section 454.1.6.5.10.4 If the area is subject to high ground water, the
pool shall be designed to withstand hydraulic uplift or shall be provided with hydrostatic relief devices. FBC 7th
Edition Section 454.2.21.4 and R4501.21.4 Hydrostatic Relief Device. In areas of anticipated water table an
approved hydrostatic relief device shall be installed
FBC 7th Edition R4501.6.3 Water Velocity. Pool piping is designed so the water velocity will not exceed 10
feet per second for pressure piping and 8 feet per second for suction piping. Main suction outlet velocity must
comply with ANSI/APSP/ICC 7. Exception: Jet inlet fittings shall not be deemed subject to this requiremet
Concrete shall conform to the latest edition of ACI 301 and ACI 318, with minimum 28-day compressive
strength of 3,500 psi. Pool concrete can be applied pneumatically and shall conform to the latest edition of ACI
506.2
Reinforcing Steel shall conform to the latest edition of ASTM A615, Grade 40 (#3, #4), Grade 60 (#5) and
have a minimum lap distance of 18” for #3, 24” for #4 and 30” for #5 to meet the requirements of the latest
edition of ACI 318. Discontinuous reinforcement bars shall terminate in standard ACI hooks. All hooks are
standard unless otherwise noted
FBC 7th Edition Building 1903.3 Glass Fiber Reinforced Concrete GFRC and the materials used in such
concrete shall be in accordance with the PCI MNL 128 Standard, if shown on the drawings
Pool Piping shall be N.S.F approved and minimum Schedule 40
NDPES: A silt fence and any other item, such as a construction entrance, with tire wash station shall be
installed and inspected, if required, prior to construction surrounding the work area meeting the requirements of
the AHJ
OSHA 1926: Safety and Health Regulations for Construction shall be followed especially during open
excavation and trenching
Contractor shall be responsible to secure and protect all material brought on site, shall restore all areas
impacted by the construction work to the preexisting condition or better and shall not impact drainage/lake, right
of way or any other easements without consent
Existing conditions, dimensions and quantities shall be field verified by Contractor prior to construction, as the
Engineer has not been to the location. Typical field conditions are assumed in the design. Should anything
differ from that specified herein or standard field conditions, additional engineering may be required and the
Engineer shall be contacted to provide direction. Care shall be taken by Contractor in all applications of these
drawings. The equipment and piping physical location may differ in the field due to unforeseen conditions or
other factors. These drawings shall not be scaled, written dimensions shall take precedence. Contractor shall
be responsible to locate and install items in a location that meets local codes
These drawings are the property of Wayne Markham Bennett, P.E. Use of these drawings without
permission from the Engineer is prohibited. The Engineer does not review the drawings for compliance with the
agreement between Contractor and Homeowner. The Engineer is not responsible for any encroachment into
easements or setbacks, even if approved by the AHJ. The Contractor shall verify compliance with setbacks
and easements. The Engineer reviews the plans for code compliance to the best of his knowledge.
Use of these drawings by the Contractor and Homeowner indemnifies and holds harmless the Engineer for all
costs and damages including legal fees resulting from material fabrication, system erection and construction
practices beyond which is called for Local, State and Federal Codes and from deviations of these plans except
as expressly provided herein. The Engineer is not responsible for and has no liability for construction in
setbacks or easements, and Contractor and/or Homeowner requirements and/or agreements related to the Pool
and/or Spa. Regardless of cause, the Engineer’s Liability in relation to these plans is limited to the lesser of
$500 or the fee charged by the Engineer for these plans.
WARNING: To empty pool of water after construction for any reason, the hydrostatic uplift pressures beneath
the pool must be eliminated to prevent the pool from floating upward. Owner must consult a pool contractor
experienced in eliminating uplift pressure
POOL EQUIPMENT and ANCHORING:
Pool Equipment Elevation shall be at a minimum of the Design Flood Elevation (FBC 7th Edition Residential R322.1.4) plus 1 foot or according to the Authority Having Jurisdiction
FBC 7th Edition Building 1620 HVHZ Wind Loads and 1621 HVHZ Overturning Moment and Uplift Pool Equipment shall be designed, constructed and installed to meet the requirements of ASCE 7. Equipment tie down shall be
as follows, Heaters 4 total (1 per side or 2 per opposite sides); Others 2 total: 3-1/2” minimum thick, 3000 psi concrete slab, 3” larger than on each side than the equipment; ¼” diameter Tapcon® Concrete Screws (1600# tension,
1290# shear, 1-1/2” embedment in 2000 psi concrete) or equal with stainless steel fender washer into factory provided hold downs or 1” wide, 14 gauge galvanized straps with 2 stainless steel, #10 x ¾” Pan Head Phillips SS screws
each strap into metal frame of equipment
FBC 7th Edition Building 1907.1 General The thickness of concrete equipment slab supported directly on the ground shall not be less than 3-1/2 inches thick and shall not require a vapor barrier.
Equipment Location and Screening: The equipment and piping physical location may differ in the field due to unforeseen conditions or other factors. Contractor shall be responsible to locate and install items in a location that
meets local zoning code and to provide code compliant landscape or fence screening
SWIMMING BARRIER REQUIREMENTS:
FBC 7th Edition Residential R4501.17 Residential Swimming Barrier Requirement Residential swimming pools shall comply with Sections R4501.17.1 through R4501.17.3. Exception: A swimming pool with an approved safety
pool cover complying with ASTM F1346
FBC 7th Edition Residential R4501.17.1 Outdoor Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14
A Swimming Barrier around the pool area that meets the above code is required prior to final pool structural inspection and filling of the pool
FLOOD ZONE:
FBC 7th Edition Residential R322 Flood-Resistant Construction structures constructed in whole or part in flood hazard areas shall be designed and constructed in accordance with the provisions of this section, especially
R322.1.2 Structural Systems, 322.1.3 Flood-Resistant Construction and R322.2.5 Pools in Flood Hazard Areas. If structures constructed in whole or part in floodways shall be designed and constructed in accordance with
ASCE 24 and the construction of this pool will not increase the design flood elevation
SOIL BEARING and FOUNDATION NOTES:
No Piles and without Soil Report:
FBC 7th Edition Building 1803 Geotechnical Investigations: The Building Official shall be permitted to waive the requirement. Allowable Bearing Capacity: Based on rational analysis through knowledge of other projects in the
vicinity and a visual examination of the surface soil, finding sand and rock, the pool foundation has been designed assuming 2,000 psf soil bearing capacity per Table R401.4.1. If during excavation deleterious material (such as silt,
peat, muck, clay, etc.) is found that cannot provide 2,000 psf, the Engineer shall be contacted to provide direction
DRAFTED BY: G.S.M.DESIGNER
A Custom Pool Designed Especially For:A Custom Pool Designed Especially For:
1/7/2022
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
IF THERE IS A DIGITAL SIGNATURE ON THE FRONT/FIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
JENSEN BEACH, FL 34957-7212
(954) 818-3825 / wayne@wmb-pe.com
DRAFTED BY: G.S.M.DESIGNER
A Custom Pool Designed Especially For:
1/7/2022
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
IF THERE IS A DIGITAL SIGNATURE ON THE FRONT/FIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
JENSEN BEACH, FL 34957-7212
(954) 818-3825 / wayne@wmb-pe.com
DRAFTED BY: G.S.M.DESIGNER
A Custom Pool Designed Especially For:
1/7/2022
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
IF THERE IS A DIGITAL SIGNATURE ON THE FRONT/FIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
JENSEN BEACH, FL 34957-7212
(954) 818-3825 / wayne@wmb-pe.com
NOTES
RESIDENTIAL POOL NOTES:
GOVERNING CODES and GENERAL NOTES:
2020 Florida Building Code (FBC), 7th Edition and all other codes, rules, regulations, and restrictions having
jurisdiction on the project shall govern including FBC 7th Edition Building, Residential, Fuel Gas and Energy
Conservation
FBC 7th Edition Energy Conservation C404.2, Service Water Heating Equipment Performance Efficiency:
Gas Pool Heaters 82%, Heat Pump 4.0 COP, shall be met for this project
FBC 7th Edition Residential Chapter 45: Swimming Pools and Building Chapter 4, Section 454 Swimming
Pools and Bathing Places (Public and Private) shall specifically govern
FBC 7th Edition R4501.6.1 Conformance Standard: Design, construction and workmanship shall be in
conformity with the requirements of ANSI/APSP/ICC 3; ANSI/APSP/ICC 4; ANSI/APSP/ICC 5; ANSI/APSP/
ICC 6; ANSI/APSP/ICC 7
FBC 7th Edition Building Chapter 4, Section 454.1.6.5.10.4 If the area is subject to high ground water, the
pool shall be designed to withstand hydraulic uplift or shall be provided with hydrostatic relief devices. FBC 7th
Edition Section 454.2.21.4 and R4501.21.4 Hydrostatic Relief Device. In areas of anticipated water table an
approved hydrostatic relief device shall be installed
FBC 7th Edition R4501.6.3 Water Velocity. Pool piping is designed so the water velocity will not exceed 10
feet per second for pressure piping and 8 feet per second for suction piping. Main suction outlet velocity must
comply with ANSI/APSP/ICC 7. Exception: Jet inlet fittings shall not be deemed subject to this requiremet
Concrete shall conform to the latest edition of ACI 301 and ACI 318, with minimum 28-day compressive
strength of 3,500 psi. Pool concrete can be applied pneumatically and shall conform to the latest edition of ACI
506.2
Reinforcing Steel shall conform to the latest edition of ASTM A615, Grade 40 (#3, #4), Grade 60 (#5) and
have a minimum lap distance of 18” for #3, 24” for #4 and 30” for #5 to meet the requirements of the latest
edition of ACI 318. Discontinuous reinforcement bars shall terminate in standard ACI hooks. All hooks are
standard unless otherwise noted
FBC 7th Edition Building 1903.3 Glass Fiber Reinforced Concrete GFRC and the materials used in such
concrete shall be in accordance with the PCI MNL 128 Standard, if shown on the drawings
Pool Piping shall be N.S.F approved and minimum Schedule 40
NDPES: A silt fence and any other item, such as a construction entrance, with tire wash station shall be
installed and inspected, if required, prior to construction surrounding the work area meeting the requirements of
the AHJ
OSHA 1926: Safety and Health Regulations for Construction shall be followed especially during open
excavation and trenching
Contractor shall be responsible to secure and protect all material brought on site, shall restore all areas
impacted by the construction work to the preexisting condition or better and shall not impact drainage/lake, right
of way or any other easements without consent
Existing conditions, dimensions and quantities shall be field verified by Contractor prior to construction, as the
Engineer has not been to the location. Typical field conditions are assumed in the design. Should anything
differ from that specified herein or standard field conditions, additional engineering may be required and the
Engineer shall be contacted to provide direction. Care shall be taken by Contractor in all applications of these
drawings. The equipment and piping physical location may differ in the field due to unforeseen conditions or
other factors. These drawings shall not be scaled, written dimensions shall take precedence. Contractor shall
be responsible to locate and install items in a location that meets local codes
These drawings are the property of Wayne Markham Bennett, P.E. Use of these drawings without
permission from the Engineer is prohibited. The Engineer does not review the drawings for compliance with the
agreement between Contractor and Homeowner. The Engineer is not responsible for any encroachment into
easements or setbacks, even if approved by the AHJ. The Contractor shall verify compliance with setbacks
and easements. The Engineer reviews the plans for code compliance to the best of his knowledge.
Use of these drawings by the Contractor and Homeowner indemnifies and holds harmless the Engineer for all
costs and damages including legal fees resulting from material fabrication, system erection and construction
practices beyond which is called for Local, State and Federal Codes and from deviations of these plans except
as expressly provided herein. The Engineer is not responsible for and has no liability for construction in
setbacks or easements, and Contractor and/or Homeowner requirements and/or agreements related to the Pool
and/or Spa. Regardless of cause, the Engineer’s Liability in relation to these plans is limited to the lesser of
$500 or the fee charged by the Engineer for these plans.
WARNING: To empty pool of water after construction for any reason, the hydrostatic uplift pressures beneath
the pool must be eliminated to prevent the pool from floating upward. Owner must consult a pool contractor
experienced in eliminating uplift pressure
POOL EQUIPMENT and ANCHORING:
Pool Equipment Elevation shall be at a minimum of the Design Flood Elevation (FBC 7th Edition Residential R322.1.4) plus 1 foot or according to the Authority Having Jurisdiction
FBC 7th Edition Building 1620 HVHZ Wind Loads and 1621 HVHZ Overturning Moment and Uplift Pool Equipment shall be designed, constructed and installed to meet the requirements of ASCE 7. Equipment tie down shall be
as follows, Heaters 4 total (1 per side or 2 per opposite sides); Others 2 total: 3-1/2” minimum thick, 3000 psi concrete slab, 3” larger than on each side than the equipment; ¼” diameter Tapcon® Concrete Screws (1600# tension,
1290# shear, 1-1/2” embedment in 2000 psi concrete) or equal with stainless steel fender washer into factory provided hold downs or 1” wide, 14 gauge galvanized straps with 2 stainless steel, #10 x ¾” Pan Head Phillips SS screws
each strap into metal frame of equipment
FBC 7th Edition Building 1907.1 General The thickness of concrete equipment slab supported directly on the ground shall not be less than 3-1/2 inches thick and shall not require a vapor barrier.
Equipment Location and Screening: The equipment and piping physical location may differ in the field due to unforeseen conditions or other factors. Contractor shall be responsible to locate and install items in a location that
meets local zoning code and to provide code compliant landscape or fence screening
SWIMMING BARRIER REQUIREMENTS:
FBC 7th Edition Residential R4501.17 Residential Swimming Barrier Requirement Residential swimming pools shall comply with Sections R4501.17.1 through R4501.17.3. Exception: A swimming pool with an approved safety
pool cover complying with ASTM F1346
FBC 7th Edition Residential R4501.17.1 Outdoor Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14
A Swimming Barrier around the pool area that meets the above code is required prior to final pool structural inspection and filling of the pool
FLOOD ZONE:
FBC 7th Edition Residential R322 Flood-Resistant Construction structures constructed in whole or part in flood hazard areas shall be designed and constructed in accordance with the provisions of this section, especially
R322.1.2 Structural Systems, 322.1.3 Flood-Resistant Construction and R322.2.5 Pools in Flood Hazard Areas. If structures constructed in whole or part in floodways shall be designed and constructed in accordance with
ASCE 24 and the construction of this pool will not increase the design flood elevation
SOIL BEARING and FOUNDATION NOTES:
No Piles and without Soil Report:
FBC 7th Edition Building 1803 Geotechnical Investigations: The Building Official shall be permitted to waive the requirement. Allowable Bearing Capacity: Based on rational analysis through knowledge of other projects in the
vicinity and a visual examination of the surface soil, finding sand and rock, the pool foundation has been designed assuming 2,000 psf soil bearing capacity per Table R401.4.1. If during excavation deleterious material (such as silt,
peat, muck, clay, etc.) is found that cannot provide 2,000 psf, the Engineer shall be contacted to provide direction
DRAFTED BY: G.S.M.DESIGNER
A Custom Pool Designed Especially For:
1/7/2022
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
IF THERE IS A DIGITAL SIGNATURE ON THE FRONT/FIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
JENSEN BEACH, FL 34957-7212
(954) 818-3825 / wayne@wmb-pe.com
NOTES
FERREIRA, STEPHEN
4625 S INDIAN RIVER DR
FORT PIERCE, FL 34982
MONIKA POLAK
FERREIRA, STEPHEN
4625 S INDIAN RIVER DR
FORT PIERCE, FL 34982
MONIKA POLAK