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1793 ATLANTIC BEACH DR POOL20-0026 Engineering 2018 3 of 9_1MIN. FILTER SIZE @ "ANSI 15 FLOW' PIPE DIA. MIN. STRAIGHT PIPE S(4)IZED BY "ANSI 15 FLOW' @ 6 FPS PUMP SIZED BY ANSI 15 B SELECTED FROM APSP LISTING AT "ANSI 15 FILTRATION FLOW' (AT LOW SPEED) 0 1 2 COMPLIES WITH 2017 FBC 6TH ED, ALL VOLUMES • "ANSI 7 FLOW": DETERMINED BY TDH r METHOD • "ANSI 15 FILTRATION FLOW": 6 HR TURNOVER, MIN 36 GPM • "ANSI 15 AUXILIARY FLOW": GREATER OF SPA JET OR OTHER FEATURE FLOW • "ANSI 5 FLOW": 12 HR TURNOVER OR OTHER "ESTIMATED/ DESIGN" FLOW PIPE FLOW AT GIVEN VELOCITY (GPM PIPE 6 FPS 8 FPS 1" 16 22 1-1/2" 38 51 2" 63 84 2-1/2" 90 119 3" 138 184 4" 238 317 6" 540 720 COMPLIANCE ^> PRESSUMED _ WHEN OFFSET= w WATER o DEPTH "ANGLE OF REPOSE" OR SEE CONTRACTOR PLAN MIN. 18" STRAIGHT (HORIZ. OR VERT.) FOR FUTURE SOLAR PRIOR TO HEATER RECIRCULATION RETURNS MIN SIZE "ANSI 15 FLOW" @ 8 FPS Suction Outlets "ANSI 7 Flow" SKIMMER SUCTION MIN SIZE "ANSI 15 FLOW" @ 6 FPS SWIMOUT WHEN POOL DEPTH EXCEEDS 5 FT DIRECTIONAL WALL RE - MIN (1) DRAIN BRANCH MIN. SIZE "ANSI 15 FLOW' @ 6 FPS \ OPTIONAL VACUUra g Fpe SPRING LOADED COVER \ \ �`J L PIPE SIZE CRITERIA (FPS) Pressure Suction Branch ANSI 8 8 - ANSI 15 8 6 - SURFACE SKIMMER • 1) MIN PER 800 SF • UCTION MIN SIZE "ANSI 15 FLOW' @ 6 FPS • MAY BE OMITTED IF "NEGATIVE EDGE" OR OTHER WEIR USED #8 AWG SOLID COPPER BOND WIRE AROUND POOL / SPA 4"-6" BELOW SUBGRADE 18"-24" FROM SHELL & BONDED Coil (4�POINTS MIN TO POOL PER "ALTERNA IV MEANS" 680.26(B)(2)(b) NEC 011 J SEE ANSI 5 FOR STEP REQUIREMENTS i —SPA WEIR NOTE: CONT. (3) #3 STEEL OF SPA BEAM VERTICALLY DOWN & UNDER THE ELEVATION OF THE SPA WEIR IF NO WEIR OVERFLOW TO POOL, A SKIMMER MUST BE USED IN SPA y SUCTION OUTLETS "ANSI 7 FLOW' DRAIN BRANCH PIPING MIN. SIZE "ANSI 15 FLOW' @ 6 FPS PROXIMITY TO STRUCTURE FBC NO LONGER REQUIRES EXCAVATIONS OUT OF THE "ANGLE OF REPOSE PLUS 1 FT". THE CURRENT REQUIREMENT IN 2017 FBC 6TH ED, SECTION 1804.1 STATES THAT "EXCAVATIONS SHALL NOT REDUCE LATERAL SUPPORT FROM ANY FOUNDATION." THEREFORE THE FOLLOWING IS REQUIRED: 1. WHEN THE POOL DECK DISTANCE IS EQUAL TO OR GREATER THAN WATER DEPTH, NO MITIGATION OF THE SHELL STRUCTURE IS REQUIRED. 2. WHEN THE POOL DECK DISTANCE IS EQUAL TO OR GRATER THAN THE WATER DEPTH, THERE IS NO SHORING OR FOUNDATION SUPPORT INITIALLY REQUIRED, 3. WHEN THE POOL DECK DISTANCE IS LESS THAN THE WATER DEPTH, THE ENGINEER SHALL PROVIDE A MITIGATION SPECIFICATION, EITHER TO PROTECT THE FOUNDATION DURING EXCAVATION OR STRENGTHEN THE SHELL FROM STRUCTURE LOADS. 4. IF DURING EXCAVATION, SOIL CONDITIONS APPEAR TO LEAD TO LOSS OF FOUNDATION SUPPORT, THE CONTRACTOR SHALL CEASE EXCAVATION AND CONTACT THE ENGINEER FOR MITIGATION SPECIFICATIONS. 5. IF AFTER EXCAVATION THE CONTRACTOR OR INSPECTOR FIND A LOSS OR THREATENED LOSS OF SOIL SUPPORT AT THE FOUNDATION, CONTACT THE ENGINEER FOR A MITIGATION SPECIFICATION. TYPICAL RESIDENTIAL POOL /SPA SCHEMATIC PLAN &NOTES SCALE: N.T.S. NOTES: • This plan is schematic & piping shall be connected to provide a functioning system. • Pool piping shall hold a static water or air pressure not less than 35 psi for 15 minutes, per R4501.12.1 • Pools shall have pumps selected to provide minimum 12 hr. turnover & maximum 6 hour turnover. • Determine pipe sizing from attached work sheets. • Spa piping determined from attached work sheets. • The dual main drains shall have a minimum separation of 3 ft, unless one is located on the vertical wall or a single unblockable drain is used. • All suction covers shall meet ANSI/ASME Al 12.19.8-2007 • All piping shall be NSF -PW approved & meet the requirements of Florida Building Code 6TH Ed, 2017. • Electrical equipment, wiring, & installation shall conform to the National Electrical Code 2014 Edition. • Bonding of pool steel & light to footing steel shall be continued to & include all pumps & heaters. • Temporary fencing shall be installed & maintained until permanent child safety features are installed. • There shall be a passing electrical & child safety final inspection prior to filling the pool or spa with water. • Pool shall meet the applicable criteria in ANSI/APSP 3,4,5,6, 7 & 15 standards. • Regardless of the criteria here, the project shall comply with all sections of the FBC 6th Edition - Residential, Building, Mechanical, Plumbing & Gas Codes, as applicable respectively & amended. SEE INFORMATION ATTACHED TO THIS PERMIT PACKAGE FOR SITE SPECIFIC DETAILS SHOWING ANSI 7 & 15 AND FBC COMPLIANCE INFORMATION ON THIS SHEET COMPLIES WITH 6TH ED 2017 FBC, ALL VOLUMES, INCLUDING 2017 FBC ENERGY CONSERVATION CODE ..................................................................................................................... . POOLSIDE DESIGNS, INC. ................................................................................................................... K/MES ENGINEERING AND MANAGEMENT SERV/CES, INC 3990 SR 64 E., Bradenton, FL 34208 Office: 941-749-0311, Fax: 941-746-7391 kent@kimeseng i neering.com P.E. 33678, C.A. 27189 02018 Kimes Engineering & Management Services, Inc. This drawing is the property of Kimes Engineering & Management Services, Im$$. & i not to be reproduced or copied in whole or in part. It is only for the project & site specificall ent�ied herein & is not to be used on any other project. It is to be returned upon n St. DATE: REVISIONS: w'`'',•' i„ DWG. BY: MCM PRINTED- $5-Fep-1 , CHKD. BY: JKK SCALE: AZ NCSTED DATE: 15 -Feb -18 �;�, S Al r TYPICAL PLAKt-4- �,,I "V".SECTIONS FOR"1111s0r 111,1 4 RESIDENTIAL POOL/SPA SHEET OF 2 ORIG. DWG: 17"x11" (ANSI B) In 0 1 TRUNK SUCTION PIPE SIZE MIN AT 6 FPS ANSI 15 FLOW SUCTION OUTLETS W/ ANSI/ASME Al 12.19.8-2007 ANTI -ENTRAPMENT COVER, (2) REQD OR (1) UNBLOCKABLE DRAIN SUMP PER ASME A112.19.8.2007 OR COVER MFR. SPECS ANSI 15 BRANCH PIPE SIZE MIN AT 6 FPS AT FLOW BY: • MAX 6 HOUR TURNOVER IAIN DRAINS MAY BE ,MITTED ENTIRELY 61 3" L VERT. W/ (2) #3 BARS - CONT. @ TOP 4 #3 BARS ((�� 12"O.C. HORIZ., 6„ TYP. U.N.O. POOL BEAM (8"x12" OPTION SCALE: N.T.S. oz az D D O D MIN. IN. A B z z sZ �� D D MIN 12" MAY VARY MIN. 6" CONCRETE SHELL & STEELS' ACCORDING TO STANDARD SPECIFICATIONS SHOOT TO UNDISTURBED EARTH r °I PLACE FOOTING STRUCTURE 1l\ "� ON UNDISTURBED EARTH MEETING 2,000 PSF OR \- COMPACTED FILL MEETING 95% MODIFIED PROCTOR 4" DECK W/ NON -SLIP FINISH SLOPED AWAY FROM POOL 2%-4% (TYP) (3) #3 REBAR BUNDLED AT RIM OF POOL & SPA. CONT. #3 STL. OF SPA BEAM VERT. DOWN & UNDER ELEV. OF SPA WEIR. [OPTION:] CONTRACTORS MAY CHOOSE TO USE (3) #3 BARS WITHIN TOP OF BEAM SPACED 1" APART + OR - 2 BENCH OR OTHER METHOD REQUIRED WHEN WATER DEPTH EXCEEDS 5 FT z W Z F THIS DETAIL COMPLIES W WITH BOTH 6TH EDITION o = OPTIONAL VACUUM LINE & FITTING (2017) FLORIDA BUILDING 3 Q CODE CHAPTER 454.2.18 & OJ W � ANSI / APSP / ICC -5 2011 & O ,S, Q CONTAINS ALL RELATED z REQUIREMENTS STATED o O IN THOSE CODES. BONDING REQMTS MAY BE USED W 0- W O \ </\ \ , TYPICAL RESIDENTIAL BENCH SECTION SCALE: N.T.S. EXTERNAL BONDING LUG FROM "LISTED" J -BOX WHEN PROVIDED. BONDED WITHIN J -BOX. #8 AWG COPPER TO 1POOL BONDING SYSTEM OR DIRECTLY TO BOND WIRE C o GENERAL NOTES: 'r a. D = INSIDE DIA. OF PIPE --�° b. ALL DIMENSIONS SHOWN ARE MINIMUMS. c. ALL HIDDEN LINES INDICATE SUGGESTED SUMP CONFIGURATIONS. NOTES: _ CRUSH a • FIELD BUILD SUMPS MEETING THESE CRITERIA REQD WHEN SHELL OR MFR POTS NOT USED GRAVEL FO • MAY OMIT IF LISTED COVER DOCUMENTATION STATES DEWATERING OTHER CLEARANCE TO SUCTION PIPE READ SUMP SECTIONS PER ASME Al 12.19.8-2007 SCALE: N.T.S. 1 HYDROSTATIC RELIEF MAY BE A "DEADLINE" OR PLUG IN SLOTTED PIPE IN BOTTOM OF SUMP BOND CONNECTION 0 W JUNCTION BOX OUTSIDE OF DECK (TYP.) GROUNDING / BONDING WIRE TO EXIT J -BOX PASSING THROUGH TRANSFORMER TO ELECTRICAL PANEL #8 AWG BOND WIRE TO ALL POOL EQUIP. CAPABLE OF BONDING #8 AWG BOL INSTALL #8 AWG WIRE WIRE FROM POOIfl EQUIPOTENTIAL BONDING TO FTG LOOP, 4"-6" BLW. SUBGRADE, 18"-24" FROM POOL, BONDED =J PE(R NEC 680. 6(PTS. TO POOL (2)( )ELL 3/4" CONDUIT W/ LUMINARY WIRING HARNESS THAT INCLUDES GROUND WIRE INTERNAL BOND LUG IN NICHE W/ INSUL #8 SOLID OR STRANDED WIRE TO J -BOX WHEN REQD BY BLDG. OFFICIAL �— POOL WALLS USE MIN. 6" 4,000 PSI CONCRETE W/ #3 REINFORCING STL. PLACED @ 12"x12" O.C.E.W. TIED EVERY OTHER CROSSING W/ 2-1/2" MIN. CLEARANCE MAIN DRAIN TO PUMP SUMP PER ASME Al 12.19.8"2007 W/ VGB COMPLIANT DRAIN COVER. HYDROSTATIC RELIEF DEVICE -WHEN REQUIRED - NOTE: CONTRACTOR SHALL VERIFY FOR EA. PROJECT OVERHEAD POWER LINE CLEARANCE & UNDERGROUND WIRE DISTANCE PER NEC 680.8 & 680.10 POOL THIS IS ONLY GOOD FOR MAX 6 FT DEEP SOIL SUPPORTED POOL SHELLS- SEE SUPPLEMENTAL SPECIFICATIONS FOR DEEPER OR APPURTENANT STRUCTURES DEEP END SECTION SCALE: N.T.S. 2 R NOTE 1. APPROVED PRODUCT SPECIFICATION MAY DIFFER FROM FIELD BUILT SUMPS SHOWN ON THIS PAGE ADDITIONAL STRUCTURAL NOTES • Use minimum ASTM A815 Grade 40 Steel • Lap #3 bars minimum 15" • Lap #5 bars minimum 25" • 6" Shell thickness and 2-1/2" concrete coverage are minimums • Use 4,000 psi concrete • Contractor / Owner required to: •• Contact Engineer if pool not placed on undisturbed and de -watered earth that can meet 2,000 psf bearing capacity. •• When buried debris is encountered or questionable conditions are indicated at the work site prior / during construction, a subsurface consultant shall conduct boring(s) in the area of the pool to confirm soil bearing capacity, clear of buried debris, & verifying ground water level •• All modified soils & earth fill under perspective pool area shall meet a soil density and compaction minimum of 95% modified proctor without settlement. INFORMATION ON THIS SHEET COMPLIES WITH 6TH ED 2017 FBC, ALL VOLUMES, INCLUDING 2017 FBC ENERGY CONSERVATION CODE POOLSIDE DESIGNS, INC. ..................................................................................................................... . K/MES �M03 NG/NF ER/NGAND MANAENT SECES, /NC3990 SRradenton,FL34208 ffie:941-7411, Fax: 941- Kent@kimesengineering.com P.E. 33678, C.A. 27189 ©2018 Kimes Engineering & Management Services, Inc. This drawing is the property of Kimes Engineering & Management Services, Inc. & is not to be reproduced or copied in whole or in part. It is only for the project & site specifically identified herein & is not to be used on any other project. It is to be returned upon request. ,." i DATE: REVISIONS: �`` ,c�',•���L+!�A`%` DWG. BY: MCM PRINTED:f5-F6-1 CHKD. BY: JKK SCALE: AS NMED DATE: 29 -DEC -17 TYPICAL,,?�P LAI�f�-s SECTIONS FOR °'°►�e# ���+ RESIDENTIAL 2 POOL/SPA SHEET OF ORIG. DWG: 17"x11" (ANSI B) � cfl Z 6" GLAZED. TILE; . i OPTIONAL VACUUM LINE & FITTING W/ SPRING LOADED COVER UNDERWATER LIGHT 18" MIN. BLW... "., .. :... NORMAL WATER LEVEL (TYP) NOTE: NEW NICHELESS, POOL LIGHT PRODUCTS THAT HAVE NO BONDING REQMTS MAY BE USED 3/8" SMOOTH SLIP RESISTANT FINISH TO COVER WALLS, FLOOR, STEPS & SUMP C o GENERAL NOTES: 'r a. D = INSIDE DIA. OF PIPE --�° b. ALL DIMENSIONS SHOWN ARE MINIMUMS. c. ALL HIDDEN LINES INDICATE SUGGESTED SUMP CONFIGURATIONS. NOTES: _ CRUSH a • FIELD BUILD SUMPS MEETING THESE CRITERIA REQD WHEN SHELL OR MFR POTS NOT USED GRAVEL FO • MAY OMIT IF LISTED COVER DOCUMENTATION STATES DEWATERING OTHER CLEARANCE TO SUCTION PIPE READ SUMP SECTIONS PER ASME Al 12.19.8-2007 SCALE: N.T.S. 1 HYDROSTATIC RELIEF MAY BE A "DEADLINE" OR PLUG IN SLOTTED PIPE IN BOTTOM OF SUMP BOND CONNECTION 0 W JUNCTION BOX OUTSIDE OF DECK (TYP.) GROUNDING / BONDING WIRE TO EXIT J -BOX PASSING THROUGH TRANSFORMER TO ELECTRICAL PANEL #8 AWG BOND WIRE TO ALL POOL EQUIP. CAPABLE OF BONDING #8 AWG BOL INSTALL #8 AWG WIRE WIRE FROM POOIfl EQUIPOTENTIAL BONDING TO FTG LOOP, 4"-6" BLW. SUBGRADE, 18"-24" FROM POOL, BONDED =J PE(R NEC 680. 6(PTS. TO POOL (2)( )ELL 3/4" CONDUIT W/ LUMINARY WIRING HARNESS THAT INCLUDES GROUND WIRE INTERNAL BOND LUG IN NICHE W/ INSUL #8 SOLID OR STRANDED WIRE TO J -BOX WHEN REQD BY BLDG. OFFICIAL �— POOL WALLS USE MIN. 6" 4,000 PSI CONCRETE W/ #3 REINFORCING STL. PLACED @ 12"x12" O.C.E.W. TIED EVERY OTHER CROSSING W/ 2-1/2" MIN. CLEARANCE MAIN DRAIN TO PUMP SUMP PER ASME Al 12.19.8"2007 W/ VGB COMPLIANT DRAIN COVER. HYDROSTATIC RELIEF DEVICE -WHEN REQUIRED - NOTE: CONTRACTOR SHALL VERIFY FOR EA. PROJECT OVERHEAD POWER LINE CLEARANCE & UNDERGROUND WIRE DISTANCE PER NEC 680.8 & 680.10 POOL THIS IS ONLY GOOD FOR MAX 6 FT DEEP SOIL SUPPORTED POOL SHELLS- SEE SUPPLEMENTAL SPECIFICATIONS FOR DEEPER OR APPURTENANT STRUCTURES DEEP END SECTION SCALE: N.T.S. 2 R NOTE 1. APPROVED PRODUCT SPECIFICATION MAY DIFFER FROM FIELD BUILT SUMPS SHOWN ON THIS PAGE ADDITIONAL STRUCTURAL NOTES • Use minimum ASTM A815 Grade 40 Steel • Lap #3 bars minimum 15" • Lap #5 bars minimum 25" • 6" Shell thickness and 2-1/2" concrete coverage are minimums • Use 4,000 psi concrete • Contractor / Owner required to: •• Contact Engineer if pool not placed on undisturbed and de -watered earth that can meet 2,000 psf bearing capacity. •• When buried debris is encountered or questionable conditions are indicated at the work site prior / during construction, a subsurface consultant shall conduct boring(s) in the area of the pool to confirm soil bearing capacity, clear of buried debris, & verifying ground water level •• All modified soils & earth fill under perspective pool area shall meet a soil density and compaction minimum of 95% modified proctor without settlement. INFORMATION ON THIS SHEET COMPLIES WITH 6TH ED 2017 FBC, ALL VOLUMES, INCLUDING 2017 FBC ENERGY CONSERVATION CODE POOLSIDE DESIGNS, INC. ..................................................................................................................... . K/MES �M03 NG/NF ER/NGAND MANAENT SECES, /NC3990 SRradenton,FL34208 ffie:941-7411, Fax: 941- Kent@kimesengineering.com P.E. 33678, C.A. 27189 ©2018 Kimes Engineering & Management Services, Inc. This drawing is the property of Kimes Engineering & Management Services, Inc. & is not to be reproduced or copied in whole or in part. It is only for the project & site specifically identified herein & is not to be used on any other project. It is to be returned upon request. ,." i DATE: REVISIONS: �`` ,c�',•���L+!�A`%` DWG. BY: MCM PRINTED:f5-F6-1 CHKD. BY: JKK SCALE: AS NMED DATE: 29 -DEC -17 TYPICAL,,?�P LAI�f�-s SECTIONS FOR °'°►�e# ���+ RESIDENTIAL 2 POOL/SPA SHEET OF ORIG. DWG: 17"x11" (ANSI B)