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BPP-9-16-2432, 812 NE 92nd St (2)
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit No. BPP-9-16-2432 Permit Type: Pools/Whiripools/Hot Tubs Permit Work Classification: New Permit Status: APPROVED Issue Date:12/14/2016 1 Expiration: 06/12/2017 Project Address Parcel Number Applicant 812 NE 92 Street 1132060050190 Miami Shores, FL 33138- Block: Lot: GERALD & ANABEL DE BRUIJN Owner Information Address Phone Cell GERALD & ANABEL DE BRUIJN 812 NE 92 Street (305)299-7252 MIAMI SHORES FL 33138- 812 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone RRC DEVELOPMENT COMPANY (305)598-8761 (786)278-2022 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Work: Swimming Pool Additional Info: Classification: Residential Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $15.00 CO/CC Fee $50.00 DBPR Fee $11.25 DCA Fee $11.25 Education Surcharge $5 00 Permit Fee $750.00 Plan Review Fee (Engineer) $120.00 Scanning Fee $12.00 Technology Fee $20.00 Total: $1,494.50 Occupancy: Private Bond Return Scanning: 4 Valuation: $ 25,000.00 Total Sq Feet: 200 Pay Date Pay Type Amt Paid Amt Due Invoice # BPP-9-16-61172 12/14/2016 Credit Card S 1,444.50 $ 50.00 09/01/2016 Credit Card S 50.00 $ 0.00 Bond #:3278 Available Inspections: Inspection Type: Fence Final Pool Deck Wall Steel Review Electrical Review Planning Review Planning Review Building Review Building Review Structural Review Plumbing Review Plumbing In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that iT fhe-foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zone%g. ,F tther authorizethe above -named contractor to do the work stated. December 14, 2016 Authorized Signature: Owner / Applicant / Building Department Copy Contractor //Agent December 14, 2016 1 Miami Shores Village �--Cx� CN BUILDING � PERMIT APPLICATION Building Department Ep 0 1 2016 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: k �� Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201y Master Permit No. ^ ,24 3 °"' Sub Permit No. (BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING [—]MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 812 NE 92nd Street City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: 11 -3706-005-0190 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Gerald $ Anabel DeBruijn Phon ..,.,_..__.812 NE 92nd Street City: Miami Shores Tenant/Lessee Name: Email State: Florida Zip: 33138 CONTRACTOR: Company Name: RRC Development Co Phone#: 786 278 2022 Address: 12942 NW 8th Terr City. Miami State: Florida 33182 Qualifier Name: Robert Chacon Phone#: 786 278 2022 State Certification or Registration #: CGCO09564 Certificate of Competency #: DESIGNER: Architect/Engineer: Kimes Engineering Phone#: 941 749 0311 Address:3990 SR 64 E City: Bradenton State: Fl zip: 34208 Value of Work for this Permit: $25,000.00 Square/Linear Footage of Work: 200sq ft 6000 gal Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Pool 4 SP4 Specify color of color thru tile: Submittal Fee $ Permit Fee $ _ CCF $ 'r-5 . CO/CC $ 5-0 o 0 00 Scanning Fee $ 2 . Radon Fee $ I ( ZS DBPR $$ (_ -.' Z Notary $ Technology Fee $ 20 Training/Education Fee $ 5 Double Fee $ .401' Structural Reviews $ (Revised02/24/2014) Bond $ 50 TOTAL FEE NOW DUE $ Iy(4y. �° Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu�_.__--� OWNER or AGENT The foregoing instrument was acknowledged before me this 20 day of August Gerald De Bruijn me or who has produced ,20 16 by wh s personally known to • as identification and who did take an oath. NOTARY PUBL / Sign: Print: T 4 .... Seal: :*; � k Commission # FF 065936 018 _Expires January 23, 8.ded Th,, Ty Fein Inwrcnce 800�388-1019 Signature CONTRACTOR The foregoing instrument was acknowledged before me this 20 day of August zo 16 by Robert Chacon who ' personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: AIFRFD RhCKNiCnr;5936_ ,'�Y-igarIIrrt4 cF 2018 Seal: '* * r.x�ires J?nuary 23, BppJBS-7019 o.•.�deo la�u !ro�Fam lnsu�a�-w��, APPROVED BY I Plans Examiner l Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned 6:;�-'(-_'t � is/are the fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida: o Address: v lZ,q.— _'-r— Whereas, the undersigned owner(s) desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: I. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. II. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pool where the required enclosure is not on the subject property where the pool is located. III. That if any of our adjoining neighbors remove any portion of their fence or wall, or if our/my property shall fail to meet code requirements for pool barriers, we, as owners will immediately installs a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That, I/we, as owner(s) hold Miami Shores Village harmless for any negligence or injury that results from not having the enclosure. V. If enclosure belongs to said property, I agree to maintain & or replace said enclosure in the event that is damaged or removed by any case. NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may onlybg-rq ased by Miami Shores Village, or its successors, in accordance of said Village then in effe l OWNER SIGN & PRIN OWNER SIGN & PRINT OO I Hereby Certify that on this day personally appeared before me Cee"4 �e-1 'V11 pru ; and has produced ID # as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this 46 (Revised 05/2209 �aQ:Y•?Yo�c, ALFRED MCKNIGHT I ACommission #; FF 065936 •a Expires January 23, 2 a o* Bonded Thfu Troy Fein Insurance 800-385-701� 2016 ARY PUBLIC STATE OF FLORIDA Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFETY ACT I (We) acknowledge that a new swimming pool,. spa or hot tub will be constructed or installed at 1 Z NC' P�Z 15-7 Miami Shores, FL, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statues and the Florida Building Code R4101.17. Please initial the method(s) to be used: The pool will be equipped wit approved safety pool cover that complies with ASTM F1346-91. (Submit Manufacturer's Sp�ations). A continuous, one-piece (child) barler meeting the requirements of Florida Building Code R4101.17.1.15 will protect the pool perime . The plans shall show the fence location and method of attachment, including one end that sh not be removable without the aid of tools. (Submit Manufacturer's S�,,Pc ifictisaA combination of non -dwelling walls and fences (screen enclosure, child fence, masonry fence walls, chain link or wood fence, etc.) will protect the pool perimeter. The plans must specify the type ow non dwelling walls. Florida Building Code, R4101.17.1 combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all windows and doors will be equipped with exit alarms complying with Florida Building Code, R4 1.17.1.9 (Submit Manufacturer's Specifications). Iny combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all doors will be equipped with a self -latching device with positive mechanical latching/locking installed a min. 54" above the threshold. If this option is selected, submit plans showing all types and location of all perimeter protection. The plans must also show the location and type of all openings, and the hardware type for each location. (Submit Manufacturer's Specifications). In accordance with the Code, the pool may not be filled with water without compliance with the Private Swimming Pool Safety Requirements, and upon expiration of the permit, the pool shall be presumed to be unsafe. I understand that not having one of the above installed will constitute a violation of hapter 515, F.S ., an d will be considered as committing a misdemeanor of the second degree; pun hable as provided in Section 775.082 or Section 775.083 F.S . This form must be signed by�the er agent and the prime contractor. CON Tr 011R'S SIGNATURE AND DATE OWNER'S SIGNATURE AND DATE COl<1T �AIAI I �4A�ME (PLEASE PRINT) OVy `E ' �,( rE LEAS PRINT) ALFRED MCKNIGHT =j FYI' A MCKNIGHT Commission # FF 065936 Commission # FF 065936 Expires January 23, 2018 Expires January a v 23, 2018 Bonded ThN Troy Fels insurance gpp.3857019 Bonded Thru Troy Fain Inca enee gpp 385.7019 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SWIMMING POOL OWNER'S CERTIFICATION Date-0�2Z�IG Miami Shores Village Building & Zoning Department Attention: Building Official I certify that I am the legal owner of the property described as located at 33I39 In accordance with Section 33-12(o, Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to final inspection and use of the E.. Legal Owner Note: This certification is to be submitted with a swimming pool permit application in duplicate. MES ENGINEERING D MANAG EMENTT SERVICES, /NC. ENGINEERING REPORT INDEX SHEET pursuant to Rule 61G15-23.001(4)(b), F.A.C. SUPPLEMENTAL INFORMATION TO THE SUBJECT RESIDENTIAL POOL/SPA PERMIT APPLICATION meeting 2014 FBC 5th Ed, Section 454.2 Private Swimming Pools SPECIFICALLY: WORKSHEET SHOWING COMPLIANCE WITH ANSI 15 SITE SPECIFIC INFORMATION SHOWING COMPLIANCE WITH ANSI 7 TDH CALCULATION SUPPORTING ANSI 7 SUCTION OUTLET INFORMATION ATTACHED PRODUCT SHEETS WITH INFORMATION SUPPORTING ANSI 7 AND 15 WORK SHEETS PROJECT INFORMATION PROJECT CLIENT: FLORIDA POOL 101 PROJECT NAME: GERALD & ANABEL DEBRUIJN PROJECT ADDRESS: 812 NE 92NO ST LOT: 11 AREA: GOLDEN GATE PARK - For Client Use Only - © 2016 Kimes Engineering and Management Services, Inc. 3990 SR 64 E I Bradenton, Florida 34208 1 ph: (941)749-0311 kent@kimesengineering.com I P.E. 33678, C.A. 27189 .. • •• •00000 .0:0 • • • . ..0 • . 0 0 0 0 . (> //DIES ENGINEERING ND MANAGEMENT SERVICES, INC. AA FLORIDA POOL 101 Client of Kimes Engineering: Worksheet showing data for compliance with ANSI/APSP- 15 Owner: GERALD & ANABEL DEBRUIJN Address: 812 NE 92ND ST Lot: 11 ANSI 15 Filtration Flow - Area: GOLDEN GATE PARK Volume of Pool Area 200 x Avg Depth 3.985 = Vol in CF 797 Vol in CF x 7.48 gal/CF = 5962 ,GALLONS Calculate Maximum Filtration Flow Rate: Pool Volume/ 360 = 17 GPM [if <13,000 MAY use 36 gpm] ANSI 15 Auxiliary Flow MAY USE LESS THAN THIS MAXIMUM Calculate Maximum Auxiliary Load Design Flow Rate: IF AT LEAST ANSI 5 12 HR TURNOVER Number Spa Jets X 7 to 15 GPM = 0 GPM Or Water Feature Flow: 0 GPM 0 ANSI 15 Flow ACTUAL TURNOVER AT ANSI 15 FLOW= 1 2.8 jHR IF LESS THAN 1j HR MEETS ANSI 5 ANSI 15 Flow: 36 GPM (maximum ANSI 15 Filtration Flow, minimum 12 hcjur tlsn over]• •..... PUMP FROM APSP LISTING ..... .... ...... Select a pump with Curve A (pools <17,000 gal) or Curve C (pools >17,000 gal) flow equal tcs os L056 than .ANSI 15. Filtration Flow. May select a multi speed um with flows acceptable for the ANSI 15 Au f! low ' t • cceptableo •: Y p pump p Y �f .R^`l r.$ Curve A or C listed flows. Curve A or C flows listed have no relationship or requirement relatedto AN51015 Auxifiary"U,* :0 . ..... .. .. . .. ...... Pump Make & Model: PENTAIR INTELLIFLO : ' : . . ....:. Pump Flow Rate(s) from listing: @ Low/Single speed 11 GPM, & @ High S�ee60• ' 73 GWO.,.: PumpControl: Filtration Pump has no auxiliary load: ' ' p rY X ,time clock to be installed. • • • Filtration Pump with auxiliary load: Control for low speed default w/in 24 hrs: SELF CONTAINED Make/model Size filter on "FILTRATION Flow" Filter Rates: Cartridge= 0.375 gpm/sf; Sand= 15 gpm/sf; DE= 2 gpm/sf Filter size: ANSI 15 Flow 36 GPM / 0.375 gpm/sf = 46.0 JSF Min Filter Size [see pool plan for filter model or show here: PENTAIR CC100, 1005F ANSI 7 Flow see Site Specific Information Sheet ANSI Flow: Depending on the pipe, use any of the ANSI 15 Filtration, or ANSI 15 flows or the flow at 60 ft TDH on the selected pump curve for the ANSI 5 Flow. See flow vs velocity vs pipe size on Standard Engineering. See summary of pipe sizes on ANSI 7 Site Specific Information Sheet HEATER MODEL: GAS HEATER EFFICIENCY RATING: HEAT PUMP EFFICIENCY C.O.P.: X X with no pilot light (min 78%) X [min 4.0) For Client Use Only - © 2016 Kimes Engineering and Management Services, Inc. 3990 SR 64 E I Bradenton, Florida 34208 1 ph: (941)749-0311 kent@kimesengineering.com I P.E 33678, C.A 27189 KIMES ENGINEERING FLORIDA POOL 101 jD MANAGEMENT SERVICES, INC. Client of Kimes Engineering: Owner: GERALD di ANABEL DEBRUIJN Address: 812 NE 92NO ST SITE SPECIFIC INFORMATION FOR COMPLIANCE WITH ANSI/APSP-7 METHOD OF DETERMINING ANSI 7 PUMP FLOW Max Flow from Pump Curve Simplified TDH Detailed TDH Pump Curve Attached Curve & Calc Curve & Calc X SUCTION OUTLET FOR: FILTRATION PUMP Manufacturer & Model PENTAIR INTELLIFLO Pump Flow from Pump Curve with method indicated:1 106 GPM Maximum Pump Flow for sizing Branch Pipe & Suction based on number of Suction Outlets used :1 X GPM Minimum Branch Pipe Size given flow at 6 FPS: 3 INCH LISTED SUCTION OUTLET COVER/GRATE- POOL OUTLET Number of Suction Outlets: I TWO Manufacturer & Model: HAYWAU"26 IN APPROVED Maximum Outlet Flow (GPM) Floor flow: 125 WaMflow: 72•.• - - TRUNK/SUCTION PIPE SIZING- ANSI 7 FLOW Minimum Trunk Pipe Size given flow @ 8 FPS.... 2.5 . Inch Pipe:"" SUCTION OUTLET FOR: SPA •••••• •• ••••• Manufacturer & Model X • Pump Flow from Pump Curve with method indicated: :...:.GPM Maximum Pump Flow for sizing Branch Pipe & Suction based on number of Suction Outle;.141 cc: x••• GPM Minimum Branch Pipe Size given flow at 6 FPS: INCH LISTED SUCTION OUTLET COVER/GRATE- SPA OUTLETS Number of Suction Outlets: X Manufacturer & Model: X APPROVED Maximum Outlet Flow (GPM) Floor flow: F Wall flow: GPM TRUNK/SUCTION PIPE SIZING- ANSI 7 FLOW Minimum Trunk Pipe Size given flow @ 8 FPS Inch Pipe ANSI 15 FLOW= 1 36 GPM I PIPE SIZE "INCH" OTHER PIPE SIZE SUMMARY SKIMMER SUCTION- ANSI 15 FLOW @ 6 FPS: FILTRATION RETURN SIDE -ANSI 15 FLOW @ 8 FPS: 0 GPM AUXILIARY RETURN SIDE- ANSI 5 FLOW @ 10 FPS: 0 GPM 2"" AUXILIARY RETURN SIDE- ANSI 5 FLOW @ 10 FPS: OPTIONAL VACUUM OR SWEEP LINE- ANSI 5 FLOW @ 8 FPS: FULL FLOW SPLIT FLOW MIN 1-112 I MIN 1-112 MIN 0 MIN 0 I TYP 1-1/2 NOTES: SUCTION OUTLETS IN FLOOR ONLY, NO WALL SUCTION USE DUAL HAYWARD 8" DRAINS FOR POOL, WITH 3" BRANCH PIPE USE 2.5 " SUCTION LINES TO PUMP - For Client Use Only - © 2016 Kimes Engineering and Management Services, Inc. 3990 SR 64 E I Bradenton, Florida 34208 1 ph: (941)749-0311 kent@kimesengineering.com I P E. 33678, C.A 27189 KIMES ENGINEERING PROJECT CLIENT FLORIDA POOL 101 AND MANAGEMENT SERVICES, INC. PROJECT NAME GERALD & ANABEL DEBRUIJN 7i.J�J�J PROJECT ADDRESS 812 NE 92ND ST Pool ONLY suction pressure equipment Pipe Size 2.5 2 2 Pipe Length 100% flow 87 48 15 #EI fittings 5 5 5 #T Run fittings 0 0 0 #T Branch fittings 1 0 1 Gate Valves 0 0 1 # 3 Way valves 0 0 2 0 0 0 This calculation assumes worst case with 100% suction from drain and none from skimmer. This calculation is conservative in that it omits the velocity head on the pressure side beyond the first split of return lines. Filter: PENTAIR CC100, 1005F Head loss based on Hazen -Williams equation Heater: X Head Loss per 100 ft=0.2083 (100/c)1 as2 -q1 852 /drn 486SS Return Fittings 3 Using c= 140 ...... SUM PIPE FRICTION HEA[ FILTER HEAE RETURN FITTING FLOV1 SALT CELI HEATEF SUM TDI- FLOW 2.171 9.611 20.35 j 34.68 52.421 073.a8 0.00 0.4 1.7 3.7 6.51 .3 0.8 1.5 3.3 5 7.4 10 0 0.7 1.4 2.3 3.3 0....4.3 0 0.00 0 01 0 ••••••0 2.97 12.211 26.75 45.68 i 69-62' 9-7.08 20 40 60 80 100 �0 DETAILED TDH POOL MODE Pump Curve PENTAIR INTELLIFLO VS 120 i -."—Is .o e - Sum TDH • A{.x Flow 100 0 60 — ----_-1.__ - -- - 40 - -' 20 0 C ! 0 2C 40 60 80 100 120 140 GPM 0 0 0 9 USE MINIMUM 2.5" BRANCH SUCTION MAXIMUM FLOW 106 GPM OPERATING TDH 78 FT ANSI 7 SUCTION BRANCH: 3 MIN IF MULTIPLE OUTLETS- OMIT FOR UNBLOCKABLE OUTLETS ANSI 7 SUCTION TO EQUIP: 2.5 " TRUNK SUCTION TO EQUIPMENT - For Client Use Only - © 2016 Kimes Engineering and Management Services, Inc. 3990 SR 64 E I Bradenton, Florida 34208 1 ph (941)749-0311 kent@kimesengineering.corn I P E. 33678, C.A 27189 GERALD & ANABEL DEBRUIJN 812 NE 92N[) ST INTELLIFLO" VARIABLE SPEED Dimensions and Performance 1011 90 .... war •HW My 1 inSIT wa us a —3110 RP-M —23S0 RPM 70 Sr1It, 3::Drru _ - _ —ISOURPV — 750 1" • • D 60 ` w • • •••sit •.•• _,,,�__ • a � Srl Er ? IIS' PM' , • • • • • • sr127 Iss afA• • • • 10 • • • • wEa : no err+ • • • O 1(1 iu i0 40 Y 60 70 &1 90 )UL IM 11U 13, 141, IbO Ito 171, • 4 • FLOW RATE IN US GALLONS KIT WIh UTE Note: IntelliFlo VS.SVRS minimum speed Is 1100 RPM ?3:I — — - r GERALD & ANABEL DEBRUIJN 812 NE 92N[) ST_ Ht. � t Hayward Industrral Drive b ZPool Products Clemmons.NC 27012 A Hayward Inc Company 336-712-9900 www.haywardnet con CERTIFICATION OF COMPLIANCE Contains: WG1048E Description: 8" Round Suction Outlet Cover Ratings Floor:__ 125 GPV Wall: 72 GPM Open Area: 8.1 s -in Certified to Comply with Section 1404 of the Virginia Graeme Baker Act (VGB) Pool & Spa Safety Act Test Results can be obtained from:w-%%"AlaNmaidnet.com and/or ht�:;;++1+�+.r.;f.orQ'Certifics'Pool; Manufactured: Between October 2008 and December 2008, by Hayward Pool Products m Jiangsu Province, Chula and Clemmons, NC Divisions of Hayward Industries, Inc. 620 Division Street, Elizabeth, NJ 07207, Phone 908-355-7995 Date of Mfr: The Lot Number shown on the product label contains the Year & Month of manufacture. The fast number represents the year (ex 8 = 2008) and the second character the month (A -]an, B Feb, H=Aug, 1 iti skipped, J=Sep, etc) • Tested to ANSI%ASME 1 12.19-8-2007 (addendum 8a-2008) per Section 1404 of the Virginia Gld4 me•Bake: • • • Act (VGB) Pool & Spa Safety Act. Certified by NSF International, 789 N. Dixboro, Road, Attrtf�Nlc�. MI •• 48105 1(800 NSF -MARK • • • • • • Date of Installation 1(0I.•,t COU • • • • 6' +i S PA C I t IG B El W E E H MOUNTING HCI FS 117 4' _=UC11GN GU�LEI G L0LIfVE corrrnocs USED ON FOUOWING SERIES: WG1030AVPAK2 WG1048AV PAK2 WG1049AVPAK2 WG1051 AV PAK2 WG1052AVPAK2 WG1053AV PAK2 WG 1054AV PAK2 WGI 153AV PAK2 WG1154AVPAK2 SP 1030AV PAK2 S P 1048AV PA K2 SP 1049AV PAK2 SP 1051 AV PAK2 SP1052AVPAK2 SP1053AVPAK2 SP1054AVPAK2 SP 1 153AV PAK2 SP1154AVPAK2 6 £�,mfaiid�® Poo' Products - '-C6" E t'er; C,.-10 A 0 1 2 GENERAL NOTES Name: 11 . GERALD. AND ANABEL DE BRUIJN _ . . . . 1. THIS PLAN AND SPECIFICATIONS MEET 2014 FBC 5TH ED, Address: 812 NE 92ND ST SECTION 454.2. CHILD SAFETY ALARMS ON ALL WINDOWS P ND DOORS City: MIAMI SHORES County: MIAMI-DADS 2. THIS PLAN MEETS 2014 FBC 5TH ED BUILDING, SECTION POOL SIDE OF FENCE Sub. Div.: GOLDEN GATE PARK Lot: 11 1804 PROHIBITING REMOVAL OF LATERAL SUPPORT GENERALSPECIFICATIONS POOL FROM ANY FOUNDATION. SHA 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF EXISTING Size: 20'X10Size: NA UNUSUAL SOIL OR WATER CONDITIONS CAUSE A DWELLING . . . . . Area: 200' SF Area: NA THREAT TO THE STRUCTURE FOUNDATION. Depths:' 3' to 4''11" Depths:. NA 4. CONTRACTOR TO USE STANDARD WORK PRACTICE IN Peril INSTALLATIONS O EQUIPMENT rA SPECIFICATIONS 5. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR Pump #1: PENTAIR INTELLIFLO VS SECURING PRODUCTS. M. q ` . . . 6. POOL CONSTRUCTION SHALL BEAR ON CLEAN SANDS OR Draws From: POOL OUTLETS Suction Outlets: HAYWARD 8" DUAL DRAINS (WGX1048E) ROCK WITH A BEARING CAPACITY OF 2000PSF.C. Suction Sump: INCLUDED 7. AFTER EXCAVATION THE CONTRACTOR SHALL SUBMIT Pump #2:. . . N/A . . . . . . . . . . . . . . . . . . . A LETTER OBTAINED FROM A CONSTRUCTION s -. . ENGINEERING INSPECTION FIRM OR GEOTECHNIAL IRIM Draws From: N/A PYSuction Outlets: N/A AND SIGNED BY A FL PROFESSIONAL ENG](IE� T ' G EXISTING . . . . . . . . . . . . . . . THE SOIL BEARING CONDITIONS ARE AS ASO E 11 LANAI 18 _7� Suction Sump: N/A SEE SUPPLEMENTAL SHEETS m s �'n`.:M rn 09 ; O T SITE PLAN • o I rn �P� �o- 2 3 1 .............................. . • S1 & S2 FOR STANDARD CCDF` 4r. v O - T Q �, 1, Pool Heater: NONE Spa Heat " IfA' • • • • • RELATED DETAILS W ` ; 3, •...:. ...: •. a - Pool Light: PENTAIR GLOBRITE 4�p� &pa Ligtit� •N�• • • • • • �' • SITE SPECIFIC INFORMATIGN E FOR ANSI 7 AND 15 COMPLI ''.z,x Skimmer: YES -NSF . o Pool Filter: PENTAIR CC100 Spq Blowdj:• NA, • • • • • z `., R 'PENTAIR 1C40 • PLUMBING PLAN _ C 3 wo Chlorination: • • • • Valves: NA • •; • • • • ELECTRICAL DETAILS a - A Return Inlets: 3 "F;dtAtherapy' fdh� •�••• / ON PUMP • • 5 a Conti& W% a O �r / Time Clock/Controls: d CHILD SAFE PERMANENT YARD FEIkING� �ING ° _ _., H Pool Deck: TBD SECTION 454.2.17.1.1 F.B.C. AND &ILD%L01'Y� f N ��� ,I� Pump Deck: TBp • • • • • • 0'-10" Deck Edge: EXISTING • • • • • • ALARMS MEETING UL 2017 SHALL BE ACTIVE ON L _.: _-, -_ ,... 0000 • Deck Drain: TBD • • DOORS AND WINDOWS ON THE POOL SIDE OF FENCE-...._.. :.:...-.-.E- ; - - — �"" I Earth Disposal: TBD p Automatic Pool Cleaner: TBD LEGEND Cage: NONE . of POOL LIGHT- NICHELESS LED r _.r idl/Jp a_»•wo J *Gas line, gas tank and hook up by separate permit. CE POOL LIGHT- STD NICHE �j 1���1� • • a CHILD SAFETY SPECIFICATIONS c /c _ Yard Barrier: 4' CHAIN LINK POOL LIGHT- UPLIGHT LED ; t . .-. House Barrier: ALAR,o��l1a1 0liPo��,/ .•.:,.. .. l� .. POOL SKIMMER Il... 4 '.t �,��'°'°4, ks KEN.T�. % r EXISTING .�.�-.�--i 12'-6" '.• CE NSi CHANNEL DRAIN O 2 �o js F NICE y 4' SHEER $ . . . . . . v. q. �. �+. ry.. . SIDE SUCTION DRAIN �.:e�� CASCADE . NQ. 91a7U1 % . B R FILTERED RETURN + ' ' W i i� STATE OF ; _ JET RETURN .�� VAC VAC LINE CHEMICAL TERMITE PROTECTION _ _ - POOL PLAN 1 AUTOFILL 2014 FBC 5TH ED S�U; nON'166376 ?X oo, .. . - - SCALE: 1/8" = F-0" PRINTED: 10/3/16 ICES ENG//VEER/NG©2016 K mes Engineering and ManagementSCALE: AS NOTED MANAGEMENT SERVICES, INC lop Services, Inc. This drawing is the property of wines Engineering GERALD AND ANABEL DE BRUIJ DWG. BY: JKK - 3990 SR 64 E., Bradenton, FL 34208 and Management Services, Inc. 8 is not to be reproduced or copied in whole of in part. It is only 812 NE 92ND ST Office: 941-749-0311, Fax: 941-746-7391 kept@kimesengineering.com for the project 8 site specifically identified herein & is not to be used on any other project. It is to be RESIDENTIAL POOL CHKD. BY: JKK P.E. 33678, C.A. 27189 returned upon request. SHEET 1 OF 6 DATE: 'I O/3/1 F) DATE: REVISIONS: 2 ORIG. DWG: 17N11" (ANSI B) 1 2 IV FT1 i 19ANU ' ?m k -• ANn19 o-r CC!; *ALL (I'.) M r(ru ftl.% tI #VI►ti1121.-s 19 wJ F I0CATION OF SEPTIC TANK LOCATION OF DRAIN FIELD L,'- - rxa�ca�iu�- 0 OBJECTION Florid Health Miami -Dade County •. vvcn f- luytdfll Application No.: Date: loll /QD),(, Signature PAX AWITlC4` SITE PLAN P=20' MrTAL Aux ari 0AW W M. WNA PLOT ID CLOCK 2 6% OEN 6ATF PARK AQOtTION M,B 60 P030) — i t24,0" � � � 1!'>�h►oR !ice j 1 P WHEN YARD FENCING IS PART OF CHILD BARRIER, IT SHALL MEET FBC 2014 5TH ED SECTION 454.2.17.1.: 1) THE TOP OF THE BARRIER SHALL BE AT LEAST 48" ABOVE GRADE 2) ACCESS GATES SHALL BE EQUIPPED WITH A SELF -CLOSING AND SELF -LATCHING LOCKING DEVICE LOCATED ON THE POOL SIDE OF THE GATE. 3) GATES THAT PROVIDE ACCESS TO THE SWIMMING POOL MUST OPEN OUTWARD AWAY FROM THE POOL. FULL LEGAL DESCRIPTION FROM DADE COUNTY PROPERTY APPRAISER: GOLDEN GATE PARK ADDN PB 6-130 LOT 11 BLK 2 LOT SIZE 50.000 X 140 OR 20434-0639 05 2002 1 COC 22425-1401 06 2004 1 F.X - FW etc vp, _ no P= OW.6 1 $Low MW OF W CS ave, r4 . c,taw w rm CAZ-PCOCKVaI:U.--Ar. �y r 1e W 'v Mff�J.Lr jxv a ri.Trw ast N— am rx owl '= 1i91TER UC-- SITE INFORMATION FROM SURVEY PROVIDED BY POOL CONTRACTOR KEfV% j:��0 N •. d� OF Finn tDP . •���� N ' • /NT WES EENG/SERVICE/VEER//VG INC 3990 SR 64 E., Bradenton, FL 34208 Office: 941-749-0311, Fax: 941-746-7391 kent@kimesengineering.com P.E.33678, C.A.27189 ©2016 Kimes Engineering and Management Services, Inc. This drawing is the property of Kimes Engineering and 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. DATE: REVISIONS: DWG. BY: JKK PRINTED: 10/3/16 CHKD. BY: : SCALE: AS NOTED DATE: 1 0/3/16 SITE PLAN GERALD & ANABEL DE BRUIJN 812 NE 92nd ST 2 RESIDENTIAL POOL SHEET 2 of 6 ORIG. DWG: 17"x11" (ANSI B) i 2 4'11" 8.5 1F 2r8" B POOL SECTION N.T.S 12 BUOYANCY OF STRUCTURE ALLOWING FOR POOL WATER DRAW DOWN OF 2FT VIA DEADLINE WATER WEIGHT IS CALCULATED AT 22,2141b. CONCRETE WEIGHT IS CALCULATED AT 33,000 lb. THEREFORE NOT BUOYANT. LEGEND POOL LIGHT- NICHELESS LED POOL LIGHT- STD NICHE POOL LIGHT- UPLIGHT LED I V POOL SKIMMER CHANNEL DRAIN SIDE SUCTION DRAIN 9 R FILTERED RETURN JET RETURN ► VAC VAC LINE 1 AUTOFILL 3' � 11 I 1, 1' 1' MAX 12" PER RISER SEE PLAN FOR NUMBER OF TREADS I P( SKIMMER Sl SHEER: :TION 2.5• I I 1' I 3' W D i I o I I Y"BRANCHO-1 t'WD v NOTES: POOL PIPING IS CONSIDERED PROCESS PIPING AND NOT SUBJECT TO 2014 FBC 5TH ED- PLUMBING. SEE BOAF INTERPRETATION #3643. THIS PLUMBING INFORMATION IS FOR SCHEMATIC PURPOSES ONLY AND CONTRACTOR MAY PLUMB THE POOL IN OTHER WAYS TO IMPROVE EFFICIENCY. THE PIPE SIZES SHOWN HERE ARE MINIMUMS EXCEPT FOR THE DRAIN BRANCH AND TRUNK SUCTION PIPE. NO ALTERNATE SIZING MAY BE USED THERE. Is • sew.... N-•36••• 711••- : Y �/I • ••••* 4 : RATE -OF: 00,10 e WMANAEE E/VG/VEERING GEMENT SERV/CES, /NC3990 SR 64 E.Bradenn, FL 34208ffice: 941-749-0311, Fax: 941-746 7391 kent@kimesengineering.com P.E.33678, C.A.27189 02016 Kimes Engineering and Management Services, Inc. This drawing is the property of .S Engineer ng and Management Services, Inc. 8 is not to be reproduced or copied in whole or in part. It is only for the project & site specifically identified herein 8 is not to be used on any other project. It is to be returned upon request. DATE: I REVISIONS: DWG. BY: JKK PRINTED: 10/3/16 CHKD. BY: SCALE: AS NOTED DATE: 10/3/16 PLUMBING PLAN POOL PLUMBING GERALD & ANABEL DE BRUIJN 812 NE 92nd ST 3 N.T.s RESIDENTIAL POOL SHEET 3 OF 6 2 1 ORIG. DWG: 17"x11" (ANSI B) 1 POOL FIXTURE SCHEDULE: 0 i 0 MARK DESCRIPTION VOLTAGE MANUFACTURER & MODEL NO. AO MAIN LUG BREAKER PANEL 120/240V EXISTING 200AMP PANEL FOR POOL W/ MIN 30A BREAKER OB POOL SUB PANEL 120/240V EATON 4 CIRCUIT PANEL CH4L125RP OR EQUAL, 125 AMP OC RECIRCULATION PUMP 230V PENTAIR INTELLIFLO VS OPOOL / SPA LIGHTS (2) 12V PENTAIR GLOBRITE LED OE TRANSFORMER (2) 115V/12V INTERMATIC PX300 OF WEATHER PROOF DUPLEX OUTLET 115V HUBBLEBELL 5839-5 OR EQUAL FEEDER & CIRCUIT SCHEDULE: CONDUCTORS MARK PHASE NEUTRAL GROUND CONDUIT REMARKS Q2 #8 1 #8 3/4" PANEL FEED Q2-#12 1- #12 1/2" UL SEALTITE Q1412 1-#12 1/2" UL SEALTITE Q1412 1- #12 1- #12 1/2" UL SEALTITE PANEL SCHEDULE: 1 PHASE, 3 WIRE, 120/240 VAC, INSULATED/BONDABLE SPLIT NEUTRAL CIRCUIT POLE TRIP LOAD AMPS 1 2 20A *RECIRC. PUMP 16.0 2 1 15A POOL LIGHTS & RECEPTACLE 7.8 TOTAL MAXIMUM LOAD 23.8 ELECTRICAL NOTES: 1) INSTALL ACCORDING TO NEC REQUIREMENTS & MFG RECOMMENDATIONS. 2) GFCI BREAKERS ON PUMP SINGLE PHASE CIRCUITS, RATED 15A OR 20A. 3) ELECTRICAL SUBCONTRACTOR OR CONTRACTOR SHALL NOTIFY KIMES ENGINEERING IF CONDITIONS DO NOT ALLOW INSTALLATION ACCORDING TO PLAN 4) MOTOR OVER CURRENT PROTECTION SHALL COMPLY WITH NEC 430.32, A BREAKER SIZED NO MORE THAN 125% OF MOTOR FULL LOAD CURRENT E AL REVIEW �wD OPTIONAL , ...... ...... .... ...... .... . ..... ...... .. . ..,.. .. .. , „ ,,,,,, • . . , , ,,,,,, ••„•• •• • •„• , , /MES EHG/VEERING D MANAGEMENT SERV/CE3, INC 3990 SR 64 E., Bradenton, FL 34208 Office:941-749-0311,Fax:941-746-7391 kent@kimesengineering.com P.E.33678, C.A.27189 02016 Kimes Engineering and Management Services, Inc. This drawing is the property of Kimes Engineering and Management Services, Inc. & is not to be ject 8 site specifically identified herein 8 is not to be used on any other project. It is to be retu ed upon request. DATE: REVISIONS: DWG. BY: JKK PRINTED: 1 O/3/1 G CHKD. BY: SCALE: AS NOTED DATE: 10/3/16 ELECTRICAL DETAILS GERALD & ANABEL DE BRUIJN 812 NE 92nd ST 4 RESIDENTIAL POOL SHEET 4 OF 6 KENr �'�°, pps� 0�a` ,�•`�,,���rE m V• � •r ■ o. 8 V / d �p STATE OF POD®�• `�� • oee te9+ 1 2 ORIG. DWG: 17"x11" (ANSI B) 04, MIN. FILTER SIZE @ "ANSI 15 FLOW' (4) PIPE DIA. MIN. STRAIGHT PIPE SIZED BY "ANSI 15 FLOW' @ 6 FPS PUMP SIZED BY ANSI 15 SELECTED FROM APSP LISTING AT "ANSI 15 FILTRATION FLOW" B (AT LOW SPEED) MIN. 18" STRAIGHT (HORIZ. OR VERT.) FOR FUTURE SOLAR PRIOR TO HEATER RECIRCULATION RETURNS MIN SIZE C "ANSI 15 FLOW" @ 8 FPS Suction Outlets ANSI 7 Flow" FPS SKIMMER SUCTION MIN SIZE Pressure Suction Branch ANSI 15 FLOW' @ 6 FPS SWIMOUT WHEN POOL DEPTH EXCEEDS 5 FT ANSI 5 10 8 - RE ANSI - 8 6 ANSI 15 8 6 IRc RT 6FN DIRECTIONAL WALL RETURI MIN (1) PER 'ZipA JF1 ' 1UN gNSI SLIP 5FLC)SpgSUpplYp�Y qLI 8FP DRAINNMIN NCH SIZE p,, S ANSI 7 FLOW' A�k �v5l S @ 6 FPS • "ANSI 7 FLOW": DETERMINED BY 1 OF 3 �SISFLOkI�W 1 SPROPTIONAL VACUU-Nt FIT LOAMUST HAVE DED COVER \ \ METHODS (E.G. MAX FLOW) Vy OFp� \ • "ANSI 15 FILTRATION FLOW": 6 HR tOFp TURNOVER, MIN 36 GPM 3 • "ANSI 15 AUXILARY FLOW": GREATER OF SPA JET OR OTHER FEATURE FLOW • "ANSI 5 FLOW": 12 HR TURNOVER OR OTHER "ESTIMATED/ DESIGN" FLOW I` L )�ILLr/ TYPICAL POOL ISOMETRIC APPROvi, n T N.T.S �-J J MIT r_N L I .• . � -.. . " PIPE FLOW AT GIVEN VELOCITY (GPMCOMPLIANCE W.L. ) PIPE 6 FPS 8 FPS 10 FPS COMPLIANCE A 1" 16 22 26 PRESSUED WHEN OFFSET = 1-1/2" 38 51 62 WATER DEPTH 2" 63 84 102 2-1/2" 90 119 146 (4-3Cl) 3" 138 184 226 , 4" 238 317 391 \ 6" 540 720 890 �O ANGLE OF REPOSE ' OR SEE CONTRACTOR PLAN TYPICAL RESIDENTIAL POOL / SPA SCHEMATIC PLAN & NOTES SCALE: N.T.S. 1 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 @ (4) POINTS MIN TO POOL PER "ALTERNATIVE MEANS" 680.26(B)(2)(b) NEI 011 SEE ANSI 5 FOR STEP REQUIREMENTS -------'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 SUCTION OUTLETS "ANSI 7 FLOW' DRAIN BRANCH PIPING MIN. SIZE "ANSI 7 FLOW' @ 6 FPS PAVER DECK BEDDING SAND % r COMPACTED• GRACE COMPAC OIL W SUBGRADE i MIN. 4" 2,500 PSI CON DECK I W/ 6x6 W.W.M. ORMESH FTG DEEP / #5 CON . WID ROT POOL SHELL BARS DECK & FOOTING OR SEE CONTRACTOR PLAN POOL ONLY ❑ SPA ONLY ❑ 2 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 5TH Ed, 2014. • Electrical equipment, wiring, & installation shall conform to the National Electrical Code 2011 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 5th Edition - Residential, Building, Mechanical, Plumbing & Gas Codes, as applicable . • respectively & amended. • • • • • • SEE INFORMATION ATTACHED TO 1:' uS FSERMIT...• PACKAGE FOR SITE SPECIFIC DETAILSQVVING Aft$;;• & 15 AND FBC COMPLIANT INFORMATION ON THIS SHEET COMPLIES WITH 5TI-� �Q 2014 FBC INCLUDING 2014 FBC ENERGY CONSERVA;I�NCQDE . •. •: • .................................................................................. j 812 NE 92nd ST;;„;, ;I • . • OWNER: GERALD & ANABEL DE BAUIJN**• • - CONTRACTOR: FLORIDA 101 :L.............................................0.0*.0...0 ...................................................... / VES ENG//VEER/NG Am V MANAGEMENT SERVICES, INC 3990 SR 64 E., Bradenton, FL 34208 i Office: 941-749-0311, Fax: 941-746-7391 kent ki esen Ineerin 1ToIII`� P.EE.3 678, C.A��jk�E��t a, @2016 Kimes Engineering & Man a s, This drawing is the property of Kimes Engine ring n aesr w 1p�. �v reproduced or copied in whole or in It is onl for ite Ant A" part. Lla s ie 'nnirt%s not to be used on any other prof ct. to �o v Vurnly .. - DATE: REVISIONS a _10". � •. ST r DWG. BY: KLT PRINTED. I�,•CQ��pP ,•••�, .�` CHKD. BY: JKK SCALE: S •' • • • • C7��o�' ��� aPVAL E%ll�ia DATE: 5-Aug-16 TYPICAL PLAN & 5thED2014FBC SECTIONS FOR RESIDENTIAL 5 POOL/SPA SHEET 5 OF 6 ORIG. DWG: 17"x11" (ANSI B) 1 o 1 0 TRUNK SUCTION PIPE SIZE AT 8 FPS ANSI 7 FLOW SUCTION OUTLETS W/ ANSI/ASME Al 12.19.8-2007 ANTI -ENTRAPMENT COVER, (2) REQD OR (1) UNBLOCKABLE DRAIN SUMP PER ASME All 12.19.8.2007 OR COVER MFR. SPECS ANSI 7 BRANCH PIPE SIZE AT 6 FPS AT FLOW BY: • MAX FLOW @ END OF PUMP CURVE • SIMPLE TDH METHOD • DETAILED TDH METHOD MAIN DRAINS MAY BE OMITTED ENTIRELY DECK TYPE: TYPICAL ISO OF DUAL DRAINS LJPAVERS N.T.S NOTE: NEW NICHELESS, POOL LIGHT PRODUCTS THAT HAVE NO BONDING REQMTS MAY BE USED 4" DECK W/ NON -SLIP FINISH SLOPED AWAY FROM POOL 2%-4% (TYP) P �3� #3 REBAR BUNDLED AT RIM OF L & 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 - EXTERNAL BONDING LUG FROM "LISTED" J-BOX WHEN PROVIDED. BONDED WITHIN J-BOX. #8 AWG COPPER TO POOL BONDING SYSTEM OR DIRECTLY TO BOND WIRE OPTIONAL VACUUM LINE & FITTING W/ SPRING LOADED COVER UNDERWATER LIGHT 18" MIN. BLW. d NORMAL WATER LEVEL (TYP) 3/8" SMOOTH SLIP RESISTANT FINISH TO COVER WALLS, a/ FLOOR, STEPS & SUMP % 4/ C D '.NtKAL NU I tJ: ` D = INSIDE DIA. OF PIPE CRUSH 1 ALL DIMENSIONS SHOWN ARE MINIMUMS. SHELL OR ALL HIDDEN LINES INDICATE SUGGESTED SUMP CONFIGURATIONS. GRAVEL FO iTFS- DEWATERING *FIELD BUILD SUMPS MEETING THESE CRITERIA REQD WHEN MFR POTS NOT USED HYDROSTATIC RELIEF MAY BE A • MAY OMIT IF LISTED COVER DOCUMENATION STATES OTHER "DEADLINE" OR PLUG IN SLOTTED CLEARANCE TO SUCTION PIPE REQD PIPE IN BOTTOM OF SUMP SUMP SECTIONS PER ASME Al 12.19.8-2007 SCALE: N.T.S. -- I 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 BOND — INSTALL #8 AWG WIRE VVIRE FROM POO EQUIPOTENTIAL BONDING TO FTG LOOP, 4%6" BLW. SUBGRADE, 18"-24" FROM POOL, BONDED ( ) PTS. TO POOL SHELL E NEC 680.26(B)(2)(b) 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 @ 9"x9" O.C.E.W. TIED EVERY OTHER CROSSING W/ 2-1/2" MIN. CLEARANCE MAIN DRAIN TO PUNIP NOTE: TRACTOR SHALL VERIFY FOR SUMP PER ASME Al 12.19.8*2007 W/ EA. PROJECT OVERHEAD POWER VGB COMPLIANT DRAIN COVER. LINE CLEARANCE & HYDROSTATIC RELIEF DEVICE UNDERGROUND WIRE DISTANCE PER NEC 680.8 & 680.10 POOL S- SEE SUUP PPMENTALRTENESPECIFNS T STRUCTURES FOR DEEPER IS ONLY GOOD FOR MAX 6 FT DEEP SOIL SUPPORTED OOR DEEP END SECTION SCALE: N.T.S. • 11 "11111111T'8 RZIUM ]1mYS dalliL 81 oli . Ba!'m"UDIG iT• Is�t kti 1� k a tka ie•. NnTF 1. APPROVED PRODUCT SPECIFICATION MAY DIFFER FROM FIELD BUILT SUMPS SHOWN ON THIS PAGE ADDITIONAL STRUCTURAL NOTES • Use minimum ASTE 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 ...... .... INFORMATION ON THIS SHEET COMPLIES WITfi•5•r"tD 2014 FBC INCLUDING 2014 FBC ENERGY CONSERVAT•16N CODE • ...• • • ... ....................................................................................................... 812 NE 92nd ST::•::. OWNER: GERALD & ANABEL DE*BRUIJN • • • CONTRACTOR: FLORIDA 101 .•. • ................... .................................................................... ............. ....... ... . . / WES ENGINEERING D MANAGEMENT SERVICES, INC j 3990 SR 64 E., Bradenton, FL 34208 Office: 941-749-0311, Fax: 941-746-7391 Y kent@ki P.E. ©2016 Krnes Engineen This drawing is the property of Kimes in reproduced or copied in whole or in part. It is on not to be used on any other pro DATE: REVISIONS: DWG. BY: KLT PRINTE CHKD. BY: JKK SCALE: DATE: 5-Aug-16 esengineeri II111 678, C. r 1T1T11�� ttff''-- 11/10jIe & Man e3,•IRC �& Bring a nt$ei- ces, klp for is to £ysit'� c c�lly i�7en{ifi j cte is to flu y • OF ra • SrA l"1! Gw` e. AS I•AL �°�°�o too TYPICAL PLAN & SECTIONS FOR RESIDENTIAL POOL/SPA 5th ED 2014 FBC 6 SHEET 6 OF 6 1 2 ORIG. DWG: 17"x11" (ANSI B) 1U0i� 1 01ViVAM07 NOT TO SCALE LEGAL DESCRIPTION: Lot 11, Block 2 of GOLDEN GATE PARK ADDITION, according to the Plat thereof, as recorded in Plat Book 6 at Page 130, of the Public Records of Miami -Dade County, Florida. SURVEYOR'S NOTES: THIS IS SHEET 1 OF 2 NOT VALID WITHOUT REMAINING SHEET 1. The herein captioned Property was surveyed and described based on the shown Legal Description as provided by Client. 2. Property Address: 812 NE 92nd Street, Miami Shores, Florida, 33138. 3. Ownership subject to OPINION OF TITLE 4. Survey Type: BOUNDARY AND TOPOGRAPHIC SURVEY. 5. The certifying Professional Surveyor and Mapper accept no responsibility for Rights -Of -Way, Easements, Restrictions of Record or other matters afTecting title to lands surveyed other than those recited in the current Deed and / or other instruments of record furnished by Client. 6. This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 7. There may be additional Restrictions not shown on this survey that may be found in the Public Records of this county. Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. 8. Ownership of fences shown hereon is not addressed by this survey. 9. The vertical control element of this Survey was derived from the National Geodetic Vertical Datum NGVD 1929. 10. Benchmark used: Miami -Dade County Benchmark Locator: 3251 N, Benchmark number: A 400, Elevation: 14.75' (NGVD 1929), which is a brass disc set vertically in the south face of Bank of America Building No.9190 located 164 feet northeast of center line of Biscayne Blvd. 11. Field -measured control for elevation information shown on this survey is based on a level loop. Closure in feet is accurate to a standard of plus or minus 0.05 ft. times the square root of the distance in miles. 12. The accuracy of control survey data was verified by redundant measurements or closed traverse and was found to meet or exceeded the required closure, based on the expected use of the property. 13. The Expected use of property is Suburban: with a linear closure of. 1 foot in 7,500 feet. 14. Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 15. The survey map and report or the copies thereof are not valid without the signature and the original raised seal of a Florida licensed Surveyor and Mapper. 16. Additions or deletions to survey, maps, or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 17. Contact the appropriate authority prior to any design work on the herein described parcel for Building and Zoning information. 18. Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property. 19. The Surveyor shall be notified, in writing, as to any deviation from utilities shown hereon, if any. 20. AREA OF PROPERTY: Net Area: 6,999 Sq. Ft. or 0.161 Acres. +/-, Gross Area: 8,249 Sq. Ft. or 0.189 Acres. +/- 21. By scaled determination the subject property appears to lie in Flood Zone X Base Flood Elevation = N/A, as per Federal Emergency Management Agency (FEMA) Community Name Village of Miami Shores, Community Number 120652, Map /Panel Number 12086C/0306 Suffix L, Revised Date: September 11, 2009. 22. Any use of this Survey for purposes other than which it was intended, without written verification, will be at the user's sole risk and without liability to the Surveyor and Mapper. Nothing herein shall be construed to give any rights or benefits to anyone than those certified to. 23. This survey meets the Standards of Practice set forth in chapter 5J-17, Florida Administrative Code, pursuant to section 472.027, Florida Statutes. 24. In some cases graphic representations have been exaggerated for clearer illustration, measured relationship shall have precedence over scale positions. 25. Elevations of well identified features as depicted on the Survey map were measured to an estimated vertical position accuracy of 1/100 of a foot on hard surfaces and 1/10 of a foot on ground surfaces. 26. Well identified features as depicted on the Survey Map were measured to an estimated horizontal position accuracy of 1/10 of a foot. 27. All distances and angles shown are field measured and correspond to record information , unless otherwise noted. Surveyor's Certificate: I HEREBY CERTIFY: That this Survey and the Sketch of Survey resulting therefrom was performed under my direction and is true and correct to the best of my knowledge and belief and further, that said Survey meets the intent of the applicable provisions of the "Standards of Practice for Land Surveying in the State of Florida", pursuant to rule 5J-17 of the Florida administrative code and its implementing law, Chapter 472.027 of the Florida Statutes. I further certify: That the positional uncertenties resulting from the survey measurements made on the survey do not exceed the allowable Positional Tolerances. ....... . .. .. f .. . Jose R. Batista. • • • • • • • • • • • • Professional Surveyor -and Mapper Number LS 6777 240 W 68th Street, No. 208, Hialeah, FL, 33014 Phone number: (305) 794 0951 • • • • . • • • • • • .. NOTICE: Not valid without the signature and original raised seal of a Florida License*&ur;oyo'i' 41c1Pai4Vr!AcJdiJonsaor deletions to Sketch of Survey are prohibited without the written consent of the signing party. " • • • • • CERTIFIED TO: GERALD DE BRUIJN ANABEL DE BRUIJN ADDRESS: .. .DATE OF. • 812 NE 92nd ST, MIAMI FILD;WK: SHORES, FL, 33138 •0� < 09.16: 0 P4DEI�NUMBER �••�:160702 DRAWN BY )B FIELD BOOK: SCANS SKETCH OF SURVEY THIS IS SHEET 2 2 NOT VALID WITHOUT UT � SCALE 1 "=20' REMAINING SHEET 92ndST. - j 16 ASPHALT. PAVEMENT , t I. O'00 O '0 ri N '- FIP 3/8" N� IRON PIPE W P NO ID (E=0.55') 37.5' BRIC Y 11 50.0w. - X 0 LO FIP FIP �y N NO ID 755.00'(R) NO ID i 74.87'(M) --------------------- X 0 LO FIP FIP �y N NO ID 755.00'(R) NO ID i 74.87'(M) --------------------- KU h N rn �n v 0.35'x1.5' CBS WALL (TYP.) .� X = PLANTER METAL FLAT COLUMN PLANTE+--, 0.35'17.34' oPLAN 12.03' 10.04' 0.7' 0.48' W CBS WALL STEPS (TYP.) CBS WALL C.U. ON CONC. /0 TILES ELEVATION=8.15 0.7' E CLF ^ ONE STORY C.B.S. LOT 10 LOT 12 RESIDENCE #812 to BLOCK 2 BLOCK 2 H.F.F.E.=10.60' N GOLDEN GATE GOLDEN GATE L.F.F.E.=10.38' �^ PARK ADDITION PARK ADDITION 0 "a a O (P.B. 6, PG.130) (P.B. 6, PG.130) o C3 10.10' 1.12' N 0.55' W 0.45'xO.45' 4.20' CLF OOD 10.62' 6' WOOD FENCE 04 83 OLUMN \C4.09' 0.25'x0.25' WOOD 0.2 E Ln 2 COLUMN (TYP. FOR 6) CLF o �/ ,i r/� SEPTIC TANK �� o ABBREV{AT{OHS 8C SYMBOLS APPROXIMATE LOCATION AND DIMENSIONS /e� to P.B. = PLAT BOOK PG. = PAGE ID = IDENTIFICATION FIP = FOUND 1/2' IRON PIPE 0.3WOOD RAILIN,p 5 O'6 y' W.P. = WOOD POLE CONC.= CONCRETE a gb R/W= RIGHT OF WAY v �61' SOD r C.U. = CONDENSING UNIT 1.23' M Po CLF = 4' CHAIN LINK FENCE \qLr C.B.S= CONCRETE BLOCK STRUCTURE 0.55' h� LF.F.E.= LOWEST FINISHED FLOOR ELEVATION UTILITY �� 1.7' W (DOES NOT CONSIDER CRAWL SPACE) 0.1' E PLASTIC SHED CLF H.F.F.E.= HIGHEST FINISHED FLOOR ELEVATION CLF ------------ ------------ N= NORTH INACCESSIBLE 50.00' E= EAST CORNER z to z LOT 16 i CORNER -INACCESSIBLE W= WEST 6 " I = CENTER LINE o BLOCK 2 ' GOLDEN GATE �,° = ELEVATION PARK ADDITION J/ (P.B. 6, PG.130) TYP'= TYPICAL (R)= RECORD (M)= MEASURED W.M= WATER METER Surveyor's Certificate: I HEREBY CERTIFY: That this Survey and the Sketch of Survey resulting therefrom was performed under my direction and is true and correct to the best of my knowledge and belief and further, that said Survey meets the intent of the applicable provisions of the "Standards of Practice for Land Surveying in the State of Florida", pursuant to rule 5J-17 of the Florida administrative code and its implementing law, Chapter 472.027 of the Florida Statutes. I further certify: That the positional uncertenties resulting from the survey measurements made on the survey do not exceed the allowable Positional Tolerances. �06 By: �. • • • • • • • f • • • Jose R.~Batista: • f • w • • • • • Professional Surveyor and Mapper Number LS 6777 2401AI 68tit_3tieet, No: 208; Hialeah, FL, 33014 Phone number:' (305) 794 0951 • . • • � . . ,, � , � • � . • • : f • • • • . • • NOTICE: Not valid without the signature and original raised seal of a Florida Licensed Sur, yor'Ppd Mabpgr. FV•ditibnp oT deletions to Sketch of Survey are prohibited without the written consent of the signing party. • r 4 • CERTIFIED TO: ADDRESS: • • DATE OF ORDER NUMBER: DRAWN BY: FIELD BOOK: IE GERALD DE BRUIJN 812 NE 92nd ST, MIAMI j-,D V;O#tt4: y•..a • • f 1:0702 JB SCANS ANABEL DE BRUIJN SHORES, FL, 33138 +� "-�' + 1 s . • • • • • �� eY • fi�T •.... • . • • • . • .. . Install Battery ................................................ 0 .•. .3 • Auto Battery Check ........................................ 4 Mount On Wooden Fence 5 ............................... Mount On Metal Gate ..................................... 6 Mount On Wall And Glass Doors ................... 7 Additional PASS/RESET Switch ................... 8 Operation........................................................ 9 Automatic Reset Under All Conditions ........ 10 Auto Siren OFF ............................................ 11 Automatic Continous Monitoring ................ 11 IMPORTANT............................................... 12 Welcome Congratulation on purchasing this YARDGUARD safety alarm. The YARDGUARD can be used to monitor potential dangerous areas, and provides a high volume alarm/alert when children enter these areas. It can be used indoors or outdoors, mounted on a wooden fence or metal gates. It can be mounted on any doorways or openings that lead to potentially dangerous areas. Caution The alarm siren is very loud. Never place the unit ..... close to your ear. Prolonged exposure to the lodd.sken;' .::. can affect your hearing. " Install the unit at minimum height 541", high ejdhgh :""' to be out of reach of children. : • : ; • fee This YARDGUARD is an entry monitor device. ' Whether expressed or implied, it cannot replace any safety device. All safety precautions should be maintained, including parental supervision. Neither SmartPool Inc. nor anyone else who has been involved in the creation, reproduction or delivery shall be liable for any direct, indirect, consequential or incidental damages arising out of the use or liability to use the YARDGUARD. 2 Install Battery Before installing the battery, use a rubber band to hold the magnet L sensors togetherxr c5 temporarily, with dot a ,, matched to dot, thereby preventing the alarm from sounding after the battery is installed s when mounting the • unit. To install battery, remove the four screws at the back; • • • • then open the battery door. ' Install a fresh 9V battery (not included) into the battery compartment. Check the polarity. Close the battery door and tighten up the four screws. E40 Now the unit is ON and in working mode. To check if battery is installed properly, press the battery check button located at the lower right corner. The unit will beep when you press this button. If no beep sound is heard, check the battery installation again, or replace with a new battery. Auto Battery Check The unit will keep monitoring the battery level. When it detects that the battery is low, you will hear a loud and short beep every minute. Change battery when you hear this beep. . • ...... .... 00 0 .0 o ...... ...... ..... . . .. . . Mount On Wooden Fence Install the mounting bracket onto fence post using the two bigger screws. Slide the alarm unit onto this mounting bracket. You will feel a click when the unit is properly installed. Mount the two magnet sensors onto fence post, one on Mount On Metal Gate Install the mounting bracket onto gate post using two nylon straps. Slide the alarm unit onto this mounting bracket. You will feel a click when the unit is properly installed. Mount the two magnet sensors onto the t w o post using the nylon straps. N 11 Mount On Wall And Glass Doors Install the mounting bracket using two pieces of double sided foam tape. Slide the alarm unit onto this mounting bracket. You will feel a click when the unit is properly installed. Apply the double sided foam tape onto the bottom recessed area of magnet sensor pair. Mount the magnet sensors, one on the door and the other on the door frame. Mount the magnet sensor with the wire onto the stationary surface such as door frame. ...... .... • • • ...... Additional PASS/RESET Switch This unit provides an additional PASS/ RESET switch, which can be mounted on the other side of the door for convenient access from both sides. This additional switch can be mounted by the 2 smaller screws or double sided foam . • • • • • . • r • 8 Operation This YARDGUARD is designed to monitor the opening of gate or door, to alert an adult if a child has opened a gate or door to a potential dangerous area. Check the battery. Press the CHECK button should give a loud beep, otherwise replace with a new battery. The unit will give a loud siren if gate or door is opened by more than one inch. For adult entry, press the PASS button. The unit will allow the door be opened up to 7 seconds without triggering alarm. However, if the gate or door is opened for over 7 seconds, the alarm will trigger. s.... .... of • 0 To reset the alarm, first close the door and then press the PASS/RESET button. The alarm is now back to stand by mode. To exit the protected area, press the PASS/RESET button and exit the area within 30 seconds. Automatic Reset Under Conditions Goo* 00 0000 0 0 All"' The unit will be reset automatically in 30 seconds after the last key activation. If the PASS/RESET button is pressed but the adult entry 7 seconds allowance is not utilized, this adult entry allowance will be canceled in 30 seconds, and reset to stand by mode automatically. E Auto Siren OFF Siren can be turned OFF manually as describe on previous section, or the unit will reset in 4 imillites automatically if the gate is closed. Automatic Continous Monitoring If alarm is triggered and reset by itself in 4 minutes, the unit will check the condition of magnet contact sensor to decide if the door remains open or not -elf, the door is left open. the alarm sounds main -W1.•4 minutes. check the door condition abain and col�t�iiidie the cycle until the door is closed. •• •• .... ...... .... ...... IMPORTANT Keep the distance between the two pieces magnet sensor contacts to a maximum of 3/4" ••�:: .•.:.. ...... .... ...... ... 1 .. W • Test the unit by opening the d0ar. ... ...... The alarm should go off 10 immediately. Otherwise contact SmartPool Inc. at 877-799-7665. Do not rely on the alarm until the test results are satisfactory. 12 • i • 1' •••s • • • • • 1 • i a • • i /ME E ENGINEERING NO MANAGEMENT SERVICES, INC. ENGINEERING REPORT INDEX SHEET pursuant to Rule 61G15-23.001(4)(b), F.A.C. SUPPLEMENTAL INFORMATION TO THE SUBJECT RESIDENTIAL POOL/SPA PERMIT APPLICATION meeting 2014 FBC 5th Ed, Section 454.2 Private Swimming Pools SPECIFICALLY: WORKSHEET SHOWING COMPLIANCE WITH ANSI 15 SITE SPECIFIC INFORMATION SHOWING COMPLIANCE WITH ANSI 7 TDH CALCULATION SUPPORTING ANSI 7 SUCTION OUTLET INFORMATION • ATTACHED PRODUCT SHEETS WITH INFORMATION SUPPORTING ANSI 7 AND 15 WORK SHEETS •••• PROJECT INFORMATION ..•..• PROJECT CLIENT: FLORIDA POOL 101 •' • • • - PROJECT NAME: GERALD & ANABEL DEBRUIJN PROJECT ADDRESS: 812 NE 92NO ST •° • LOT: 11 AREA: GOLDEN GATE PARK KEN T NO.33678 STATE OF : cr '•.��ORfID-•��c�',a 1 NAB - For Client Use Only - © 2016 Kimes Engineering and Management Services, Inc. 3990 SR 64 E 1 Bradenton, Florida 34208 1 ph: (941)749-0311 kent@kimesengineering.com 1 P.E. 33678, C.A. 27189 /MES ENGINEERING ND MANAGEMENT SERVICES, INC. FLORIDA POOL 101 Client of Kimes Engineering: 11 Worksheet showing data for compliance with ANSI/APSP- 15 Owner: GERALD & ANABEL DEBRUIJN Address: 812 NE 92ND ST Lot: 11 ANSI 15 Filtration Flow Area: GOLDEN GATE PARK Volume of Pool Area 200 x Avg Depth 3.985 = Vol in CF 797 Vol in CIF x 7.48 gal/CF = 5962 GALLONS Calculate Maximum Filtration Flow Rate: Pool Volume/ 360 = L7 GPM [if <13,000 MAY use 36 gpm] ANSI 15 Auxiliary Flow MAY USE LESS THAN THIS MAXIMUM Calculate Maximum Auxiliary Load Design Flow Rate: IF ATLEASTANSI5 12 HR TURNOVER Number Spa Jets X 7 to 15 GPM = 0 GPM Or Water Feature Flow: 0 GPM 0 ANSI 15 Flow ACTUAL TURNOVER AT ANSI 15 FLOW= 2.8 HR IF -LESS - KHAN 12 HR-MEETS"":t - ANSI 15 Flow: 36 GPM [maximum ANSI 15 Filtration Flow, minimum 12 hour turnover} ....• • • ...... ' . ...... PUMP FROM APSP LISTING .••:.. Select a pump with Curve A (pools <17,000 gal) or Curve C (pools >17,000 gal) flow equal to bf less than. "'ANSI 15' Filtration Flow. May select a multi speed pump with flows acceptable for the ANSI 15 Auf i low with*.acceall t � ' .1• PIYf -. P g..' Curve A or C listed flows. Curve A or C flows listed have no relationship or requirement relatecL0ANS1VAUiliary.Fiow. • . . . . ...... ..... . Pump Make &Model: PENTAIR INTELLIFLO : ....: P (] g g P 11 GPM, & @ High Speed •: GPM • Pump Flow Rates from Listing: @Low/Sin le speed Pump Control: Filtration Pump has no auxiliary load: X , time clock to be installed. Filtration Pump with auxiliary load: Control for low speed default w/in 24 hrs: SELF CONTAINED Make/model Size filter on "FILTRATION Flow" Filter Rates: Cartridge= 0.375 gpm/sf; Sand= 15 gpm/sf; DE= 2 gpm/sf Filter size: ANSI 15 Flow 36 GPM / 0.375 gpm/sf = 96.0 SF Min Filter Size [see pool plan for filter model or show here: PENTAIR CC100, 1005F ] ANSI Flow see Site Specific Information Sheet ANSI 5 Flow: Depending on the pipe, use any of the ANSI 15 Filtration, or ANSI 15 flows or the flow at 60 ft TDH on the selected pump curve for the ANSI 5 Flow. See flow vs velocity vs pipe size on Standard Engineering. See summary of pipe sizes on ANSI 7 Site Specific Information Sheet HEATER MODEL: X GAS HEATER EFFICIENCY RATING: X with no pilot light [min 78%] HEAT PUMP EFFICIENCY C.O.P.: X [min 4.0] 0 - For Client Use Only - @ 2016 Kimes Engineering and Management Services, Inc. 3990 SR 64 E I Bradenton, Florida 34208 1 ph: (941)749-0311 kent@kimesengineering.com I P.E. 33678, C.A. 27189 MESENGINEERING ANAGEMENT SERVICES, INC. FLORIDA POOL 101 Client of Kimes Engineering: Owner: GERALD & ANABEL DEBRUIJN Address: 812 NE 92ND ST SITE SPECIFIC INFORMATION FOR COMPLIANCE WITH ANSI/APSP-7 METHOD OF DETERMINING ANSI 7 PUMP FLOW Max Flow from Pump Curve Simplified TDH DIetailed TDH Pump Curve Attached Curve & Calc Curve & Calc X SUCTION OUTLET FOR: FILTRATION PUMP Wrl Manufacturer & Model PENTAIR INTELLIFLO Pump Flow from Pump Curve with method indicated: 106 GPM Maximum Pump Flow for sizing Branch Pipe & Suction based on number of Suction Outlets used :1 X GPM IMinimum Branch Pipe Size given flow at 6 FPS: 3 INCH LISTED SUCTION OUTLET COVER/GRATE- POOL OUTLET . 0 6 • Number of Suction Outlets: TWO Manufacturer & Model: ; VA.YWAi?®•8 IN'•••;' APPROVED Maximum Outlet Flow (GPM) Floor flow: 125 WaU flAW: •ZZ.. ....:. TRUNK/SUCTION PIPE SIZING- ANSI 7 FLOW """ . ... ...-.--.— Minimum Trunk Pipe Size given flow @ 8 FP00.0. 2 5 •. . JUth Pipe • . . SUCTION OUTLET FOR: SPA "'•" .. .. . ...... Manufacturer & Model X. Pump Flow from Pump Curve with method iQdigted: GPM;...,,; Maximum Pump Flow for sizing Branch Pipe & Suction based on number of Suction Outlets•useed : •x • :GPM Minimum Branch Pipe Size given flow at 6 FPS: INCH LISTED SUCTION OUTLET COVER/GRATE- SPA OUTLETS Number of Suction Outlets: X IManufacturer & Model: X APPROVED Maximum Outlet Flow (GPM) Floor flow: Wall flow: GPM TRUNK/SUCTION PIPE SIZING- ANSI 7 FLOW Minimum Trunk Pipe Size given flow @ 8 FPS F Inch Pipe ANSI 15 FLOW= 1 36 GPM PIPE SIZE "INCH" OTHER PIPE SIZE SUMMARY SKIMMER SUCTION- ANSI 15 FLOW @ 6 FPS: FILTRATION RETURN SIDE -ANSI 15 FLOW @ 8 FPS: 0 GPM AUXILIARY RETURN SIDE- ANSI 5 FLOW @ 10 FPS: 0 GPM 2"" AUXILIARY RETURN SIDE- ANSI 5 FLOW @ 10 FPS: OPTIONAL VACUUM OR SWEEP LINE- ANSI 5 FLOW @ 8 FPS: FULL FLOW SPLIT FLOW MIN 1-1/2 MIN 1-1/2 MIN 0 MIN 0 TYP 1-1/2 NOTES: SUCTION OUTLETS IN FLOOR ONLY, NO WALL SUCTION USE DUAL HAYWARD 8" DRAINS FOR POOL, WITH 3" BRANCH PIPE USE 2.5 " SUCTION LINES TO PUMP - For Client Use Only - @ 2016 Kimes Engineering and Management Services, Inc. 3990 SR 64 E I Bradenton, Florida 34208 1 ph: (941)749-0311 kent@kimesengineering.com I P.E. 33678, C.A. 27189 MENGINEERING MANAGEMENT SERVICES, INC. Pool ONLY suction pressure equipment Pipe Size 2.5 2 2 Pipe Length 100%flow 87 48 15 #EI fittings 5 S 5 #T Run fittings 0 0 0 #T Branch fittings 1 0 1 Gate Valves 0 0 1 # 3 Way valves 0 0 2 PROJECT CLIENT FLORIDA POOL. 101 PROJECT NAME GERALD & ANABEL DEBRUIJN PROJECT ADDRESS 812 NE 92ND ST 0 0 0 This calculation assumes worst case with 100% suction from drain and none from skimmer. This calculation is conservative in that it omits the velocity head on the pressure side beyond the first split of return lines. Filter: PENTAIR CC100, 1005F Head loss based on Hazen -Williams equation Heater: X Head Loss per 100 ft=0.2083 (100/c)1.112 *g1.852 /dh 4.8655 Return Fittings 3 Using c= 140 sees • e . sees seeeee 00 e . .. e SUM PIPE FRICTION HEAC FILTER HEAC RETURN FITTING FLO" SALT CELI HEATEF SUM TDH FLOW 120 100 80 c 60 f- 40 20 2.17 9.61 20.35 34.68 52.421 0 0 • 0,;da48 0.00 0.4 1.7 3.7 6.5 •••••09.3 0.8 1.5 3.3 5 7.4 010 0 0.7 1.4 2.3 3.3 ..... .4.3 01 0.00 01 0 0 ee ._ 0 2.97 12.21 26.751 45.68 69.62 • • • 0 or08 20 40 60 80 100 ' 120 DETAILED TDH POOL MODE Pump Curve PENTAIR INTELLIFLO VS 0 0 0 0 - —W - - - -- - --- a 0 20 40 60 80 100 120 140 GPM sees sees.. sees.. sees sees sees. sees. sees.. sees.. sees.. sees.. sees.. sees USE MINIMUM 2.5" BRANCH SUCTION MAXIMUM FLOW 106 GPM OPERATING TDH 78 FT ANSI 7 SUCTION BRANCH: 3 MIN IF MULTIPLE OUTLETS- OMIT FOR UNBLOCKABLE OUTLETS ANSI 7 SUCTION TO EQUIP: 2.5 " TRUNK SUCTION TO EQUIPMENT - For Client Use Only - © 2016 Kimes Engineering and Management Services, Inc. 3990 SR 64 E I Bradenton, Florida 34208 1 ph: (941)749-0311 kent@kimesengineering.com I P.E. 33678, C.A. 27189 GERALD & ANABEL DEBRUIJN 812 NE 92ND Si 100 90 80 g 70 3 0 60 tL 20 INTELLIFLO® VARIABLE SPEED HIGH PERFORMANCE PUMP (CONT'D) Dimensions and Performance • • • • • • • • • • • • ••• • • • • • • • • •••• 0 10 20 30 40 50 60 70 80 90 1D0 110 120 130 140 150 160 170 180 FLOW RATE IN US GALLONS PER BMNURE —T— - — — — — r-- — — MAX 5 @34SD RIM - --- FACTORY PRESUSPEEDS —3110 RPM - -2350 RPM SPEE.4 MID RPM —1500 RPM _ —750 RPM• • • • • • • SPED 3 235D RPM • • • • SPEED I-150D RPM �• • • �Sp- • •• • • 1-7S0 RPM Note: IntelliFlo VS+SVRS minimum speed is 1100 RPM na�i��n■ ,ate--= �P• �■ I\ �'�� i1 •O�r / 50 See page 510 for replacement parts GERALD & ANABEL DEBRUIJN 812 NE 92ND ST 12HAYWARUPooiProducts A Hayward Industries, Inc. Company CERTIFICATION OF COMPLIANCE I Hayward Industrial Drive Clemmons, NC 27012 336-712-"00 www.haywardnet.com Contains: WG1048E Description: 8" Round Suction Outlet Cover Ratings: Floor: 115 GPM WaIL- 72 GPM Open Area: 8.1 so -in Certified to Comply with Section 1404 of the Virginia Graeme Baker Act (VGB) Pool & Spa Safety Act Test Results can be obtained from:www.Haywardnet.com and/or http://www.nsf.orp/Certified/Pools/ Manufactured: Between October 2008 and December 2008, by Hayward Pool Products in Jiangsu Province, China and Clemmons, NC Divisions of Hayward Industries, Inc. 620 Division Street, Elizabeth, NJ 07207, Phone 908-355-7995 Date of Mfr: The Lot Number shown on the product label contains the Year & Month of manufacture. The first number represents the year (ex 8 = 2008) and the second character the month (A=Jan, B=Feb, H=Aug, Lis skipped, J=Sep, etc) 6 • Tested to ANSI/ASME 112.19.8-2007 (addendum 8a-2008) per Section 1404 of the Virgitria.C.rr„ae Baker . ; Act (VGB) Pool & Spa Safety Act. Certified by NSF International, 789 N. Dixboro, Road, Artl.j449r, MI. 48105 1(800? -NSF-MARK- Date of Installation: ISW",1#0•4VOC 0• • .. •• •• • • • • • • . • • SPACING BETWEEN • • • MOUNTING HOLES USED ON FOLLOWING SERIES: 00 WG1030AVPAK2 SP1030AVPAK2 00000 WG1048AVPAK2 SP1048AVPAK2000000000000 07 3/4" 00 WG1049AVPAK2 SP1049AVPAK2 7M060000;0C0000�/000k0100)1C' WG1051AVPAK2 SP1051AVPAK2 SUCTION OUTLET 00 0 WG1052AVPAK2 SP1052AVPAK2 COVER WG1448E WG1053AVPAK2 SP1053AVPAK2 WG1054AVPAK2 SP1054AVPAK2 WG1153AVPAK2 WG1154AVPAK2 SP1153AVPAK2 SP1154AYPAK2 G �LDUNE HAYWNAR1YPool C s One source. Every pool. iq Allll fr7'^ WNW '.,'. !'I IVA If: r:-Il11l, it'. 1 ,.. },. i h ,I► mtr �7URY c.grs• at ;, SEPTIC "•- ui pFfnItIENCf UB12 yl '' IS,I76{I : Hr I fU1 ;1EN GniE LF%,{'5.,.10i8' 4irr :r_I {°ARh A(1(ttI1C1N �r i !1 �1 A 'Vrj' Vvltr illitJqu 'll i7l' fl;"Iikfl��'vr;tE :+ LOCATION OF — >•'•' �; r i TANK ' r.�..t. �'! I �; 1u11iA;,i; `j 1 tdrtllitl':ATIUtQi 8' �l!,rl✓';" • ,r� 1 APPRO LOCATION OF - ) j;x'1'M1~° r Fj'-M40 cu:.'"ah W., FIELD ti _JLDRAIN Yy. ,, u 1C.- xycrrrt r" • Y. rain a wv S:i: „ O7r 04"Jd U4'. - �?' • tla11 Y� r . � •�r•1x1 I 1 1 n Ia:C". IAE t'ON,x'Yx war, 13 -7 Nv►t- y�rt•" rAr4r• 7• r,µ ..I . !-r llr1 1= �.,y I ' n,l,' I lrlac:i�aYu:._ .YI :t.fa.ca S�' I . N- 11t:1:Sli '` _•... �° _� eucr.7s",•mi n-am YYfilara MES ENG/NEER/NG MANAORMMINERVIONA/NO .ylr,; a v';' I z.rt}IICi vE 2800 OR 64 H., Orxtl•MoN, PI.24208 IiC.S1l!1;:iAiE i .tlf1'AY,7Y 01800t 041.749-0011, Fxx1041.740.7201 N0P@kImagn0Ao27180om I'ARY, AIIVII Inn 4+ YN- fYPCrU RIMwigroprodurotlmoopaEtl O701x Nlmro 8nhh11aorhq and M°nupemtlnl B°nkoa lm, Thh drowmp h dro 0rrooppoorry al Wmx, 8(�Hpineorh0yantlgMWannp�m°nl Bavla°e.Ina A III not W III, c16 h°lelnlh huWxd nn MY OlMr protOtl. NIib �tl�IpglWYl�ly ;elnNlal A, 61-011. I W.V. tl,:ii°r ImIA a Witt, • • • • • • • • • DATE: REVISIONS; 9WG.8Y: JKK PRINTED; 8/18/18 • • • • • • • • • • • • e • • • CHKD. BY: SCALE, AS N OTED t _ _ SITE PLAN ••• •• • •• . ••.• •• . . • SITE PLAN • • • • • ' + • : GERALD & ANABEL DE BRUIJN 000 • S11'E INFMRMATR7N FROM SURVEY 812 NE 92nd ST PROVIDED BY FOOL CONTRACTOR RESIDENTIAL POOL SHEET 1 OF 1 1 e ORIG. DWG; 17-x11r• (ANSI S) • •� •• • • a •• •• ••• • • 0 000 0 0 • 1 GENERAL NOTES 1. THIS PLAN AND SPECIFICATIONS MEET 2014 FBC 5TH ED, SECTION 454.2. 2. THIS PLAN MEETS 2014 FBC 5TH ED BUILDING, SECTION 1804 PROHIBITING REMOVAL OF LATERAL SUPPORT FROM ANY FOUNDATION. 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF UNUSUAL SOIL OR WATER CONDITIONS CAUSE A THREAT TO THE STRUCTURE FOUNDATION. 4. CONTRACTOR TO USE STANDARD WORK PRACTICE IN INSTALLATIONS 5. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR SECURING PRODUCTS. B SEE SUPPLEMENTAL SHEETS FOR: • SITE PLAN • S1 & S2 FOR STANDARD CODE RELATED DETAILS • SITE SPECIFIC INFORMATION SHEETS FOR ANSI 7 AND 15 COMPLIANCE • PLUMBING PLAN • ELECTRICAL DETAILS a 0 LEGEND or POOL LIGHT- NICHELESS LED E POOL LIGHT- STD NICHE POOL LIGHT- UPLIGHT LED POOL SKIMMER CHANNEL DRAIN ' SIDE SUCTION DRAIN � R FILTERED RETURN JET RETURN ► VAC VAC LINE 1 AUTOFILL ATANAEE EN/GEMENT SERV/CES,/NC3990 SREBdnton,FL 3408 ffice: 941-749-0311, Fax: 941-746-7391 kent@kimesengineering.com P.E.33678, C.A.27189 2 CIyMICAL TERMITE PROTECTION 2014 FBC 5TH ED MfhON 1816.1.6 CONTRACTOR TO UfE STANDARD INSTALLATIOIRS FOLLOW MANUFAC URER'S RECOMN/ AND SECURIN 3 PRODUCTS. EXISTING CHILD SAFETY ALAR WS SHALL BE SYS DWELLING PREVIOUSLY APPRO iIED BY THE BLDG INSTALLED AND ACI IVE ON ALL DOOR �. WINDOWS PURSUANT TO 454.2.17.1.9 F PRIOR TO FILLING T E POOL WITH WA1 DATE EXISTING LANAI Y 7'-10" 4' — CASCADE i 13 L3 POOL PI C A Fln f,ns 1INTV SCALE: 1/8" _ >;!-JAI li +s a INTED: b/1 U/16 02016 Kimes Engineering and Management SCALE: AS NOTED Services, Inc. This drawing is the property of Kimes Engineering { and Management Services, Inc. & is not to be DWG. BY: JKK 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 CHKD. BY: JKK returned upon request. - DATE: 8/10/16 DATE: i REVISIONS: 12'-6" Name: GERALD AND ANABEL DE BRUIJN PRACTICE IN Address: 812 NE 92N6ST City: MIAMI SHORES County: MIAMI-DADE CATIONS WITH Sub, Div.: GOLDEN GATE PARK Lot:-11 -- — .. .. -- — EM Size: 20'X10' Size: NA IEPT, Area: 200 SF Area: NA AND Depths: 3' to 4'11" Depths: NA I.0 Perimeter: 60 LF . Perimeter: NA i=, �� •a v r ys EXISTING FENCE Pump #1: PENTAIR INTELLIFLO VS Draws From: POOL OUTLETS Suction Outlets: HAYWARD 8" DUAL DRAINS (WGX1048E) „5ueti �um , INCLUDED . Pump #2: , N/A Draws From: N/A ' Outlets N/A...... . .Suction Such. . ` . . . . . . . . . . N/A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . .. .......................,... Pool Heater: .. . . . . . . ...., • • ..... . . NONE, • M;j Neater: NA Pool Light: PENTAIR GLOBRITE LBQ• 6 pa Light: • • • Skimmer: YES- NSF ...... • ,Ko._ bPENTAIR'C 100 •Sp2•Blower: •NA Chlor� do � PENTAIR 1C • ;'halves: NA' , sue I eturn I(�'lets . 3 I°ool Th'erapy::�IdIC:. 'N/A T)m CIO&ICbntrolS: ON PUMP ;Spa �pntrol. Pool eck: EXISTG • • • t-P6mp be k e TBD Deck Edge: EXISTING . Deck Drain: TBD Earth Disposal: TBD Automatic Pool Cleaner: TBD . Cage: NONE . . . . . . . . . . . . . . . . . . . . . . 'Gas line, gas tank and hook up by separate permit. Yard Barrier: 4' CHAIN LINK House Barrler:ALARM 04/�a00.0g' .. .. ` NO. 37678 . . . . ;.: STAFF OF i6 ............. ...... GERALD AND ANABEL DE BRUIJ 812 NE 92ND ST RESIDENTIAL POOL SHEET 1 OF 1 1 2 ORIG. DWG: 17N11" (ANSI B) c„�` r cis was T.�s - ti� tva�l�er,■ti:•� C .7" E —i �r W LOT 17 5L01€ 2 OME GA"TE PAN ,A881"10.4 a � 11i' E 11 Cti I PARR 0.8- 6'-011 SITE PLAN V" 20' :tF 14 SITE INFORMATION FROM SURVEY PROVIDED BY POOL CONTRACTOR 2 • • • • • • • • •••• ••••••• •00 . .... ..... : i No0678 • . .... • •...ONAL 0, 1110111811111111111110ot�, /MES ENGINEERING D MANAGEMENT SERVICES, INC 3990 SR 64 E., Bradenton, FL 34208 Office: 941-749-0311, Fax: 941-746-7391 kent@kimesengineering.com P.E.33678, C.A.27189 ©2016 Kimes Engineering and Management Services, Inc. This drawing is the property of Kimes Engineering and 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. DATE: REVISIONS: DWG. BY: JKK !PRINTED: 8/9/16 CHKD. BY: SCALE: AS NOTED DATE: 8/9/16 SITE PLAN GERALD & ANABEL DE BRUIJN 812 NE 92nd ST RESIDENTIAL POOL AND SPA SHEET 1 OF 1 ORIG. DWG: 17"x11" (ANSI B) 2 U11 LEGEND POOL LIGHT- NICHELESS LED POOL LIGHT- STD NICHE POOL LIGHT- UPLIGHT LED i POOL SKIMMER CHANNEL DRAIN SIDE SUCTION DRAIN R FILTERED RETURN JET RETURN ► VAC VAC LINE AUTOFILL POOL RETURN 2" 0 SKIMMER SUCTION 2" I SHEER 2" 1 POOL PLUMBING N.T.S -r ,"ER CASCADE NOTES: POOL PIPING IS CONSIDERED PROCESS PIPING AND NOT SUBJECT TO 2014 FBC 5TH ED- PLUMBING. SEE BOAF INTERPRETATION #3643. THIS PLUMBING INFORMATION IS FOR SCHEMATIC PURPOSES ONLY AND CONTRACTOR MAY PLUMB THE POOL IN OTHER WAYS TO IMPROVE EFFICIENCY. THE PIPE SIZES SHOWN HERE ARE MINIMUMS EXCEPT FOR THE DRAIN BRANCH AND TRUNK SUCTION PIPE. NO ALTERNATE SIZING MAY BE USED THERE. _ gTATE1F ; ;«fr•' /MES F /VG/HER//VG D MANAGEMSERV/NC3990 SR , Bradenton, FL 34208 Office: 941-749-0311, Fax: 941-746 7391 kent@kimesengineering.com P.E.33678, C.A.27189 ©2016 Kimes Enginee ng and Management Services, Inc. This drawing is the property of K mes Engineering and 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. DATE: I REVISIONS: DWG. BY: JKK PRINTED: 8/10/16 CHKD. BY: SCALE: AS NOTED DATE: 8/10/16 PLUMBING PLAN GERALD & ANABEL DE BRUIJN 812NE92ndST RESIDENTIAL POOL SHEET 1 OF 1 1 2 ORIG. DWG: 17"x11" (ANSI B) 1 2 i POOL FIXTURE SCHEDULE: MARK DESCRIPTION VOLTAGE MANUFACTURER & MODEL NO. AO MAIN LUG BREAKER PANEL 120/240V EXISTING OB POOL SUB PANEL 120/240V EATON 4 CIRCUIT PANEL CH41-12511P OR EQUAL, 125 AMP �C RECIRCULATION PUMP 230V PENTAIR INTELLIFLO VS OPOOL / SPA LIGHTS (2) 12V PENTAIR GLOBRITE LED OTRANSFORMER (2) 115V/12V INTERMATIC PX300 O FEEDER & CIRCUIT SCHEDULE: MARK PHASE CONDUCTORS NEUTRAL GROUND CONDUIT REMARKS Q2 #g /'041 #8 3/4" PANEL FEED Q2412 1- #12 1/2" UL SEALTITE 3 1412 12 1 - #12 1/2" UL SEALTITE PANEL SCHEDULE: 1 PHASE, 3 WIRE, 120/240 VAC, INSULATED/BONDABLE SPLIT NEUTRAL CIRCUIT POLE TRIP LOAD AMPS 1 2 20A *RECIRC. PUMP 16.0 2 1 15A POOL LIGHTS 7.8 TOTAL MAXIMUM LOAD 23.8 NOTE: INSTALL ACCORDING TO NEC REQUIREMENTS & MFG RECOMENDATIONS. * GFCI BREAKERS ON PUMP SINGLE PHASE CIRCUITS, RATED 15A OR 20A �- F Z prz � y'e� G r'" � n, r v `� � �� ` �%tc✓iY ��� #8 AWG BOND WIRE 4"-6" BELOW SUBGRADE W-24" FROM POOL BONDED @ 4 POINTS TO POOL SPELL NEC 680.26(B) (2) (B) ELECTRICAL REVI W ar- APPROVED DATE AT EE F NG/��F EERING NAGEMSERVICEC3990 SR ,Bradento3408 ffice: 941-749-0 Fax: 91-746-7391 kent@kimesengineering.com P.E.33678, C.A.27189 ©2016 Kimes Engineering and Management Services, Inc. �_ �! This drawing is the property of Kimes Engineering and 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 ,! `�` �. •'�„ ��'. ••I not to be used on any other project. It is to be returned upon request. C NO, 33678 st DATE: REVISIONS: STAVE OF • DWG. BY: JKK PRINTED: 8/10/16 0F� 'FRI ID''\40,��* CHKD. BY: SCALE: AS NOTED °Oioe' ZONA1.lE Q,,��' DATE: 8/10/16 ELECTRICAL DETAILS GERALD & ANABEL DE BRUIJN 812NE92ndST RESIDENTIAL POOL SHEET 1 OF 1 1 2 ORIG. DWG: 17"x11" (ANSI B) 1 2 I 0 MIN. FILTER SIZE @ "ANSI 15 FLOW' (4) PIPE DIA. MIN. STRAIGHT PIPE SIZED BY "ANSI 15 FLOW' @ 6 FPS PUMP SIZED BY ANSI 15 SELECTED FROM APSP LISTING AT "ANSI 15 FILTRATION FLOW' (AT LOW SPEED) MIN. 18" STRAIGHT (HORIZ. OR VERT.) SKIMMER SUCTION MIN SIZE FOR FUTURE SOLAR PRIOR TO HEATER "ANSI 15 FLOW' @ 6 FPS RECIRCULATION RETURNS MIN SIZE SWIMOUT WHEN POOL DEPTH EXCEEDS 5 FT "ANSI 15 FLOW" @ 8 FPS • "ANSI 7 FLOW": DETERMINED BY 1 OF 3 METHODS (E.G. MAX FLOW) • "ANSI 15 FILTRATION FLOW": 6 HR TURNOVER, MIN 36 GPM • "ANSI 15 AUXILARY 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 10 FPS 1" 16 22 26 1-1/2" 38 51 62 2" 63 84 102 2-1/2" 90 119 146 3" 138 184 226 4" 238 317 391 6" 540 720 890 t ttusfs'-1 %kNS17 Ptow• V p$ \ DIRECTIONAL WALL RETU MIN (1) PER DRAIN BRANCH MIN. SIZE "ANSI 7 FLOW' @ 6 FPS OPTIONAL VACUMI- FITTING MUST HAVE i��10pn SPRING LOADED COVER \ \ OFFSET � :•_. ,.. - . �. W.L. COMPLIANCE - PRESSUMED WHEN OFFSET = =i WATER DEPTH of - w WI Q� ANGLE OF REPOSE OR SEE CONTRACTOR PLAN '-J TYPICAL RESIDENTIAL POOL /SPA SCHEMATIC PLAN & NOTES SCALE: N.T.S. - — -- - — 1 FPS Pressure Suction Branch ANSI 5 10 8 - ANSI 7 - 8 6 ANSI 15 8 6 - SURFACE SKIMMER •(1) MIN PER 800 SF •SUCTION MIN SIZE "ANSI 15 FLOW' @ 6 FPS • MAY BE OMITTED IF "NEGATIVE EDGE" OR OTHER WEIR USED PAVER DECK GRADE #8 AWG SOLID COPPER BOND WIRE AROUND POOL / SPA 4"-6" BELOW SUBGRADE 18"-24" FROM SHELL & BONDED @ (4) POINTS MIN TO POOL PER ''ALTERNATIVE MEANS" 680.26(B)(2xb) NEC 011 i SEE ANSI 5 FOR STEP REQUIREMENTS / 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 SUCTION OUTLETS "ANSI 7 FLOW' DRAIN BRANCH PIPING MIN. SIZE "ANSI 7 FLOW' @ 6 FPS BEDDING SAND r COMPACTED COMPACTED SOIL SUBGRADE MIN. 4" 2,500 PSI CONC. DECK W/ 6x6 W.W.M. OR FIBERMESH ly TURNDOWN FTG DEEP W BWOT5 CONT. @ WIDE —`POOL SHELL #_ BARS DECK & FOOTING -OR—SEE CONTRACTOR PLAN POOL ONLY SPA ONLY 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 5TH Ed, 2014. • Electrical equipment, wiring, & installation shall conform to the National Electrical Code 2011 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. 0000 • Regardless of the criteria here, the projects hall•comply'W 414 all sections of the FBC 5th Edition - ResideAal,•BQilding. • • Mechanical, Plumbing & Gas Codes, as applicable ' •:. • • respectively & amended. • SEE INFORMATION ATTACHED TO-I'ai'$15tRMIT PACKAGE FOR SITE SPECIFIC DETAILS $fi3VWNG ,449I.7 • & 15 AND FBC COMPLIANCE• • • "• • INFORMATION ON THIS SHEET COMPLIES WITH 5TN,',?C:014 FdG••:• INCLUDING 2014 FBC ENERGY CONSERVAT4GN OODE • • 812 NE 92nd ST: ••. OWNER: GERALD & ANABEL DE BRUIJN ' CONTRACTOR: FLORIDA 101 / WES ENGINEERING D MANAGEMENT SERVICES, INC 3990 SR 64 E., Bradenton, FL 34208 Office: 941-749-0311, Fax: 941-746-7391 P.E. 3 678, C.A�,tia9 {� Ir- ©2016 Kimes Engineering & Man a s! N r This drawing is the property of Kimes Engine ring en �elviW6,10C.. i reproduced or copied in whole or in part. It is onl for iapr �sit8 i 2M . not to be used on any other prof t.4s to riltir �r •" DWG. BY: KL'T -PRINTS :i CHKD. BY: JKK SCALE: $ DATE: 5-Aug-16 TYPICAL PLAN & SECTIONS FOR RESIDENTIAL POOL/SPA ZORIDA..••�4"�� Irroeeeeui��'° 5th ED 2014 FBC S1 SHEET 1 OF 2 1 ORIG, DWG: 17"x11" (ANSI B) 1 2 TRUNK SUCTION PIPE SIZE AT 8 FPS ANSI 7 FLOW SUCTION OUTLETS W/ ANSI/ASME Al 12.19.8-2007 ANTI -ENTRAPMENT COVER, (2) REQD OR (1) UNBLOCKABLE DRAIN SUMP PER ASME Al 12.19.8.2007 OR COVER MFR. SPECS ANSI 7 BRANCH PIPE SIZE AT 6 FPS AT FLOW BY: • MAX FLOW @ END OF PUMP CURVE • SIMPLE TDH METHOD • DETAILED TDH METHOD MAIN DRAINS MAY BE OMITTED ENTIRELY NOTE: NEW NICHELESS, POOL LIGHT PRODUCTS THAT HAVE NO BONDING REQMTS MAY BE USED 11111111111111111111111111 11111111111111111111111111 �' 11111111111111111111111�1 11111111111111111111111111 B DECK TYPE: ❑ CONCRETE ❑6x6 W.W.M. ❑FIBERMESH ❑PAVERS 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 - EXTERNAL BONDING LUG FROM "LISTED" J-BOX WHEN PROVIDED. BONDED WITHIN J-BOX. #8 AWG COOPER TO POOL 130NDING SYSTEM OR DIRECTLY TO BOND WIRE 6" GLAZED TILE io z OPTIONAL VACUUM LINE & FITTING W/ SPRING LOADED COVER UNDERWATER LIGHT 18" MIN. BLW. e NORMAL WATER LEVEL (TYP) II 3/8" SMOOTH SLIP RESISTANT ./ FINISH TO COVER WALLS, e FLOOR, STEPS & SUMP AD C D ULNtKAL NU I tJ: a. D = INSIDE DIA. OF PIPE CRUSH b. ALL DIMENSIONS SHOWN ARE MINIMUMS. SHELL OR c. ALL HIDDEN LINES INDICATE SUGGESTED SUMP CONFIGURATIONS. GRAVEL FO ° NOTES: DE WATERI N G • FIELD BUILD SUMPS MEETING THESE CRITERIA REQD WHEN MFR POTS NOT USED HYDROSTATIC RELIEF MAY BE A • MAY OMIT IF LISTED COVER DOCUMENATION STATES OTHER "DEADLINE" OR PLUG IN SLOTTED CLEARANCE TO SUCTION PIPE REQD PIPE IN BOTTOM OF SUMP SUMP SECTIONS PER ASME_ A112_ .19.8-2007 SCALE: N.T.S. 1 BOND CONNECTION (TYP.) JUNCTION BOX OUTSIDE OF DECK (TYP.)) GROUNDING / (TYP. WIRE TO EXIT J-BOX PASSING THROUGH TRANSFORMER TO ELECTRICAL PANEL #8 AWG BOND WIRE TO ALL POOL EQUIP. CAPABLE OF BONDING 48 AWG BOOND� INSTALL #8 AWG WIRE WIRE FROM POO EQUIPOTENTIAL BONDING TO FTG LOOP, 4"-6" BLW. SUBGRADE, 18"-24" FROM POOL, BONDED 4) PTS. TO POOL SHELL E NEC 680.26(B)(2)(b) 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 Wf2-1/2" MIN. CLEARANCE MAIN DRAIN TO PUFAP NOTE: CONTRACTOR SHALL VERIFY FOR SUMP PER ASME Al 12.19.8'2007 W/ EA. PROJECT OVERHEAD POWER VGB COMPLIANT DRAIN COVER. LINE CLEARANCE & HYDROSTATIC RELIEF DEVICE UNDERGROUND WIRE DISTANCE PER NEC 680.8 & 680.10 FOR MAX 6 FT DEEP SOIL SUPPORTED POOL POO LSHIEL S-SEE SUNLYOP LEMENTAL TSTR SPECIFICATIONS CATIOES FOR DEEPER OR APPDEEP END SECTION SCALE: N.T.S. 2 IpN01f MIXT Is RIUM ]IMTS GLUM r B=111E YOU DIG hi'� Frsl k'a brr h"et �rsa NrIM1r.CiN6U�611111l.C+Di� NOTE 1. APPROVED PRODUCT SPECIFICATION MAY DIFFER FROM FIELD BUILT SUMPS SHOWN ON THIS PAGE ADDITIONAL STRUCTURAL NOTES • Use minimum ASTE 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: to Contact Engineer if pool not placed on undistrurbed 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.aso boring(s) in the area of the pool to confirm soil beg"," capacity, clear of buried debris, & vettfying ground water level ; " r to All modified soils & earth fill under perspeeiive pool atea'• shall meet a soil density and compacU(arj iwimum of 95% modified proctor without settlement. • • • • . r r. •••• ••rr INFORMATION ON THIS SHEET COMPLIES WITTN.�J F•D 2014FBC • INCLUDING 2014 FBC ENERGY CONSERVAiZ NCODE •••••• rr •• • .rrrr• • ................................................................................... .......k 812 NE 92nd ST: ••. • .. . ..4 OWNER: GERALD & ANABEL DE BRUIJN •• • CONTRACTOR: FLORIDA 101 i is MES ENGINEERING JMANAGEMENT SERVICES, INC 3990 SR 64 E., Bradenton, FL 34208 Office: 941-749-0311, Fax: 941-746-7391 kent@ki esengineerirLc.cuMll lii,,,.- P.E. 678, C�.ee��plM'$ K{( fr�-f�j r' Frj* ©2016 Kimes Engineen & Man�q�h e3,`ITf�. • 1 xJJJ This drawing is the propert of aingi enng a nt$ero ce9 lreproducedorcopiedin whole r in a . s o torpr 8•site I e%fi i is not tous on y or r q s to u I DATE: REVISI '" .'. CTAT'r nr DWG. BY: KLT`j RINTE -1 , 401311V'•. 45-� CHKD. BY: —JKK SCALE: S •• ••.�l��<o°�, NAL EN DATE: 5-Aug-16 TYPICAL PLAN & 5th ED 2014 FBC SECTIONS FOR RESIDENTIAL S2 POOL/SPA SHEET 2OF2 ORIG. DWG: 17"x11" (ANSI B) •rrrr• r • rrrr •.rrrr ..rrrr r r