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620 ORCHID ST - POOL C.?�, CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 SWIMMING POOL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-POOL-503 Job Type: SWIMMING POOL/SPA Description: NEW POOL Estimated Value: $20,000.00 Issue Date: 3/21/2016 Expiration Date: 9/17/2016 PROPERTY ADDRESS: Address: 620 ORCHID ST RE Number: 170911-0000 PROPERTY OWNER: Name: MONCRIEF, JOHN & ANDREA, * Address: 620 ORCHID ST GENERAL CONTRACTOR INFORMATION: Name: BONAFIDE POOLS Address: 2210 FLORIDA BLVD QA ROBERT G. LEVESQUE Phone: - - PERMIT INFORMATION: PUBLIC WORKS: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834) for Erosion and Sediment Control Inspection prior to start of construction. All silt must remain on-site during construction. If on-site storage is required, a post construction topographic survey documenting proper construction will be required. Roll off container company must be on City approved list and container cannot be placed on City Right- of-Way. (Approved: Advanced Disposal, Realco, Republic Services, Shappel's and Sunshine Recycling.) Full right-of-way restoration, including sod, is required. POOL-Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). A separate pool permit is required. FEES: IR LIQIW'efifI I(O E&Ll IN A('(ACCORDANCE$71510a1.1. CII Y OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. = ,,, S, CITY OF ATLANTIC BEACH A, . "'s.) 800 SEMINOLE ROAD : ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �,F3 BUILDING PERMIT FEE $150.00 STATE DCA SURCHARGE $2.25 i STATE DBPR SURCHARGE $2.25 Total Payments: $229.50 PERMIT IS APPROVED ONLY IN ACCORDANCE: WITH ALI. CITY OF ATI,AN'I'IC I3E:ACII ORDINANCES AND 711E FLORIDA I3l1II,DINC CODES. BUILDING PERMIT APPLICATION s c a v, _ r CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 II i Office (904) 247-5826 Fax (904) 247-5845 FEB 2 9 2016 J Job Address: , MC/-lm sr: 1 Permit Plumber: —Pod--,S-0? Legal Description � 5 /28 C7J1] C.1 4I Parcel # Floor Area of q F+t.. t Valuation of Work$ 20) 000 Proposed Work heated/cooled non- heated/cooled Class of Work(circle one): New j Addition 1 Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial Residentia If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A Florida Product Approval# . OFFICE COPY For multiple products use product approval orm Describe in detail the type of work to be performed: t4L-IK&c1 p 5J I M M it"1 L-i ?SO l__ Property Owner Information: Name: N O T? IA 0 tit C I..L F Address: [OW 'I 1 ij li r A- ,� AG� FI 2233 City ii-n_Ag4 TI C PSEAc 4f State 6-Zip 3Z Z 33 Phone 9o4j- 1./-5 --z6420 E-Mail or Fax#(Optional) Contractor Information: CONTRACTOR EMAIL ADDRESS: .1)1161i.r]e Too is 13 5 115,0071-I I Ad- Company Name: -01-IA F I PC ToN-.e)Jr HERS Qualifying Agent: "g0.6e>?r �VeSQ J(3 Address: 101 LL'v Ap City AILg4-r1 G 15t Aci-t State FL.. Zip 3ZZ33 Office Phone ' pi--2�7_ 313 Job Site/Contact Number �'pL 31/1 - /72v Pax# 9'p State Certification/Registration# 'S,Pt7 0 32055 1 1«' -7Z 9� Architect Name&Phone# -- Engineer's Name&Phone# Fee Simple Title Holder Name and Address At..1-b A r10f3Gz,1 is F Bonding Company Name and Address Mortgage Lender Name and Address — 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. This permit becomes null and void f work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools,Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. . 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. I hereby ertify that I have read and examined this a placation and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. 1 FLAX— j,,___ signature of Owner Signature of Contractor'tint Name �v‘(t(t Dor{ Print Name v e� � 5� 3efor rr Before me his �A Day of -, ,, , ' 20 / this' 'PI-Day of g- i RJ - • 20 „r.I.r. ttt siA 4 A Ai ,4;;:7,,....,„,GEORGE GARY ROBINSON totar P(. �lic Y ROBINSON Notary Pitbl•c " ° : • � • #FF079774 "' MY COMMISSIO • �: .? a= N#FF079774 '•••'.1,00, EXPIRES December 29,2017 .•'EOFr�d"�• EXPIRES December29, (407)See-0153 2017 ow)3se- V1SC�ajoRiaNice,com Florldallota serwce•com BONAFIDE POOLBUILDERS INC. 101 Levy Road Atlantic Beach, FL. 32233 904-247-1313 Fax: 904-249-7293 Swimming pool addition for: Andrea Moncrief 904-945-2500 620 Orchid St. Atlantic Beach, FL. 32233 Conformance standard. Design, construction and workmanship shall be in conformity with the requirements of ANSI/NSPI 3; ANSI/APSP/ 4; ANSI/APSP/ICC 5; ANSI/APSP/ICC 6; ANSI/APSP 7. I I REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL OFFICE COPY REQUIREMENTS AND CONDITIONS REVIEWED BY: ��- � T • 0 _ 4 , J. 2) Z do u- O_ 0 m m v ec J a 1 0 w G 1 o 41 L71 o `7 . a ' ) , a s — L. rt w - 4 ce I a �'N►1___ D Q Z e o '1 \ j V 01 00 0 Qt- 3 1 ?n 0 t,,.)--:. • OFFICE COPY • PThe Association of Pool&Spa Professionals® ANSVAPSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: II K I `� F��L- CONTRACTOR NAME AND ADDRESS W AND ADDRESS: �oa t1rJE 'FOOL.4�JU11–VE RS 620 DKC4i1%. 5 e: tot Levy T,.0, A-n.34.1-n C I'hG o i.. zy 3 A- ..A 1-1-n G 56Ac14, 'FL.• 3 Z z 33 OWNER: CONTRACTOR PHONE:' 0 A"Z4,t-' `✓ DATE: �,1-��R>rA ?�f�til�fLf `f 2,/2 ►(o This information sheet was prepared by the APSP-15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa Professionals(APSP). It is not part of the American National Standard ANSI/APSP/ICC-15 2011 but is included for information only.Contractors should acquire and comply with the ANSI/APSP/ICC-15 2011 standard which can be purchased at www.apsp.org. 1. §5.2.1:Calculated pool volume 1 a. Gallons: ;or 1. 1-. OD gallons — b.Calculated Gallons: (surface area)X (average depth)X 7.48 (gal/ft^3) _ 2. §5.2.1:Calculated maximum filtration flow rate 2. 5 3 gpm (Pool volume_360 or 36gpm whichever is larger) 3.§5.2.2:Auxiliary Pool Load: 0 Yes, [I No? (Enter the highest"auxiliary pool load"to be powered by the swimming pool filtration pump.Do not add auxiliary 3. gpm — pool load flow rates together,only the highest is used.) 4. Calculated maximum flow rate 4. `53 gpm _ (Item 2 or item 3,whichever is larger.) 5.§5.5.1:Pipe sizing: a.Minimum suction pipe diameter 5a. 2 inches _ (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the some or more than item 4.) b. Minimum suction branch pipe diameter 5b. 21 inches _ (Calculate:Item 4. (gpm)-Branch Pipes (quantity)=branch flow rate (gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated suction branch flow rate.) c.Minimum return pipe diameter Sc. inches _ (Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 4.) ei d. Minimum return branch pipe diameter Sd. inches — (Calculate:Item 4. __,(gpm)_Branch Pipes _(quantity)=branch flow rate (gpm). Enter the smallest pipe size from Table I with a 8 fps flow capacity the same or more than the calculated return branch flow rate.) 6.§5.4.1:Filter type and size: a.Filter type:(Cartridge, DE,Sand) 6a Cartridge b.Minimum filter area 6b• 1 2 0 sq•ft• — 0.375 (Calculate:item 4. .. (gpm)_filter factor ) Filter factors:Cartrid e=0.375, Sand=15,Diatomaceous Earth=2 7. §5.4.2:Backwash valve: tJ Yes, No? 7. inches — When using a backwash valve,enter result of item Sc or 2 inches whichever is larger) Table 1 Pipe Size: 1.5" 2" 2.5" 3" 3.5" 4" 5" 6" Nominal GPM @ 6 fps 38 63 90 138 185 238 374 540 Nominal GPM @ 8 fps 51 84 119 184 247 317 499 720 8.Pump selection: §5.3.2.1:Pools 17,000 gallons or less,select pump*from the database with a Curve-A gpm flow equal to item 2 or less. • 45.3.2.2:Pools 17,001 gallons or more,select pump*from the database with a Curve-C gpm flow equal to item 2 or less. *Multi- Al'peed pumps must have one speed listed that satisfies this requirement. I6.TA 1R— 3/4 f� a.Pump model OFFICE COPY 8a �'�`'D III 3/�� b.Pump flow 8b. S gpm _ 05.3.2.1,5.3.2.2:Applicable Curve A or C gpm flow listed in database) 4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 1 of 2 ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Component Section Requirements Check 4.4.1.1 Heater has no pilot light l . l U 4.4.1.2 Readily accessible on-off switch mounted outside of the heater NIA Heaters No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, I I 4.3.1.3 or for pool with 60%of documented pool heating from on-site solar or recovered energy. 4.3.2 Heater efficiency:gas/oil fired heater efficiency at least 78%,heat pump COP at least 4.0 5.1.1 Pool filter pump listed in database V 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi-speed q/ Multi-speed pump controller programmed to default to the filtration flow rate when no auxiliary 5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for servicing. • Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. System installed with solar,or setup for the future addition of solar heating equipment by 5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater,or built-in or [7 71 built-up connections,or dedicated pipe to and from the pool. 5.5.6 Directional inlets for mixing pool water. • • OFFICE COPY 4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 2 of 2 _m Y F- .y f.o V m - " C 08 o 5 m tO m m a OF m . 04 � -0' DF P. W GO 4r 4 o C : O.0- i G CL c g ii m — W v u tu'es,' Q r a cn b 3 � `':: c7az C� 0 o_u) c�O U 'UI 11 OCI1 co m o °gym ) V � - , � --f W t 0 c m 2 .... C w 3 O I c Q 8 fat-g.- . _0.m cc io Q III \ % 'u± / , ll'80 \ pa ai 0. 0h LL'80 N C ` -c C m . J y V so 0�0 % di ! • Q� 4 v m 1 I.110 H t Q X b . c - / A F Q 0 is n n 4, h V'. g t� SA a �i - ti Y4 ,i•i�� .+ !� m C. Ii •` 0 Q. O 0 1.- • 0 . 0. c c G h N ®. 0 � . M mN i t4 � f' �M � C U ma � WHd : sa . 10 V u. g t– > E 0 c al CI' 4+ O \- a CC) OL m • V ::. �� •o,� u. .rQ w o. m � ° t _ a = omam • 0 „ ® � _ OFFICE CO O (0 .# ° z , Pool Equipment No. Quantity Model No. Description 1. 1 Pentair Superflo SF-N1-3/4 3/4hp pool pump 2. 1 1-14yVJMW Star Clear C12007._ 120 sq. ft. cartridge filter 3. 2 Waterway 640 231xv 8" main drain 4. 1 Pentair S20 84420505 Skimmer 5. 4 Pentair 08429 or equal Wall inlet fitting 6. 1 Pentair Amerlite 120v pool light OFFICE COPY t SUPERFLO® HIGH PERFORMANCE PUMPS . + PENTAIR i. Featured Highlights • 4 •SuperFlo pump by Pentair Aquatic Systems is a direct s replacement for the Hayward®Super Pump° - , r • Extremely quiet operation Appliance •Unionized fittings included 0-1/2 in internal slip and Efficiency 2 in.external slip/ • x Database TM y • Cam and Ramp Lid "' • Heavy-duty,high s.ervice factor 56 square flange motor 41P: • Integral volute and pot reduce hydraulic noise SuperFlo Pump The SuperFlo pumps are specifically designed to be the best choice for a variety of inground pools.The SuperFlo pump features thick walled body parts,a heavy-duty 56 square flange motor,and highly engineered hydraulics.The SuperFlo 1 pumps'silent running capability and small footprint allow it to easily drop into a compact equipment pad. Ordering Information • Full Load Primary Listings and Port Size Carton Curve Product Model Voltage Amps HP SF SFHP Certifications' INPU1 Wt.(Lbs.) Key ENERGY EFFICIENT SINGLE SPEED 348021 SF-N1-1/2FE 115/208-230 8.8/4.5-4.4 1/2 1.90 0.95 UL',NSF',APSP' 1.5 in.x 1.5 in. 38 E 348022 SF-N1-3/4FE 115/208.-230 18/4.5-4 3/4-1.25 .93 UL":NSF' 1.:5 in x 1:5 in. 38 `,:;. 348023 SF-N1.1AE 115/208-230 11.2/6.0-5.6 1 1.25 1.25 UL',NSF' 1.5 in,x 1.5 in. 38 G • 348024 •SF-N1-1-1/2AE 115/208-230 14.8/7.84.4 1-1/2 1.10 1.65 UL.NSF' 1.5 in.x 1.5 in, 40 H 348025 SF-N1-2AE 208-230 9.6-8.8 2 1.10 2.20 UL',NSF' 1.5 in.x 1.5 in. 48 I i. 348026 SF-N1-2-1/2AE 208-230 11.0-10.2 2-1/2 1.04 2.60 UL',NSF' 1.5 in.x 1.5 in.: 54 J STANDARD EFFICIENCY SINGLE SPEED ' 340036 SF-N1-1/2F 115/230 10.8/5.4 1/2 1.95 0.95 UL'.NSF',APSP' 1.5 in.x 1.5 in. 38 E • 340037 SF-N1-314A 115/230 10.8/5.4 3/4 1.25 0.93 UL'.NSF' 1.5 in.x 1.5 in. 38 F - 340038 SF-N1-1A 115/230 14.2/7.1 1 1.25 1.25 UL',NSF' 1.5 in.x 1.5 in. 38 G 340039 SF-N1-1-112A 115/230 16.0/8.0 1.5 1.10 1.65 UL',NSF' 1.5 in.x 1.5 in. 40 H ,:;:`. 340040 SF-N1-2A 115/230 22.4/11.2 2 1.10 2.20 UL'.NSF' 1.5 in.x 1.5 in. 48 1 '-, 340041 SF-N1-2-1/2A 230 11.5 2-1/2 1.04 2.60 UL',NSF' 1.5in xf5in 54, 3 ENERGY EFFICIENT TWO SPEED 3450 RPM,LOW SPEED 1725 RPM *• 341111 SF-N2-3/4A 115 14.6/4.7 3/4 1.67 1.25 UL',NSF',APSP' 1.5 in.x 1.5 in. 39 A.F• 340042 SF-N2-1A 230 6.0/2.3 1 1.25 1.25 UL',NSF',APSP' 1.5 in.x 1.5 in. 39 B,G 340043 - SF-N2-1-1/2A 230 7.8/3.0 1-1/2. 1.10 1.65 UL'.NSF'.APSP' 1.5 in.x 1.5 In. 41 C.H 340044 SF-N2-2A 230 10.0/3.5 2 1.10 2.20 UL',.NSF',APS?' 1.5 in.x 1.5 in. 49 0.1 ENERGY EFFICIENT SINGLE PHASE-50HZ INPUT POWER FREQUENCY 340098 SF-N1-1/2 240/120 7.5/15.0 1/2 1.1 0.55 UL' 1.5,n.x 1.5 in. 38 340094 SF-N7-1.3/4 240/120 7.5/15.0 3/4 1.1 0.82 UL' 1.5 in.x 1.5 in. 40 340095 SF-N1-1 240/120 6.9/13.8 1 1.1 1.10 UL 1.5 in.x 1.5 in. 38 340096 SF-N1-1.1/2 240 7.2 1-1/2 1.1 1.65 UL' 1.5 in.x 1.5 in.' 40 340097 SF-N1-2 240 9.4 2 1.1 2.20 UL' 1.5 in.x 1.5 in. 48 ACCESSORIES 350157 Union Kit-1-1/2 in.Internal Slip x 2 in.External Slip(includes 2 unions as pictured above) ' 'UL indicates that pump bears a UL mark signifying evaluation to U.S. ' 'APSP'Pump has been evaluated to ANSI/APSP/ICC-15 and California Standards UL1081 for Permanently Connected Swimming Pool and Spa Title 20 and is certified to use on Residential Swimming Pool Filtration Pumps and to Canadian Standards CAN/CSA C22.2 No.108-01 Liquid Systems. Pumps For Swimming Pools Only(Enclosure 31. ' Product may fiave been evaluated to other state and local regulatory • • 'NSF'indicates that pump bears a NSF mark signifying evaluation to standards.Listing status may change.Always confirm status with :.k NSF Standard 50 For Self-Priming Centrifugal Pumps For Swimming appropriate agency if in doubt. -3.44k Pools Orly. ��(��(d°and Super Pump°are registered trademarks of Hayward `-� .: i' OFFICE COO 7 ies.i- " r SUPERFLO® --.� = HIGH PERFORMANCE PUMPS (CONT'D) ham-._. Dimensions and Performance f= ,;; 30-i 100 ` 1 1 90 -- BEST EFFICIENCY SIZING –" 7, `' � 1 cr 25 80 ��� _ 70 o @ 20 a 60 — _�_ --a 1�_ w ; 1 2 _ , i a N 15 o . , _ 10 J • y • 10 — A- .._ B—_�I E 4 0 10 20 30 40 50 0360 70 80 90 100 110 120 130 U.S. Gallons per Minute 1 1 I I ( ' 1 I : , . I 1 0 5 10 0 20 25 30 Cubic Meters per Hour A-varying length: ^'' 'i2&3!4&tHP=24.64" II 1 :.SHP=24.96" It IC)) n^ 3 2HP=2 .89" qt i- .. z- e.2.5HP=25.89" .4.... ..,r - ......0....-....0....- t 1 AI 3: t 9,33 REF A t< • :,_ -::_,''s:.!'''.r:,':----8.28 REF I v` - �, / \,�' 1.7.........%■=warag `.I 10.48 REF ! , .2• . • i � 7.58 REF 10.65 REF 1111 I. _ wAi �iiZi��B�1iimmimiU z t a OFFICE COPY �� ,Y , , See page 513 for replacement parts. :- • Star-Clear" Plus a '' CARTRIDGE FILTERS. I ' Hayward's Star-Clear Plus filters offer added quality,value and convenience in NSF 1 cartridge filtration.Star-Clear Plus filters are the ideal choice for the most demanding . . y 1 i. applications and environmental conditions. • Plus,with a larger filtration element, - - Star-Clear Plus filters have greater effective "°n"°"-- I •�'�0'-Y1,+, r C � X4tW4R)�'� filtration area than similar sized and priced cartridge filters. - _ ; €[ Applications • in-ground pools . • t • In-ground pool/spa combinations Features • Filter tanks made from durable glass reinforced co- polymer material to meet the demands of the toughest s applications and environmental conditions,including - - - in-floor cleaning systems •Single piece injection-molded base and body provides C900 Star-Clear Plus Filter C1502 Star-Clear Plus Filter Iadded strength for reliable,corrosion-free performance -.. - • ' t •Single locking knob securely fastens head to filter tank, Star-Clear Plus Cartridge Filter Buying Guide eliminating bolts or clamps •Attractive,durable filter head may be rotated to con- Effective veniently position pressure gauge and manual air relief Model Filtration Pipe Dimensions Ctn. Ctn. f •Extra-large cartridge element with precision engineered Number Area Size Width Height Qty. Weight l'i core provides extra strength and maximum flow C751 75 ft' 1 'h"FIP 13 3" 30' 1 26 lbs. •Elevated,filtered water collector and debris sump C7512 75 ft' 2"FIP 13 3 " 30' 1 26 lbs. prevents accidental by-pass of heavy debris to pool C900 90 ft.' 1 'h"FIP 13 3/a" 30" 1 26 lbs. when cartridge is removed for cleaning C9002 90 ft' 2"FIP 13 3/s" 30" 1 26 lbs • 1 'h°or 2"FIP,or 2"SKT connections for plumbing C9002S" 90 ft.' 2'SKT" 13 3h' 30' 1 26 lbs. versatility . C1200 120 ft' 1 '/z"FIP 13 3 " 36' I 29 lbs. • If FIP filter drain for fast draining.Also accepts standard s . t spigot valve �!E C12002 120 ft.' 1'FIP /e 13 36' 1 29 lbs. I 0120025" 120 ft' 2"SKT" 13 W 36" 1 29 lbs. Performance Data—Residential C17502 175 ft.' 2"FIP 13 3/f3" 42" 1 • 32 lbs. Effective I Model Filtration Design Turnover(In Gallons) 01502 150 ft? 2"FIP 13 3/s" 36" 1 29 lbs. C17502S" 175 ft.' 2"SKT" 13 3/9' 42" 1 32 lbs. Number Area Flow Rate* 8 Hours 10 Hours C2002 200 ft' 2'FIP 13 W 42` 1 32 lbs. I C751 75 ft' 75 GPM 36,000 45.000 NOTE:'2"HP x 2"SKT adapter included. C900 90 ft' 90 GPM 43,200 54,000 * C1200 120 ft'20 GPM 57,600 72,000 Replacement Elements—Page 43 I C1502 150 ft.' 120 GPM 57,600 72,000 I C17502 175 ft' 120 GPM 57,600 72,000 C2002 200 ft.' 120 GPM 57,600 72,000 Clip Art AV s sesidential Design Flow Rate based on 1 GPM/ft' Performance Data—Public 3= Effective Turnover(In Gallons) Model Filtration Design • Number Area Flow Rate* 8 Hours 10 Hours C751 75 ft? 28 GPM 13,500 16,875 t _•) ' _'... �� ;? C900 90 ft.' 34 GPM 16.200 20,250 -- -_ _ C1200 120 ft' 45 GPM 21.600 27,000 - C1500 150 ft.' 56 GPM 26,880 33,600 stC17502 175 ft.' 66 GPM 31,680 39,600 `r 0 `�"/ 0 i C2000 200 ft.' 75 GPM 36,000 45,000 lift. �`� v,a(Ij7 �;/ Glj ��`L%,) l`� / Public Design Flow Rate based on.375 GPM/ft' i'II/ i 0 `i'i 'Determined by pump size and piping system hydraulics.2"piping is recommended for flow rates above 90 GPM.Refer to"Friction C1502 C2002 • Loss"in Hydraulics section,pages 21-24. OF OFtTCE COPY For replacement parts see pages 174-175. HAYWARD I 39 I Waterway Technical Bulletin:VGB2008 a C 2008 640-231)(V 8"Anti-Entrapment Main Drain Cover and Frame _ : �- .. 6t0 2310V Waterway main drain covers are compliant with the Virginia Graeme-Baker `�., ., i �` Pool and Spa Safety Act(ASME/ANSI A112.19.8-2007)and are UL Certified. ` —. They are designed for single or multiple drain use.This drain cover assembly ` . �= - includes frame and stainless steel screws with brass inserts.Packed 25 per case. The Waterway 640-231x V series covers and frames are available in 0 White ❑ Bone ■ Black 0 Gray ■ Dark Gray ® Beige ■ Dark Blue Model No. Description Size Total Open Area Floor Flow Rate Wall Flow Rate Flow Rate GPM Square Inches GPM GPM, @ 1.5 ft/sec 640-231x V Anti-Vortex 8" 11.83 100 @ 2.27 ft/sec 64 @ 1.73 ft/sec 55 0 8.650 • Per!No. iksoiptlon 819-00051 48 Stainless Steel Screw-32 x'A6 6. 7.624 642-215x V 8"Anti-Vortex Drain Cover 7.000 642-214x 8"Anti-Vortex Drain Frame 819-00051 " ‘.\ 3 I n•a a es r v ler& \ • #40.6/444690.0� � ® ® ♦ \ ..;--- e _ ....:.-,,----*_,-,0,-„. _ e:,. .z , j O O �p ,/ i 01, t \ q + ,. : � ® —__ ~ _ c ° ° 02011 : // : ; a::- = - 1�\- I i still o o % ujIIN�0��� "� �NN � S 1(0 ° o . 0 .300 O1 0 �1 1 __ � - `• °� o ° ° t 642-214x / ‘N:1444,04:04"120:90.00,.°° Of \# \ sliiiiiiiiiiiiiiiiii.11111111111,7 t,.-;-;,\ , .470 __^�.^^ .975 .800 ��1 lAri���fih 'iiii ik'tinVEL\ . F -- I ---f O.FFICE COPY • u 1 •©2009 Waterway Plastics.2200 Sturgis Road,Oxnard,CA 93030•Ph.805-981-0262•waterway @waterwayplastics.com•www.waterwayplastics.com 807-0081.0309 ,;.1.1..m:,..,, CITY OF ATLANTIC BEACH q c ` �. , Building Department FILE CO � _f 800 Seminole Road J � Atlantic Beach,Florida 32233 (904)247-5800 PLAN R EVIEW COMMENTS Permit Application # /6 -100/ `5O 3 Property Address: 6070 Orckei S /� A 0 Applicant: /YOAa Ade Pcd I j # Project: 1-)4,9 rovnoi Poo/ This permit application has been: ❑ Approved ❑ Reviewed and the following items need attention: 0 Sohn7., Cove r pa R-e - r your po1 `7lans M--a/// hap, et Idle b .v• �S 2o/ carte/7y ria.r-e 004405's e P Aori 6-0,4 7Lac f Dori) er as et.-Ql/ 45 / 70 to te rr✓);1- ailress, n From 4.0 ao/9 Pj? - Red42%4/4 / 3 'A tor; iar. , C,aiol-rr efS - Priva140 3 u..1-Y► ►r;r►5 Pao1S ; Kz/sz,4 6 e-h .n..�fi.�� e5i r ' E`'SO/v, / _ Gonforrrra/4« S'2arolallos .. 4p/ `/,4o S-e i0Oo/ 6O4 70/ 7V1 ane-e s ?la/l hrelI 1 A 1,4 r 71p,y) /° S 15 r• , Gorr 5 five /;,y\ ana/ e4 0RkrnarS4 f, ./,Y s /7-evetij i • o1 .74A-e Cover a J h-( a /S'o • .P601),-40C pt Se of o P 41 i�ri-Pw-i''.ot. 410r, a , • - - . k4oc, 3k/16 /71 A fr mU;l QPII,1)w3 316 . j S°-S-t Please re-submit your application when these items have been completed. Reviewed By: irly Date: 3/ 3//6 JS rs-=l ,�, City of Atlantic Beach APPLICATION NUMBER �, Building Department (Tole assigne the Building Department. 800 SeminoleRoad ) t)y 1 Y"'� Atlantic Beach, Florida 32233-5445 /�— eel — �� Phone(904)247-5826 • Fax(904)247-5845 '4-0;31.91" E-mail: building-dept @coab.us Date routed: _ ir City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 2 v ,O€N JA c7T D- . . r ment review required Yes o : Applicant: ,� -01 Q, Q 6 l-00 �Plannin &Zo i . L_ Planning ni . // Tree A: inistrator Project: pod C_ •-ublic Works u. rc ii - Farnrc-+': , Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: I KProved. @Denied. (Circle one.) Comments: :UILDING PLANNING &ZONING /�y� n Reviewed by: r / ` Date:5/yf,/i 6 TREE ADMIN. Second Review: ❑Approved as revised. ODenied. PUBLIC WORKS Comments: PUBLIC UTILITIES • PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [1]Approved as revised. @Denied. Comments: Reviewed by: Date: Revised 07/27/10 1 I MAP MOWING SURVEY OF - LOT 5, BLOCK 128, CT1ON "H" ATLANTIC BEACH, AS RECORDED iN PLAT BOOK 18, PA' 34 OF THE CURRENT PUBLIC RECORDS OF - D AL COUNTY, FLORIDA. r iot/14 P4Q ' FOUtO t/YVROU N89'03 7"E 134.1 Y(FtELD) ■ RfE{LS 5789) N88.5;'00" 134.02' ►o' k a ' p 4:-..1 ilk z 4 �7 �.. 44.3' ll `2:1 59 . a' 'iWOS . 'Y th iip r,1V &-- FRAME °0 5 N M :; RESIDENC a. 0 k 2 POSTED "6.t" �a 0' • • • ' O i 1 '�e8 r• O " u' F(NiSLH FLOO n/ ,� S ELEVATION=2L 84 _ :°�' " 1'..• P '1 ' ° I'! - . C3 * t ' • 4a.3' _ 4� ; Ft 0 a_� sr _ rum r.7 ?I 6• v 4.8' •, fFMCY r /T' In'IRO',.. S88'56'00f'W 114.39 ,t L�" o re. asn P S89'01'4O-W 1f4.38'(FtEl-Q) >� _> / ' . L 0 T 6 ;,..... ..\ z I „.i, 6,200 5:.f-f-• DEp J ..L3S.s«4o _..0.,•,..• •t? CI4.- I I iii • . g/•%r• g1dict,J tr uJ4 s t Awn el ��1y�� 5� 4P001. T■O ' -Torta- K" ' p e. WEST : h STREET . • • RICHT OF WAY (PAVED) - THIS SURVEY WAS MADE F`OR THE B E TI BOUNDARY SURVE . VAN DUSEN & VAN DUSEN, LLC; NG RESTRICTION LINE AS PER PLAT. PEOPLES FIRST COMMUNITY BANK. • BASED ON THE WESTERLY LINE OF 3, BEING N 0172'00" w LAT. :RTY SHOWN HEREON APPEARS TO UE iN JE "X" (AREA OUTSIDE 500 YEAR FLOOD WELL AS CAN BE DETERMINED FROM THE '0RANCE RATE MAP- COMMUNITY-PANEL _ V �^- '0075 0001 0, REVISED APRIL 17. 1989 :ITY OF ATLANTIC BEACH, fi.OR DA- DONN W. BOAMRIGHT, P.S.M. J7 'WE$8::487VRE MD n¢ FLORIDA UC. SURVEYOR and MAPPER Na SEAL OF A FLORnA L10En"10 FLORIDA UC. SURVEYING & MAPPING-BUSINESS No.• APYER 3Y:. = BOA7WRIGHT LAND SURVEYORS, INC. DATE: CRT .JANUARY : )7-35 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 - -- — - ! L; City of Atlantic Beach ` %. Building Department '`'' APPLICATION NUMBER 800 Seminole Road r�i�D (To be assigned% the Building Department.) Atlantic Beach Flonda 32233-5445 M�i' u • //- 1�0 / - �3 Phone(904)247-5826 • Fax(904)247-5845 1 1016 V L �(J . 9 E-mail: building-dept @coab.us -NJ ' City web-site: http://www.coab.us • Date routed: APPLICATION REVIEW AND TRACKING FORM Property Address: ll' 267 .C1 e 61 ,, D ment review required 1 / -- , - •, _purred �r '� No Applicant: j i a Q 6 r 0 �" =�� I 'Planning &Zoni _ _ - v / Tree —. inistrator _- - Project: �_ — rublic Works � �intlrc�. 11111 Fire Services — • Review fee S Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept.of Environmental Protection ` �_ Florida Dept.of Transportation St.Johns River Water Management District ._ Army Corps of Engineers Division of Hotels and Restaurants 11=1 Division of Alcoholic Beverages and Tobacco 110111111■ Other: APPLICATION STATUS _ Reviewing Department l First Review: []Approved. Denied. (Circle one.) I Comments: / BUILDING PLANNING &ZONING I Reviewed b _ • Date: 3 2016 T RI+ ADMIN. � Second Review: 1 proved as revised. ❑Denied. PUBLIC WORKS Comments: _ ✓- ' PUBLIC UTILITIES i PUBLIC SAFETY Reviewed by: Date: 3 FIRE SERVICES Third Review: []Approved as revised. ❑Denied. IComments: Reviewed by: Date: used 07/27/10 't ' 4.•/-AIM City of Atlantic Beach RP:,r,T,. , � Building Department �\Tr ��i APPLICATION NUMBER (To be assignee r- the Building—IWa tment.) ._•�� r 800 Seminole Road MAN . 15v ~-- Atlantic Beach, Florida 32233-5445 '� 2016 /�. �D G — .1213 Phone(904)247-5826 • Fax(904)247-R45 `",.n;; sp. E-mail building-dept @coab.us Date routed: =Nvj City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 6 2 Q 'ae e 0•A e�8 ment review required�T D q Yes No Applicant: l` -Planning &ZonLAIIIIIIIIII Tree A. inistrator Project: 7ôô L _ _blic Works _- ' •I• --"''''... 1111 Fire Services • Review fee $ 2r Dept Signature tC _______ Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: • --_- APPLICATION STATUS Reviewing Department First Review: MApproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: �f '� Date: 314 If A TREE ADMIN. j/ Second Review: I ]Approved as revised. ['Denied. P.J'*IC WOI S Comments: • BLIC UTILITIES 33 -1 (0 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: used 07/27/10 Ts!s `lrf�, City of Atlantic Beach ,'S Building Department APPLICATION NUMBER J, 1[ 800 Seminole Road (To be assigned the Budding Department.) is Atlantic Beach, Florida 32233-5445 4- / v�C - Phone(904)247-5826 • Fax(904)247-5845 d lJ "`01110- E-mail: building-dept @coab.us City web-site: http://www.coab.us Date routed: REVIEW AND TRACKING FORM Property Address: 4 2 v .6e(`j dye 7T De tment review required Yes No Applicant: 717Th 4,1) Q rOd Planning &Zoni . Tree A. inistrator _- Project: 0 Q ublic Works - Fire- . — : - , �- Services - 'Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District -_ Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco ■- Other: • — — APPLICATION STATUS • Reviewing Department First Review: IXIApproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: used 07/27/10 La ' •, , . . .. • " a . .L., 1 _ . ..„....,_. . •.! I fa • F .:„ , .. . -, •„. . 1 ..... 0 • 1 In .E. r 6 ...., L, 0. . .„.. Q. a 1 i i t i . 0 , ..c.K III ..,.. .J R . . :;.•,:',.. .a" . c,- , i r , ._ . i u -E, -8 i , ,., QZI ■ , -. 1 i i k■, . I II 2, •8 ....,t. ,, n ci 8. I; (..; cr. -.1 V --........_. ..P., 0 II •El ., at 1 I E :E. 0 t z Z 15, 2 4, I . ,-; 0 0 i e it A '' ) Ii. E E a . -2 1 0 • ,7'' 4/ •il „,. ... : .3. -... 8 ... . -, . ..... H 11111111 , I 0 • g 1 E 2 0 8 77, u, .4.•.4 ..00 14D..° ^ R § , k g! - 4 4 E.h.• 4.I . ;.-0-1- -- 15 Yt.. '7.-- A_ -:A, n t E '2:t . . .. d.ti c., 5 d. ., is. a...,,,, 1111 S. tl '17 'El 1 § O :5, i C'-'5 2 cc 5 "7" ° § I 3 I 11 8 I I, . Fia: i ,!, ....<. ; •'1 .4 i a 7,62 ..:,. 71..; al .3 .1* ■i•h.,...il E rl ... E 4 2 MAP SHOWING SURVEY CF - LOT 5, BLOCK 128, SECTION "H" ATLANTIC BEACH, AS RECORDED IN PLAY BOOK 18, PAGE 34 OF THE CURRENT PUBIC RECORDS OF DUVAL COUNTY, FLORIDA. ,,, , 9 FOUND t/ 10TO N89'03'571. 134.17'(FtEtD) � 0.5 3, } N88'56'00''E 1 34.02' °e' �-t, I i U ,', a *yaw FENCE "4 s.1 W W Z ., . 7. '5' 3 xb' 44.3' CO in.t • 59 `a o. . 1 TWO STORY 38 _ra N Q. FRAME as 2' c to k M Po.T o ' RESIDENCE i POSTED "620" 4,a' Q /�. . U r Z SR 3 •,. `4•g'. -0 . a .4 :o w a FINISH ?l.00R pp++cte8 . Cy 0) �, - 8 `S- �, ELEVATION=2084 - -: x... U . . N p p RI P g a W . . A' 1 `" . , m. '� 48.3' _ '`.. h m s .., optic Cp-0ry Z(6• r• +l fill Q 4' '�, Cum Ott 7.PAE11QtTOR 'Av - .. v 0 2. 4* 6' f f ftCF •T • /1 �Yh �{ t PIPE.ALB �'#{ �• f Z,� ALTZ 1 s i a .: S38' fi�00" 114.39' �a S89'01 4Q W 114.38(EIELL)) 5.t.t<.1 _> 1 ' 11 r' ' APPROVED ,, t Lois GY..o .---) . 3-1,r- lb a -' nook asp-- �-�`' oLl st/a)40 . 41 4,41 . V i2 g-. ,/r *r VJ A 1..m 0 Ali /� / Yoo -1' 12A-t k A,I c = \421k . 'QOOL-.v C° I< s 39 4' -- -- — -- --- 216L f 45 70 ._—____ ..._ _ — .... __ --/ . •. WEST 6th STREET ' . 50' RIGHT OF WAY (PAVES) - THIS SURVEY WAS MADE rOR THE BENEFI1 BOUNDARY SURVEY. VAN DUSEN & VAN DUSEN, LLC; vG RESTRICTION LINE AS PER PLAT. PEOPLES FIRST COMMUNITY BANK . BASED ON THE WESTERLY LINE OF .,• 3, BEING N 01'22'00" W del iie/ NodeY1 LAT. Coto are-/-1/7;> 5- \. G / HEREON APPEARS TO LIE IN �9' _RTY SHOWN E `9 4E "X" (AREA OUTSIDE 500 YEAR FLOOD / ''.i WELL AS CAN BE DETERMINED FROM THE AJRANCE RATE MAP" COMMUNITY-PANEL ?0075 0001 D, REVISED APRIL 17. 1989 :ITY OF ATLANTIC BEACH, E .OR1OA_ :•_ . OONN W. BOATWRIGHT, .P.S. k. ,r THE ,OURE AND THE - FLORIDA L!G SURVEYOR and MAPPER Na SEAL Cir A rofutkA UCE►+SC0 FLORIDA UC. SURVEYING MAPPING BUSINESS No. nFPEsI:' , 3Y: . - 1 BOAT WRIGHT LAND SURVEYORS, INC. DM E: . C___ T _JANUARY )7-35 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET .1 . MAP SHOWING SURVEY OF OFFICE COPY • LOT 5, BLOCK 128, SECTION "H" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT. PUBLIC RECORDS.OF • DUVAL COUNTY, FLORIDA. • ratite 1/7'VRON N89.03'57' I34.17•(EIEtD) MAID t/; ,,.`k PIPE (LU 519) N88856 00 E 134.02' Phi. LB i ' wow FExC£ v .11 w 7~ to 44.3' to• V1 l SO'� • � � .,+ �„�...� y Two STORY � � � „J FRAME a 2 G h3 .,d . ' RESIDENCE '-.. itti . 0 ,t POSTED -620" 4,0' ,z O k. FINISH MOOR Cy CO V, • I T r P ELE VATION20_84 o . -: ?� •n � ' 3' � • - -1---• "v'}�.. 0�c 1't.titl[y 2t�. .;. �� ``� r rs Q .i. v cum OUT n'� f_,•PREVfxTOR:p t 4• 7.3.� fft+Cf .r Ci CZ �.. n() ?• Q3 a4 SE t/2 IRON .id' a 011717 1/2' tital‘' { PIPE. f$ 3672 g;► / ZIii ' --- • . I ,..�� -.r\ ' t I,OT= b2.00 5q.p-r. Gov sE=t 1.)4D Go\leR•Vv ?or-c14 = 1114' • / 70OL. ? O Z5I 74:1 4 — - - - - - - - --r --------- -- ,moo 9 , 4.6 -/ .. .. . EST 6th STREET • . . 50' RIGHT OF WAY (PAVED) THIS SURVEY WAS MADE I`OR THE 8ENEPI1 BOUNDARY SURVEY. • . VAN DUSEN & VAN DUSEN, LLC; PEOPLES FIRST COMMUNITY BANK,vG RESTRICTION LINE AS PER PLAT. PEOPLES .• • BASED ON THE WESTERLY LINE OF • - • 3, BEING N 41'22'00" W . LAT. • 4 SHOWN APPEARS O 4E ,X" (AA OUT DE 500 YEAR FLOOD . WELL AS CAN BE DETERMINED FROM THE 3URANCE RATE MAP- COMMUNITY-PANEL?0075 0001 D, REVISED APRIL 17. 1989 �. . .a _.. : :ITY OF ATLANTIC BEACH, FLORIDA_ _ _ _.._ DONN W. BOA1WRICHT, -P.S,14. . FLORIDA LIC. SURVEYOR and MAPPER No. �E L oRe AND ENE FLORIDA UC. SURVEYING di MAPPING'BUSINESS No SEAL Cf w xt,ORi1w �C`£N9ED. 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