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330 Magnolia POOL20-0037 Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP: JAMESV PITTMAN and SUZANNE LEVISEUR 330 MAGNOLIA ST ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: OakWells Aquatics 8608 Beach Blvd Jacksonville Fl 32216 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170445 0500 SALTAIR SEC 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 330 MAGNOLIA ST SWIMMING POOL SWIMMING POOL RESIDENTIAL SWIMMING POOL $42840.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 1/12/2021 PERMIT NUMBER POOL20-0037 ISSUED: 1/12/2021 EXPIRES: 7/11/2021 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BUILDING PERMIT 455-0000-322-1000 0 $265.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $132.50 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.09 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.73 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $684.32 3 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL Notes: Pool Wellpoint (if used) must discharge into vegetated area 10 foot minimum from street or drainage feature (swale, structure or lagoon). 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 6 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 7 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 8 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 9 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL Notes: This permit does not include the pool house noted as future plans. 2 of 2Issued Date: 1/12/2021 PERMIT NUMBER POOL20-0037 ISSUED: 1/12/2021 EXPIRES: 7/11/2021 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $684.32 POOL20-0037 Address: 330 MAGNOLIA ST APN: 170445 0500 $684.32 BLDG SUBSEQUENT PLAN REVIEW FEES $75.00 BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BUILDING $265.00 BUILDING PERMIT 455-0000-322-1000 0 $265.00 BUILDING PLAN REVIEW $132.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $132.50 PUBLIC WORKS PLAN REVIEW $100.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $11.82 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.09 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.73 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R14561 $684.32 Printed: Tuesday, January 12, 2021 9:10 AM Date Paid: Tuesday, January 12, 2021 Paid By: OakWells Aquatics Pay Method: CREDIT CARD 412781756 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R14561 ~+; CENTRALSQUARE Page 1 of 2 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BULLETIN 2-18 To: All Permit Applicants. From: Dan Arlington, CBO City Building Official Date: May 9, 2018 Re: PRE-CONSTRUCTION, FORM BOARD, AND FINAL POST- CONSTRUCTION SURVEYS REQUIRED. Per COAB, Section 24-66(a), a PRE-CONSTRUCTION TOPOGRAPHICAL SURVEY and a POST- CONSTRUCTION TOPOGRAPHICAL SURVEY are required for any new development. Sec. 24-66. - Stormwater, drainage, storage and treatment requirements. (a) Topography and grading. All lots and development sites shall be constructed and graded in such a manner so that the stormwater drains to the adjacent street, an existing natural element used to convey stormwater (see section 22-303, definitions: Stormwater management system), or a city drainage structure after meeting onsite storage requirements, as set forth within this section. The city shall be provided with a pre-construction topographical survey prior to the issuance of a development permit and a post-construction topographical survey prior to the issuance of a certificate of occupancy. Elevations in all topographic surveys will be referenced to NAVD 1988. Said surveys shall be prepared by a licensed Florida surveyor, and the requirement for either or both surveys may be waived by the director of public works if determined to be unnecessary. 1. A pre-construction topographical survey must be provided with the building permit application for any new development over 250 square feet. 2. A site survey, showing Finished Floor Elevation (FFE), Building Restriction Lines (BRL), and distances to property lines must be on site for the Slab Inspection, where the proposed structures are less than 0.5 feet from any BRL. NOTE: A Form Board Elevation Certificate, signed by a licensed surveyor, may suffice, where the proposed structures are greater than 0.5 feet from all BRLs. (Blank Form Board Certificates are provided by the City) 3. A final post-construction topographical survey must be provided before the Final Inspections can be scheduled. .Ir, ~(,) 11\ y . S-) r\~ OHL., ~ Page 2 of 2 The surveys must be original document; prepared by a licensed surveyor; signed, sealed, and dated; drawn to scale; and should be of sufficient size and clarity to indicate the location, nature, and extent of the new work and the existing structures on the site. The surveys must also show the locations and dimensions of the following: all impervious surfaces, pavers (new and previously existing, not removed by construction), setbacks, distances from lot lines, finished floor elevation, street address, site drainage patterns, and established finished grades. Where on-site stormwater retention is required, elevations must be shown to fully define the retention areas. All elevations should reference NAVD 1988 and the elevation and location of the benchmark for the survey should be indicated. If the structure is located in a flood zone, please provide finish floor elevations for all floor levels, including garages, enclosures, and habitable spaces. Additionally, a preliminary FEMA Elevation Certificate is required before the slab is poured and a final Elevation Certificate is required before final C.O. inspection, per FEMA and NFIP Guidelines. Other features to be shown include flood zone boundary lines, base flood elevations (BFE), flood ways, the Coastal Construction Control Line (CCCL), all easements, storm water retention areas, all storm water requirements of COAB, Land Development Regulations, Section 24-66 and any other development features. All fill dirt must be approved by Public Works before delivery. The pre-construction, form board, and final post-construction surveys are important documents for ensuring adequate drainage throughout neighborhoods, code compliance, and archiving this information in the permanent record. We appreciate your cooperation in this matter. DJA 5/9/2018, 10/02/2018 provided by others ~91,,.,,\_ ~--,! ···\v,u~ Building Permit Application City of At lantic Bea ch 8005emlnole Road, Atlantic Beach , FL 32233 Phone : (904) 247-5826 Fax: (904) 247-5845 lJi 9 Updated 12/8/17 Job Address : ______ 33_0_M_a_.9.,_n_o_li_a_S"""1_· -----'---------Permit Number: ___________ _ Lega l Desc r iption ____ 1_0_-1_5_1_.6_-2_S_-_2_9_E ______________ _ RE# _________ _ V aluation of W o r k (Replacement Cost) $ __ 4_2_8_4 0_._0_0 ___ Heated/Coole d SF _____ Non-Heated/Cool ed _____ _ • Cl ass of Wo r k (C i rcl e one): New Additio n A lteration Repair Move Demo Pool Window/Door • Use of exis t ing/proposed ~tructure(s) (C i rcle one): Commercial Residential • If an existi ng stru ct ure, is a f ire sp(inkler system insta lled? (Ci rcle one); Yes No N/A • Su bmit a T ree Removal Pe r mit Applicati on i f any trees are to be removed or Affidavit of No Tree Removal Describe in detail t h e type of work to be performed : c o n st ructi on in g roun d pool w ith d eck in g Florid a Prod uct Approva l ll ____________________ for multiple produ cts use product approva l form P roperty Owner I nformation Name: J e ssica Crandall City A tlantic Beach E-M aif Je sse .cra ndall@ F N F .com State F L Address : 33 0 Magnolia St Zip 3 2 233 Phone 407-59 2 -1082 -------------- Owner o r Agent (If Agent , Power of Attorney or Agency Lett er Required) ____________________ _ Con t ractor I nformation Name of Company: F lorida LOS & E xca v d b a: O akWells A q u aticsJ.ualifying Agent: Ryan Wells ---:-:c---------------A d dress 8 6 08 B e a ch B lvd City Jac ksonv ille State F L Zip 32 216 Office Phone 904-6 19-3281 Job Site/Contact Numb er _...,L..,owciL....::X4.,..0..._7-;:.,.3...,9,.,_9c-.... Zu:88..,,6..,__ _______ _ State Certlfication/Registration # CPC1458 53Q E-M ail lo ri@fio ri d ald s.com --~-------------------- Architect Name & Phone # ------------------------------------- Engineer 's Name & Phone# ___ , '"'"M'::'.o:-'-ly'""'e""'t-=E=nc...g,.,_i'"'"ne=e=r=in..,__q=---------------------------- Workers Compensation ____ qt-n_f_il_e ______ ~-~---------------------- 1 Exempt / Insu r er / Le ase Emp loyees / Explrat,on Date Application is hereby made to obt ain a permit to do the work and lnstal latlons as i ndicated. I certify that no work or installation has comme n ced prior to the issua nce of a permit and t hat all work will be performed to meet t he standards of all the laws regulationg const ruction i n this juri sdiction . I understand that a sepa r ate pe r mit rnust be secu red for ELECTR ICAL WORk, PLUMBIN G, SIGNS, WELLS, POOLS, FU RNACES, BO ILERS , HEATERS, TANKS, and A IR CONDITIONERS, etc. NOTICE: In a d dition to the reCjuirements of this perm it, there may be addi t ional rest rictions appl ic:a ble to t his.property that may be found i n the public records of this cou n ty, and t here may be ad d itional permit s requ[red from other governmental entitles su ch as w ater management districts, state agencies, or federal agencies . OWNER'S AFF IDAVff: I certify that all the foregoing infor mation is accurate and that all wo r k will b e done in compliance w i th all applicable laws regulating const ructi on a nd 20ning, 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. { (Signature of Owne r or Agent) (including contractor) Si ~ed and sworn to (or affir med) before me this J.L day of pf I 2,,Jµ.,J , by t! {iwrtrla t( Pool Equipment AC Unit S T E P S BENCH 3'-6" deep 5'-0" deep FUTURE SHED/POOL HOUSE SHOWN FOR ILLUSTRATION ONLY 6 ' 6' 6' 6" 21' 6" 10' 5' 5 ' 22' 1 2 ' 1 6 ' 2 5 ' 6 " 2 9 ' Scale: 1/16" = 1 ft S c a l e : 1 / 1 6 " = 1 f t E C ) 0 . 0 L n - - + E B D 0 . 3 ' O F F K e n e h O s b o n e 1 0 0 0 0 ' I c i I 3 ' x 4 ' P a d P o o l E q u i p m e n t F u t u r e A C U n i t S T E P S B E N C H 3 ' - 6 " d e e p 5 ' - 0 " d e e p S H E D / P O O L H O U S E S H O W N F O R I L L U S T R A T I O N O N L Y 8 ' 6 ' 6 ' 4 " 2 2 ' 6 " 1 0 ' 6 " 6 ' 3 4 ' 6 " 6 ' 6 " 6 ' 9 " 6 ' 2 1 ' 6 " 1 0 ' 2 " 5 ' 5 ' 2 2 ' 1 2 ' 1 6 ' 2 " 2 4 ' 9 " 2 8 ' 3 " 3 0 ' S c a l e : 3 / 1 6 " = 1 f t Jesse Crandall 330 Magnolia St - Atlantic Beach - FL - 32233 NOTE Home Owner: Irrigation System: Access Area: Left Side House Top of Beam:-9" Below Door Theshold to Ground Equipment Area:Back of Shed House - 25 ft away Others: EQUIPMENT Pump:Jandy, VS FloPro Pump Filter:Jandy, CS Filter Auto Cleaner:Stub Out Pool Light:24w LED Nicheless Color Sanitizer:Jandy, Truclear 11k AutoFill:Grav O.F. & Fill Skimmer:Wall Skimmer Drain:2 x MD Pot Return:2" - 3 x Inlet Cleaner:2" - Pressure Side Branch:3" Trunk:2.5" Fitting Color:White Deck Drain:N/A Others: POOL Envelope:22' x 12' Perimeter:68' Area:264 ft² Int Surface Area:499 ft² Depth:3' 6" to 5' Volume:6,345 gallons Interior Finish:Cove Teal Tile Line:68' Tile Material:TRD-Tortoise Turquoise - NPT Grout:Glacier Blue Coping Area:72 ft² Coping Interior:68' Coping Material:Travertine - Bianca Ibiza 12"x12" Steps:3 Bench:1 - Long Bench Step Perimeter:115' Step Area:70 ft² Concrete:11 yards³ Others:Center the Pool to Sheet DECK by Others Perimeter:0" Area:0 ft² Surface Material: Equipment Symbols Sk immer I Inlet t Oeoner T Bubbler • Umbre ll o Holder 0 MD Pot • • Channel MD c:::::::J In floor Heads .. Nicheless Light - LED Light .~ -.... .. .. - " ' " ' , \ I \ I Autofi ll • \I I SPA Side Remote * I Waterfoll-Sp illow o y ..1. Deck Jet .. Top of Beom ~ -- I ~ a,}g rer£e -erarifl" CvA-tro/ CD ■ ■ fT-£]) 7 2,5'd ,l2f .... ~ Lt1s th""' ...... -.... N 0) U! Jevdor/4(v L;lJ "' ~ '1> -0:, 'Q -II ,-.._ Crandall I B l ! . M A I N O I W • f f ! ' E N v t l t T N E E O I T O B l 1 , 5 T I M l , S l l 1 E 0 1 1 \ N E l E f < 0 C M , < f R O ! I T I i l ! T O P C l l l l E - ~ D R A I N P I P E . I F 1 H E P I P E C < M c S N \ / E l m C N . 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M A I N S I J C T I O H L J H E t s O E S I G I I E O T O t . l E ' t R E O I J I R E M E I I T S O f T ~ N I S I W ' S l ' - 7 , ! O O I F O R A l f f l . E N I R A P M 8 ( l . W J < l ~ V M l l ' E L O C f T Y " ' s u c n o r < 1 N T 1 ' R C O l < t < E C T U N E S S H I \ L l . B E G F P S , M A > ' J M U M \ 1 £ 1 . 0 C I I Y N o l l e n c , ~ T I W N l < U H e S B U F P S , M A X 1 1 ' U M V E L O C I I Y t l R E T I J F W ~ E S S I . R E U . . ' E ~ H ~ B E 1 0 F P S " 5 " P E R A H G U / i l ' S P . 7 l . o : 1 5 . , . _ C O N I R A C f O R S H A U m o v a - . o u M e T E M P O f W l ' f f E H Q I I G A A O O t l O T H E C O N S T R U C T I O N A R E A P R E V E N T U N A U l l < O R I Z f . 0 O O R Y t I T T O T ) E . P O O L A R E A 1 S . T H I S P O < X . " ' • U . S E E O U I P P E D W I T H l l l e a w , I C A L · 6 0 U t P M l ! I I T I N C i . U O N G F I L T E R , P U M P . P I P I N G V A L V - c . $ A N O C o o l P 0 1 £ W P N f ! S t N / , C C C R C W I C E W l ! H f O C 4 2 ' , 2 . f l P R o V t : l E P B V P E I I T A l / l , l < A ' I W A A D O R E O U V A U N T 1 6 . W . U ~ I A U J C P O O l F 1 T T I N G S \ ' m ' H I N S O F 1 H E ! " i S I O E v t / l U A N D O E C K R e l H F ' O A C I N G f f i E l . T O B E 8 0 N D E O T O ' 1 > 1 E f ' O O l R E W ' 0 R C U < G S T E E L w l t l 3 4 1 ' 1 ' G C M > E R W 1 ~ , " T H E t o W I R E I S T O B E R I . t i A ' I J E R N A L I . Y M O ~ R l < A U . Y W I T H T > C f N E C A P P A O - P I I C , U O K l ' C O ! I I O U 1 T F R O M T l < ~ I . J G H T ! l l O I E T 0 n E . J U l l C ' J i O N 8 0 ) ( . 1 1 , B O l i 0 A L l S - ™ E O C A l ! I . E ' S . R A . C E W A ' l ' S , M E T A L , P l l ' i N G S A ' I O M l 1 1 l < E l > M E l " . U . P A A T ~ ' O T S B ' A R l l 7 E D 8 Y A P E l < l ! M ' E f l T I W l ! I I E A . l l ' W I T l t l N 5 ' l ! O R ~ • T A U . Y F I \ O M W A T e l ! A N O ~ \ I E t m c . O j . L I ' O F M A X W > \ T f l U l ! V E I . 1 8 , E C i j M ' O l i ! N T I A L l l O N O t l < G S H A I J , U E ' I N S T A L L E D P E R 2 0 1 ◄ N ! C P E A F 9 C ~ . L O 0 L L 0 i i i . . - C l 0 I l l a . . e 0 a , £ < ( 3 ~ 0 ( ' ) : s " ' < T C D < 1 0 ! ! . , . I i . . . ~ ( ) 0 . . l ' O ( . ) 0 Crandall TYPICA L S P A P O O L - 2 M A I N D R A I N S O N F L O O R S E C T I O N , ~ · r n o c C O N C 9 ' H f ~ \ ' W n . , . : , , f r w p , . s , - C \ P l U . t t 1 1 0 C 1 0 A C J I H T U . ~ V 1 . n 1 1 v . 1 1 1 ~ h u . t u . . E ' u o r \ ( N . Q . 1 , 1 : l f ( W A Y I I E S O H t m n l O r Q R . l J G l " l l C O l t O t f " f e T H E W N N Q A A i , P " E ! I M R T N E E O S T O S E 1 , 6 T I M E $ T H E D I M ! E l E A O O V , , , f f ! Q N l l ' E T l l f ' O F T H E U A l l < D R A I N G A A ' I I : T O T H E T O P O F J > f f . . . , . I H O R N N P I P E , I F T H E P l l ' E C O W . I I N V l ! F \ T I C A l T O T H E M A I N O R l > J N B O X . F l l e l C A I N O R A I N l ' I P H < W E S L ' l T O T H E M I \ I N O R M , B O U N U Z O N T A ! . l Y . T f f l ' C O ' i E R F A < > . . T l 1 E T O P O f ' l 1 i E G A A 1 £ T O ' l l < E T O P O f 1 1 \ E M A I N D R / \ ! N P l l ' e N E E O S T O B E 1 . S t t U E S T H E D I A . o t T H E 1 1 . A . 1 ~ C R A I N P I P E . , . i r : u c ~ ~ . • · P ' f ~ ™ l ! O I A . l l b r - ~ l t ' ~ - - . I \ , · . . . · . · . · . ' I \ . · • . · : , • • . ' • • , : ' I D E C H A N D T I L E D E T A I L • ' I I \ . ; ' · ' · I J L O 0 L L 0 i i ( ' \ J C l ) 0 t Q Q . L : . e 0 a > e a . < , g 0 ( " ) " ' " ' : , 0 0 O ' ' { J < - 1 ! ! a l ~ . : , c " ' 0 0 Q . 0 i , j ( 0 . 0 , ' t l - ~ N > N ~ ' t l ( " ) > < . . 2 . J W ! l ) U . ( / ) £ ~ 9 - - ; ~ b t : C D o I X ) ~ / 0 o 0 - ( D « I 1 . 1 : · c o - , ' - Crandall POOL 60NOING NOTES. 1, ~OL'IPO'TEHnAl IIO!C)IN G O F P f J U M E T & \ S \ I A F A C E S R E . O U f l E S A C O P ! ' E R CO/!OUQTQIIIN NtNlJMIUI .A I V G I W I & 5 0 1 . 0 C O P P E R C O t < D U C T O f t i l t ! O \ FOUOWS Tl<E CONTOUR O F T H E l ' f R I M E T S ~ S U R F A C E S O f T h e P O O i . F R O M 1 S ' TO 1<• FIIOMT>E INSl)E W/ I U S O I T > ! E P ( ) O < . N I D W 1 1 1 0 t I S S € C l . ! ! U ! 0 1 V l l l i ' N OR UNDER THE PERIMl:TElt S U R F A C E . - , o r 8 E L O S I J B G A A 0 £ . T I I E P E R I M E T E R BONl>ING SHJ.ll. BE I.TTAC!i E O T O T N E P O O L R E l ' l F O I I C I N G S H e l l . A T A M I N I M U " 4 OS~ POM"SUIIIFOOWI.V S P " " " " M O I J t C > n E P . R N E T E R O F T I E P O O L 2. ~ IJHO£:AGROUND OR U N ! ' £ 5 t E i U . O C O N N E C l l C H S S t t i t U D E 8 Y U S T $ ) M£AIIS 1'8\ NEC= BON! l l H G C A S L E S U I G > E I I S V , 8 S H A U S E P I . A C E I > A T ™E 80TT0t,i OF EXl:AVA11 0 N . 3. YMEl' REIIAA IS Ulll.lZE D f O R l l l E C O N S J ' R U C T I O N O F P ! . A N T E R S A N D FOOrEJIS ADJACENT 10 Tl £ P O O ' . ( ' M n t , ~ 6 F T ) . l l O S R U J ' J l S H o ' l l I I ! l!OHOED USYIG ts AWG a A R E S < l . l O C O P P E R C O N O I J C f l l f \ B Y u s r m - POI /<EC 110.8 TO Tl<e 80.'IO I H G C O H O J C T O R . 4. lOCATIO<Of COPPER 60' , I D l l < G C O M l U Q T O R . a o t l D f l l G J U M F O S , / O H O CONNE<:Tla<S UHOW ME ~ A G R A M I A A T l C O N l Y , C O N l l l A C T O R S l < A . l l f l E l O ROUTE 100ET£AMIHE EXA C T L O C . . T l < » < B O N O I N G C O f f O U C T O R Q < A U . CQHFMtA 10 ThE SHAPE O f T H E P O a . " ' 1 U ' 1 , W N T A I N l « 3 " " ' O O T H I W > I A L CURVES• tlO 91 RAOIUS SH A U B E P l f f i l N T T E D . S. ~STANCE OF 1HE GRO ( . t f O S ' t S l ' Q I S t W 1 N O T E X C E E D 7 5 O l i l A ! l 6. IF REO~REO ,Al.l MOUN D R O O S H / , U B E i ' C O l ' P E I < C l A O S T E a . n o . ~ G MD ORMN TO A ~PTH <: F D ' B E L O W F I N I S H E D G R A D E , M I N I M U M . A N D Wll£RE USED SHAI.L IE em r o m U S I N G I l l A W G B A A £ S O L I D C O ! f f R OONOUCfOR av ll:3reO ME A N S P E R " 1 S C 2 5 0 , a T O T H E 8 0 N . O I H G O O N O U C T O R . 7,Sl'E0/11.CASES "MYINCl V O E . 8 l l T A A E J K J T L 8 l £ D T O , " ' " " ~ t t - l G E O G E = POOlSWIT~ PEJaJ.., E T l i R O S V A I I Y l l < G ( \ I E I U I C A L I G R A D l : S , ™ ' 1 N l 9 E O PEfUMET91SURFI\C£S Ul<E E O G E P L A N T E R S . s r P Q / l < E T A ! N I N G \ l l , I U S . J I N O Z£R0-I.O? l"'1ES IN lHEsE = e s . l H E l l O I C > C H G C O N O I J C T O R S l i . \ L l . • E INSTALLED IN ACCORDANCE w t l H N e e I I S O , • • N O T E 1 ( A B O V ! a l , N , O OIAECIIOII FROM "TllE AUTl< D R I T Y H A V , I I Q A J R I S O I C T 1 0 f l ! A H i J ? 1 1 E ElECTRI~ CONTRACTO,.i H A L L 8 E A E $ l ' O N S l l l E F O R C O O R D , M T I O H O F me 110>,0ING WIT\< ,ue M U I N 1 H E O E ' T E R M I N A T I O N O F 1 r s A P P l l C ~ i l O N O P THE NEC. I . C O P P E R B O N O I N G C O ~ O \ J C ' T O R S H . l l l l l l ' I O N ! l E O T O T H E P O O i . A N O • P A f < E B A A A S S H O W 4 L O C A T l ( J r l S , t . l N l " V M A T E A C I I S E P A ' U . l E ! ! O O Y O F W A T E n . U S I N G M i , . A ' N G B . o . ' U S W O C O P P E ~ C O N 0 U C T C R F O R l l t l t H X I N O U C f l V E P O O i . & < E l . L S , I I O H Q N G A T 4 P O V < T S S > l / , 1 . L N O T B E R E O U I A E O , , , C O i ' 9 E I I B O ' l O O I G C O H O ' - C T O I I S H , W . a e 8 0 N D e O T D T I E E Q U I P M E N T G R O U I D O F ' T H E P O O L P l / l , I P M O T O R A N O 0 1 \ l E R E L . E X : T R I C A L C O N ? O N E l \ " T S A S R E Q U I R E D 8 Y N S C 6 5 0 2 $ ( \ I E R I F Y l O C A l l O N S ) U S 4 N G o , A W G I I A A E S O L < O C ( l f ' O E R M U S . , o C O f P E A B ~ O I N G c o t ◄ O U C T O R S l t A U S E . a O N O E D r o . . . . . . . . ~ A L L I C C O W P O , " l f H T S < l F T l l E P O O L / I H D S P A A N f > T H E M E I N . S l R . U C l U R E S . I N C U / D I N C . B U T N O T U m - E D T O A U . I I A N C R A l l S , O I V A < G B Q A . ' I O S N i O L A D D E R G R A l ! A A I L S I N 1 ) . 1 £ P O O L N : t J S P A N O l ~ ' C l . U O E A l l l k 1 ' A 1 . W . R I N G , < N D A U • ~ o M E T . I L P A R r S ~ W / T H I H $ n H O R I Z O N T A i . i . y " " M I N S I O E W A U . O F ' l ' l l e P O O L ( S P A ) A N O I Z F T V E R T I C J \ U l ' A f . O V E T H E ! A A X l l . l t l J J W A l E R l E V E . l O f T H E P O O t . U S l < G a A W G I I A A E C O P - Y A R E ' . 1 1 , A U P O O l . . . . - o s P A U G l ! T l N G f f l C I I E S S ' - V J . L a ! B O ! < C f O T O P O O L A N O S P A R £ 8 A n P E R N E C I I O . T H O C O P P E R B Q N O l ) , I Q C O N O V C T O f : t P W . . l 8 E B O N D E 0 1 0 1 1 1 E I I E U A R A T B O T H l l E P O O l l o N l l ! H E S f ' / \ . P E R N O T E 6 , A 9 0 ' / E , W H I C H S > < A U . . I N T U ! < I I , P R O V f O E S O M > N G O F T H e l U M l l ' W ' E N O C H E S , t l , E L E C l R I C A L C O N ' I I I A C T O R S H A U C A U F O R T H E , l l i S P S : T l O N O H l i E e o t l O N G O F T l l E P O O L A A ' O I T S P E R M E T E R S U l i f A C E S P R I O R T O r ; o " 1 , R o r r r l a l . A A 1 ' A S , ~ . . . _ . . . : , ~ t ! I A N . r i f l - - - C f W l f j U l f f C . ~ a a ; i . u m u v . - . , u e o F ~ O I N S I . S P l J i c l C I f ' ! I " " " ' f l O f E I f f t O U f ' ( ) ( M . A C O A J I l ( ) t Q H O C O f ' i : O u c ' l o t T Y P I C A L B O N D I N G T Y P E S u , o o u n e . . . . . _ , , , . . . . . . . , , _ TY P I C A L P O O L B O N D I N G P L A N NO"t rosc : . , a B O N D I N G L E G E N D .SC:~'1:IC"'°US · 1 , TH£ECU~A . t . ~ O l ' f G f ; Q A i l C Q f . . ® C T l ' - l t , O C l . ~ P U t J . . a a . W f l F . t i e ! : S U " A . U : C O ' ~ P O N ! h f 6 , U~At'U- ~ \ l i f ' H . , l ' T T I H ! . ! , . l i . l , C . ( 1 R I C A I . E O U f ' ~ ' N C U . t f r N . W \ J R " V A V $ i 4 » H 0 U f f l f t t A L l B I I N AcC0PoAJc( ~N ! C . l i & : J O i l A I ~ D l ' l n 9 ' f l ) t E " M I J l t O A n ' Y H I I W Q G ~ C T ' S O S t A M J t , t C > J f O S C M . k N O T l : i " , I . ~ S ~ 0 1 ' 1 M c 0 ~ " 1 & . ) S M M . 1 8 E N J o < A , t , l D N A C , C C W M . ~ c t . I M ' N , W - . ~ I \ U R f C ~ T I O : ' i l i " " " " ' " ~ . § S l f O M . ~ O n ' S T I ! t , 1 P O O l . l W . ' f l ' O l Q N ' - s l t C l · - · · ~ ~ ~ T Y P I C A L P O O L B O N D I N G S C H E M A T I C N 1 l T O $ ( A l . f l O 0 L L 0 a i C V ) C l r o a . 0 . . . : , E u Q ) e a . 4 : t l ~ 0 : : J ( ' ) 1 l l t ) . , 1 / l . ! ! ! . . . " i i r s 0 _ . , . , 0 . I l l 0 p i i i . c , c • • 1 0 > , , . . ' l ' J N ~ - g - ~ ( / ) - . . J 0 a : ) L L . . J - 5 1 < " > 0 C D . C - a : i 0 1 t l X ) 3 g o . E ~ . ; ; V • - M o l y e t E n g l n e e n n g P E 0 4 1 5 0 9 , ; y • • · 1 0 6 0 E l n d U S t n a l D r i v e ¼ ' - . • , . . _ . . . . _ , O o a . n g a C i t y , F L 3 Z 7 6 3 " f / : ; ~ . 3 ! 6 - 5 S 2 - 8 0 0 0 ~ ~ / " ' . . . - ~ Crandall ,-ON\AT 12"0,N; CE ' , I T I ; R DN\t081!SFT\.Cln 3 l .. • ~ P O Q . O , C f M C l l " O Q 1 > 4 1 . u . P \ l l ! C e ' A i . L & T U J . . , t H E : f ' O C l . " ' 1 . 1 . A f ' N O ~ c : ; ~ • : r ~ ~ 1 - - - - - - - - , , , TURN DOWN FOOTER DE T A I L F L A T S L O P E / N O F O O T I N G T Y P E 1 M O T E R A T E S L O P E F O O T I N G T Y P E 2 S T E E P S L O P E F O O T I N G T Y P E 2 > ~ W t ! R E 1 N e M Q . ( o , R E P O S l l H £ 1 f a l O o J D C P C N O R ~ , . . . . . . . . , , t ·*>RA11 ;ce)tf, ~ .-----l--...:...·-.! 1 1~CJJtNtvtlllTW".At.LY u n,• otl ctNTC.ft - " PAVER DECK TURNDOW N D E T A I L t •. ii I . ~ . · • .· ; . . · . ~ r ~ ... . , ¥ 1 1 " 0 - C 2 f l l l 0 t - - - . . I . 4 FT RETAINING WAL L Rf'tAN.t:G'\W,J. ';lOOO ~ M<XCO N C A m f'fl'CWArtc/lU.V .-r,::-LW, I ~ I t r - i 2 F T R E T A I N I N G W A L L R C T ~ ! H G \ V A J . ; X , W ~ l & , I I X ~ P J - t U f , I A l \ : ' . ' . A l L V H ' I P L , I C D t _ . . t . • . . · • , . . . . . M 8 A R " ' U " " O t f Q . " l l E R J _ _ _ : , : _ - i 1 3 F T R E T A I N I N G W A L L C T ~ t l l l l , J . . X Q 0 F l l l o l ) C ~ r N C U M A ~ U . V N " P l l f I > 1 i N C 1 t o . a o o • 1 1 0 ' O E I T O I A R \ ! A S L A B - F O O T I N G D E T A I L S t : ' 4 0 M H . . & U S f l C M M l l t M B S " 1 U 1 t D r < a l D O O N I " " 6 Q \ f ' T ' E U U I f X G 1 , 0 1 1 0 Y m M Q A f l l M ! H t , , , E S l t C U P t . , : a 1 ~ W l i E X O E F O M ' t c l ~ A N O O U ~ . . ~ ~ t C X x E J C J S ( I N J $ 1 R l J C l C R l i l ' X f ' f f l W O E f \ $ J l l . A a o , T ? F l O H t : e J T U H A i . L / & U : , , U & 1 R l f l 0 C R T O W " " ' ° " r c o O Y a w , , . t O $ l J 1 r A 1 U I H O f 0 R O E : v t a l & u C i t l M r J C ◄ " A T 1 / , C U ! . W i T ! I A H O K J \ t " " ' 5 0 R 1 1 \ P c C N ~ T c r 1 s m 1 1 a s t A I J c t \ f f O R , n F O I M O . _ ! _ . _ . \ i 1 l ~ ' 1 · - · ~ + . , . . i : ; - ~ ~ ~ W P ~ \ : ~ ~ ~ v " ' ~ ~ l t C l O P ! . 1 1 1 ; 0 1 , ~ t T O w , 1 . ~ p ( l µ l \ S R I B B O N F O O T I N G W / P A V E R D E C K ! S M ~ A N C , _ · • f f l ( . P O Q . 0 1 ( U l , ' l , W . L s , I J i l I I & C 0 4 f A U C R D A l I ' J H 1 C M N W , • l R E 1 J M S l l i T 6 " " C X ' f ~ O O " D I ~ r . , . . , ~ ™ " T ~ t O W I D n U ~ f ' . J . ! , O f ~ I T ~ U t w . V l E c , t . ~ l . l , l 0 G ~ D U , , , , l t ' O f t o ~ ~ r o M l Y E N t r R O t J ~ t N T A T ~ J _ , , S H O R I N G D E T A I L 1 N l O C A 1 ' O ~ 0 Q ~ G , o . f t D A ' f V f I S 1 K X f . A 1 t N ( O O Y U N O U W H N ' Q Q J C f O ~ e o t a f l O N I A 1 l H E 1 U l l " C 1 F O C A V A D C N ' J H 0 " 1 G w « W I ~ P A V E R D E C K ' , , . . 0 0 . ~ l f \ A C T ~ S H C l ' J t O - . r r t 1 , . , , r o ~ S T A V C f J W O I ! f f U ~ f W J I G . . Y A S C O f D ' n O I I G ~ i ' l l . l O W . T I I I R ( ; n i l l O ~ . 1 1 . S m u r t r o R R A A a . Y 8 A O ( f ! I U . N G U C . - , . V A \ I C , I T O ~ _ . , _ l h W c - n m ! \ J V : - 1 1 " L Y ' W O O O l t l t E l \ H G g i t ( ' O I J ! Y M . 9 i f M . l l C M ~ M A J l . A \ l i L . t O M S J l t A » I S I D « . r : , , x c N . i A l ' O ~ 0 , 1 0 ( P L 1 . n o t f f O Q C l r l l L ' 1 G l O l " R ! V C N ' T U N O E W i W l , . . o r _ f , l ( ' j l : T , t , N J S H I J C T \ J ' t e \ . , / . M o l y e t E n g i n e e r i n g P E 0 4 1 5 0 9 • ~ 1 1 / / - 1 0 6 0 E I n d u s t r i a l D r i v e , 1 / , O m 1 g e C i t y , F L 3 2 7 6 3 , , , , _ . - ~ / 2 w ✓ · 1 3 8 6 - 5 3 2 - 8 0 0 0 / , , r , ~ [ " · 1 . , , l " V ' , ' 1 ' I , . . I l [ ) 0 L L 0 a i - . . : t C , 0 r o C l . I . : , E 0 I D · e - C l . < ( X l r o : : , C T < ( 0 ( ' ) t i ) c c t i ) ! ! 1 . . , . a i . . . ~ t ) C l . r o l l 0 Crandall Required guards shall not have openings !tom lh e w a l l \ i n g s u r f a c e t o t h e r e q u i r e d g u a r d h e i g h t w l i c h w o u l d a l l o w p a s s a g e o f a s p h e r e 4 I n c h e s I n d i a m e t e r . G u a n ! s ( h a n 1 r n l l ) o n l h e o p e n s i d e o f s t a i r s s h a l l h o t h a v e o p e n i n g s that allow passsge of a •phere, 3.8 Inches in di a m e t e r . T l i a n g u l a r o p e n i n g s l o r m e d b y t h e r i s e r , t r e a d , a n d b o t t o m r a l l s h a l l n o t a l l o w p a s s a g e o i a s p h e r a 6 i n c h e s ( F B C - R e s l d e n t l a l R 3 1 2 . 1 . 3 ) , r t· 1 i ~~ .,_ ..... ,, .. ~:"'"" 1 · l I l , . I i 36" TUR N D O W N •:iOAA~ I J s. J 1 ~ I A A : A T 4 0 I W C l ! N ' U ! . A , _ l t H 0 0 & . . f l l J . E i - . i 1 " ~ " ' 1 : ·, .. · 1:.:-•~-f-'-..... -+. . U - ' - ~ - - 1 - - - , .. -. . I . . . ..... ··...__ ___ _ _ _ . = ! : ' v : · ~ · : . · l ' O C 1 . u n l , . . U O A A ; A T . . O D l a ! H : ! 1 1 1 · , ' - \ n • a . u . r - 1 . l l o ~ , H C B \ " ' C R f T I " ' " ' " ' ' " " . - . i i : P G O L < l E o < B L O C K W A L L D E T A I L M l . l O O J P : S t N , . . ~ M D l c ; Q N C J b l E t , , . . . . - ~ ' . . : . . . - . . . · . . . . · . . . . , . , . · . · . . · I . - . - - - - - ' ~ , I . . . , . R f c T A I N I N G W A L L B U I L T I N T O P O O L S H E L L D E T A I L I ' - ' I A A ' 1 t T l T O N C E K l ' I R ~ . ' . ~ , - s , . y a m c J , U , V ' ? " " " . . . . I 1 t • . t I o . , . , . " ' " " I - , . . " " " ' . . . . J . . , . . , . . , , , . 1 : 1 1 I ! i i I L - - - - _ _ _ , , ) , . I I • , r . J . . , J I / ' ' . . . : . , , , " ' • ' . , , , - : . . 1 · · . . - . . , . . r . o ~ t . " r ~ c : o , T ' I . A - B A S l r l S I D E E L E V A T I O N . . : ; BLOCK WAL L D E T A I L 6 F T R E T A I N I N G W A L L ~ » a ) f l . S . \ " 1 . N P t . 4 « C a t C f e l l ! i P " I E \ B M , T C , l , L l ' t A P A . J D ) ~ 1 0 J : A l . i Document live loads for lhe following: a) Balconie s ( e x t e r i o r ) e n d d e c k s : 4 0 p . - 1 , b ) G u a r d s a n d h a n d r s l l s : 2 0 0 p s 1 , c ) G u a r d i n - f i l l c o m p o n e n t s : S O p s l (FBC-Residential 301, Table R301.5) G\Jaids shall be located along open-sided walkin g s u r f a c e s , i n c l u d i n g 5 1 a l r s , r a m p s . a n d I M d i n g s t h a t a r e l o c a t e d m o r e t h e n 3 0 I n c h e s m c a s u o d v o r t i c a l l y l o t h e f l o o r or grade below at any poilll wlthh 24 inches hori z o n t a l l y t o m e e d g e o f t h e o p e n s i d e . G u a r d s s h e l l b e n o t l e s s l h a n 3 6 i n c h e s i n h e i g h L I n s e c t s c r e e n i n g s h a l l n o t b e ,;oosldared as a guard. (FBC-Res.!dentlal R312) I Y . o l i e l E R g f n e e r i n g P E 0 4 1 5 0 9 1 1 0 6 O E l r n l i l s b i a l D r i v e I : . ' • O r a n g e C i t y , l : l 3 2 7 6 3 ' 3 8 6 - 5 g 2 · 8 0 0 Q · C e r t . o r ~ l l l & t t y 3 2 4 0 1 ' . . 1 ' > , i i i C l > c u a . I . : . e t i a , · e - 0 . < ( ] 1 1 1 : , C T < " ' i - " ' c u 0 I ! ) 0 L L 0 L O 0 0 . . , I I ) 1 1 0 U ) ! 0 a . 0 Simplified Total Dynamic Head (TDH) Calculation Worksheet Determine Maximum System Flow Rate Minimum Flow Rate Required: 35gpm per skimmer (required: 1 skimmer per 800 sq ft of surf. area) 1. Calculate Pool Volume _____________X ___________ X 7.48 (gal./cubic foot) = ____________________ (Surface Area) (Avg Depth) (Volume in Gallons) 2. Determine preferred Turnover Time in Hours: __________ X 60 (min / hour) =_________________ (Hours) (Turnover in min) 3. Determine Max Flow Rate ________________ / ________________ α _____________Ϊ̴̴̴̴̴̴̴̴̴̴̴̴̴ = ___________________ (Volume in Gallons) (Turnover in Min) (Pool Flow Rate) Ǥ Ǥ Ǥ 4. Spa Jets: __________ X ____________ GPM per jet = ____________________ flow rate (No of Jets) (Jet Flow) (Total Jet Flow Rate) (For Single Pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & Spa) Determine Pipe Sizes: Branch Piping to be _______ inch to keep velocity @ 6 fps max. at _____ gpm Maximum System Flow Rate Suction Piping to be _______ inch to keep velocity @ 8 fps max. at _____ gpm Maximum System Flow Rate Return Piping to be _______ inch to keep velocity @ 8 fps max. at _____ gpm Maximum System Flow Rate Determine Simplified TDH: 1. Distance from pool, to pump in Ft:___________ 2. Friction loss (in suction pipe) in _______ inch pipe per 1 It. @ BBBBBgpm = _____(from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in ________ inch pipe per 1 t. @ BBBBBBgpm = _____(from pipe flow/friction loss chart) 4. ________________ X ___________________ = ______________ (Length of Suction Pipe) (Ft of head/1 ft of Pipe) (TDH Suction Pipe) 5. ________________ X ___________________ = ______________ (Length of Suction Pipe) (Ft of head/1 ft of Pipe) (TDH Suction Pipe) Flow and Friction Loss Per Foot (Schedule 40 pvc Pipe) Velocity -‐ Feet Per Second Pipe Size 6 FPS 8 FPS 10 FPS 1.5" 37 gpm 0.08' 50 gpm .14' 62 gpm .21' 2" 62gpm 0.06' 82 gpm .10" 103 gpm .16' 2.5" 88 gpm 0.05' 117 gpm .08' 148 gpm .13' 3" 136 gpm 0.04' 181 gpm .07' 227 gpm .10' Selected Pump and Main Drain Cover: Pump selection ___________________________________ using pump curve for TDH & System Flow Rate (Pump model and size in HP) Main Drain Cover_________________________________ (System Flow Rate must not exceed approved cover flow rates) (Pump model and size in HP) Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm. Determine the Number and Type of Required In-‐floor Suction Outlets: (Check all that apply) ☐ ¤ ← 3’ → ¤ _____________ suction outlets @ ____________gpm max. flow (see note 2) ☐ ¤ ¤ ¤ _____________ suction outlets @ ____________gpm max. flow (see note 3) ☐ _____________ channel drain @ ____________gpm w/ _______ports (see note 4) ANSI/APSP-‐7, 2006 Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation is one of the methods specified. TDH in Piping______________ Filter loss in TDH (from filter data sheet)______________ Heater loss in TDH (from heater data sheet)______________ Total all other loss______________ Total Dynamic Head (TDH)______________ Velocity -‐ Feet Per Second Pipe Size 6 FPS 8 FPS 10 FPS 1.5" 37 gpm 0.08' 50 gpm .14' 62 gpm .21' 2" 62 gpm 0.06' 82 gpm .10" 103 gpm .16' 2.5" 88 gpm 0.05' 117 gpm .08' 148 gpm .13' 3" 136 gpm 0.04' 181 gpm .07' 227 gpm .10' 4" 234 gpm 0.03' 313 gpm .05' 392 gpm .07' 6" 534 gpm 0.02' 712 gpm .03' TDH Calculation Options (For each Pump) Check one ☐ Simplified Total Dynamic Head (STDH) Complete STDH Worksheet – Fill in all blanks ☐ Total Dynamic Head (TDH) Complete Program or other calcs. Fill in required blanks on worksheet & attach calculations ☐ Maximum Flow Capacity of the new or replacement pump Notes: 1. If a variable speed pump is used, use the max pump low in calculations 2. For side wall drains, use appropriate side wall drain flow as published by manufacturer 3. Insert manufacturer’s name and approved maximum flow 4. See installation instructions for number of ports to be used 5. In-‐Floor suction outlet cover/grate must conform to most recent edition of ASME/ANSI A112.19.8 and be embossed with that edition approval 6. Pump, Filter and Heater make and model cannot change, and equipment location cannot be move closer the pool without submitting a revised plan and TDH calculation worksheet for approval Flow and Friction Loss Per Foot (Schedule 40 pvc Pipe) ANSI/APSP/ICC Worksheet Swimming Pool Energy Efficiency Compliance Information Note: These Requirements Apply ONLY to the Filtration Pump Maximum Filtration Flow Rate Calcutlations Pool Water Voume______÷ 360 =______ gpm = filtration flow rate Is there an Auxiliary load on the filtration pump? Yes___ NO____ If so, what is the auxiliary flow rate _______gpm Maximum Flow Rate ______gpm (maximum auxiliary pool loads or the filtration flow rate, whichever is greater. The pool filtration flow rate shall not be greater than the rate needed to turn over the pool water volume in 6 hours or 36 gpm whichever is greater. This means that for pools of less than 13000 gallons, the pump shall be sized to have a flow rate of 36 gpm or less. Suction Pipe size @ 6 fps ________inch Return Pipe size @ 8 FPS ________inch Filter Factors: (Cartridge .375) or (D.E 2) or (Sand 15) ____________÷ _____________=___________________ (flow rate) (filter factor) (minimum filter size) Filter Make/Size __________________________________ Backwash valve? Yes_____ No______ (if yes, must be 2 inch min) Pump Selection from APSP database on Curve A (less than 17000 gallons) or C (greater than 17000 gallons) (circle one) Model_________________________________________ Flow Rate (low speed)______gpm @ ______rpm Flow Rate (high speed) ______gpm @ ____ rpm (not required if no auxiliary load on filtration pump Pump Controls Standard time clock / 2 speed time clock _____or other ______ Heater Model _______________________________________ Notes: suction piping in front of pump inlet must be 4 pipe diameters in length. Must have 18” of straight pipe after the filter for solar. Date _____________________________________________________ Contractors Signature _____________________________________________________ Print Name _____________________________________________________ Certification Number _____________________________________________________ Telephone Number Swimming Pool Specifications for: Owner:____________________________________________________________ Address___________________________________________________________ City, State, Zip____________________________________________________ ____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ II II II Total Head In Feet Conversion Chart Inches Mercury (Vacuum Gauge) 0 2 4 6 8 10 12 14 16 18 0 0 2.3 4.5 6.8 9 11.3 13.6 15.8 18.1 20.3 1 2.3 4.6 5.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 2 4.6 6.9 6.1 11.4 13.7 15.9 18.2 20.4 22.7 25 3 6.9 9.2 11.5 13.7 16 18.2 20.5 22.8 25 27.3 4 9.2 11.5 13.8 16 18.3 20.5 22.8 25.1 27.3 29.6 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 7 16.2 18.4 20.7 23 25.2 27.5 29.7 32 34.3 36.5 8 18.5 20.7 23 25.3 27.5 29.8 32 34.4 36.6 38.8 9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 P 11 25.4 27.7 29.9 32.2 34.5 36.7 39 41.2 43.5 45.8 S 12 27.7 30 32.2 34.5 36.8 39 41.3 43.5 45.8 48.1 I 13 30 32.3 34.5 36.8 39.1 41.3 43.6 45.9 48.1 50.4 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55 16 37 39.2 41.5 43.7 46 48.3 50.5 52.8 55 57.3 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62 64.2 20 46.2 48.5 50.7 53 55.2 57.5 59.8 62 64.3 66.5 21 48.5 50.8 53 55.3 57.6 59.8 62.1 64.3 66.6 58.9 22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69 71.2 73.5 24 55.4 57.7 60 62.5 64.5 66.7 69 71.3 73.5 75.8 25 57.8 60 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 90.5 82.7 28 64.7 66.9 69.2 71.5 73.7 76 78.2 80.5 82.8 85 29 67 69.3 71.5 73.8 76 78.3 80.5 82.8 85.1 87.3 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92 32 73.9 76.2 78.4 80.7 83.1 85.2 87.5 89.7 92 94.3 33 76.2 78.5 80.7 83 85.3 87.5 89.8 92 94.3 96.6 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9 35 80.9 83.1 85.4 87.6 89.9 92.2 94.4 96.7 98.9 101.2 * NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH. ** GAGES TO BE INSTALLED AT THE TIME OF FINAL INSPECTION FOR VERIFICATION. VS FloPro 1.85 HP VARIABLE-SPEED PUMP DUAL VOLTAGE. IDENTICAL PERFORMANCE. Front Edge of Unionto Center of Bolt Holes 9 1/8" B 9 1/2" 24 1/2" Bolt Holes, Center to Center 6 1/2" A 10" 0 10 20 30 40 50 60 70 80 90 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 To t a l D y n a m i c H e a d ( F e e t o f W a t e r ) Flow Rate, Gallons Per Minute (GPM) VSFHP185DV2A Performance Curves 600 RPM 1200 RPM 1730 RPM 2400 RPM 2750 RPM 3000 RPM 3450 RPM There's no need to sacrifice your pump's power. The ideal replacement for high energy-consuming single-speed pumps up to 1.5 HP, the 115v/230v dual voltage VS FloPro™ 1.85 is the only variable-speed pump on the market that offers the same performance at both voltages. • 115v/230v Dual Voltage With the ability to provide the same head pressure and flow rates at both 115v and 230v, the VS FloPro 1.85 eliminates the need for expensive main power rewiring without compromising performance. • Add iQPUMP01 for Instant Automation Two auxiliary relays can be used to control other pool equipment, such as booster pumps and salt chlorinators, for easier installation and operation. No need for additional timeclocks! • Lower Electricity Costs Save over $8501 per year in energy costs! The variable-speed motor allows for dramatic energy savings and quieter operation. • Choose Your Own Controller Designed to work with the following Jandy® control systems for complete programmability and customization (controller sold separately): ›Jandy AquaLink® Automation Systems ›iQPUMP01 with iAquaLink™ App Control ›JEP-R Controller • Additional Features ›Adjustable base for seamless direct replacement of a variety of other pumps in the aftermarket ›Zero Clearance TEFC Motor for cool, quiet operation in tight spaces ›2" × 2" unions included or utilize 2" internal threads ›Easy Controller Setup auto detects connection to an automation system or a traditional controller, eliminating the need to adjust settings manually ›RS485 Quick Connect Port for faster installation and maintenance ›Dry Contact Relay Control ›Tool-free lid for easy debris removal ›Ergonomic easy-transport handle 1 Based on a 22,500 gallon pool with two turnovers per day at an energy cost of $0.195/kWh vs. comparable single speed pumps; when tested in accordance with the applicable requirements of 10 CFR 429. 2 Small base with spacers included with all FloPro pumps. Large base is optional part R0546400. 3 WEF = weighted energy factor in kgal/kWh. WEF is a performance-based metric adopted by the Department of Energy to characterize the energy performance of dedicated-purpose pool pumps. Department of Energy 10 CFR Parts 429 and 431. 4 Always follow local building and safety codes for pipe sizing and guidelines. Jandy.com | 1.800.822.7933 ©2019 Zodiac Pool Systems LLC. All rights reserved. ZODIAC® is a registered trademark of Zodiac International, S.A.S.U., used under license. All other trademarks are the property of their respective owners. 5063_SL Model No.THP WEF3 Voltage Max Watts Amps Union Size Rec. Pipe Size4 Carton Weight Overall Length VSFHP185DV2A 1.85 8.52 230 VAC 115 VAC 1,700W 1,800W 7.5 15.5 2" × 2"1 1/2" – 2 1/2"53 lbs.24 1/2" ADJUSTABLE BASE CONFIGURATIONS2 DIMENSIONS SPECIFICATIONS PERFORMANCE Base Fits 'A' Dimension 'B' Dimension No Base Hayward® Super Pump® Pentair® SuperFlo® Sta-Rite® SuperMax® 7 3/4"12 3/4" Small Base Hayward Super II™ Jandy PlusHP and MaxHP Pumps 8 7/8"13 7/8" Small Base w/ Spacers Pentair WhisperFlo® Sta-Rite Dyna-Glas™9 1/8"14 1/8" Small Base + Large Base Sta-Rite Max-E-Pro® Sta-Rite Dura-Glas® Sta-Rite Dura-Glas II Sta-Rite Max-E-Glas® 10 3/4"15 3/4" ,. A --• -Link'" ..,....,.OlfTIIOl ©2011 Zodiac Pool Systems, Inc. SA6259 0611 ZODIAC® is a registered trademark of Zodiac International, S.A.S.U., used under license.® is a registered trademark of Zodiac International, S.A.S.U., used under license.® www.ZodiacPoolSystems.com Technical Specifications CS Series Filters Part No. Description Size CS100 CS Cartridge Filter 100 Sq. Ft. CS150 CS Cartridge Filter 150 Sq. Ft. CS200 CS Cartridge Filter 200 Sq. Ft. CS250 CS Cartridge Filter 250 Sq. Ft. 14 3/3/3 4/4/" 31/4/4/" 18 1/2/2/" ‘A’ 0 2 4 6 8 0 30 60 90 120 Flow Rate (gpm) Design Head Loss (ft head) 0 1 2 3 Design Pressure Drop (psi) CS150 CS200 CS250 CS100 CS Filter Head Loss Curves Specifications and Dimensions, CS Series Filters Model No.CS100 CS150 CS200 CS250CS100 CS150 CS200 CS250CS100 CS150 CS200 CS250CS100 CS150 CS200 CS250 Filter Area 100 ft2 150 ft2 200 ft2 250 ft2 Design Flow Rate 1 gpm/ft2 .85 gpm/ft2 .625 gpm/ft2 .5 gpm/ft2 Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpm100 gpm 125 gpm 125 gpm 125 gpm100 gpm 125 gpm 125 gpm 125 gpm100 gpm 125 gpm 125 gpm 125 gpm Six (6) Hour Capacity 36,000 gallons 45,000 gal- lons 45,000 gallons 45,000 gal- lons Eight (8) Hour Capacity 48,000 gallons 60,000 gal- lons 60,000 gallons 60,000 gal- lons Normal Start Up Pressure 6-15 psi 6-15 psi 6-15 psi 6-15 psi6-15 psi 6-15 psi 6-15 psi 6-15 psi6-15 psi 6-15 psi 6-15 psi 6-15 psi6-15 psi 6-15 psi 6-15 psi 6-15 psi Max. Working Pressure 50 psi 50 psi 50 psi 50 psi50 psi 50 psi 50 psi 50 psi50 psi 50 psi 50 psi 50 psi50 psi 50 psi 50 psi 50 psi Cartridges Required 1 1 1 1 Shipping Weight 28 lbs. 28 lbs. 34 lbs. 36 lbs.28 lbs. 28 lbs. 34 lbs. 36 lbs.28 lbs. 28 lbs. 34 lbs. 36 lbs.28 lbs. 28 lbs. 34 lbs. 36 lbs. Height (‘A’)32" 32" 32" 42½" 42½"" 42½" 42½"" 42½" 42½" T J. t ~ r ~ {I V /. ~ ~,,. HOME I CONTA CT us I BUY POOLGUAAD iPRODlJCT' MA.NUAl.::S'!WAARAN 'FY' REGISTRATION • ' --_. ·,.:· --'1 \ .,, .... ,. -• . • /£;~~'!/ ·r--01 · l ':•a·. r:-~d.-~C.-i~,h~P , V · !IJI · ·.· \,._fn ~od e ~' _ . .,, • . ' --. ~. -' -,-lfll',-1!(.' .,, . ' ----· Read Before - You .Buy ff Poolguard Alarms: INGROUND POOL ALARM -MODEL PGRM-2 • Pool Alarm -Model PGRM-2 • Pool Alarm -Model PGRM-SB • Gate Alarm Door Alarms -NEW • Door Alarm -DAPT-2 (Sounds in 7 seconds) • Door Alarm -DAPT-WT (Sounds immediately) Other Information: • Contact Us • Buy Poo lguard • Product Manuals • News From Poolguard • Warran~ Registration • Model PGRM-2 Installation Video • Model PGRM-SB Installation Video @"NSF Certified to ASTM F 2208-08" I .;.::r. 1 As Well As t he states of CA, CT, FL , and TN • Detects Intruders • Sits on Deck • Battery Powered • Low Battery Indicator • New Sensing Technology • Easy to Use • Completely Portable • Automatic Reset • Affordable Price • Important Safety Feature A µ • In House Remote Receiver • Horns are 85 dB at 10 feet POOLGUARD/PBM INDUSTRIES, INC. has been manufactu ring pool a larms, door a larms, ' and gate a larms since 1982. All Poolguard products are proudly Made in the USA. Poolguard Pool Alarms were tested and "Top Rated" by Good Housekeeping Magazine. Poolguard Pool Alarms have been Tested and Certified by NSF International to the ASTM Standard Safety Specification for Residential Pool Alarms , ASTM F 2208-08. POOLGUARD IN GROUND POOL ALARM NSF CERTIFIED TO ASTM F 2208-08 NEW Weatherproof Design NEW Sensing Technology NEW Microprocessor Technology 3 Year Warranty Simplified Total Dynamic Head (TDH) Calculation Worksheet Determine Maximum System Flow Rate Minimum Flow Rate Required: 35gpm per skimmer (required: 1 skimmer per 800 sq ft of surf. area) 1. Calculate Pool Volume _____________X ___________ X 7.48 (gal./cubic foot) = ____________________ (Surface Area) (Avg Depth) (Volume in Gallons) 2. Determine preferred Turnover Time in Hours: __________ X 60 (min / hour) =_________________ (Hours) (Turnover in min) 3. Determine Max Flow Rate ________________ / ________________ α _____________Ϊ̴̴̴̴̴̴̴̴̴̴̴̴̴ = ___________________ (Volume in Gallons) (Turnover in Min) (Pool Flow Rate) Ǥ Ǥ Ǥ 4. Spa Jets: __________ X ____________ GPM per jet = ____________________ flow rate (No of Jets) (Jet Flow) (Total Jet Flow Rate) (For Single Pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & Spa) Determine Pipe Sizes: Branch Piping to be _______ inch to keep velocity @ 6 fps max. at _____ gpm Maximum System Flow Rate Suction Piping to be _______ inch to keep velocity @ 8 fps max. at _____ gpm Maximum System Flow Rate Return Piping to be _______ inch to keep velocity @ 8 fps max. at _____ gpm Maximum System Flow Rate Determine Simplified TDH: 1. Distance from pool, to pump in Ft:___________ 2. Friction loss (in suction pipe) in _______ inch pipe per 1 It. @ BBBBBgpm = _____(from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in ________ inch pipe per 1 t. @ BBBBBBgpm = _____(from pipe flow/friction loss chart) 4. ________________ X ___________________ = ______________ (Length of Suction Pipe) (Ft of head/1 ft of Pipe) (TDH Suction Pipe) 5. ________________ X ___________________ = ______________ (Length of Suction Pipe) (Ft of head/1 ft of Pipe) (TDH Suction Pipe) Flow and Friction Loss Per Foot (Schedule 40 pvc Pipe) Velocity -‐ Feet Per Second Pipe Size 6 FPS 8 FPS 10 FPS 1.5" 37 gpm 0.08' 50 gpm .14' 62 gpm .21' 2" 62gpm 0.06' 82 gpm .10" 103 gpm .16' 2.5" 88 gpm 0.05' 117 gpm .08' 148 gpm .13' 3" 136 gpm 0.04' 181 gpm .07' 227 gpm .10' Selected Pump and Main Drain Cover: Pump selection ___________________________________ using pump curve for TDH & System Flow Rate (Pump model and size in HP) Main Drain Cover_________________________________ (System Flow Rate must not exceed approved cover flow rates) (Pump model and size in HP) Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm. Determine the Number and Type of Required In-‐floor Suction Outlets: (Check all that apply) ☐ ¤ ← 3’ → ¤ _____________ suction outlets @ ____________gpm max. flow (see note 2) ☐ ¤ ¤ ¤ _____________ suction outlets @ ____________gpm max. flow (see note 3) ☐ _____________ channel drain @ ____________gpm w/ _______ports (see note 4) ANSI/APSP-‐7, 2006 Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation is one of the methods specified. TDH in Piping______________ Filter loss in TDH (from filter data sheet)______________ Heater loss in TDH (from heater data sheet)______________ Total all other loss______________ Total Dynamic Head (TDH)______________ I I I I I I & Velocity -‐ Feet Per Second Pipe Size 6 FPS 8 FPS 10 FPS 1.5" 37 gpm 0.08' 50 gpm .14' 62 gpm .21' 2" 62 gpm 0.06' 82 gpm .10" 103 gpm .16' 2.5" 88 gpm 0.05' 117 gpm .08' 148 gpm .13' 3" 136 gpm 0.04' 181 gpm .07' 227 gpm .10' 4" 234 gpm 0.03' 313 gpm .05' 392 gpm .07' 6" 534 gpm 0.02' 712 gpm .03' TDH Calculation Options (For each Pump) Check one ☐ Simplified Total Dynamic Head (STDH) Complete STDH Worksheet – Fill in all blanks ☐ Total Dynamic Head (TDH) Complete Program or other calcs. Fill in required blanks on worksheet & attach calculations ☐ Maximum Flow Capacity of the new or replacement pump Notes: 1. If a variable speed pump is used, use the max pump low in calculations 2. For side wall drains, use appropriate side wall drain flow as published by manufacturer 3. Insert manufacturer’s name and approved maximum flow 4. See installation instructions for number of ports to be used 5. In-‐Floor suction outlet cover/grate must conform to most recent edition of ASME/ANSI A112.19.8 and be embossed with that edition approval 6. Pump, Filter and Heater make and model cannot change, and equipment location cannot be move closer the pool without submitting a revised plan and TDH calculation worksheet for approval Flow and Friction Loss Per Foot (Schedule 40 pvc Pipe) ANSI/APSP/ICC Worksheet Swimming Pool Energy Efficiency Compliance Information Note: These Requirements Apply ONLY to the Filtration Pump Maximum Filtration Flow Rate Calcutlations Pool Water Voume______÷ 360 =______ gpm = filtration flow rate Is there an Auxiliary load on the filtration pump? Yes___ NO____ If so, what is the auxiliary flow rate _______gpm Maximum Flow Rate ______gpm (maximum auxiliary pool loads or the filtration flow rate, whichever is greater. The pool filtration flow rate shall not be greater than the rate needed to turn over the pool water volume in 6 hours or 36 gpm whichever is greater. This means that for pools of less than 13000 gallons, the pump shall be sized to have a flow rate of 36 gpm or less. Suction Pipe size @ 6 fps ________inch Return Pipe size @ 8 FPS ________inch Filter Factors: (Cartridge .375) or (D.E 2) or (Sand 15) ____________÷ _____________=___________________ (flow rate) (filter factor) (minimum filter size) Filter Make/Size __________________________________ Backwash valve? Yes_____ No______ (if yes, must be 2 inch min) Pump Selection from APSP database on Curve A (less than 17000 gallons) or C (greater than 17000 gallons) (circle one) Model_________________________________________ Flow Rate (low speed)______gpm @ ______rpm Flow Rate (high speed) ______gpm @ ____ rpm (not required if no auxiliary load on filtration pump Pump Controls Standard time clock / 2 speed time clock _____or other ______ Heater Model _______________________________________ Notes: suction piping in front of pump inlet must be 4 pipe diameters in length. Must have 18” of straight pipe after the filter for solar. Date _____________________________________________________ Contractors Signature _____________________________________________________ Print Name _____________________________________________________ Certification Number _____________________________________________________ Telephone Number Swimming Pool Specifications for: Owner:____________________________________________________________ Address___________________________________________________________ City, State, Zip____________________________________________________ ____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ II II II Total Head In Feet Conversion Chart Inches Mercury (Vacuum Gauge) 0 2 4 6 8 10 12 14 16 18 0 0 2.3 4.5 6.8 9 11.3 13.6 15.8 18.1 20.3 1 2.3 4.6 5.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 2 4.6 6.9 6.1 11.4 13.7 15.9 18.2 20.4 22.7 25 3 6.9 9.2 11.5 13.7 16 18.2 20.5 22.8 25 27.3 4 9.2 11.5 13.8 16 18.3 20.5 22.8 25.1 27.3 29.6 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 7 16.2 18.4 20.7 23 25.2 27.5 29.7 32 34.3 36.5 8 18.5 20.7 23 25.3 27.5 29.8 32 34.4 36.6 38.8 9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 P 11 25.4 27.7 29.9 32.2 34.5 36.7 39 41.2 43.5 45.8 S 12 27.7 30 32.2 34.5 36.8 39 41.3 43.5 45.8 48.1 I 13 30 32.3 34.5 36.8 39.1 41.3 43.6 45.9 48.1 50.4 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55 16 37 39.2 41.5 43.7 46 48.3 50.5 52.8 55 57.3 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62 64.2 20 46.2 48.5 50.7 53 55.2 57.5 59.8 62 64.3 66.5 21 48.5 50.8 53 55.3 57.6 59.8 62.1 64.3 66.6 58.9 22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69 71.2 73.5 24 55.4 57.7 60 62.5 64.5 66.7 69 71.3 73.5 75.8 25 57.8 60 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 90.5 82.7 28 64.7 66.9 69.2 71.5 73.7 76 78.2 80.5 82.8 85 29 67 69.3 71.5 73.8 76 78.3 80.5 82.8 85.1 87.3 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92 32 73.9 76.2 78.4 80.7 83.1 85.2 87.5 89.7 92 94.3 33 76.2 78.5 80.7 83 85.3 87.5 89.8 92 94.3 96.6 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9 35 80.9 83.1 85.4 87.6 89.9 92.2 94.4 96.7 98.9 101.2 * NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH. ** GAGES TO BE INSTALLED AT THE TIME OF FINAL INSPECTION FOR VERIFICATION. Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us 0 Revision to Issued Permit OR D Corrections to Comments Description of Proposed Revision / Corrections: (printed name) • Will proposed revision/corrections add additional square footage to original submittal? DNo E] Yes (additional s.f. to be added: ____________ ) •:Ji.. ill proposed revision!c_orrec:ions ad~ addi_ti~nal increase in building value to original submittal? l.JNo E)•ves (add1t1onal increase 1n bu1ld1ng value: $ L2 ~ ) ic,,,ractoc mosBlao ""'""' 1, "'""''"I t2 / / / ----' 'Signature of Contractor/ AgeCo/ ~ (Office Use Only) MApproved '7 Denied LJ Not Applicable to Department Permit Fee Due$ _____ _ Revision/Plan Review Comments _____________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updated 10/17/18 i 12<! FlP NOtD --·--\' I -1,..t!J_;;• t/2,t fJP --,o --'y-· 5 ~,q ~j ...L.....-------'"--Ottl • . , I /2"' APC tJTtUTY rQ; O' (P) iLLtGU3tf ---O.OG1 (M) r e v \ ~ l l l i , t THIS DOCUMENT, AND THE IDEAS ANO DESIGNS IN C O R P O R A T E D H E R E I N , A R E T H E S O L E P R O P E R T Y O F O A K W E L L S A Q U A T I C S A N D A R E N O T T O B E A L T E R E D , R E P R O D U C E D O R U S E D , I N W I I O L E O R I N P A R T , F O R A N Y O T H E R P R O J E C T W I T H O U T T H E E X P R E S S E U ' I V R I T T E N A l l ™ D R I Z A T I O N O F O A K W E L L S A Q U A T I C S ) ti 'II' !fl, 4.4' 0 ,., -•~1, r,, 'f..,,.,d Oak Wells ·''"""""'6 10 --~ ~· t::j "l .., . . Client E m a i l : j e s s e . c r a n d a l l @ f n f . c o m Client P h o n e : 9 0 4 - 5 9 2 - 1 0 _ 8 2 Addres s : 3 3 0 M a g n o l i a S I A Q• u A T t c s I City: A t l a n t i c B e a c h t State/P r o s , n c e : 1 F . . s l ~ - - - - - - - Zip/Po s t a l C o d e : , 3 c e 2 , , _ 2 " ' 3 3 , , _ _ _ _ _ _ .J.\X, 1"1Al:!:21U ◄fKl416lf1,-.:\'11,U 1,lCH:>lS~l -OP< '.H7>&-.:IO Design e r N a m e : G a r y C a r l e e Sales P e r s o n : ~ C _ a _ r _ ~ g _ O N ! . . , . . { . . , P r o f i l e C o n t r a c t D a t e : " - 0 9 ~ / , , _ 0 5 , , , l _ , , 2 , , _ 0 _ _ _ _ _ _ D e s i g n D a t e : = 9 ~ / 2 " ' 2 1 ~ 2 " ' 0 ~ 0 _ _ _ _ _ _ D r a w n B y : ~ K ~ i • ~ B ~ a ~ d ~ e , . _ i _ _ _ _ _ _ _ D r a w n D a t e : = □ ~ 9 / ~ 2 ~ 3 ~ / 2 ~ □ - - - - - - f t . 6 i n . R e s i s e d B y : 0 K e , i a , . _ B s , a , , , d , _ , e " - i _ _ _ _ _ _ R e s i s e d D a t e : 0 1 c , 2 , . , 1 2 , . , , 0 , , 1 2 , . , , 0 c _ _ _ _ _ _ R e 1 1 i s i o n s : 0 R , . _ - 3 , , _ _ _ _ _ _ _ _ _ P r i n t e d D a t e : ~ 1 ~ 2 1 " 2 " 0 ' - ' 1 2 " 0 _ _ _ _ _ _ S h e e t s : ~ 2 _ _ _ _ _ _ _ _ _ _ _ t q u i p m e n t S y m b o l s - ' I n l e t t Q e g , ! [ T ! l ! $ ! ! 1 ! ! • - t t o l ! ! I ! : 0 ! j ! J P ! ! \ - - - - - ~ ! ! I l l c : : : : : l l ! J ! ! l ! ! 1 ! ! ! ! g • " - " " " " " ' " - ~ - L [ D ! . i l ! ! L _ . - c . . . . ' - A u l o f l l • ~ ~ ! l ! l ! l ! ! \ ! • W o t < r t a l - ~ . 1 . ° " ' ' J e t ' f ' T 2 e o t a . . m I m a $ ! J ! ! N ! ! l l . . E Q U I P M E N T P u m p : J a n d y V S F l o P r o P u m p F i l t e r : J a n d y , C S F i l t e r A u t o C l e a n e r · . , , S . , , t u , , , b c c O , c u e , t ~ - - - - P o o l L i g h t : 2 4 w L E D N i c h e l e s s C o l o r S a r : i t i z e r · J a n d y T r u c l e a r 1 1 k A u t o F i l l : G r a v O . F . & F i l l S k i m m e r : W a l l S k i m m e r D r a i n : 2 x M D P o t R e t u r n : 2 " - 3 x I n l e t C l e a n e r ; 2 " - P r e s s u r e S i d e B r a n c h : , , 3 _ " _ _ _ _ _ _ _ _ _ T r u n k : ~ 2 , . , . 5 , . _ " _ _ _ _ _ _ _ _ _ F i t t i n g C o l o r : ~ W _ , _ , h - ' - ' i t , . e _ _ _ _ _ _ D e c k D r a i n : 0 N ~ I A ~ - - - - - - - O t h e r s : _ _ _ _ _ _ _ _ _ _ P O O L E e v e l a p e : ~ 2 _ 2 • ~ x _ 1 ~ 2 ~ • - - - - - - - P e r l m e t e r : ~ 6 = 8 ' _ _ _ _ _ _ _ _ _ A r e a : 2 6 4 f t ' I n t S u r f a c e A r e a : _ 4 _ 9 9 ~ f t ' _ _ _ _ _ D e p t h : 3 ' 6 " t o 5 ' V o l u m e : 6 3 4 5 g a l l o n s I n t e r i o r F i n i s h : = C = o ~ v = e ~ T = • ~ a l ~ - - - - T , i e L i n e : ~ 6 s ~ · - - - - - - - - - T 1 l e M a t e r i a l : T R D - T o r t o i s e T u r f i l ! Q ! _ s e - ~ P T G r o u t G l a c i e r B l u e C o p i n g A r e a : ~ 7 2 ~ f t _ ' _ _ _ _ _ _ _ C o p i n g I n t e r i o r : , , _ 6 8 ~ ' - - - - - - - C o p i n g M a t e r i a l : T r a v e r t i n e - B i a n c ~ _ _ I J : ) _ g ~ 1 2 " x 1 2 " S t e p s : = 3 _ _ _ _ _ _ _ _ _ _ _ B e n c h : 1 - L o n g B e n c h S t e p P e r i m e t e r . ~ 1 . l 1 5 ~ • - - - - - - S t e p A r e a : ~ 7 ~ □ ~ 1 1 ~ ' - - - - - - - - C o n c r e t e : ~ 1 ~ 1 ~ y = a ~ r d ~ s ~ ' _ _ _ _ _ _ O t h e r s C e n t e r t h e P o o l t o S h e d D E C K b y O t h e r s P e r i m e t e r : , , □ _ " _ _ _ _ _ _ _ _ _ _ _ _ _ _ A r e a : , , O . , : f t ' e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S u r f a c e M a t e r i a l : _ _ _ _ _ _ _ _ _ _ _ _ _ N O T E M a s t e r P a g e H o m e O w n e r : _ _ _ _ _ _ _ _ _ _ _ _ _ _ I r r i g a t i o n S y s t e m : _ _ _ _ _ _ _ _ _ _ _ _ _ 2 2 f t . A c c e s s A r e a · L e f t S i d e H o u s e T o p o f B e a m : - 9 " B e l o w D o o r T h e s h o l d t o G r o u n d E q u i p m e n t A r e a : B a c k o f S h e d H o u s e - 2 5 f t a w a y O t h e r s : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ■ 5 f t . I h a v e r e v i e w e d a n d I g i v e m y a p p r o v a l t o p r o c e e d X w i t h t h e c o n s t r u c t i o n o f t h i s p r o j e c t . POOL20-0037 TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach, FL 32233 (P) 904-247-5800 SITE INFORMATION ADDRESS 330 Magnolia st FOR INTERNAL OFFICE USE ONLY PERMIT# ______ _ SUBDIVISION SALTAIR BLOCK LOT 291 -------------------------------- RE# 17516-00055 APPLICANT INFORMATION NAME OAKWELLS AQUATICS ADDRESS 8608 BEACH BL VD CITY JACKSONVILLE EMAIL LORl@FLORIDALDS.COM [RI RESIDENTIAL 0 COMMERCIAL 0 OTHER PHONE# 904-619-3281 CELL# STATE FL ZIP CODE 32216 ------------- 0 OWNER lg] LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT: Signature of Property Owner(s) or Authorized Agent ,· :.~: ~d:::J.,;.....---LORI ELLIOTT, AGENT 01/06/2021 ~E OF APPLICANT PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT (2) PRINT OR TYPE NAME Signed and sworn before me on this __ & __ day of Ja.n Identification verified: yt'(S O rtf-.i { '::J lcnC&-v /\..J Oath Sworn: D Yes l'iJ_No [OZ( by Notary Signature DATE County of J)u l[A<,_ SZUBA My Commission expires~~~~OWJµwLl!lo....;:;;;.:..;._,=c--.J-- 04 TREE AND VEGETATIONAFFIDAVIT0J.01.2018 l Mota . ., ' - Revision Request/Correction to Comments · City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: r ~~~~o-9:o~z;~ D Revision to Issued Permit OR 0 Corrections to Comments r - Contractor/Contact Name : t!'~W,~~;S~AQ ~,ATICS L.ORI ELtlOTT -' - Descr i pt ion of Proposed Revision/ Corrections : rT:opo SURYEY i _ l[LQ RI EL ~1on •, ~ ___ , ~ •. ~ .-7 affirm the revision/correction to comments is inclus ive of the proposed changes . (printed name) • Will proposed revision/correct ions add additional square footage to original subm ittal? l::J No D Yes (addit ional s.f. to be added : ____________ ) •~ill proposed revision~rnrrections add_ addi_tional increase in bui l ding value to orig i nal subm ittal? l::J No □*Yes (add1t1onal increase 1n building value: $--,,,<::.......-,,L,.--==-~-,4,-----l (Contractor must sign if in crease in valu ati on ) (Office Use Only) fl Approved D Denied D Not Applicable to Department Permit Fee Due$ _____ _ Revision/Plan Review Comments _____________________________ _ Department Review Required: Building Plann i ng & Zoning Tree Administrator Publ ic Works Public Utilities Public Safety Fire Services Reviewed By Date Updated 10/17/18 .. ...... - 1 ( ) J/~ PC U..tEGl6LE -o~--~c=--r )LE ~ '+. CATV Q --:-· ---I::,·.;,::;-.. ~ .... _ l..11" -..<(""-~~-------- ...... -. - y.. {; -8 . 0 Q \:--; •?_' -..,.. >,< I 12 ftPC U JLl1Y PO I lLlEGJ6lf