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307 4th St POOL21-0003 PoolOWNER:ADDRESS:CITY:STATE:ZIP: FLETCHER WILLIAM DAVID 101 BENT PINE CT PONTE VEDRA BEACH FL 32082 COMPANY:ADDRESS:CITY:STATE:ZIP: AQUA DESIGN JAX , LLC 930 THIRD ST NEPTUNE BEACH FL 32266 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169829 0000 ATLANTIC BEACH JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 307 4TH ST SWIMMING POOL SWIMMING POOL RESIDENTIAL INGROUND POOL with COPING $35000.00 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: 3/23/2021 PERMIT NUMBER POOL21-0003 ISSUED: 3/23/2021 EXPIRES: 9/19/2021 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 $230.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $115.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.30 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.20 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $630.50 3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 4 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). 5 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. 6 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 7 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. 9 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 2 of 2Issued Date: 3/23/2021 PERMIT NUMBER POOL21-0003 ISSUED: 3/23/2021 EXPIRES: 9/19/2021 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $630.50 POOL21-0003 Address: 307 4TH ST APN: 169829 0000 $630.50 BLDG SUBSEQUENT PLAN REVIEW FEES $75.00 BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BUILDING $230.00 BUILDING PERMIT 455-0000-322-1000 0 $230.00 BUILDING PLAN REVIEW $115.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $115.00 PUBLIC WORKS PLAN REVIEW $100.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $10.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.30 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.20 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R15273 $630.50 Printed: Tuesday, March 23, 2021 11:56 AM Date Paid: Tuesday, March 23, 2021 Paid By: AQUA DESIGN JAX , LLC Pay Method: CREDIT CARD 436956812 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R15273 ~+; CENTRALSQUARE POOL21-0003 Building Permit Application ; City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 32233 Updated 10/9/18 Phone: (904) 247-5826 Email: Building-Dept@coab.us .. ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Job Address: 307 4th St Atlantic Beach Fl 32233 Permit Number: __________ _ Legal Description " W 40FT Lot 4 E 30Ft Lot6 Blk 6 Atlantic Beach RE# 169829-0000 Valuation of Work (Replacement Cost) $ 35,000.00 Heated/Cooled SF _____ Non-Heated/Cooled ____ _ • Class of Work: 29New □Addition □Alteration □Repair □Move □Demo □Pool □Window/Door • Use of existing/proposed structure(s): □Commercial IX!Residential • If an existing structure, is a fire sprinkler system installed?: □Yes IX!No • Will treelsl be removed in association with orooosed oroiect? □Yes (must submit seoarate Tree Removal Permit) ~No Describe in detail the type of work to be performed: lnground pool -Cof'"5 Cn I y' Florida Product Approval # ___________________ for multiple products use product approval form Address 101 Bent Pine Ct Property Owner Information Name Fletcher, William David City Ponte Vedra Beach State FL Zip 32082 Phone _904_7_5_9-_3_2_03 _______ _ E-Mail wfletc2328@gmaU.com Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) ___________________ _ Contractor Information Name of Companv,_...,..Aq___._u_a.,..D_e_si~·g~n---:--::=--==-==-==------"-Qualifying Agent ___ B ___ na __ · ____ n_M......,.....,_,...... __ ...,... _______ _ Address 930 3rd St City' Neptune Beach 32266 Office Phone . 904 424-9652 Job Site Co State Certification/Registration# CPC 1459313 E-Mail b esignjax.co~ Architect Name & Phone# __________________________________ _ Engineer's Name & Phone#------------------------------=----- Workers Compensation Insurer_~ _____________ OR Exempt Q( Expiration Date----"------- 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 the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 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. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN Fl NCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING O R NOTICE OF COMMENCEMENT. /'~ ---· (Signature of Notary) (Signatur of Contractor) ft_ Signed and sworn to (or affirmed) before me this ~ day of Go,,.. 2a~ 1 • by b,/Jj=Jf£::..9" Jr• ,..,&a, , ...... ,, K ETH H SAITT.'A ,i~•-~~---ENN / ti'A'\;, MYCOMMISSION#GG350546 I \(Personally Known OR '..;f~~; EXPIRES: July 6, 2023 [ ) Produced ldentificaticl:.iiii'•~.~iii,'f.iiif:;'?:•, ··iii· iiiBondiiiilliediiiiioiThiiiiruiiiNiiiota,yiiiiiiPliiubl•lc•Uiiilllnd•erwrlte&iii•l'f• Type of Identification: _____________ _ Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION M A P S H O W I N G S U R V E Y 0 F TH E WE S T 4 0 FE E T OF LO T 4, AN O TH E EA S T 3 0 FE E T , LO T 6, BL O C K 6, PL A T No . 1 SU B O N I S I O N "A " AT L A N T I C BE A C H , A SU B D I V I S I ON AC C O R D IN G TO TH E PL A T TH E R E O F RE C O R D E D IN PL A T BO O K 5, PA G E 69 , OF CU R R E N T PU B L I C RE C O R D S OF DU V A L CO U N 1 Y , FL O R I DA . _ .. - CE R T I F I E D TO : W1 I J . . I A M DA YI D FL E T C H E R a n d ST E F F A N I HE N D R I C K S FL E T C H E R CE N T E R S T A T E BA N K FO U N D A TI ON SU R V E Y : AU G U S T 1 1, 2 0 2 0 AT T O R N E Y S TI T L E SE R V I C E S , u , c \ LO T 1 I I I I LO T 3 I LO T 5 I \ \ \ 7 I LO T I I \ 20 . 0 ' I \ I \ I I I I I I I I co I -0 _ j SP E C I A L NO T E : EL E V A T I O N S SH O W N AR E BA S E D ON NA V D (1 9 8 8 ) BE N C H M A R K ES T A B L I S H E D BY US I N G Le i c a GS 0 8 GP S UN I T I \ \ \ I I \ I I I I I \ I I I I I \ \ • ,. E \ 7Q . 3 7 ' ( f . M . ) N 83 " 2 5 f ~. o o ' I_ (P L A T ) !! / ... . "'· 1£1 \ E / P( J ' X 6' ) I I I I I I l FO U N O A . 1 1 0 N \ NO . 30 7 I \ I r I I \ I I \ I w 5 . 4 ' 21 1 . 0 · ,. o· 1 '- 8 ' ' De e p 28 8 8 cu ' Dr y Re t e n t i o n \ I I \ I \ \ ,. . . . _ \ ~ \ u. . . .. . . . , I " B" Dr a i n a g e 1 . Ho u s e wi l l be gu t t e r e d 2. Al l gu t t e r s wi l l ru n to wa t e r re t e n t i o n 3. Al l ov e r fl o w of wa t e r re t e n t i o n wi l l ru n to st r e e t 4. Dr i v e w a y Ma x i m u m is 20 ' wi t h i n th e ci t y ri g h t of wa y 5. Dr i v e w a y is tu r f b l o c k pe r m e a b l e pa v e r s " - ~ I 3 ~ i ~ I w . ~o • I 0 C' I • I [ ) I 0 .I D I i ) T' l . - <D \ o I _ \ \ \ u. . . I 0 \ ff i ,q - \ o t - I z o .3 ' < ( _ j ~ \ _ . Dr y Re t e n t i o n Gu t t e r s / S p o u t s ~ ~ 3-1 Li . . 0 I 1i c. , oc 6 or a i n Pi p e s to St e e t Q 'a U S : 0 l. J . J O'. : 1 1 '- 8" De e p · 45 3 cu ' Dr y Re t e n t i o n Fl ) . 1 / 2 " I RO N (N O 1. 0 . ) 50 .0 ' 60 . 0 ' i / 2 • IR o H Fl ) . (N O 1. 0 .) LE G E N D : II I CO N C R E T E MO N U M E N T © IR O N P I PE OR RO D 0 / E OV E R H E A D EL E C T R I C C/ R CE N T E R OF RO A D X CR O S S - C U T IN CO N C R E T E EA ED G E OF AS P H A L T As be s t de t e r m i n e d fr o m an i ns p e c t i on of Fl o o d I ns u r a n c e Ra t e Ma p : 12 0 0 7 5 04 0 9 J da t e d 11 / 2 / 1 8 , th e f on d s / h o u s e su r v e y e d li e in Zo n e "X " . SC A L E : 1 "= 2 0 ' DA T E : 3 / 2 0 / 2 0 /~ I TH ST R E E T FO U R T R I GH T - O F - W A Y ) ( 4 0 .0 FO O • AM E N D E D : CE R T I F l E C A T I O N S , 8 / 2 6 / 2 0 F .B. 74 8 ; PG 14 4 . AM E N D E D : FO R M B O A R D LO C A T I ON S , 7 / 2 4 / 2 0 EC K LA N D SU R V E Y O R S , IN C . 1. ) T hi s is a : Bo u n d a r y , To p o g r a p h i c a l a n d Tr e e Su r v e y . 2.l No ab s t ra c t o f Ti t l e fu r n i sh e d . 3. No t ab s t r a c t e d fo r ea s e m e n t s . 4. Ba s i s o f Be a r i n g s: As s u m e d S . 83 " - 1 9 ' - 3 6 " W. al o n g th e No r t h R/ W li n e o f 4t h St r e e t . 74 8 1 58 FI E L D BO O K 1 00 2 PA G E 16 1 66 0 EM E R S O N ST R E E T RE C O R D S S I NC E 1 88 1 JA C K S O N V I L L E , FL O R I D A 32 2 0 7 (9 0 4 ) 3 9 6 - 6 3 3 4 FA X (9 0 4 ) 3 9 6 - 9 9 9 7 ,m o ; 1, of f i o o O ~ k l ~ ; t ~ " " " Y " ' · c o m \ \ ~ H o r i o ~ L OU I S J. EV E R f f i P. L . S . NO . 40 9 9 Pr o f e s s i o n a l Su r v e y o r s an d Ma p p e r s St a t e o f Fl o r i d o No t va l i d un l e s s Su r v e y o r ' s Of f i c i a l Se o l is em b o s s e d he r e o n . DR A F T S M A N : R L / J B / H G E OR D E R #. _ - ' 2 = 0 = - - - 4 . : . . . . : . 7 _ - _ _ _ ; 4 _ - - - = - B _ _ _ RE {v{APPR { } DENI E { } NOTA M A P SHOWING S U R V E Y 0 F THE WEST 40 FEET OF LOT 4, AND THE EAST JO FEET, LOT 6, BLOCK 6, PLAT No, 1 SUEIDMSION "A" ATl..ANTIC BEACH, A SUBDIVlSION ACCORDING TO THE Pt.AT THEREOF RECORDED IN PLAT BOOK 5, PAGE 69, OF CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. - CERTIFIED TO, WILLIA.M DAVID FLETCHER end STEFFANI HENDRICKS FLETCHER CEN'l'ERS'l'ATE BANK FOUNDATION SURVEY: AUGUST 11, 2020 A'ITORNEYS ITl'LE SERVICES, LLC l I LOT 1 LOT :3 LOT 5 l I \ l RKS~~ I ,_. \ I \ LICABLE TO P EPT I I I I I I 't; "' '1 ~w ~ 00--. g SPECIAL NOTE: ELEVATIONS Sf!OWN AR£ BASED ON NAVD ( 19 !lB) SENC~w.RK ESfABU~ED BY USING Leica GS08 CPS UNIT ,Willi[2; I I I I I I I I \ IO CONCRm ~~UM(NT ill JRON PIPE OR ROD 0/E O\lmllE,t,O W:CTRIC C/R CfNfEllOfRO,IO X CROSS· CUT IN CONCRETE £A EDGE OF ASP HAL f :zo -4. ,.J :t :::I ., "-' ..., <i'. ~ :,! As be,\ dotermiMd from on inspectiOn of Flood lnsvrancs Rat• Mop: 120075 0409 J acned 11 /2/ 18, I he lend•/ hou ,e surveyed lie in Zone -x•. SCALE· 1•-20• DATE· J /20/20 ,JI ?c i 1'-8" Deep 2888 cu' Dry Retention I I • B" Drainage 1 \ I 1. House will be guttered 2. All gutters will nm to water retention 3. All ov-ar flow of water retention will run to street 4. Driveway Maximum Is 20' within the city right of way 5. Driveway is turfblock permeable pave rs ~ ~ ~ p ?i "r f-1 'o Tf'I ~ Dry Retention v .i -:c Gutters/Spouts <l'! ~ Drain Pipes to St eetQ 'o u ~ so.o" oo.l!' TH STREET FOUR P.1GHT-Of-W ... Y) IIMENDEO: CERTlfla:AOONS, 8/26/20 F.!I. 748; PG l<K. (4-0.0 FOOT AMfN0£D, F'ORMBO-'RO U)CA1T0!1S, 7 /2./'2/J ECK LAND SURVEYORS, INC. 1.) Tots is a: Boundary. Topogrophie(ll and Tree Survey. 2-i No obotracl of Till<, fumi•hod. :i. Not abstrcctod for 9(Jsomen\s. 4. Bosio of Be<,rings: Asavm,,d s. BS-19"-J6" W. olong the NOfth A/W line of 4th Stteot. FJELD soo/~2 PAGE \~ DRAFTSMAN· RL/JB/HGE ORDER # 20-47-4 -B Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Buildi ng-Dept@coab.us PERMIT#: Pool 21 -0003 D Revision to Issued Permit OR EJ Corrections to Comments Date: 03/12/2021 Project Address: 307 4th St Atlan1ic Beach Fl 32233 Contractor/Contact Name: Brian Messina --------------------------------- Contact Phone: 424-9652 Email: brian@aquadesignsjax.com ------------- Description of Proposed Revision/ Corrections: Amended drainage plan to meet setbacks and indicate that gutters drain to designated areas. I_B_ri_an_M_e _ss_in_a _________ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? 0No O Yes (additional s.f. to be added: _____________ ) •~ill proposed revision~c_orrec~ions ad~ addi_ti~nal increase in building value to original submittal? ~No □*Yes (add1t1onal increase In building value: $ _________ ) (Contractor mustsign if i ncr ease in valuat ion) *Signature of Contractor/ Agent: L'.)-----=--==--==: C/J _,,--:::::---,, (Office Use Only) ~Approved D Denied D 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 Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: Pool21-003 0 Revision to Issued Permit OR D Corrections to Comments Date: 02/18/2021 Project Address: 307 4th St Atlantic Beach Fl 32233 Contractor/Contact Name: Brian Messina Aqua Designs Contact Phone: (904) 424-9652 Email: brian@aquadesignsjax.com ------------- Description of Proposed Revision/ Corrections: Retention plan 1_B_ria_n_M_es_s_in_a_A~q_ua_D_es_ig"--n_s ____ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? 0No D Yes (additional s.f. to be added: _____________ ) •~ill proposed revision~c_orrec~ions ad~ addi_ti~nal increase in building value to original submittal? ~No D*Yes (add1t1onal increase in building value: $ ________ _, (Contractor must sign if increase in valuation) *Signature of Contractor/ Agent~ .~ -.. (Office Use Only) ~Approved D Denied D 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 I \ I LO T 7 I 20 . 0 ' I \ I \ \ I \ I I \ \ \ co .. . . . I I I I I \ g I SP EC I A L NO T E : EL E V A T I O N S S HO W N AR E BA S E D ON NA V O (1 98 8 ) BE N C H M A R K ES T A B L I S H E D BY U S IN G Le i co GS 0 8 GP S UN I T LE G E N D : CO N C R E T E MO N U M E N T IR O N P I PE OR RO D 0 / E OV E R H E A D EL E C T R I C C/ R CE N T E R O f RO A D I I I I I \ I , .6 I \ X CR O S S - C U T I N CO N C R E T E EA ED G E O f AS P H A L T LO T ,, . . . . . . r : ~ ~ 0 - ~ -- ·r o ~o a , 0 ~ ci . . . t i ) ... . As be s t de t e r m i n e d fr o m on i ns p e c t i on o f Fl o o d I ns u r a n c e Ro t e Ma p : 12 0 0 7 5 04 0 9 J do t e d 1 1 / 2 / 1 8 , th e la n d s / h o u se su r v e y e d li e i n Zo n e "X .. . SC A L E : 1 "= 2 0 ' DA T E : 3 / 2 0 / 2 0 30 7 4t h St . At l a n t i c Be a c h , FL 32 2 3 3 5 I I \ I LO T 3 '2 8 " E \ 70 . 3 7 ' ( f .M. ) N 83 ' 2 5 70 . 0 0 ' . (P L A i ) "B " 10 ' ~ I I 1 FO U N O A i l O N \ NO . 30 7 I -- - - 1 -- --- - i \ ~ at \ I \ \ I I \ \ \ \ \ LO T 1 1 ' -8 " De e p 28 8 8 cu ' Dr y Re t e n t i o n " B" Dr a i n a g e 1. Ho u s e wi l l be gu t t e r e d 2. Al l gu t t e r s wi l l ru n to wa t e r re t e n t i o n 3. Al l ov e r fl o w of wa t e r re t e n t i o n wi l l ru n t o st r e e t 4. Dr i v e w a y Ma x i m u m is 20 ' wi t h i n th e ci t y ri g ht of wa y 5. Dr i v e w a y is tu r f b l o c k pe r m e a b l e pa v e r s ~ Dr y Re t e n t i on tJ ) Gu t t er s / S p o u t s <C ,- - . ~ ?: : I lJ _ . 0 I 'i c. , oc Dr a i n Pi p e s to St ee t Q t3 u e 0 \ 1 1 '- 8 " De e p · 45 3 cu ' Dr y Re t e n t i o n 50 .0' 6 0 .0 ' AM E N D E D : CE R T I F I E C A T I O N S , 8 / 2 6 / 2 0 F. B . 74 8 ; PG 14 4 . AM E N D E D : FO R M B O A R D LO C A T I ON S , 7 / 2 4 / 2 0 EC K LA N D SU R V E Y O R S , IN C . 1. ) T hi s is a: Bo u n d a r y , To p o g r a p h i c a l an d Tr e e Su r v e y . 2.l No ab s t r a c t of Ti t l e fu r n i s h ed . 3. No t ab s t r a c t e d fo r ea s e m e n t s . 4. Ba s i s of Be a r i n g s : As s u m e d S . 8 3 ° - 1 9 ' - 3 6 " W . al o n g th e No r t h R/ W li ne o f 4t h St r e e t . 7 4 8 FI E L D BO O K 1 00 2 15 8 PA G E 16 16 60 EM ER S O N ST R E E T RE C O R D S SI N C E 1 88 1 JA C K S O N V I L L E , FL O R I D A 32 2 0 7 (9 0 4 ) 3 9 6 - 6 3 3 4 FA X (9 0 4 ) 3 9 6 - 9 9 9 7 ,m o i l , of f i e e O : ' ! , S ; ~ ~ ~ r , • y o " ' c o m ~ ~ R a r l o ~ \ LO U I S J. EV E R E T T P .LS . NO . 40 9 9 Pr o f e s s i o n a l Su r v e y o r s an d M ap p e r s St a t e o f Fl o r i d o No t va l i d un l e s s S ur v e y o r ' s Of f i c i a l Se o l i s em b o s s e d he r e o n . DR A F r S M A N : R L / JB / H G E OR D E R #._- ' 2 = O c.. . .- _ 4'- ' - 7 _- "" ' " '4 _- - - = - B _ _ _ O> C: w "C iii w ~ u co LL 0 N 0 ~ 0 w I f- l'-- u co LL 0 N 0 ~ " 0 0 "C (lJ iii .c en >-c: "' a. E 0 i (lJ MIN . FILTER SIZE @ "ANSI 15 FLOW' MIN. 18" STRAIGHT (HORIZ. OR VERT.) FOR FUTURE SOLAR PRIOR TO HEATl::R SKIMMER SUCTION MIN SIZE PIPE SIZE CRITERIA (FPS) NOTES: "ANSI 15 FLOW' @6 FPS Pressure Suction • THIS PLAN IS SCHEMATIC & PIPING SHALL ANSI 5 8 8 BE CONNECTED TO PROVIDE A (4) PIPE DIA. MIN. STRAIGHT PIPE SIZED BY "ANSI 15 FLOW'@6 FPS PUMP SIZED BY ANSI 15 SELECTED FROMAPSP LISTING AT "ANSI 15 FILTRATION FLOW' (AT LOW SPEED) • "ANSI 7 FLOW": DETERMINED ONLY TOH CALC (E.G. MAX POTENTIAL FLO • "ANSI 15 FIL tRATION FLOW": 6 HR TURNOVER, MIN 36 GPM • "ANSI 15 AUXILIARY FLOW": GREATER OF SPA JET OR OTHER FEATURE FLOW • "ANSI 5 FLOW": 12 HR TURNOVER OR OTHER "ESTIMATED/ DESIGN" FLOW PIPE FLOW AT GIVEN VELOCITY (GPM) PIPE 6 FPS 8 FPS 1" 16 22 1-1/2" 38 51 2" 63 84 RECIRCULATION RETURNS Ml'J SIZE "ANSI 15 FLOW' SWIMOUT WHEN POOL DEPTH EXCEEDS 5 FT ANSI 15 8 6 FUNCTIONING SYSTEM. @ 8 FPS ~~(;Ir.-, SURFACE SKIMMER • POOL PIPING SHALL HOLD A STATIC ',(;~'ti, • (1) MIN PER 800 SF WATER OR AIR PRESSURE NOT LESS D BRANG MIN. SIZE "ANSI 15 OPTIO W' (ED, FITTING MUS 'S HAVE SPRING LOADED COVER ' .....___ •~ ~i::,l 1 .,. • SUCTION MIN SIZE "ANSI 15 FLOW' (ED, 6 FPS THAN 35 PSI FOR 15 MINUTES, PER 1 •MAYBE OMITTED IF "NEGATIVE EDG1=" OR R4501 .12.1 A~~I OTHER WEIR USED • POOLS SHALL HAVE PUMPS SELECTED TO 15 i:-l() #8 AWG SOLID COPPER PROVIDE MINIMUM 12 HR. TURNOVER & BOND WIRE AROUND MAXIMUM 6 HOUR TURNOVER. POOL/ SPA 4"-6" BELOW • DETERMINE PIPE SIZING FROM ATTACHED SUBGRADE 18"-24" FROM ANSI WORK SHEETS. SHELL & BONDED@, (4) • SPA PIPING DETERMINED FROM POINTS MIN TO POOL ATTACHED WORK SHEETS. PER "ALTERNATIVE • DUAL MAIN DRAINS SHALL HAVE A MEANS" NEC MINIMUM SEPARATION OF 3 FT, UNLESS 680 26(B)(2)(b) INSTALL ONE IS LOCATED ON A VERTICAL WALL AFTER BACKFILL & OR A SINGLE UNBLOCKABLE DRAIN IS ', coMPAcTioN • A~E§ScT10N covERs sHALL MEET '-....... ANSI/APSP/ICC-16 2017 SUN SHELF AS • ALL PIPING SHALL BE NSF-PW APPROVED I / TOP STEP MAX 12 ,, ~~iE;J~.E REQUIREMENTS OF 7TH ED. DECK TO SHELF • ELECTklCAL EQUIPMENT, WIRING, & SPA WEIR SEE ANSI 5 FOR STEP REQUIREMENTS -MIN 240 SQ IN, MAX 12" RISERS TO 4FT WO NOTE: CONT. (3) #3 STEEL OF SPA BEAM VERTICALLY DOWN & UNDER THE ELEVATION OF THE SPA WEIR IF NO WEIR OVERFLOW TO POOL, A SKIMMER MUST BE USED IN SPA STEP REQ'D ON SPA BENCH UNLESS RAISED 12" OR MORE FROM DECK INSTALLATION SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE 2017 EDITION . • BONDING OF POOL STEEL & LIGHT TO FOOTING STEEL SHALL BE CONTINUED TO & INCLUDE ALL PUMPS & HEATERS. • TEMPORARY FENCING SHALL BE INSTALLED & MAINTAINED UNTIL PERMANENT CHILD SAFETY FEATURES ARE INSTALLED . • THERE SHALL BE A PASSING ELECTRICAL & CHILD SAFETY FINAL INSPECTION PRIOR TO FILLING THE POOL OR SPA WITH WATER. 2-1/2" 90 120 SUCTION OUTLETS "ANSI 7 FLOW' DRAIN BRANCH PIPING MIN. SIZE "ANSI 15 FLOW' @ 6 FPS • POOL SHALL MEET THE APPLICABLE CRITERIA IN ANSI/APSP 3,4,5,6, 7 & 15 STANDARDS ADOPTED IN 7TH ED. (2020) ~ FBC ~ 3" 138 185 4" 238 318 6" 541 721 0 ~Yc~~?.~L RESIDENTIAL POOL/ SPA SCHEMATIC PLAN FBC NO LONGER REQUIRES EXCAVATIONS OUT OF THE "ANGLE OF REPOSE PLUS 1 FT". THE CURRENT REQUIREMENT IN 7TH ED (2020) FBC, SECTION 1804.1 STATES THAT "EXCAVATIONS SHALL NOT REMOVE VERTICAL OR LATERAL SUPPORT FROM ANY FOUNDATION." THEREFORE THE FOLLOWING IS REQUIRED: COMPLIANCE PRESUMED WHE~ OFFSET= WATER>/ DEPTH ~ OFFSET "ANGLE OF REPOSE" OR SEE CONTRACTOR PLAN 1. WHEN THE POOL DECK DISTANCE IS EQUAL TO OR GREATER THAN WATER DEPTH, NO MITIGATION OF THE SHELL STRUCTURE IS REQUIRED, AND NO SHORING OR FOUNDATION SUPPORT INITIALLY REQUIRED. 2 . WHEN THE POOL DECK DISTANCE IS LESS THAN THE WATER DEPTH, THE ENGINEER SHALL PROVIDE A MITIGATION SPECIFICATION, EITHER TO PROTECT THE FOUNDATION DURING EXCAVATION OR STRENGTHEN THE SHELL FROM STRUCTURE LOADS. 3. IF DURING EXCAVATION, SOIL CONDITIONS APPEAR TO LEAD TO LOSS OF FOUNDATION SUPPORT , THE CONTRACTOR SHALL CEASE EXCAVATION AND CONTACT THE ENGINEER FOR MITIGATION SPECIFICATIONS. 4. IF AFTER EXCAVATION THE CONTRACTOR OR INSPECTOR FIND A LOSS OR THREATENED LOSS OF SOIL SUPPORT AT THE FOUNDATION, CONTACT THE ENGINEER FOR A MITIGATION SPECIFICATION. • REGARDLESS OF THE CRITERIA HERE, Z THE PROJECT SHALL COMPLY WITH ALL 0 ~~~;g~~~1ft. ~~tbT~G~~Ji0~R~riit 8 PLUMBING & GAS CODES , AS H APPLICABLE RESPECTIVELY & AMENDED. ~ SEE INFORMATION ATTACHED TO THIS PERMIT PACKAGE FOR SITE SPECIFIC DETAILS SHOWING ANSI 7 & 15 AND FBC COMPLIANCE NOTE TO REVIEWER: DETAILED TDH CALCULATIONS ARE REQUIRED TO DETERMINE ANSI 7- SUCTION ENTRAPMENT COMPLIANCE COMPLIES WITH 7TH ED. (2020) FBC, ALL VOLUMES ~ I u 0 ~ r:/J ~ ~ E :i1 "'~--------------------------------------------------------------------__Jlia 0 ~~~N~~MITY TO STRUCTURE SHEET S1 0 .. N Z ' O u -Q.l (1)0 ()'.'. I w ..-->N ..-- 0 ';1 z c -rn z s , 0 ~~ i= 0 0 0... iY :::.::: (_) :::.::: ff} .. -, 0 ~ Cl) <( z Q.. 0~ -_J f-0 uo w Q.. Cl) _J oc:s <( z f- <( z _J w Q.. 0 _J -<( Cl) UW -0::: Q.. 0::: >-0 f-LL 0 ::.:: (_) SHEET 1 OF 2 I I- C.. w Oz o:::- 0 ~ LL 0 Sz W- -<{ > ~ z 1-::s <{ a.. w w (/) EXTERNAL BONDING LUG FROM "LISTED" J-BOX WHEN PROVIDED. BONDED WITHIN J-BOX . JUNCTION BOX OUTSIDE OF DECK (TYP.) GROUNDING / BONDING WIRE TO EXIT J-BOX PASSING THROUGH TRANSFORMER TO ELECTRICAL PANEL POOL DECK W/ NON-SLIP FINISH SLOPED 2%-4% AWAY FROM POOL (3) #3 REBAR BUNDLED AT RIM OF POOL & SPA. CONT. #3 STL. OF SPA BEAM VERT. DOWN & UNDER ELEV. OF SPA WEIR. [OPTION:] CONTRACTORS MAY CHOOSE TO USE (3) #3 BARS WITHIN TOP OF BEAM SPACED 1" APART + OR - MIN. 4'-0" CLR. 8" MIN ABV. GRADE #8 AWG BOND WIRE TO ALL POOL EQUIP. CAPABLE OF BONDING "SUMP PER ANSI/APSP/ICC-16 2017 W/ TESTED, LISTED, AND LABELED MAIN DRAIN COVER MAIN DRAIN TO PUMP NOTE: CONTRACTOR SHALL VERIFY OVERHEAD POWER LINE CLEARANCE & UNDERGROUND WIRE DISTANCE PER HYDROSTATIC RELIEF DEVICE NEC 680.8 & 680.10 HYDROSTATIC RELIEF MAY BE A ..._ ____________ _. "DEADLINE" OR PLUG IN SLOTTED NOTE: THIS DETAIL IS FOR MAX 6 FT DEEP SOIL . PIPE IN BOTTOM OF SUMP SUPPORTED POOL SHELLS-SEE SUPP[EMENTAL SPECIFICATIONS FOR DEEPER STRUCTURES, CD ~?c~~PEEP END SECTION LOADSURCHARGESTRUCTURES,OR APPURTENANT STRUCTURE_S MIN 12" MAY VARY SPECIFIED PVC PIPE SIZE (d) MIN. SUMP DEPTH 1.5x(d) MIN. LEDGE DEPTH (d) -OR- FOR FIELD BUil T SUMPS SEE PRODUCT INSTALLATION INSTRUCTIONS DRAIN COVERS & SUMPS a.k.a. SUCTION OUTLET FITTING ASSEMBLIES (SOFA) ANSI/APSP/ICC-16 2017 • FOLLOW THE PRODUCT SPECIFICATIONS AND/OR INSTALLATION INSTRUCTIONS FOR MIN.IMAX. SUMP DIMENSIONS, DRAIN COVER/GRATE, AND FRAME FASTENING MEETING MFGR'S SOFA CERTIFICATION . • DO NOT USE POWER TOOLS TO INSTALL FASTENERS • FIELD MODIFICATIONS TO ANY SOFA NOT AUTHORIZED BY MFGR INSTALLATION INSTRUCTIONS SHALL VOID THE SOFA CERTIFICATION • HAND CHECK COVER/GRATE SNUGNESS TO SUMP/FRAME AFTER INSTALLATION • SOFA COMPONENTS HELD IN PLACE BY INTERIOR FINISH OF THE POOL SHALL BE FREE OF DETERIORATION AND VOIDS ®lCNOWWHAT'S BEL OW ALWAYS CALL 811 BB 0~~~~ •• :~.~k:~G Wl\'W ,ca.llSll!lshlne .com NOTES: • APPROVED PRODUCT SPECIFICATION MAY DIFFER FROM FIELD BUil T SUMPS SHOWN ON THIS PAGE ADDITIONAL STRUCTURAL NOTES: • USE MINIMUM ASTM A815 GRADE 40 STEEL • LAP #3 BARS MINIMUM 15" • LAP #5 BARS MINIMUM 25" • 6" SHELL THICKNESS AND 2-1/2" CONCRETE COVERAGE ARE MINIMUMS • USE 4,000 PSI CONCRETE •CONTRACTOR/ OWNER REQUIRED TO: .. CONTACT ENGINEER IF POOL NOT PLACED ON UNDISTURBED AND DE-WATERED EARTH THAT CAN MEET 2,000 PSF BEARING CAPACITY. .. WHEN BURIED DEBRIS IS ENCOUNTERED OR QUESTIONABLE CONDITIONS ARE INDICATED AT THE WORK SITE PRIOR/ DURING CONSTRUCTION, A SUBSURFACE CONSUL TANT SHALL CONDUCT BORING(S) IN THE AREA OF THE POOL TO CONf:'IR.M SOIL BEARING CAPACITY, VJ CLEAR OF BURIED DEBRIS, & ~ VERIFYING GROUND WATER LEVEL E--i .. ALL MODIFIED SOILS & EARTH FILL Z UNDER PERSPECTIVE POOL AREA 0 SHALL MEET A SOIL DENSITY AND :::S COMPACTION MINIMUM OF 95% MODIFIED PROCTOR WITHOUT SETTLEMENT. 3" L VERT. W/ MIN. (2) #3 BARS CONT. @TOP #3 BARS@ 12"O.C. HORIZ., TYP . U.N.O. 8" n ] 6" POOL BEAM 0 8"x12" OPTION 5 i---------SCALE: N.T.S. N ....... NOTE: THIS DETAIL IS FOR MAX 6 FT DEEP SOIL . SUPPORTED POOL SHELLS-SEE SUPPLEMENTAL SPECIFICATIONS FOR DEEPER STRUCTURES, LOAD SURCHARGE STRUCTURES, OR APPURTEN_ANISTRUCTURES COMPLIES WITH 7TH ED. (2020) FBC, ALL VOLUMES i ci ii: 0 11,,,, ,,, e::✓,~ u ~ ~ ~ ·-· .. ,;. ~ ~ ~ :,.,'- "' 11.'-\', .,,,,,, \ ,,..,.,, SHEET S2 <( 0.... (j) -(j) _J zO oo -0.... I-_J () <( w_ (/) 1- _J z <( w () 0 0.... (j) >-w I-0::: 0::: 0 LL SHEET 2 OF 2 0 .. N Z ' O u -Q) (1)0 (t'. I w ..-->N VS FloPro 1.85 HP VARIABLE-SPEED PUMP DUAL VOLTAGE. IDENTICAL PERFORMANCE. POOL21-0003 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" ---------- iAquaLlnk" CONTROL ■@c@~ mii1m1ll ,-"':"'-:... lntertek ©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" POOL21-0003 T J. t ~ r ~ {I V /. ~ ~,,. Simplified Total Dynamic Head (TDH) Calculation Worksheet Determine Maximum System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer 1. Calculate Pool Volume: _____________ x _____________ x 7.48 (gal./cubic foot) = ______________ (Surface Area) (Average Depth) (Volume in gallons) 2. Determine preferred Turnover Time in hours: ____________ x 60 (minutes / hour) = ______________ (Hours) (Turnover in Minutes) 3. Determine Max Flow Rate: __________ / __________ = __________ + __________ = ____________ (Volume in gallons) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) 4. Spa Jets: __________ x __________ gpm per jet = ___________ flow rate. (Number 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. Trunk Piping to be ______ inch to keep velocity @ 8 fps max. at ______ gpm Maximum System Flow Rate. Return Piping to be ______ inch to keep velocity @10 fps max. at ______ gpm Maximum System Flow Rate. Determine Simplified TDH: 1. Distance from pool to pump in feet: ___________ 2. Friction loss (in suction pipe) in ____ inch pipe per 1 ft. @ ____ gpm = ____ (from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in ____ inch pipe per 1 ft. @ ____ gpm = ____ (from pipe flow/friction loss chart) 4. Length of suction pipe ______ x ft. of head/1 ft of pipe ______ = TDH suction pipe ______ 5. Length of return pipe ______ x ft. of head/1 ft of pipe ______ = TDH return pipe ______ TDH in Piping:__________ Filter loss in TDH (from filter data sheet): __________ Heater loss in TDH (from heater data sheet): __________ Total all other loss: __________ Total Simplified TDH: __________ Selected Pump and Main Drain Cover: Pump selection _______________________ using pump curve for Simplified TDH & System Flow Rate (Pump model and size in Horsepower) Main Drain Cover _____________________ (System Flow Rate must not exceed approved cover flow rate) (Make and Model) 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’ – 0”  2 _____ suction outlets @ ______ gpm max. flow (see note 2)    3 _____ suction outlets @ ______ gpm max. flow (see note 3) Aquastar Channel Drain @ 316 gpm max. flow rate A & A Channel Drain @ 217 gpm w/ 2 port & 278 gpm w/ 3 ports (see note 4) ANSI/ASP-7 2006 Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation is one of the methods specified. POOL21-0003 r § --1111 ----•I D D 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 & attached calculations. Total Head In Feet Conversion Chart Inches Mercury (Vacuum Gauge 0 2 4 6 8 10 12 14 16 18 0 0.0 2.3 4.5 6.8 9.0 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 25.0 3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3 4 9.2 11.5 13.8 16.0 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 23.0 25.2 27.5 29.7 32.0 34.3 36.5 8 18.5 20.7 23.0 25.3 27.5 29.8 32.0 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 11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 45.8 12 27.7 30.0 32.2 34.5 36.8 39.0 41.3 43.5 45.8 48.1 13 30.0 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 55.0 16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 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 62.0 64.2 20 46.2 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5 21 48.5 50.8 53.0 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 69.0 71.2 73.5 24 55.4 57.7 60.0 62.5 64.5 66.7 69.0 71.3 73.5 75.8 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.0 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 76.0 78.2 80.5 82.8 85.0 29 67.0 69.3 71.5 73.8 76.0 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 92.0 32 73.9 76.2 78.4 80.7 83.1 85.2 87.5 89.7 92.0 94.3 33 76.2 78.5 80.7 83.0 85.3 87.5 89.8 92.0 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 Notes: 1. If a variable speed pump is used, use the maximum pump flow in calculations. 2. For side wall drains, use appropriate side wall drain flow as published by the manufacturer. 3. Insert the 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 A112.12.8 and be embossed with that edition approval. 6. Pump & Filter make, model and location can not change without submitting revised plans and TDH worksheet. Flow and Friction Loss Per Foot Schedule 40 PVC Pipe Velocity – Feet Per Second Pipe Size 6fbs 8 fbs 10 fbs 1” 16 gpm 0.25’ 21 gpm 0.66’ 26 gpm 0.94’ 1.5” 37 gpm 0.16’ 50 gpm 0.28’ 62 gpm 0.48’ 2” 62 gpm 0.15’ 82 gpm 0.25’ 103 gpm 0.40’ 2.5” 88 gpm 0.09’ 117 gpm 0.15’ 146 gpm 0.23’ 3” 138 gpm 0.09’ 181 gpm 0.14’ 227 gpm 0.23’ 4” 234 gpm 0.06’ 313 gpm 0.10’ 392 gpm 0.15’ 6” 534 gpm 0.04’ 712 gpm 0.04’ 890 gpm 0.10’ Swimming Pool Specification for: ____________________________________ ____________________________________ ____________________________________ Job Address: _________________________ ____________________________________ Permit # ____________________ .------------, .--.---_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_-_-_-_-_-_-_-_-__,---. r □------ □---- 4/4/12 ANSI/APSP/ICC-­‐  15  Standard  Writing  Committee  Form 1  of  2  1.  _________    gallons ___  2.  _________    gpm ___  3.  _________    gpm ___  4.  _________    gpm ___  5a.  _________    inches ___  5b.  _________    inches ___  5c.  _________    inches ___  5d.  _________    inches ___  6a.  ___________________    6b.  _________    sq.  ft.___    7.  _________    inches ___ Table 1  8a.  ________________  8b.  _________    gpm ___ ___ a.  Pump  model b.  Pump  flow (§5.3.2.1,  5.3.2.2:  Applicable  Curve  A  or  C  gpm  flow  listed  in  database) d.  Minimum  return  branch  pipe  diameter (Calculate:  Item  4.    ______(gpm)  ÷  Branch  Pipes  ______(quantity)  =  branch  flow  rate    _______(gpm).   Enter  the  smallest  pipe  size  from  Table  1  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) b.  Minimum  filter  area   (Calculate:  item  4.  _______(gpm)  ÷  filter  factor  ________) Filter  factors:  Cartridge=0.375,    Sand=15,  Diatomaceous  Earth=2 7.    §5.4.2:  Backwash  valve:    ____Yes,  ____No? (When  using  a  backwash  valve,  enter  result  of  item  5c  or  2  inches  whichever  is  larger) 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. §5.3.2.2:  Pools  17,001  gallons  or  more,  select  pump*  from  the  database  with  a  Curve-­‐C  gpm  flow  equal  to  item  2  or  less.  *Multi-­‐ speed  pumps  must  have  one  speed  listed  that  satisfies  this  requirement. 3.  §5.2.2:  Auxiliary  Pool  Load:    ____Yes,  ____No? (Enter  the  highest  “auxiliary  pool  load”  to  be  powered  by  the  swimming  pool  filtration  pump.  Do  not  add  auxiliary   pool  load  flow  rates  together,  only  the  highest  is  used.) 4.    Calculated  maximum  flow  rate (Item  2  or  item  3,  whichever  is  larger.) 5.  §5.5.1:  Pipe  sizing: a.  Minimum  suction  pipe  diameter   (Enter  the  smallest  pipe  size  from  Table  1  with  a  6  fps  flow  capacity  the  same  or  more  than  item  4.) b.  Minimum  suction  branch  pipe  diameter (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 (Enter  the  smallest  pipe  size  from  Table  1  with  a  8  fps  flow  capacity  the  same  or  more  than  item  4.) OWNER:CONTRACTOR  PHONE:  DATE: 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          a.    Gallons:  ___________  ;  or          b.  Calculated  Gallons:  ________(surface  area)  X  ________  (average  depth)  X  7.48    (gal/ft^3)    =  _________ 2.  §5.2.1:  Calculated  maximum  filtration  flow  rate (Pool  volume  ÷  360  or  36gpm  whichever  is  larger) ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT  NAME:     AND  ADDRESS     CONTRACTOR  NAME AND  ADDRESS: 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 ~APSP The Association of "5; ;, Pool & Spa Professionals® I I I I I I I I I I 4/4/12 ANSI/APSP/ICC-­‐  15  Standard  Writing  Committee  Form 2  of  2 Component Section Check 4.4.1.1 4.4.1.2 4.3.1.3 4.3.2 5.1.1 5.3.1 5.3.3 5.3.4 5.5.2 5.5.3 5.5.6 Pool  systems Pool  filter  pump  listed  in  database Pool  filter  pump  with  total  horsepower  1.0  or  more  is  multi-­‐speed Multi-­‐speed  pump  controller  programmed  to  default  to  the  filtration  flow  rate  when  no  auxiliary   pool  loads  are  operating  within  24  hours  and  programmed  with  temporary  override  capability  for   servicing.   Single-­‐speed  pump  controller  capable  of  operating  pump  during  off-­‐peak  electric  demand. 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   installing  18  inches  of  horizontal  or  vertical  pipe  after  the  filter  and  before  a  heater,  or  built-­‐in  or   built-­‐up  connections,  or  dedicated  pipe  to  and  from  the  pool. Directional  inlets  for  mixing  pool  water. ANSI/APSP/ICC  15    ENERGY  EFFICIENCY  COMPLIANCE  INFORMATION  FOR  RESIDENTIAL  SWIMMING  POOLS Requirements Heaters Heater  has  no  pilot  light   Readily  accessible  on-­‐off  switch  mounted  outside  of  the  heater No  electric  resistance  heating  unless  for  inground  spa  with  tight  fitting  cover  with  R-­‐6  insulation,   or  for  pool  with  60%  of  documented  pool  heating  from  on-­‐site  solar  or  recovered  energy. Heater  efficiency:  gas/oil  fired  heater  efficiency  at  least  78%,  heat  pump  COP  at  least  4.0   0813sb CUSTOM MOLDED PRODUCTS | 36 HERRING ROAD, NEWNAN, GA 30265 | WWW.C-M-P.COM VGB 2008 CERTIFICATE OF COMPLIANCE DATE OF MANUFACTURE: 25200-2XX (UL) 25201-XXX (UL & IAPMO) 25207-7XX (IAPMO) 25207-8XX (IAPMO) 25215-0XX (UL) 25506-32X-XXX (IAPMO) 25507-0XX-010 (IAPMO) 25507-1XX-010 (IAPMO) 25508-09XL (IAPMO) 25508-12XL (IAPMO) 25508-18XL (IAPMO) 25513-0XX (IAPMO) 25513-1XX (IAPMO) 25513-25X (IAPMO) 25513-26X (IAPMO) 25513-3XX (IAPMO) 25513-4XX (IAPMO) 25513-5XX (IAPMO) 25513-6XX (IAPMO) 25513-7XX (IAPMO) 25513-8XX (IAPMO) 25514-0XX (IAPMO) 25515-0XX (IAPMO) 25515-5XX (IAPMO) 25515-7XX (IAPMO) 25516-0XX (IAPMO) 25516-25X (IAPMO) 25516-26X (IAPMO) 25516-3XX (IAPMO) 25516-4XX (IAPMO) 25516-5XX (IAPMO) 25516-7XX (IAPMO) 25517-5XX (IAPMO) 25517-7XX (IAPMO) 25519-0XX (IAPMO) 25531-0XX (IAPMO) 25537-0XX (IAPMO) 25539-0XX (IAPMO) 25539-1XX (IAPMO) 25539-5XX (IAPMO) 25539-6XX (IAPMO) 25539-7XX (IAPMO) 25539-7XX-011 (IAPMO) 25539-8XX (IAPMO) 25548-00X (IAPMO) 25548-5XX (IAPMO) 25548-70X (IAPMO) ® The following products have been tested to ANSI/APSP-16 2011 per Section 1404 of the Virginia Graeme Baker Pool and Safety Act (VGB-2008) and safety regulations set forth by the CPSC. These products are manufactured by Custom Molded Products, Inc. in Shanghai, China and certified by Underwriters Laboratories, Inc., at 2929 E. Imperial Highway, Suite 100, Brea, CA 92821 (ph: 714-223-3600) or IAPMO R&T Lab at 5001 E. Philadelphia Street, Ontario, CA 91761 (ph: 909-472-4100). A copy of the test results may be found at www.ul.com or www.pld.iapmo.org. POOL21-0003 POOL21-0003 r\1~62-636977- raikfcguaxgncofgfm.stacki;1athdns .com/wR- content/u[1I0ads/2 014/02/25513-nova-large-outlet- 9@Ysl2!19) GET DETAILS LARGE OUTLET DRAINS NOVA GUNITE MAIN DRAIN 25513-260-000 2.5" Nova Main Dra in; White 25513-261-000 2 .5" Nova Main Drain; Gray 25513-264-000 2.5" Nova Ma in Drain; Black 25513-400-000 3" Nova Main Drain ; White 25513-401-000 3" Nova Main Drain ; Gray 25513-404-000 3" Nova Main Drain ; Black 25513-250-100 2.5" Nova Main Drain without lid; White 25513-300-100 3" Nova Main Drain without lid; White We use cookies to ensure you have be best website experience. Cookies are small bits of data that allow us to remember your preferences and remember your favorite items. OK NO THANKS POOL21-0003 oolguard® IMPORTANT OPERATING INSTRUCTIONS MANUAL • ASTM F2208 MODEL PGRM -2 85dB Horn at 10 Feet This product has been designed to aid in the detection of unwanted intrusions into unsupervised pools. POOLGUARD IS A SAFETY ALARM SYSTEM AND NOT A LIFE SAVING DEVICE. ''This device is not intended to replace any other safety consideration -i.e., adult supervision, lifeguards, fences, gates, pool covers, locks, etc., and some devices may not detect gradual entry." Dr a w n B y : B M SC A L E : 1 / 4 " = 1 ' De s i g n e r : B M 90 4 - 4 2 4 - 9 6 5 2 Page:2 REVISIONS Ow n e r : Fl e t c h e r Ad d r e s s : 30 7 4 t h S t Ci t y : At l a n t i c B e a c h Ph o n e : St a t e : FL Zi p : 32 2 6 6 10' 29' 10" 7' 1 0 " 26' 10" 10510 3983 30 762 3983 792 4775 Sunshelf 4' Deep 24" Raised Wall 1 - 48" Waterfall 4.5' Deep 1 2 ' 4' 11' 7" 8' 5' Scale: 1/8" = 1 ft 3X3 Equipment Pad Pool 12' X 18' 216 SF Depth 4' - 4.5' Coping 68 LF Sunshelf 5' X 8' Raised Wall 24" Tall Waterfall 48" Shear Decent Impervious 216/2 = 108 SF Pool Specifications R R R SKM L L CL Pump VSPHP270DV2A Filter CS200 Sanitizer TRUECLEAR 11K Skimmer CMP 25140-010-000 Main Drain CMP 25513-400-000 Lights (2) JLU4C24W100 LED Bubbler (1) Center of Sunshelf Specifications LED Bubbler