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1259 Linkside Dr POOL21-0030 Swimming PoolOWNER:ADDRESS:CITY:STATE:ZIP: REVIS JOSEPH G 1259 LINKSIDE DR ATLANTIC BEACH FL 32233-4561 COMPANY:ADDRESS:CITY:STATE:ZIP: POOLS BY JOHN CLARKSON, INC.600 ST JOHNS BLUFF RD JACKSONVILLE FL 32225 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172374 5390 SELVA LINKSIDE UNIT 01 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1259 LINKSIDE DR SWIMMING POOL SWIMMING POOL RESIDENTIAL SWIMMING POOL $43094.00 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: 8/10/2021 PERMIT NUMBER POOL21-0030 ISSUED: 8/10/2021 EXPIRES: 2/6/2022 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $270.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $135.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.08 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.05 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $615.13 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. 2 of 2Issued Date: 8/10/2021 PERMIT NUMBER POOL21-0030 ISSUED: 8/10/2021 EXPIRES: 2/6/2022 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 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 POOL21-0030 Building Permit Application City of Atlantic Beach 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Fax: (904) 247-5845 Updated 12/8/17 JobAddress: / 6~q L1°1'\.1'-ct 1'~e.. l) r . 3):).)3 PermitNumber:....-:=:-=--------- LegalDescription 4/'-1-.13 ,1-is -~~L= J!t,)v-o-,L/n,lA\~t. Uf\ir 1'-":E: 1 Valuation of Work (Replacement Cost) $ _______ Heated/Cooled SF ____ Non-Heated/Cooled ____ _ • Class of Work (Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s) (Circle one): Commercial Residential • If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: J •.• , •,... •"" t ~ J t "}y-OCIV\1!.,. .,.,..., •. ,m ,,J Ou11 l 8 ~F 3 · '' -5 ' lf 32& cu . Florida Product Approval # __________________ for multiple products use product approval form Property Owner Information Name: 0 ~ 1 ... s~ tr R t VI ·..1 Address: llS'O, L,'t\"fi~t, Q.,.-. City • State f L. E-Mail -,,· s " 4 . ~ +- Zip 3J.l. ') '.> Phone 90" · $11-3} J 3 Owner or Agent f Agent. Power of Attorney or Agency Letter Required) __________________ _ Contractor Information Name of Company: I .ooU ~ -Ta hn Cl a.,:J...t ~ Qualifying Agent: .J" Cr~J' OV\ CJ e.->-)(.J 9:1" Address (,,OO St :.Jq).,,uf ~/-,(f: Rf!, JV · City .:To..c/CJ-""°',r i fl'-State t=&-Zip .:3A~l~- Office Phone 9 0 If • ;. 2-3 · 41 O.SO Job Site/Contact Number 'to '-4 • J.). 3 -':fO .Tb State Certification/Registration# C tC I '-4 {"q ~ :J} E-Mail._.,.d._.r_,h.._../z_,~·~~,,_b--.;Jt-'C~•...;:c""O!"!""'--'-.;.._---------- Architect Name & Phone# _________________________________ _ Engineer's Name & Phone# _________________________________ _ Workers Compensation----------------------------------- Exempt/ Insurer/ Lease Employees/ Expiration Date Appli cation 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 regulationg 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 FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING _voyR NOTICE OF COMMENCEMENT. ~ d/{cv,!:u --H-----------J1signature of Owner or Agent) (Signatu re of Contractor) (incl uding contractor) ~ ~ Signed and sworn to (or affirmed) before me this~ day of Signed and sworn to (or affirmed) before me this 1.!_ day of '5c,.r,,,J'fl••y , ~O).I ,by .S:b~r ~I Bey,,., Jv11t. ol.O ),l ,by J1rc.r0, c-,,,...J<..rcrn On1,EJ:j C ~ O (S igna ture of N6taryjCI' POOL21-0030 TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Community Development Department 800 SeminoJe Road Atlantic Beach, FL 32233 (P) 904-247-5800 SITE INFORMATION ADDRESS I },, S 9 L ,· "'1 ~ .t i ~ ~ Dv-\, re. suBD1vts10N J e I v ~ L ,' h K..r , cl e_.. FOR INTERNAL OFFICE USE ONLY PERMIT# ______ _ BLOCK LOT 1 t ----- RE# __,l'---1~A..__'3,:::___,J c.__4-=----'5----==---3 _,9'---o=--------~ RESIDENTIAL 0 COMMERCIAL 0 OTHER APPLICANT INFORMATION NAME .So s e ~ h .. JJ, e r ¥ I B e. v, · .I ADDRESS I ~ Sj L; n f(.J' ,-d e_ .D y-. oTY ,4 + I (A. n h ·c f> £..,-.c.b EMAIL JO s e& h r e. v i.1 © co.m c ..,..,. t . ,, e. -1- STATE PHONE# 't0ll -511 -.3311 CELL# ZIP CODE 3).l.33 0 OWNER 0 LEGAL AUTHORIZED AGEN1 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 wiJI be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBVCERTIFY THAT All INFORMATION PROVIDED IS CORRECT: Si~nature of Property Owner(s) or Authorized Agent . , · <!/,c.rx/ dev , s J 20 121 SIGNAT E OF APPLICANT PRINT OR ~PE NAME # Ii'ATE / ' ~v L---~7 e/fl /-&"t// ;-r /2/ /4/ PRINT OR lYPE NAME DATE 7 ' Signed and sworn before me on this a, <l 1,1.. day of Sa n v &... T:'( 1-:::L . el: OJ. J by State of_.....:_ ____ _ , r h ~ v-y / R e y , · J + .s O j tzr 6 R e V \. j' County of "D VY &..1 f':.L .,. . l '-• Identification verified: ,-.v -r-1 'IC-r J ' C.:t Y\J -e.. Oath Sworn: D Yes [B"No P O O L 2 1 - 0 0 3 0 M A P S H O W I N G S U R V E Y O F L O J 7 / , S f l ' , 1 A L I N K < ; I O E U N I I 1 , A c : ; R ~ C O R 0 £ [ ) I N P L A T U O O K 4 4 , P A ( , L 5 2 J A N [ ) 2 J A 1 F . H l C U R R f N T P U B L I C R E C O R D S m O U V A l C O U N T ' ! - , f L O R I O A ~ - ; . . . i E X I S T I N G Y A R D G R A D E E L E V A T I O N T O R E M A I N I J ' . l , . t , . 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B U S H E D B ' W ' O P S 0 0 < . f P I A l l ( ) N U S I N ' i < ; P ( C T R A P R r C I S I O N [ P O C H 8 0 L 1 / \ . 2 [ Q I J I I ' I J f N I A N O l P H i l l l r \ I R S s o r T W A R [ 6 ( . U O ( N O T C S ( A { j l I R I S [ J ~ 7 [ ( ) W O ( N O l t S E O G ( O F W ~ T [ R T H E P R O P E R T Y D E S C R I B E D H E R E O N L I E S I N F L O O O Z O M E I . . ' ) ( . ( A R E . A O F ~ A I N I M . A L F " L O O O H . A Z A R O ) , • x • S H A D E D A N O " A l " ( ( l 7 F E E T ) A S W E L L A S C A N B E O t T r R M I N E D F R O M f H ( F L O O D I N S U R A N C E R A T E M A P N U M B E R 1 2 0 J 1 C 0 4 0 9 J R E V I S ( O N O v t M B ( R 2 . 2 0 1 8 F ' O R D U V A L C O U N T Y , F l . O R I O A . " N O i < i N . x , • f ' G J I J H r _ _ , _ , , f \ J I I C A H O n c O I I I O N A i V ' I I f Y • n l l l ' I D - " l J C ( N l ( D S , J l l " ' f n J I A M O W ~ • r \ a / C . l , a o - - 1 l 0 0 0 t ~ r . , . I ~ I " " ' { • • • ~ • O ( D . - - - - - - r 1 & . f P ( R V I O U S H O O S £ • 1 , J 5 8 S O V A R [ F U T C O N C R [ T t : • 7 5 1 S O U A R [ r E [ T W O O O O [ C K • 1 . 2 1 1 P R O P O S E D I M P E R V I O U S T O T A L L O T : 7 , 4 9 8 S F H O U S E : 1 , 3 5 8 S F C O N C R E T E : 7 5 1 S F P / E P A D : 1 0 S F 1 / 2 P O O L & C O P I N G : 1 4 4 S F T O T A L : 2 , 2 6 3 S F 3 0 % T O T A L I M P E R V I O U S • J , J 2 0 S O U A R ( F T E l L O T S i l [ • 7 , 4 8 8 S O U A R [ r E : n P t R C [ M l A C E O F I U P [ R ' v 1 0 U S • 4 4 J " ' n - t l S S U R V E Y W A S M A D E F O R T H E B E N E F l T o r J O S E P H . R E V I S A N D S H E R Y \ . R E V 1 S . D O N N . " " " " : : U . P . I . M . F l . O N I D A U C . S U R C l f t d W , V , i f J I N e . L I 3 2 1 & F U l l l l O A U C . S U f l W W I I G 6 M A J t N f f l I I U S I N l a . . . . L I l l 7 2 C H E - O < E D B Y : _ _ _ D R A _ . B Y : ( ) A F B O A T W R I G H T L A N D S U R V E Y O R S , I N C . O A ' f t l [ t B R U M I 0 4 . i Q J J ~ : , 0 2 1 - 0 1 0 - 1 1 5 0 0 " O I E R T I D R I W . J A C l < I O N W J . I K M > t , f ' U J I I D A 2 4 1 - N I O I H £ [ T " POOL21-0030The Association of Pool & Spa Professionals® ANSVAPSP/ICC 15s ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: AND ADDRESS OWNER: CONTRACTOR NAME 1---!+"'-ll-l.=-'--'-'=-'-,w.-"''-"'"-''--"'------lAND ADDRESS: This Information sheet was prepared by the APSP-15 Residential Swimming Pool and Spa Energy Efficiency Standard Writini Committee of the Association of Pool and Spa Professionals {APSP}. It ls not part of the Amerbn NatJonal Standard ANSI/APSP/ICC-lSa 2011 but ls Included for Information only.Contractor!i shoyld acquire and COIT9ly with the AN51/APSP/ICC-15a 2011 standard which can be purchased at www.apsp.org. 1. §5.2.1: Calculated pool volume a. Gallons: _____ ; or b. Calculated Ga/Ions: __ ~surface area) x ___ (overage depth) X 7.4S (gol/ft'3) •---- 2. §5.2.1: Calculated filtration flow rate (Pool volume+ 360 or 36gpm whichever Is larger) 3. §5.5.1: Pipe sizing: a. Minimum suction pipe diameter (Enter the smallest pipe size from Tobk J With o 6 fps flow capacity the Jame or more than nem 2.) b. Minimum suction branch pipe diameter (Calculate: nem 2. __ . (gpm) + Branch Pipes __ {quantity) = branch flow rau ___ {gpm}. Enter the smoBest pipe size from Tcible 1 wnh a 6/ps flow capadty the some or more than the c:olculoted sud Ion branch flow rate.) c. Minimum return pipe diameter (Enter the smallest pipe size from Table 1 wnh a 8/psflow ccipadty the some or more than item 2.J d. Minimum return branch pipe diameter (Calcu}aie: Item 2. __ (r,pm} .,, Branch Pipes _..:.__tquonuty} = branch Pow rote ___ (gpm). Enter the smallest pipe size from Tobie 1 with a 8 JpsJ}ow CClpoclty the sOme or more than the calculated return bronch flow rate.} 4. §5.4.1: Filter type and size: a. Filter type: {Cartridge, DE, Sand/ b. Minimum filter area (Calculate: Item 2. ___ (r,pm) + filter factor ___ {gpm/jt"2)) Filter factors: Cortridge=0.375, 5and=15, Oiatomar.eous Eorth=2 5. §5.4.2: Backwash valve: __ Yes, __ No? (When using a boclcwosh valve, rnter result of nem 3c or 2 Inches whichever is larger) Table 1 90 138 185 23! 374 540 84 119 164 247 31 499 720 6. Single-speed pump selection (when used): §5.1.l, 5.3 .1: For single-speed pumps with a total horsepower 0.99 or less, find and enter ii compliant pump from the Pool Pump Database. pump a. Pump model selection b. Total horsepower 7. Multi-speed pump selection (when used): §5.32.1: Pools 17,000 gallons orless, select pump" from the database with a Curve-A gpmflow equal to item 2 or less. §5.3.2.2: Pools 17,001 gallons or more, select pump• from the database with o Curve-C gpmf/ow equal to item 2 or less. •Multi•speed pumps must haYe one speed 1/sted that satisfies this requ;rement. a. Pump model b. Pump flow (§5.3.2.1, 5.3.2.2: Applicable Curve A or C gpmjlow listed in dat.abose) 10/21/14 ANSI/APSP/ICC· 15 Standard Writing CommHtee Form 1. '-1.~}k gallons 1 2. '.? <e gpm 3a. oZ.S-Inches 3b. 2. -s-inches 3c. d:: inches 3d . .)_ inches 4a. C f'I LTP~i • 4b. '.) \,, sq. ft. 5 .• lnches 6a._11.IA._ 6b.-1LJ!&- or 1 •. vsi::-He11os&vJ 7b. 30 gpm 1 of 2 ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Com--.. 5ec:tlon ,_ 4.4.1.1 Heater has no pilot light ✓ . 4.4.1.2 Readily accessible on-off switch mounted outside of th1f heater I/ Heaters No electric reslltance heating unless for lnground spa with tight fitting cover with R-6 Insulation,, 4.3.1.3 or for pool with 6°" of documented pool heating from oMlte solar or recovered energy. v 4.3.2 Heater efficiency: gas/oil fired heater efficiency at least 78"• heat pump COP at least 4.0 II" 5.1.1 Pool filter pump fisted In database v" 5.3.1 Pool filter pump with total horsepower 1.0 or more Is multi-speed. ti MultHpeed pump controller programmed to derault to the filtration flow rate when no awdllary 5.3.3 pool ioads are operating within 24 hours and programmed with temporary override capability for servicing. v Pool systems 5.3.4 SlnglHpeed pump controller capable of operating pump during off-peak electric demand. i . 5.5.2 Pipe before pump has at least 4 diameters of stralfll,t pipe. v System Installed with solar, or setup for the future addition of solar heating equipment by IJ/R 5.5.3 lnstalnng 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. 5.6 Directional Inlets for mixing pool water. ./ 10/21/JA ANSI/APSP/ICC-~Stondatd Wrftin« Committee Form 2 of 2 POOLS BY JOHN CLARKSON ISSUE DATE:07-24-2021 DESIGNED BY:ZDF 600 ST JOHNS BLUFF ROAD N DRAWN BY:ZDF PROJECT NO:2109 TYPICAL CMU WALL DETAILS JACKSONVILLE, FLORIDA 32225 c 2021 JUSTDESIGN CORP. FLORIDA CERT. OF AUTHORIZATION. No. 32902 PO BOX 184, 755 GRAND BLVD #B-105, MIRAMAR BEACH, FL 850.481.2626 S 0 . 0 G E N S T R N O T E S THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING A DIGITAL SIGNATURE CREATED BY A PDF WRITER IN COMPLIANCE WITH THE INTENT OF THE FBPE RULESF.S. CHAPTER 471. F.S. CHAPTER 668.001-006, AND F.A.C.61G15-23.003. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. SIGNATURE MUST BEVERIFIED ON ANY ELECTRONIC COPIES TO VALIDATE. M A R K D A T E D E S C R I P T I O N - - - - - - : - - : - - - - - - - : - - : - - - - - - - - : - - : - - - - - - - : - - : - - - - 0 7 : 2 4 : 2 0 2 1 - I S S U E D F O R C O N S T R U C T I O N 1-z w ~ w ~ ti, w (.) z <C ...J a.. ~ 0 (.) ...J ~ (/) ...J ~ (!) Cl GENERAL STRUCTURAL NO T E S 1. DESIGNED IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING C O D E ( F B C ) 2. ALL WORK SHALL BE ACCORDING TO STATE AND LOCAL CODE S A N D R E Q U I R E M E N T S , A N D B E S T TRADE PRACTICES. 3., ALL CONTRACTORS SHALL VERIFY EXISTING CONDITIONS AND N O T I F Y T H E E N G I N E E R O F R E C O R D (EOR) OF ANY DISCREPANCIES. 4. DO NOT SCALE DRAWINGS FOR DIMENSIONS. 5. ALL CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE C O N S T R U C T I O N D O C U M E N T S A N D NOTIFY THE EOR OF ANY DISCREPANCIES BETWEEN THESE N O T E S , T H E C O N S T R U C T I O N DOCUMENTS, OR GOVERNING CODE. THE EOR SHALL ISSUE A W R I T T E N R E S P O N S E T O A L L RECEIVED NOTICES. THE CONTRACTOR ASSUMES ALL LIABILIT Y F O R A L L W O R K P E R F O R M E D B Y THE CONTRACTOR PRIOR TO RECEIVING THE EOR'S WRITTEN R E S P O N S E . 6. A CONTINUOUS LOAD PATH FROM BETWEEN THE ROOF AND T H E F O U N D A T I O N I S T H E D E S I G N INTENT OF THESE PLANS. CONTRACTOR SHALL NOTIFY THE E O R I F A C O N D I T I O N E X I S T S W H E R E THIS INTENT IS NOT ACHIEVED IN THE FIELD. 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONST R U C T I O N . W H E R E C O N D I T I O N S A R E NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTE R T O D E T A I L S S H O W N , S I M I L A R DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO R E V I E W A N D A P P R O V A L B Y T H E E O R . 8. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR SIT E S A F E T Y , S H O R I N G , B R A C I N G , M E A N S AND METHODS, SEQUENCING OF THE WORK, AND ANY INJURI E S O R D A M A G E A S S O C I A T E D W I T H O R CAUSED BY THE PERFORMANCE OF THE WORK. 9. THE CONTRACTOR SHALL ENSURE THAT ALL TEMPORARY BRACI N G A N D S H O R I N G I S I N P L A C E S O THAT NO STRUCTURAL ELEMENTS WILL BE LOADED IN EXCES S O F T H E I R A L L O W A B L E L O A D CAPACITY PRIOR TO BEING INSTALLED AND AFTER THEY ARE I N S T A L L E D . 10. ALL PENETRATIONS OR OTHER ALTERATIONS REQUIRED FOR C O N S T R U C T I O N B U T N O T S H O W N O N PLANS SHALL BE SUBMITTED TO THE EOR FOR APPROVAL P R I O R T O I M P L E M E N T A T I O N O F ALTERATION. 11. SHOP DRAWINGS SHALL BE PREPARED FOR SUBMITTAL TO EO R ' S A P P R O V A L A S R E Q U I R E D P E R THE FBC 12. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE N O T R E V I E W E D B Y T H E E O R , THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONT R A C T O R S H A L L R E V I E W A N D S T A M P DRAWINGS PRIOR TO REVIEW BY EOR. CONTRACTOR SHALL R E V I E W D R A W I N G S F O R CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, S E Q U E N C E S A N D O P E R A T I O N S O F CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PRO G R A M S I N C I D E N T A L T H E R E T O . SUBMITTALS WILL BE MARKED AND RETURNED WITHIN TWO W E E K S O F R E C E I P T W I T H A N O T A T I O N INDICATING THAT THE SUBMITTAL HAS BEEN FOUND TO BE IN G E N E R A L C O N F O R M A N C E W I T H T H E DESIGN OF THE BUILDING. THE SUBMITTED ITEMS SHALL NOT B E I N S T A L L E D U N T I L T H E Y H A V E BEEN APPROVED BY THE EOR. 13. SHOP DRAWING SUBMITTALS PROCESSED BY THE EOR ARE NO T C H A N G E O R D E R S . T H E P U R P O S E OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO D E M O N S T R A T E T O T H E E N G I N E E R THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, B Y I N D I C A T I N G W H I C H M A T E R I A L I S INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILI N G T H E I N T E N D E D F A B R I C A T I O N A N D INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR C O N F L I C T S B E T W E E N S H O P D R A W I N G SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERE D E I T H E R P R I O R T O O R A F T E R S H O P DRAWING SUBMITTALS ARE PROCESSED BY THE EOR, THE DE S I G N D R A W I N G S A N D S P E C I F I C A T I O N S SHALL CONTROL AND SHALL BE FOLLOWED. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONDITIO N S A N D M A T E R I A L S A S S O C I A T E D W I T H THE WORK. 15. ALL SURFACES TO REMAIN, OR EXISTING SURFACES, DAMAGED I N P U R S U I T O F I N D I C A T E D A N D / O R REQUIRED WORK SHALL BE PATCHED AND/OR FINISHED TO M A T C H E X I S T I N G A D J A C E N T CONDITIONS TO REMAIN -UNO. 16. EXISTING VEGETATION SHALL REMAIN DURING WORK. NO CLEAR I N G S H A L L O C C U R B E Y O N D 3 ' - 0 " OF THE PROPOSED BUILDING FOOTPRINT UNLESS PROHIBITED B Y L O C A L C O D E S A N D REQUIREMENTS. 17. ALL SPECIFIED PRODUCTS SHALL BE INSTALLED PER MANUFA C T U R E R ' S R E C O M M E N D A T I O N S . 18. PROVIDE ANY MANUFACTURER RECOMMENDED COMPONENTS, F A S T E N E R S , A C C E S S O R I E S , E T C . F O R COMPLETE SYSTEMS. 19. PROTECT MECHANICAL, PAINTED, AND OTHER FINISHES ON EXP O S E D S U R F A C E F R O M D A M A G E P E R MANUFACTURE'S RECOMMENDATIONS. 20. CONTRACTOR IS RESPONSIBLE FOR INSURING SUBSTRATE MEE T S M A N U F A C T U R E R ' S RECOMMENDATIONS PRIOR TO INSTALLING OR PLACING PERM A N E N T L Y A N Y C O V E R I N G M A T E R I A L . PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY C O N D I T I O N S H A V E B E E N C O R R E C T E D . D E S I G N L O A D S 1 . D E A D L O A D S : E Q U A L W E I G H T O F M A T E R I A L S O R V A L U E S P R O V I D E D I N T H E F B C . 2 . L I V E L O A D S : 2 . 1 . R O O F = 2 O P S F 3 . W I N D L O A D : P E R A S C E 7 - 1 6 3 . 1 . D E S I G N W I N D S P E E D V u 1 t = 1 2 O M P H , V a a d = 9 3 M P H 3 . 2 . E X P O S U R E C A T E G O R Y = C 3 . 3 . B U I L D I N G R I S K C A T E G O R Y = I 3 . 4 . E N C L O S E D B U I L D I N G 3 . 5 . I N T E R N A L P R E S S U R E C O E F F I C I E N T = ± . 0 4 . G E O T E C H N I C A L L O A D S : 4 . 1 . F O U N D A T I O N N O T E S : A S S U M E D D E S I G N C O E F F I C I E N T S & C A P A C I T I E S S H A L L B E V E R I F I E D W / G E O T E C H N I C A L S O I L S R E P O R T & A N A L Y S I S . S U B G R A D E P R E P A R A T I O N I N C L U D I N G D R A I N A G E , E X C A V A T I O N , C O M P A C T I O N , A N D F I L L I N G R E Q U I R E M E N T S , S H A L L C O N F O R M S T R I C T L Y W I T H R E C O M M E N D A T I O N S G I V E N I N T H E S O I L S R E P O R T O R A S D I R E C T E D B Y T H E S O I L S E N G I N E E R . 4 . 2 . A N T I C I P A T E D U N I F I E D S O I L C L A S S I F I C A T I O N G R O U P S Y M B O L : S W A S S U M E D A T R E S T E A R T H P R E S S U R E C O E F F = . 5 3 A S S U M E D A C T I V E E A R T H P R E S S U R E C O E F F = . 3 6 A S S U M E D P A S S I V E E A R T H P R E S S U R E C O E F F = 2 . 7 7 A S S U M E D S O I L B E A R I N G C A P A C I T Y = 2 , O O O P S F T A B L E R 4 O 1 . 4 . 1 , F B C 2 O 2 O S O I L S R E P O R T R E F E R E N C E : E O R T O B E N O T I F I E D I F V A L U E S A R E L E S S T H A N A S S U M E D 5 . S E I S M I C L O A D S : D O N O T C O N T R O L 6 . G R O U N D S N O W L O A D S : D O N O T C O N T R O L 0 POOLS BY JOHN CLARKSON ISSUE DATE:07-24-2021 DESIGNED BY:ZDF 600 ST JOHNS BLUFF ROAD N DRAWN BY:ZDF PROJECT NO:2109 TYPICAL CMU WALL DETAILS JACKSONVILLE, FLORIDA 32225 c 2021 JUSTDESIGN CORP. FLORIDA CERT. OF AUTHORIZATION. No. 32902 PO BOX 184, 755 GRAND BLVD #B-105, MIRAMAR BEACH, FL 850.481.2626 S 0 . 1 G E N S T R N O T E S THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING A DIGITAL SIGNATURE CREATED BY A PDF WRITER IN COMPLIANCE WITH THE INTENT OF THE FBPE RULESF.S. CHAPTER 471. F.S. CHAPTER 668.001-006, AND F.A.C.61G15-23.003. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. SIGNATURE MUST BEVERIFIED ON ANY ELECTRONIC COPIES TO VALIDATE.1-z w ~ w ~ ti, w (.) z <C ...J a.. ~ 0 (.) ...J ~ (/) ...J ~ (!) Cl CONCRETE 1. THE LATEST EDITION OF THE FOLLOWING ACI STANDARDS APPL Y : ACI 318 (CODE) ACI 304 (P L A C I N G ) ACI 306 (WINTER CONCRETING) ACI 315 (DET A I L I N G ) ACI 305 (HOT WEATHER CONCRETING) ACI 347 (FOR M W O R K ) ACI 211.1 (MIX PROPORTIONING) ACI 301 (SP E C I F I C A T I O N S ) 2. ALL CONCRETE SHALL BE NORMAL WEIGHT (148 PCF DRY DE N S I T Y , M I N ) , W I T H MIXES DESIGNED TO MEET THE FOLLOWING CRITERIA FOR THE USE IN V A R I O U S E L E M E N T S O F STRUCTURAL ELEMENT A. FOOTINGS (WALL & MATT) FOUNDATION WALLS B. SLAB-ON-GRADE C. ELEVATED FLOORS & BEAMS 28-DAY COMPRESSIVE STRENGTH (PSI) 4000 4000 3000 4000 MAX. SIZE AGGREGATE 4/4" 4/4" 3/4" 3/4" W / C R A T I O 0 . 4 5 0 . 4 5 0 . 5 0 0 . 4 5 3. CONCRETE SLUMP IS TAKEN AT POINT OF PLACEMENT INTO S T R U C T U R E . M A X . S L U M P R A N G E ( I N ) 3 - 5 3 - 5 3 - 5 3 - 5 4. WATER REDUCING AND AIR ENTRAINING AGENTS SHALL BE INC L U D E D I N D E S I G N MIXES. SUPERPLASTICIZERS MAY BE USED AT THE CONTRACTOR'S O P T I O N . 5. A CONCRETE MIX DESIGN FOR EACH UNIQUE COMBINATION OF S T R E N G T H , C O A R S E AGGREGATE GRADATION AND WATER CEMENT RATIO SPECIFIED S H A L L B E P R E P A R E D BY THE SUPPLIER ORAN INDEPENDENT TESTING LABORATORY A N D B E S U B M I T T E D F O R REVIEW PRIOR TO CASTING ANY CONCRETE. MIXES THAT WILL B E T R A N S P O R T E D A T THE PROJECT SITE BY PUMPING SHALL BE SPECIFICALLY DESI G N E D F O R P U M P I N G . 6. SLABS ON GRADE: UNLESS NOTED OTHERWISE, CONCRETE SLA B S O N G R A D E S H A L L BE A MINIMUM OF 4" THICK, REINFORCED WITH 6x6 W1 .4Xw1 . 4 W W F P L A C E D 1-1 /2" CLEAR FROM THE TOP OF THE SLAB. SLABS SHALL B E P L A C E D O V E R PROPERLY COMPACTED EARTH . 7. CONCRETE TIE BEAMS: UNLESS NOTED OTHERWISE, CONCRETE T I E B E A M S S H A L L B E A MINIMUM OF 16" DEEP BY THE SUPPORTING WALL WIDTH, R E I N F O R C E D W I T H 2 / 1 5 CONTINUOUS TOP AND BOTTOM AND /13 TIES AT 24" O.C. REINFORCING STEEL: 8. REINFORCING STEEL: ASTM A 615, GRADE 60. 9. WELDED WIRE FABRIC: ASTM A 185 (FLAT SHEETS), MINIMUM Y I E L D S T R E N G T H O F 70,000 PSI. 10. MINIMUM REINFORCING STEEL CLEAR COVER (U.N.O.): A. CONCRETE CAST DIRECTLY AGAINST EARTH ...... 3" B. INTERIOR SLABS .................................................. 1" C. INTERIOR BEAMS .................................................. 1-1/2" TO T I E S D. SLABS ON GRADE .. ................ ..•.. .. ... .. ..•.. ........... .. 1-1 /2" FRO M T O P 11. WHERE REINFORCING BARS ARE NOTED AS CONTINUOUS, THE F O L L O W I N G S H A L L B E COMPLIED WITH: A. THE TERMINATION OF ALL CONTINUOUS REINFORCING BAR RUN S S H A L L B E A STANDARD HOOK UNLESS NOTED OTHERWISE. B. SPLICES IN CONTINUOUS TOP BARS, IF REQUIRED, SHALL OCC U R O V E R P A R A L L E L CMU WALLS OR AT THE CENTER OF THE OPENING SPAN. C. SPLICES IN CONTINUOUS BOTTOM BARS, IF REQUIRED, SHALL O C C U R O V E R C M U WALLS OR CENTERED OVER COLUMNS. 12. WHERE SPLICE LENGTHS ARE NOT SPECIFIED, USE 48 BAR DI A M E T E R S I N M A S O N R Y AND 40 DIAMETERS IN CAST CONCRETE. 1 3 . R E I N F O R C I N G S T E E L S H A L L N O T B E T A C K W E L D E D F O R A N Y R E A S O N . W E L D E D R E I N F O R C I N G S T E E L S P L I C E S A R E N O T P E R M I T T E D 1 4 . L A P A L L W E L D E D W I R E F A B R I C A M I N I M U M D I S T A N C E O F O N E C R O S S W I R E S P A C I N G P L U S 2 I N C H E S . 1 5 . A L L R E I N F O R C I N G S T E E L S H A L L B E S U P P O R T E D O N S T A N D A R D A C C E S S O R I E S , H E L D R I G I D L Y A N D A C C U R A T E L Y I N P L A C E , A N D P R O T E C T E D A G A I N S T D I S P L A C E M E N T B E F O R E A N D D U R I N G P L A C E M E N T O F C O N C R E T E . S U P P O R T I N G A C C E S S O R Y L E G S T H A T R E S T O N C O N C R E T E S U R F A C E S T H A T W I L L B E E X P O S E D I N T H E F I N I S H E D S T R U C T U R E S H A L L B E F A B R I C A T E D O F S T A I N L E S S S T E E L . 1 6 . D O W E L S A N D O T H E R M I S C E L L A N E O U S S T E E L E M B E D D E D I T E M S S H A L L B E L O C A T E D A N D H E L D I N S P E C I F I E D P O S I T I O N P R I O R T O P L A C E M E N T O F C O N C R E T E A N D S H A L L N O T B E P U S H E D I N T O C O N C R E T E F O L L O W I N G C O N C R E T E P O U R . 1 7 . F O U N D A T I O N A N D G R A D E B E A M R E I N F O R C I N G S H A L L B E S U P P O R T E D O N S P E C I A L L Y C A S T 3 - 1 / 2 I N C H H I G H C O N C R E T E B L O C K S C A S T I N A C C O R D A N C E W I T H D E T A I L S F U R N I S H E D O N D R A W I N G S . S L A B - O N - G R A D E R E I N F O R C I N G , I N C L U D I N G W I R E F A B R I C , S H A L L B E S U P P O R T E D O N P R E C A S T B L O C K S O R 3 0 0 0 P S I C O N C R E T E B R I C K O F T H E P R O P E R T H I C K N E S S . C O N C R E T E F O R M W O R K : 1 8 . S E E N O T E S O N P R I M A R Y C O D E S A N D S P E C I F I C A T I O N S . 1 9 . A L L F O R M W O R K S H A L L B E D E S I G N E D , E R E C T E D , S U P P O R T E D , B R A C E D , A N D M A I N T A I N E D A C C O R D I N G T O A C I 3 4 7 , R E C O M M E N D E D S T A N D A R D P R A C T I C E F O R C O N C R E T E F O R M W O R K . 2 0 . R E S P O N S I B I L I T Y : T H E D E S I G N , C O N S T R U C T I O N , A N D S A F E T Y O F A L L F O R M W O R K S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E G E N E R A L C O N T R A C T O R . A L L F O R M S , S H O R E S , B A C K S H O R E S , F A L S E W O R K , B R A C I N G , A N D O T H E R T E M P O R A R Y S U P P O R T S S H A L L B E E N G I N E E R E D T O S U P P O R T A L L L O A D S I M P O S E D I N C L U D I N G T H E W E T W E I G H T O F C O N C R E T E , C O N S T R U C T I O N E Q U I P M E N T , L I V E L O A D S , L A T E R A L L O A D S D U E T O W I N D A N D W E T C O N C R E T E I M B A L A N C E . S E E S P E C I F I C A T I O N S F O R D E T A I L E D R E Q U I R E M E N T S . 2 1 . T O L E R A N C E S : U N L E S S S P E C I F I E D O T H E R W I S E , A L L T O L E R A N C E S F O R C O N C R E T E F O R M W O R K S H A L L C O N F O R M T O A C I S T A N D A R D 1 1 7 , S T A N D A R D T O L E R A N C E S F O R C O N C R E T E C O N S T R U C T I O N A N D M A T E R I A L S . T H E C O N T R A C T O R S H A L L E N G A G E A L I C E N S E D S U R V E Y O R T O V E R I F Y T H A T W O R K I S W I T H I N S P E C I F I E D T O L E R A N C E S U N L E S S W R I T T E N A U T H O R I Z A T I O N I S O B T A I N E D F R O M T H E A R C H I T E C T T O P R O V I D E T O L E R A N C E C O N T R O L U S I N G T H E C O N T R A C T O R ' S O W N F O R C E S P R I O R T O B E G I N N I N G W O R K . 2 2 . A L L E X P O S E D E D G E S O F C O N C R E T E S H A L L B E C H A M F E R E D W H E R E S H O W N O N T H E A R C H I T E C T U R A L O R S T R U C T U R A L D R A W I N G S . 2 3 . P L U M B I N G S L E E V E S P A C I N G S H A L L B E T H E L A R G E R O F T H R E E ( 3 ) D I A M E T E R S C E N T E R T O C E N T E R O F T H E L A R G E R S L E E V E , O R 6 " C L E A R B E T W E E N S L E E V E S . S U B M I T S L E E V E L O C A T I O N S A N D S I Z E S T O E N G I N E E R F O R R E V I E W P R I O R T O C O N S T R U C T I O N . 2 4 . P E N E T R A T I O N S S H A L L N O T B E P E R M I T T E D I N A N Y S T R U C T U R A L M E M B E R S O T H E R T H A N T H O S E S P E C I F I C A L L Y I N D I C A T E D O N T H E S T R U C T U R A L D R A W I N G S W I T H O U T T H E W R I T T E N R E V I E W O F T H E S T R U C T U R A L E N G I N E E R O F R E C O R D . T H E C O N T R A C T O R S H A L L S U B M I T D R A W I N G S T O T H E S T R U C T U R A L E N G I N E E R O F R E C O R D F O R R E V I E W I N D I C A T I N G A N Y C O N C E N T R A T I O N O F P I P E S , O P E N I N G S O R P E N E T R A T I O N S N O T S H O W N O N T H E S T R U C T U R A L D R A W I N G S P R I O R T O C O N C R E T E P O U R S . 0 POOLS BY JOHN CLARKSON ISSUE DATE:07-24-2021 DESIGNED BY:ZDF 600 ST JOHNS BLUFF ROAD N DRAWN BY:ZDF PROJECT NO:2109 TYPICAL CMU WALL DETAILS JACKSONVILLE, FLORIDA 32225 c 2021 JUSTDESIGN CORP. FLORIDA CERT. OF AUTHORIZATION. No. 32902 PO BOX 184, 755 GRAND BLVD #B-105, MIRAMAR BEACH, FL 850.481.2626 S 0 . 2 G E N S T R N O T E S THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING A DIGITAL SIGNATURE CREATED BY A PDF WRITER IN COMPLIANCE WITH THE INTENT OF THE FBPE RULESF.S. CHAPTER 471. F.S. CHAPTER 668.001-006, AND F.A.C.61G15-23.003. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. SIGNATURE MUST BEVERIFIED ON ANY ELECTRONIC COPIES TO VALIDATE.1-z w ~ w ~ ti, w (.) z <C ...J a.. ~ 0 (.) ...J ~ (/) ...J ~ (!) Cl CONCRETE REINFORCING CLASS B CONCRETE REINFORCING LAP SPLICE L E N G T H ( f s p u c E ) f'c = 3000 PSI f' c = 4 0 0 0 P S I S T D BAR SIZE OT H E R H O O K TOP BARS OTHER 4,b TOP BARS 4 , b L E N G T H BARS B A R S #3 28 22 9 24 1 9 8 6 #4 37 29 11 33 2 5 1 0 8 #5 47 36 14 41 3 1 1 2 1 0 #6 56 43 17 49 3 7 1 5 1 2 #7 81 63 20 71 5 4 1 7 1 4 #8 93 72 22 81 6 2 1 9 1 6 k 4ib V ,. ,. l I ==t STD HOOK LENGTH . ~ CRITICAL SECTION t ~ P U C E t r ~ A A MASONRY 1. ALL MASONRY WORK SHALL ADHERE TO THE MOST CURRENT E D I T I O N O F T H E F B C AND ACl53O.1 2. CONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE C O N F O R M I N G T O A S T M C-9O HAVING A MINIMUM COMPRESSIVE STRENGTH OF 1900 P S I ( N E T A R E A ) . 3. MORTAR SHALL CONFORM TO ASTM C-27O TYPE S. 4. ALL CELLS TO BE FILLED WITH GROUT 5. TYPICAL REINFORCING CONSISTS OF ONE VERTICAL #5 WITH S T A N D A R D H O O K A T FDN MAT, SPACED AT 48" O.C., UNLESS NOTED OTHERWISE. 6. VERTICAL REINFORCEMENT SHALL BE CONTINUOUS WITH STD A C I L A P L E N G T H ; 4 8 " MIN. 7. REINFORCEMENT SHALL BE INSTALLED AT EACH LEG OF CORN E R A S W E L L A S E A C H SIDE OF WALL OPENING. 8. BOND BEAMS ARE REQUIRED AT EACH FLOOR LEVEL, INTERME D I A T E L Y A S N E E D E D SO 18 COURSES ARE NOT EXCEEDED, AND AT TOP OF WALL. 9. PRECAST LINTELS ARE REQUIRED FOR ALL OPENINGS GREATER T H A N 1 6 " . 10. ALL ANCHORS EMBEDDED IN MASONRY OR CONCRETE SHALL B E A 3 O 7 H E A D E D BOLTS OR A36 THREADED ROD WITH AN ASTM 563 HEAVY HE X N U T T A C K W E L D E D ON THE EMBEDDED END. 11. PROVIDE WEEPS FOR SOIL DRAINAGE A MAX OF 25' ON CENT E R N O T E S : 1 . D E V E L O P M E N T L E N G T H S A R E B A S E D O N A C I 3 1 8 . 2 . T A B L E I S F O R N O N - E P O X Y C O A T E D R E B A R w / F y = 6 O k s i I N N O R M A L W E I G H T C O N C R E T E O N L Y . 3 . V A L U E S S H O W N I N I N C H E S R E Q U I R E C L E A R S P A C I N G O F B A R S B E I N G D E V E L O P E D O R S P L I C E D N O T L E S S T H A N d b , C L E A R C O V E R N O T L E S S T H A N d b , A N D S T I R R U P S O R T I E S T H R O U G H O U T T H E S P L I C E L E N G T H N O T L E S S T H A N T H E C O D E M I N I M U M O R C L E A R S P A C I N G O F B A R S B E I N G D E V E L O P E D O R S P L I C E D N O T L E S S T H A N 2 d b A N D C L E A R C O V E R N O T L E S S T H A N d b . 4 . D E V E L O P M E N T L E N G T H ( f t t ) = L A P S P L I C E L E N G T H D I V I D E D B Y 1 . 3 . 5 . T O P B A R S A R E H O R I Z O N T A L R E I N F O R C I N G S O P L A C E D T H A T M O R E T H A N 1 2 " O F F R E S H C O N C R E T E I S C A S T I N T H E M E M B E R B E L O W T H E S P L I C E . 6 . S P L I C E S S H A L L B E S T A G G E R E D A T L E A S T 2 4 " O . C . A L O N G T H E L E N G T H O F T H E B A R . 7 . P E R F B C , L A P S P L I C E S O F R E I N F O R C I N G B A R S S H A L L U T I L I Z E T H E N O N C O N T A C T L A P S P L I C E M E T H O D W I T H A M I N I M U M C L E A R A N C E O F 2 I N C H E S B E T W E E N B A R S . T H E U S E O F C O N T A C T L A P S P L I C E S N E C E S S A R Y F O R S U P P O R T O F T H E R E I N F O R C I N G I S P E R M I T T E D W H E N A P P R O V E D B Y T H E B U I L D I N G O F F I C I A L , B A S E D O N S A T I S F A C T O R Y P R E C O N S T R U C T I O N T E S T S T H A T S H O W T H A T A D E Q U A T E E N C A S E M E N T O F T H E B A R S W I L L B E A C H I E V E D , A N D P R O V I D E D T H A T T H E S P L I C E I S O R I E N T E D S O T H A T A P L A N E T H R O U G H T H E C E N T E R O F T H E S P L I C E D B A R S I S P E R P E N D I C U L A R T O T H E S U R F A C E O F T H E S H O T C R E T E . 0 CMU WALL & FTG TABLE POOLS BY JOHN CLARKSON ISSUE DATE:07-24-2021 DESIGNED BY:ZDF 600 ST JOHNS BLUFF ROAD N DRAWN BY:ZDF PROJECT NO:2109 TYPICAL CMU WALL DETAILS JACKSONVILLE, FLORIDA 32225 c 2021 JUSTDESIGN CORP. FLORIDA CERT. OF AUTHORIZATION. No. 32902 PO BOX 184, 755 GRAND BLVD #B-105, MIRAMAR BEACH, FL 850.481.2626 S 1 . 0 S C A L E P O O L E Q U I P M E N T S I T E W A L L 2 1 / 2 " = 1 ' - 0 " THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING A DIGITAL SIGNATURE CREATED BY A PDF WRITER IN COMPLIANCE WITH THE INTENT OF THE FBPE RULESF.S. CHAPTER 471. F.S. CHAPTER 668.001-006, AND F.A.C.61G15-23.003. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. SIGNATURE MUST BEVERIFIED ON ANY ELECTRONIC COPIES TO VALIDATE. S C A L E C M U W A L L F T G & R E I N F S C H E D U L E 1 1 / 2 " = 1 ' - 0 " 1-z w ~ w ~ ti, w (.) z <C ...J a.. ~ 0 (.) ...J ~ (/) ...J ~ (!) Cl HT 2·-0· 2·-a· 3•-0· 3•-s· 4•-0· TOE 4• a· a· 12· 12· WIDTH VERT. REINF 1·-a· f5 0 4a• o.c. 2·-0· f5 0 4a• o.c. 2·-0· f5 0 32• o.c. 3•-0· f5 0 15• o.c. 3•-0· f5 0 15• o.c. H O R I Z . R E N F L O N G 2 - # 5 2 - # 5 2 - # 5 3 - # 5 3 - # 5 • c o I ; . - • 0 0 T R A N S f 5 f 5 f 5 f 5 f 5 ~ x c c < ~ : : : E f f i ' b a . . I I - ; i . : : c ' b I ' b I a • C M U S T E M W A L L w / V E R T . R E I N F . P E R T A B L E - - - C O N T . # 5 I N B O N D B E A M S - C M U S T E M W A L L R E I N F w / # 5 0 3 t o . c . W I D T H P E R T A B L E T H I C K E N S L A B T O a • B E N E A T H C M U W A L L N O T E : I F V E R T . I S N O T C O N T I N U O U S , P R O V I D E 3 1 • L A P S P L I C E A B O V E F T G 1 t H O O K F T G S I Z E & R E I N F P E R T A B L E 0 POOL21-0030 CERTIFICATE OF CONFORMITY MDX R3 ANTI-ENTRAPMENT DEBRIS DRAIN Submerged Suction Outlet For use on Floor Includes (1) SDX as 2nd point of suction MDX R3 is a listed suction outlet ( certified by IAPMO) designed to Accept large debris and provide anti-entrapment protection. Proper installation requires the installation of the secondary drain - SOX (also listed by IAPMO). COMPLIANT WITH: • Virginia Graeme Baker Pool and Spa Safety Act • ASME A112.19.8-2007 • ANSI/APSP - 7 • IAPMO Listed FLOW RATING FLOOR MDXR3 132 GPM Velocity@ 132GPM= 1.294 fps I LIFE -05 YEARS MDX R3 & SOX PLACE OF MANUFACTURE: NAME OF THIRD PARTY LABORATORY: TEST RECORD DOCUMENTATION: Paramount Pool & Spa Systems 295 E. Corporate Place Chandler, AZ 85225 USA (480) 893-7607 IAPMOR&TLAB IAPMOR&T 5001 E. Philadelphia Street Oatario, CA 91761 (909) 4 72-4 I 04 NOTE: MDX R3 and SOX must be installed in accordance with Paramount's written instruction manual, and in conformity with applicable Federal, State, Local and Swimming Pool Industry building and safety codes. ,a, F'aram<)L1nt HIGH FLOW SAl!TV DRAIII CERTIFICATE OF CONFORMITY SOX HIGH FLOW SAFETY DRAIN Submerged Suction Outlet For Single or Multiple Drain Use For Use on Wall and Floor No Sump Required The SOX High Flow Safety Drain is a 1 O" diameter frame and grate or bulkhead style drain fitting. It includes a back plate and cover that is affixed to a frame, a bulkhead or an existing drain sump. SOX Retro replaces most existing drain covers up to 1 O" in diameter. COMPLIANT WITH: Virginia Graeme Baker Pool and Spa Safety Act • ASME A112.19.8-2007 • ANSI/APSP -7 • IAPMO Listed f FLOW RA TING FLOOR WALL One SDX or SDX Retro 200 GPM 192 GPM Square Inches of opening = 43 .20 l sq. inches Velocity@ 200 GPM l .485 fps PLACE OF MANUFACTURE: i\AME or· Tll!Rll PARTY LABORATORY: JEST RECORD IJOCU\IENTATIOi\: Pciramount Pool & SpJ Sy~tems 295 E. Corporate Place Chancllor, AZ 85225 USA ( 480) 893-7607 IAPMO R&T I.AB IAPMO R&T 500 I L Pbiladdphia S tr~d Ont,uio, CA 917h I (909) 4n,110-1 NOTE: Suction Safety Standards require that drain grates usecl to cover sumps must have the suc- tion pipe cut at least 1.5 times the pipe diameter behind the clrain cover. There is no sump require- ment for SOX because the patented design provides uniform suction regardless of p'1pe location. However, if the pipe is too close to the back of the cover, it may restrict water flow to the pump, po- tentially reducing hydraulic efficiency, but this does not pose a sucf1on safety hazard. This Product IT1ust be installed in accordance with all a[Jplicable Federal. State and Local Codes. HYDRAULICS DESIGN FOR PAI{AMOUNT IN-FLOOR SYSTEMS. Paramount makes systems that operate and 40 to 45 gpm and 60 to 65 gpm and the gpm of the system will be listed on the drawing from Paramount. If Paramount main drains are used: MDX2 is GVB approved and rated at a maximum flow of 90 gpm at less than 1.5 ft. per second, and is less than l ft. of head loss at that flow rate. SDX is GVB approved and rated at a maximum flow of 200 gpm on the floor and 192 gpm on the wall at less than 1.5 ft. per second and is 3 ft of head loss at that flow rate. When used as the second safety drain to our MDX2 at 90 gpm it is rated at less than 1 ft. of head loss. The Paramount water valve has around 10 ft. of head loss at 65 gpm. (NOT COUNTING ANY PIPE OR FITTINGS). NOTE; ON POOLS WITH 9 OR 12 PORT SYSTEMS THE HEAD LOSS TI-IRU THOSE VAL YES WOULD BE 20 lc"'T. OF HD. NOT COUNTING PIPE AND FITTINGS. The nozzle loss of each circuit on the water valve (NOT COUNTING ANY PIPE OR FITTINGS) is 25 feet of head. EACH CIRCUIT (NOT INCLUDING PIPE AND FITTINGS WILL BE AROUND 35 FEET OF HEAD LOSS EVEN IF THE SYSTEM IS 40 GPM OR 65 GPM BECAUSE OF THE LOSS IN THEW ATER VALVE AND THE PRESSURE AT THE NOZZLE NEEDING TO BE 10 PSI FOR MAXIMUM CLEANING DISTANCE . ON A SINGLE PUMPS YSTEM YOU MUST ADD IN THE POOL EQUIPMENT LOSS, ALL PIPE AND FITTING LOSS AND AN EXTRA 15 FEET OF HEAD LOSS ALLOV✓JNG FOR THE PROPER FLOW AT THE NOZZLES WHEN THE FILTER IS DIRTY. On a booster pump cleaning system YOU WILL NOT HA VE TO ADD THE 15 FT. OF HD. FOR A DIRTY PILTER AND NO EQUIPMENT HD LOSS WILL BE ADDED Just the pipe and fittings must be added. JEP1 .5 JEP2.0 ePump Variable Speed Pump ePump Variable Speed Pump ePump Specifications Model No. HP Voltage JEP1.5 0.25-2.2 208-230VAC JEP2.0 0.25-2J 208-230VAC Technical Specifications 11%" ---~ L. .. 9" -I Bolt Holes, Center to Center 1.5 HP 2.0 HP Watts 2.100w 2,300 W ePump'M Variable Speed Pumps 1-------14%" ---------l Front Edge of Union to Center of Bolt Holes " . Replacement Motor Guido.' <:: --~-. ' . ' . Pump Model A.O. Smith/Century JEP2.0 M48A40058 JEP1.5 M48A42058 Pipe Size Carton Weight Overall Length 2½-3" 71,5 lbs, 34¼" 2½-3" 71,5 lbs, 34¼" When installing the pump, leave a minimum of 2 ft. of clearance above the pump for removal of strainer basket . \~( <-.-'.,\ ~ ~~ . .. .. ' \ V ~ ~ • r : ... . . ' ' : " .:: Recommen~ed Mi;,imum,Wire Size For ePump Series Pumps• ,; ' ' \ >':: . ·' ' ,}l_~\t} ';}~~i ,_ 7 ' ) ; C ; \ , AO :j, \, ~ , ,? \ r ' ~ ' Distance from Sub-panel 0-50 Feet 50-100 Feet 100-150 Feet 150-200 Feet Branch Fuse AMPS Voltage Voltage Voltage Voltage Model Class: CC, G, H, J, K, RK, or T 230 VAC 208-230 VAC 208-230 VAC 208-230 VAC 208-230 VAC JEP2.0 20A 12 10 8 6 JEP1.5 20A 12 10 8 6 ,.Assumes three (3) copper conductors in a buried conduit and 3% maximum voltage loss in branch circuit. All National Electrical Code (NEC) and local codes must be followed. Table shows minimum wire size and branch fuse recommendations for typical installation per NEC. · ".odiacPoolSystems.com 120 110 -0 " 100 J: -90 0 .... 80 Q) Q) u. 70 ~ 'O C'CI 60 Q) J: 50 0 E 40 C'CI C: 30 >, C 20 JEP-2.0 HP C'CI 1500 RPM .... {:. 10 JEP-2.0 HP 600 RPM JEP-1.5 HP 600 RPM 0 0 10 20 30 40 50 60 70 111 Zodiac Pool Systems, Inc. SA6219 0611 JEP Performance Curves JEP-1.5 HP /1500 RPM ...,_::...---JEP-2.0 HP, 3450 RPM JEP-1.5 HP, 3450 RPM JEP-1.5 HP, 2400 RPM 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 Flow GPM 'IAC® is a reoistered trademark of Zodiac International. S.A.S.U .. used under license. CS100 CS150 CS200 CS250 CS Cartridge Filter CS Cartridge Filter CS Cartridge Filter CS Cartridge Filter CS Filter Head Loss Curves i B --· i __ '--··f -+--'--I . I ! Design Head Loss 6 (H head) 4 2 0 0 I -T ----1-, I J_·-1---l- I I 30 60 90 CS150 Flow Rate (gpm) CS200 CS250 CS100 www.ZodiacPoolSystems.com ©2011 Zodiac Pool Systems, Inc. SA6259 0611 Technical Specifications 100 Sq. Ft. 150 Sq. Ft. 200 Sq. Ft. 250 Sq. Ft. 3 Design Pressure 2 Drop (psi) 0 120 CS Series Filters ~ 14'/." 3'/: \ ' " / ~~ 1 -' " _, Specifications and Dimensions, CS Series Filters - Model No. CS100 CS150 CS200 CS250 Filter Area 100 fl' 150 ft2 200 ft' 2GO tt 2 Design Flow Rate 1 gpm/ft' .85 gpm/ft2 .625 gpm/lt' .5 gpm/tt2 Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpm Six (6) Hour 36,000 45,000 gal• 45,000 45,000 gal• Capacity gallons 1ons gallons Ions Eight (8) Hour 48,000 60,000 gal-60,000 60,000 gal- Capacity gallons Ions gallons Ions Normal Start Up 6-15 psi 6·15psi 6-15 psi 6-15psi Pressure Max. Working 50 psi 50 psi 50 psi 50 psi Pressure Cartridges 1 Required 1 1 1 ---- Shipping Weight 28 lbs. 28 lbs. 34 lbs. 36 lbs. ---·- Height ('A') 32%'' 323/s" 42½" 42½" ZOD1AO"' is a reqistered irademark ol Zodiac International. S.A.S.U .. used under license. EE1500T EE266DT· EE2000T--263 EE.256oi' ,; .· --·• t,'--'Y>: EE2500T--263 EE2$@f-R .· EE2500T-R263 EE3666T .... . -;., -.. ~-.-_ ... EE3000T-R EE3do6'f,.2e3 ·· · .. ·.,-•,:-·· .,,.-·,:·.~ -- EE3000T-R263 EE3qoOow· Specifications EE1500 EE2000 EE2500 EE3000 1 ecnn1ca1 ::spec1r1cat1ons EE-Ti Heat Pumps ,. 'A' 'G' . ::, " :, " 0 'B' :, --- l ' ff' /A ·c·-' 11.5" " 'D' l ~ 'E' U1i I II 11 I I I IV I 80,000 BTUs, 7,2 COP Heater, 230V/60 Hz, 1 Phase ·, _;:).-~,;,;.:.\i_::;'.;.,.-_,:,.c,:t:.,; .. _ . ..-_.-.. •.::_,,;;,,-;._.~_· _ _. •. ;. !-,,.,,>:'-:,, __ ·,_ ,-•, -.: ·_, , 112,000.BTUs, 6.4 COP Hei:\ter, 230V/60 Hz; 1 Phase .~ .. -,·,0'«,'"•·' ' ... -• -~••,r•:-c·•·•,-,·,· ··.~,.-~•-·' ·· ·,- 112,000 BTUs, 6.4 COP Heater, 230V/60 Hz, 3 Phase ·:--:.·•. '!'¥· ... -,. ;_" -\ .. : -_ '· . ' . ; . ~.-~,;.;.·.es..; •. ,_ '-3 --~ --.. ~ ";;,----~.> -_.,. ,· -~--,~ _ _. __ -·---~-:'' ,_· .•· 1?Jl,0,Q,Q l:JT\Js, -~,4.Q.9rU:l~§l~i.:;~QYl9Dflz;·1 · f:>h{efe -,-" s-:-c ,-r • -, ·• .-"' , c' _,, •. , -.·. --· -· ,-_ ., · -,-. ,_, . ·-• • .. ·• ~ . • · 120,000 BTUs, 6.4 COP Heater, 230V/60 Hz, 3 Phase ., ·, ,._.;·. :_ ... ,-... _.-_ '· --:;:_, ', .. ,_ -. ,, .' \ . .' _·,-,. . ' ,--.·. ,- 129;99.6 i3t(Js, 6.3 J::(:/f. R~y~fse (Heaj/C::06I), 23pV/9D t-Jz, 1 f"hase 120,000 BTUs, 6.3 COP Reverse (Heat/Cool), 230V/60 Hz, 3 Phase ' · ·• Hp:999 ~/us, f 1 ¢Rf 1-i~i,i)ei }~,6y;~b fl~; f F.~([§e . 26" 33" 33" 33' 140,000 BTUs, 6.1 COP Reverse (Heat/Coo/), 230V/60 Hz, 1 Phase '•••-(•~_:.,;. ,;a-; _ _-·••_;_,s,_,--,C."-''••••·•,,.,•••• 0•~~•,,;:_·.,,:;,~c,,._-.-•,,•,_.,> ·'•• ~•• HQ;°Q.qQ. ~TIJs; (1') c;:qp tl~Mer; 2~DV(q◊ f-1;,;:3 f"h~ .. se 140,000 BTUs, 6.1 COP Reverse (Heat/Cool), 230V/60 Hz, 3 Phase EEHJat plJ~p$ Working D@rflo Unit 115V/60Hz, 1 Phase ";:_ • ~ ; •~ • ~ •-O<-•/ •1; ~ >,; '• 1 • S •• •• •/',.,;_ .:>;-{ :-_,.,.,.,,.';';Heat Pu~p:c1e~.ranc!'!s · · ,~-_, /'.'r:t Side Minimum Recommended 31" 7,25" 25" 21" 12' 35" 38" 10.75" 25" 22' 14" 41" of heat clearances for clearances for pump operation serviceability 38" 10.75" 25" 22" 14' 41" Inches cm Inches cm - 42" 10.75" 30" 26" 17" 41" Front 6 15 24 60 Rear 6 15 12 30 ·- Left 6 15 12 30 ---~ Right 6 15 12 30 Top 60 150 60 150 www.ZodiacPoolSystems.com /512018 Poolguard Alarms -pool alarm, door alarm, gate alarm, pool safety, child safety ' HOME1 CONTACT US J BW POOLGUARD j PRODUCT MANUA.LS1 WAAAAHTY REGISTRATION roolguard~ 6i; ~ ' Read Before You Buy Poolguard Alarms: • 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 Poolgyard • Product Manuals • News From Poolguard • Warranty Registration • Model PGRM-2 Installation Video • Model PGRM..SB Installation Video http://www.poolguard.com/inground.asp INGROUND POOL ALARM -MODEL PGRM-2 ~'NSF Certified to ASTM F 2203-08" • Detecs lntruders • Sits on Deck • Battery Powered • Low Battery lndicalor • New Sensing Technology • Easy to Use • Completely Portable • Automatic Reset • Afforoab1e Price • lmpartar,1 Safety Fea!u,e • In House Remote Recerver • Homs are 85 dB at 10 feet ~~,,::;:::::::------::7 POOLGUARD/PBM INDUSTRIES, INC. has been manufacturing pool alarms, door alarms, and gale alarms since 1962. A/I Poolguard products are proudly Made ln the USA. Poolguard Pool AJam1s were tested and 'Top Rated" by Good Housekeeping Maga2ine. Poolguard Pool Ala,ms have been Tested and Certified by NSF International to the ASTM S-ard Safety Specification for Residentjal Pool Alarms, ASTM F 2208-06. POOLGUARD IN GROUND POOL ALARM NSF CERTIFIED TO ASTM F 2208-08 NEW Weatherproof Design NEW Sensing Technology NEW Microprocessor Technology 3 Year Warranty 1 /2 POOL21-0030 b"Wlmmlng Fool Energy Efflck.11cy Cor11f>liance Information HOTE: These Requirements Apply ONLY to 1he FiltraUon Pump ANSl/APsP/ICL-15 20:U flow C"/culallon• . Pool WBler V<Mne ---,--• 380 • __ gpm • tt,lo Is 1he cala/h!led -- Nata: for pods under 13.000 vsJs. lho c:alculated flow rate '!' 36 gpm __,,, .. uraeler =the-~ nite Is lhen, an lwxl!lary IQod on the llllrallon pump? Yeo _ No__ . / w ISO, -.. lhe oaloulsu,d auxrmy flow rate -·-gpm // ,./ Flaw Rale (low •peed) __ gpm@ _ rpm. ,/ . _,./ !,llnlmum suction side pipe sire @ 6 lps __ In. Minimum •~• bmndi pipe s1z.e @ 6 !po _. _In. Minimum mum 51de pipe sire @ 8 lps __ In. Minimum r~d• brand, pipe size @ 8 fps __ bi. / llela,...,,_Sb; // fi f J f J /f-G:EJ Fil!,,f-. !Gl'U;[j □ ~ I0.315) D;.E"t1111 □ !;a,l.--(-15)------. --,,..,.. I ,._,;.; // ,... ... , ........... , P~P. Controls Flllnitlon pump hn no sux loll~ -slandanl time dock __ AHration pump wUh a ry load-tonb'ol mode\ for law gpeed default wlthln 2◄ hr.------~- Heater Model-,,'-----~-------- Gas H-r e ncy raling ~-----_ (No PDot light) Hes! efficiency C.O.P. ------ -ll!Jillied ]lltt I. Dlsla,a ta, pod k> 1"lil> i, feet ANSI 5 & ANSI 7 Co!npllance WGrk Sheet ],y t Ftl:b lio, In-I'<') Ill S. -~lil"'-mPl,)lll 2,.S-ld>R""p,,1lf! ~).,'-'--_t<11,1,e p,, a 11 , , "1--"'"'= , o 'l "°"' w. '-' i>!i ...,,, lt 2:, UPR>= , 11::i c ... ~._ .... doalJ TOM i, ~IF;, 7l-. .2, )- R'a, m,\0/ mil TllH ..l, h ,i ,,..,..,.; I 8. 3: 'il Pump Soledlon •• llotod on CurvRJ' C (cirde one) ni..&.,_, [ vs f·H PI t.S fl-i.,1_] Umctrnurn Fhiw Rate-~ ~h lllnbi,SJdlpo!Rocu,edlnfloo, ~0/lel;: Mah llr,i, c.,,, I / Cl)ecl; .n Iba!•~ (0 ® D D Tafal Head In fl!et~ Chart. lld>iiillanuijl\'IQinlliqe) .. • ,; ' .. 1 .. • . I • • - I . . ti m•r· 11:11 c. H Iii u . ' u D. .&f JU H ~ ~ e Q m m .a at_ 1U lL1 21"1Ulll CIIU a . ., .,. u 111·11.1113·111 &:11,1 Z · U -111 RI CA U ti. DI 11.1 ·a, IIA a, 12.1 a2 JJJI Ju 1U lt.J 1U Ill.I 1t1 II ·,u aJ R.I a, G.11 1U ·au M" lU &i 111 .IJ.1 IZ.f tU laJ aJ :I! Ill &.1 IU. "ltl IU IU. 1U R7 a.I W ,:me: FIEUl lllllWST BE EOl.l\l. 10 DR H!GHER ,w,.,11HE. CAli:tAATB'> 1llH. ~Mm a./ia,e. ST*PYer+;,Wmgn . B'IDH Wabh,a •fUuil- 0 lmll!ioont:Had{IDHl ~iinv-n•-cab. Allnreg,kedblm•• waibl..i&-oabl,ia,,_ D MuilUJlfb,9!M:: ar 1!Jo ,,.. a re~ Pll1l;l owner ... tu-h;fu 4,aG.,. ~':,,ctll<; POOL21-0030 3'0'' r t!J R.EBAR,@1r D.C. POTHWA"(O"CONr■ 1THROUGHO WALl..31\NDMOR DEEP POQLS wrrn llflJTii 0Fl'DR OR1:ATER fl 3 REBMTQ 8EPUCEDATltVl!ll11CAL DAR::! BEGJNJlftlB Kr 4'DEP111 AtilD ~D1Jll1 7! "80VE:AftnBEl.OWCQVES. Al.SO J!XTENDlfHi II' J!,SOVEAHD am.ow tulOR ·- TOPOFDECIC 6"Xl5" WA'n!RL»IE TaE I 1 I I I I I ~ I I I I I ,1..·~ MUI. :l&OQ P.B.l. CCIICMTE FLOOR .a:NDWAU.s 6' 1-IIJ REBAft BEAM POOL21-0030 Pools by John Clarkson an aquatech" builder City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Prepared by: C 1' hd, · G.-o,. ~ '/ Phone: 904-223-4050 Signature: CJ'n ~ C ~ Date: /) -)-)--,). ) Applicable Codes: FBC 7th Edition Florida Building Code 2017 NEC Current JB LDC Occupancy Class: R-3 , Type of Construction V-B Page 1: Survey Page 2: Pool Plan Page 3: Steel Page 4: APSP Page 5: MDX Page 6: SDX Page 7: Hydraulics Page 8: Type of Pump Page 9: Type of Filter Page 10: Type of Heater (if any) Page 11 : Alarms State Certified License: CPC License # 009595 & # 1457425 & # 1459376 CBC License # 1263 546 Contact: Lawrence Rahim 904-923-1305 Home Owner Information: Name: .J o.s~~)., , JJ...ery l rt ev ,'J Address: /.l..S L,·...,Jt,r ;~L .D..-. ,4 + I Odlti • c.. e t. °'" ob E 1..-~ :>:). > 3 J Pools by John Clarkson • 600 St. Johns Bluff Road N, Jacksonville, FL 32225 www.PBJC.com • Phone 904-223-4050 • Fax 904-223-0735 License#: CPC 009595 • CPC 1457425 • CPC1459376 • CBC1263546 D Permit Application □ Proof of Property Ownership City of Atlantic Beach Swimming Pool Permit Checklist D Recorded Notice of Commencement D Boundary Survey □ Tree Removal Application □ Plans and Specifications D Engineered Pool Steel Drawings D Contractors Information 0 DEP Permit 0 Variance Approval Letter Permit Application: 1 . In "description " box, indicate type of work being performed (i.e. "swimming pool", "above ground pool , etc.") 2. Application must be signed and notarized by the poo~ contractor and property owner. Proof of Property Ownership: If the current owner is officially listed as owner with the Property Appraiser, only a photo 1.0. is required. tf the current owner is not listed, a copy of the Recorded Warranty Deed must be provided. Contractor Information: Building contractors must provide a current copy of the following: -Florida State Contractors license -General Liability insurance -Workman's Compensation -Duval County or Atlantic Beach Business Tax Receipt (Occupational License) ... The hiring of a contractor is not required if the property owner is building the swimming pool for his own use and , submits an Owner-Builder affidavit when applying for the pool permit. Recorded Notice of Commencement: If value of proposed work (value = replacement cost) exceeds $2,500, a recorded N.O.C. (Notice of Commencement) must be submitted with application. The County Clerk has a satellite office located at 1543 Atlantic Blvd. in Neptune Beach. POOL21-0030 EXISTING WOOD DECK TO BE REMOVED BY -----OTHERS PRIOR TO POOL CONSTRUCTION -MAX 36" EXPOSED -10" THICK WALL/BEAM -STUCCO INC. -DBL MAT (#4) 12" O.C.E.W INTO POOL COVE -28" TRAVERTINE PAVER COPING -24" SEE ATTACHED NOTICE LU z .... _J ~ LU a.. ~ a.. -18" , r BENCH 13" O" ~@TOP OF LANAI COVERED LANAI NOT INCLUDED I II I \ I \ , ' , .. _,, ........ - -VSSHP165AUT -cs 250 -PLC700 -JE2500T MDX W/SDX • 5'-0" DEEP BENCH . ~BONDING GRID -OPTION "C" __,, • ✓-· # 8 BARE COPPER CONDUIT • -1 6 " :I I -8" -SHOOT WITH SHELL ._._ ___ SKIMMER #1 -DRAINLINE LU z ::l ~ UJ a.. ~ a.. -3 WAY & CHECK VALVE FOR HEAT PUMP BY PASS J-BOX PURELINK -H/O TO PROVIDE POWER TO P/E - 3 WAY & CHECK VALVE FOR BYPASS -6614-AP-L PURELINK -PDA-P4 -PX 100W TRANSFORMER -3 PORT J-BOX -(2) JLU4C 24W 100' L TS H/O TO REMOVE & REPLACE PORTION ----+-------~-OF EXISTING FENCE FOR ACCESS Hydraulics t ACCESS (STAKE OUT BOTH SIDES) NOT INCLUDED PUMP #1: MDX-R3 & SDX ON SIDE ~ BENCHMARK 0" TOP OF COP I NG -1 1/4" TOP OF TILE Branch Line: 3" Trunk Line: 2.S" Return Line: 2" -1 3/4" TOP OF POO L BEAM Skimmers : 1 Jandy Pump: VSFHP165AUT Jandy Filter: CS 250 Heater: JE25 00T Mi nimum TDH : N48' ~1* Maximum Flow: 82 GPM's N SCALE:1/8"=1 '-0" Company Info Address : 600 St. Johns Bluff Rd. N. City: Jackson ville State/Zip: Fl / 32225 Phone#: 904.223.4050 Fax #: 904.223 .0735 E-mail: Info@pbjc.com License #: CPC 009595 & 1457425 & 1459376 & CBC 1263546 Customer Info Client Name: Re vis Residence Job#: .:!28~5::!.5 ________ _ Address: 1259 Linkside Drive Zip: 32233 Neighborhood: Atlantic Beach Builder : Residen tial Project Manager: =E"-"ric::..__ ____ _ Des igner Name: !..!Ru~s~s _____ _ Specs Pool Perimeter: ~59::...' ______ _ Pool Area: ..:..:16::.::8c..:.ft2 _______ _ Spa Perimeter: !.!N:!.!:/A!.,__ _____ _ Spa Area: !.!N!.!../A!.,__ ______ _ Gallons: 4 ,326 gallons LST: 11 GPMs HS T: 18 GPMs Deck Area: !.!N!.!../A:....._ ______ _ Lanai Are a : .:..:N:..:...IA,.__ ______ _ Fo oter: !.!:N/~A:....._ _______ _ Dist to P/E : ~38:!....' _______ _ Safety SAFETY 1: Existing Fe nce SAFETY 2: PGRM-2 Pool Guard Alarm Notes Notes: -Drainline from Ski mmer #1 RE : RE : RE : RE: RE: -Maintain min . 1" step down from all doors & stucco siding bands -H/O to provide power to p/e -Stake out access on both sides Revision Date : Date: Date: Date: Date: Pools by John Oarkson an aquatech• buil der Gen. Plan --SHOOT SKIMMER IN BEAM #3@ 12"0.C. EA. WAY -(#4)@ 8" O.C.E.W -LAP 25" INTO POOL WALL (#4)@ 10" O.C.E.W Skimmer Detail Scnle: N. T.S. DBL MAT #4@ 12"0.C. EA . WAY POOL 18" MIN . LAP 0 0 ~I MAX. 36" Ex osed Pool Wall Scale: N. T.S. Address: 600 St. Johns Bluff Rd. N. City: Jacksonville State/Zip: Fl / 32225 Phone #: 904.223.4050 Fax#: 904.223.0735 E-mail : Info@pbjc.com License#: CPC 009595 & 1457425 & 1459376 & CBC 1263546 Customer Info Client Name: Revis Residence Job#: =-28~5~5~--------- Addres s: 1259 Linkside Drive Z ip : 32233 Neighborhood: A tlantic Beach Builder: Residential Project Manager: .:::E::.:ri.,,_c ______ _ Designer Name: !.:!R.,,_us:!,s!_ _____ _ Specs Pool Perimeter: .,,_59:::..' _______ _ Pool Area : ...:.16::::8:.:.ft::..' ________ _ Spa Perimeter: .:cN::..:/A..,__ ______ _ Spa Area: :..:N::..:IA..:...._ ________ _ Gallons: 4,326 gallons LST: 11 GPMs HST: 18 GPMs Deck Area: :..:N::..:IA..:...._ _______ _ Lanai Area: .:_;N::..:IA..,__ _______ _ Footer: :..:N::..:/A~---------- Dist to PI E : ::!:38~·--------- Safety SAFETY 1: E xisting Fence SAFETY 2 : PGRM-2 Pool Guard Alarm Notes Notes: -Drainline from Skimmer #1 -Maintain min. 1" step down from all doors & stucco siding bands -H/0 to provide power to p/e -Stake out access on both sides Revision RE : _____ Date: ____ _ RE : Date: ____ _ RE: Date:----- RE: Date:----- RE: Date: ____ _ Pools by John Clarkson an a q uat ech• builder Detail Page A-2 w z :l ~ w a.. 0 c::: a.. t POND J 20' ~ ~\\';;J ')'--7' 2 "-------y, J 'f:--7'·--~s·-l ¥------5' °' t,; \O~CRITTCAL DIM. M rr, -$-@ TOP OF LANAI COVERED LANAI NOT INCLUDED I I\ I \ I \ , \ , .. -_,,,, '~ - OVERALL DIM: 9'-0" x 20'-0" w z ..... ~ ~ UJ a.. ~ a.. 3'-0" x 4'-0" PAD Hydraulics PUMP #1: MDX·R3 & SDX ON SIDE Branch Line : 3" Trunk Lin e: 2.5" Return Line: 2" Skimmers : -$-BENCHMARK 0" TOP OF COPING -1 1/4" TOP OF TILE -1 3/4" TOP OF POOL BEAM Jandy Pump: VSFHP165AUT Jandy Filter: CS 250 Heater: JE2500T Minimum TDH : ~48' -• Maximum Row : 82 GPM's N SCALE :1/8"=1'·0" Company Info Address: 600 St. Johns Bluff Rd . N. City: Jacksonville State/Zi p: Fl / 32225 Phone#: 904.223.4050 Fax #: 904.223.0735 E-mail: Info@pbjc.com Li cense#: CPC 009595 & 1457425 & 1459376 & CBC 1263546 Customer Info C lient Name: Revis Residence Job#: =-28'""5 __ 5'------------ Address: 1259 Linkside Drive Zip: 32233 Neighborhood: Atlantic Beach Builder: Residential Project Manager: ~E_ric ______ _ Designer Name: '-R=u-=-ss"'-------- Specs Pool Perimeter: ~5~9• _______ _ Pool Area : 168ft2 ----------- Spa Perimeter: .:..;N::..:./A-=---------- Spa Area: ~N~/A-=------------ Gallons: 4,326 gallons L ST: 11 GPMs HST: 18 GPMs Deck Area : ~N~/A-=----------- La nai Area : .:..;N::..:./A-=----------- Footer: '"'N'"'/A-=------------- Dist to PI E: =38"'"'--------- Safety SAFETY 1: Existing Fence SAFETY 2 : PGRM-2 Pool Guard Alarm Notes Notes: -Drain line f rom Skimmer #1 RE : RE: RE: RE: RE: • Maintain min. 1" step down f rom all doors & stucco siding bands -H/0 to provide power to p/e -Stake o ut access on both sides Revision Date: Date: Date: Date: Date: Pools by John Oarkson an aquatech" b u ilder Layout Plan