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Permit Pool 1751 Beach Ave 2012 x� CITY OF ATLANTIC BEACH s> 800 SEMINOLE ROAD s .w ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 12-00001452 Date 10/16/12 Property Address . . . . . . 1751 BEACH AVE Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 41300 ---------------------------------------------------------------------------- Application desc new pool ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GLENN GORDON S & DUNHAM CHRIS POOLS BY JOHN CLARKSON, INC. 1751 BEACH AVE 600 ST JOHNS BLUFF RD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 223-4050 ---------------------------------------------------------------------------- Permit . . . . . . SWIMMING POOL Additional desc . . Permit Fee . . . . 260 . 00 Plan Check Fee 130 . 00 Issue Date . . . . Valuation . . . . 41300 Expiration Date . . 4/14/13 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . POOL - Wellpoint (if used) must discharge into vegetated area 10 ' minimum from street or drainage feature (swale, structure or lagoon) . Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 3 . 90 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV PRE APP > 3 HRS 25 . 00 STATE DBPR SURCHARGE 3 . 90 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due PERMIT-IS-,rRPROVE0-ON V+N+AWCORDANCE-`Tftt7kI✓L--CITVOF-ATt7YN1I'IC-BEACHORMNANUESANITTITE-FLOWDA- BUILOING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ;;> W :►; ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number 12-00001452 Date 10/16/12 Permit Fee Total 260 . 00 260 . 00 . 00 . 00 Plan Check Total 130 . 00 130 . 00 . 00 . 00 Other Fee Total 82 . 80 82 . 80 . 00 . 00 Grand Total 472 . 80 472 . 80 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ? TOTICE OF COMMENCEMENT a UPFI State o ... Tax Folio No. Coun To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of propertybeing improved: l 74- T46-41, Address of property being improved: Vtf l �Z?q14AtJW JG An+y li G PCOC4 .{=c. General description of improvements:: .5w ti mm j,, - Pva Owner: ir-L�IJ t.i Address: J��a.�� ✓G. /- � 6= y�;4 r Owner's interest in site of the improvement: L'2&ZA-e-.Z Fee Simple Titleholder(if othAer than orwner): Name: Contractor: -30 144 5a,� Mw cyifth.-� Address: bfP si_WC, P pPAo ^Lof 4 Telephone No.: Ioq ZZ?,�u5D Fax No: `cIY LL1i o33� \ Surety(if any) Address: Amount of Bond$ Telephone.No: Fax No: Name'an -° ddress of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues- (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): TRIS SPACE FOR RECO&DER'S USE ONLY OWNER Signed: Date: /�) I�Z- Before me this Q,7 day of a`�e v�J/'y in the Coun of Du al,State Doc#2012216862,OR BK 16093 Page 254, Of Florida,has personally appeared GDr cil S. 61 Number Pages: 1 Notary Public at Large,State of Florida,County of Duval. Recorded 10104/2012 at 12:01 PM, My commission expires: JIM FULLER CLERK CIRCUIT COURT DUVAL personally Known: COUNTY Produced Identification: ° El, ENtRECORDING$10.00e of El,ids nsonE 827455L6 Page 1 of 1 Joel Hartman From: GARY GRIDER [grid erconstructioninc @ yahoo.com] Sent: Monday, October 01, 2012 12:22 PM To eel- 4mact-.—__ _.___ Subject: permit number is Ga Grider FILE COPY Grider Construction Inc. 2057 Vela Norte Cir. Atlantic Beach, Fl 32233 Fax 904-246-1082 Cell 904-463- 06 T 644 12 - 22, �z - 5V � f��r�Jv a'J PtAr►� fb^1© APePo v� �c� �� �-oM P�U� ��t� 10/1/2012 FLORIDA DEPARTMENT OF ENVIRONMENTAL, PROTECTIO N Bureau of Beaches and Coastal Systems f RIDA 3900 Commonwealth Blvd., Mail Station 300 Tallahassee, Florida 32399-3000 Telephone(850)488-7708 NOTICE TO PRO EED Permittee Name: . mit Nungr: DU-436 'E Gordon S. Glenn and Christine Durham FIL VOPY mit Expires: March 6, 2015 C/o Kevin Partel, President Coastal Consulting & Restoration, PA i 4230 Myrtle Street St. Augustine, Florida 32084 You are hereby granted final authorization to proceed with construction or activities authorized by this notice. Authorized work must conform to the project description, approved plans, all the conditions of Chapter 62B-33, Florida Administrative Code, any preconstruction requirements, and all permit conditions. Project Description: Construction of a three-story, single-family dwelling, a landward, two-story garage and second-story apartment, a swimming pool/spa, other structures/activities,excavation, and till placement. Project Location: Between approximately 104 feet and 154 feet north of the Department of Environmental Protection's reference monument R-45, in Duval County. Project .Address: 1751 Beach Avenue, Atlantic Beach. Special;Instructions: A preconstruction conference is'required. The permittee shall comply with all permit conditions. Questions rear g this notice should be directed to the undersigned at the above address. Valerie Jones, Permit ManagOr ate VJ/dw °t cc: Permit File Permit Information Center 7 Trey Hatch, Field Inspector Gordon S. Glenn and Christine Durham, Property Owner City of Atlantic Beach, Building Official Post Conspicuously on the Site DEP Form 73-131 (Updated 2/06) f. >0 rim. City of Atlantic BeachAPPLI CATION NUMBER Building Department r. Y (To be assigned by the Building Department) r 800 Seminole Road Atlantic Beach, Florida 32233-5444�t5�� r / 7 z- Phone(904)247-5826 - Fax(9(*y'247-5845 `' 2012 �u,•l�'' E-mail: building-dept@coab_us Date routed: Z- City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: / 7 / /�f l( C�/r1 AIL Department review required Yes No Applicant: �iCi l5 t y annng 8 Zorn Tree Administrator Project: (public Work lic Utilitie Public Safety 11 Fire Services Review fee Dept Signature /f-L Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: AP PLICATION STATUS Reviewing Department First Review: [:]Denied.(Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Dater L y - TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07127110 City of Atlantic Beach APPLICATION NUMBER z � Building Department (To be assigned by the Building Department.) r 800 Seminole Road Atlantic Beach, Florida 32233-5445 /Z — tl�L Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: �� Z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �.� �f G{ C' IlYL Deartment review required Ye No Eka Idi Applicant: P66 l5 RU —J-2P &,7-ir fanning&Zorn /�— Tree Administrator Project: 6 b (, ublic Work is Utilitie Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: roved. [-]Denied. (Circle one.) Comments: BUILDIN PLANNING&ZONING Reviewed by: Date .S'/Z- TREE ADMIN. Second Review: ❑Approved as revised. nDenieW PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07127110 City of Atlantic Beach ` k APPLICATION NUMBER Building Department , . . (To be assigned by the Building Department.) 800 Seminole Road , = 7 > ,f . =. Atlantic Beach, Florida 32233-5445 ' � / Z 7 6 7 Phone(904)247-5826 - Fax(904)247-5845 t E-mail: building-dept(Mcoab_us I Date routed: 2- City web-site: http://www.coab.us f APPLICATION REVIEW AND TRACKING FORM Property Address: t / �f l( �`/� / � Department review required Yes No ,— 'Idi' Applicant: eie'�S —T r � ..1 �� f�i�� � anning&Zoni Tree dministrator Project: G 6 ublicWork Lblic Utilitig Public Safety Fire Services Review fee $ Dept Signature zi Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date: TREE ADMIN. Second Review: DApproved as revised. ❑Denied. WORK Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: (Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07127190 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department) 800 Seminole RoadJZ _ J,f� Atlantic Beach, Florida 32233-5445 '7 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@?coab.us Date routed: le ZW 2- City web-site: http://www.00ab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �7 / �f l( C`/� �� Department review required Yes No 'Idi Applicant: �5 1-/Sy r- �� ����d7 ? anning&Zon-ina Tree dministrator Project: ublic Work (Public Utiliti Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receiptof Permit Verified By Date Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: roved. [—]Denied. 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E a a o o fE m c o, n o COco to N 5 w u.. vt Sri g m O O C '5, �. LL U- S Specifications and Dimensions for Jandy WFTR Pumps WFTR Pump Specifications Model No. GPM Voltage Amps .Pipe Size Carton Weight Overall Length`A' WFTR80 80 GPM 230/115 5.4/10.8 1Yi-2" 40.6 291/4" WFTR120 120 GPM 230/115 8.0/16 2-2Y2" 42.6 291/4" WFTR160 160 GPM 230 11.5 21/x" 48.6 30" When installing the pump, leave a minimum of 2 ft.of clearance above the pump for removal of strainer basket. 'A' r.. 137/3" a - �Y 141/8" x 0 87/8" 87/e" o AS I� 9" Bolt Holes, Front Edge of Union to Center to Center Center of Bolt Holes WFTR Pump Curves n 120 i 110 1 100 O S LL 90 O 80 r w w 70SLL r u 1 ' ._;..._ x 60 w T .L 50 ! z wFrR1 so C) 30 J 20 WFTR120 W FTR80 10 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 FLOW GPM t� 2010 Catalog 32° Channel Drain Flat Grate AntkEntrapment • ' Spool ploduc�� uction outlet Cover and Three-Port Sofe D!E Manufactured Sump VGB Series The AquaStar line of suction outlet covers, compliant with the new Virginia Graeme-Baker Pool and Spa Safety Act(ASME/ANSI A112.19.8a 2 Product Specification Sheet 008) M-y rt' RW*' `tw 1�� *. ..._".: `},...:r S s "s�n r Features The Unblockable!TM �, ��.. A single,unbiockable suction outlet that l V, g g -. exceeds the new VGB mandate and ASME/ u = i ANSI A112.19.8a-2008 standard T For single or multiple drain use(see installation instructions for plumbing, i hydrostatic valve/drain pipe and l single or multi-pump connections) l Single :=z:.,'�•'`x•`�R Floor:316 GPM at 3.9 fps Wall:208 GPM at 2.6 fps # ¢ a b ? s i Floor/wall:122 GPM at 1.5 fps. ' l 25.9 square inch opening l 3 i #316 stainless steel screws = 3 Manufactured from superior uv.-resistnt engineered polymers 3 Three ports:.bottom 21le OD 2"1S/S,instde 2 threaded FPT; two-2 threaded luSs:.includd' p '.. ; Meets ar exceeds NSF 50/ASME/ANSI "-�� �,� AY1 ,1�8a 2048 natiorrelstat�dagds � n a�dASTIVlG154tJVt25f(hg �• �, iJey✓;orar�ge di�po§ableplastic�are=gur��te� -ti�;�t , �r _� 3 plasteE insect keeps de�bttsho t as�welt g a�refainssumpshdpe.dur(rrAll. plxasgs o.1.consk V..Gii4.!rp.... �;•L•'isted wtfhUaPM'0 RBaT ; 4.p With sump(concrete pools) 4 6 , Part#32CDFLxxx Two Drains in One' . .,,_...,...�.�.. .mow... �.�.a�..,ti....�.���.W..._�-.m.�._.__........,..._......---------- -.._.....v...,..,.._..-....___..._.-,..�_.....w,.,.,W.,..M.._..e._,.,.-_..w...Y......,......__....,..M..-._,.._..._..-.,....�.._a 5 Part Numbers / Colors 32-19/32 a 5/1s 2 a ❑ 32CDFL101 White* i 3-27132 5 4 ri rr ® 32CDFL102 Black* a; 32CDFL103 Lt.Gray* 3 r r r 32CDFL104 Blue* p a 32DFL105`Dk:Gray* l 4-11/32 t a 32CDFL106 Bone* 10 10_— t iYA 32CDFL10TTaupe* i a I 2-1/2"spigot x 2"socket x 2"NPT 32l 1)1`L108.Tan* Also.available as sump only 1.32"three-port manufactured sump bucket p/n;32CDSBxxx4percase. 2.32'channel drain,cover,flat I vG4Q£7l" CI:(:.: ` 3.2"NPT plug,city 2 0.. .. 4.32"channel drain, plaster shield ! i 5.#10 x 3/4"flat head Phillips type-a screw, 316 ss, qty 16 ��'Df°.,TS� •r-., �,r +�ns;�.�=`•+�r•,'t ""i�^-&_.aW� ��:,o,:� - :"Tx"r:.., -�,'-..�- .'^�^.h- - �, g. - R Fs."y.. 3'u �'"i,�` � �.�a�..:�'��yr�'r�, -sG�"1 '�y�. � d"..,{a'"'�,��'�' X`r�#a.�'�p,,..s'�'^�c �Cv'fi.�;.� �.*rx•.,� '.§�.. `�'.*�..sx--'_..�.:.t.�.a,..r_ .71�..'Y..:., .c..._._.`-3.c,__vi�S�;.a��•.•_.�.:._���z3ah,. 33�''";�i... P877-768-2717 F877-276-POOL P Outside the US:+1-949-459-1202 info@aquastarpoolproducts.com www.aquastarpoo[products.coni M A P O F S U . ga LOT 31, NORTH ATLANTIC BEACH — UNIT No. 1 — R—C—B—S $m PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RECORD EXCEPTING THEREFROM ANY LANDS LYING EASTERLY OF THE E € C-CTUWFY AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A & GGNOQTE' MME FltAYE BRED TWO STORY MASONRY k $� a FRAME 106.9' Q GARAGE 1D1.6' m i5 ARARiNENT CRETE wAEK TWO STORY a Q BRICK LOT 32�A •�. RESIDENCE Na.1755 -1.0 21858.12 CDA.SiAI IXINSiRUCTDNFRAME CASTING W3as 174 WNIROL LaE - - - 1r (s32'u' -a'1)ft00M - APPAo S8 '35'12"E ' $ fTl Irc R - -- '" '• LOT 311 b�C WORTHING INz 9sss6.lo EASRNG 374M995 Sao 2e• 2a.os73 e6;i LOT 30 TWO STORY FRAME TWO STORY E. AND MASONRY FRAME 66 GARAGE RESIDENCE No.1745 ^4 9p.3' V'r e TWD STgt& ixAME -DAR A. 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I I PWNe3 WSt`JE ro $RCTMeAL celre53elNe 3r9xr3 .Es•<•r Epee aP eNCLoseo sTWucTUWe Axr�•ro ®se oP eueAee or K fld'-p•TO 3GAVlMD�E OP BILLG'�STAIGT�R! aa•-w•ro 3ewwm mse a POOL ecAvwnaN tlOD'-3'ro 3EAraAIND 6K rX GA4nu.evB®GNLONY tlM40'ro 6EFraAIO mtle Q GONG.eWeMc-ARMY CEOK tl]]4•ro YM4AIO!Ltl!Q PILL • APPROXIMATE j PROPERTY LINE APPROXIMATE 5' B.R.L. SEE ATTACHED NOTICE: BONDING GRID -OPTION"C # 8 BARE COPPER CONDUIT POOL DECK BY OTHERS I POOL LIGHT PER DE %------------------------------ 28' 3'_0" DEEP 11'� PCC 2000 POOL EQUIPMENT 18" DEEP BENCH 5'-0" SLOT OVERFLOW GUTTER SYSTEM -6' x6' SPA -SPA 1" HEIGHT ABOVE WATER LEVEL !� -MOSAIC TILE SPILLWAY - -SPA HEIGHT 1" ABOVE WATER LEVEL -(6)THERAPY JETS -(2) SDXS -SPA LIGHT PER DEP ❑ SPA OVERFLOW TROUGH _ I JO I I I I a J + 1 ........... - ............ -j L ® /L LZa 7'/=" STEP I NOTE: CHIP DOWN THIS j EXISTIG I PILE 13" I I EL. +15.60' NAVD I TOP OF PI16"d x 12"w GRADE 1 I BEAM w/3-#5 TOP AND IPC - -_, I 3-#5 BOTTOM w/#3 STIRRUPS O 12" O.C. O 10"02" o _ I _ 12"x12" ---- I tall' 9'-7" N I CONCRETE i J CONCRETE II' �� m I I I COLUMN in 'm COLUMN .n I Is, 1 n r5'-7" 4'-0" I I °ems + I I __7 SEAT ao I 1 s __ 12"x12" +1 .70' NAVD f EL. 13.10' N VD/ 1 �+ j 1 " I CONCRETE 1 I I TOP 0 PILE TOP OF ILEI i HOT o I I COLUMN I I i C I" NC + 0 TUB 1 m eo I I ro io 5'-1" '-0" — 12" I 1 CO 0 n n ""''• I - - 01 I E. +12.10' NAVD I I C I I T P OF PILE I 1 EL. +01j.70' NAVD j ------- SEAT m I I I I TOP PILE BD 16"d x 12'w GRADE I I I I BEAM w/ -#5 TOP AND __� - 1E 3-#5 BOTT M w/ #3 STIRR PS 12" O.C. 2_4 Jo BEAM w Lw All a> 3-h a 22'-6" 10 2'-0" STI WALL 29'-11" PILE 2'-5" 5'-1" I 11'-3" - -I 6'-01/2" I 6'-01/2" I• PILE LAYOUT �} LAYOUT POOL AND AUGERCAST PILE LAYOUT PLAN SCALE: 3/8" = 1'-0" INDICATES 16"0 AUGERCAST NOTE: INSTALL BOTTOM OF + I CONCRETE PILE. TOP OF ALL 16"0 AUGERCAST POOL PILE EL.+ VARIES NAVD PILING AT EL. -15.00' NAVD (6pcs TOTAL) 10 11'-0" V-4" 6"wide SPA OVERFLOW WATERWALL TROUGH TROUGH WALL WALL 1'/z" x 12" ARTISTIC V-6" 9'-6" 1'/z" ARTISTIC PAVER 1'/2" x 12" ARTISTIC BULLNOSE AS PER POOL BENCH CAP AS PER POOL BULLNOSE AS PER POOL MANUFACTURER MANUFACTURER MANUFACTURER INTEGRAL GUTTER, 8" CMU OPEN BOTTOM LINTEL INTEGRAL GUTTER, 6 SEE DETAIL 5/S-58 EL. +16.60' NAVD BLOCK AT TOP COURSE w/ SEE DETAIL 5/S-58 TOP OF POOL BULLNOSE 2-#5 CONTINUOUS #5 TOP DOWEL AT WATER LEVEL ADD 4x2'-8" O 12" O.C. #5 TOP DOWEL O 12" O.C. # O 12" O.C. 6" STRUCTURAL EL. +18.60' NAVD ADD 2-#5 CONTINUOUS 6" STRUCTURAL CONCRETE SLAB AT THIS LOCATION CONCRETE SLAB SLOPE SLOPEAA WATER LINE BUILD UP PERIMETER w/EXCAVATED EXISTING 0� m '= ' SAND FILL >� r 16" CONCRETE POOL WATER #5 O 12" O.C. o #5 O 12" O.C. TEMPERATURE REINFORCING 1'-0• I WALL w/#4 REINFORCING TEMPERATURE REINFORCING ? O 12. O.C. EACH FACE, CONSTRUCTION JOINT 1114 CONSTRUCTION JOINTYLAP EACH WAY #5 BOTTOM DOWEL #5 BOTTOM DOWEL ADD 2-#5 CONTINUOUS 1 A 12" O.C. O 12" O.C. AT BOTTOM OF WALL 3-#4 AROUND SPA (3 LOCATIONS) __ EL. +14.50' NAVD PILE CAP AND TOP OF POOL PILE GRADE BEAM BEYOND EL. +13.10' NAVD EL. +1 .93' AVD TOP OF SPA PILE BEND OVER 6-#5 VERTICAL BOTTO OF POOLIV 8" CONCRETE POOL SLAB REINFORCING FROM AUGERCAST LA6w/ #4 REINFORCING 2'-6"x2'-6" PILE CAP CONCRETE PILE INTO O 12" O.C. TOP AND BEND OVER 6-#5 VERTICAL MONOLITHIC POOL SHELL BOTTOM, EACH WAY REINFORCING FROM AUGERCAST �! 16"0 AUGERCAST PILE CONCRETE PILE INTO w/6-#5 x 30'-0" LONG MONOLITHIC SPA SHELL w/#3 TIES O 12" O.C. 16"0 AUGERCAST PILE w/6-#5 x 28'-0"LONG CROSS SECTION AT POOL BENCH w/#3 TIES O 12. O.C. SECTION -5 SCALE: 3/8" = 1'-0" r 10" 7'-6" 1,-4., WATERWALL TROUGH F i WAL WALL 1'/z" ARTISTIC PAVER 1/ x 1z" ARnsnc 1'-6" 6--0" BULLNOSE AS PER POOLBENCH CAP AS PER POOL 1'/2" ARTISTIC PAVER MANUFACTURER EL. +16.60' NAVD MANUFACTURER CAP AS PER POOL INTEGRAL GUTTER, TOP OF POOL BULLNOSE B" CMU OPEN BOTTOM LINTEL MANUFACTURER 16" SEE DETAIL 5/5-58 AT WATER LEVEL BLOCK AT TOP COURSE w/ 8" CMU OPEN BOTTOM LINTEL wA" EL. +18.60' NA 2–#5 CONTINUOUS BLOCK AT TOP COURSE w/ ` #5 TOP DOWEL ADD #4x2'-8" 0 12" O.C. 2–#5 CONTINUOUS ®12" O.C. ADD 2–#5 CONTINUOUS ADD 2–#5 CONTINUOUS 6" STRUCTURAL AT THIS LOCATION AT THIS LOCATION CONCRETE SLAB r I '. WATER LINE-I BUILD UP PERIMETER iu SLOPE SLOPE N BUILD UP PERIMETER OF DECK WITH EXCAVATED EXISTING EXCAVATED EXISTING w/ SAND FILL 77 j I = SAND FILL i SEA 16" CONCRETE POOL WATER / /' #5 0 12" O.C. I {1 16" CONCRETE POOL WATER WALL w/#4 REINFORCING TEMPERATURE REINFORCING of WALL w/ #4 REINFORCING 0 12" O.C. EACH FACE, 1'-6" CONSTRUCTION JOINT .n 0 12" O.C. EACH FACE, EACH WAY #5 BOTTOM DOWEL ADD # �.�0„ EACH WAY 2– 5 CONTINUOUS 0 12" O.C. IL,–P ADD 2–#5 CONTINUOUS AT BOTTOM OF WALL EL. +14.50' NAVD–,-6.— AT BOTTOM OF WALL B" CONCRETE SPA SLAB TOP OF POOL PILE ': PILE CAP AND #4 REINFORCING 0 12 12" O.C. EACH WAY 5–#5x10'-0" long direction GRADE BEAM BEYOND AND 11–#5x2'-0" 0 12" O.C. 8" CONCRETE POOL SLAB 3–#5 EACH WAY ABOVE PILE short direction. DEEP w/ #4 REINFORCING BEND OVER 6–#5 VERTICAL WELL 0 12" O.C. TOP AND REINFORCING FROM AUGERCAST DRAIN BOTTOM, EACH WAY CONCRETE PILE INTO MONOLITHIC POOL SHELL EL. +13.60' NAVD 16"0 AUGERCAST PILE–//' ILE BOTTOM OF POOL w/ 6–#5 x 30'-0" LONG 1 w/ #3 TIES 0 12" O.C. I CROSS SECTION AT DEEP WELL CROSS SECTION �,S-5V SCALE: 3/8" = 1'-0" 5 2B" 75p. 1'/2" x 12" ARTISTIC BULLNOSE AS PER POOL MANUFACTURER EL.TOP+18.60' NAVD TOP OF POOL BULLNOSE INTEGRAL GUTTER, AT WATER LEVEL #5 TOP BAR SEE DETAIL 5/S-50 0 12" O.C. #5 TOP DOWEL 10" 1'-6" 1'-0" 1'-0" 6" STRUCTURAL 0 12" O.C. WALL STEP STEP STEP EL. +18.60' NAVD INTEGRAL GUTTER CONCRETE SLAB SLOPE SLOPE WATER LINE #5 TOP BAR #5 TOP DOWEL 10 .:,.... 0 12" O.C. 0 12" O.C. �O STEP 6" STRUCTURAL CONCRETE SLAB STEP #5 BOTTOM CONSTRUCTION JOINT 0 12" O C w/ 2"x4" CONTINUOUS KEYWAY, CENTERED STEP #5 0 12" O.C. #5 BOTTOM DOWEL TEMPERATURE REINFORCING 0 12" O.C. #5 BOTTOM 0 12" O.C. EXTEND #4 0 12" O.C. EACH #5 0 12" O.C. CONSTRUCTION FACE, EACH WAY, INTO UPPER TEMPERATURE REINFORCING JOINT w/2"x4" INTEGRAL CONCRETE CURB/SLAB io CONTINUOUS KEYWAY, MONOLITHIC CONCRETE STEPS w/ 1'–O" CENTERED #4 REINFORCING 0 12" O.C., LAP #5 BOTTOM DOWEL EACH WAY, EACH FACE 0 12" O.C. 8" CONCRETE POOL SLAB w/ EXTEND #4 0 12" O.C. EACH #4 REINFORCING 0 12' O.C. TOP FACE, EACH WAY, INTO UPPER AND BOTTOM, EACH WAY 40,J INTEGRAL CONCRETE CURB/SLAB 28" CROSS SECTION THROUGH STEPS s4• zs" INTEGRAL GUTTEI (2:) SECTION #5 BOTTOM DOWEL S SCALE: 3/4" = 1'-0" LOT �t 1� V E 1 LTw HGISE FOOTPRINT(IMPEIeVI0U5).MID 5F. �� •� i a 6ARADE tOOTPRINT(IFIPERVIGn)•9S2 DF. � � i a� y 'ORPORATION, AS RECORDED IN sLFDRADEwAERPROCFDELK S sLPPoar oMPvoncua.las sF. 7 OF DUVAL COUNTY, FLORIDA, 1l1'flj `}t DARr,se orreRAOE w°oD sTErs (PL VIGVD)•29 S.P. OSION CONTROL LINE FOR DUVAL sLrraeT nlHPaevlGnl•e,sF. 59B OF SAID PUBLIC RECORDS. DLUD a R LWD.ADEwDLDDEPD J n9swloua.SD 9.P. k t 1.e P,n eANr.oeEAND1ce DECK maevlGs�.22D sF. ii�°1 3��?i�i DRns9Ar rAvees or coNc.nHr,3evlGn�•2s,st. ° ORIVBIAA.rARKINB.PAVERS Aro SrFLIKtt f p wND P.ox raevlousl.er1 st. feo�e 5�'f{=l85 P nNPaev1 � DECK nrra.v vs(.2Ds st. TEPD nIPERvlous/•�Df. U PAVEREo w4XHNY5 IDO%PERVIG51.NH Dt. rvb$TO,ES fIMPERVlG51•72 9t. z LpIL.,QTAaI»6 WALLS(IFPEI¢VIOUDI•lO LL11L.ESTATE WALL(IMPERVICUD)•DS Sl.. m.P.rADs Is°z Piftvl0t3).,o g w IH.,�IL1,D.DI21 Dt. TmAL LLT C9v�lwDG•b — - z L_ 111 y i! t r SITE FLAN—A " a 1751 BEACH AVENUE LOT 51, UNIT NO. ONE NORTH z ATLANTIC BEACH DUVAL I°-E = E COUNTY, FLORIDA E"" EXCAVATION aJAhMT1M5 u KA OF `� r mg w r SCALE: 1" = 20'-0" nawcur non aILOINs PAo ..aD crus cur �_ .eAvwnawwr Flea+a A°E eEr.ns Aro nLE er+s ..ns crus urt ExcAvwnoN nw+1D•-D AUsalcwsT PILE .b.9 crus cur yA:...,'ua arr�i"'"" wvwnowcur AT 5ARA6E .,e .nag crus cur r ayi{ FIS vT SUILOIN6 PAD -Qb LYDD tLLL -- .. 3 :-D ExLA AnOWGR PFOM aeAOE BEMrS Aro PILE :.2- ­4 LTDS CIIT ## VAnoN PROM le•-V AWg+LADT PILE ♦tl.1 LYD9 CUr F �To�PI�Ar w.lry Je -n.9 cres ru.L P, FILE � � FILL ATr�� -1�GYOS FILL ExLAVAn PIeRe rILE LIPS 9 LYDS LVr ����� E TON n°n b•-D NM9eLADT FlLE ••103 CPDD GIIT ��idf•��••������ ErtGAVATION rle0w PV0.•J6L •b.l GTOS GIT •"��-�-- SLHTOTAL ExLAVATIOWGR AT rOOL Aro DELK r H3 LrDS OVr City of Atlantic Bea artment and Zoning fJe P Flu AT=— L0.1ET Planning FIU AT DLOr®DRIvBV.r This approval verifies Comp"Once with applicable NOTAL rILL AT Nm as LO RT Ob LYDD ruL Other local land rorAL GR.nu ••bDaDDEm,ar subdivision and zoning, does not constitute development regulations, but permits. Compliance ALL E,ILA..AEOE.1snrvDDwro Ae1A D»� EEe�°LA— approval for the issuance of pe Aro ULIZm A9 pAL TLL MA pYA ATM MAIN HGSE Code and all other applicable D rAD Aw DARADE HGEEE D1Na rAD w E LEDD with Florida Building EwAVA EV ExID Mss+o MA sxleA s»ALL EE Pve®SEN Nm ittin requirements OFMMAIN gSEroA AK ED IDINB rM Ym MAY Kd BEaYd N BALKFILL HAipUAL LANDWAW W M LLCL LI,E. local, State and Federal peen g it of Atlantic mus v Official prior to the issuance o a Q ^� Beach Building Building PermiL Q� NMLFLS,SHALL LU Cj Approved BY _ CD Date: D FOR CODE COMP Z� 60(j'L2'.1419-- CITY OF ATLANTIC BEA <o SEE PERMITS FOR ADDMONAL v ; a wA ER EC REQUIREMENT'S AND COMMONS DD»� U:oVER �VESErAT l� �n101�1 a HAw .46 LSD RE WID BY: DATA:`' >Y> Ob p1°'� KBG/DHBV ' 8/10/11 Il nPSE PLANS ARE OEs161 M EE a LOHRIAHLE W TN M s ARDS I——IN sEenary Deo-»aoI SITE SECTION A— F p 4OA ADMIN D RATI E LLDE. 21 M HAIR wro FOFLE RESISTIND DrDTEMS AIR D[SIDN® IN AccolmANce wTH sEcnoN D ANSVASLE Toa 4Tb3 9HIMNHM DESIGN IDAp9 FOR NIIDINBS Aro OTIER sneucTL,�•To wT»srAro M w1ro LOADS AssocIATED '8/19/11,9/I/I I 50ALE: I"= 20'-011 w N A wMMD DAD1L wro DPCCD Lr 1p MP~. Sl M LOMO,e�TS Aro LLADDINS 1MVE E®I SEL[CTEO IIP DATUM.NAVD-bb Aro,NUDE 1NcoRroRArEo INT°M Dg1DN Alm nSRs'MEMIOI®IN MOTE 3. Customer Info UN DETAILS L Owner: Glenn Address: 1751 Beach Avenue Neighborhood: North Atlantic Beach Builder: Gary Grider Pool Specifications Perimeter:83 LF Square Footage: 151 Sq. Ft. DECK AREA: 793 Sq. Ft. (TYP) 6 PILINGS FOR Spa Specifications POOL AND SPA :P PER ENGINEER PLANS Perimeter:22 LF Square Footage:34 Sq.Ft. -- 24 RAISED SAFETY INFO Hydraulics - WATERWALL SAFETY 1:YARD WALL/FENCE PUMP# 1: CHANNEL DRAIN Branch Line: 3" SAFETY 2:ALARMS Trunk Line: 3" Return Line: 2.5" Skimmers: 0 Jandy Pump: 1.5 JEP Hydraulics Jandy Filter: CV 340 Heater: 400'000 BTU GAS HEATER PUMP#3: GRAVITY FEED COLLECTOR Minimum TDH: —46' CHANNEL TANK(NO SUCTION OUTLETS Maximum Flow: 138 GPM's DRAIN Branch Line: N/A Hydraulics Trunk Line: 3" Return Line: 3" Skimmers: N/A PUMP#2:WATERFEATURE PUMP PLANTER AREA Jandy Pump: JEP 1.5 Branch Line: 3" Jandy Filter: CS250 Trunk Line: 2.5" Heater: N/A Return Line: 2.5" iSkimmers: 0 Minimum TDH: N/A' ' Jandy Pump: WFTR 80 APPROXIMATE Maximum Flow: 150 GPM's Jandy Filter: N/A PROPERTY LINE Heater: N/A Minimum TDH: —15' Maximum Flow: 117 GPM's Company Info JOHN�,� Designer: Address:600 ST.JOHNS BLUFF RD N th'p City:JACKSONVILLE C 0C State/Zip:32225 C-' Z Phone:904.223.4050 Fax:904.223.0735 AN14VERSARy 1990- 2010EmaiI:INFO@PB]C.COM / , License#:CPC 009595&1457425 I I I I I l --------- + 4-------------- I 6 2 El. +18.70' NAVD i 16"d x 12"w GRADE1 � � DHE / d 7'/2" STEP mQ yi K o S-3 S-4 TOP OF SLAB I BEAM w/ 3 #5 TOP AND I �1 aoFN Qt„ S� 3-#5 BOTTOM w/ #3 \ F o m w® O 4 �. STIRRUPS 0 12" O.C. a Zia -5 I OOg0 I U zo �N~v 1O" CONCRETE POOL r-- --, EL. +18.60' NAVD z j I vW moo WALL w/ #4 REINFORCING ----7- -j--- - ATPWATER LEVEL LLN OSE o 1)III o ®12' O.C. EACH FACE, + 0�z r 310"wide EACH WAY(TYPICAL) I I 12" CONCRETE SPA WALLS BENCH L__ _J ` POOL WALL $ P, w/ #4 REINFORCING I I 0 12" O.C. EACH FACE, -5 t TI` I z I I I EACH WAY(TYPICAL)- --- --- --------F= 1- -, MONOLITHIC x I I I I MONOLITHIC CONCRETE STEPS a _J ! EL. +!18.60 NAVD CONCRETE t I LTO OF POOL BULLNOSE '� I I I BENCH I , I i I 10"x12" Ji + 12 LyTER LEVEL_ BENCH I I I I CONCRETE -I "x12" I I _ z CONCRETE COLUMN 56j6A SEAT + COLUMN ABOVE - t I C9 MA IM I of I I 50 WATT .-. SPAT LIG T _ I j 14 x14 I I I MAXIMUM I I CONCRETE I I POOL LIGHT W O I I PEDESTALI I I13 'RETE I I HOT $EL. 5'-0" I (OPTIONAL) E -3'-0" I 10" CONCRETE POOL END 'LUMN I + O �g io - -' I II WALL w/ #4 REINFORCING Q IL1� I j 6' 0" 12" (DEEP WELT 15'-6" I 10' I 0 12" O.C. EACH FACE, IDRAI S I POOL I I EACH WAY POOL DEPTH VARIES I I I 2 <m d - --! LAT I I 3'-0" TO 5,-0" I I -5 av 9 I"d x 12"w GRADE L-- --J `-- --J S z 3- 5 TOP AND EL. +18.30' NAVD EL. +20.60' NAVD ✓ # EDGE OF SLAB 16" CONCRETE POOL RAISED TOP OF WATER WALL 5 BOTTOM w/#3 6 5 2 WATER WALL w/ #4 REINFORCING 1 ARTISTIC PAVER CAP N c RUPS ®12" O.C. 0 12" O.C. EACH FACE, _ m 2 W S-4 -5 EACH WAY INSTALL AN AUTOMATIC x TIMER FOR THE POOL LIGHT POOL AND SPA DETAIL PLAN LI ENSURE THAT THE POOL LIIS TURNED OFF WHEN SCALE: 3/8" = V-0" NOT IN USE DURING SEA TURTLE NESTING SEASON GENERAL NOTES: (MAY 1st — OCTOBER 31st) 1) PRESSURE PIPING SHALL BE TESTED AS PER LOCAL BUILDING CODES, PRIOR TO BACKFILL. 2) ALL DEP APPROVED SAND FILL SHALL BE BACKFILLED AND TO A DENSITY COMPACTED OF NOTE: N 95%OF OPTIMUM MODIFIED STANDARD ASTM PROCTOR TEST. BACKFILL SHALL BE IN 12" LAYERS. POOL MANUFACTURER J 3) THE OWNER SHALL INSTALL AND MAINTAIN A FOUR (4') FOOT HIGH (MINIMUM) FENCE AROUND RESPONSIBLE FOR THE DESIGN THE POOL AREA (TO MEET OR EXCEED LOCAL CODES). AND INSTALLATION OF POOL V) Q 4) REFER TO POOL MANUFACTURER'S PLANS FOR DETAILS OF THE POOL, PUMBING/PIPING, EQUIPMENT PEDESTALS AS �_7 Z AND ELECTRICAL REQUIREMENTS. REQUIRED BY FEMA 55. = Q IJ.I 5) SEE SHEET S-22 FOR STRUCTURAL NOTES J N R TSE OF MOUNTING Lu OO SYMBOL FIXT R FIXTURES ANO TYPE MOUNT HEIGHT HAYWARD COLORLOGIC 1pc AT POOL 50 watt LED HORIZONTAL 2'-0" BELOW d 4.0 LED POOL LIGHT tpc AT SPA 50 watt LED FLUSH MOUNT WATERLINE 0 1 01 in HAYWARD MODEL No. SP0524SLED50 n" 0- COLOR: COLOR: AMBER LED 11/2" x 12" ARTISTIC BULLNOSE AS PER POOL 12" 6'-0" 12" 15'-6" 10„ MANUFACTURER 12"w CONCRETE SPA WALL w/ INTEGRAL GUTTER, #4 REINFORCING ®12" O.C., SEE DETAIL 5/S-58 EL. +18.70' NAVD EACH FACE, EACH WAY TOP OF SPA WALLS '/z" EXPANSION JOINT w/ FINISH FLOORING AS PER MONOLITHIC CONCRETE ELASTOMERIC SEALANT POOL DESIGNER/ARCHITECT EL. +18.60' NAVD f r-•-,?STEPS INSTALLED ATWATERLINE TILE 'TIME OF POOL SHE (TYPICAL) 4" CONCRETE SLAB ON GRADE w/ WATER LINE WATER LIN 1 �oPE SAWCUTS 0 5'-0" O.C. EACH WAY BUILD UP PERIMETER OF x Q _ " '`-- �-�Y DECK WITH EXCAVATED v0 SEAT o ' /,//�/• i�./• ��. i/� EXISTING SAND FILL Eul 6. a H I I i I 10" CONCRETE POOL END EXISTING GRADE w 9 LL 1'-6" 4'-6" WALL w/ #4 REINFORCING Q zo i 0 12" O.C. EACH FACE, H- Z LAP" DEE WE4L DRA�N, - EACH WAY ?Q U SEE �ET NIL X/ 58 EL. +13.70' NAVD -x TOP OF POOL PILE J OT K Q __ - 8" CONCRETE POOL SLAB 4-#5x8'-6" long direction W O 0 LAP - w/ #4 REINFORCING AND 10-#5x2'-0" ®12" O.C. m z o 8" CONCRETE SPA SLAB 0 12" O.C. TOP AND short direction. BOTTOM, EACH WAY W/#4 REINFORCING EL +12.10' NAVD 16"0 AUGERCAST PILE 0 12" O.C. EACH WAY TOP OF POOL PILE w/ 6-#5 x 30'-0" LONG °�'hT'�` CCK 3-#5 EACH WAY 5-#5x1O'-0" long direction w/ #3 TIES 0 12" O.C. cHEclo=Der: ABOVE PILE AND 11-#5x2'-0" 0 12" O.C. short direction. °ATE'BLDG PERMR iW27/11 LONGITUDINAL CROSS SECTIONB�uE -1n 1.THESE RIMS ARE DESIGNED TO BE NCOARWBCE WlIH 11E STPNOAROS FLORIDA SEAL Jm NUMBER E71-W$ 2 SECTION ESTABUSIEDIN SECrG462833.007RM ONOAAONS1RAnVEGODE 2 THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 7—REV 1 10A211012 WINKSECTION8,ANSBASCE7-02•MBNIM OESIGNLOADSFORBUILDINGS –5 SCALE: 3/8" = 1'–D" AND OTTER STRUCTINES'To WITHSTANO THE WIND LOADS ASSOCIATED DVM"71a. WITH AMNIMM BASIC WINO SPEED OF 120 MPH I THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE CHRISTOPHER G KATHE `w INCORPORATED INTO THE DESIGN AND SPECIFICATIONS N ALCORDANCE GONSULTIINOG STTRE�ARAI ENGINEER S-5ADF22 EN E WITH SECTION 6 O ME WINIMUM DESIGN LOADS FON BUILDINGS AND IACKSOWL E BEACH,RORIOA322S1 OTHER STRUCTURES'MENTIONED IN NOTE 2. tBOB12174M7 FL PE.38820 J M 6"wide SPA OVERFLOW TROUGH i V/2" x tz" Aansnc !•�'� � s;'B BULLNOSE AS PER POOL ii++ MANUFACTURER 4pcs #4 x ADD INTEGRAL GUTTER, DIAGONALS AROUND DEEP !!! 1 tFf wALL SEE DETAIL 5/S-5B MAINTAIN 2" WELL DRAIN OPENING CONCRETE COVER EL. +18.70' NALLS #5 TOP DOWEL AROUND OPENING TOP OF SPA WALLS ®12" O.C. ci El. +18.60' NAD 6" STRUCTURAL E z CONCRETE SLAB WATER LINE SLOPE j SLOPE a * x :* TEMPERATURE REINFORCINGO 8" CONCRETE POOL SLAB a CONSTRUCTION JOINT w/ #4 REINFORCING a 1-0" #5 BOTTOM DOWEL ®12" O.C. TOP AND (� LAP ®12" O.C. DEEP WELL BOTTOM, EACH WAY ,k, EL. +13.10' NAVD EL. -6-0" 3-#4 AROUND SPA (3 LOCATIONS) DRAIN z TOP OF SPA PILE (EL. +13.60' NAVD) C7 2'-6"x2'-6" PILE CAP BEYOND BEND OVER 6-#5 VERTICAL DEEP WELL DRAIN OPENING REINFORCING REINFORCING FROM AUGERCAST W CONCRETE PILE INTO 3 DETAIL _ A MONOLITHIC SPA SHELL 16"0 AUGERCAST PILE -5 SCALE: 3/4" = 1'-O" o >, w/6-#5 x 28'-0' LONG s� 6 w/#3 TIES ®12" O.C. cJ a Ch �A SECTION THROUGH SPA ® z SECTION NP � Is7 SCALE: 3/8" = 1'-O" U) 16" J EL. +2W 0.73' NAVD OF TWWALL Q I f TOP AER A " W LL 4 8 ~ ARTISTIC PAVER CAP " gJ WALL 11/2" ARTISTIC Q �I PAVER CAP AS PER POOL d MANUFACTURER 2y, ( 8" CMU OPEN BOTTOM 0 LINTEL BLOCK AT TOP Z z I - COURSE w/2-#5 Q 0 CONTINUOUS 0 KL J 12" - - FORMED CONCRETE 0 U lot d WATERWALL TROUGH 0 W I 0'Q IL U) "' `� 0 ADD #4x2'-8" ®16" O.C. 00 EL. +18.60' NAVD 1 C BUILD UP PERIMETER TOP 01 POOL BULLNOSE tI 5" 11 AT WATER LEVEL to w/EXCAVATED EXISTING EL. +18.60' NAVD 0 Do SAND FILL UTTE 11/2" x 12" ARTISTIC o BULLNOSE AS PER POOL WATER LINE o0(I rl— MANUFACTURER ,,VC. ADD 2-#5 CONTINUOUS a AT THIS LOCATION 16" CONCRETE POOL WATER WALL w/ #4 REINFORCING ®12" O.C. EACH FACE,AY 1O 11/2.. EACH WU D m0>} Or~ o WATERWALL TROUGH DETAIL Zo 2"x4" KEYWAY 6 DETAIL (BEVEL ENDS OF KEYWAY) Lu m l 6 i-s o" > FCONCRETE. APEI MAPEFER 1K DETAIL W/ CONSTRUCTION JOINT INHIBITING DIABAIBY. ccK O HORIZONTAL DETAIL G STEEL DOWELS CH—D- PLACING LANAI 5 SCALE: 1-1/2" = 1'-O" D1iTE'BLDG PERMIT 1021111 scue 318"=1'-0' 1.THESERANSAEOESKNMTOBENCOkftMCJ:WOHTHESTMDARM FLOIUDASEAL JOBMA®ER: E11-03$ ESTAJEISHED N SECTION 82BS3JMT FLORDA AOM MSiMTNE CODE. 2.THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED N ACCORDANCE'REV 1 1010?2012 WTTN SECTIONS,ANSVASCE 1O2'MINNIIAt DESIGN LOWS FOR BUILDINGS Aro oTIErN STMXTUmES-TO WITNSTANOTTE—D LDADBAWWAMD -G NOS WRH AMNBIUM BASIC WIND SPEED OF 120 LPL A TNECOPONEMMA CLWDINGMWBEENSEIECTEDANOTHEIRUSE CHRISTOPHER C.KATHE �-�� �� INCORPORATED INTO THE DESIGN MIO SPECIFICATIONS N ACCORDANCE CONSULTING STRUCTURM ENGINEER WITH SECTION S OF TNE'MNMUM DESIGN LOADS FOR BUILDINGS AND IAOSCEOLAAVEWE OF OTHER STRIICIUES MENTIONED IN NOTE 2. ACI(SWLLE BEM:H,FLORIDA 32250 (808)211{201 R P.E.33820 CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD j � ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 12-00001687 Date 11/13/12 Property Address . . . . . . 1751 BEACH AVE Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1000 -------------------------------------------------- Application desc SWIMMING POOL ------------------------------------------------- Owner Contractor - ------------------------ ----------------------- GLENN GORDON S & DUNHAM CHRIS MOORE ELECTRICAL CONT. , INC. 1751 BEACH AVE 10526 CRAIG INDUSTRIAL DR ATLANTIC BEACH FL 32233 PO BOX 350579 JAX 32235 JACKSONVILLE FL 32225 (904) 645-6807 ---------------------------------------------- Permit ELECTRICAL PERMIT Additional desc SWIMMING POOL . 00 Permit Fee 95 . 00 Plan Check Fee . Issue Date . . . Valuation 0 Expiration Date . . 5/12/13 --------------------- --------------------------- Other Fees . . . . . . . . . STATE ELEC DCA SURCHARGE 2 . 00 STATE ELEC DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 99 . 00 99 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) 247-5845 .JOB ADDRESS: � 7•�l / 1 e gG4h &,? PERMIT JEA INFORMATION REQUIRED ON ALL PERMITS c2 )6) AMPS v a VOLTS PHASE VALUE OF WORK S /�U('• �� NEW SERVICE ❑ Overhead ❑ Underground ❑J Underground up Pole ❑Residential(Main) Service ❑O-100 amps ❑101-150amps ❑151-200amps C amps #of Meters ❑Commercial(Main) Service ❑0-100 amps ❑101-150amps ❑151-200amps ❑ amps ❑CT Service amps Conductor Type Size ❑Multi-Family(Main)Service CO-100 amps ❑101-150amps ❑151-200amps ❑ amps #of Unit Meters ❑Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) 0100amps 0150amps 0200amps ❑ amps CCT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS Swimming Pool ❑ Sign ❑Smoke Detectors_Qty ❑Transformers KVA ❑Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans &Fire Alarm Checklist) Qty volts/amps VALUE OF WORK S REPAIRS/MISCELLANEOUS ❑Replace Burnt/Damaged Meter Can ❑Safety Inspection ❑Panel Change El OH to UG ❑Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. / Property Owners Name��rc!©``�/ �j f��/✓1���/ _Phone Number 9'7 - 9- 7 19 Office PhoneElectrical Company�Dn � �� �� State Zip .� ✓r 579 Co. Address: �� ��x ioS7 q City _ License Holder (Print): A1*4 State Certification/Registration#/=('UoO/�'S�O Nota ze Fµ, .'patKXdT61fAlLit"iWt e i Notary Public-state of Florida 7�` ` 20 =.; ;• My Comm.Expires Aug 25, a ubscribe before-me is day of��� �' P;= Commission #EE 21076 Bonded Thn)ugn National Notary I ature of Notary Public Industrial E'eotf io Te&4tj l 9 '1100 EC13004105 TECHNICAL REPORT MOORE ELECTRICAL CONTRACTORS for work performed at GLENN RESIDENCE 1751 Beach Avenue Atlantic Beach, Florida FILE C I } Job No. 14-7329 , Permit 12-00001687 /DU-436 3/7/14...Testing of pool bonding was performed at the above referenced address on Marct 7n 1 2014. The pool equipment was inspected and tested for proper bonding as stated in NEC Sectio 6 -5j�0O 26,which requires the following to eliminate voltage gradients in the pool area: I z E The following parts must be bonded together: © � q o A 1. Metallic Structural Components—all metallic parts of the pool and spa structure, inclu 1V v the reinforcing metal of the pool/spa shell, coping stones, and deck. Underwater Lighting g tin —all forming shells and mounting brackets of no-niche luminari 2. es (fixtures). Exception: A listed low-voltage lighting system with non-metallic formin, s�l, �5 not requiring bonding is used. 3. Metal Fittings- all metal fittings within or attached to the pool/spa structure. Except o Isolated parts that are not over 100 mm (4 in.) in any dimension and do not penetrate int pool structure more than 25 mm (1 in.) shall not require bonding. 4. Electrical Equipment- metal parts of electric equipment associated with the pool/spa ver ! circulating system, including pump motors and metal parts of equipment associated covers, including electric motors. 5. Metal Wiring Methods and Equipment-metal-sheathed cables and raceways, metal piping, and all fixed metal parts that are within 5 feet horizontally of the inside walls of the pool/ spa, and within 12 feet above the maximum water level of the pool, or any observation stands,towers or platforms, or from any diving structures, and that are not separated from the pool by a permanent barrier. The parts specified above shall be connected to a common bonding grid with a solid copper conductor, insulated, covered or bare, not smaller than 8 AWG. Connection shall be made by exothermic welding or by pressure connectors or clamps that are labeled as being suitable for the purpose and are of stainless steel,brass,copper or copper alloy. The common bonding grid shall be permitted to be any of the following: 1. The structural reinforcing steel of a concrete pool where the reinforcing rods are bonded together by the usual steel tie wires or the equivalent. 2. The wall of a bolted or welded metal pool. 3. A solid copper conductor, insulated, covered or bare, not smaller than 8 AWG. 4. Rigid metal conduit or intermediate metal conduit of brass or other identified corrosion- resistant metal conduit. 11321 West Distribution Avenue • Jacksonville, Florida 32256 • (904)260-TEST • Fax(904)260-0737 Branch Office: 201 NW 1 st Street • Hallandale, Florida 33009 • (954)456-7020 1751 Beach Avenue, Atlantic Beach, Florida The following items were identified as requiring to be bonded together: • Pool light/niche • Spa light/niche • Pool pump motor Furthermore, all bonding must be accomplished utilizing a solid copper conductor, insulated, covered or bare, and cannot be smaller than No. 8. To determine that the items listed were directly connected electrically (bonded), a two-point ground test was performed. Testing was performed utilizing an AEMC 3640 ground megger. The two-point test essentially is a resistance test between a reference point and another point under test, wherein a low resistance result indicates bonding. Test results indicate the copper ground conductor, spa light niche, pool light niche and pool pump are directly bonded. All test results are listed on a separate test report included with this report. Additional information: The reason for ensuring the bonding of metal parts (ladders, handrails, water-circulating equipment,forming shells, diving boards, etc.) to a common bonding grid(pool reinforcing steel, pool metal wall, or an 8 AWG solid conductor) is to ensure that all such metal parts will be at the same electrical potential. This grid reduces any possible shock hazard created by stray currents in the ground or piping connected to the swimming pool. Stray currents can also exist in nonmetallic piping because of the low resisitivity of chlorinated water. Because corrosion is normally associated with the wet conditions of swimming pool areas, wiring and connections should be checked periodically, especially bonding connections between the 8 AWG copper conductor and,for instance, an aluminum (or other dissimilar metal) ladder. If you should have any question regarding this report or the services performed, please do not hesitate to call. Sincerely, Gary Benzenberg, P.E. Industrial Electric Teft'n g 'n06 EC13004105 EARTH RESISTANCE TEST RECORD CUSTOMER: Moore Electrical Contractors LOCATION: Glenn residence - 1751 Beach Avenue, Atlantic Beach, Florida DATE: 3/7/14 JOB NUMBER: 14-7329 TECH: GS TYPE OF TEST PERFORMED: 2 point TEST EQUIPMENT USED: AEMC 3640 Gips C2/P2 Reference ground Ground under test GROUND GROUND MEASURED LEAD-TO-LEAD RESISTANCE(0) REFERENCE UNDER TEST RESISTANCE(0) RESISTANCE(n) (Measured—lead) Isolated gnd conductor Pool light niche 1.03 1.02 0.01 Isolated gnd conductor Spa light niche 1.09 1.02 0.07 • • N 41Ur • STATr s � • w flllli111 COMMENTS: Test results indicate all points bonded, as desired. Permit# 12-00001687 / DU-436 Visual confirmation of bonding to pool pump verified. 11321 West Distribution Avenue • Jacksonville, Florida 32256 • (904) 260-TEST • Fax (904) 260-0737 Branch Office: 201 NW 1 st Street • Hallandale, Florida 33009 • (954)456-7020