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211 Beach Ave C ONCRETE DECK '(OPTIONAL) W/ SLIP RESISTANT GENI-RAL NOTES r12` 1 #7 BAR CONT. W/ TOPPING ON COMPACTED GROUND W/ ALL ORGANIC THE FOLLDNTNG TABLE PROV1DEg MSM FLCW 5' WALL—W/ 8'X8" BOND ' MATERIAL REMOVED.4" NOM. W/FIBER MESH 5" 5' LIGHT THROUGH PVC PIPE"OUT iDQ EEpING T1iE BEAM USf 2 3 BARS CONT. -._. W/#3 1. FOR POOL PLAN, SIZE, DECK SPECIAL DETAILS SEE CONTRACTOR'S MF7F STAI�AROS FOR vm4crf(Flh�) iZEBARs. a' 4' MIN. JUNCTION 80 � POOL PLAN. � sa� X �M 2. POOL WALLS SHALL BE 5"THICK AND FLOORS$HALL BE 6"THICK AND °°rpM To°SPM 2 FIP rCMUT MIN• (BY OTHERS) SHALL BE PNEUMATICALLY APPLIED CONCRETE TH A COMPRESSIVE MAXIMUM RISELIMP SIZE BASE125 ON AA TOTAL o z Th HP rNAMIC HEAD STRENGTH OF 3,000 PSI IN 28 CLAYS. CONCRETE DECK SHALL BE 2,500 PSI. MINIMUM TREAO=10'(240 SQ.IN.) 50' AND FCR E"MATE ONLY. ACTUAL PUMP gig VALL 18" MIN. r0 TO TRANSFORMER VARY OFFENDING ON THE PUMP 9PEgFl CHT OTHERS) CATION AND THE TOP OF LENS ERS) CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. DUAL SUCTION OUTLET (OP110NAL) SET INTO CENTER OF TOTAL DINAMIC HEAD FOR THE SpMFIC PODL.NEEDS 3. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING STS GRID AT POOL DEEPEST POINT W/ 3' SEPARATION MARBLE CODE BUILDING 2004 AND FLORIDA BUILDING CODE RESIDENTIAL 2004 �I�' p��� T7� PLASTER FINISH TOGETHER WITH 2006 REVISIONS AND ANSVNSPI NATIONAL STANDARD-5 L.ONG(TUDINAL I WL �C 1 IVN REFER TO ATTAC=CM OR W1 APPROVED 120 VAC/300W POOL LIGHT W FOR RESIDENTIAL INGROUND SWIMMING POOLS A SURFACE SKIMMERGOOR 12V/3CO POOL. LIGHT / RES DENTI L AND ANSUNSPI NATIONAL FOR DATA REGADFF IN M►/ LOW WATER U.LAPPRgOVER GREYSTANDARDS FOR PERMANENTLY INSTALLED REST UCTION OUTLET PLASTIC DENTIAL SPAS AND THEMiNG SHEDNATIONAL ELECTRIC CODE 2005. VACUUM RELIW/ I!8 aoND PER N.E.C. 4. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL ADOmauAl#� RS 11' or EACH WAY UNLESS OTHERWISE NOTED. R®AR RECD AT STEEL FORM (0P110NAL) 5. ALL REINFORCING STEEL TO CONFORM TO ASTM BRICK SIQMMER OPENING 61 COPING 5 GRADE 40 c SPILLWAY POOL L DETAL-S REINFORCING SHALL BE t1Yi01M Ell TILE (WIDTH SEE PLAN) ti i OVER 6' USE#3 BARS AT 6" ON CENTER WALL SECTION VERTICALLY AND 12"ON CENTER HORIZONTALLY IN THE AREA OVER 6'. AT SI[ANIR n t. MAIN DRAIN LINE IF CONCRETE IS VARIES ' ) POOL E Z SKIMMER UNE Bi MW3. WASTE LINE WATER LINE 1 3 4 I � � R1eTiA�N LINE 6. L AND J Y 5 PRESSURE CLEANING DECK REINFORCING STEEL Thi I f 0 LINE (OPTIONAL) (MMIRLH AWG COPPER WIRE TO BE RUN � AWG COPPER WIRE C B A. HAIR & LAIT STRAINER ij INTERNALLY AND EXTERNALL'( WITH THE NEC APPROVED PVC LIGHT NOUN 0IN�psi TIMECLOOC 9. RE LATOR PUNP CONDUIT FROM THE LIGHT NICHE TO THE JUNCTION BOX. COMPLETION OF CEMENT (IF SPECIFIED) ACEMEL A D. IN—LINE CHLORINATOR POOL GROUNDING TO PANEL GROUND BY ELECTRICIAN. #3 AT t2' O C EA WAY SpST 7. BONDI G TO BE ACCOMPLISHED IN ACCORDANCE WITH r so TOGGLE 5 (OPTIONAL) 4' MIN. E SECTION HEATER ON 680.26 05. RAISED OPTIONAL SPA _ swrcH ( I DETAIL r 2 � VALVE 8. POOL OR PAT10 SHALL BEE1R ONLY ON ROCK OR CLEAN SAND, WHICH F 9' Disc PUS UP 4 1 F R ANTI ENTRAPMENT SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING SYSTEM CAPACITY. ANY UNSUITABLE INATERIAL ENCOUNTERED IN EXCAVATION 'y POOL OEp� 12 V TRANS �•� SYSTEM SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED = 3 112 IN )J" COND WITH ACCEPTABLE MATERIAL, AND PROPERLY COMPACTED. WHERE 12 V W W LOW ALL � / ELECTRICAL UNSUITABLE MATERIAL CANNOT BE REMOVED THE PO I OL MUST B E MU:5— . wAT�cuT—oF>: SHALL IL CONFORM 2B' MIN. PER REDESIGNED. 2OR 120 V AC. W Gil MANUFACTURER 9. I 11V!ART 680 ACTURfiR SPEC. I THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM i'ER NSG N.E.C.2005 LADDER TO BE FAILURE BY ACCEPTABLE METHODS IF REQUIRED. THE DESIGN ENGINEER ELECTRICAL DIAC,RAM CROSS D PPERRACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. BOND ALL SHEATHEDCASLES,RACEWAYS,METAL PPWG10. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL AND ALL FIXED METAL k.�►RTS NOT SEPARATED BYALL LADDER SHALLCONSTRUCTION IN EASEMENT;. OR REQUIRED SETBACK AREAS. POOL PERMANENT BARRIER,P WnN 5 FT HORIZONTALLY FROM w 8'X8' BAND BEAM HAVE SHIP REs�r FINISH CO / CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL DIMENSIONS Soil (No vol WATER 12 FT VERTICALLY OF MAX WATER LEVEL 5f 2 �7 BARS CONT. We'DGE OR SHOWN PRIOR TO CONSTRUCTION. - � AND ESCUTC1EON MIN 1 7S' COVER OVER r MR. 8' MAX. BETMEEN 11, CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN BARS SEE.d0I � AND POOL rG�l. RELATION TO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM CLEARANCE DET IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. 12. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCINGs' TILE 1 #3 BAR TYPICAL. SWINMNG POOL AROUND CONSTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO 5' VARIES — SEE PLAN 5' CONT W/ R POOL AREA. 5• wil I 13. IF A WATER SUPPLY IS I PROVIDED, A MINIMUM 3 ATMOSPHERIC BREAK DTsrAN CE BR1d( (1 ROMP DECK OVERPOLIR WILL w - BE PROVIDED. THERAPY ,. — 1 ON tni� EXISTING 14. ALL STRUCTURAL, FILTRATION,AND ELECTRICAL DETAILS OUTLINED IN m STRUCTURE ALMRSATEM THESE DRAWINGS ALSO RELATE TO SPA CONSTRUCTION. #3 AT 12• 1a' SEAT I 15. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH AN ON-OFF O.C• EA. WAY 19NIS11-1 DMA& t BLUE H&VEN POOLS & SPAS SWITCH MOUNTED FOR EASY ACCESS TO ALLOW THE HEATER TO BE SHUT PLAN EXPIRES ONE YEAR FROM THE OFF WITHOUT ADJUSTING THE THERMOSTAT SETTING AND TO ALLOW — — — 4'm SIGNATURE DATE OR THE EFFECTIVE 12041 EEAC.H:BOULEVARD RESTARTING WITHOUT RELIGHTIIVG THE PILOT LIGHT. RETURN JIFINISH " THICK '�- DATE OF A MAJOR FLORIDA BUILDING 16. SPAS AND HEATED P 15T SP a' t' POOLS SHALL HAVE A COVER DESIGNED T ( SPECIFIED)TO CODE CHANGE JACKSONVILLE FL 3246- Ew WHICHEVER!-LEVER IS• 00 MINIMIZE HEAT LOSS UNLESS a SOONER >' .. 70,L OF THE ENERGY GUNrnE FOR HEATING IS DERIVED x,- FROM NON-0EPLETABLE ON-SITE:RECOVERY SOURCES. REBOUND _ BARS AT S. TEL^' (904) 620-0090 C EACH WAY SEP 1 0 2001 17. PROVIDE SAFETY GLAZING IN WALLS AND FENCES ENCLOSING Z—� 0 ANTI—VORTEX ORMNS SWIMMING POOLS, SPAS, & HOT TUBS WHEN BOTTOM EDGE OF GLAZING IS SEPARATED BY r FORM ATE LESS THAN 60" ABOVE A WALKWAY SURFACE AND WITHIN 60" $PA SECTION RBLE PLASTER RESIDENTIAL HORIZONTALLY OF WATER'S EDGE. 18. WARNINGI TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC SWIMMING POOL UPLIFT PRESSURE MUST BE ELIMINATED. THE OWNER MUST CONSULT A THE CONTRACTOR MUST PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN 5' ON MASTER SPECIFICATIOI�k CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. CENTER IN BOTH DIRECTIONS IN THIS CRITICAL AREA. ALSO THE I= SHELL WALL SHALL BE CONSTRUCTED AT 6' THICKNESS THE STEEL MAT AND SHELL WALL SHALL G RO SH P S N, P.E. DRAWING BE EXTENDED ALONG THE CRITICAL AREA AND TO A POINT WHICH 15 GREATER THAN L P.E. 19 33 THE MINIMUM REQUIRED DISTANCE AS DETERMINED BY THE t ON i t i METHOD. 6 2 N.S ORAN BLV 5 E. 203, FOR TYPICAL WALL AND FLOOR OR NOO, FL 32 D DUVAL COUNTY NE: 407 275-10 9 I I WRHIN ANGLE OF REPOSE FAX: 4 275-1015 � 07 25 I II Nor TO SCALE SHEET 1 OF 3 Dwc By .DASH APPO BY GHS St Directions To Site: From Atlantic Blvd Ea 2, wem��ve 'To Ocean Blvd Tum Left PM3 easta+c •To 2nd St Tum Right area to be r-encea• � _ 4 d •904-620-009U i BLU HNE tv".w d 4 4 olAm to be Scar+ad• a h t,�,; •To Beach an Comer of Beach 8�2n PHONE. x CoasttocDastsince,954 Since 1954 Fax 9oa-s2o-otos Nd Sa"Fence r , }� br�dWhdowAlec Ar�!. State Certified Pool Builder apanomsbb.aw CONTACT NAMP': CPC 1456765 cwro.�ear�.wo T 904-249-s7os SPECIFICATIONS contact Peggy pe: IC I Type: OL SPE C IF ,4 Coniact#2: GENERAL PO H.U.C. o – _ 4 I — LENGTH: � WET i)OWN GUNITE TWICE DAILY MAX.WIDTH MAX. LEN FOR ;EVEN DAYS __ __ _ – PERIMETER: 39 SURFACE AREA: �� SF POOL DEPTHS: 4 ft. TO ft. TO 4'4' ft. _ – –– – – – – GALLONS: 3.300 7 SHEER DESCENT EXCAVATION DECKING WATERFALL SQ.FT. TYPE: Standarcl TYPE: None Remain on Site None VE DIRT. OR: No I � MO COL RE REMOVE STUMPS: None RISERS. Norte LN.FT. REMOVE FENCE one None SQ.FT. TOP EXISTING*NDS REPLACE FENCE: Homeowner SQ. LN. FT- CONCRETE: N_–a DECK DRAINS: None RAISED BOND BEAM REMOVE I.N.FT. RS. None AIL F OOTE i I DET z EQUIPMENT IL PLUMBING w w FILTER RUN: �' FILTER TYPE:Cart,_._SIZE:450 sf z SPED: , O * NOTE: BLACK INTERIOR RETURN LINES: 4 PUMP HP 1 O WATER FEATURE: Z Sheer Descent wIGVA CONTROLLER: Pmt � I � a' OUSTING G N w NS AND SANITIZER: Smart Pure Omnatxx►*/Mineral � ��� CK DRA CAL PATIO SE BLA ECTRI allCONCRETE U EL $ FITTINGS LIGHT: Color Logi QTY: o_ RUN BY: BH FEET: 100 CLEANER: None FASpIprGLAS4 TILE -- --{ GUNITE WATER FEATURE: 24'Sheer Descent w/GVA CoPING-12 sPRAYDECK CAP2 Hp Jet Pump w/6 Jets warERLwE class TILE SWIM-0UT/LOVESEAT:31'x 18' BOOSTER PUMP: RAISED START None •116 000 COLOR z STEP. SIZE. oM GROUT FACT.2nd • Yes wrcusT RE MP. , BOND BEAM HE HEAT PUMP: z I, 'I sxu�l N SUN LEDGE None SIZE: DEPTH. R.B.B. 24 IN X Nolte HEATER:-400,000 BTU: NAT-® SPA ELEVATED IN X (r r+ct E or,� + TO TOP OF D R.B.B. None SPA B ABOVE za•SHEER w None FT ABOVE � ATERFALL IN 24• z R.B.B. Nom—IN X ACCESSEXISTING RAISED BOND BEAM J • COPING SIZE: Y None 4'DIED V 4•DEEP w v TYPE 12'S CaP Beam PLUMBING RUN: None 4 0.01 m TILE NUMBER OF JETS: None p TYPE: Glass Tile BLOWER HP: None DECC01MOSAIC: None ' LIGHT: None RAISED INTERIOR FINISH START BOND BEAM I HERE PE: r rY Plaste SPATHERAPYJETS COLOR: Blade ADDITIONAL SPECIFICATIONS: 11 6 Spa—Thera w/2HR Jet Pump ELS" 2 24'Sheer Descent Waterfall EXISnN(3 WALKWAY ° BUYER 71nrdal Approve the Above Specifications: Approve the Equipment Location: Customer's Signature: Date: tn�ction-S immons Job#: 8043 Contac: James Nam: Cornelius Cons Address: 211 Beach Avenue cw Atlantic Beach zip 32233 Primary Phone: 904-249-9706(POM) Second Phone: Email Business Phone: pcomelfucomcast.net -- -- - - 5/69 –– – Pb/pg _ g __ Duval � _ __ – • 27 County: – – Lot: 1 BIodK. – – Subdivision: Subdivision'A'Atlantic Beach I Designer. 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SMI 9Xp N T9 '., ❑ -'' - Y _ I 3/1081+ , i - - 300& I , -----------------------------------------------------------------------------------------------------� I ROOFWENSIOH 70 SHADESOUTHWALL - i 1 _--------------------------------------- MmEff I. *-w COL ' upN 1�I Ll a • SOt9TH ELEVATION � SCALE: 114--1 0' APPROVED PLAN AS PERMITTED BEACHES t BY iREA Ei u OF A 01n COASTAL SYS-TEM" FLORIDA D EP T. Or - ENVIRONMENTAL PROTECT 33'1 ! II I I AUTHORIZED CONSTRUCTION AND ANY OTHER AUT NS OF D ACTIVITIES MUST C OMPLY WITH ALL CONDITIONS STRICTLY ARE E PERMIT. CONSTRUCT 10N AND ACTIVITIESD PLANS r� LIMITED TO THOSE BOTH SHOWN ON THE APPROVE L IT RM E r�- ,! THE PROJECT DESCRIPTION THIS P nV I AND I PERMITS E �, r^ NT TO CH.16 .F. S. AND HER P _�nSUA I ISIS.. . . I MAY U ED. IEWED D E PERMIT NU. I MAR I'll ' I COASTAL SYSIEMS ALTERATIONS AND ADDITIONS TO THE RESIDENCE OF ROBERT D. WOOLVERTON ARCHITECT A.I.A. DRAWN BY DRS. RICHARD AND SYLVIA SIMMONS Roman vaoF LICENSE X3259 DATE V N E 1 T HNS A E U 355 S JO � 211 BEACH AVENUE, ATLANTIC BEACH, FLORIDA 32233 JACKSONVILLE, FLORIDA 32205 SHEET NO. G it o TOP OFVaSTING STRUCTURE Q Z I SECTION THRU REAR PORCH AND ®ECGs tj W SCALE.' 3/8"=1'-0' _ I m I Z Il! 3 Q I II W-t0 I 3Wl re re3 6' tr o1r., ¢ P.T.ZW POCKETS f TCENTERS(fYP,CAV W N 1 I I rePOFNAKaaAL W I I ! I I ! I I i O LL� N¢ CC Q; Z d II II { II i _ ° W Cl �W JE> -X ..� ' I I I PLAN AS RMITTEfl SECOND FLOOR G BY 81114EAU OF BE CHFS p °" NEWDECK NEWk:dfl COASTAL SY F'l^ co FLORIDA DEPT. c- I I I ENVIRONMENTAL PR iv t_ > W m AUTHORIZED CONSTRUCTION AND AN OT - d 'OTHER E,�A ACTIVITIES AUTHORIZED P.T.IX@REAM MUST COMPLY WITH ALL ZED ON PERM D(TION^ (T o CONSTRUCTION AND ACTIVIT ES ARE STRICTLY E LIMITED T� THOSE BOTH SH AND!I?-'� (j! THE PROJECT D /ESVRON E APPROVED PLANS Ewsr,Nc cocuMN IS ISS "URSU , IP tON THIS PERMIT^ MAY B' ANT TO CH. F.S. AND OTHER PERMITS S R �� /-ly "� N to 0 ED aAT J_ z� � W I b P.T.stawf2' PERMIT NO i' U oompComec- cocuwv � W d 1nm x. J W .. -<a .. LIZ CC E - W lqg n WRE _ I> z A 'SYSTE, 16 . �}• �• COASTAL tX'IXPAISIONicmvr Q �` . IJ Q d 1-0' 3'-0' I t -4 Q OW fBA�iT FLOOR N . UR � SLOPEt.CPERFOOr NEWCONCSTEPS .� Z .. !J m I Q I� Z i2x,2z,6 COL. U jr Q REMovEEw&nwc coNc sue FOOTING W ¢ • I W APPROX NEW rX2r CMU WALL COMPACTEDFRI. ^ GRADE N Q I. rXl6•CONCFO0T/YCiWSW ' M,4P 5A14k/ / ti/6 0UAlD4QY SUA* v4f Y 4 C D T � �3Go c• 2 � s u3 V1--5 i o.v 5 / QS �E- dEltl/ 01.47 3 o k S P-46`E 6 4 0c rA/E CI -lele A 6CclOX DWCOa .Ir ' F-O,P� TOGET6,e w!7W TAIE 4,4A1,05 L /AI& e,4 TE,LY 7ww6or no T<✓E U/Gk W4Tee� I/AIE of WE 4r r1C oy ©C64A./ Fo Q L r/r1,4 A-1. 71-1OMP.SOA.1 04 TE .4 UG VS T 3, 984 SG44E /N Po' I Q- t_ 0 7-t_ 07- a SET J.P. o g t� fVp LA! G as Mi 7S' oa Q[ v _ .t5 b7,wqu 0 Vr �. 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THE MDX DEBRIS REMOVAL SYSTEM IS TO BE OE�ncE AT.HOSE 91 IT INSTALL DUAL SKIMMERS PLUMBED INSTALLED IN ACCORDANCE WITH MANUFACTURE'S VENT COVER MAY BE TOGS 7 HER AND LOCATED FOR GUTTER DRAIN OPTIMUM SKIMMING ACTT RECOMMENDATIONS. ON. a tSc MINIMUM OF 3 RETURNS Local D 2. CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP 2'9D ELBOWS A-_-3 DEL wWA==R LEVEL 70 _ - SYSTEM IN W (OPTIONAL DEBRIS ACCORDANCE WITH SECTION 424.2.6.6 FBC- CONTAINMENT oIREc'rlA.=R To SKIMMERS. 'NA--=,R L:JEL BUILDING 2004 AND SECTION 84101.6.6 FBC-RESIDENTIALT CAaMSTER 't i 2004 W/2006 REVISIONS. it MIN To PUMP 3. ALL PIPING TO BE SCHEDULE 40 PVC BEARING I - G NSF T UNLESS OTHERWISENOTED. TO --6" 4. THE FLOOR DRAIN MEETS THE REQUIREMENTS OF WATERLe4EL� PUMP / ANSI/ASME Al12.19.8M-1987 AND DRAIN COVERS MEET ANTI-VORTEX THE REQUIREMENTS OF ANSI/ASME Al 12.19.8M-1987 FOR r e DRAIN ANTI-HAIR AND BODY ENTRAPMENT. 4 5. THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S "DRAII SPECIFICATION CAT ON DRAWING ON FILE. FOR METHOD DEADLINE To SAND 1 •g 2 ID OR LARGER USE MINIMUM OF 3 RETURNS LOCATED PUMP LOCATION MATERIALS OF CONSTRUCTION, REFER TO VENT LINE CIRCULATION LINE AT+24"BELOW WATER LEVEL AND CONTRACTOR'S ENGINEERED AND SEALED STRATEGICALLY LOCATED To DIRECT SPECIFICATION DRAWING ON FILE WITH THE BUILDING f WATER TOWARDS SKIMMERS.CONSIDER AT LEAST ONE RETURN TO SWEEP ACROSS INSTALL MAINDRAIN W/TOOL-REMOVABLE DEPARTMENT. P I THE BOTTOM OF THE SWIMMING POOL LUG TO BE REMOVED ONLY BY SERVICE PROFESSIONAL FOR POOL SERVICING. ATIMOSPNERIC VENT PIPE UDwTN (DEADLINE INSTALLATION OPTIONAL) HIMM'! h-- ALTERNATIVE: INSTALL..MINIMUM OF ��1��°IM"O• iti•MIN (3)FLOOR RETURNS 2 Na-0 OR EQUAL TO 2e MAX CIRCULATION UNE - SWIMMING POOL WITHOUT MD X DEBRIS I RECIIRCULATION MA I IN DRAINS REMOVAL I I AL SYSTEM AN APPROVED C VACUUM RELEASE SYSTEM SUCH `' I�H AASYBE I AR AS THE VAC-ALERT TU SVRS SYSTEM IS AN VENT roATMOSPHERE sovENT MODELSP_ioie ALTERNATIVE TO THE.OTHER SYSTEMS SHOWN. WILL NOT BE BLOCKED BY DEBRIS, I INSECT INFESTATION OR ALTERNATE SUCTION INLET SYSTEM z•so•EteOWg MAY MICROBIOLOGICAL CONTAMINATION 2. 1 ON THE BOTTOM AND ONE ON (COVER MUST COMPLY WITH I 'Fi 0 VENT PIPE THE VERTICAL WALL OR ONE EACH ON ANSUASME A11219.8 M) 3'-0'MINIMUM \ TWO(2)SEPARATE VERTICLE WALLS SEE ALTERNATE \` r T BLUE HAVEN POOLS & SPAS 2-0 I 2.0 i2"MIN. ATTACH PLACKARD WHICH STATES 12041 BEACH BOULEVARD t %'0 THAT VENT IS A SWIMMING POOL SUC IN I INLET SUCTION INLET SAFETY DEVICE AND SHOULD NOT JACKSONVILLE (MAIN DRAIN) (MAIN DRAIN) •• BE TAMPEREp wmt , FL 32246 �NaHFD"" 2'0 TEL (904)620-0090 3uc-.ESTED II I MAXIMUM DISTANCE I %i 0 ALL VENT I TO VENT TEf: DETAI l PIPING= h• I CONNECTION- 2 ON-1 — ATMOSPHERIC'/ENT PIPE SEP 1 0 2007 LENGTH Z•Z MINIMUM=16 MAXIMUM=30• DRAWING TO SUPPLEMENT CONTRACTOR'S SPECIFICATION A�LLSUCTION DR4WINGDNFILE ALTERNATIVE ;:MING= 2•Z TO PUMP I � THE MAXIMUM`IACUUM WITH ONE I SUMP PLUGGED AND TO RELEASE DUAL SUCTION INLET SYSTEM I :BODY_NTR4PMENTONTHEOTHEP ! (� RECIRCULATION I SUMP WILL NOT SCE=D 4.5 INCHES I GOR ON H.S E ARD ON P .E & ATMOSPHERIC VENT SYSTEM ! 7F MERCURY IN35ECONDS i FL P.E. 193 672 EMORAN B SYSTEMS IN ACCORD NITH SECT 424.2.6.6 FLORIDA BUILDING CODE-BUILDING 2004 N!2006 REVISIONS N. L STE. 203 AND SECT 44101,6.3 FLORIDA BUILDING CODE-RESIDENTIA.L'N/2006 REVISIONS l+axIMlJrn xicTlcN PIPS iEL3cI;• ORLANDO, FL 32807 PHONE:(407)275-1099 OR s GPM FAX: (407)275-1015 S MOTTO SCALE SHEET — � I . 2 OF 3 OWCJ BY I II IIII, � w _ . , - - - _ •�°� - .. - l� o k o 114 a I Io IK O v ITE4 L s = o o r� a - .J r I - Y L� 1 O `� ►U \ .O� •Cx�2 ` 71 . 8 �t�7 �y �� �► �}- r° �O w y Q �• D 0 r - V •Z ' U V •rd Vcj� 14 f• ..':: w �i- - - - s I I s �7 1 Ilu N W �-- - I a I D z D W .r V U 7 � � p � z �,2 •o�y ri i' " 'g. =__ `� � � � �C � '"•� t 9 J _ ••°� ��? _ •Z o •�::r �n �` D O W t j�O I .t 1� W v I i !� "/ ►� W _ W 2 m J _ I J O I 21 .. m WW ti J I �- D I I � D W .1, Q � vo.OIp � -J �.c: r.,y._�Y � ,h�= rU Q � �� � � Q�j p oW 7 2 � � ,g� a�8 s . �� Q o ��. , te n- W � _ Z �.L _r �o �UqV� c Q a J z z 7 000U::s co 0 EU IR a � c�o M c� rno ch 7 V- CO N OcvW LO J!� I I II a �n SO I II I S�.o� d W o o W esv woe I � - � � �QQ o �- o Q -9— > �sEb n , � W� qvWW O _o � omo !` frJ • � eo � , mz ��� � o W U cu� I z LZQ oaZp �� OO[� o(N o cI coX Nt4 �W _ UO � NCL O O O ri UQ4. 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