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HomeMy WebLinkAboutConstruction Plans77 2 i , w 0 x a c_ N P MIN.SETBACK FRONT -- SIDES CNR SIDES„ _— REAR -_-_-- ZNG._._ — TECH.____. -__A P(AJZ,t)1,,'S'GX NET i 8A R'0� C.G.C. L. O'•.,` POOL GATES 4j •` SELF -CLOSING AND SELF LATCHING 6ID. LATCHING DEVICE 54" ABOVE BOTTOM OF THE GATE l R. 8 In. +24 NAVD LL_ POOLGUARD ALARMS IN & SPA LOT 8 �_ CF PROVIDE LANDSCAPE BARRIER AROUND POOL EQUIPMENT +6" MIN ABOVE EQUIP '__�36" HIGH CROTON PLANTS @ 24" O.C. MIN 2 J ww O. O a e G'00 %9,% eCO P A&® File COPY POOLDESIGN.NET 30 S.W. 5th COURT POMPANO BEACH FLA 33060 (954) 941-1124 info@swimmingpoolplan.com CERTIFICATE OF AUTHORIZATION N. 9871 DESIGN PER FLORIDA BUILDING CODE 454.2 INCLUDING BUT NOT LIMITED TO 454.2.6.E /R410141 ENTRAPMENT PROTECTION FOR SUCTION INLETS 454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS REVISIONS GENERAL NOTES' 1) PLANS DESIGNED PER 20176th EDITION F,SO, RESIDENTIAL CHAPTERS 42 & 45 and ANSIMSPI 3, ANSI/NSPI 5, ANSVAPSP 7,ANSI/APSPdCC 15 2)DESIGN IS BASED ON RECOMMENDATIONS FROM SOILPROBE ENGINEERING & TESTING INC. REPORT DATED AUGUST 29th, 2018. IS ATTACHED. ALL RECOMMENDATIONS FOR SITE PREPARATION SHALL BE FOLLOWED PER SOIL REPORT. IF CONDITIONS DIFFER FROM CONDITIONS SPECIFIED ABOVE, THIS ENGINEER SHALL BE NOTIFIED PRIOR TO FURTHER CONSTRUCTION OF THIS PROJECT. 3) ALL CONCRETE SHALL CONFORM TO A,C.1318.11. CONCRETE. SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED CONCRETE (GUNITEI SHOTCRETE) 4) ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS OR NEW BILLET STEEL CONFORMING TO A.T.S.M.45. STEEL SHALL BE BENT, LAPPED, AND PLACED IN ACCORDANCE WITH A.G.I. STANDARDS AND SPECIFICATIONS. 5) PIPING: ALL POOL PIPING SHALL BEAR THE N,8K. PW SEAL OF APPROVAL AND SHALL BE SCHEDULE 40 P,V.C. MIN, POOL PIPING TO COMPLY WITH F.B.C. POOL EQUIPMENT TO APPLY TO F.B.C. 6) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL MEET ALL REQUIREMENTS IN F.B.C. 7) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2014 NEC SECTION 880.26(0) w�. G �jgF. ism �\ 68449 ' a �> N° •�i�`7' * O :Lu �i '��o Q •• A O c� O B \ am. N Pe ," °% B. M. AKERS P.E. 68449 SITE PLAN TITLE LOT 8 VENETIAN ADMINISTRATION LLC DESCRIPTION 4452 N. HWY Al F 4 Scale: 1 in = 20ft. Om. DATE 2/4/2020 PAGE 1 OF 5 ZETE (TYP) 1 st FLOOR PLAN (FENCE AND GATE) TOP CAP ON 2% ALUMINUM Xz" DIAM. ALUMINUM (TYP) 2"x2"x )y" '.. ALUMINUM FINISH FLOOR MINIMUM POST EMBEDMENT=4" 3 V' DIAM. x 4" DEEP HOLE INTO CONCRETE, FILL HOLE w/ EPDXY BONDING & GROUTING ADHESIVE SIKADUR 32 HI —MOD DETAIL RAILING ATTACHMENT 2" SQ. POSTS USING 1/8" ALUMINUM 2"x2"x Y8" ALUMINUM PICKET ep ""p 11 ti J C440 NOTE: 1. PICKET SPACING TO REJECT a DIAM. SPHERE. 2. ALL FASTENERS FOR RAIL ATTACHMENTS TO BE STAINLESS STEEL NOTE: 1. ALL FENCE COMPONENTS TO BE WELDED STRUCTURAL ALUMINUM WITH NO MECHANICALLY FASTENED JOINTS. 2. ALL FENCING TO BE POWDER —COAT FINISHED. COLOR: TED CONCRETE or CMU 2"x2"xY8"ALUMINUM ANGLE 4" L.G. (EACH SIDE) w/(2) Y4"ST/ST. ULTRACONS w/1 34'"MIN. EMBEDMENT ® 3"MIN. & 1 Y2"MIN. EDGE DIST. (TYP) YB" 1-4-1 WALL CONNECTION POOLOEStGNAET 39 S.W: Sth COMT POMPANO BEACH FLA 33M (954) 041-1124 e'IfP�swirnNtirtPt�iPl%�-cmr CERTIFICATE 4F AtxrHoR12Anom N. 0871 oeslcrvrfN Eu�twnaun.vpas emE 4stz Mceumwcsirrfaorf 8aRi0 m.. 4s4xzs+N45ai.sa EUIRgcMENrPRocrxmta sucparu riiEis ua2jrr�smErrnu sw exwrvc egRNIErs REGli�mems. RIYINDM GENEau NarEs: W.pyB pEbiGpEO PER A116M EbNMf bG RE59ENSMl CMA>fFA9 i$ BKard AFM4919%3, AlBpN9R$, ANSllAP9P],AM5YPASPIICE 45 21 THE shEuusr HA41E NNosTURb£o sum mcK sAMq PNO fl6CN. W NNAMHAWN REAKMG VALL£UF 55W PSK rrY"E Pa.ww Ma9ElElM Nv rtnrlauL : PA!o vJn CpNaitlgN9IN FH18pPEAHAY4 SEEN 9Y tlA5! A ExPE enPAs4E ofwwaxmr nvrotAnonECl; ces�s¢eANo oErm ¢GGp1lgN5I]EFfRfAOM CON iG£C6Y-0ABVYE,'IXS EIIGMEER SNgLL 9E NQnYI�a ?KKM TGiNiMER fANSlR11CMYL QTN6 P OJECT. 41 ALL cocli]M SNAYL CMiE1X4 MAF:t31$It, cwrcnETesBnti 5wve A MMMN.ttWWRES3N£ 59iENG$HOF 30190P&NRPNFti"ATICAL LY PLdCEII LOMCREIF.SOXMIFRHOiGREIE) 3,`ALL P�MFa{CNGSiEEL sHgY18E LwIENMEn1 G z OE.ME08AR5. 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SOLID PICKETS, 4' OC . REJECT C CIA. SPHERE 2' SO. GATE POSTS UMNG 1/8' ALUMINUM o CONNECTED TO THE STAIRS RAIUNG I i MINIMUM POST EMBEDMENT- 4' ELEV. SECTION- G iOUD ROD 2' SO. GATE POSTS USING 1/B' ALUMINUM S.S MK CONS Y/ 1 W MIN. EMBED DGE DISTANCE C D' O.C(PER ANGLE) 'ALUMINUM 0 2e MAX i S.S SMS a SELF DRIWNG or MELDED NO E B OA 1. PICKET SPACING TO REJECT 4' DAM. SPHERE. OR 2. ALL FASTENERS FOR RAIL ATTACHMENT, TO BE STAINLESS STEEL COMPONENTS TO BE MELDEp S1RUCIURAI. M1H NO MECHANICALLY FASTENED JOINTS NG 10 BEPOYAER-COATRNISHE0. POOLDESIGN.NET 30 S.W. 5UI CODRT ?Ot AN IO BEACH FLA 33080 (954) 941 1124 nfOQBme wm,VP.O(MsnC CERTIFICATE OF AUTTIORY2ATION N. 9871 PES vi PE[� A.8U4cix4 c4oEau.2 MCUpN6 BUTBtlTM[iR4lEp To, i51?fi51R4tS16f EMfFAPMEkJ PrypIEGSrtIN It1R 5d1CTkPl MET4 kiµl3lYWM2rt: BAD REQUIREMENTS IYNION! 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