Loading...
1057 BEACH AVE - DECK DRAWINGS OFFICE COPY 7,_o ll ? a a •M,--..p,..�,.,,...,.__.__e...,o.,.....-m.._..___—._M...�...,.....w,,.�.,.__..�._.V,e..�..m.,.._ ..�„��.�m...,. ��! *I.s r��MP�t:� �s: � - ,.. ,...,.�.,._.,m„•.,..z.,..-.....,,_,.s,�.................��..,..,,�,.,......U......w.R...,..�...�..�..._...�,....,..,_,.,�.�.„�..a�,.�.,. ...�.sm„�...vJ,,.�,...... �-.,.,,,.,.. C Ri -, f IQ � M� .vet OF CER77F O FOR. HOWARD J. & VICKI .T ._ OFFICE COPY h l ' -COASTAL � CONSTRUCTION RE—'SOD EXCAVATED � . CONTROL LINE AREAS PROPOSED i PROPOSED RELOCATED � POOL BECK IFILL PROPOSE® N3 � COTe PROPOSED ELEVATED .TIMBER POOL ! DECK N FF aEV _ 157-7 ' ��' 1 o' >xi xrss z ► ;� vy1 r A .. - +14.5 ,{��:-���p�y��j x ?7B i ��e�arc/9 eyy �?om X14 2 �1 i iJLYgt#i/ARK E�� .'1r�I764 -+� ♦n �'7 ,,g JVAlL'N POW? 13.51 � � . � CLi1VG ago NAW 88 DAMAI ;.2s' _ Q� ),Ec Frac 1 ;_ _ a ' BRICK HOW _ \ —— x POOL 15 POO Z CDY ia. ut4 r p x 13.Z52 13.E i Rrx 70 = i I 0 Ko &BRICK gyp iRtiL LNE x�13 - s5 t s AR y �3 BRIGK ,;; � ---- "' x 13.58 93:36 . t � 15 F. EV. . PRO OSE© - MW PROP +E'3� Z2i2,3s ELPROPOSED q F77 ?00 DECIA RELOCATED FILL RE SOB EXCAVATED .COASTAL AR AS SHOWING BOUNDARY SURVEY OF P Ov BL C K 41, AS SHOWN ON THE PLAT OFATLANTIC BEACH CORPORATION, AS RECORDED IM PLA BOOK 6 O RMA. LtC RECO ,� OF � UVAL C FZO Imo' PUB MC.t' Off' UN CARR �D , 77FIEU FOR.HOWARD J. & VICKI T. LOO 1 , 4 FOUND, 3� A-19 +y 40 y� a 6 >k e a y a L • C 2 Q n W v � s_ ¢ 3 ,Q- z O Y - tv 2 N 21 f 73 R ffi�I8.37152 7 O 3 E 375005SJ7356 x _++ W Vf. R z LOT 7 L ` w 1 z M� 11 8 < Srr� .D 7 //}�O V 2 � >a � a f�. p 14 'kP BENCHWARK > R" V - O E 37 451 a, N JW 1 rtt Now 5'IEPS - - AJL r'lN1ER W 7 3.5t i COMC S31 ..... POLEEL .54 1� t1.7 NA1?J Sd d 7Uf4J J Ct! 8 5T .- , 4 - �'"� 3.6a 03 9RWK L � Q 1 j y S 77.1 3 1 7 L pT� 0 , WOOD tk57 cn V N FF-15.12' 0 , o < v ti . _. 3.52 . 7 #3 1 .44 ' O A 7 yr �0o 1 , 1, Fwc�s ARE � o �., BRIM ba EARA Nt7+Gla r - ... �. F,F. 14 61 o AS TTEd) !? 7 93.8 7.8 A'P PLAN. PEf1alIR' � s j I MWER RESWRCE MANAGE Mor gF/�ICN�i<JF 8Y'R� _ , Sr 84 '111S EN� NMENAtPROTECTNFLGREN � ' r ?Jim � AND ANY OTHER APHORIZEDAGTNEtiES 375fN78.2B158?9 E a T Y Ri i.C,C)NDiT1QNS�'(F�PEFiMtT: �e a TIES ARE STAT Y LM+IIt'ED TO THQSE 3.36 in CONSt'I CTION A�ACiM CTL.. 7 ase vI: PLANS AND �I THE PROJECT Slow t3o-�-r sic ON Tt�APPRO o NS s , rn GU m PEF6iAtT IS SSU PURSUANT TO 161 F.S. ,, �IC)1+L TMRS CMI. T , N 2f f LOT 820 85572 f ri 77 !_ z U . m� J MAY E 37 2J236 pls�iMlT$ � 00 AM 4R � nh. z e�V� rGr u7 j l �., —Obvbvogdtw Dow 6 a . l i } V N8 + ?6 22&f Rt: S-W 0 Clvcr- T FESfA` K 2017 ` t N..O TE t _! � P1r vvA f ER 113EARNGSSH4NFhEtV'BASED � COASTAL COYSTRVC77Ov RESOURCEMANAGEMENT, Mt _A MA M E tVT RE 1N A4fAJ� BOr71C PALS'„72-72H CUN CLQ Cr TR{71L LINE A5� S l,�W 779 PA 1769--1 . AND GFF7CIAt."RE� fl__ 3 PAGE 782 A tIERE 8A5'Efl NAM 88 A7tIM. ' V' 11 # GNV >fl r £LEA LCIS �KJN'1 A 71LW OF .10 NA 88 DA ELfY _ 2 D 2. MEAN H -� ,Z I IL,�l WA FILE COPY REYf TO AIV hAH YA AL L�WAIIS �i r 71:74 - M 1f98—.34 &- 4--' 16 REV1. T W NEN+'HCX15Y~ 2 2t? SfD D StIL 7E PROPERf' �ftN> ON APPEARS 7n LAE FLOOD ZARI X & A Qts SCALEi1 FRdA! tZt7laD L�f l — 4-17 A/AP t�t/V 7Y 89 7F FOR AL CL1t11V �. l3ATEti /INSURANCE � r C1F7lDA AND CL1i1R7ES LJNL�' ANO fll�Es NOT CONS 7U7� A �'77F7C R IS- A L7lIV OF SAME. SHOW STA-TE LA l! SURVRI EYORS, INC. 5 MINING 1f ?RACE 1209, JACKSON ALE FLORIDA 3227 904 860-2535 2016. 7!4!, STA7E SUR !N L£t,�'ND t.J4IVa «� r C cm cavc MON b'L'Cd IP mm PIPE ARCS BASED Ll1V LINE'AS SIf7NM s� RB AR REB 7115 SURWY DOES NOT REFLECT OR L1E7ERA/JlVf 0 IP A � Rfc�+r aFw,1Y NNE�?SN . s sCEwArJc NOT VALID W7tI0Ur 7Nf SIGNATURE ANO 7NE ORIGINAL RAISEDSE AL t � wo y OF A It A LICENSED 5LREYQR ANO AA FFE4 COV COMTM AWA CfWM fflE � 7N1S,SURVEY BASED UPON DIESCMPTION AS FURNISHED,SHELi' ANt) W77IOtJr c PAD Aft CA�IDJ7IQ'WNG �'' T Tf 7RA �� � 7LE `ABS cr OF n '`Alva �O RESEARCH. 7LE ARL:i'V JtAUi4AL JIJSTAAfM C©JVCREIE , sx 11:8 M. �'t7A S: 581 &&L MkIDWG SC fiL Esu? EAS�#IENT ALS CMM til f7ELfl t�447F 15-16 PC• r OP CURW I 't' RESITS t't.i 2-9 SURE? 7R AAO MA QPERPr JOvr YANGENCY 51IA7tlRE Il TE srA7E OF FLORIDA� L821 . [y7F srORDER N (REVISIONS BY DEP PERMIT CCK ISSUE 1OL28/16 FOUhD BUILDING PERMIT AA-19 MAP SHOWING BOUNDARY SURVEY OF CK ISSUE 01/31 Ll c *41 LOM 5 & 6, BLOCK 41, A 3! SHOWN ON = PLAT OF ATLAffNC BF-4Cff CORPOR4TION, AS RECORDED JN PLAT BOOK 6 pAGE I OF cuRRENT PUBLIC RECORDS OF DUVAL CWINTY, FLORIDA. CER77nED FOR-HOWARD J. & VICKI T. LOFF \SSW., d z wz a COASTAL RE—SOD EXCAVATED CONsTRuc-nON AREAS W :3-j CONTROL LINE < zu- 0r, PROPOSED C4 < RELOCATED CK PROPOSED P < I FILL w(5 rl- POOL DECK co =)o Z & C14 N x-al W LLJ 373ma6i 0�0-1 w'-' ILA PROPOSED PROPOSED LLJ W LOT-17 V) 0. 00 05; 0 POOL -j 00 ELEVATED TIMBER CLzog *1 in DECK 00 c 2-SMOTY WOOD 200. 0 't $527 1-- FF aEV. - 1&77 J", j5 *14,5 Q N Jm IM59 10 too fiENChWAW E 37 01764 s x C� 1&51 Ls AL41L AV PONM DECK ME EL X4W W VATW a 13A two :9.0 I 01 LK T s Y PWL JIM/ I a (3 -0.0 FF-15LI2* x 2.8 x 13M 1&44 Now A 444 Fir-14. 7.8 44.25 IL 4 3& E SEASONAL HIGH MEA14 4GH Sao( WATER LINE WATER �NE I&M 13ZV6 VEGETATION 2 SMR�WOOO LOT4 LINE N lawn r PRO�OSED PROPOSED 11 aEV la 77 ilt POO DEC RELOCATED RE ?E FILL Lj E SOD EXCAVATED AR AS COASTAL CONSTR UJ CONTROL LINE cr. 0 Z .-j APPFIOVeD PLAN AS PBU#rrM FWA 0 "5 En w A-20 OY 7W DNWN OF WATER RESMOCE MANAGDJDff ry < FLORIDA Of PAR nWW OF E W RONIM E NTAL PROTE CTM w m APPRPVED CONSTRUCTION AND ANY OTHER AU7NORIZED ACTMM ui m 0 U. F= MM COMPLY wrrH ALL CONDITIONS OF'niE PERMIT. COWSMUCTION AND ACMIES ARE STAMY LOAM TO THM to z < 75-2" BOTH SHOWN ON THE APPROVED PLANS AND'USM JIN THE PROJ= 96POWTM. lMSPEAMfflSl$SUEDPtXftANT-F0CKlW,F.& E K 127 AMORORPERMUS MAY BEFURWIM < AWARD DISTANCE OF Pool- OF 3b SEAWARD DIS 146 2 -0! 44 SEAWARD D'S 01. FILL RELOCATED f SE D J 271 UNE CE OF VEGE All uj ARD DiST SE 3681-0 WATER UNE OF SE DIST SEAW ------ 425 WATER L MEAN HIGH NOTES. AW —0"± 4631 WATER LINE 1.) BEARINGS SFfOW a4sfv OF "o -"PAOE -2 M, AN DiSTANCE CON 7ROL UW IN MAII 800k��4k'­ X SEAWN D 000" ON 04 ��-QAJM 2.) ELEV IEIR 710N OF 1.87 N 2.) MEAN HIGH M.w, -77:F "A SITE PLAN SCALE: 1 20' CCK CHUXED CCK zo 40 DA7E SCALE: l" - 20' g' 110/28/11� SCALE L -1- WPM- WNW DuRmAtom 0"�vy sioxnm JNACCWaVCEWHFA00Wnat4MMAW� 1 OF 2 fREMSIONS BY D DEP PERMIT ISSUE� 1OL28/16 CCK 40'--,#;8 1/4"± REVISED POST cn CCK z LOCATIONS 0 F= 12/20/16 2'-2 1/2" 12'-8 1/2"± 12'-8 1/2"± 12'-8 1/2"± 411 6%6- POST LOCATIONS 0 BUILDING PERMIT 2"xl 0" P.T. 81YP NO.2 RIPPED 2"xlO* P.T. SYP No.2 (4 LOCATIONS) _j ISSUE 01/31/17 CCK DOWN RIM BqARD. FASTEN w/ DECK JOIST, INSTALL cn ADD 6"x6* P.T. SYP NO.2 4 ROWS 12d RING SHANK TIGHT AGAINST 6"W 0 (2)2"xlO" P.T. SYP N0.2 POST FOR HANDRAIL ONLY. STAINLESS KEL NAILS POST. FASTEN w/ 6-12d 2%12" P.T. SYP No.2' :, o x6 P.T. SYP NO-2 NO POST TO GRADE BELOW. 0 16- O.C., INTO THE STAINLESS STEEL NAILS STRINGER BELOW, POST 40 DIAGANOL RIM BORAD RIPPED (TYPICAL 6 LOCATIONS) END OF EACH DECK JOIST (TYPICAL) THIS SIDE (TYPICAL 4 LOCATIONS) ax co DOWN TO 81/4". FASTEN TO ADJOINING RIM BOARD w/ 8-12d 2"xl 0" RIM BOARD RIPPED DOWN TO 8/4 2"xl 0" RIM BOAR RIPPED DOWN TO 81/4 RING SHANK STAINLESS STEEL 2"xl 0" RIM OARD IPPED DOWN TO 8/4 a NAILS f ............. ............... -------- .............. .................. ........ Rl in i Fin f F.- F i- ....................... ............ ............... ....... .................... ...... ....... 1.7 O�'\-2eOx2'-O"d CONCRETE r- r F -1 -71 -1 -1 r- F r r IF o (2) xll.25' 2.OE t42 MICR0lkM LVL STRING:R "DONUT" FOUNDATION d \,D-V BELOW (TYPICAL 4 LOCATIONS) Z M 1 pc SIMPSON- H3 Lli Z 0 STAINLESSSTEEL E)aSTING 11MBER H 2"xl 0' 1 P.T. Sllf 3 No.2 TAPER DECKHJOISTS 16" i.c. I HURRICANE CLJP W/ Z U. r, cq 8-8dxl'/2" STAINLESS co 0 FRAMED STAIR (TYPI AL) <0 to fl*- 'STEEL NAILS AT EACH STRINGERS, TREADS$ AND RISERS TO REMAIN DECK JOIST'(TYPICAL) 0 W - 0 _j M 0 rt a Z) 0 V_ z c%4 Of _j a- -m ADD 6"x6" P.T. SYP NO.2 05; 0 2") P.T. YP No. _r. co ED ' POST FOR HANDRAIL ONLY. Q_Z 0 Z rjj_ STJ GER SOLID I OCKIN[� 0 NO POST TO GRADE BELOW. 0 F=cqcn ELE VATED DECK w/ -ld TfE-NAI ; EACH END. _j 0 (TYPICAL 6 LOCATIONS) D-1 HOI FLUSI I TO OF J( IST TYI ICAL _AQD 2"x8" P.T. SYP No.2 Of 0 -2 \P. SOLID SLOOKMG EACH SIDE ADD 6%6" P.T. SYP NO.2 TYPICA 1. w/ 6-16d STAINLESS STEEL POST FOR HANDRAIL ONLY. RING SHANK )4AILS INTO NO POST TO GRADE BELOW. (2)1.79i xll.25' 2.OE 6*x6* POST EACH (TYPICAL 6 LOCATIONS) CROI kM LVL STRING JR----Il 8 1 WOx2 0"d CIO., L L L _j _j "DONUr FOUNDATION L L IlL I L I L L I L L I L I J 1-i _j _j 1 11 J _j ...... --- ------------ ADD 2"x8" P.T. SYP No-2 .......... ............. ..................... ....... .......... ............. (TYPICAL 5 LOCATIONS) SOLID BLOCKING EACH SIDE iti VIA 1 11 It A N wl 6-16d STAINLESS STEEL RING SHANK NAILS INTO 6"x6" POST EACH A 6mx6" P.T. SYP NO.2 POST-,--" (TYPICAL 5 LOCATIONS) 4#-8 1/4"± 0'-1 5/8"± '-53/8"± 10"-6 3/4"± 8,-100± 6"x6- POST LOCATIONS \L \lo (5 LOCATION OST POST 1pc SIMPSON H3 2"X12" P.T. SYP No.2 LOCATE THIS 6"x6" P LOCATE THIS 6"x6" AT THE IG OF THE EXISTING AT THE Q OF THE EXISTING STAINLESS STEEL STRINGER BELOW, 9.375* wide MULL STUDS 5" wide WINDOW MULL STUDS HURRICANE CLIP w/ THIS SIDE NOTE: 8-8dxl STAINLESS\ WATERPROOFING AND LOCATE THIS 6"x6* POST EXISTING STEEL NAILS AT EACH FLASHING oi� Ar THE fg OF THE EXIS TWO STORY DECK JOIST (TYPICAL) wid Y_ O2!ER_Q7 e M LUL Lj RESIDENCE APPW ftMASPOVAn�W %Ile ARM Al.PRM WE OTHIM 40mm. - om_ . 0 ' 'm Vlow _j 0.0,010 WNW MRAWANWA X -LLJ Ll ui PALI m co h I MODIEJED DECK ;�;MM DESIGN CRIIIERIA: ELEVATED TIMBER DECK FRAMING PLAN LL. I , 0 < 41, IA i4e If) z WINPAM M 7 P! fjj m -CK DEAD LOAD 1 Opsf SUPERIMPOSED DE SUPERIMPOSED DEkcK LIVE LOAD 60psf SCALE: '/2" V-0* 6"x6" P.T. SYP NO.2 tu 6**x6w P.T. SYP No.2 POST POST FOR HANDRAIL ONLY. NO POST TO GRADE BELOW. j J, 2ply 1.75*01.25" 2.OE L 1pc SIMPSON H3 CUP UPLIFT 0 MICROLAM LVL STRINGER LLJ MEM T SIMPSON CONNECTOR TION :2*xlO* rDECK T 2 C LVL - ply,�'MIC (J)H3 CUP EACH INTERSEC 2"x6" P.T. SYP NO.1 DECKING w/ 2pcs-#10 x 21/2" 2"x6" P.T. SYP NO.1 DECKING w/ 2pcs-#10 x 21/2" DEOC-S #2 SQUARE DRIVE TYPE 316 STAINLESS STEEL DECK #2 SQUARE DRIVE TYPE 316 STAINLESS STEEL DECK SCREWS AT EACH SLEEPER INTERSECTION SCREWS AT EACH SLEEPER INTERSECTION zp Y2 0 ly MICROLAM LVL P THROUGH BOLTS AND DE -16d RING SHANK S.S. NAILS WATERPROOFING AS PER ARCHITECTURAL /-WATERPROOFING AS PER ARCHITECTURAL CK STRINGER Ld PLANS (DESIGNED BY OTHERS) PLANS (DESIGNED� BY OTHERS) 6"x6" POST llr--#,-FOLAPATION 2" EACH WAY 2"x4" P.T. SYP NO.2 SLEEPERS. FASTEN THROUGH NOTE: 2"A" P.T. SYP NO.2 SLEEPERS. FASTEN THROUGH. ... ........ 24`0:FOUNDA7nON 151* -EACH WAY WATERPROOFING AND WATERPROOFING AS PER AACHITECTURAL PLANS WATERPROOFING AS PER ARCHITECTURAL PLANS FLASHING DESIGNED PRESSURE TREATO TONGUE AND GROOVE 3/4" PRESSURE TREATED TONGUE AND GROOVE BY OTHERS NOTES: PLYWOOD SHEATHING. FASTEN w/ 1 Od PLYWOOD SHEATHING. FASTEN w/ 10d 1) CONNECTORS ARE SIMPSON STRONG TIE, 304 STAI HANK STAI RING S NLES$ STEEL NAILS rRING SHANK STAINLESS STEEL NAILS - ----- C -noNs 2) SEE DETAILS THIS SHEET FOR TipicAL APPUI A Al* 0 4" O.C. EDGES AND.,'6" O.C. FIELD SLOPE 1" 0 4" O.C. EDGES AND 6" O.C. FIELD Z 3) USE THE FOLLOWING FASTENERS-_,jFOR EACH tONNGOR,' FLORIDA PRODUCT APPROVAL #10456.13 _<Z x1l 2" STAINLESS > STEEL NAILS H3 DRAWN CHECKED lt CCK DATE 6 volts 1, 0* 010", mv� CODE \-2"xlO" P.T. SYP No.2 TAPE*D 1"x6" WESTERN RED CEDAR V-NOTCH TONGUE-/ 1*x6m WESTERN RED :DAR V-NOTCH TONGUE 2%10" P.T. SYP No.2 TAPERED DECK JOISTS 0 16" O.C. TAPER ... IN AND GROOVE CEILING DIAPHRAGM (LUMBER AND GROOVE CElUt DIAPHRAGM (LUMBER DECK JOISTS 0 16" O.C. TAPER SHM A 't imumbou sm 'Opt, m ;Ivv GRADE AS PER OWNER). BLIND NAIL wl 6d fm FROM 91/4" TO 81/4 GRADE AS PER OWNER)� BLIND NAIL w/ 6d 1 FROM 91/4n TO 8 1/4 �77 STAINLESS STEEL FINISHES NAILS AT EACH STAINLESS STEEL FINISHES NAILS AT EACH CK MU"UNWACOW& DECK JOIST INTERSECTION. DEl" JOIST INTERSECTION. I -31K 11 P D[RI P 10 T z_/l 1%nn 5E, ST&W OW AS f MUM BY F#X laM SECTION 7"� SECTION r2 SCALE: 11/2 is—o" SCALE 11/2" = 1'-0* TWA&ATWM-CKHASMSEMiMSOEDASMEVEMME STRUCW IN ACCOMMM WffH FAC CKWM MUMn SHEET OF REVISIONS 13Y STRUCTURAL NOES- DEP PERMIT CCK DESIGN IN ACCORDANCE NTH f4EQUIREMENTS OF THE ISSUE 10/28/16 REVISED SPA 2014 FLORIDA BUILDING CODE. CCK -WO-TE: WALL 12 6 CONTRACTOR SHALL ADJUST POOL DEP 12ESGN �RIIMA: BUILDING PERMIT ELEVATIONS, POOL DECK ELEVATIONS, i ISSUE OlZ31117 CCK AND SITE GRADES, AS REQUIRED, TO DUVAL COUNTY BLEND IN WITH THE EX11STING MONUMENT R049 GRADES AND HOUSE COND111ONS RE-SOD AREAS FILLED WITH EXCAVATED SAND 100 YEAR STORM ELEVATION +17.5' NGVD (E-L.+16.4' NAVD) EL. +15.00' NAVD COASTAL CONSTRUCTION TOP OF DECK DRAINI'll' EW POOL DECK. WAVE CREST HT. CONTROL LINE TRAVERTINE FIELD PAVERS PROPOSED RELOCATION --L.+ 4.4" NAVD) NEW ELEVATED NEW OVER COMPACTED SAND OF STE FILL SEAWARD OF 100 YEAR STORM DESIGN + 5.51 NGVD TIMBER DECK DRAINAGE SWALE ro op BED. FINISH TO BE THE COASTAL CONSTRUCTION GRADE JN04*45152T 200.0 DETERMINED BY OWNER CONTROLLINE x 14.2 )e B El- LIVE AD New Poet 15 x 14.6 X I EQUIPMENT POOL DECK' SLABS/COPING 40 PSF CONCRE7E Ell br 77NC +14-5 4.EL +1i08p NAVD +14.25 +1 D-5 7 1 - I Livk.b I m io S7EPS -415 ) 9-111117 Monti,- -- A ALLQWABLE�UNIT SEE= .3' 1 F-L ;r Ur-eK CONCRETE: ��PER ACI 318) \53.8 EL. +15.08' NAVD CONCRETE: EDGE OF DECK r SLAB ON GRADE fc = 3000 PSI 0 POOL EL. +15.33' N STRUCTURAL POOL SHELL SLABS fc = 5000 PSI zv) TOP OF POOL EL. +15. NAVD b ut:(;K STRUCTURAL POOL SHELL WALLS fc = 50OOPSI COPING EDGI 7DECK _w < ILA DRAI AUGERCAST CONCRETE ANCHOR PILE fc = 5000 PSI bi Z a BRICK -r 0 w CONCRETE PILE CAPS fc = 5000 PSI zwo w =)_j CONCRETE GRADE BEAMS fc = 5000 PSI < ZLL. 0 STEP 5::f 00 0 -STEPS CONCRETE MAXIMUM WATER CEMENT RATIO: X <o SUNSHELF I C) <w I Ad/EL. +15.08- NAYD STRUCTURAL -ROOL:- SHELL SLASS AND WALLS 0.42 %-O ._j M EDGE OF DECK CONCRETE Pkt CAPS AND GRADE 13EAMS 0.42 z %_ 4- C4 -4. AUGERCAST ANCHOR PILE 0.46 > POOL CL co , 15.1' X15.1 0 05; 0 0 SLAB ON GRADE 0.52 2 STORY WOOD r-711 SPA POOL DEPTH 114CM VARIES z Go x z t)�0 Ell 1057 .2 cq COVERED C4 ALL POOL SHELL WALLS, SLABSo GRAa4,��,A-,' EAM AND low # 3*-6" TO 5'-0* 5 WALK F.F.=15, 12' DEC CONTA 'AGE PILE CAPS SHALL F%wmp,-v_4- F,,f IN MNIK BRICK 0 -6w DEEP WELL--� REDUCING ADMIXTLRE AS MANUFAt'll By_�VITRO 7.0' SUNSHELF &TA E +16.', 3' NAVD DRAINS P MINERALS. THt DESIGN MIX SHALL., OORTIMIED x �Aml A WT �P_ OF "PA TO BE COMP*�,Ztl WITH THIS C - ------ 14'-Ou ACRYLIC NALL 36'-Ow 12 - x TO CEMENT 00WENT, AIR CON , ETC. MAXIMUM lWATER-CEMEN 0 REWOR-CMEW-1 �A *615 M,AIDE 60 CONC & BRICK Q GARAGE, DA WELDED WIR -IM A185 EXIS11NIG !E,14ABIRIC F.F.=14.6 ALEL. +1 N VD AEL. +15.08- NAVD 5.25' N NEW DECK C" ,L 1� NA "'F EDGE OF DE %FEDGE OF DECK � :2000 PSF + GRADE soiL�'am. 11N PRESSURE: 7 cn DRAIN 5.25' NAVD EL. +15.33' NAVD REMAI "At z FF DECK TOP Cl AS 0 0.2' EL. COPING TOP OF DECK DRAIN EL. +15.25' N EDGE OF DE 1) MINIMUM 1V DIAME 2) VINIMUM 8'-0" LENGTH 19. 3 +14.5 14.25 +14.5 3) REINFORCE w/ 6-#5 x 1W,6" ,w/ O.C. + A3, TIES AT 12 4) CONCRETE fc = 5000 PSI 0 BRICK AP*PITY SHALL BE 10 TONS. r 5) PILE C 15 L ARE RE] Fogm, cbN 570194#45-;52"Or Z, 14 4' & OD ALL CONCRETE­'IWORK SHALL CONFORM TO THE -REQUIREMENTS, OF THE 13 LATEST EDITW OF ACI 318 AND 4 :,30t CONCRETE Mlk,DESIGNS �NEW ELEVATED SHALL BE WATERPROOFING $444TTED FOR THE R040 APPRO .,01F 11H N V E 'ENGINE TIMBER DECK EW POOL DECK. STR_U AND FLASHING , TRAVERTINE FIELD PAVERS CTURAL -ER.. COASTAL CONSTRUCTION DESIGNED BY NEW OVER COMPACTED SAND PROPOSED RELOCATION CONTROL LINE BED. FINISH TO BE DRAINAGE SWAI F OF SITE FILL SEAWARD Of UNLESS '_ THI!R SE SH0*10-1 A)RAWINGS, MINIMUM COVER FOR DETERMINED BY OWNER THE COASTAL CONSTRUC11ON REINFOR ING BE A "AL CONTROL LINE 75'#-20 SLABS ON GRADE --, ERED 77 CENT STRUCTURALtl PtX"INELL SEAWARD DisTANcEl OF NEW ELEVATED DECK I E-SOD AREAS FILLED 4 W-;p I H( N Hb" AUGERCAST 10 WITH EXCAVATED SAND LE 127 -8 ALL REINIFOROEMENT CON TO ASTM: -SHALL FORM GRADE 60. SEA*ARD DISTANCE OF NEW POOL < ALL WELDED 1��E FAM,"C "SHALL CONFORM TO A185. uj < LJ 140!-2 Sol ALL HOOKS I z W M NG BARS SHALL BE ACI STANDARD HOOKS. SEAWARD DISTANCE OF NEW POOL DECK m ALL CONCRE ENt_,SHALL BE DETAILED, FABRICATED, < LL. 189 -Ow± S R A j to z LABELED S SPACED IN FORMS-AND SECURED IN PLACE 0 SEAWARD DISTANCE OF RELOCATED FILL IN ACCMA THE PROCEDURES AND_`REQUIREMENTS OUTLINED AN 4- E OF THE WANUAL Of 11 STANDARD-PRACTICE FOR 0. 0 -THE qATE A�, :l 4P,E !il,ij V,R CONCRETE STRUCTURIEV't. ACI 315. 13AR DIPPED AFTER-:F-ABRICA IOU PLASTIC TtON ui COASTAL CONSTRUC11ON CONTROL LINE I R R G Sft CES SHALL CONFORM TO, THE REQUIREMENTS OF THE" T ACI 318. BUT IN NO ,CASE SHALL BE LESS THAN EXCAVATION FROM POOL O.N. ALL WE L BE LAPPED LDED WIRE FABRIC SHAL A�11�_, AND TIED SECURELY. WHERE REQUIRED. DOWELS SHALL BE USED AS BACKFILL j Aff NOTE: AROUND POOL DECK. NO m AND NUMBER OF MAIN REINFORCING, U.O.N. POOL MANUFACTURER RESPONSIBLE ORTED FILL PERMI TTED. IMP IhOTES FOR THE DESIGN AND INSTALLATION POOL,. SITE PLAN AND GRADING PLAN OF POOL EQUIPMENT PEDESTALS AS SIONS NTH 1 -0 ARCHITECTURAL DRAWINGS. SCALE: 1 le REQUIRED BY FEMA REQUIREMENTS NOTE: INDICATES SLOPE/RUNOFF ELEVATIONS SHOWN HEREON ARE NGS, SLEEVp. AND EMBEDDED ITEMS WITH ALL REFERENCED DIMENSIONS BASED ON NAVD 1988 DATUM AECHANICA CTRICAL, AND PLUMBING DRAWINGS. PROPOSED GRADING FROM THE DEP CCCL UNE TO INSTALL AN AUTOMATIC TIMER 10, THE NEW RESIDEN71AL POOL iFit STRUC L INGINEER-jq NOT HA C OL BE VE ONTR OR S FOR THE POOL LIGHT TO ENSURE EXISTING GRADE STRUCTURE AND POOL DECK I TfW,#;_,,lqI I MEANS, -METHODS NIQLXS, RESPONSIBLE CON' TECH THAT THE POOL LIGHT IS TURNED ARE TAKEN FROM THE ,4 PROCIEDUR M AN OFF WHEN NOT IN USE 153 EXISTING SPOT ELEVATION CENTERLINE OF THE E QUENCES�,-, A'C" P/OR OMISSIONS OF ANY OTIHIM PEF k CONTRACTOR so, S_ MFORM1114 SUBJECT PROPERTY T Ilm H A Of-, -a wFj MOUNTING RUE THE FAILURE F ANY OF T+OA,TIO, Wmoz HUM OF M NTH THESE CONTRACT -DOCUMoma"'I"', NOTE: HEIGHT 11 BE EIXTURES AND TYPE WU N�pv MQMI NO EXTERIOR DECK LIGHTING NOTE: PROVIDE ALL-IfEMPORARY BRAClN%­_-_,_-SH0MNG (;WflNG'_�­ V a , -11 PROPOSED HA D COLORLOGIC 2pcs AT POOL 95 watt LED SPO527SLE)5O HORIZ TAL 2'-0" BELOW THE OWNER SHALL INSTALL AND , :, TO AVOiD E�,�SIVE STRESSES AND 10 'HOLb STRUCTURAL ELEMEN TS 4.0 POOL LIGHT FLUSH MOUNT WATERLINE MAINTAIN A FOUR (4') FOOT IN PLACE D f 1G.CONSTRUCTION. COL. AMBER LED 1pc AT SPA 40 watt LED FP0535SLED50 HIGH (MINIMUM) FENCE AROUND NOTE: THE POOL AREA (TO MEET OR TU 13ED DRAVIN If" E FOO ELEVATIONS SHOWN OCCUR IN A DIS R OR POOL DRAINAGE SHAH BE DIRECTED EXCEED LOCAL CODES) ViE ENGINEER SHALL BE NOTIFIED. CCK TOWARDS NEW DRAINAGE SWALES CHECKED APPROVED PLA\ AS PERMITTED CCK BYTHE DfMON OFWATET"'-i-SOURCE MANAGEMENT FLOMIDA DEPARTMENT OF E%'v'wR0NMENTAL PROTECTION DATE APDROVEDCONSTRUCTIONANrl"A' % '-HERAUTHORIZEDACTIVITIES 10/28/20 TO-IWBMOFIMEIIMMS;mioNLMWANDOEUEF,- 16 MUST COMPLY WITH ALL"' ' TK)NS OF THE PERMIT. �_7 STRICTLY LIMITED TO THOSE SCAIJE 'ONSTRUCTION AND ACTIVITIES C *MfmoEmmRANsAmDveawArowAf*IN wwuAwm BOTH&HOWN ON THE APPROVEC AND LISTED IN THE PROjEOT 1/8w l'-O DESCRIPTION, THIS PERMIT PIURSUANT TO CH.161,F,S. AND OTHER PrzRMI-i S M,-),Y BE REQUIRED. JOB NO. El 6 052 cmvummwrn4 ___x 24-7h.N SHIEET ROVk1mad W Date ftrmit# � , ;f; "oft J 0 B D 0 N/AVO SHM I OF 4 51'-0 BEND OVER 6-#5 REVISIONS BY)* VER11CAL REINFORCING DEP PERMIT 1*_q" 12'-3" 12"-3" 12'-3" 12'-3" _11-00 PILE LAYOUT FROM AUGERCAST CONCRETE ISSUE 10/28/16 CCK ANCHOR PILE INTO t MONOLITHIC POOL SHELL REVISED SPA WALL 12L20L16 CCK 601 - 14 -1 34"t-C)" 16T- -1 4 BUILDING PERMIT C. SUNSHELF F ISSUE 01/31/17 CCK < EL +8.73' NAVD 81-on EL VARIES 3 2 TOP OF PILE '4V TOP OF PILE EL +9.33' NAVD LIJ EL. +12.83" NAVD - 1-10.08' NAVD P_ P_ EL +8.83' NAVD DEEP WELL *0 *AUGERCAST" H: TOP OF PILE P OF PILE TOP OF P E '*Aw TOP OF PILE 16 -------------- -- ------------------- ---- ---------a-- ---------------- ----—--- -----------------T__ -1 CONCRETE ANCHOR PILE w/ r-------------- r _T to 0 1 1 1 to 6-#5 x 10'-6" LONG w/ IF #3 TIES 0 12- O.C. BENCH BENCH BENCH AT 8' 177, -0* LONG PILE _j _j 4 rL b STEP STEP STEP STEP 00 STEP STEP o r vo 0 ;,,f-PROVED PLA tvlSION OF WAT&_, URGE MANiAGEMENT -30 NAS PERMITTED STEPS 4 PILE SE jam. SUNSHELF ol i.'li-'F�ARTMENT OF 1--owENTAL PROTECTION _CTION d 0 7/ *-,-- 11 14! CTVTES FTHE PERMIT. X 3/4" -H ALL -71ONS 0 SCALF_ �-OMPLY Wil c%l Ir CtY LIMITED TO THOSE w 0 6"'N AND ACTIVITIE,�,ArE SifMT 0 AhEL. -3 C"ONS-1 r'-' EL. -4'-6" 1 ; D IN THE PROJECT co RIES LLJ Z EL. +10.08! NAVD BOTH 3�1:1'\NN ON THE APPROVEPPLANS ANDUS7E EL VA !ED PURSUANT TO CH.161,F.S. C*4 DESCRIP",�gON. THIS PERMFf :s IS,� a. M TOP OF PIN AND OTHER PERMI't 5 i.!AY BE REQUIRED. `-FBOTTOM OF PILE F-zwO < L permit# oxe Reviewed by TYPICAL 1 DIAMETER UJ L + 2.831 NA z_ -0 x2'-Gn 'o SMONCR :TE , ANCHOR PILE 0 -JM C51 z =3 0 BE�CH 11 C4 TOP OF PILE RAISED STEPS a 410 Eu. of f�Wo bi 2 NATION EL. +8.8 3' NAVD TOP OF "ILE a- to 133,(' ojo 1 v-6w 133 -DEEP YELL -r .05; 0 - 00 DRAINS P-2 SCALE: 3/8 1 0 n zog 0 r 3t 0 'A POOL EL. 5'-0"* a , I? -TEP z L 4— 11— 4, s STEP STEP POOL DEPTH VARIES C14 io M 0c) 3 -6" TO 5 -0" .0 1 cq cq SPA*L SPA L 4 -4-- GRA x 12*&-op DE LIGHT DRAIN/ DEEP VkLL W/ +-j", BOTTOM SIOE) DRAINS 6" '(TYPI ' M AT LONG. 6" CONCRffTE POOL END 6 V-0* 2'-0" V-0" 2'-0'* V-0" 2'-0' f-C)" BE�CH 6_0 4.1 -0 0.1-6 1 -1 WALL w/ REI 4FORCING VERTICAL _ORCM _M OAUG *r 0 12" O.C, EA0 WAY, ERCASr 6" CONCRETE POOL SLAB R CENTERED (TYP AL) X ANCHOR P14LE ]INTO, ET w/ 1-#4 0 12* O.C., POOL ELL_�:, CENTERED, EACH WAY EL. +10.0f NAVD TC P OF PILE 0- 0 100-0" 91--21 3/4n EL. SUNSHELF 14 co 7�S (o W EL. 3-_6" Lo \P 0 1611 14'-0 36'-0" 6 3-#,4 EAC'N" WAY- 2'-O"x2'-W AD 0* PILE PILE CAP w POOL PC OL LIGHT 16*0 *AUGERCAST" .01 LIGHT CONCRETE ANCHOR PILE w/ IPB-lj #5 x 10'-6" LONG w/ #3, TIES 0, 12- O.C. z ------------------------- ___jL-- ------------------ to ----------------------- --- ----------------- ---------- AT.,".01-0" LONG PILE Li EL. +12.83' NAVD EL. +10.08' NAVD EL +9.33' NAVD EL. 1-8.73' NAVD 10 LOCATIONS) 2 TOP OF PILE TOP OF PILE TOP OF PILE TOP OF PILE P_ UJ w 6* CONCRETE POOL SIDE WALL w/ #4 REI C> 3 5 2 NFORCING 0 12" O.C. FOOL ANCHOR PILE LAYOUT PLAN EACH WAY, CENTERED (TYPICAL) -3 2 § P p P NOTE: SCALE: 3/8" V-0" INSTALL 2pcs #5 CORNER BARS uj AT EACH END OF POOL GRADE 'AP &.A DEW I Al nAlUGER INDICATES 16*0 ASr BEAM "PB-3" INTERSECTION loft""t _W CON ON, CRETE ANCHOR- PILE: i i w/ POOL GRADE BEAM *PB-10. SE Wpo 0 z NOON-Mom PROVIDE 25w MINIMUM LAP. QUO& NOTES: sc, 3/4*, 12 _Q. "R 1) PRESSURE PIPING SHALL BE TESTED AS PER LOCAL BUILDING CODES, PRIOR TO BACKnLL. 2) ALL DEP APPROVED SAND FILL SHALL BE BACKFILLED AND COMPACTED TO A DENSITY OF 95% OF EXPANSION JOINT AND SEALANT- EL. +15.33' NAVD . OPTIMUM MODIFIED STANDARD ASIM PRMTOR TEST. BACKFILL SHALL BE INSTALLED IN 12" LAYERS. EL. +15.3Y NAVD EXPANSION T AN�S T NOTE TOP OF 'S PLANS FOR DETAILS OF THE POOL, PLUMB NG/P PING AND TOP OF COPING NEW DECK DRAIN POOL LAYOUT, STEP GENERAL COPING 3) REFER TO POOL MANUFACTURER I I TRAVERTINETVIELI) AS TRAVERTINE FIELD PAVERS OVER ELECTRICAL REQUIREMENTS. RUN BENCH WIDTH, IVS- E ,AND 6 14'-0" 1,, 361-0* - 26 COMPACTEU�SAND COMPACTED SAND BED. FINISH ... .... TO BE DETERMINED RAISED STEPS ACRYLIC SPA TO BE DETERMINED BY OWNER #4 TOP w/ 90* SM) CANTILEVERED IRAVERTINE WALL, AND SPA �ACCESS STEP ARE COPING AS PER POOL BUILD Up PER THE POOL CONTRACTOR BUILD UP PERIMETER BEND 0 12" O.C. AS j R MANUFACTURER/OWNER NTH EXCA SPECIFICATIONS AND DESIGN NTH EXCAVATED _00 SPA EL. +14.83' NAVD S jj:W� 0 SLOPE.. � EX REQUIREMENTS. THE POOL EXISTING SAND FILL E TILE WATERLINE MLE IS11ING WATERLIN BEYOND It - - 0ONTRACTOR IS: RESPONSIBLE FOR SUNSHELF YWATER LINE ;� I . (TYPICAL) (TYPICAL) EXISTING GRADE XISTING E ' �=E COW LIANCE OF .THESE POOL SPA DESIGN ELEMENTS. 0, 10" BOND BEAM w/ 2-#4 -H 10" BOND BEAM w/ 2-#4 CONTINUOUS ON SIDES !6 6" CONCRETE POOL SLAB 44 CONTINUOUS ON SIDES :H AND AROUND PERIMETER .1 w/ 1-#4 0 12- O.C., AND AROUND PERIMETER 0 12"wide x 38"deep F 0 CEIS TERED. EACH WAY 16"wide x 12"deep INTEGRAL POOL GRADE ONCRETE POOL END GRADE BEAM *PB-4" POOL GRADE BEAM EL. +9.83' NAVD -U-) 6" C WALL w/ BEAM *PB-3" wl 4-#5 BOTTOM #4 REINFORCING 0 12- O.C. 2 3-#5 TOP AND 3-#5 BOTTOM W/ LAP NOTE- "PB-1" BEYOND BOTTOM OF POOL EACH WAY, CENTERED (TYPICAL) EL. +12.83' NAVD,::6 #3 STIRRUPS 0 6-/12- C. It INSTALL 2F)cs S ft P$ OAR Of�r"OL GRADE TOP OF PILE V 16'wide x 12"deep POOL GRADE ,AT EACH END FLOWA RAM SEAL 4BEAM -PB-2" IINTERSECTI IN BUX INK MON ADD #4 HORIZONTAL BEAM "PB-2" w/ 4-#5 BOTTOM LOCATE ALL LAP SPLICES WITHIN BE" EL. +10.08' NAVD Ea.. 0 12* O.C. AT INTERIOR w/ POOLGRADE THE POOL SHELL SLAB. AVOID DRAYM TOP OF PILE PROVIDE 25* IVIINIMIUM LAP., LAP SPLICES WITHIN THE POOL FACE OF POOL EL. +8.83' NAVD CCK EL. +8.73' NAVD SHELL WALLS. EL +9.3S NAVID TOP OF PILE DEEP WELL TOP OF PILE OiEO(ED z 16"0 "AUGERCAST" TOP OF PILE DRAINS 3-#4 EACH WAY ABOVE PILE CCK 16"0 "AUGERCASt' _#3 STIRRUPS 0 6- O.C. DATE CONCRETE ANCHOR PILE CONCRETE ANICHCO 2'-0"x2'-0"xl'-0'*d PI -TOTWMTOr-TWENMB-:nKWW8)GEMCBRWF, 10/28/2016 6-#5 x 10'-6" LONG w/ PILE BEYOtt FIRST S-0 EACH END, Ak EL +9.33' NAVD BOTTOM OF POOL CAP AT SINGLE PILE SCALE #3 TIES 0 12- O.C. THEN 12* O.C. AT MIDDLE 11 7HMPOOLDE"PLANSAWSPMMTl04ARElN 0OWLMM = 131—on EL. +4.83' NAVD SEE PLAN FOR LOCATIONS 3/8* WITI-I nf STMOARM ESTWSHED IN W-CTION 6MM FLORIDA AT 8'-0" LONG PILE SLAB BOTTOM OF PILE ADMNISMTKOODE JOB NO. RCAST"---s, E16-052 16"0 "AUGERCASr CONCRETE ANCHOR PILE w/ TWSE DESM PUVG NO SPWFUTIONS AM Of CONVtIAINCE VKM 16"0 "AUGE 16'0 "AUGERCAST* CONCRETE ANCHOR nE STAWM NO QJMM ESrAKM*D IN CKMMM 12A.4 AM SHEET CONCRETE ANCHOR 6-#5 x 1V-6* LONG, w/ PILJE BEYOND LONGITUDINAL CROSS SECTION O.C. CtWMMISMOFFMWCWTALCONSYROCnMMWJXMC PILE BEYOND #3 TIES 0 12" APPEIM LTO THE FBAA K COASTAL 0ONSTUCTM MAMA- EL. +2.08' NAVD AT 8*-0* LONG PlILE TW POOL HAS SIMN DESO*D�W TO WREAW Tf*RM OF OAMAM rRE7SIO I TO (> VD0 i to F33frl, klT BTU 01 EL +1.33' NAVD SECTION OF ADJACOU DWELINGIS DURING A COASTAL STM VVEN'T AS BTM OF PILE 'Y AKEL. +0.83' NAVD REMM Irf FAC 6M-UMM AM FEMA W,OWnER IUA. 2 \,.�2 SCALE: 3/8" = V-on kEL. +0.73' NAVD NT BOTTOM OF PILE TBOTTOM OF PILE TMMMMMGPMHASMMNDESWEDASMEXPeOAMX STRUC`nM N ACCOWW"WTM FAC OWMM M�RWtin 2 4 EXPANSION JOINT AND SEALANT EXPANSION JOINT AND SEALANT EL. +15.33' NAVD TOP w/ 90* STD (REVISIONS BY T-1 DEP PERMIT EXPANSION JOINT AND SEALANT EL +15.33' NAVD TRAVERTINE FIELD PAVERS OVER TRAVERTINE FIELD PAVERS O'VER TOP OF COPING BEND 0 12" O.C. ISSUE 1 OL28/16 CCK TRAVERTINE FIELD PAVERS OVER TOP OF COPING 25"-0" 61 - COMPACTED SAND BED. FINISH COMPACTED SAND BED. FINISH 16 14'-0" [, -l:-o so 11 MONOLITHIC CONCRETE REVISED SPA 6" -- CCK COMPACTED SAND BED. FINISH - - ) - I TO BE DETERMINED BY OWNER TO BE DETERMINED BY OWNER CANTILEVERED TRAVERTINE 19 3TEP S STEPS . ADD 1-#4 WALL 12/20/16 - TO BE DETERMINED BY OWNER 1*/6 a -�-O l'- " BUILD UP PERIMETER COPING AS PER POOL -00 0 12" O.C., EACH WAY BUILDING PERMIT CCK BUILD UP MONOLITHIC CONCRETE SLOPE EXISTING SAND FILL &OPE BM +14.83" NAVD WITH EXCAVATED AkEL +14.83' NAVD -\ /I WATERLINE T11 F ISSUE 01/31/17 PERIMETER NTH EXCAVATED MANUFACTURER/OWNER BENCH/STEPS w/ 1-#4 SUNSHELF EXISTING SAND FILL "T TING GRADE LINE (TYPICAL) 0 12" O.C., EACH WAY WATER LINE EXIS EXISTING GRADE 0) CH 41 6" CONCRETE WN 10 RONI) BEAM w/ 2-#4 10" BOND BEAM wl 2-#4 10* BOND BEAM w/ 2-#4 CONTINUOUS ON SIDES CONTINUOUS OX SIDES S-m' 12" 0 POOL SLAB w/ CONTINUOUS ON SIDES AND AROUND PERIMETER AND AROUND PERIMETER 1 1-#4 0 Ir O.C., LAP - AND AROUND PERIMETER INTEGRAL POOL GRADE 12 wide x 38"deep PO CENTERED, EACH 6" CONCRETE POOL SLAB ---6" CONCRETE POOL SIDE WALL wl WAY 6" CONCRETE POOL SIDE WALL w/ 12" 4 EL. +9.83' NAVD U) w/ 1-#4 0 lr O.C.. BEAM "PB-3" w/ 4-#5 BOTTOM GRADE BEAM "PB-4" w #4 REINFORCING 0 12- O.C. 3-#5 TOP AND 3-#5 BOTTOM w/ #4 REINFORCING 0 12" O.C. LAPI BOTTOM OF POOL CENTERED, EACH WAY 24" LAP EACH WAY, CENTERED (TYPICAL) EL. +12.83' #3 STIRRUPS 0 6-/12- O.C. EACH WAY, CENTERED [;-- TOP OF PILE 16"wide x 12"deep POOL GRADE �l 16"wide x 12"deep POOL GRADE BEAM "PB-1" w/ 4-#5 BOTTOM LOCATE ALL LAP SPLICES WITHIN 16"wide x 12"deep BEAM "PB-1" w/ 4-#5 BOTTOM -S THE POOL SHELL SLAR AVOID TOP OF PILE "PS�-l* BEYOND DEEP WELL EL. +8.83' NAVD LAP SPLICES WITHIN THE POOL Z cn EL. +8.83' NAVD DRAINS SHELL WALLS. ADt) #4 HORIZONTAL cr TOP OF PILE Li TOP OF PILE EL. +9.33' NAVD 16"0 "AUGERCAS-r 0 12" O.C. AT INTERIOR UJ Z 0 BOTTOM OF POOL 3-#4 EACH WAY ABOVE PILE HOR PILE w/ 16"0 *AUGERCAST FACE OF POOL Y ABOVE PILE 16*wide x 12"deep CONCRETE ANC --'l\I —Zujo 3-#4 EACH WA SLAB ------ POOL GRADE BEAM 2'-Owx2'-O"xl'-O"d PILE 6-#5 x 10'-6" LONG w/ CONCRETE A NCHOR #3 STIRRUPS 0 6" O.C. W :3-j 2"-O*x2'-O"xl'-O"d PILE PILE Bt-'Y-. OND Z LL. 0 *PB-2" BEYOND CAP AT SINGLE PILE, #3 TIES 0 12- O.C. FIRST 3'-0 EACH END, 000 CAP AT SINGLE PILE, 3f SEE PLAN FOR LOCATIONS AjkEL +4.83' NAVD AT 8'-0" LONG PILE THEN 12" O.C. AT MIDDLE 0 SEE PLAN FOR LOCATIONS TBOTTOM OF PILE 16"0 '"AUGERCAST" 16*0 "AUGERCAST" NOTE: ou Jmor- 16"0 "AUGERCAST" NOTE: CONCRETE ANCHOR CONCRETE ANCHOR PILE w/ ZV- CONCRETE ANCHOR PILE INSTALL 2pce #5 CORNER BARS PILE BEYOND INSTALL 2pcs #5 CORNER BARS W P5!Jul W cq 6-#5 x 10"-6" LONG w/ AT EACH END OF POOL GRADE UJ cn (A-10- OD 6-#5 x 10`-6" LONG w/ AT EACH END OF POOL GRADE -4" INTEIRSECTION 05; o TIES 0 12- O.C. EL. +2.08' NAVD BEAM '*PB BEAM "PI3-1" INTERSEC11ON #3 NOTE: --T 0 -10 OD #3 TIES 0 12- O.C. AT 8'-0" LONG PILE INSTALL 2pcs #5 CORNER BARS W/ POOL GRAMBEAM *PB-11 . a_z 0;5 2 AT 8'-0'* LONG PILE w/ POOL GRADE BEAM *PB-2". AT EACH END OF POOL GRADE BTM OF PILE PROVIDE 257 LAP. 0 e4tn PROVIDE 25" MINIMUM LAP. ' ' J EL +0.83' NAVD BEAM "PB-3" INTERSECTION -n EL +0.83' NAVDjj%_. BOTTOM OF PILE w/ POOL GRADE BEAM "PB-l . BOTTOM OF PILEMY PROVIDE 25" MINIMUM LAP. PARIIAL LONGITUDINAL CROSS SECDON AT S PS WN AT DEEP WEL CROSS ,SEC L S r4 ECTION SECTION EXPANSION JOINT AND SEALANT 0 \,,..�-3 SCALE: 3/8" 1 -0" EXPANSION JOINT AND SEALANT \jP-jJ SCALE: 3/8" EL. +15.33' NAVID TRAVERTINE FIELD PAVERS OVER TRAVERTINE FIELD PAVERS OVER TOP OF COPING 259-010 6" COMPACTED SAND BED. FINISH COMPACTED SAND BED. FINISH 6j- TO BE DETERMINED BY OWNER TO BE DETERMINED BY OWNER It 11 a-01 1 9- V/6 1/2" EXPANSION JOINT w/ TRAVER11K, FIELD PAVERS OVER BUILD UP PERIMETER WITH EXCAVATED MONOLJTHIC CONCRETi AkEL +14.83' NAVD SLOPE. ELASTOMERIC SEALANT -,,- ,,,COMPACWp SAND BED. FINISH -SLOPE BENCH/STEPS wl 1-#4 -10 ,13E DETERMINED BY OWNER Y-1 EXISTING SAND FILL 0 12" O.C., EACH WAY V WATER LINE CANTILEVERED TRAVERTINE EXISTING GRADE COPING AS PER POOL BVIL UPtIPERIMETER OF Illy/ CH MANUFAC RER/OWNER DECK *ATH �EXCAVATED 44 10' fi0' N`D' BEAM w/ 2-#4. EXISTIM SAND FILL j 10" BOND BEA w/ 2-#4 12n -H 6" CONCRETE POOL SLAB to CONTINUOUS ON SIDES EL. +15.33' NAVD AND AROUND PERIMETER CON11NUOUS ON SIDES OL WATER LINE L 0 12" O.C.. in AP AND AROUND PERIMETER w/ 1-#4 �-6" CONCRETE POOL SIDE WALL wl .. . ... CENTERED, EACH WAY 24* LAP EL. +14.83' NAVD 6) 6" CONCRETE POOL SIDE WALL W/ #4 REINFORCING 0 12- O.C. ING 0 12" O.C. CAL) 6" WATERLINE #4 REINFORC EACH WAY, CENTERED (TYPI 'nLE EACH WAY, CENTERED 02��-16"wide x 12"deep POOL GRADE At 16"wide x 12"deep POOL GRADE BEAM "PB-1" w/ 4-#5 BOTTOM TV PB-!J BEAM "PB-1" w/ 4-#5 BOTTOM ROUN EL. +9.33' NAVD #4 HORIZONTAL EL +9.3S NAVD TOP OF PILE 0 12" 0.C., ERE E ICAL TOP OF PILE APPROVED PLAN AS PERMITTED 3-#4 EACH WAY ABOVE PILE CENTERED < Li BY THEOMSION OF WATERRESOURX MANAGEMENT #4 VWICAL� 0 3-#4 EACH WAY ABOVE PILE NMtNTAL PROTECTION NV 0 12" Z —O"xl'—O"d PILE FLORIDA DEPARTNIMT OF E: 0 2'-O"x2' ITIES D APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIV CENT-RE 2'-O"x2'-O"xl'-O"d PILE SINGLE PILE, TIONS OF THE PERMIT. V) V) CAPAT musT compLy wrrH ALL CONDI 3f LY LIMITED TO THOSE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS CONSTRUCTION AW ACTIVITIES ARE STRIC' S At,0 LISTED IN THE PROJECT Z Lu 3: 0 BOTH SHOWN ON THE APPROVED PLAN 0 < SEE PLAN FOR LOCATIONS I CH.161,RS. 6 < LJ DESCPJPTION. THIS PERmrr is ISSUED PUPSUANT TO 16"0 "AUGERCAST" AND 011JER PERMITS MAy BEREQUIRED. 0 M "AST" 16"0 "AUGERC CONCRETE ANCHOR PIL E w/ CONCRETE ANCHOR PILE , i i LL. r-, 6-#5 x 10'-6" LONG w/ to Z ROSS SECTION AT 5H&LLO C Pe TYPICAL COPING,/EDGE -6" LONG Pavie")d ty bate < 6-#5 x 10' W/ O.C. #3 TIES 0 12 W 0.C. < V, S TI 0,L N #3 TIES 0 12 AT 8'-0" LONG PILE AT 8'-0" LONG PILE r2, SECTION t5 EC -0" Aj-NEL. +1.33' NAVD '�,�-3 SCALE: 3/4" SCALE: 3/8" l -W EL. +1.33' NAVD/-6 BOTTOM OF PILE BOTTOM OF PILE mF EXPANSION JOINT AND SEALANT EXPANSION JOINT AND SEALANT EL +15.33' NAVD EL. +15.33' NAVD TRAVERTINE FIELD PAVERS OVER MAINTAIN 2 6 C TRAVERTINE FIELD PAVERS OVER IP OF COPING TOP OF STEP OMPACTED SAND BED. FINISH 0 25'-0" 6 r��TL CONMTE COVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER A'WW�OIPEN#4011�� TO BE DETERMINED BY OWNER 6" CONCRETt BUILD UP PERIMETER 2�OOL SLAB BUILD UP PERIMETER w/ 1-#4 0 O.C.. TRAVERTINE STEP NTH EXCAVATED ADO- 4m * AROU (n CENTERED ElkCH WAY SLOPE, TING $AND FILL 41 WITH EXCAVATED +14.83' NAVQ EXIS DIAGO Ll ND DEEP -SLOPE EXISTING SAND FILL EXISTING GRADE AlW OPENING W TER LINE 24" LAP <-A .706 EXISTING GRADE A? 10- BOND BEAM w/ 2-#4 #4 0 Q.c. 10" BOND BEAM wl EACH AY.,IPE RED CONTINUOUS ON SIDES CONTINUOUS ON SIDES ft N 0 Cl b"I AND AROUND PERIMETER Pool-, 5N7F R 40 Ir 1 JR1 r'p I I r-p r'rAlm DEEP WEELL AND AROUND PERIMETER 1PB---1 wide x 12"deep POOL GRADE 16"wide x 12"deep MONOLITTHIC 16" EL. -5'-O"k�' 16"wide x 12"deep POOL GRADE DRAIN StAl. -1" w/ 4-#5 BOTTOM POOL GRADE BEAM 2'-O"x2'-O" RAISED STEPS BEAM "PB-1" w/ 4-#5 BOTTOM EL. +9.83' VD, BEAM "PB "PB-3" BEYOND w/ #4 VERTICAL DOWELS EL. +12.83' NAVD EL. +12.83' NA 0 12" O.C. AROUND THE TOP OF PILE TOP OF PI 16"0 "AUGERCASr PERIMETER w/ 3pcs #3 TIES GBK CONCRETE ANCHOR 3-#4 EACH WAY ABOVE PILE 3-#4 EACH WAY ABOVE: PIIF DEEP. KLL D OiECKO PILE BEYOND 2'-O"x2'-O"xl'-O"d PILE 2'-O"x2'-O"xl"-O"d PILE CCK CAP AT SINGLE P11 E, CAP AT SINGLE PILE, QATE SEE PLAN FOR LOCATIONS now" OZL8Ll,6 \!L-3j SCALI-r: 3/4- 1 on SCALE SEE PLAN FOR LOCATIONS 16"0 "AUGERCAS-r 16"0 CONCRETE ANCHOR PILE w/ CONCRETE ANCHOR PILE W/ Jim NO. 6—#5 x 10'-6" LONG w/ 6-#5 x 10'-6" LONG w/ E16-052 #3 TIES 0 12" O.C. -wm #3 TIES 0 12- O.C. SHM WtMU8M*0#PMWAN0 AT 8'-0" LONG PILE AT 8'-0" LONG PILE L- +4 N�AD� CROSS SECTION T SUNSHELF V AR;E"LT0TKFM%0QWAtC0N8RXlWWWA- A AVDO� BOTTO�83 EL. +4.83' N VD OF PILE BOTTOM OF PILE Of ADJACM VNE111M OtM4 A COWAL STM Mff AS S E C T1 0"N ai FEMMM)BY FAC WnMM AND FM 55,ON)TER lZtt M �E 3- SCALE: 3/8" 1'-0* 7K SWUMOPM"AS SM4 DMIGNO M M EXPeOPM STRUCTM INA00WaQ"WffliFAC0WTR00M=% OF 4 2n )2n rREVISIONS BY c- 9" OUT TO OUT DEP PERMIT CCK #3 -nE ISSUE 10/28/16 REVISED SPA l'-6"± 1 -6" lo'-o" 13%" 7*-Ow 13% m. 13%0 1_2/M/16 CCK WALL WALL BUILDING PERMIT .. WAU. $-on it-on 2'-Ol* 10-0" 2f-Ox V-0 1 31-6" V-6 EL +16.33' NAVD ACRYLIC SPA WALL 3%n 10- ISSUE 01/31/17 ' BY OTHERS) -1 2#-0" SPA TOP OF SPA WALL' (DESIGNED" EXPANSION JOINT AND SEALANT BENCH BENCH TRAVERTINE FIELD PAVERS OVER- STEP STEP STEP ACRYLIC SPA WALL COMPACTED SAND BED. FINISH (DESIGNED BY OTHERS) TO BE DETERMINED BY OWNER OL [L. +15.33" NAVD EL. +16.33' NAVQ NEW DECK DRAIN--\ 'T top OF CO, G E L. +15.33' NAVD SPA WATER LINE EL. +15.33' NAVD 71 i' ,--CANTILEVERED AVERTI 4E Top OF "nLE CHAMFER BUILD UP PERIMETER SUNSHELF 'T OF STEP V WATER LINE (TYPICAL) . . . cl, COPING AS PE POOL WATERLINE TP F WITH EXCAVATED MANUFACTURE OWNER _TR�NERTINE STEP EXISTING SAND FILL 3 ROWS #3 11ES (TYPICAL) u WATERLINE 1�1 to 030 O.C. SLOPE.. -S PE (TYPICAL) EL +14.83' NAVD #4 VER11CAL -7 BENCH ENC . . L 0 12" O.C. V WATER LINE (D 0 C14 POOL Z cn tz X uj 18" wide MO OLITHIC 13%" CONCRETE SPA WALL w/ & Lj Z a EXISTING GR DE 10" BOND BEAM 2-#4 F / �l - - CONTINUOUS ON SIDES CONCRETE B NCH w/ #4 #4 REINFORCING 0 12" 0.C. 0 ir i._ zLjo AND AROUND PERIMETER VERIICAL R FORCING EACH FACE, EACH WAY W =)_j 1p 4 .,d < Z u— 0 MONOLITTHICV 0 12" O.C. co 0 _j W 3f CV r' \,-ADD 1-#4xl2* VERTICAL A u 4 a - ��< INTEGRAL POOL GRADE 2' -7 3/8" 1_011 2 -7 31r X <owf 2'-0 x2"-O* RAISED STEPS 4 BEAM "PB-3" w/ 4-#5 BOTTOM DOWEL 0 12" O.C. w/ #4 VERTICAL DOWELS uj EL. +12.'83' NAVD 6" CONCRETE 0 12" O.C. AROUND THE DOM Z TOP OF PILE SUNSHELF SLAB w/ PERIMETER wl 3pcs #3 TIES 6" CONCRETE POOL SLAB cq 24- LAP 0--, w/ 1-#4 0 12* O.C. CONCREM AT ACRYLIC,. SPA. LLI(n v)-5 a. co a 05; o LOCATE ALL LAP SPLICES WITHIN 1-#4 0 12- O.C., #4 VERTICAL 0 12 O.C. -- -- ---- CENTERED, EACH WAY m:o z _jao THE POOL SHELL SLAB. AVOID CENTERED, EACH WAY "O'� o_zooW %_, #4 HORIZONTAL 0 12- O.C, r5 DETAIL 0 P c*4(n LAP SPLICES WITHIN THE POOL 8" CONCRETE SPA SLA13 I I _j 1*y It v 030 SHELL WALLS. w/ 1-#4 0 12" O.C., SCALE: 11/2 cn EACH WAY, CENTERED 16"0 "AUGERCAST* CONCRETE ANCHOR PILE w/ BEND OVER 6-#5 VERTICAL LOCATE ALL LAP SPLICES WITHIN 0" WIDTH OF THE SPA 6-#5 x 10'-6" LONG w/ EL. +10.08" NA REINFORCING FROM AUGERCAST THE POOL SHELL SLAB. AVOID ACCES STEP AS PER #3 TIES 0 12" O.C. TOP OF P1 IF CONCRETE ANCHOR PILE INTO LAP SPLICES WITHIN THE POOL THE POOL CONTRACTOR'S AT 8'-0'* LONG PILE MONOLITHIC SPA SHELL SHELL WALLS. LOCATE ALL LAP SPLICES WITHIN SLAB AND BENCH SPECIFICA11ONS AND EL. +4.83' NAVD THE POOL SHELL SLAB. AVOID REQUIREMENTS 3-#4 EACH WAY ABOVE P11 F BOTTOM OF PILE 1V LAP SPLICES WITHIN THE POOL SHELL WALLS. 2'-0"x2'-0*xl'-0'*d PILE L CAP AT SINGLE PILE, 16"0 "AUGERCAST" SEE PLAN FOR LOCATIONS CONCRETE ANCHOR PILE w/ CROSS SECTION THROUGH SPA 6-#5 x 10'-6" LONG w/ #3 TIES 0 12- O.C. AT 8'-0" LONG P11 E s ECTION \Q�4 SCALE: 3/4" 1*-0" EL. +2.08' NAVD/-6 No� BOTTOM OF PILE Mv APPROVED PLAN AS PERMMM OVtR 8-#5 RGE MANAGEMEWr VE TICAL REINFORCING p -nON A QF WATEJR F=6ptMPA'A.N� E­NTOF E�MhQNMENTAL PROM TRAVERTINE FIELD PAVERS OVER "SONOTUK" rORMED UTHORIZED ACTINVIrgTI COMPACTED SAND BED. nNISH FR APPROVED CONSTRUCTION AND ANY OTHER A MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. ETE A?#_*-W,. PILE INTO m IC '�ViELL 0 CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE 1p ,11 � �l LIJ D PLANS AND LISTED IN THE PROJECT TO BE DETERMINED BY OWNER BOTH SHOWN ON THE APPROVE 6" LAYER SAND BASE PURSUANTTO Q-L 161,M DESCRIPTION. THIS PERNT IS ISSUED RWTS MAY BE REQWM COMPACTED TO A DENSITY '-VARIES AND OTHER PF 00 SLOPE OF AT LEAST 95% OF THE \FlOP OF, PILE MODIFIED PROCTOR MAAWM Ld z vows"* '%ONOTUBE" FORME 4WD 24'0 6* t,4�41�!,. ;' ' �_l , , - *._7 7 ­� ­% - 1 we pemd# .2k ,� .,��I�,i�. I . �& EXPANSION JOINT AND SEALANT Pavkwmd by DRY DENSITY (ASTM 537) NALI -`,NF%-nvuT WE BUILD CHOR PILE w/ AN z TINE FIELD METER TRAVER PAVERS OVER EL. :�l 5.33' NAVD OX.: AT UP PERI #4 4 4 ­, DECK NTH EXCAVAYM #3 TIES 0 12" '41 COMPACTED SAND BED. FINISH RMINED BY OWNER TOP OF COPING 5'-0'* LONG PI To BE DETE EXISTING SAND FILL BUILD UP PERIME CA N"�n L RED CONCRETE S PER POOL TER COPING EXISTING GRADE NTH EXCAVATED z EXISTING SAND FILL MANUFi RER/OWNER to z Ak EL VARIES 0 STABILIZED SUBGRADE, NON-PLASTIC, NI SLOPE TILE EL. +14.83! NAVD WATERLI E OF FILE INORGANIC, EXISTING EXCAVATED GRANULAR I A TYP C SOIL COMPACTED TO A DENSITY V WATER LINE OF AT LEAST 95% OF THE PROCTOR MAXIMUM DRY DENSITY (ASTM D 1537) POOL DECK CONCRETE FIEL AVERS ALIERNATE 24 DAETOR CONMTEANCHOR PILE EXISTING GRA 10" BOND BEAM w/ 2-#4 CON11NUOUS ON SIDES DEI '4�W AND SHALLOW END WALL D MVATION r3 ETAIL ��4 SCALE: 3/4" 1#-0" 3/8 Sd 6* CONCRETE POOL WALL LOC ALL LAP SPLICES WITHIN W/ #4 REINFORCING THE OOL SHELL SLAB. AVOID 0 12" O.C. EACH WAY LAP LICES WITHIN THE POOL 6'-0" O.C. 1"x4" P.T. SYP NO.2 OR (TYPICAL) SHE WALLS. (TYPICAL) 1"x6" P.T. SYP NO.2 FENCE BOARDS nnnnnnnnn 16"wide x 12"deep 6" CONCRETE POOL SLAB 2"x4" P.T. SYP NO.2 TOP RAIL POOL GRADE BEAM w/ 1-#4 0 Ir O.C.s 24" LA "PB-1" w/ 4-#5 BOTTOM _ 4 (TYPICAL AT SOUTH LONG SIDE) CENTERED, EACH WAY 4"x4* P.T. SYP NO.2 POSTS ol .0 0 6'-0" O.C. 7 W!T, 11 If If If —2"x4" P.T. SYP NO.2 BOTTOM RAIL -FLOFJM RAM$6X 0 UUHUUUUUUUUUUUL 16" DIA. LIMEROCK BASE DRAWN 31 CLEAR CCK COMPACTED TO A DENSITY 41 OF AT LEAST 95% OF THE 4-#5 BOTTOM f CHECKED ll-4" MODIFIED PROCTOR MAXIMUM CCK a DRY DENSITY (ASTM D 1537) DATE 10/28/16 T01*f WEST OF nE Mt*fn 0MOGE AM SMVF, .—STABILIZED SUBGRADE, ScAls -PON . AT POOL SOUTH SIDE WALL NON-PLASTIC, INORGANIC, 3/4.'* l'-0* CROSS SEC GRANULAR SOIL COMPACTED VM 1W STAMWM BTAWIM N SMTM MU RM" TO A DENSITY OF AT LEAST NO. E16-052 S r2 ECTION 95% OF THE PROCTOR MAXIMUM 4'-0" WOOD FENCE DRY DENSITY (ASTM D 1537) SHEET ,�4 SCALE: 3/4" l'-On S 4 ECTION ��4 SCALE: 3/8" l'-O" OFAWACDff VMAMW4WA*WAL=M00ff AS P — 4 REQLW40 TV MCSSO&OW MO fEM$5,CliAM 11M WALL ETN, v E I BENC L& EL. A 3 p E cz. ff%,,,r T*WNSOM4 PMI MS 8M MMW AS M opsomt SMUMM NACWN*4MWTNfAC0WMMRW5M SHEET 4 OF 4