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House and pool plansORM Mgt WWI earn fir:+ 5 .�' •■••�i: + ws! p 'Ntrr to V $*. L 1- <1S ci"vt.N ":a -.AA �.►"'"`+ .. 1.4., PILL '""0., : ' rrN?I' • 1 , SHEET MIMI, NOTES • , t : la A - CONDITION, 7400 MlAhli, ' - - ' DRAW rHAN• tk4 17g:' 1 0B N . , . il*:'Zt:-....4 11:4, 4).4- . ,. : O ..itio °It INO 0401CATOEttlIM41, ' Alt0 0 INT 0 Vif Nut ,.:. CONVACt 1 11 0 V r rt' oTAiT -slit 311 N 911 11 cA l , 0 M RA* STAN0A00t- . . - NG ca tg., 4iii CT FL,ORI AI '',.,"t S.154-3431 - RXVIS A pn SHE NO Q .. . , 'R .. %, ---.. 4 , V%-40.8 • f. 4) BATHS ANC) CLOSETS LOCKS NOTE EvERY CLOT DOOR LATCH SHALL DE SUCH THAT CHILDRENS CAN OPEN THE DOOR FROM INSIDE THE CLOSET. EYERY OATHROOM DOOR LOCK SHALL DE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE N AN EMERGENCY. NO DOOR N ANY MEANS OF ESCAPE SHALL DE LOCKED AGAINST EGRESS WHEN THE DUILDING.ib OCCUPIED. EC;RE UJINI:,OUJ NOTE: AN OUTSIDE WINDOUJ OR DOOR OPERADLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING ^ A CLEAR OPENING OF NOT LESS THAN 20" N WIDTH, 24" IN HEIGHT AND E.'1'dr IN AREA THE DOTTOM OA THE OPENING SHALL NOT SE MORE THAN 44" Of THE FLOOR. RArrcit•slICIAterwFU• 11"..40* ~sms aaw="6.11 4•41b.arYrslo.s •• 2 21 ,t- 18 f -- ;ics' XEOGL, tzkl (canes*,) 2 - � (71.1) (LoNAaTo0 ve, uFYwl ow,4 n.• . 4.414114444.444411i& ' r 1 r W313V4.11 WAIWO P - 344/e. ., aGAlatd'LYla1MNA'.t3anYhARdPk4 ,144 3[0.5114> a • • • • • • • t'GA)tlt ,Aie f( r 4.lASS r Xt T. GABS. w��cS rttra i X 64 v/44GS a t �. EXL5ra4 "Fit4i • ;a4 S Izom pair, pos40 4" RA W% tv4 8`,<1 i/c. (-6 u5 4-11-64 v6 2t' 0574-3 (2` • • • • • • It • • • • • • to a • • • • • • • • • • • • • • • • • • • • • • 9' 8' eo,vc. cJ �- - _ D wTh (: {t 5t vg ti.r• IA) COM.G. rutiO : 6z3GX,G0c.4.4 57-1'04 I, , ! /( Y _Aftteu eA t 6r' I p &use X10 dIc. OR- Ng AT1r1G (N l'4 +1 ti 1°6 +4MC4<kY+4•w.T'+wt1 }4 11 , 044 , •, Cta. 7,341 :ka<14 =,e :A1•Y.{,YS':1�!Yift sa ∎li.\ TkI■• E e,..,4 L . G r.J D I .. 1 o r.L 5 4 • A b E►1.!.11r. a C.It «5((tvv. 15cB Iaw. 1201t4 (kt. !.'> r��NO To ( A,Tt{ Pec.Pi ' e -IfC (120V. zocd it 12 4 ✓� e ire!, I+ k-. •r. r r . (510•,.•1) r ):1V05t -- t. ,_r, fa... 06,1OF PI,. PRIOR TO INSTALLATION OF ROUGH ELECTRIC WIr7,NG CHECK NAMEPLATE DATA OF A/C EQUIPMENT, HOT WATE.R HEATERS AND OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES AND OVERCURRENT PROTECTION. ADEQUATE SERVICE CAPACITY MUST BE PROVIDED. SUBJECT TO ELECTRICAL N "'E ^r, “; t; iscirei xincicrlacMSp SiiEla` c*. tir scAD eDIRmi4 :ki4RMM.emS-i','1Po`.#mslei He redo . *Pcwitioet7ei***N4.)41picsami N'vta ku,ccuscw.VYiarctc 1.4 18504 p,a PP L .:ro.01196Yarcrsatc*/kal. 7,1%:< 1 Me:ififtW" o'nelrsl Zd NJ 1 06 GALL uL4 lL»J s, I �' F I cJ U s g ill' 4 P'_ (? apot ►J(uvlAtc,. n r<n ‘1. (0 ,1 i 011 1' t "dt7C'MY'Y.ax•&I'VM<UstecOCP, ' prr &U440$00.1:aAA'8cliit I 101a+%914•41• 01•(. 1.1 Iri�l consulting enginQers, p.s.. civil - sb 7220 s.w. 33th Lpri .;e T ami, florida 33155 phone: 262 -61275 fax: 262 -2014 T41r 10 /14/0 04E E4 Sr 1 /2. op 'U cK -Iii- PQN>ccur»n pt.4 61-104.44 4EG NU' 1 P pmot c'.• v ••111. •. ■••••• 1..•,.,.,. 01.7... ...r _...» • ....... .1711. ...ft I. WARNING THE APPROVED SEPTIC TANK DRAINFIELO INVERT ELEVATION MAY BE THE CONTROLLING FACTOR IN DETERMINING FINISHED FLOOR ELEVATION. SEPTIC TANK ( GAL. (MIN) DRAINFIELD c �? Q. FT. (MIN) 4 IA INSTALL F SLIGHTHLY LIMIIED SOIL UNDER 130 FIOM OF DRAJ riEW INVERT '.i_.. `vr.IIOlvr -..... 3[0 BOTTOM OF I)Ra NFILED "LLE\JAIION PERIMETER OF EXCAVATION AREA SHALL 13E AT LEAST 2.0 FEET WIDER AND LONGER'f11AN THE PROPOSED A13SORP IION BED OR DRAIN TRENCH � L � tcl A p oI r1(>>✓ 1 PL. 4 0— �. - ....J..... - .,afr.•......,,,•.a.r•- ...... • --]4.4 N MA,. S' °'Sr 01,1 kii;, rC. ok (v,612, /I2 Od1 ►J To V - r (2_. 4 IA 2 k. p F (t -11. Jv E sN - 4-$0 re D. p 1 gcO 6'45 4 ) VN o 3 vc)reo , MS % (le* (AV (alto. 3s04Y) +_00._»01. --0000 ...Pe _ ....,, r: 145 Ng.. 10t" 4 s P 0 - 0 , 9 , 1 L . ,y. I •� • b �y r � p V Q ply/ Box :;, k • • " Fae_teners 1 ; is 1 .: -" Resign Loads Os) Uplift - Perpendicular to Wall a' . : (L2) .- Parallel to Wall (11) - lbw Seat Prate .,, . \ - • ThruStrap Toward :Strap :'' Away from Strap , OTC 50 43 4.10dx1 -1 /2' 9- 10dx1.1/2• 1365 1310 • 650 (2) • 785(1) (' • -,--.. a_ - .wr••W -a4a * n.MUViw..1/".MN444 •444 •444 44•44f.s4444•X bMWKwN -- 3/4 Lt 6. .' f'L" (4'r S%lI✓te ' ll p..••■•••••••••■••••■•• wws.eaa1p, ec++vPaa,carw,ra , SPECIAL NO'T'ES : , 1. UNDERGROUND WASTE LINES : a. MINIMUM SIZE OF LINES : '2 C a 1/ 4 " / rr. CRA b. LINES 3 ".& AflOVE : @ 1/ 8 " /F'1'. GRADE . c. BUILDING DRAIN SIIALL HAVE A UNIFORM SLOT' 2. SLOPE OF IIORIzONTAL PIPING I a. HORIZONTAL DRAINAGE PIPING 2 " & SMALLER : @ b. IIORIZON'I'AL DRAINAGE PIPING 3 "& LARGER : a, 3. FURNISII AN l- SCALD VALVES FOR IIA'I'li'I'UBS AND 4, FURNISH VACUUM BREAKERS FOR 11OSE 11I1111S. ') /4"c tr!• GJ,vfv xi* 1° SFWt•aF VAl.vt&+ - PuAtj- ele tA • 16°004 uvular rvIsc"' r a■MaidatlearganiallaWNIVAGIL Mar. liteMarAl0311CMIZV .=' "var r9C.s,10- Zilt11MosIMSWfni•sTraaare •a-.fnYVii- v+IDCYF.upr,.'r[v,.. M,Ma+.1.t agaaaeartaaaaa'Swas :N.'-P.aaLa Wa'...a....aaaaaa wa.rt.ay.,f[a[+ -..ry i I:a..." O,`wF.. i .nsi44: >YeTL�ra • J • 40144041 4010 edl 'fils B U$t fLo. DE. ' .. OF 1 /8 " /FT. 1/1" / F GRADE I/ 8 "./FT. GRADE SHOWERS, ( „t5- ft ) WNd iy 4,t/V/4$ 5P to-lota f -5c4 `et* 114` 3" TOFU ) G r - 1Le Ftf)•ttQoP 00 SIOC. weds() cY 15 /g 1 w i -IL pvlwOO , - I • 2 Ir e L g,N 4464 A1toa$cH 101-sT (See SET), 4) 4;00; ‘= _rcor -) - a - /3 t,5(.I 1 V I+ F A •A Q COrt19" top Ext%T cowc. ioTt.A41 -4P 11 -e Pt .1 844 - 1rt',.4 1 )04 RSIlle DETtlit. TUttf. 1/1(.,e) • p -T t L L.a NO I ICE OF ACCT :I' L'ANCE,: SI'ECU IC CON1 1•111ONS - ; -..- - - .. . • . . e • _ I't011(ICt 1;■ulttIS 11' b)n ;lt( ; Ail: Lout) yid ltl 8 . 6 . -- Itll(r U" n -F._ RI12 I2„ x 1 _ RFI'1 1 " 10 1 ay Itl'i-6 - --- 12 - SUS IL -- .... -,.moo �: saa... -�• It118 18" T IQ2(() - ig2(o 8120 2U" IC It 1 -21 - - 11;; -- -- R H -. i OZ10 --- - R 121- - -21 -- I - -- 192(() ------ --- ---- -- ---- IR _ .�_ _. _ -- --------- --- - - - -- ' - - - -- I lot IRF30 30' 1 R _iu-:L . ._ _3i "___. � 12iU Itl'3'!__ - ._.. -- - -- UZU - - -- 11.13G 3G 1 I .. --'3A'---- -lA IU2i0 1020 itilu t�, i � 1010 KFII I" I8 RI'18 18" IR I) clic id;:II Ilctwrru rnli I nui siin l )) I'rnrt)atinn is aaun, (1 In hr 1!'," 111N1 „od lour n 1 0!'1'%1 3�0 �t55 '155 565 6 80 905 - -- - 1020 1020 1020 1020 1 021) 10111 1010 y 1020 1020 1020 Rnflcl Ties. 1 1ese'c iii ctol8 mule of 14 gauge galvani7cd sleC1 sheets ate designed to anchor WOW' ratios beams an(l hu;scs to vcitical woof) souls. YIF' 1)4 V7,�'�n+l tA.t'IvB+1 MPA i t:au�lichi l unl 1'I1•. Si. I'rocluct Control Examiner 1 1uduci ('onllol II)ivision PROVIDE HUGI•!M0 "OTC" METAL 6EAt TRUSS ANGHOF:It SEE 0ETAIL. -0 TOP OF= TIM - AM 3 "x3 "x22 METAL DRIP NAI OVER I" x 2" P.T. 2 x WOOD • i1 WITH 2 -16d NAILS WOOD TRUSS • 6 "x 24" AT 4'- r9 "' INSECt SCREE AND PLASTER 4R FINISH FLOOR i s •o 2 x .4 WOOD BRACINGS s 8' -0" O.C. At TOP AND BOTTOM CHORD OP WOOL) tRueeES FIN.GRADE \ T°TTYTT 111 I _III III =111 111= I �.IIL - III II I III III .III - III- 1i7tt1-- 1117711t 1t tl '' - 111 -= 111 - -111 : =111 =III= -11 f-111 11 71; - -11 ul - ui - I WOOD ¶RUS6E6 ' e 24" O. (Si OtHERe) - • • f I 1 'V14F+ WALL. sECTION1 L STATEMENT Wood To Masonry (Wall) 'TRUSS ANCHORS, DEEMED TO COMPLY • Designed to meet SBCCI Standard for Hurricane Resistant Residential Construction requirements for anchoring trusses to masonry walls • Will prevent truss movement parallel and perpendicular to the wall as well as uplift • Meets requirements for steel barrier between wood and concrete • Galvanized steel, strap 14 gauge, bottom plate 20 gauge • 4" minimum embedment • SDCCI PST &ESI No. 9408A • Dade County Approval No. 98- 0717.03 Notes: 1. Allowable Toads for Uplift, L1 and t2 shall not be combined 2. The connectors shall be subjected to loads In one direction only 3. Minimum concrete strenath fc= 2500osi CIE TILE ROOF POI i'1ED OVER +i ?0 ASPHALT PAPER HOT MOPPED ON p 30 15PHALT PAPER TIN- CAPPED AT 12" O.C. AND 6" O.C. 1T OVERLAP AREA OVER 4 1," THICK EXTERIOR GFtACE PLYWOOD WITH 1We:GERED JOINTS NAILED WITH 812. NAILS AT 6" o /e. At INTERMEDIATE SUPPORTS AND WITH IC D. NAILS AT 4" c /c. AT EDGED AND GABLED. (14tr -/) 1r4T 1 , 12 CONTINUOUS ED At 4" O.C. IA NAILED AT EACH o. . vENT5 W/ N MI3tAt. LATH IT .. i'12 je_ I' -4" it P'IGGY SACK' DETAIL ' SCALE R -3o BAIT. INSULATION 11" THICK DRYWALL' CEILING ON 1 x 3 WOOD FURRING • 16" O.C. - 1 x 4 WOOD P.T. FIRESTOP 8" x 12" CONCRETE! TIE BEAM WITH 4 • 5 CONTINUOUS AND 0 3 TIED • 48" O.G. ADD 2 • 5 x 6' -0" LONG BENT 30" FROM CORNERS WITH 4 • 3 TIES • 12" O.C. 8" CONCRETE teLOCK WALL WITH d DURAWALL (LADDER TYPE) • 16" O.O. HORIZONTAL JOINT REINFORCET','tENT EXTENDED 4" MINIMUM INTO CONCRETE TIE COLUMNS I • 5 VERTICAL IN BLOCK CELLS FILLED WITH CONCRETE, ADD I a 6 VERTICAL AT ENDS OP OPENING AND DOUBLED AT ENDS OF OPENING LARGER THAN 6' -O" UNLESS NOTED. 1 4 0 THICK DRYWALL ON 1 x WOOD P.T. FURRING .14" O.C. WITH R -5 INSULATION WOOD BASEBOARD (SELECTED 6Y OWNER) I .g " EXPANSION JOINT MATERIAL TILE (SELECTED BY OWNER) x • : X 111= -111- 111 =1 I 1= 111 - 111-117 -II II - -II I -I II -- III - III - III -1TI' 111 -111 X11 111- 111 = -1 I I - -11 _= I 11= . 111- III -11f -111= III = III =J11= 1 = "' -" 4" CONCRETE SLAB W/6 x 6 • 1 0/10 W. W. MESH. WELL COMPACTED PILL 3" CLEAR SOIL CONDITION AT slim E5Y VISUAL. INSPECTION INDICATES AN ALLOWAEILE BEARING CAPACITY OP 2 P.S.P. (UNDISTURBED SAND AND /OR ROCK) UPON COMPLETION OP ExCAvAtION WE hilt.!. VISUALLY INSPECT THE PREMISES TO SUBMIT A LETTER CERT(PYiNG THAT TO THE BEST OE- ,SOUR KNOWLEDGE, BELIEF AND PROPESSIONAL JUDGMENT THE CONDITIONS ENCOUNTERED ARE 51MI1..AFa TO THOSE DESCRIBED ABOvE, AND THAT THE BOTTOM OF THE =OUNDATIONS TRENCHES HAS BE+aN PROPERLY HAND TAMPERED TO OUR SATISPACtlO■. xwroi dw ewhg r•Vo +cfa erect •orAtmair 4.11A IRrlwarty+.c z+r.,84e:nr4ano« +asriar areea•. er,rw ..k+>.>,oleaf PROVIDE MST -I1 STRAP TIES BY SIMPSON STRONG -11E MST -2I (1' "5-'x 21' x 18 CAGE METAL STRAP WITr -t 16 - IOd NAILS ACEPTANCE No. '3 -0828 11- 1117111 =' III= 111 =111 1' VAPOR MEMBRANE WP-16 (11." x 16" CONCRETE FOOLING WITH 2 ' 5 CONTINUOUS) SCALE- 3 4" = 1' -0" D :.TA I LJ WOOD PIGGY BACK 1RUS31:_6 0 24' 0.C. 5 -1 11 ' TN'CK GDX PLYWOOD ' FROVIDE 22' x 22' ACCESS OPENING N Sr- IF ATtNING TOP t:x -LORD OF WOOd TRUSfsES 24' Off. M 11 r ' A ») Ilvt) 1E1 Ct))' 4A 1(,TL A T EA STLrI P 16• -,;2 1� 1.9!6'`1- 1i 2.112 th e ' �' :1Rl: r' .. � Z•L0•I �' 11!18' a -718' htx fttV (T_tt' 41 e4co YILt/ //h G.'.6 e. psitcpA8' N&f Ft"As H v4 Eats - r- cfft1; 1 X tra. O I' t l l consuttino enainaers, p.s.. 7220 t.w. 33th t °rift p.e. 22249 rim!. florida 33155 phone: 262 -0223 tax: 262 -2014 USING ANSI -ASCE 1 -98 FLA. BLDG. CODE LATEST EDITION 1. DEAD LOADS (P.SF,) 1.1 TRUSSES/RAFTERS • 5 12 ROOFING 010 13 CEILING •1k, TOTAL DEAD LOADS -25 P.6P. TOTAL LIVE LOADS W •55 2. WIND LOADS (P.O.E.) q h■ k,r x Kz x 1 K z• . �i5 IGh• v 9•111 . • • 14 6 M. P.N I • 1.15 gzh.22.00236 x (146) 2 x (1.15) x Kz h qz• 62.1 x .$S (Kz)• 55 POP gag 62.15 x .3S (Kb). g 5 P.eP 3. IACto1RED WIND L.Q,.Apu °OF,L g ROOF. qh x(G x op? G ,�CC �pI) EQ.TABLE 6.1(16) 3 WIGS_ .1 • FIND. 12..M1�" WL • l 0 / ►q • . 5 ANGLE r' • ARCt4N ( 4- 112) e 18 Gp•(•S° ) FIG. 63 (PAGE 3.72.1IH2 GUST. FACTQR3 G• 085 (EXPOSURE CA 6.61 (PAGE 34) 13•FINI2 IN L l eBJEF-,S :0EFF. GCpl■ ROOF•5'3x (ODD x.so +•30 )• 313 UPLIFT c(h G Cp GCpl x l q ROOF ■ 18 P.S.E. 4 TOT N T U rim s2.4sDDD SC'_.S `.) U•gROOf•DL )5 -I0•ZS P. IF gROOF 11 ABOVE (BUT USE MIN.1•3C P.SP u • 3C P.eP 5 132.TAL GRAyILIA.52AD (P 2,)__ G • gROOF - D.L. • 30 + 25. 55 P.SF gROOP T.IABOvE (Li.) ( G•55 P.S.F l ESaA@Le.$ x (v) 2--- EQ. 6.1 TABLE 63 PIG. 6.1 TABLE 6.2 GENERAL NOTES: (6.5.2 ) 21) ASSUME EXPOSURE C BUILDING CATEGORY I (PAC , PH) (PArE:2 (6.5.1) (11) (6.52) (11) (19) (11) IV 3o TABLE 6.4 (PAGE 31) q ROOF UP =qh x (GCp) -CCP1 I. DURING THE COURE OF CON51 RUCTION , IF ANY SUBSOIL CONDITION ENCOUNTERED 15 DIFFERENT FROM THAT INDICATED BY THE BORINGS AND /OR FROM THAT ASSUMED BY THE ENGINER, NOTIFY THE ARCHI- TECT- ENGINEER BEFORE PROCEEDING WITH THE WORK. 2. - PERFORMANCE OF WORK BELOW EXISTING GRADE, CARE SHALL BE EXERTED TO AVOID EXISTING UTILITIES. ALL KNOWN UTILITIES DISCOVERED IN THE COURSE OP U)ORK SHALL BE REPORTED To THE ARCH. - ENGINEER FOR APPROPRIATE ACTION. 3. -AFTER REMOVAL OF EXISIING UNDERGROUND UIILIIIES AND OTHER CONSTRUCTION NOTED TO BE REMOVED AND /OR REQUIRED, BACK FILLING OF EXCAVATION SHALL BE IN ACCORDANCE WITH SPECIFICA11ON5 OR STANDARD PROCEDURES. 4.- MINIMUM CONCRETE COVER SHALL BE DETAILED ON THE DRAWINGS. , [(A --IERE THE COVER 15 NOT DIMENSIONED, U5E 1HE SAME AS DIMENSIONED FOR SIMILAR 11EM5 THAT INDICATE THE AMOUNT or COVER, OR USE THE FOLLOWING: A) IN PRINCIPAL 51RUCTURAL ITEMS WHERE THE CONCRETE 15 DEPOSITED AGAINST THE GROUND, THE MINIMUM COVER SHALL BE 3 INCHES B) IN THE BEAMS AND COLUMNS, THE COVER TO TIES SHALL BE 1 1/2 INCHES C) N ALL CONCRETE WALLS 2 INCHES D) AT RECESSED cONS1RUCTION JOINTSyN WALLS AND COLUMNS 1 -1/2 INCHES E) TOP AND BOTTOM REINFORCEMENT IN ALL G1 RUCTUIRAL SLABS 3/4 INCH 5. -ALL CONCRETE SHALL ATTAIN A MINIMUM COMF'REPSIVE STRENGTH OF 3000 PSI. At 2S - DAY STANDARD TEST, UNLESS OTHERWISE NOTED ON PLANS. ALL RE:BARS SHALL BE A51M. 615, GRADE 60. 6. REFERENCE SHALL BE MADE TO THE ARCHITECTURAL, MECHANICAL, AIR CONDITIONING AND ELECTRICAL DRAWINGS FOR LOCATION, SIZE, AND DETAILS OF OPENINGS, RECESSES, PROJECTIONS, BEVELS, PITCHES, INSERTS, SLEEVES, CONDUITS, PIPING SLOTS, ETC., THAT ARE REQUIRED TO BE LOCATED AND IN PLACE BEFORE PLACING CONCRETE OR 11-4AT INFLUENCE 11 FCIFIING OR FINISH OF THE CCNNCRE1E. is -ALL SUPPORT FOR EQUIPMENT THAT MOST BE VARIED to stilt A PARTIGJLAR MANUFAGIUr,tR'S REQUIREMENTS SHALL BE DETAILED AND SUBMIT1ED FoR APPROVAL. ANY ADDITIONAL MATERIAL REQUIRED SHALL BE PROVIDED BY THE CONTRACTOR a -ALL WOOD SOU1Hl_RN PINE GRADE "2, 19% MAX. MOISTURE. " ¥)W. t3 2i6f 02 ao.A.aNt aMaanFia PUN - Earn dP 4. i-L A oo I r ioNs tL) • T. P I (305) 24.4160gt , b c> 1 r 16 - ro re- E. .ir-)�.riG. of ::. pa- VI rr e2 M ��2 fir' 145 pm toL � H. 01tI<' , F . • 67.4-0 - / z--- - l' 5 i- 1 .. EL _ itair ■••••■■•••••*ft........10 io'*-t''gb:'" 14.....,•il.e41.04/INOMPOW DMA 4/...../.1.4644441ipaa/Vige•■•011.1.411.•■•44Ogya.......................41.• .4:4•1.1..regra.r.".....*•••44/4..........4•••■••••■•■••••••■•44••044m,..y.44.1......44potimeouwasapapp•44.,44.4.....44444,.....1..41,••••••••• *•••.,••••41,,,,b4y•ARA)14•••AP•riff•%34.0*.••••MIsk•44 v.,;,..4 A 0, •Y.1 .1,1. A f# #t* • 4•••••• r • 1 A ■,•• • ■•• • •••• •.... • 0..e. 4 »,!tWtJ*CkL*tWi fl ":4 e . 04 ''4 • •'•' , • T . I t • t • :go • -. .14MIY•10•1•046.4••44.144.1M10, , 7 4 •••••■•••••••••••••• , • • • f 7 0 ".6..••1 f•4 / F ■•■ 20■10.4... MAI n=rtm-rt.i PCItt;. Fict lint velf/gAr 4k c1 riP43)01 itovr turtacolve Apo 4' 46' FAJA., t 43+4. //p. AT En /11 ••••••••••••••mla In.••••••••■••■■•••■■10081•••■•••■••••1 oess•••••■•••, ■usamlwai••-- - a•••••18•&L - vA.T.Loki--1:e1 Le.11. • T I L- F t It ou 2 (IL pvrovi lefmlematomill•Ond044' • • • • • • • • 9 • • • /10 a• • - ▪ • • • • • • • • • • • • MO Do'A/ 41-i4t.c. Ys t Et. AA P e.g e.v. ...f.. 4 .1070Y~Iltand9.46•114W101411••■••• Irmn.narl...401.4.0"40011.10■04.411.1/44 , 40/W• ••••Arvv.....rmii.rn• 4,4404..../..w.nrwraNew/v.ing Imam* • • M141.. 44•44,041■ 4,4,4 ft...W*1W consulting enginaers, cMl -structival 7220 s.w. 39th terrace PA. 224.9 miernl, fled& 33155 phone: 262-6225 fax 262-2014 (fl_out- 1) 55 3 • 0 1•41•4MirinaILS•PC••••••••••••411.4••■••114 , 410•••44•........■ ROOF STAND/ARID HooK-- CONC. BEAM (SEE ROOF PLAN) 0 3 TIES 8' 0/c. (f5.141.35410:4 • COLUMN POOTING DESIGN: P =55 P.S.P. >< 6 X Co = LBS. A E3 UJ :: F , N 2000 • 1 (0c0 \ 21,00 (BOIL INC E3i4f CAPACITY') ueE. ')0 ' - " X 3 ' - 0 ' 12 u CZEP UJITH 4 # 5 EA. UJAY CHECI‹. 001*ING 10f;Z UPLI LOADS: 3g x 17.51 ' ; 61 P.S.P ut=1.1-r PROP (LIPLIT).2 51 X 6 x C. . 1 LBS. A IS TOTAL WEIGHT (REQUIRED): 1 -11.0 LE3S. §—Wt. c R001: E3M.: " X " X "-- X 150: ' LE3S ori.v. on:1-4. ----- WT. OP TCy. (PROVIDED)= 1(0 X 1 x 150 g 24-0 Les — Or - IS— WT. 1:::) SLAB (1 ^..... X •-■- X 93 )< 150: ^-■ LE3S. LUT. Ci' Ti. REQUIRED?. I__ L..56. w TOTAL. Lu pRoviDmr:).S + © `2400 LS. 1 FOOTINIO DMBIGNM) 16 OK. POSZ UPI- IPT LoAve d %/ I-1/2 CLEAR p4-i-t. Apor-riot.15 L oco 4 • 14 4 00 41.••••.644141•34401.•••4•041.6•••••••••*0401 4 00IORY ••••4.4.4•4•••••••••••••444.• Wea•6 hfla 10 DOWELS: GAME 8IZE AND NUMBER A8 VERTICAL ISAIR8 CONC. FTG. (SEE FOUND. 3' CL, FLAN) FOOTING AND COLUMN TYPICAL DETAIL N.T.S. 64"e" AMON' talle•••ARIWIAILOIE4t44044~41406~....12.100MMIN.AW•41005.0.0,444/114~,0•••/••••••••••,••■••■Mrs CIC>rn0 yo 11-51peuc.E.. D S H16. p 26Z_ A n .145 _744. 0 NV' ft 1.114 14 1 F.L. p. (lo) ZG4i604L 41- 4 :•1 4414 (14 NTY4 .F, S R 0.14DEXJ, IN Piet( 8 At oA c0 .L ;T = ":. MAP_ • — )F,AtTY.S: , kR;, f 1 4 irk eii/'F` G44, =, /Y J L +� 4 • +. - (4 . o I ;./, / n 7 5 i air ?L . -r : �. �r . , • • �"3!�•'1 -•fin snY•�.ei H'�i;..W IK� X•�•Y: -1` Pt ENGIIN RECEIPT CUSTOMER ft ApD� 1 IoN PHONE # DWG # P MODEUADD / G LOT , BLK , SUBDIVISION P G fZ 2 , PB , PG DATE FILED �7 TRUSSCORP INTERNATIONAL INC. HAS PROVIDED ONE COMPLETE SET OF ENGINEERING DOCUMENTS FOR THE ABOVE DESCRIBED PROPERTY, ADDITIONAL SETS WILL BE PROVIDED AT THE CUSTOMERS REQUEST FOR A EE OF $ 130 .00 PER SET. 0 DATE RECD - ° � By CUSTOMER/AGENT ** *TRUSSCORP INTERNATIONAL, INC. * ** BY \7L..L /..iti - ENGINEER FOR ICI { R -2032 U -1357 EXISTING ROOF R -2029 U -1353 LEDGER BY BLDRS RAKE TIE BEAM TRUSS ROOF PLf \CEMENT PLAN phon3 :262 -6225 cotiad [0 .3p;cofsd as aatad rsstacnel t4( - `lfl - - - -= date orlondo an. forttj consulting engineers, p.m 7220 $.iu. 39th terrace mlami, florido 33155 fox: 262 -2014 a tans: 9 cesabatit terlity Is Pe.? sat eral car.tbtetIOAt= With the r•e'S }caed concept cad lAteat er.d -Anus and s;:ecttIcatlees anti. the cc r- ),. ^,? tcbr►Ittty these dn t ..s,gs s: cIl be responsible for all 0,e ' i Et :1a+s1e * comp31 C4 WEth conttect (flamer i. .: ::'i %erttkettea ct fletd c.: attecttn4 the work. this tevkil d o t'+ thorns chaef s to col-•( t 4irJ1I �f cddltic(a, 4:1: l v, totl'i.„ MAR 1)=11St 10 OR 1RS1'1o16 NOTE: ALL TRUSSES ARE SPACED AT 24" OC. UNLESS NOTED A= 11 1126 I S ANDARD C'ORN}:R SF 1 IN 35 TRUSS TO TRUSS CONK. BANGERS SPEC 1111-1) OR FQt 1\.V_EN 1 1F.%NGFR , I VV RI. 1 "SEI). CON \Fk'T 11 . iF.R IN . \CCORI).Y \CF: 11.) IIIE \1:LNI F.A('11 RF.'S SPLCIFI'. \1IONS ,' 71 1126 �K 11 1126 -2 BY 1 113C26 BY 1. MPAI BY 1 SP. (l SE 2 -16d I OF. NAl1.S ON OPPOSIT E SIDE FOR 15 & 17 1RCSSES). D IISI' IO OR IlS1'IO16 BY BI (I IES(BY OTHERS) DESIGN LOADING R(X)F LOADING : 30 -15 -0-10 PSI; SI RFSS IN( RFASF : 1.33 'AIM) DESIGN \ FL(X'I I Y : 116 MI- i l .AN.YI.YSIS TYPE: COStF'OV'F:NTS (1.11) - DINO .1.S('E 7 -98. ** A f I'EN [ION BUILDER ** ALL DIMENSIONS OVERHANGS . PITCH. EC F. TO BE CHECKED BEFORE ORDERING TRUSSES IT IS YOUR RESPONSABILI [Y TO CHECK OUR TRUSS PLAN APPROVED IRIiSS ANCIIOR BY 13U11.DER SO TARE Cl r} OVI RIIANG BHT Il}'.I(illf= 2X1SID TRUSS END DETAIL 11EQUIIZED PEIZMAANEN'I' V'v1i3 13RA(INGS REFER 1OA11ACI11.1) 'TRUSS DLSIGN SI11-1 IS 1OR PROPER BRACING L(X'AIIONS ON 1111.1 10!! .O\ ING 1 RUSSFS: I RI ;SS d L(XAIION I!) POINI JOHN A IL TER CIVIL , PE # 36205 3320 PADDOCK RD WESTON, FL 33331 (954)-600-7123 P.R9F; E,111,Y )13046441 _ , oko fl YAP 0400RIPX`M envamV cUttit •c)Rttifill FOOTINGS Olt pm tAT TUN; OrAffit' Y ABSTRAAr. r-' AFf:E014. Ttii3 J - - ‘ r10W- ROO!: Iti$VRAfic, A1 HAP PME : Jr* K RDN3 Tr, f1I P LM R9pt",:,t5copp,o; riti,pt et COUNTY, FLEIR104_ C..UT ITV', 0 1, *DRAihtA% AND KAitiittVrt tASI,,,,K4T ,A11,(=hdit Oi ” '' f 6 4. ' ' ' C - I, LITiLirc Li *r . 0 V 4f IRON' PIK UM.Ct DTFOVISt NOTE'D,SIPAIT i 1:4 ,...CA Ail . . , Sr-Cr., , r Y_;k a 6.. ,........ - it t_114K FE4Ce,,t1174..V00 V ENCEP/L= t.1)4E .1 0- CLEP111:16E * ' z g I"' , AVA.R.ADRA ii•WIT - ' - - - - . ' ' ' ' ''' ' LKLEARAW*CiffKr tINK rE4Ct.vrl..Yobl; tENEEA/1041 tNE`,,tEtttltP 0,14_ iAiEKNWRI"LPNROA*A=R-Abli, 441 APOLE...T*TANt4 14 ""f2C.P.O.C1-,CRD, ?ArtRLID'OFJOJE ...0_10t Val IRON tr4W4Z "‘seitNt 1,4,3t$,e,sr:utt,vp:w0 ciiu liAliLttrit4IRE,L4YDRA14.14Y! T_P! _yr,BraixOCK FENCE X'Jle,1:44„,PROOPINT (tt CAVATIMPa W'rVit CLNR YAVVAKYIAS£ VUILDING LIN€4 4 .71:01).W=$(4■2.40.S0tAiltT . ,44.10* /Jon PittaPERKANCilt RE tRESCE 1.10tUriENT. . . fi4Af tic 1) CiA 14E t' 'sc y tAik • B9PY YE - L • BY,E P :1114Nt; splkyjsyg;),` YNDER KY piRcolor, ALSQ liiE ARC NQ vISIOLE Tct :s(AvitY.0: tfietrt 'otkOlto, tittiuot itel-041cA4:$TANOAROS‘ S B. THE ft. pp EtAnklp ettApivkya.0a7 (r.$4 fli We :.11:$ $9!:.,,yy. c KIT. putIc DT0.11t1,0 . smi)14ef 4611. - 404* itt.K4/6 40 ''',YVION4C.'ttC/104,9,41:1114T BEM■ „..*. 4 i'i■ '-' P.R9F; E,111,Y )13046441 _ , oko fl YAP 0400RIPX`M envamV cUttit •c)Rttifill FOOTINGS Olt pm tAT TUN; OrAffit' Y ABSTRAAr. r-' AFf:E014. Ttii3 J - - ‘ r10W- ROO!: Iti$VRAfic, A1 HAP PME : Jr* K RDN3 Tr, f1I P LM R9pt",:,t5copp,o; riti,pt et COUNTY, FLEIR104_ C..UT ITV', 0 1, *DRAihtA% AND KAitiittVrt tASI,,,,K4T ,A11,(=hdit Oi ” '' f 6 4. ' ' ' C - I, LITiLirc Li *r . 0 V 4f IRON' PIK UM.Ct DTFOVISt NOTE'D,SIPAIT i 1:4 ,...CA Ail . . , Sr-Cr., , r Y_;k a 6.. ,........ - it t_114K FE4Ce,,t1174..V00 V ENCEP/L= t.1)4E .1 0- CLEP111:16E * ' z g I"' , AVA.R.ADRA ii•WIT - ' - - - - . ' ' ' ' ''' ' LKLEARAW*CiffKr tINK rE4Ct.vrl..Yobl; tENEEA/1041 tNE`,,tEtttltP 0,14_ iAiEKNWRI"LPNROA*A=R-Abli, 441 APOLE...T*TANt4 14 ""f2C.P.O.C1-,CRD, ?ArtRLID'OFJOJE ...0_10t Val IRON tr4W4Z "‘seitNt 1,4,3t$,e,sr:utt,vp:w0 ciiu liAliLttrit4IRE,L4YDRA14.14Y! T_P! _yr,BraixOCK FENCE X'Jle,1:44„,PROOPINT (tt CAVATIMPa W'rVit CLNR YAVVAKYIAS£ VUILDING LIN€4 4 .71:01).W=$(4■2.40.S0tAiltT . ,44.10* /Jon PittaPERKANCilt RE tRESCE 1.10tUriENT. . . fi4Af tic 1) CiA 14E t' 'sc y tAik • B9PY YE - L • BY,E P :1114Nt; splkyjsyg;),` YNDER KY piRcolor, ALSQ liiE ARC NQ vISIOLE Tct :s(AvitY.0: tfietrt 'otkOlto, tittiuot itel-041cA4:$TANOAROS‘ S B. THE ft. pp EtAnklp ettApivkya.0a7 (r.$4 fli We :.11:$ $9!:.,,yy. c KIT. putIc DT0.11t1,0 . smi)14ef 4611. - 404* itt.K4/6 40 ''',YVION4C.'ttC/104,9,41:1114T BEM■ NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA; TAX FOLIO NO. COUNTY OF DADE: 2. Descriplio 3. Owner(s) name and address: interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: k{ 5. Surety :(payment bond required by owner from contractor, it any) and address: Amount of bond $ 6. Lender's name and address: Notary Public Print Notary's Name My Commission Expires STATE CF FLORICA, COUNt'f CF CADE "HEREBY CERTIFY that this os a tr e c or g nal f f.� in this office on _ WITNES HAR4' By , A D 20 my hand and Official Seal. C E R C cut k County Courts of the day of O il? ate ? 2002 DEC 09 I4 :23 ,C. THE UNDERSIGNED hereby gives police that improvements be made to certain Chapter 713, Florida Statutes, the following information is provided In this Notic of Comm property, and in accordance with 1. Legal description of property and street address: mencemenl, V-- 10 �-1-, 0-I o� e ofIm rove enl: vaol P4rt) e ec C31 10 rThe 4 S} - .• ►Y a. ei r 3 3 1 38 7. Persons within the State of Florida designated by Owner upon whom notices or Section 713.13(1)(a)7., Florida 'Statutes, r other documents may be served as provided Name and address; 8, in addition to himsell, Owner designates the following person(s) to receive a co Section 71 3.13(1)(b), Florida Statutes, py of the Lienor's Notice at provided in Name and address: 9. Expiration • ate of this Noti different dal= is specili =.) Signature o Owner Print Owne 's Name 1 if Pv c,€2 _ Sworn to and subscribed before me this 7.-S era„ of ( Prepared by ,I omrnencement: (the expiration date is 1 year from the date of recording unless a A : ' M (_,) \NYlo,-y) , 1 _ 3 POOL DATA 4 EQUIPMENT SIZE 4 DEPTH 12(tec: 3'7 5' CAPACITY (1 3 4 O 6;4 L. PERIMETER/ARE ' FLOOD CRITERIA 113' PUMP POOL 1 SPA ,--- FILTER ) 4.4 (4-1 (a la, 12.0a TILE G i40 I C- E TYPE OF PATIO gt,1p2l:sl5i%,w7' (14ve EXIT RAILINGS r-- COPING r TURNOVER POOL SPA FLOTATION ANALYSIS WATER LEVEL ELEVATION C.• t~l<w) POOL DEPTH S. O LOW POINT POOL LEvEL 1.5 FLOOD CRITERIA `D•0 FC_ DEPTH LEvEL 3 • S LESS HYDROvERTIGAL 2 . D HYDROSTATIC UPLIFT 1.5 P+ NOTE 1 WALL TI- IICKNE55 TOP SOTTO PLACED CONCRETE 6• 5 ' GUNITE 4' a' FLOOR TI- IICl4NES5 TOP BOTTOM - PLACED CONCRETE 6' a GUNITE 6 ' 8' r)PRAIIN : CHECKED : DATE 2 i2, 5- 0 2. SCALE : St-1 a w,J .loe NO.: &2 44 BNEET 1 V OF 1 5HEET5 WAT LEVEL - -� 0 - 4. L GENERAL NOTES_ 1- ALL FLOORS AND WALLS OF POOL TO BE GUNITE APPLIED CONCRET - A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI_ 2- ALL REINFORCING STEEL TO CONi-oRM TO ASTM 615 GRADE �. 3- ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROv., L EXCEPT MAIN DRAIN TO BE SCHEDULE 50 PVC. 4- FILTER BACKLUAe1 --I SHALL COMPLY WITH CHAI-1tR 50 GF THE 5Ft3C. 5- NO POOL OR SPA DECK SHALL BEAR ON ANY TYPE OF 30IL5 EXCE P r CLEAN SAND3 OR ROCK WHICH SHALL BE COMPACTED TO PROVIDE A SAFE BEARING CAPACITY OF 2000 P3F. ANY OR Ci .NIC3, MARLS, Old OTHER TYPES OF DELETERIOUS MATERIALS ENCOUNTERED ON EXCAVATION SHALL iSE REMOVED (DEMUCKED) IN THEIR ENTIRETY AND THE AREA SHALL BE BACKF1LLED WITH ACCEPTABLE SOIL AND COMPACTED IN 12' THICK LAYERS_ WHERE THE CONTRACTOR CAN NOT REMOVE THE ORGANICS DUE TO WHATEVER CAUSED, THE POOL SHALL BE REDESIGN FOR PILING. 6 - IN ALL CASES THE POOL CONTRACTOR SHALL TAKE AL _ PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY 3140 UNDERPINNING OR ANY OTHER METHOD IF REQUIRED_ THE DESIGN ENGINEER ASSUMES NO RESPONSABILITY FOR THE SAFETY OF EXISTING STRUCTURE. 1 - THE DESIGN ENGINEER ASSUMES NO RESPO•gABILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED- POOL CONTRACTOR SHALL VERIFY ALL DFIMEN31ON3 IN THE FIELD AND ESTABLISH LOT LINES IF NECESSARY_ CONTRACTOR AND / OR OILIER SHALL VERIFY LAYOUT SHOCLN AND ALL DIMENSIONS P1�101� TO CONSTRICTION. 8- CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE MINIMUM CLEARENCE DIMENSIONS SHALL BE HELD AND SHALL BE A3 REQUIRED BY THE LOCAL REGULATORY AGENCY IN GEr =RAL_ HOLD -A DISTANCE OF 15 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER AND 10 FEET FROM UNDERGROUND ELECTRIC LINES. `3- POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF CONSUMER PRODUCTS SAFETY COMMISSION, WD.C. I0- MINIMUM 4' -0' HIGH IS t-tNCE RECOMMENDED AROUND ALL POOLS IN UNSCREENED AREAS. 11 -WHERE POOLS ABUT OR ARE PLACED NEARBY SEAWALLS �R SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL 3C IN GOOC CONDITIONS NOT PERMITTING ANY SHIFTING OR REMOvAL OR LOOSErIING OF THE SUPPORTING SOIL AWAY FROM THE POOL. IF THE WALLS DO N > r FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED oR REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE PROPERTY OILNER. WHEN EXCAVATING FOR THE POOL, THE SEAWALL TIEBACKS SHALL NOT BE CUT. WHERE CONCRETE DEADMEN FALL WITI iiN THE EXCAVATION, NOTIFY THE ENGINEER FOR INSTRUCTIONS. I2 -1HE CONTRACTOR SHALL BACKFILL THE POOL SHELL U',TH CAUTION_ I HE PLUMBING SHALL NOT BE DISTUR13ED. 13ACKFILL SHALL BE ACCOMPL - ISHED WITH CLEAN SANDS FREE OF ORGANIC MATERIALS AND SHALL BE PLACED IN 12' THICK LAYERS-EACH LAYER SHALL 3E COMPACTED TO 90 C�1 THE SOILS 1 TAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER. 13- 111.4ERE PATIOS ARE INDICATED BY OTHERS. THE PATIO DESING NOTES SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN SHALL BE I3Y OTHERS - 14- WARNING: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD. THE OLNER MUST CONSULT AND POOL REPAIR CONTRACTOR EXPERIENCED' IN ELIMINATING UPLIFT PRESSURES. 15- THIS PLANS REMAINS THE PROPERTY OF THE DESIGN ENGINEER IT 13 NOT TRANSI FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRI [ r tN PERVI135ION OF THE DESIGN ENGINEER AND TC) THE BEST OF OUR PROFE551ONAL KNOWLEDGE AND BELIEF, THEY I IAvE BEEN PREt 'ABED IN COMPLIANCE WITH THE °FBC AND ALL APPLICABLE LOCAL CODES AND REGULATIONS. 1 TEMPERATURE OF 5F'A WATER j -ALL BE SET SO THE.: 11 ''<IMUM WATER: TEMPERATURE 102 F_ 4' -0' JUNCTION eox COPING 10' -0' MINIMUM 20' -0' MAXIMUM TRANSFORMER • 10 (GU)- 3 4' C I Grl AND W_P- f; CEPTACLE " 12 (CU)- 1/2' C • 10 (CU) - C NON CORROSIVE CONDUIT 3 BARS EACH WAY POOL PUMP U 300 WATTS 12 VOLTS REMOVABLE UNDER WATER NICHE LIGHT 'M2 (CU)- 1/ C — POOL LIGHT SWITCH • 1? (CU)- 1 '2 ' C l7f Ti[ CLOCK ELECTRICAL D f AGRAM PANE l — JUNCTION BOX AND PUMP SWITC I1 ovERFLOW ELECTRICAL NOTES= I- ALL ELECTRIC WIRING SHALL BE IN ACCORDANCE WITH NEC -NFPA - 10- 199 -680 4 250. 2- PROVIDE GROUND WIRE SYSTEMS LOOP WITH • , COOPER WIRE FOR THE POOL DECK WIRE MESH AND STRUCTURAL TEL "NOTE: WHEN THE POOL WALL IS CLOSER THAN 5' -0' TO ANY EXISTING STRUCTURE, THAT WALL SHALL RE REINFORCED WITH '"3 >s 6' OFF CENTER MAXIMUM EACH WAY AND 8' THICK UNDER NO CIRCUMSTANCES ANY WALL SHALL 15E SET CLOSER THAN 2 " -Ol TO ANY EXISTING STRUCTURE. COPT WATER LINE 11/2'0 VENT LINE-- POOL 9 til 0 POOL 6OTTOM ' - 6 SEAT I -l/T 1' X 12' PIPE T l'FICAL. WALL. SECTI9N l.9 "4 TAINLES STEEL TUBE WITH WRAIKLE -FREE BEN ;, AND CXJRROSION RESIST4NT ANC:140R e iocyczr (T`?) o rT ( /A) ,,z1t45 FZ44 I L 2'- 3' ``....;KIM i1 i+, I DET,A f L VARIES (SEE PLAN) 6' CERAMIC TILE HANDHOLD k4Ni --!OLD DETA \� (1 v1 AX 54, " ° /c.) —WATER L NE f/ 'TEP / /�iP C` (OPI"ILJNAL) TI - vORTEX M 4 DRAIN (Z) 6• WALLS 8' BOTTO fe,ELov elEl.ow) PNEUMATICALLY PLACED CONCRETE WITH • 3 • 1,2k EACH WAY O ►-t c r 1 N l A SPA SECTf O 3' -0' WELL COMPACTED FILL FOR THICKNESS SEE NOTE NO.1 • 3 a j0 11 EACH WAY SIDES STEEL TEXT FORM OR KRAFT FORM MAIN DRAIN WITH ANTI- VORTEX GRATE 16 SQIN MINIMUM OPEN AREA 6' (MIN) CONC. ALL AROUND DRAIN SUMP GRAVEL_ SUMP DOUE3LE MAIN DRAIN DETAIL 4' CONERE - �'Xro'-ge -f� • E L-1ED ••• ' TC THLEKENEfl EDdE - WI TH 5 GRADE 1 WATER LEvEI PROVIDE DIFFERENT COLOR TILE AT SWIMOUT EDG 0 SUJ[MOUT DETAIL. FILTER ; ` 1/2 ''p 1 Ltt�� r 'z c `I > v Ni h P IPING DfAG FRAM L . ylLt w. v► Cr- N 1 • 4)1 2 G:21✓T - (L e - 04 Lo - 8' AIR RELIEF VALVE 2 ti PUMP '411TH HAIR s LINT CATCHER i 7 A 2 - 1 -z,/ COPING r 6EEPL 2'•P WASTE LINE �tG i ►— / DE tsiT to 4-Er 1C VAG%) VARIES (a) RISCR I l +U tt19t DC ourottt-t b) A- 2' rttoti n L - Irowi rtI!e 1 t Ibl • f tc) coNT A.snt46 riL Hr mae STEPS DETAIL l Lir r 18• 12 • 12' F I 1 >! F JJ IZ P L A lJ - CONCRETE SLAB WITH •3 m {O EACH WAY A L E= HdX WATER LEVEL GRAVE 11/4 HYDRO VALVE 1 '.-o" .• - ANTI-VORTEX MAIN DRAIN 12'X9'X SUMP PIE -CAST CONC. OR RUST -FR FIbERCa_Ad6 MAIN DRAIN (e) TYPICAL POOL SECTION • SOIL STATEMENT 501L CONDITION AT SITE BY VISUAL INSPECTION IND•CATEB AN ALLOWABLE BEARING CAPACITY OF 2000 P (UNDISTURBED SAND AND /OR ROCK) ALARM NOTE ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL -2017 TI LAT HAS A MINIMUM SOUND PRESURE RATING OF 85 DB A AT 10' AND IS EITHER HARDWIRE OR OF THE PLUG -IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED, THE ALARM SHALL SOUND INMEDIATELLY AFTER THE DOOR IS OPENED AND BE CAPABLE OF BEING HEARD THROUGOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING, SUCH DEACTIVATION SHALL LAST NO MORE THAN 15 SECONDS. THE DEACTIVATION SWITH SHALL BE LOCATED AT LEAST 54" (INCHES) ABOVE THE THRESHOLD OF THE DOOR (4242.17.1.9 FBC.). p)2`- l e.Q0L, ∎A •g lrt.>r G l ) "at+l G4 /~ 1`: l t.oGluN 6p 4 "re..-7 Yi t:.q ✓ : 2 E rc- u c, E. 4- IA I 0.1 AA/ "ay n) - 4 4- h.. 0,v 0wAvEA1;, Q(t ; ?� Ce.7c kan5 - '«zI �w.c Gam. 1C '5 ' fL .iX4 o� . POOL REQULREMENTS: SELF - CLOSING/ SELF - LOCKING GATES REQUIRED FENCE: 4' HIGH (MIN.) AND NON - CLIMBABLE IF NEIGHBORS REMOVE FENCE/ II1�"0vi'1 WALL, OWNER MUST REPLACE N tiril ove. WITH A 4' FENCE ON (w'✓LN�� ,o t , I ,1 �a)5e ./0 QWNER'S PROPERTY z. �: uL C > ) 1 2 0 A,✓a Ttik. V.■:1 J.."( 1/1 ° F l-w T L c1 S IPA pr O F N l y lit I 5No►ZE' •SEcTtp►J NV p6 1)-10 AL=. i r i sit LJ • VARIES SEE PLAN POOL BOTTOM t�t�L PAVatiS SAPETh' U 4F21\J 1Nl SIN I A PERMANENT SAPETY WARNING SIGN SHALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE PROM THE POOL AREA IN ACCORDANCE WITH APPENDIX ANS/N6P -6 -96 2. -THE WARNING SIGN, AS PER ITEM I ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: "THERE 16 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. It 16 STRONGLY RECOMMENDED THAT AT LEA6t ONE ADULT RENDERING CHILD @ 4PLRVI61ON BL' TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPR). (/ T 4 I_.. vo 0 0 1 1 PvM P c inn. r 2 4 J v- (. w } l L,1 C G1 j l z V. , 3DO 14.1✓- 15 G I w. p.d.2t =:• Ln/ a >: -t r 20- 4- p ! =L J t,__I 2✓ �)A, yt c Zoning Approved 1` \ � lS Q ‘.‘.e Z ' . V� I s1 C-E 1� t45 E Poi'" x r • - � l F p •'-"-- ' g e-S 45 CXT. d 'Jw/ 0.,> ;v 4 L. �r e' .r t a r •,, 4' I A 110 .:' REvl5LON5 J 1 t3Y FLOTATION ANALYSIS WATER LEVEL ELEVATION 6..5 1-4I.J POOL DEPTH ', ' 0 LOW POINT POOL LEVEL I • S FLOOD CRITERIA 5 -0 F_C_ DEPTI -I LEVEL 3 . 5 LESS HYDROvERTICAL 2.0 HYDROSTATIC UPLIFT C .5 ()A i NOTE 1 WALL THICKNeS5 TOP BOTTOM PLACED CONCRETE 6' 8' 6UNITE 4 ' 8 ' FLOOR THICKNESS TOP BOTTOM PLACED CONCRETE 6' 8' GUNITE - 6 ' 8 ' FEVl51O•5 k3Y t 2(LeO 11 � � S' L i CA;=.,CITY { - 1 8 f• PUMP N , M�. SPA r-- FILTER )IC GAR- 1'R,10 la C 12,0 e TILE GI401GE. TYPE OF PATIO - ests14vr pAV¢a- EXIT RAILINGS ^- POOL DAT 4 EQUIPMENT t e IZE 4 DIEF'TH t 2(LeO 11 � � S' L i CA;=.,CITY [PERIMETER/ARE,C - 1 8 f• PUMP N , POOL I I /Z►IP SPA r-- FILTER )IC GAR- 1'R,10 la C 12,0 e TILE GI401GE. TYPE OF PATIO - ests14vr pAV¢a- EXIT RAILINGS ^- COPING ^'• [TURNOVER POOL SPA l CHECKEID ' ; !DATE :12=- SCALE : Sfr-lc. Jp5 NO.; 2;2 4 P SHEET I a ' OF I 5I•- iEE1 „ r.o i , • GENERAL NOTES. 1- ALL FLOORS AND WALLS OF POOL TO BE GUNITE APPLIED CONCRETE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 2- ALL REINFORCING STEEL TO COtJFOR1 - 1 TO ASTM b15 GRADE 60_ 3- ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL EXCEPT MAIN DRAIN TO BE SCHEDULE 50 PVC. 4- FILTER BACKWASH SHALL COMPLY WITH CHAPTER 50 Ot= THE SFBC. 5- NO POOL OR SPA DECK Si -TALL BEAR ON ANY TYPE OF SOILS EXCEPT CLEAN SANDS OR ROCK WHICH SHALL BE COMPACTED TO PROVIDE A SAFE BEARING CAPACITY OF 2000 PSF_ ANY ORGANICS, MARLS, OR OTHER TYPES OF DELETERIOUS MATERIALS ENCOUNTERED ON EXCAVATION SHALL BE REMOVED (DE"MUCKED) IN THEIR ENTIRETY AND THE AREA SHALL BE BACK FILLED WITH ACCEPTABLE SOIL AND COMPACTED IN 12' THICK LAYERS. WHERE THE CONTRACTOR CAN NOT REMOVE THE ORGANICS DUE TO WHATEVER CAUSED, THE POOL SHALL BE REDESIGN FOR PILING 6 - IN ALL CASES THE POOL CONTRACTOR 31 -TALL TAKE AL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHORING, UNDERPINNING OR ANY OTHER METHOD IF REQUIRED. THE DESIGN ENGINEER ASSUMES NO RESPONSAt31LITY FOR 11-E SAFETY OF EXISTING STRICTURE. 1- THE DESIGN ENGINEER ASSUMES NO RESPONSABILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DFIMEN910N3 IN THE FIELD AND ESTABLISH LOT LINES IF NECESSARY. CONTRACTOR AND / OR OWNER SHALL VERIFY LAYOUT SHOILN AND ALL DIMENSIONS PRIOR To CONSTRUCTION. 8- CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE. MINIMUM CLEARENCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY IN GEN =RAE. HOLD . DISTANCE OF 15 FEET FROM OvERs -LEAD ELECTRIC LINES TO OPEN POOL WATER AND 10 FEET FROM UNDERGROUND ELECTRIC LINES. 9- POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF CONSUMER PRODUCTS SAFETY COMMISSION, W.D.C. 10- MINIMUM 4' -0' HIGH 15 FENCE RECOMMENDED AROUND ALL POOLS IN UNSCREENED AREAS. II -WHERE POOLS At3UT OR ARE PLACED NEARBY SEAWALL SPECIAL CARE 81-TALL BE EMPLOYED. THE WALL°. SHALL- 6E IN GOOD CONDITIONS NOT PERMITTING ANY SHIFTING OR REMOVAL OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE !='ROPERTY OLLNER. WHEN EXCAVATING FOR THE POOL, THE SEAWALL TIEBACKS SHALL NOT 13E CUT. WHERE CONCRETE DEADMEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER FOR INSTRUCTIONS. 12 -THE CONTRACTOR SHALL BACKF=ILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT SE DISTURBED. BACKFILL SHALL 3E ACCOMPLISHED WITH CLEAN SANDS FREE OF ORGANIC MATERIALS AND SHALL BE PLACED IN 12' THICK LAYERS.. EACH LAYER SHALL BE COMPACTED TO 90 OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER t3 -W4-ERE PATIOS ARE INDICATED BY OTHERS. THE PATIO DESING NOTES SHOtLN ON THE TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN SHALL BE BY OTHERS. I4- WARNING.): TO EMPTY POOL AFTER CONSTRICTION FOR REPAIRS OR ANY OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES E'ENEATH THE POOL MUST BE ELIP'tINATED TO PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT AND POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. 15- THIS PLANS t t1AJNS THE PROPERTY OF THE DESIGN EN•IGINEER IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRIT t EN PERMISSION OF THE DESIGN ENGINEER AND TO THE BEST OF OUR PROFE9310•AL KNIOWLEDGE AND BELIEF, THEY HAVE: BEEN PREPARED IN COMPLIANCE WITH THE e —.C. AND ALL APPLICABLE LOCAL CODE=S 1■- TEMPERATURE OF SPA WATER SHALL BE SET SO THE I IA , <IMUM WATER TEMPERATURE 102 F. 20' -0' MAXIMUM 4 -0r JUNCTION BOX WATER LEVEL COPING 10' - 0' MINIMUM TRAN3FO1 1ER L • 10 (Cu)._ 34' C GFI AND W.P. ti :CEPTACLE 10 (CU)- 3 /4' C NON CORROSIVE CONDUIT *3 BARS EACH WAY • 12 (CU)- 1/2' C POOL PUMP � 300 WATTS 12 VOLTS REMOVABLE UNDER WATER NICHE LIGHT 1 TO INSTALLATION OF ROUGH ELECTRIC WIRING OHM NAMEPLATE DATA OF A/C i= LJIPMENT, HOT WATER HEATERS ,+BNB OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES AND OVt CURRENT PROTECTION. A i M ATE SERVICE CAPACITY MUST 62 PROVIDED. - ; . O Wt TO ELECTRICAL •12 (CU)- I '2 • C - - -7 !N :,t''sZCflON. — POOL LIGHT SWITCH ° — JUNCTION BOX AND PUMP SWITCH OVER--LOW ELECT f CAL D IA 'AM PANE L • 12 (CU)- I i2' C COPT O TINE CLOCK ELECTRICAL NOTES: I- ALL ELECTRIC WIRING SHALL BE IN ACCORDANCE WITH NEC -NFPA - 10 -1S. 9 -,6P0 4 250. 2 - - 'R/VIDE GROUND WIRE SYSTEMS LOOP WITH •6 COOPER WIRE FOR THE POOL DECK WIRE MESH AND STRUCTURAL STEEL_ NOTE: t1JHEN Ti4E POOL WALL IS CLOSER THAN 5' -0' TO ANY EXISTING STRUCTURE, THAT WALL SHALL 13E REINFORCED WITH •3 $ 6' OFF CENTER MAXIMUM EACH WAY AND as THICK UNDER NO CIRCUMSTANCES ANY WALL SHALL .E SET CLOSER THAN 2' -0` TO ANY EXISTING STRUCTURE. 11/2'0 VENT LINE POOL POOL EOTTOM — 7 tU 0 TYPICAL WALL SECTION 4 18" p!✓t iT ` � (1'li. 4 ) TO PUP - COPING 4 .EONS 11 t�7T TE6Il WATER LEVE POOL 2' -3' c SLIMME DETA1 L �D DETAIL (.M 547 " ° 'c_) 1 • 3' -OI I- IR't0X12'PIPE • x 6 • CERAMIC TILE HANDHOLD 1' -6' // -WATER LINE 4 ( 1 L _ TI - VORTEX t DRAW SEE DE.TAtL 6' WALLS a' BOTTOM , eE Low PNEUMATICALLY PLACELQ CONCRETE WITH • 3 • 12 EACH iUAY O 1-4 t 'r'" I N /A ) SPA SE CTI O vARIES (SEE PLAN) PAvg.t MAIN DRAW WITH ANTI - VORTEX GRATE 16 5G21N MINIMUM OPEN AREA DOUBLE MAIN D RAfN DETAIL E SL Ab - WITH E 1i1EL GRADE WELL COMPACTED FILL FOR THICKNESS SEE NOTE NO_I • 3 a to EACH WAY SIDES STEEL TEXT FORM OR KRAFT FORM • 3 0) 18 EACH WAY 1.e."0 T : INLE4STEEL TUBE WITH )L)RtAIKLE -ERE E3EN S 4196 CORROSION RESI ST*1T f tr16, (OPTIC NAL) L r/ (MIN) GONG, ALL AROUND DRAIN SUMP `4 . WATER LEVEL 5 t2 T-i-t&XENE9- E D6 E 1 TN 0- 5 ccN'T-INU oUs t,- PROVIDE DIFFERENT , COLOR TILE AT I - SWIMO.IT EDG WATER LEVE SUJIMOI.1T DETAIL. `Y 1 '4) IZt_TU LINE 2 FILTER 2* f 2 4v WASTE LINE PUMP '11TH HAIR 4 LINT CATCHER PIPING D I AGRAM 4 i1Lt ►n vT (j (''' C- eov e Gc'LGC°- AIR RELIEF VALVE VARIES COPING 6 PLAN I1 II 11 1 `o ti'I !i- A Z" ( JC; I -�I ^�/ � � bI L•-� iZl QEsc,� t T 1 _ Er I r - _`- ! � tu L-tr L/ - (a) RiSOI i s + r FvV9T De IAUrorit b) .\- ]' rRo► -, THE ururomt "l°•ex 1.c164,1 lc) COtf 1 A.STIW TILe AT Wdse STEPS C,ETAIL Ira' 12' l2' • I ..� : rL_oJ - I {% L.A h..1 I' CONCRETE SLAB WITH • 3 m tc H EACH WAY h� a L E= 1 j.4 Ha x TYPICAL POOL SECTION. 301L CONDITION AT 81TE BY vIBUAL INSPECTION INDICATES AIN ALLOWABLE BEARING CAPACITY OP 2000 P.5P. (Ut•Irtl:'.TURBED SAND AND /OR ROCK) ALARM NOTE ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE ILOME TO THE POOL SIIALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL -2017 THAT HAS A MINIMUM SOUND PRESURE RATING OF 85 D13 A AT 10' AND IS EITIIER fHARDWIRE t TYPE. OF TH1;1 PLUG-1N TYI l:. TfIE EXIT ALARM SHALL PRODUCE A CONTINUOS AUDIBLE WARNING WHEN TILE DOOR AND ITS SCREEN ARE OPENED, THE ALARM SMALL SOUND INMEDIATELLY AFTER TITE DOOR IS OPENED AND BE CAPABLE OF BEING HEARD TI- IROUGOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. TIIE ALARM SIIALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING, SUCII DEACTIVATION SHALL LAST NO MORE THAN 15 SECONDS. THE DEACTIVATION SWITH SIIALL BE LOCATED AT LEAST 54" (INCHES) ABOVE TIIE THRESHOLD OF THE DOOR (424.2A7.1.9 FBC.). >,r 11J V � ■t u r IZ 11 60 Ve- :aR S .• kA./ [ WATER LEVEL GRAVEL 1 HYDRO VALVE ANTI - VORTEX MAIN DRAIN 1'.Z ,t � r • 12'X9'X9' Sl il'11" PRe -CAT CoN;. CR RUST -FR FIBER 61...,1.88 MAIN r BRAIN (t) 501E STATEMENT T4-S 2 O A IJZ O F L.o r l c i 13 t.ocb- - i4-' 6t ;a►LE.4 <.ecTto$ N0 - 1 P 6,1 0 / ~ p-10', DA PE. co. t N W l��ti.vlcr�. 5' -Tlu j . -/ POOL BOTTOM VARIES SEE PLAN pAVtatit SAFETY Lu4RNIN160 SIG N I.- A PERMANENT BAIaMTY WARNING[ SIGN e-4ALL PROVIDED AT ALL eWIMMING POOL AND ePA ARZAe READILY vIdIBLE PROM THE POOL. APREA IN ACCORDANCE WITH APPENDIX ANe/NeP - - P,5 2. THE WARNING, eIGN, AS PER ITEM I ABOVE, Ir.HALL WARN AGAINe+T SHALLOW WATER DIvINCy, THE PREVENTION OF DROUJNING AND SHALL INCLUDE THE FOLLOWING) eTATEMENT: "TH{acRE IS NO e.1.185TITUTION FGR ADULT SUPERVISION OF SMALL OH ILDFa'EPN. It 16 eTkONGLY RECOMMENDED THAT AT LEA6t ONE ADULT RENDERING CHILD eUF BL TRAINED IN ARTIFICIAL REePIRATION AND /OR CARDIOPULMONARY RlleUeCITATION (CPR) t✓ �. Tr?, L G A (.-- G o 0 01 1 ► D rJ' `" 4 P d t I Pt)k 4C. (240v- 1, 1.-k2 �_ -4k ! w I L. ; C G►/L C � 1 Z V. ,3C10 K. -4A1- I G 3 A 14 N' 1 C (JS p A .2> y L r✓ E x t- r 20 v A- p.4 )✓ E (_ w p. Isa 1• A y ti a t O t r` — . t p id — 111- -401 D 0 t - o 0 - \ -'1 0 0 I-- 0 C3 xl N 0 I J g .c . •3;<; • • 'Y`a6'.riu3. •:.. •