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185 NE 100 St (2)k "Wuo".7x*-4 r ijr zer.- rt. 0r;(.4.-}e• , - ' .. A. 11.14Wg*Kr..• le* t1.1.1.4 ".4 a it , r^Sr +n..i •. , ,m'. s+. ?'- :....r .:,. >r '.yr n2 ai i?wa e v/ >ysr.c:ti. i. _ 3x ;.(_ ..' ,6a Ma .yv j� �✓.w'+'.- "�h•SF^Mtir`an( ✓ydxi • 7,14 v +a. t •• � , y • ..••. • ci . {'!•�+�. . �..; cstxi4t "MTaM�A+�;li��.7•,i.;t�.i've�h•� i"�r<'raeksi+�.r,�w, wr�.tr+�x�:.r� d:•l. `�... «s.:+ • r•`y .t ::•f 1.4 rrw;.:.w .r•en.:i t i I.. - ,r.. . .4J►4.+ ;y,.y.,rY p'.�.. 7 9.1.7 a. A r l a ^.v,er t ry. .1'Svr�e;�' .'w., 7. . ! .. 1 • • t: t f4�f"4 Y. T +t .•■■• y <. h r www r 1 ',...,,,.:.1.:'..1.....:::,:,:.' ::',-....-'.,''.:7..i.:.',.:!.., ,• 0 2 — 3 — 4 — 5 6 — • - !-126 Htg.t2 c# , N 1 rlro ?6-rkN1 U..1t -ht2• i2 • 4-41/4" How- ca. ar 7- 13 13 STRUCTURAL L ELECTRICAL PLJMCiNG 11 — 12 — MECI1AN:CAL A . - -- -- ..,_Jam.__.r4.,.1 .,.- -._.+...•ts,,..:A.:4:, L'.C-1'e."FRa.,.l: •1.00" GZ, ?A/46 U` 1 ':J iO CCMi'LIAt E •.i;:i 'L; L STATE ;'ND COUNTY RULES ; ' lrU c tirnitt /-9 e 6 5 - I I q "/ Al G 2S05 /b0 • D ;r t TtgiDlz 1-E : /' =i -d'' >� 1 t2ON r.IlI iHct1L()11^1c; (4 "mIN, 1/- .,G- 1-4444 - -- ct � l 41,t 1-1 •1 V-10 Tie -V -1 1 F 1 F • • f7{- G6p a 1111 11 111111 11 1 r-- r .r" ■�■ ■ r ••■■ M 1401.416 -'e. ( bi.i. '1 p it P i t1t'I r" 'M 4 .111J664% M * 14 07(1 t4(,0 E' ;[e 01 ' f t t \i - '/v)t O P • • • -1.-1-r-------N." - -- • . • . .. • o • . N! GEC- l rIG• _ art His H I t 4-5 -5o,, • , >! 44", ltt•lvF� , 2'i, `�"G44 i' r 12' \$ OI.iI I � Ia si I - 2 r ev p u P 1 D - 3I K •t It• P 1 4 1 6' Xii0 l 6X d hUF)' �O1� • F. :.t.t It•' 1 -1 nom. 2'1 ay. r y. \. 1..1 Irk C4 IM P, r RP':-i'. .f V54- F♦ �4Jit-16p t •, "— ea. FF ate: A " z 1 -e" *AO H•.- 4/4^.44 1/ I' -91 •1 M T 1.1Co1 -!T 4 c ° t E d : . ` DEMOLITION PLAN scale: 1 /4'` =1 -Q" --- "" J 1,//4 1''1t INDIC - 2. t•o • r';-4 f - '�- �� "r�, ti • • • 0: . gip r - -- r > ! % I: I fi1 • .. - • • • r .,. 1 :.• L • M LEGAL DESCRIPTION: 0 " cc d 2.47o.341 75.00 75.03N) , s w000 �� 0.70 FENCE 0.20' ti THE EAST 1/2 OF LOT 21 AND ALL OF LOT 22, BLOCK 15, OF AN AMENDED PLAT OF MIAMI SHORES SECTION NO.1, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE ^.LP• 1F PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA N 0 t. -- – OM. — ,. 10 01' 10.02' East 1/i Lot21 •_ 25.00' X3 ai 5' CONC. WALK ('TRICK 7 ALLEY re L 18* t-t•e.1oo 'V. 75.00r) 7515'(M) 23 PARKWAY _ . N.E. 100 STREET (75'RIW) 19' ASPHALT ROAD PPOLE 0 DEMOLITION NOTES: WALL LEGEND KEY: 15.65' ci P 2.40' 1 0.20' ON o El SITE PLAN scale: 1 " =20' 1. CONTRACTOR SHALL COO VINATE THE LOCATION OF PLL 5TRI,CTLRA,, MEQIANICA,, PLUMBING AND ELECTRICAL ITEMS PRIOR TO COMMENCING 111 VvOla; CONTi2PCTG1 SHALT, CONTACT T AMCHiTECT/ ENGINEER OF ANY 17 FROM t} DESIGN w0, 2. ALL ELECTRICAL SERVICe IN AI2EA5 OF DEMOLITION MALL r DISCONieCTED FROM SEMVRCE AT MAIN PANEL LOCATION POOR TO 5912T 0e W00'., ALL VANGONEW WRING SHALL M REMOVED AND TEMMINArW TO EXISTING ELECTRICAL DEVICES OR JUNCTION PDXES. Mag ALL REMAINING WRING ANP CONDUIT5 POR FUfl 12e MODELING AND ELECTR CAL gale ANTS. ALL WOK: TO CIE PEt ORMED r. Y A LICENSED ELECTRICAL CONTRACTOR. 3. CONTRACTOR SHALL VilkleY LOCATION OP PLL 5113.0112. t. WALL AND C00MDINATE DE MOLITION WOW WITH PeMOLITiON PLANS PMIOR TO Tit gMOIVPL G� ANY CONCREIR CLOCK OR WOOD FRAME WALLS. ALL 5•T UC1U2PL WALLS ANP GLEAMS SHALL r REPLACED WiTH .APPROVED SNORING DEVICE5 VMICN WLL REMAIN IN PLACE UNTIL PERMANENT 5TRUCTIRA, REINFORCING 15 INSTALLED. CONTRACTOR MALL r9E RE5PON51PLe TO CONSLLT WiTH A 5TRU 1 L ENGINEER TO INa TWIT PMOPOSEn SHORING 5 ADEQUATE FOk E XI511N6 5 .m, LOAt25. 4. CONTRACTOR SHALL G2OR171NATl;1 The LOCATION AND ReMOVAL GF ALL RIMING PIPE5 TO PREVENT PAM E DL121NG DEMOLITION: ALL AVANPONEP WATER SUPPLY LINE5 51-iPLL M TERMINAT:9 AND CAPPED TOTE M'ORAZY LOCA110N5 PG72 Eln;:e REMODELING AND PLUMING MEQI.IIlMENr$. , CONTRACTOR SHALL PROTECT ALL INTERIOR FIN19 5 TO PREVENT DAMACe P RING The DEMOL111ON PROCE55. PLOORS AND WALL5 5NALL M SAW cur GRcog DMLLED A5 REQUIRED: FLOOM5 AN2 WALL5 SHALL LEFT CLEAN AND gAPY TO ACCEPT NEW CON5IRUCTION FINI51 t OR FUT112E Id;MODELING AND CON511 J flQN gag MENT5. Ni (1-160, 1 �•- . ntoroGFP 1 1� 3 1. : • f SIi�1 A q FLOOR to S 3'' ►fir. New WALL - 31 / 2" MTL, 5111 @i6" OC. W/ 5/ 8" 6.1N r)OIH 51DE5, PAINT & P IN15H TO MATCH EXl5T, WA15, CGLOMS 5EL ECTED r3Y Ovm. REhaE WALL - EXIST: WALLS TO I RE MOVEP, PAM', PATCH, & mat ALL FLOOR WALL5, & CLG5. A5 NEED - to MATCH EXI`.11NG. COLORS & FINI5HE5 to Pe MLECTED PY OYTFR, NEW MOCK WALL - NEW 8" CMU WALL K XI511NG OPENING COORDINATE W/ INSTALLATION OF NEW WINDOW 51ZE & PMAVIING REQUIMEMENT5. PAINT, PATCH, & 51UCCO TO MATCH EXISTING. v./ nl' !o,VI, e 44 Gds ,PG -1flt FIH tG�t� 1.0 C'1 ^�'Gki '• p/ -- C ( u - — —3 —4 50.01(M) J/ P.L F.I.P. 11Y — — — — -9 —10 1'3 ■05 — 11 —1:'. NUMBER: DATE: ITEM: LD I le* perbove O,arrg i p i ' cM i71.00 P- LL t5V C'-o ✓)1 1 REVISIONS PRJ. MNGR. ess SHEET TITLE SITE PLAN n a 4 2.# DEMOLITION PLAN Jilt1 NLJNii.3R 1,004 Vey DATE i• 26 -c) DRAWING BY CRP SCALE AS NOTED SHEET NUMBER A1O1 0 1 — 2 — 3 — 4 — 5 6 — 7 — 8 — 9 -- 10 — 1 1 — 12 — 13 A are-Ad X1511 41/ WO " PAIN1W - �A55 L3OA ( 1yr .) rt0 1t . GAB. BEYOND TYPICAL•TPPED, FINISHED AND PN COLOR SELECTED BY OWNER. // • • :III 111=111 ----II II III= . .. I I t j TM" L 10 INSTALL STRAP AT EACH ROOF RAFTER TO THE TIE BEAM. c 8" SILL CAP W/2 # 5 CON11Ni0U FOGIING F51? FOUNCAT1ON PLAN iii Alf ItAi' �►¢T . ROOF STRUCTURE TO REMAIN. ROOF STRUCTURE TO BE SHORED PER ENGINEERING REQUIREMENTS DURING TIE BEAM INSTALLATN. -- INSTALL STRAP AT EACH ROOF RAFTER TO THE TfE G‘Vb BEAM. Of Or 1,141 NEW Pk 11 o DOORS SELECTED BY Y' OWNER. EXISTING BARREL TILE ROOF STRUCTURE TO REI 1iN. ROOF STRUCTURE TO BE SHORED PER ENGINEERING REQUIREMENTS DURING TIE BEAM INSTAWI TION. cYJ FOOTING F5� F OUNIA110N rLAN � p. t 0\\c X1511NG POO- WALL 0. '6' E SECTION -B @ PATIO N.T.S. SECTION-A @ FRONT PORCH 1 1 III 1 11 co 12• IH tvW d IN' k)MrttoN peor0.1 To tcN6W 4- • N Il !bZWf� B712" TIE BEAM. 112' G.W.B. CEILING J , DROP BEAM OVER t r1, {Irk • n) DOORS AND WINDOWS - -TAPE, FINISH \(11'P,) 11Y G.W,B. BEYONIJ AND PAINT. COLOR TYPICAL- TAPED, SELECTED BY OWNER FINISHED AND PAINTED. COLOR SELECTED BY OWNER MA 315511.1.111', il 1- III - III - III' -I � II —Ill f - III III - III - III - III -III = ■ III = III - III= III- III- III -I [ ]Jl11 Rim - -iii iii _ iii �- _- i —III— - g L_-_---2-_: I � Ill III�I III I1= I1 =1I I III - I I1 =1I I III - III - I I1 =1I1= = I I -I 11 =1 I I III I I III - III - III -III -I I =1 11= 11 =HI I I ICI I I -1 I I -1 11 -1 11 - 1 I I- EW ROUND P,G,T. FIX E.t9 WINDOWr¢ SEE ELEVATIONS AND PLANS FOR DETAILS. F `' 1 I ( -4 1/ 2" PI NTSCJ WOO (3A55 t3ORI2 C iYP,) N5W t1L5 FLOODING- 551- C1>;t7 t3Y OWNU— N.T.S. EXISTING TIE BEAM G1.r1 GoMrAt 1 F • • • • • AIM XI5T1NG (SPICK FAV?5 WALL 6E YONG' 12 "x 12" reY5TOIv ON NEW CONCVTE LANCING & 5TAJ5 TO MATCH P00. DE CK- GROUT ALL JOINTS Ica ri%. o rm i rs g m if s wir C 4" SLAB WITH 6x6x10/ 10 W,W,F, not to scale 14 4 E3AR NOc- 11 SECTION AT STEPS ALIGN HT. WITH EXIST, FLOOtZ 5 [3AP5 @ 12" 06. P,W, XI51 9.A13 A �G %4'1 - ( 1• 0 It F,4v1I>k: p14 o 1 11 1 <;A15t l1 , I61 Rode 5rrau T' RGM , F.SVeN 'fca I4&k1 t1t: 6EstM KAFTf Ft J EXI ST 01 IJ AVt.. -`� -rc- i r�•2 1'"O • kro /roA f6retY' 31 STRUCTURAL SCHEDULE: TYPE DESCRIPTION WF -24 17."X24" W /3- #5 BARS TOP & BOTTOM W/ #5 TRANSVERSE BARS @ 24" O.C. F -1 3' -0" X 3' -0" X 1' -0" W /4- #5 BARS TOP & BOTTOM C -1 TC -1 TC -2 12 "X12" PILASTER BLOCK W /4- #5 BARS & #3 TIES @ 12 "O.C. 8 "X12" W/ 4- #5 BARS & #3 TIES @ 12" O.C. 1- #5 BAR IN FILLED CELL B -1 12 "X12" W /3 #6 BARS TOP AND BOTTOM W/ #3 STIRRUPS @ 4" O.C. B -2 8 "X12" W /4- #5 BARS & #3 STIRRUPS @ 8" O.C. TB - 8 "X12" W /4- #5 BARS & #3 STIRRUPS @ 12" O.C. ft O U N l • '3c ; % u, 0-0 D t: �ISTI�1� *,11)Jbart00,' LA'3 A 1 . 1 , To 3 t: It r1' ✓F 9 ' a 1: tJ cosh- J2Artoo, covh-- J 1-16 b FQ•1 I1J ev rs. 61I00 WF 24 2Et1o\L. e•415rING st.403 art Fl t: tJ F 1 ' Ir � 0 1 i �lsT t . �a nod 1 ExIStI�W �6ril�Y' eo'r1 L 4 k - Te• I ON 1J1.1 b ,rid k14t,L lyp (, L frt M r [ 1 Ali t r )_ c - I t -� F- P 0 Li \ D 0 46; 011 fDoGv6Z- •o •T J NC - ".1CI)TIKIkk k16t,l.5' "# ey -@ 12 G. GGfifi . N LA 0 Po C — — 10 — 11 -- 12 co co 2 c) Q 0 r -' W z .� Lo co NUMBER: DATE: ITEM: PRJ. MNGR. esS SHEET TITLE DRAWING BY CRP JCS NUMBER D(.TE _'• 28•a Pte• corn rkl REVISIONS SCALE AS NOTED hEa'�'lohl� 9flzu&1! SHEET NUMBER AI -o2 II4►!IJ'I 1.1�I�CI I1�1C ►l�i11I1£ {� 1 "1 fII11��11 - - - -..r • 411 IHRIttlitalltillthjitli.afilifil 171'11111i ll [1111 Ti 110,1I //Al ;, I : I1fI . I1JJ11 lIIf1 ]_l.[IT CI1I11_JJJIIIIUIJ.[[LI1 11 IIIJ ] IUIII] TI [IJIIIfflII1.TUITf[J1.FI11.IWI IIt1111[ 4JTJII.Ii'' c<fi f.;. tZ C, c , ' !O 1 . «e+ /r I I;3rr/ 0 ,4 ,T • 1I1 II11€(11 II1111111II1I -TI1 [UIUI T Ui ELI I{I tIf1II[I i fulfil[ 1t[IC14T0111 a y f� ,. • �Hn^ Y ,..n r e ..x e✓ s...• . - .",•tiw'ti:vv:Yran:.:Wn- . iw.>- - \—.a WM.c, r! /$ .e I1 111 JJ1 JlIL- 1ar1Il.1_C1lIICII. IA{ sI 11.1u1I 1 1l 1T11 .1.1:1rII1`IJI11►_1__J- [1j.1i: [' i 1 11 v 4v Vv.. s. r..v eve. . T. n L. n:. r,.. v, -. nn. •...R.v. -,_ ..w .. e.. .. ...,.,w . ...nn.. • v r.r yr. w..rV -.. r. ♦.v .,,t ♦. eV..,. .. �. T, f ?'Or /° f " N. ,—. r.f ar n•....r M. ...v., ,:...,, .... ..r.+v +✓L^ . v., dY ..1 urr., e rn) • Yx W +ir " .r 1.1 9 Lo r..../ i� i Io.1 / . s / /.rl /G o. x 4a P /sEc: / > ' ci .rra A 5 ' � _0;04; Ti /G f /s`e rimIL er l fJ,nc"ll?.. c • 1 / ., - 4 //3 N. _ Go -'4' • t e.i -onvwl II /4; pt4 1,-44 9 (J� � o o.nr/ . </0 � i�! (/C: ; / ; /� J -1 • f ` d /(r 4°/ t A C cOair _.. . _ L. r2_.. ( (ZI' -1* c JJ l,,;1/ 6 ;Q ) y,' t . p N. <:'I t/ (IN - 9, 2 JNet7 :A c /-// r -C!' f l ME NOTE OUTDOOR SWIMMING POOLS AND SPAS SHALL BE PROVIDED WITH A PERMANENT BARRIER THAT SHALL BE INSTALLED, INSPECTED $ APPROVED PRIOR TO PLASTERING OR F I LL I NG WITH WATER. SUCH PERMANENT BARRIER SHALL BE IN ACCORDANCE WITH SECTION 5007 S.F .B.C., LATEST EDITION. spEcit gown (S.F.B.G. 5001.5 4 ANSI /NSPI -5) WARNING SIGN& 1. ALL SWIMMING POOLS, SPAS, AND HOT TUB AREAS SHALL BE PROVIDED WITH A PERMANENT SAFETY WARNING SIGN IN A READILY VISIBLE LOCATION FROM THE POOL AREA (APPENDIX F ANS liNSPI -5-45). 2. EACH SAFETY WARNING SIGN SHALL WARN AGAINST SHALLOW WATER DIVING, PREVENTION OF DROWNING 4 INCLUDE THE FOLLOWING STATEMENT' ° THERE 15 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT I5 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPR)" ALMA NOTE; I. ALL DOORS WITH ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUD IBLE WARNING WHEN THE 1200R OR ITS SCREEN I5 BEIN6 OPENED . THE ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR 15 OPENED AND BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO BE HEARD TO THE DWELLING. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A 51 N6LE OPEN I N6. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE POOR. GENERAL NOTES & CONDITIONS I ALL FLOOR 4 WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3000 P.5.1. 2 ALL RE I NF. STEEL TO CONFORM TO A.S.T.M. A615 GRADE 60. 3 ALL POOL PIPIN6 TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE WITH SOLVENT WELD JO INTS. 4 IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEATHING ' AND /OR SHORIN6, OR OTHER METHODS AS REQUIRED. THE DES 16N ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 5 THE DES 16N ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREA5. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE W INDIGATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. IF NECESSARY, POOL CONTRACTOR AND /OR OWNER SHALL. VERIFY SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. 6 CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO FOOL'S WATER EDGE. POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH THE LATEST U.S. GOVERNMENT SAFETY STANDARDS. 8 INSTALL A 4 FOOT MINIMUM HIGH FENCE WITH SELF - CLOSING AND SELF-LOCK IN6 GATES AROUND ALL UNSCREENED POOLS. 4 WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALL OR BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED. THE WALLS 514ALL BE IN 600D GONDITION, NOT PERMITTING ANY SHIFTING OR REMOVAL, OR LOOSEN! N6 OF THE SUPPORTING SOIL AWAY FROM THE POOL. I F THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS 15 REQUIRED BY THE PROPERTY OWNER. WHEN EXCAVATING FOR THE POOL, THE SEA -WALL TIEBACKS SHALL NOT BE GUT . WHEN DEADMEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER IMMEDIATELY FOR FURTHER INSTRUCTIONS. 10 THE CONTRACTOR SHALL BAGKFILL POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE D 1 STUBBED. BAGKF I LL SHALL BE PERFORMED WITH GLEAN SAND, FREE OF OR6ANIG MATERIALS AND SHALL BE PLACED IN 12 INCH THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 4096 OF THE SOILS MAXIMUM DENSITY BY TAMPERING SOLIDLY. SOILS BELOW THE DECK SHALL BE PLACED IN SIMILAR MANNER. I I WHERE DECKS ARE INDIGATED BY OTHERS, THE DECK DESIGN NOTES SHOWN ON THE TYPICAL SECTION DO NOT APPLY. DECK DESIGN SHALL BE BY OTHERS. 12 PO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM GONDITIONS. 13 WARNING! DO NOT EMPTY POOL AFTER CONSTRUCTION FOR RE''11RS OR ANY OTHER REASON BEFORE CONSULTING WITH A POOL OR POOL REPAIR CONTRACTOR. HYDROSTATIC UPLIFT PRESSURES MUST BE ELIMINATED TO PREVENT POOL FROM FLOATING ABOVE 6ROUNV, AND CAUSING DAMAGE TO THE STRUCTURAL INTEGRITY OF THE POOL 14 THIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEERS. IT 19 NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OP THE DESIGN ENGINEERS. 15 ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE S.F.B.C., LATEST EDITION , AND ARTICLE 660 N.E.G., LATEST EDITION. ALL BOND WIRES SHALL BE PROTECTED WITH APPROVED MATERIAL. THE CONTRACTOR SHALL INSURE THAT AN ELECTRICAL BOND I N6 INSPECTION IS GALLED FOR AND APPROVED PRIOR TO PLACEMENT OF CONCRETE OVER THE BOND WIRE CONNECTIONS. CONNECTIONS DIRECTLY FROM THE POOL LIGHT TO A TRANSFORMER BOX 15 PROHIBITED. ALL METAL PARTS IN THE POOL AREA, IN ADDITION TO ALL. METAL DOORS, WINDOWS, SCREENED ENCLOSURES, OR OTHERS ITEMS CONTAINING METAL WITHIN A DISTANCE OF 5 FEET FROM THE POOL WATER'S EDGE, SHALL ALSO BE GROUNDED. I6 POOL LIGHT TO BE &ROUNDED TO COMMON BONDING GRID CONSISTING OF (I) *9 CONTINUOUS COPPER WIRE LOOPED AROUND POOL PERIMETER. LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL, DECK REINFORGIN6, AND PUMP MOTOR CASING. 11 FILTER BACKWASH SHALL COMPLY WITH SECTION 5004 OF THE SOUTH FLORIDA BU ILDING CODE, LATEST EDITION. 18 POOL WATER D15POSAL TO BE IN ACCORDANCE WITH SECTION 5004.3 OF THE SOUTH FLORIDA SUILDIN6 GODS, LATEST EDITION. 14 TEMPERATURE OF SPA WATER SHALL BE SET 50 THAT MAXIMUM MATER TEMPERATURE DOES NOT EXCEED 102 DEGREES FAHRENHEIT. 20 UPON VISUAL INSPECTION SITE SOIL REVEALS A COMBINATION OF UNDISTURBED SAND AND L I MEROGK. A BEAR N6 OF 2000 PSF HAS BEEN UTILIZED FOR DES! &N PURPOSES. 21 AT THE TIME OF CONSTRUCTION, THE LICENSED ARCHITECT OR RE +SISTEREO PROFESSIONAL ENGINEER SHALL SUBMIT TO THE BUILDING OFFICIAL A LETTER ATTESTIN6 THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGNED 15 BASED. IO NEW PRIVACY WALL (FOR DETA EET SP 4 EXISTING CONCRETE WALL NEW UNDERGROUND POWER SERVICE SEPTI TANK AND EXISTING ORAINFIELI) EXIST. SANITARY/ LINE TO EXIST.SEPTI EXIST. ELECTRIC METER POOL EQUIPMENT PAD U1 —I EXISTING 200A HOUSE PANEL 4S HOURS BEFORE DIGGING CAI TOLL i=REE -SOO- 432 -4110 SUNSHINE STATE ONE GALL CENTER OF FLORIDA / 727 m] KEHLER ENGINEERING ASSOCIATES, INC. ° E N G I N E E R S o �� AQUATIC � ENGINEERING n � S n T n R n UCT ( U � RAL ENGINEERING n COST � CONSSULTIN � G 3 J bC�o VV o U gUV / . V ERT.M £nl �� M[L`.� Lf-'1�[0J.t = Ir l MUD ga EM � Q�R7— o E7g arc Ic a (MOW) RE —Tnrolg 21' -8" 1 4 4' ALLEY 1 15.03' — '�" -- — 'r - EXISTIN6 WATER METER S P OOL • • . • POOL DECK EXISTING ONE STY GB5 RESIDENCE F.F. EL.+ 10.5' 75.15' 5' CONCRETE WALK N.E. 100 STREET - P. POLE SITE PLAN 1' = LEGAL DESCRIPTION THE EAST I/2 OF LOT 21 4 ALL OP LOT 22, BLOCK 15, TIE AMENDED PLAT OF MIAMI SHORES SECTION #1, P.B. 10, P6. 10, DADE COUNTY, FLORIDA. NOTICE TO BUILDER 16' -6" TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE SOUTH FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE START OF THE WORK, AND NOTIFYING THE ENGINEER, AT ONCE, OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. EXISTING 6' WOOD FENCE EXIST. WATER LINE EXIST. GONG. WALL W/ SELF - '.LOSING 4 SELF-LA iCHINO GATE • ' PROJECT NAME: RANDY GENE GRIPPIN RESIDENCE 185 N.E. IOOth STREET MIAMI SHORES VILLAGE, FLORIDA J.R. CROCKETT, INC. 2100 E. OAKLAND PARK BLVD FT. LAUDERDALE, FLORIDA 33306 JOB No. DATE DRAWN BY OCALE 61 -E:ET 7/6/44 MF AS NOTED SHEET I OF 4 BERNARD SANE, P.E. PROFESSIONAL REG. No.15544 STRUCTURAL ENGINEER KEHLER ENGINEERING A550C., INC. 4x50 5.1N. 12ND AVE, MIAMI, FLORIDA SUITE 1� (305 61 -8115 DOF PROP. R, C�No, EB0004614 JJ , ,.�, �� jq7 BE 5P SAUVE DRAWING NUMBER sP.-I J ��h� ��. „ 0 ii ii 1/ ii ii /1 ii 0 0 ii ii ii /1 ii ii ii 1/ ii „ 8" G.M.U. PRIVACY WALL ,' /1 4 m EXISTING CONCRETE WALL EXISTING WOOD FENCE ,. - • Zo T 4 m 23' -8" 5-TREAD LADDER, STAINLESS STEEL RAILS, 1.90" X 0.065" THICK WALL TREADS TO HAVE A SLIP SURFACE FINISH. 20 24 20 " 3' -4" IV-8" �' 1 n tV ANCHOR 4 X —r N " --,,- ZA H )C 31' -011 > 2 IQ" ZN N 0 / PLAN LEGEND SOCKET REFER TO DETAIL THI SHEET. P-4 % RUBBER BUMPE — X ALL TREADS HAVE A SLIP SWIMMING 5 , 4:7 ,, POOL DEEP 5"-6" MAXIMUM RESIST. FINISH ALLOWABLE CLEARANCE 4 I 3 TREAD CROSS-BRACED 3,_0„ DEEP 9 0 11 D ® M.D. 9 P-4 SP- LADDER DETAIL o UNDERWATER 12 VOLT POOL LIGHT d- ) GFGI RECEPTACLE SHALL BE LOCATED NOT 0 TH 1 N.T.S. / ` I , ESCUTCHEON HANDRAIL OR PLATE LADDER till �.'I� • U � (, '� %• y- o � % i , POOL POOL DECK DECK AREA 344 S.F. /- DECO -DRAIN CONCRETE I DECK LEVEL TIGHTENING SCREW ` > CONCRETE PAD LUG SCREW $ GROUND WIRE LAYOUT P N 1/4"= 1 '-0" if) GFGI RECEPTACLE SHALL. BE LOCATED NOT CLOSER THAN 10 FEET NOR MORE THAN I� .. i BRASS ANCHOR ' • •' • iii " ' !�� . ' --- SOCKET . • CONNECT BOND WIRE • .. PROVIDE FULL TO POOL RE I NFORG I NG ' / SLAB DEPTH W/ AN APPVD. BONDING UNDER ALL CLAMP. ANCHORS. _ \..._ —, ANCHORSOCKETDETAIL 20 FEET FROM WATER'S EDGE \ >III Cl X „ / / / EXISTING RESIDENCE N.T.S. j POOL EQUIP PAD P. J R CROCKETT INC. ERNARD SANE, PE, PROFESSIONAL REG. No.15544 STRUCTURAL ENGINEER 2700 E. OAKLAND PARK BLVD KEHLER ENGINEERING ASSOC., INC. rr. LAUDERDALE, FLORIDA 33306 gm 55 ' 72ND AVE, MIAMI, FLORIDA (300 ,5)' 661 -8115 D . OF PROF. 150, No. E130004614 BE " - N SANE ASSOCIATES C I A T E S INC. KEHLER ENGINEERING S S . O T ICE TO B U I L DER PROJECT NAME: ! JOB No. 1 ' DRAWING , NUMBER 5F-2 ` 1 TO THE BEST OF OUR KNO WLEDGE AND BEL THE INFOR- MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE SOUTH FLORIDA BUILDING CODE. T HE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE START OF THE WORK, AND NOTIFYING THE ENGINEER, AT O NCE. OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARIT, OR ` SUCCESSFUL ( COMPLETION OF PRO CT INDI ATED. RANDY GENE GRIFFIN Dare 1�6�99 :: �: ; ::: "'::::::• o E N G I N E E R D ':::::::: :::: ::z::;• AQUATIC ENGINEERING STRUCTURAL ENGINEERING COST CONSULTING • ;:%!!,?i►� RESIDE 15 5j N . 100th "��" STREET DRAILN DY MF •• +;. o �� /� inn n 0 nn 0 � �� o p — . r �agi0 R, VV o U gM �J Q �J IEMUJIM C IJVIJyQIJVIJ� _I�Ii-)m[iio Q gg� (( ��-, 7 ((�� l � 55�� .... .,...... Q OM) EU U ° ° ff7g VIELE QK CaGED REM— ecar.e A51�lOTED MIAMI SHORES VILLAGE, FLORIDA (SHEET 44EEt 2 OF 4 l r 14_ 11 1 POOL EQUIP PAD 2" POOL RETURN LINE 2" POOL M.D. LINE 2" POOL VACUUM LINE 2" SKIMMER LINE 2 SKIMMER FTC. AMMO MOWED SWIMMING POOL U PIPING PLAN 1/4' =1-0' PLAN LEGEND PVC SCHEDULE 40 NSF APPVD. PIPE (SUPPLY LINE) PVC SCHEDULE 40 NSF APPVD. PIPE (SUCTION LINE) POOL RETURN TYP. OF 3 D KEHLER ENGINEERING ASSOCIATES, INC. 0 E N G I N E E R S o AQUATIC ENGINEERING STRUCTURAL ENGINEERING COST CONSULTING QMC MUC 011g MIQC 70 1J ..LU g lgE MEOD RET- 0 07E "u'GLC QK 132330 -D RE3g -00g ANTI - VORTEX MAIN DRAIN ASSEMBLY 2" VACUUM FITTING WITH PLUG TOP LOADING NSF APPROVED SURFACE SKIMMER 1 1/2" ADJUSTABLE EYEBALL POOL RETURN FITTING NOTICE TO BUILDER TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE SOUTH FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE START OF THE WORK, AND NOTIFYING THE ENGINEER, AT ONCE. OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. PR JO ECT NAME: BRANDY GENE GRIFFIN RESIDENCE 185 NE. 100th STREET MIAMI SHORES VILLAGE, FLORIDA J.R. CROCKETT, INC. 2100 E. OAKLAND PARK BLVD FT. LAUDERDALE, FLORIDA 33306 BERNARD SANE, P.E. PROFESSIONAL REG. No.15544 STRUCTURAL ENGINEER KEHLER ENGINEERING ASSOC., INC. 4450 .W. 12ND AVE. MIAMI, FLORIDA SUI 5 ) 61 -8415 D ' . OF PROF. RE . No. EB0004644 BERNA • 5 UVE t JOB No. 1/6/99 MF DATE DRAW DY SCALE AS NOTED ai SET SHEET 3 OF 4 DRAWING NUMBER 5P -3 JOB No. DATE i/6/g9 DRALLN DY MF ecAL A AS NOTED e EET SHEET 4 OF 4 WATER PROOF JUNCTION BOX. METAL PIPE SUPPORT LE DRIVEN INTO STABILE EARTH. I" LIGHT CONDUIT CONNECTED WITH JUNCTION BOX NON - CORROSIVE LIGHT HOUSING WITH REPLACEABLE 1oo -300 WATT CAPACITY BULB AND 5 FOOT PIGTAIL WIRE WRAP FOR SERVICING LIGHT ON SURFACE OF DECK. #8 COPPER 6ROUND ANC TO NICHE BRASS (GROUND WIRE G ANCHORED TO WALL STEEL d N.T.S. iF N.T.S. FINISHED GRADE b' <1 PRECAST CORAL GAP 8" X 12" CONCRETE TIE BEAM WITH 4 -#5 BARS CONT. PLACE *3 TIES 12" O.G. THROUGHOUT 8" X 16" CMU WALL *5 BARS AT 48" FROM FTC, FILL CELLS SOLID W/ GONG. FINISH WALL WITH ROUGH TEX. STUCCO TO MATCH RESIDENCE:. PAINT TO MATCH COLOR OF EXISTING RESIDENCE. 24' `'3 `i€ 3G CONT. FOOTING WITH BARS, EMBED *5 VERTICAL BARS FROM FOOTING INTO EACH CELL AT 48" O.G. PRIVACY WALL SECTION SCALE: I/2 "= I' -O" 46" GLR WET NICHE LIGHT DETAIL k 5 a DECK PAVER DETAIL 12 VOLT TRANS- FORMER BOX MOUNT TO UNI- STRUT FRAME ALL CONDUIT ABOVE GRADE SHALL SE RIGID METAL CONDUIT ONLY `� — TO SUB -PANEL I" PVC GOND. PRECAST SIMULATED CORAL PAVERS ON SAND BASE. COMPACTED SAND BASE AD ROCK SUB -BASE 6" X S" CONCRETE SETTING CURB W/ I#3 REBAR RUNNING CONTINUOUSLY AROUND PERIMETER.. I1IIL lIMM1IIIIII01111IIB INSTALLATION NOTES I) EXISTING WOOD DECK SHALL BE REMOVED. I4/5 SJT W -A DBL INS. W/P LIGHT CORD 6ND. LUG IN NICHE COAT LUGS W/ APPROVED 3M SILICON POTTING *13 GU 6NI7 WIRE INSULATED O : cn PRECAST SIMULATED CORAL COPING 12" X 12" X 2" WATERL I NE 6" GLAZED CERAMIC NATERL I NE TILE RETURN FITTINGS INSTALLED 12" TO 24" BELOW WATER LEVEL -- DIAMOND BRITS "FRENCH GRAY" COLOR FINISH ON WALL AND FLOO SURFACE TYPICAL POOL WALL SECTION SCALE: 1/2 "= I' -O" WATERLINE OF POOL MAXIMUM SLOPE SHALL NOT EXCEED 1 FOOT VERTICAL IN 1 FEET 9 HORIZONTAL ANTI - VORTEX M.D. ASSEMBLY W/ HYDROSTATIC VALVE SWIMMING POOL LONGITUDINAL PROFILE DETAIL N.T.S. TIMER FILTER PUMP MOTOR N.T.S. 3 #12 -1 /2 "G 2P, 20A 3 #I2 -1 /2 "G I P, 15A I 5 GFI 2OA RECPT. SW 0 0 KEHLER ENGINEERING ASSOCIATES, INC. 0E N G I N E E R S o AQUATIC ENGINEERING STRUCTURAL ENGINEERING COST CONSULTING Roo W'. ((II�� O I gR/�/ J L=� �E GJ /� /UVVM M nl 4n`1 /[��M[�� IJ U—I('��1 ^JJr/��5� I 1 J I 5 SW EXIST. 200A PANEL 14/3 5JT -I "G INTEGRAL W/ FIXTURE POOL POOL LIGHT 4' -0" POOL ELECTRICAL SCHEMATIC EXIST. METER CAN NOTE: �- FLOOR AND WALLS SHALL BE SHOTGRETE un 101 I EXIST. FPL SERVICE NOTICE TO BUILDER TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE SOUTH FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE START OF THE WORK, AND NOTIFYING THE ENGINEER, AT ONCE, OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. PRECAST SIMULATED CORAL 24" X 24" X 2" SEE DETAIL *6 TH15 SHEET *3 ® 12" G /G, CENTER STEEL I N F LOOR 4 WALL TOP OF POOL WALL EL. + 10.0' BASE FLOOD CRI TERI A- DADE COUNTY FLOOD MAP 120 13 EL. +5.0' BOTTOM OF SLAB EL. + 3.I1' 9 cn UPtJFT DATA ELEVATION L WALL BOTTOM SLAB ELEVATION COUNTY FLOOD CRITERIA DEDUCT BOTTOM SLAB ELEVATION POOL UPLIFT FORGE DEDUCT 2.00' ALLOWED FOIST..) 2.00' USE OF 2" HYDROSTATIC PRESSURE RELIEF VALVE (- 2.00 -0.17' RESULTANT UPLIFT FORGE SLAB THICKNESS REQ'D = :ter H.P. POOL PUM #2, / MC/ TIMER 10 3,11' 5.0' 3,17' 1.83' 6 " POOL FILTRATION \A o SYSTEM EQUIPMENT SCHEMATIC N.T.S. 1 PROJECT NAME: RANDY GENE GRIFFIN RESIDENCE 185 N.E. 100th STREET MIAMI SHORES VILLAGE, FLORIDA J.R. CROCKETT, INC. 2100 E. OAKLAND PARK BLVD FT. LAUDERDALE, FLORIDA 33306 k -o I' -o" I -o I'- POOL STAIR DETAIL SCALE: 1/2 " =1' -O" 120 SF CARTRIDGE POOL HAYWARD MODEL C-1200 FILTER W/ AIR RELIEF POOL AREA POOL PERIMETER POOL VOLUME POOL DATA POOL TURNOVER RATE 4 . 0 HR I I /2" WASTE LINE SEE SP -I GENERAL NOTE POOL WATER LEVEL 434 5F ' 0 LF 14,648 GAL POOL HEATER TELEDYNE -LAARS 325,000 BTU LP GAS IN LINE CHLORINATOR BERNARD SANE, P.E. PROFESSIONAL REG. No.15544 STRUCTURAL ENGINEER KEHLER ENGINEERING ASSOC., INC. 4550 5.W. 12ND AVE. MIAMI, FLORIDA SUITE 115 (30,f 661 -8,15 OF PROF? REG. No. EB0004614 rftl BERNARD SANE DRAWING NUMBER 5P -4