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1301 NE 100 St (13)SCALE 717 SECTION , /-1,-; // frold1M95.9245MSZT.rAZ DWG, BY aite, PgS 1/ 237 B I . P Zer 3 eecc/< 5 Dews As r gcoe o9 /04. 1'v 1i ,sacancsmarasaariar-cr,...mormmtvszar.Aa=v3takma2sa=aw-a 1113eDiplte- ISV11 >Nit 5141 N. E. 12SA WAN mi),,pj not) Piee; A " 7 e?: /3e/ 41,6 /e,'-` /12,,),/, ....)■Ale,er:::*:), A ce,..1.).4 ct't. POc 6 jk't e rRig .0 ?t>ti 7' r ,t4 CE1 CB 4q z8 ' Pel Peet) DAV frii.: / MET oZ cr-rt J.O. 4 / "es: A.F.E. Ti./e-//f ,AEramirmo--- 1 T a' /1! i?/ofer pe.i•e - 41% -t.4. / ? o,c / / TYP /CAL POOL YP /CAL POD_ 0/, /0'- 0" -ff�i• SI e lb GENERAL NOTE' 5 1) for ,e/on /oyouf, ex/enf of s /obs, p /o /p /on, p e /a /�^'elo /s s not s hora n e G , 1h/1 shce , see sheet Z. 2) A// s wm m 19$ poo /s concrete f"/tors, mo / /s, ord bond 'toms. Concrete sho // hart o ZC :day cc,press/ve ,/,-,, .9th ci 1,00o,05 9� eeforn ed 9 lee/ sai2/1 to,s ' 61/k/ .5/et/ con- / o A 577M 4- /5. 5 /ee/ sho // to Ge nt, /orped ¢ p /aced n accordance o,/h 40 1 s /ondords ¢ scec, si A.'; 1 000% p o n9 sho ,'/ beor /he N.5F seat o OpFrova/. 5) clackvas/7 sho // be /o on or/der sum Cor,lo n n9 , /d5 n.n /m.im area O/ Lashed 10c k. Grote a, mo,n drmn sho // hove a free area Z //cries /he area of /fie suc / /ne. 2j D,o /omaceous ecr /h sha // hove o f//raf rote not /o exceed 9 9.2//a 's ,cer do ,cer // c/ / / /rr oreo B/ Sk, m l,/et e /e,,5en11 ,nay to re / -sued Act c /eon/n9 ti/a/6, sup /y 0' 21 sho,/ be so or• r2n ed /ho {here IS no cross ccnrec t/cn av /� o dames //c t'ater supp /y cr. La ter ds , o <;o / sys fe/n p /spas./ of oe/ vo 31 con /arm fo 500$ of f li sre'c sor /ate 9rod /n9 conlne pcnd,n9 o/ pee/ mater rq 1,',/h /n 1/05 an such ,aa n a s /,5 // not` / eers/s/ :re //,on one /nave /tr'r d scharye. - E /N0 ,n Oran 0,re +n Concret`e Otte—as,' 3NO2n Oro,n SECT / ON w/ OW/VG aoWL Se fe MG/G/ ,fUncl ✓/e // ,2o /nt Perforated R 'v. c. pipe -GSr ro9q /e Sw. BOx vh/ /e morb /e p,oefer fn. Z r3 ,n lord beom, • oxG TYP /... 4 L WALL 5ECT /ON WELL PO /NT DerA /L c,rcu //s for , -T e /ec/' - ,co/ pore/ / /9h /s S „l0nua/ Metoe S/giler e'//eh { � Gump /Nofor -. ivp d,sconnecf _soi/cfl ` /n prec0sf beg. 1 (D Precasf coprn9 5/0pe 1 ",fie ff For /s Over I -D' deep adJ e.5 cave. bars /2 "/c a Shown '-5fce /fer form or lerof/ boero/ Note: Qemove grate oiscl O// po,nf p /u9 ,from 0rn0/' drat// and o t t,ch oux / /10/9 pomp / /r7e v,ge en;pty/r9 Poo /. 6/1✓fC 1, r6 r/ O? r /hreoded P/uy e !'2 /n s/a" PfC 5c/, 40 h/ ,nooc/ /n pool area, 9r0012' a// bores, /lint mO /w, e/ !v/ 0 /1 /urre. ' •- to pump 1-" rock Co / /ectipn bed, .Vo /e .4 1 /n. o/ oo yds of rock . to stab //ije so,/ for te /oein9 s./ee gun, EL FCT2 /CAL D /AGFAM Ncfe Poo/ pomp m0 % /oco /ed ,n / wen's/ cc✓rere /e beg w /corer abeve 9iode. / - / 1 7 4 1 — . - . Moen 0/0/ f, /ler recoot p/ck -up and W05 /me. Waste /,re \ • 5 vocvvm ,'w o� A+ Note : 4/1 peso/ ,o�,o�,n9 P. VC. MA5TE2 DETA /% SNEET F OR FT, LAL/OEQOAL E FLOP /CAA STAN WEE,CvS e' 4550C. Y1romr E11/6/NEER0 P10 POOL P IP //VG 0/A GRAM /Jr U i f T$ .D /1)71 fo/t7ra //7 , t • \ \ 1 '1' f'» Cihof /ahooC /Iee L7f, e .°d ce - - \\ �f 4 A.J 7i /-od • • _, /5 /0/at?irr ea Village. The Architect and builder are r�a,f knowledge of all building regulations whets -.r e xi#iaatly indicated herein. Ail reinforced steel , hung, plumbing, electrieai wiring' and roof f!ars ' .x ,A,, ,r be soncesle4 before inspection. Al • t. Vii . • :'. ♦ 4.-4#i " l Y 4ta1, piunt,;attts, etectrtcat and to . * j c * - - # .9tR rt Y4._ _.. ._ ...,....- .� P� ' pct It I&_ Sa.• Stair Vacua-V.. Lo 5' Pc A AJ POOL SPECIFICATIONS VOLUME . _ /4'000 1/. . Pe le ELEVATION (BEAM TOP) TILE ",c Cer am/G B/ve. COPING 5ci fe - T Grip - '/t - . POOL FINISH f'a'ce A!JJ:r4 I afhi e .Sc 4. _ PVC PIPING INLET(S) tQ__ DECKS 8? -mince. DASH OR OVERPOUR c d ° FOOTER EXCAVATION DISPOSAL LIGHTING CONDUIT Bf GRAB RAILS '5/5_ HANDRAIL DIVING BOARD_ - - 8' -- PUMP ENCLOSURE mace. /creed5/ i/cdver PUMP h° • FILTER -- PACE VACUUM DIATOMACEOUS EARTH WASTE DISPOSAL e/il aca . .Cunt, ELECTRIC_ f/ a.. - -- °//he r_ - HEATER x-104 LEGAL JOB NO. 4 o' � ,1 15 'fee /G/er) c e p I NC. 907 N.W. 9TH AVE.. FY. LAUDERDALE. FLA. DESCRIPTION SWIMMING POOL PLANS FOR JO go3 / - - -- DATE v DRAWN 8Y SCE. _ FT- SQ. FT. UN ET. AtP. 8Y • ace $s tES APO. CON pu iT 44ry 44re • , 9. t • T 9 k >e C?) 4A 7&' e / G 8 - /ee / r / E' 3 's . 4 "54h /e"7"(/". , ;' fe i „6. 4 I° p/:://V:; /-= 4 A/ l►s=b Y tvzs.'i- ; t 9 p } `.e s 1 ,.4".4.4%. . •pitirnl.anS, eIectrtc&l ana 7Gotan) c6s**'d ref a• �r:4res Village. The Architect and huiidef are je Al iir 5II0 / :, l r ►tedgs Of ' 11(1 banding reiuiattions whet + .. a ---7- ,, ..r 1 ` ta,itally indicated herein. All rrinfbrced atect sa *- - Y C3 '1, +ply rn ing, electrical wiring and roof f1a !`.t il O ' � ' ' •b ii» ceal b fbra'ii1'3pection. ( ° .. .3 "_ e txssrf O. )1 Lam, -Y • • 62,4o4.5 ,5e4/4 ;C/ e /-e "de-G" 1d `.5 —r d Po Po D Po /a")(/' z iis rf8 /Vf' /�" X /8" /-y x /d" re "/ /3 SIZ vow ELEVATI TILE COPING POOL FINISH PIPING -Cc INLET(S) __— --- DECKS r4 8 4a`5 § spy - rd - - 3 r ;' B ¢ s P40L SPECIFICATIONS (BEAM TOP) „ e Cera,6 G . 43hve. T- Grip ce AdQ6k(thll _ _PVC DASH OR OVERPOUR CK FOOTER EXCAVATION DISPOSAL LIGHTING _ --- GRAB RAILS HANDRAIL. DIVING BOARDc_ PUMP ENCLOSUR DEPTH v _ __ Perimel � � N .W. �tt1 �Y 4[.. F. Up 601 rt ► RROAL SWIMMING POOL-PLANS FOR � E 3AL oEscaiPTIOH - • 4 e /G - "x6" rd cif .a'i bait _Fast_. UQ.p✓ $15 c7 0111)! IrJQNe, • ..t'... • • • • • • • • • • air v ' • ft • • • • EF c ,c . • • • r t • • • :( ';1 1 {f AR1! 0 N Il ' ✓ t ON€. "3..212- .. Pt_AN r K�32• ., /. /y /� t c. - / ? . � F { = `I'�l r . f / . 0C;1 •17 �..lC . * r te /Q �YP��} �� .d r J'/(.f/d P }fit 4t0 J`',,,J`' S.,. • • f <4 . " '°.Q I '•' :., .mot...• VAIg'i. ce tc,,; •t ri1J ■• 1 EXTRUDED PANEL (RON 59 A) ALUMINUM .068 6063 -T6 CEILING MOUNT HEADER 6063 -T6 .125 .080 3.625 1.000 -a .062 MOUNT HEADER 6063 —T6 .125 .080 1 X 2 X 1/8" 2 X 2 X 1/8' 2 X 3 X 1/8" ALUM. ANGLE FOR END CAP REQD. ONLY BUILT -OUT CONDITION 1/4" ANCHORS 3 36" 0.C. 2.000 r•= 2.000 ANGLE 606.3 END CAP BUILT —OUT CONDITION SECTION D —D PRODUCT MARKING A LABEL SHALL BE AFFIXED AT BOTTOM OF ONE PANEL OF EACH OPENING WITH THE FOLLOWING STATEMENT. ROLLADEN INC. ALUTAINUM STORM PANEL 'DADE COUNTY PRODUCT CONTROL APPROVED" DESIGN PRESSURE RATING + 52.7 PSF, 69.7 PSF FOR INSTALLATION EVATIO D END CLOSURE ANGLE REQD. ONLY ON BUILT -OUT CONDfi10N SEE SECTION D -D GENERAL NOTES CTURE IS DESIGNED AS PER THE SOUTH FLA. BLDG. CODE TION FOR DADE COUNTY, 1992 EDITON FOR BROWARD COUNTY WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. RITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, ETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CTION MANUAL LATEST EDITION. M ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY AS LISTED. HALL BE ALLOY 6063 -T6. RFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE E COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH SPEC. NO. TTP -645, OR BE GALVANIZED. SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL OR STUCCO. IRUCTURES MUST BE CAPABLE OF SUSTAINING LOADS BY SHUI1tR. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. ENGINEER: HUMAYOUN FAROOQ PE t 16537 FEB 2 2 1995 z 0 s a ° 0 Oaa- O0 w Z Z 0 < < CL co O (1) O - W W ! N 1 z ? 0 C Z >n o L�1 re) J • U O Z m — W W a n Z Z � O :n < u3 c 0 V7 0 0 D 0 2 .4' C3 6 • C ) 1 drawing no. 94-51 sheet 1 of 3 36" TYP. END CAP ANCHORS D DETAILS SEE SHEET 2 St 3. a+ - 4" .MAX. DVL 8Y PRA T CONTROL DIVISION BuitoulG CODE OIMPUANCE OFFICE ACCUTAt CE 14o, s t O Bti -' 05 9 -3/8" TYR #SPIOYLD AS COMPLYING WITH T($ MM I II 1 ' Di . CODE A-- 3 B A TYPICAL EL 1, THIS bIRU 1994 EDI ALSO FOR 2. DESIGN C AND SAF CONSTRU 3, ALUMINU PANELS S 4, STEEL SU GNEN ON FEDERAL 5, ANCHORS ANCHOR DRESSING 6. ALL BOLTS SHALL BE STAINLESS STEEL ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL WING NUTS SHALL BE CF ZINC ALLOY. 7, THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE/ZONE. 3, DESIGN CRITERIA FOR PANELS: MAX DEFLECTION s L /30 OR 2". 9, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 10, EXISTING IMPOSED MIN. EDGE DISTANCE = 2' TYPICAL ANCHORS SAME AS ABOVE WALL MOUNTS 1/4 x 1 -1/2• DRIVE PIN 0 2' FROM ENDS & 9 -3/8' O.C. SECTION A —A 1 / 4" MAX-1 TYP MAX SPAN = 96 -1/2' 1 /4" MAX TYP 1 /4 STUDS W/ WING NUT & WASHER O 6 -1/4" 0.C. ALUM. ANGLE 2 X 2 X 1/8" 1/4" X 1 -1/2' DRIVE PIN 0 2" FROM ENDS & 9 -3/8" 0.C. MIN. EDGE DISTANCE =2" TYPICAL 1/4" X 1 -1/2' DRIVE PIN 0 2' FROM ENDS do 9 - 3/8' 0.C. ALUM. ANGLE 2 X 2' X 1 /E' 2 X 5 X 1/8' ALUM. ANGLE 6063 -T6 2 X 5 X 1/8" ALUM. ANGLE 6063 -T6 BUILT —OUT CONDITION SECTION B -8 1/4"-20 X 1/2' BOLT W/ NUT 0 2' FROM ENDS 6c 9 -1/2" O.C. MAX SPAN 96-1/2" 1/4' STUDS W/ WING NUT & WASHER O 6 -1/4' 0.C. 1/4 -2o X 1/2" BOLT 'w/ NUT O 2' FROM ENDS & 9 -1/2" O.C. FOR GENERAL NOTES AND EXTRUSION DETAJLS SEE SHEET 1 OF 3. 0.C. 9 -3/8" O.C. 1/4' STUDS IN/ WING NUT & WASHER O 6 -1/4 O.C. ENGINEER: HUMAYOUN FAROOQ PE j 165,'7 FEB 2 2 1995 APPROVED AS COMPLYING VON T11E SO FLT A � �11DI CODE DATE_ S7 / , : , f � • • • BY PR. .CT CONTROL DIVISION BUIIDING CODE 0MFUANCE OffICE ACCEPTANCE tUO, �f `t 8d ) -• 05 U iii 0 N O g z CL V) O 0 c CC O L�J r•,) J U 0 Li. Z W Z c Q Z Q J 0 J CC Ln C O 'C 0 4 .O v v 0 C �i c i al v � drawing no. 94 -51 sheet 2 of 3 CEILING & FLOOR MOUNT GLASS 2.250 MIN. SEPARATION TYPICAL ALL INSTALLATIONS 1/4' X 1 -1/2" DRIVE PIN 0 2 FROM ENDS & 9 -3/8" OR 1/4' TAPCONS 1 -1/4" EMBED N o 2' FROM ENDS & a • ALUM. ANGLE 2 X 2 X 1/8" 1/4" X 1 -1/2' DRIVE PIN 0 2 FROM ENDS de 9 -3/8" O.C. OR 1/4-20 X 1 -1/4 MACHINE BOLLTS W/ LEAD TAMPIN' o 2' FROM ENDS do 9 -3/8' O.C. %,/\ MAX. SPAN = 96 -1/2' SECTION C —C DOUBLE 2.X4 HEXER DOUBLE MIN 2 X 4 'WOOD SILL PLATES WALL MOUNTINGS LAG W/ " 1-IN. 1 /2 M PENETRATION - a 7 FRCM ENDS & 7 -1/7 0.C. 1/4" STUDS W/ WING NUT & 'WASHER a 6 -1/4 O.C. ALUM. ANGLE 2 X 2 X 1/8" 1/4 X 3" LAG SCREWS W/ 1 -1/7 MIN. PENETRATION 0 7 FROM ENDS & 7 -1/7 O.C. 4 "1X /Y MIN. PEN w/ ETRATION D 2" FROM ENDS & 7 -1/Z' O.C. WOOD INSTALLATION DETAILS 2 X 5 X 1/8" ALUM. ANGLE 6063 -T6 2X5X1 /8" ALUM. ANGLE 6063 -T6 1/4 x r LAG SCREWS W/ 1 -1/7 MIN. PENETRATION a 2" FROM ENDS & 7 -1/7 O.C. BUILT —OUT CONDMON 1/4 " -20 X 1/7 BOLT W/ NUT O 7 FROM ENDS & 9 -1/2" 0.c. 1/4 SPUDS W/ 'WING NUT & WASHER a 6 -1/4" 0.C. 1/4" -20 X 1/2 BOLT W/ NUT a 2' FROM ENDS & 9 -1/2" O.C. ALUM. ANGLE 2X2X /a" EXISTING 'NOOb TRUSSES a 24 0.C. MIN. 2x4 MEMBERS MIN. S.C. = 0.51 2 X 4 X 1/8" ALUM. ANGLE 1/4" X 3" LAG SCREWS w/ 2" MIN. PENETRATION 4 EACH TRUSS v' CEILING HEADER (CONNECTED TO WOOD) MAX. HEGHT = 8' a 70 PSF APPROVED AS COMPLYING WITH T(tE r. 4 i1 A j DI CODEE q ' DATE_ BY PRO CT CONTROL DIVISION sulaDINQ CODE SOMPLIANCE OFFICE J'W ACCf CE 110.11t o ?t oS ENGINEER: HUSMYOUN FAR000 PE # 18557 FEB 2 - WOOD PANEL -5 /8" - PLASTER = 1/4" - HARD BOAR D =1 /4" SHIM 1/4 " -20 X 1/2" BOLT W/ NUT 2" FROM ENDS & 9 -1/7 0.C. ) L 0 1 z U O o ) 0 0, >> O W � J D U Z m — W W Cr) 0 Q Z O 0In< 0 0 m m .0 0 i ) q 00 1 i 1 0 1 ( ) drawing no. 94-51 (sheet 3 of 3 J 1 BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH ROOF SLOPE > 10 DEG. HT. (ft) 15 43.2 20 46.9 25 50.0 30 52.7 35 55.0 40 57.2 45 59.1 50 60.9 55 52.6 60 64.2 ZONE 4&5 ZONE 4 45.9 49.9 53.1 56.0 58.5 60.3 52.9 6 56.6 68.2 EXPOSURE C ZONE 5 57.2 62.1 66.2 69.7 72.8 75.7 78.3 30.7 32.9 35.0 ROOF SLOPE a<10 DEG. Z 4 &5 39.6 42.9 45.3 48.2 50.4. 52.4 54.1 55.3 57.3 58.3 ZONE 4 42.0 45.6 48.6 51.2 53.5 55.6 57.5 59.3 50.9 62.4 NOTES: BLDGS. 60 FT. HIGH OR LESS USE EXPOSURE C FOR ALL BLDGS. a = 10% OF MINIMUM WIDTH OR .4h, WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4% OF MINIMUM WIDTH OR 3 FT. LOADS, POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. ZONE 5 52.1 56.6 60.3 63.6 66.4 69.0 71.4 73.6 75.6 77.5 4 / 6 h �1 0 cye NOTES: BLDGS. GREATER THAN 60 FT. IN HEIGHT. USE EXPOSURE C FOR NON - COASTAL AREAS. USE EXPOSURE D FOR COASTAL AREAS a = 5% OF MINIMUM WIDTH OR 0.5h, WHICHEVER IS SMALLER. POSITIVE LOADS CAN BE GRADUATED FLOOR BY FLOOR USING ELEVATION ABOVE GRADE AT PARTICULAR FLOOR. NEGATIVE LOADS MUST BE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. SEE ABOVE ILLUSTRATION FOR DETERMINATION OF ZONES. WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7 -88 BASIC WIND SPEED: 110 MPH IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 20 SQ. FT. HIGHT ZONE ZONE 5,6 &7 5 (ft) ---- + 10 35.5 20 38.5 30 43.2 40 46.9 50 50.0 60 52.7 80 57.2 59.6 100 61.0 63.5 120 64.3 66.9 140 67.1 69.9 160 69.8 72.6 180 72.1 75.1 200 74.3 77.4 220 76.4 79.5 240 78.3 : 81.5 260 80.1 83.4• 280 81.9 85.2 300 83.5 86.9 320 85.0 88.5 340 86.5 90.1 360 87.9 91.6 380 89.3 93.0 400 90.6 94.3 INPR 71995 BUILDINGS GREATER THAN 60 FEET HIGH EXPOSURE C ZONE 6 EVALUATE NEGATIVE LOADS AT ROOF ELEVATION 90.5 96.4 101.6 106.1 110.3 114.0 117.5 120.8 123.8 126.7 129.4 132.0 134.4 136.8 139.0 141.2 143.3 ZONE 7 121.3 129.3 136.3 142.4 147.9 153.0 157.7 162.0 166.1 169.9 173.6 177.0 180.3 183.5 186.5 189.4 192.2 ZONE 5,6 &7 53.0 56.1 60.9 64.5 67.4 69.9 74.0 77.4 30.3 32.8 35.1 87.1 88.9 90.7 92.2 93.7 95.1 96.5 97.7 98.9 100.0 101.1 102.2 EXPOSURE ZONE 5 EVALUATE NEGATIVE LOADS AT ROOF ELEVATION 77.1 80.6 83.6 86.2 88.5 90.7 92.6 94.4 96.0 97.6 99.0 100.4 101.7 103.0 104.1 105.3 106.4 D ZONE 6 122.4 126.9 130.9 134.5 137. 140.6 143.3 145.3 148.2 150.4 152.5 154.4 156.3 158.1 159.9 161.5 AL- FAROOQ CORPORATION ENGINEERS, PLANNERS Sc PRODUCT TESTING 1235 SW 87 AVE MIAMI, FLORIDA 33174 (305) 264-8100 ZONE 7 157.0 164.2 170.3 175.6 180.4 184.7 188.6 192.2 195.6 198.8 201.7 204.5 207.2 209.7 212.1 214.4 216.6 AFC 94-01 79.73' EXISTING 6...AWALL GALV 1-1.PRICANE STRAP (TYP EA CI-1 JOIST) ';- 4.• vr • - ' , • „ ; ' „”. • 44 EIJSQAYNE ®AY SITE PLAN , . ,a • FJl1R1AP WPAPPEO 4 O ASPHALT COATED +C._0' M. L.W. 01.11v 4i st + r ALL CetA$ 7 .�tC,ty . A4,4* : 30 eAR OtA1< 3 (12 't4 ) S3 O1 A f a'!9. ; A MGM . 3 CC4 C�SaVe oA Q W �FE;12 r Y$ . ! B w8 Ce3 Tt-1 W F�A8R1C W ' `Wt�'+d^,��,)' 70MqTtizgwisqa.1 ' 4Nt7 8B • V S EE `a ti x Tj * z 3 ��CiC TAQ y ;W flTl" .y`.¢ r,ry k x ,{ �� eA 1 /.. R $1-403'' 1 W NOT lfx To lrel . wA cr' YWIT 4 j1-E 'c � !4' Fl :44 > ;. (O v . refAit4 c1 cfs Q) z' (Nc s 9Tfs 7L,RAl.� =-- =-_± . CaITB? Lt (O' , .(t-4;6`4,1,4 f CIN 2 • TYPICAL TI EXISTING SEAWALL CAP DETAIL Q uS m N N lD N O Z O Q 1 J SKETCH OF,SURVEY f.-- a' 494' 4 0 ti � awwa, w+t+farrwa To ft asst t* M�1fOMllP et Vics*le-0101r041.04 ROMPED NUM v.0.431F POS. ■••..=•. 777 7.. 5 tee T11! OC7Liwt*71(1 THE MI•@aTY Ip1cp€R1YAODAESS: eel Al; AS.•J :i••A .�'�1. '1: . . r •__.___._: 4 1 P+ " ti L ACCOIDitiG TO THE thAT 11 IMEOF ACCORDED IN PLAT OCXIM .. PAGE - .1.1._ . , j1F i l l g .T34i s i. 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J42OM3 .e't N.B.1003T. J'S AVE.. MIAMI. 61- tofiaJs Ft.:\• DONALD G .SMITH AID • /r V 1 Y - I . R. N � R A H. A. I. A. DWG.:..:.. .. . Q O� Noe ARCHITECTS `. - M( MI BEACH OP DwGS?: A COHTRAGTOPv TO CHECk ALL SITE _CONDITIONS AND VERIFY ALL DIMENSIONS ON JOB_. THIS PRINT IS THE PROPERTY OF THK ARCHITECT` A NO AN I1ISTRVMEN7' OR SERVJCE ONLY :' COMMISSION No. C. S. co_. NO. 3111 -12 -53 '36?1 S _ 4---- ," 21' T. AR 1 • t1" T '3% �_� ' f 1 :. ' F 1 ` . ttIj 4. i _? _ ;_- t S ■ r: _ , Ez -r• . T . -4 1-; ( sf Gftroi ieX orb ENV. IA t'I r So p ? Pt, \5}►• • 1 1V $?'-' 4 . ■ C { j� i 420r. Coo/ r d 2 'r 1 1 + r�r -: �i- - t }, t ' T _ T .. -, i - t . f f e ' 4. ottPi Pi E .: <\ > T • - r ?-AY5 t'.Ht41 7 Nor. To taeuoYA3Lt, 4y '' ;4.I t o ` - t� Z4 ". ?. $A r_ ? 3Y <- - keE`l.• C.mt,IT, • —Hoot; s.ouv •t.G;ir le+ r ?bAZ ? . 4 4..� L` O �rL 110. 1 o — ' A N∎ <•." r g ?o2T3 u t ; 4i TY H o ic. 5?o2r., 2ETy.;ENL` Al2 N'„ P...-A$T _ 3 . 1 =1ct PLYWOSp: 7:. • M: t.. Ad4 eel �Mut+Yti.;WHIV PL DATE :V4i' Ft L.VV1 QD \ ±_�2RJ 4 CQ'T ;c�T 31De$ WITH VI(pQ+3 + I0,4 At !? 111,\ ikt 'S,it).ls.1FL1.1Y3, \iZl�1t\,111 Sit \S1X \1T . S�SSlt1V123i Y^" iXSX, IZ\ 3Si1�Si1 .`CS- li'YxS.}itl- tt\YyS7.}`L ISsUEU , 7 :2 J:AN; S t�...{.'.. - . r. .3AR r t .L z . 3 , T,' ?ouz'� - 3lL AN 7 • Yutit � .t r P�H. ?.,d ip H�?'., O� N oT�,i S a8 ° e. $c ;t:;.tG4li.ANd F2 !_Ue,ATIC) -$ , ' H P,.. t, i G I! T a I . ti c ,� P, r! 2' �AT'r�1!?.QS)M;': v -NAM 4' � M,\.T. " Fu1 :J, Coira� iC. Ep' NA z,(��/A, ."E TFC. T - k.N TO IS , \Q .. Y 1�,i7G'r.1 ehi "CA'biN,�' .AA1tiN.u,!At.ry.t..$ 'CQNTfRACTOR TO CHECK ALL SITE;: CQNDITIONS AND - VERIFY • ALL, + DIMENSIQN3 ON JOE `. THJ3 PRINT. 13 THE PROPERTY O? THE ARCHITECT. AND Art INSTRI,IMENT Op- SERVICE'ONLY -- M2. AND Mr . Ja2caM a C. - 1- !oj. \Y 14,e, f o 1 � g 1 $ A 7 1 % f i y: � ' • 1' AV C MI L{ AAA Srio! - 5 Ft. DO G . SMITH: COMMISSION No. k +J'tt -T TO.oVT 3tO V•e!.. >fa.E C.f.,1LiN a+ At. M. 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HOfitit:' Y.u`4'. tt+ IA M . icto 1.t; 3' r t •'� c-ommitsigN t3o. LRVI.N KORA,C `A.LA. DWG. ° r ARCNITECTS d NtJME3 MIAMI �aEAC O R JDA. oF. oyvGs, . IN SEtt.' . . -- CONTf ACTOR TO CHECK ALL SITE CONDITION At1D VERIFY ALL OIMENSIONS ON JOS 1 :.= F'' THIS PRI 13 THE PROPERTY OF THE`ARCHITECT AND AN INSTRUM O P SERYlC.E.ON1.Y. GO.. NO. 313 -t2 -Si 1o5$ . S /a 1 k ;6 -191 FIN. EL v'$� Ca (G Y D { 4? { td ` 1t4t)Ii °Arum) ( 'L4 b 1+41.; 8 41 14 e)A1S <„,0c..4 c Asa . 0" t -4• ik 5t p $ /o'/ pou % u 3'01 s�' -Etit ci a4 t:.�.c� Q .1/ N i :r ©EjYY� N t~,�I o co NC* %LAS ' G_IA S T ,�L .IE.K t'N � o )1L . OVi; 1/:::, v0ti * C SZ S C d t-� ' E? > 4 y t.� • 4 `tv �, �4..4 E tt .N r.. x s, v 1 ` d t-4 t of c� oY x .cZ Vt � G, o pt � • r \`�/ C y G4tN L'.• q :'JO% ta'Y v W f 4 R, tbC;.e. `JPf+c , bCZ' C30 �a t,C. 5,4ub! A REVISl E., t, t Q. 5 A i hl tt t.. t~C� � n►�f'� ►`� ,- ) 'Nl1CN `A PN .UMAZ'IC F�AP .1 n 4 t- ��:1i'3tart.t. 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