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PLANSIi subdivision et Address sa. ,„ 4 f N : All Sub-Contrac LICENSES and PERMITS Before St. )" 4BAR 4,-4 I..O 17U GS Qsil lip 5 E CrtoN PETAL._ "A ",7 f5ALCONiy r. :4 �N- 13 1 1- 11 . ...... A ' ‘OIJs. r R 13tM . Ass Doorzs • ^ • iv 571 L: 4_ .. 2 c � 12 •- ?Nb. FLcor PLAN s C : 44zro- f This property described as: Lot 26, Block 2, 13e1Y LURIy', according to the Plat thereof, as recorded in Plat Book 44, Page 63 of the Public Records of Dade County, Florida. Note: Underground encroachiaents and utilities, if any, not located. cr 1s1 1 •1 .- �..'' 7r: YROYER1Y OF: Not valid un less etnbossed ' ith Sur. e)or's Seal. T.V./) .:57 cI C 726 ,5 e ,eg j / /)gi</r r i0 3D • Encarnacion, Agustin and i; I3f(till)ARY sias.tv hereby certify that the s•.r‘ey repre- sented hereon rr;eers the rrin;rnurn technical standards set forth by the Beard of land Surseyors p.rs.•ant to Sec fia. States. 1fer./ are n cr oache- , ents,o)e . "ps,easenr.ents a. searing on tI t ar, other than as ( 1 sn hereto./ ta. Reg. la• •reyot No ' / /JfS 4' /r • ,C,:/ 3/' A �. oo 'v) ���� ' Is 5' /,„/A„vj NI c c l 5%..i t (6 Shirley, OA 1 F SCA1 / � J!� • Z5 W ' � A r a 1 el /6) .„,,..../ i , 7)_.a ..7 ___=:___-_,....- ■ i #• : ..._-_.-._.._..._ f 1 _ _ .___. IL_ _ __ _ t _ _ ie._..7 0, ..,... . '1 3.'56' -'- ':.' ' . Coll/, C, FLOOD ZONE: . "1E FLOOD 1 UFORI'ii T ZON Coi,u.lunity No.: 125098 Panel No.. 93 Suffix: F Date Of Fir. 11 - -4 -87 Base Elevation: ,t-8.00 NGVD Certified To: Equity Mortgage Corporation, its successors and/or ass ijn , Encarnacion, Agustin and Shirley and Union Title Services Inc.. /. /./ , 4We-5 / 6'/7 /. %1 ?S .SlJ1:% //1 /='r —A I /4 , .1/ Fv t./ / / /5 <=)slW'./ 1125 N.E. 92nd Street, }' a) af1Ur e ;, F o' a L; %t E5 111'.1 (jA'C ENGINEERS - LAND SURVEYORS - LAND PLANNERS Office address: IC60 S.W. 1th Atienue, rMiiiiii, iforid133155 ,Mailing address: Y.O. 13o:c 561131, Nil 3i iforfdl 33156 DAWG. NO 190-1G1 U A A/ ef A 0 /q 44 r . -------------":: r ,re , _Pr ," -, e3 ..,'; 0 ,A• ,.=- s' r:., t i y • 1 ..-- .47... cii ,,,, / .' •: - e 4 ° -. ./4 "' e ' 1 . , --• T - V s.._ ! .. , ..... ,- , ! .1 r .. , - r — li _, — . • — .56-4 .# # A r r 1 , • I • e e. - c - , 4-- e!" P`' • •"` /Jr, .,3,- -I e? 1 sc c --7 /A ""--• ° ';' 2) • Q 1 ,! e �' Y /J,k' 4J.2/ .V.. :441 y %1" e ?!) e�.sxsae:r'+�wq Jfr(®t U C()NDIri()NtN( ti .,t ►r °�s, j ,,f.. r • 'f eor ' "i- ••• 3C ' C'f1t1`13‘ I,AY Zf1 r ► 4' 31 t" ff: iN1 x 1 r3.;, • UPLIFT REACTlOU SGO L1 VRLIFT LOADS: DEAD LOAD OF ROOF - 20 pet LIVE LOAD ON ROOF - 30 pef LIVE LOAD ON CEILING - 10 pef P • 50 x 2 x 7 • 700# R • 2P • 1400.08 p • 10 :2:9,33 • 186.61 R • 1 -I /2p • 279.9# 1679.91 NET UPLIFT • 20 paf UPLIFT PER L. F. OF TRUSS • 2 it 20 • 401 MOMENT @JOINT "D" • 14(560 - 187) - 373 x 4.67 • 3480# -I H • 3480/4.08 • 8531 • dm6 dm6 /mlp • 14/4.67 s 3.00 (SEE DIAGRAM) 3.00 mtb - ml., • 853# ml • 4278 dmb • 427 + 853 • 1280# dm • (14.58/14.00) x 1280 • 1332# 1332/236: 5.64 (PROVIDE 3 PLUGS PER FACE OF MEMBER STRESS DIAGRAM I • GOO ALLOWABLE UNIT STRESSES COMPRESSION PARALLEL TO GRAIN Cl COMPRESSION PERPENDICULAR TO GRAIN EXTREME FIBER STRESS IN BENDING OR TENSION E MODULUS OF ELASTICITY 1,760, 000 pai Hd and JOINT "D" CONNECTIONS: SAFE WORKING LOAD • 177 LBS. PER "PLUG" BASED ON ULTIMATE LOAD • 530 LBS. PER "PLUG" FACTOR OF SAFETY • 3.00 IN DARE COUNTY sui3S rITU No. 1 SOUTHERN * PINE OR 1500 FL INDUSTRIAL. HR WHERE 2X4 CONSTRUCTION FIR IS SPECIFIED. 101 14' lq5 d m SPECIFICATIONS 2x4 - 1500 "f" IND. FIR 2 x4 CONST. 11 PINE 2x6 - 1500 "f" CONST. FIR GRADE FIR 1350 pai 390 pal 1500 pei 1200 poi 390 pai 1500 poi 660 psi 850 pai JOINT D �' • I o ( 4 6JAI LS DEe OLATE 1000 pei 390 pai 1200 pai q• >r ':, •; � - 4 'hc 1_ 411 0 0 0;00 O Oi O 0 0 JOINT C-I (BOTT. CHORD SPLICE (2 IJAIL-5 PER.. PLATS ) WOOD: MINIMUM GRADE,REQUIRED SHOWN ON HALF- ELEVATION. CONNECTION PLATES: TO BE 20 -GAGE ELECTRO- GALVANIZED, PERFORATED WITH TEETH AS MANUFACTURED BY "RONEL CORPORATION" UNLESS OTHERWISE NOTED. PLATE TO BE GRADE "C" - MINIMUM TENSILE STRENGTH 55, 000 psi, ACCORDING TO TENTATIVE SPECIFICATIONS FOR LIGHT GAGE STRUCTURAL QUALITY FLAT HOT ROLLED CARBON STEEL (ASTM DESIGNATION A245). 2x4 - 1200 "f" LND. FIR #2 PINE 900 pai 390 poi 1200 poi 1,760, 000 psi 1,760,000 pei 1,760, 000 psi 1,760, 000 poi MOTE.: CAMBER BOTTOM cuo4to VIVO MOJ SYMM. ABOUT t 4. ALL TRUSSES TO BE 2' -0" 0. C. V- (/' 6/IAK 'It O• HALF ELEVATION 4f4. I O SJOT : CODUECTIOU PLAT GS TO BE (V3TALLeO OU ea .i FACG5 cc TYV45• JOINT C p ILO ,• (4 PEe PLATS NOTES JOINT A 7 II -0 .• (,D ',JAIL-5 PEe PLATE) 3. DESIGN LOADING PROVIDES FOR 5 p. s. 1. ADDITIONAL FOR HEAVY ROOF COVERING. x:,00 • = 00'- 000 00� ©� 0 0 SPAKIS GeEATse mAu 2l' -O J'USTZIAL =le FO¢. ' GA0JS 2l' -0• Au0 Sk14LLS1Z Jaw' "F 1. NAILS TO BE 1.1/2" "STRONGHOLD NAILS" 120 -3/8" H. D. - .028 H. D. ELECTRO - GALVANIZED MANUFACTURED BY INDEPENDENT NAIL COMPANY, BRIDGE WATER, MASS. 2. ALLOWABLE WORKING STRESSES HAVE BEEN INCREASED 33 -1/3% FOR SHORT TIME DESIGN LOADING CONDITIONS. JO4 14 a ALT. JOINT C (W/ BOTT. CHORD SPLICE) 5 IJA(L5 PEe PIA] ) TRUSS SPAN TO 28' -8 SLOPE: 31/2: 12 TRUSS N0. 28 -34 -F WOOD TRUSS DESIGN FOR RONEL CORR 1125 BURLINGTON ST. OPA- LOCKA. FLA. DATE :6 -19 -56 MORTON FELLMAN JOB N0. 56109 ENGINEER N0. 360E DR PI BY: R.E,A. 11IAMI, FLA. DES BY: J.R. 2 Of 720 UPLIFT REACT 10{..1— 240 LOADS: -MAD LOAD OF ROOF • 20 p. •. I. LIVE LOAD ON ROOF a 30 p. •. 0. LIVE LOAD ON CEILING a 10 p.•. I. NET UPLIFT a 20 p. •. /. UPLIFT PER L. F. OF TRUSS • 2 • 20 • 404 MOMENT Q JOINT "0" • 18(720 - 240) - 480 • 6 • 57604 Hd. 5760)5.25 • 10974 • dm - ml dm /foly • 18/6 • 3.00 (SEE DIAGRAM) 3,00 mly - mly • 1097/ folk • 5494 dmp • 549 + 1097 • 16464 dm • (18.75/18) . 1646 • 17154 1715/236 • 7.26 (PROVIDE 4 PLUGS PER FACE OF MEMBER) P • 50 t 2 . 9 • 9004 p • 10 t 2 . 12= 2404 480 3. ALL TRUSSES TO BE 2' -0" o. c. RI.2P• 1800/ R2 • e/2p • 360/ R • 22 01 STRESS DIAGRAM 1 "• 614- SPECIFICATIONS I. FOR DESIGN SPECIFICATIONS SEE TRUSS NO. 28 -31 -F JOINT "D" 2. DESIGN LOADLNG PROVIDES FOR 5 p, 8.1. ADDITIONAL FOR HEAV7 ROOF COVERING. 480 1^M Q 720 240$ GAM aER BOTTOM CHORD 5 /ES" 4, Q:. ILO" r G .. 1' 4 !z' JOINT D 3 , 1 0" (2 (JAILS PER PLATE) 0 0 0oi00 0 10000;0000 9/41 8„ T 'h" ALT. JOINT C ( W/ BOTT. CHORD S (1 &J4 LS PER PLATE -) J O I N T C - I (BOTT. CHORD SPLICE ) (4 !JAILS PER PLATE) JOIUT °c" r ..................,,����.. 4° M 11.1 1•c ' MA ALLOWABLE CUT LILIE 18 GA. Ft. Y LICE) HALF ELEVATION 410 SCALE r•JOTE'. C0l,11JELT01=2 PLATES TO BE LAJSTALLED 01.1 130T6 FACES OF TRUSS, JOINT C (4 NAILS PER PLATE ) 0.00 0000 OI_ {1�0000 00 0 0 0 0.0 JOINT A CC.. NAILS PER PLATE c:t JOINT B C 2 WAILS PER PLATE) MORTON FELLMAN ENGINEER 50.3602 MIAMI,FLA. TRUSS SPAN TO 36'-8 SLOPE: 31/2:12 TRUSS NO.36 -31- F WOOD TRUSS DESIGN FOR RONEL CORP. ))25 BURLINGTON ST, OPA LQGKA. FLA. DATE: 6 - 19 -59 208 50.56109 DRN BY: FLEA. DES BY: J.R. [1 OF 4,C." . 416 CO " 4 , 0 , 4,,4„ 414" 6 c d h J / ✓' f � y N 'C „ _- . -_r. .), zYa - - - T - To,Nr Lf 0.3 c . Cc. -. -' '- pfefes fo LT , nslol /ed on tci.h faces cf truss Comber bat r 13''0° che, d 3 /e al center C J k Jo Nr fl So,r, -ci,,- - ? r ^/ 7a /Lea a • i 1.al�r hi _ • ris (/O /A/ T (9 Noi /s Per p /ofe) , .b ,. TRUSS 2G -/ SCALA 41T -o• N r O %no/.Ve edge supper y O Ira T N JorN E' _ 100.1 7 "A" :STRESS Q /AG/2AII 2G a' - E - 185 t; 9 Tl�US D /ACoRAM JOINT E - ✓O /NT F" Alto oob /e cut flee u, pfofe . oiNr 'L3' =ti3Or pr ) '? Na /s perpfe /e) C/O/NT 'i f .4 / /cv36 e c '/ Gee /n p/o ft' 's - 06isv -Ti3i — "6 , _ At� s- {f 111176127 aaas 117e337a33eagr 7 • 0 _ J •dsaa/sa1esa i' e P a ,./0/NT OE7,4 /LS o r b " to,ax a�r'y TrUJS E Z- -. (5 - ee 6i 7, as s114� lo O Eal fi('7 0 36 O 7 / JO /NT 'C " (3 No•/s per eiofe) Jy inns about Jo/.n/ r 6 (3 Naifs per p /o!.) J. /N r "L (S nfa. /s per plate) 1.4 3 � a 4th 1 i _ 9'- -4 "-Zeno' le Ffuoh Noce r No,o fa be / %''Sfroneho /d. k' .ls' f20• sra" HO-.0. HO Efecrrpp 6o /r Indep endent Nor/ Cs 3r Man . do /Nr lz (s Halls per plate) JOINT Jo,Nr f" O/N7 "N' \ T ta 2 -O 'S Co l3 , - '`'Nnrs Co,nbsr bottom chord 3 b "44 t ! Connec /or plates to be /nsto /led on both Cocas of /raze 516,' 5:0 •. 4,0" J: !.., 5=4 1 a b c d 9 f h 4 25 i i i T.Tr as 1 lsks 1, 3p./ 7r IC /NT D fir. e (7Ne. /s pCrp /cfe) 1 T �Tj t7,sa '. ; cur 4 /n! p /ofe JOINT I7' (2 Na //e per ;" /ate) 000 .fir t ii'. ( O/N T /C a HIP TRUSS 26-/HI SCALE %a "•, =o" STRESS DIAGRAM l" = 800 L35, tat e TRUSS D /A 'SR AA/ 4 -� - Ls• 195 - � - 4 ,. plat ;‘,4 f l/0 /NT M (4N0ds per p /ofe) J0 /NT S - 35 0 5..53 OUTRrs se"? "A" 2 = /"o' To.er 'A" Hip Oufr,fyer TRUJ4 2G-/ JOINT 7 t d HIP TR UJS HIP r,USs z. - /N? HIP TRUSS 25 : /a /i 11' tc - I. Syrn m 0 T Nr It" 21 -_ G _ r/a NIP TRUSS 26./1/2 Jo,Nr For sp /rce see ` Tprnf 0 ) frc. 26 -/ /3: -hors' Comber bo /fo,» chord ' /s "9 Norit Connector plates to 6e ,nsto / /ed on both faces of fruss f 1 �� �r, PS� J TRUSS LAYOUT O,o7f /55ER 13' 2= 4' 0 HIP OUTRIGGER _ ,STRESS D/AGPAM BOO Las. 26'0" TRUSS D/4 PAM O 26'0' Nore! Truss span 22'-4' 25'9' (oufs,de ,volt drn SCALE h "• /Ice 2o4 u L outr,99ers 4'- I%,.. e .f ,N r "re .1 0545 4.5" 4 24'0c O,TR/bb£? TTUSs 2� (S mar. Ado / Any r 254 boc13 d__ o�N M -------\ -------\ N 2 B t M) ✓OrNT 2.4 4 1.4 i 2r6 fCo o - Mort : Comber bottom chord '.t'' j• t on bah rocas of frPos b 0 f f -/ OUT ?lb &E? D 2 " = O" 3 N07E; lap men/ her of out r. h ers re h a .re spec /of one ors co c, Irons m/ / /Ing //ic - o /f2 Iv rn /Cads• /4P Oufr/y9er 5 Ovfr /99er 4 I20 L?' 360 '/ c" 340 0 p" r e or Bo / 10,a/ -'/ auf r /9d erS /o se foe no,ftd 0000 /'ace ,v/ /4 e- eta Waifs HlP T4U.SS 2G•///G3 C'eNeCrIJYJ Rer/oe! 3 Re rr 5 a,' F 31 SCALE: h"•1 -o" 0/45 S re: '. 0 /AS ?AM /• 2,...40 c,3s + Q- , 1 y t 0 . 0' 7I?JSS Di/A; RAM — 'C , SPECIFIC ,4 Li_ 0 > IVooa : To bs 1 / Pr .5 .70 . ..JG Fr Ce- -pr where r..i?+, cn,<_ r +ris: 7o ba PO jje a /sefre go'vanrge pe■forayedw/th /est& as monu fael,,ed by Empire Roof rrass Corp. P /o /e to he grade C m,n tent/ /e J frenyth 55 PS./ according to Ten/at /ve Specs. for Light Gage S trict Ouo /Ify F /of Hof ,Po / led Carbon Jfeel (.4.3, 7M. Pes AL.CW.46:r Li...," O - Comps, .o - .n Dora //e/ fo vro, /350 ps - /200 ps, 0k'. ,opr-o- '+n perperd•c u /.r /e y, s,n ,; qo ps.t ?a ps • £.ircrne /,•er •n E - 74y:n3 or tens,on 15)0 pir , 500 p E- E/asf,c,l _.lb Go OOa ','Lgoao Sofa Ivor Arn9 to,'' /77 cis. based on u /f/m afe food: 5.o ,OS per ofL9 Fodor o/ rofafy • 33 Oe:S!GN LOADS Dead load an roof = O' / Lt. /sod on roof 3s' /7-0 r0 Ceod /o,/4 cn ce/ //n3 , 0'so(t rota/ des/an . 50 " /sp fe ISTFNDAzo A N /PS 1 TRUSS SPAN to 26' -s'• P, tch.- .7z , (2 zo -o a ,es iv 00D TRVSS DESISNS RONEL CORP /020 E. 32 Jr H /ALEAH, FLA DATE' G - 20 - 57 Jos Na 56/04 ORAo• Br: REA. • flt S_ 6 .. 3 . 6 .. 6 . 0 . 60- S, G . S . - �. •--. - .ib: /U; 4, �. 4 e -o �. � . � .4-c 1 c d 1 r c l I d l' O - L ✓ - _____ — 0 9 h [ ✓- - �_ -6 Z* 6 ✓a /Nr ✓o /Nr 'tea nods parr pp /otei /ei ,/o/h/r iV ✓o /Nr (2 nm!s per P /0 /e TQL / c5 No. 173D` , LSO` (Sna/ /s per p /ofe) • .$T4'2 -473 0./.0, 4 h , r. 0 34'0' 8 6" g "6" C - ��d ;J /4$ eAa' "> ?'6_00007 00 ) 0000093 00 _ 0o0oe - i /' 36 0.0 ao - 7e' g'6 e e.5 J-- 7. 4 _ ,V7 5- 11,-17 7- b ✓o /N r ,S (3 //0/10 2 p/ole) 9 ✓o /Nr 'Xl" • (3 no/ /s per p /are) ✓o /Mr '0" (4 nor //s per p /ate) — OJ 3'30 F90 0 D J. 00 J JJo 2.•1S 1 90 20 ;rape -2 +/0' (Fah N'f. 0072/ D - odd ZO aa oar/3 each fore v4' /o.nt o !2-2'•72' 0//2 . /r e h ✓o /MT 0 -1" rrea / °;nl.) (S na/fs per plate ) 04 7 TR L J /45443 Tro35 t-.j /O /Nr C„ (320//3 per p/ote) eo C,o -Conn. ,@ /, r ✓ ,s so or 20 boo tonne l / - h - 7.0' 0 .. O.O r )'. • O 0 0 dd. + Tr. a �.• 1 o,,0 each (0/ f yo/n /,hen 20 Fa. n (for ✓o „4r ✓/' cam,/ odd /,o o p /ofe) ✓o /Mi ✓ ✓o/.vr C ¢ nor /.s per Sp /ice / ` (3no, /5 peril, /o /e) ,O /ate (' For ✓o•n/ " ✓1 'G no /s 1 per ep//ce p /ate 003,00:3 )00.0 O-O O JJ JJ.3 3 -3 - 4.373 J Op =� - �� OJOJJJ ;OOZTVJ.)D r 3•00(0, 4 ✓o /MT 'Q" (/0 no //s per ,o/a /e) f 2 / -° r 0 7 S � ,T - . J - T ' of 0•lS�1�000; , pace dd 20 4o' 4 "/3600,/5 each / ce 047 /a n/ (For /°,n/ /✓'odd /o'? (/O /)0//1 pe ril /0 /e) := rr + Tr � 7 — OJ 7) ) 0 D 7.c) 1 I 0 0 0 0 43 J 0 D3 J A� 1r,1 0.0 J ' 3 O) J e,ndp7ore r / ✓�e� ✓O/Nr X' (w //e la. Corm,.) 9 `�s h 3;' ' f TR ss No 34 - /,/' e - /- �- STRE/ SS '` 910 - 6 20 h 9 , { . - p i c 1 I 74033 O /,, QAM 7 [' rr'rs 5 1 oo ogno pn r 00_0 i O 0 o J 0 6 f0 5o � 1.010 .4477 e / -2 ".2090. n /6" C7'0 ed 0f ps •/O /oh?, eac ,de. v.fh 4 J o4 /i" -1 /202940/d nor /S •"hen Z0 Rec.: nee`r•• std. .94p. , /o/Nr 'D" (S na,/s per plole) ✓o/Nr !t" (3 nods per p /o /e) 2.6 f' �E' Trans ( Na'4 -.dG SJ -‘===-� a ' OU 000 U 0017 J0 ▪ '7b o i , Q ) 3 3J 3 9 / /cr'ob /e ca/ (•ne n p /ofe ✓o /717 ,Q " (6 rho /46 peep/ate) Fo'o' 20 aoie 4'0 / a /3O 00/03 each face of // 00 each 3/de of 3p ho (P /o /e .4,ze to vory h we/dm9 characfer,st /cs ,he,, pct re /d,n9 ,s \� (6 nor /s peril /o /2) l O O J.J O�J 00000000 35 + 7 6o A / /o aob.'e cut hoe .n p /a /e Add ,029th of connector pfote then 20 aoye 4' /5 spot /retched to p /ofe teoeofh so 03 to eh/al/ha/0 had ,e9 '034 + 4i /4 1 - roc' /C'r" 1 2! i JP/ /re Thl ` -I I [000000000 o0o "-L 1 '; ' fJ000000000 0 00' ti E -e 10 /20,00 each ✓o /N7 X " (v/2O co. Cann. / ) ✓O' °/) ✓o /Nr Y ( ./eo ya Cane re) __2cnalada:or —= . ✓o /NT ,7' 64 //5 60. [ (4 no, /3 per p /ate) 1 (00 yo. °- /8;0. cvnnec /r p/o/co. 6 -� > 2� 4 "chock lo t e _ 5e s e 2�v r ep h a r d ,0i aI cam c/ ar 1p.:,'Tf"7}• /7 ✓o/NT "L" (e' 210,73 per plate.) fin TRU13 f /QGRQM m �f,r it'r 0 of CT o� 5 3 _ ✓o /Nr 'E" Fdd,s 470. 4 3 I' 0' 4.ree nc,'S ;arch -:x• rf o' 7, C� l• aefeh,shc *hen�epoi .� ,yny -s vie TRUSS //o, .24-1,43 ‘$'": /.o" Jo/Mr T" (6 .7b/ /5 Per p /o /e) 1 ./0/N r : r. • \_\.. • u,d37 43. JO/NI. 17' 1 •�' dh ^�/ e'o' �- e 6 4' /r 4p T.Q 030 / /1/ 0 3. . OD JOJ` � ,,jJ 0 2,6 ✓o /Mr -5 " (6 non's per p /ote) 4 726 ti 0 ✓o,4' 4' .3 r4ESS L 7z4 e 9.M ,'r 2000 34'0" g 5 0 • 9)21 TR USS O /AG.a,0M r, 4 PP A.7 SPEC /F /C AT /ONS WOO.?: 7o be '/P/ne or Cons /rsrc /ran Grader Fie except ,There noted. CONNcCTOR PC 0%0,0 To be 20 '7099 a /ectro- go/✓o,, €e, pe fo,'o /ed .,-, /h /'e /h, os .0.0//0/2 c 1!709 dy ' - "1 e ' oo/ Truss CO2,/ P /o /0 fo de • •o de G, m /n. tens //e 5/0 en9fh 33,000 P5e., occord.49 to Tenfof S ,oecs.lor iigh/ Go9e Strut/ Quo /,ty or/o/ Alb/ ,Qo / %d Cordon Stre/ (A 5.741 470$0J00 //70 4 e!5) ,1/13 V4977- UN/ r /P.NE z.,r,rt C - -C mil • ss oe Fora „e7 2 .rr - -- r73b - G 1— Ca irPfess.en peipe /o,c„ /:r jar 9. u,'.z 390 390 - Ex/,-en-,e,/.7.4e/ ,7/ e .a dendh /9 or /007 /500 /300 E- MoO�is r! t /asT,c4� ,76g000 `70g070 CCNNECT /0NS: Sore Tor.t/hf load= /7r ids Per based on u /tr o, (oad= 730 (45 er P /,.1 fat /or c/ t)( =300. OES/GN L0 04 load on roil. to Psi L ✓e Lags' oq rot/ 2 30 ,o3/: Oeoo' (oos 0 21 ce,l,ny- /Oils/ 70/0/ 4705094 109d =Td ps{' /fore: 4/ /,,✓5470 . r , •ry 5 p /r ess es have dee /r 3.30 / 0 r r f /...e load,// 00 /05 VOTE: Top members by 0 u 1r799e 2s to bore specro/ /70000 co/200 /e ./ > 050/,7 /.219 /r c /s / /0l ✓,219 loads: (Except ao nolso9 f!p Ou /79907 -COO' (Bolton, /070360) Ou /-9907 '4 41O' 9 360 • C e !O' • o' /20' Bo / /on of ooir /99ers /o be foe o, /ed each , bce V/ 7h 0•/047 not /x (rop of pip oaf /99e ), Ge.oEe -a 7/0res C Trusses 10 be sy•finelr.co/ odoa/ t' e. C /•,0470 /7: - ,0500 A ¢ un /e35 o /her,-,57 noted. 3 Cc,nec for , /o'es /0 de rnslo / %d on do f4 `ores o` T030rs 9= -74% /7 C. , F. / O a P r<. c 7 7 • / =90 !• 9f .foC'/P,n) Jo /Nr z � 1114 ) ✓omr ✓OI / t 7 < a " • /^re" " TR vo No.34 /f/6 3 1r. o Comber Goff. chord j4 m t r /h,s r ,oS any) 3= / //s p /ate (ry,) C' S no ESS D /AC 2' 0 YT ) /nc re cased 33's 0 3L o' C ry/,) NOTE: Tuss Spoor 4?6' -9 to 3¢'O (f.,. rcl/ TRUSS LAYOUT I' /- O \ ' _.017`1 �� O u/ /9907 Re,,5e2/ ,/ /7/56 re 2/47/37 474,4,4 - r4 - / ,5744'04D 7 SPAN fn 34= O" 3G' /2 /4 TRUSS Oc ✓S /Co, R0 N ' L CCRf' L /020 E 3257 ///4: f {H IGA. c 0/0 AR -1i A ' z ire /I P /oft Truss '31.7 ?;'4,-53 34- 7" 7703.,$ "5e' /N5 7r�ss 34 - /A/1 Truss '34 - /%'$3 rOA7E: a' f SSr ✓OB : ✓o. 34/• H. DES /vN BI' 4 _1 I '-- __ ,-f_ - : rl f c_ x1~14./ ` ■_r x> E z. 'tj 1' f us 1 • 1 1 dlL YAN R _ A UNOERe4R0 • 3'60 C. v, t~t. IZ$B C, pl L;C'D Room C91.1 13 Wit u )oo LINWD qt./VI Filet/ go �; s Vth4. Kit: 1)q. vA �J (vlrAt.1111.1 M) • L (_GR1l.4E 15 c.v a1 /.S.') se, 4- 1Jj l 10,i) ti/J4 / • • (;A RArs 1 3 . r __ e / If iklt r go 4 - ZOO C.F. M. .4. PQ tkt.vi 4 VNY ; • \OX10-4WAv DIP it. FLnK��A I\n�• 100 14X4 Dl 14k L‘vIN c„ R06 M TO TM» 4 Z5 ovii i O I N► N G QmG % 17 5• n% One 14i,si p1r . F. cant0 4VJ/ij DU Rs-swell . F MK .A S' t Ks. 4. ! OvRtii, ti i„ `'�► u Aif2. Ut+11r 220 _SR4(r. . _PNA$t �- '12N,p. ekLows 'Mo,rop, t2.o o ► /5 N MOTOR op) T, u+ ti+eit Surra►NC( I AJIA,ireR 1141.1. • FAN*.1 ►r:_' u.■r01 42. 4V - rACx 'RItLA`Y F`k ig ' _ vI l w.. tS4 • V.V yr li g t... w -* tiA rA t• let) < CO ( l 4 . A�.. DucY MAPV OF 644_, tit 0ri ®' t; , ' GACi0'5 1)Ut;1 .o g e . WkAyp t , !' h�Ir Rt3 r .•1S- U1 70R r3A G RILL43 U $ P I C' ALu►-i utit CoNs -, _01L__rA .. T A pI K r 0 g ! 4 ►i 7 `Vr Un d6 R t"..!tn V r v t h r ' r' o T is !).3p irre -t) y (� V " AIR CON .,a dirt NiNG • • U4 PL. OL. MIRROR- NEW Si c TILT. F, LOO • •;i ,/ / / BLE IaL LAV M. B A T H. E L, E V. C A L E 3/ 8" 7 at SECOND l CERAMIC TILE FLOOR P L A N SIM. MARBLE DBL LAV - 4 D E N 28 ". - 4" a 7'- I" G A R A GE -BATH ■••■•Ye - -- _e.- . t - .n'r,<a..a, At AA. F I R S T F' LOO R PLAN 54'- 6" EU r� KITCHEN 5 4'- 6 '11 PORCH 8 C A L SCREE N,ED PORCH 17'- 5" LIVI ROOM 29 -2" t / 4 L I V I N G RM. (o 0 0 (0 $ 0 m TON JR.. ARCHITEC T 43O5 N.W. 19TTE R - ACE POMPANO BEACH.FL. PH 1306) 946 92 1 2 RENOVATED F LOCH R PLAN CERTIFY, T) mite F3 EST Or MY KNOWLEDf3E, THAT THESE PLANS CON FORM TO AILOFTHE PREGVAILIN(3MINIMUM CODE REQUIREMENTS) • DRAWN 8V : RWC JOB NO. 8007 DATE : R EVIBION8 9I- 4K ET.NO 'et 90c, NVete.c.‘„ 3 u c, -v t 0 tt - Pa c..nc NI LEPT41 _,ALO 4 fla.elt-A, p‘$o f.. 4,8.'4 tie6006 fso& efA.V. t, 6 tv- e -- P.c4C3 - --, -., ,,,t ,_. .._,,,_ _ :.,,,,22_____ . 9 ,.... -,„ 1----„ e) r■ A :v. c, t1 1.... op.„0-f7-TA v t V. c• St...c>,, TA 4 1/4•1* Vtt?-ot-■ tA:t(0..1 Vo. e t c4 V01;4.4*, t ao t 1) eS Tc> k tA t 04 0 "-)Is.c...t. f,k e s T1+1 Nt. # K.0 V- tAa C%-) ;el" 47- c - EX t")( r . ov4 e a it• e; 4.1/4 is. <- '16 1 I 15,0., c> ks.\ t c.) t N t- '14." • e_. 1 ...4 t •1, 0 • \ :': .,4 , , ----;/,, .;' Otz-Ati '.,)/ et'..?••Nr-,, ‘)/,‘■■,) tO E -\ '? k.) fr.)... 0 S U vi - t -`-)<% ..----: , i.,. STO(-k■4 ? k*. e.)F. pe,•_f, 4 L ‘3 Ed_ '0 ' c- '11 - ■ 1=6 St-c s V" -1-44 (') I- Cif ':/-• 6, ‘t 6 I ft 4,4 - , -6 (..4oc•eN, \ 4 4 t , t ,e,N A t.-• o - s k AT ei S t. t'A. 4„, W./ -roris . k 1.‘e3-tc. 5 ‘,. es< t. t to! V-r_fte 1-AA ce...“ r.4“ °Lf...)4 / 4 1 (Vt.- to fis bsi •4- e:otv- c.aq.14c. -2, 1-7-r-tiri-ff fErrfr - 1 - 'I.'"' ik,ft , i _ 4c...2..A.t.‘,.%,t. 1 1 ,....- ,;() `1 0 1 q 1 - • I rt. ( )Lek '4 I /1f "le• l'ieStk E t•4 pttki S/...A6 re, - ivi-t<,A4eN i: or SLOAri 'To t 4141"7,,, - 1 t 0 / '-I Li (-) tott.T t tst fiT17 T1 - 77r, 1W3 k .6- t tr‘ •k . .; rA , ( WO, f r.4 • t /..), - 4- trri s o M I\ cI1 do"-4 tkoN ( .4ktv..) VAN AL; e-%12.4,)c,t, It Itt4 j4) 4( r t.: 11 C4 ' cl t ft. ta. t.-\ p t - 66 a (..1 o k s, • t o Cat:-VV•ttX')e-/t1ON • - cyk i;,) s A 4- t- : AC-• "C k P.! 0 : r > pont. Vt. o• 0 Ytt . ?t04 ! flA. N5: El ?, 1° A - c C60 ro‘s et.re..64t.: 7 41.- O •Sti k AJ Av.° : 4E* - !4trte-%t 4%-k 4= tAN-T sL.( \I, (4,()q0 o .2„cz s ce„ V.; Lot..4.3 etoci \ vtiroi\--ftrti I f cil : :::: -) 12, '1 1 1 : e :.: . :::704: ,.. 0Y1 1 1:::::: 1 1T1 -r.s--:ir-11:1 - c. --.-.., , _ , ; ;4 ..;:-_t-'-‘r2t-..4P-1::::$-TS2.C:1;.....,,,./esP--7...°"...,".„.4'.)......—..g.,&._ -:, ; c--- i \MTH NO V'' 11 . li::1:,": \ • ...) 1 S L CillE7 AP : . t" .:1: „: D ;1)' .. i it': CE Li.;-:.. r'' ! • ' ', Y4131€ --- 1 -- --4:-: -: ' • c ti l l : c f :____, 6 ,iv_ 1 5 : ... -, 11 :1'..0:17.--1:, — -- -- —. ,,- , - cs-i "-- s -- f f.7L--- -:-,17-:, (;33 - i --I' P 7 1 3 1 1 '-; 1 1 • Vtl!./.GE LO:! — PRELIMINARY: 'ciE.!+•IASRS: ( • APPROVAL f bo „ - 1 Co. 5 'JAL 4 1 - A t L r c --t a. 'I' t ,....,),...,. ve.„., ,- i ).,...„_ 1...6._,—.:.t --- 9 r F-- 1/-■ 4.x., • - oo , T:, c, Pe 0 '1' tt E e_.64., A t , ,., Ni 1.-e-4s 1-to e)...c.,/,-1.0,,ri (...., vG,L 0•-(01/.....,0 TA, I' ■ e.,. t. 4.) L ., pl -21 .f:■ pao L y4 ;.?.-( 94s) ZONING :3E! ON, OMPLI ED ti "4•••, . \) -....-,--„:,- FINAL: f ,4 „ r „ - - -- ---. w . 1 , •-..:"4 I.__ r r ' —„ — - ------ c 0 ;e P • t q 7_,' IX i-:-.1 c ,., 1 0 .,, ,,, :::..,„.:, ,, , .... D. 1 ING REGULAT!OS ViLEI:■:,E.,i OR i‘■OT ;: k HEREIN. 4 t--. • ^ • — -- ...., \ _ 4- Pft (- c re," e 041. ••■•■■••,......... 6 f, 2 _ eA.e. c c '4 • 0,),/e 4.11. S /1 'Z.S P. 72 e 1 '2/, 21. ■-• 92 No - e‘..Ahr:/k.rds . 1 L s'o-• r *, o? ' r*'( r< .1.,c4 -rt.% Pr: 14024, S) ‘' t' v \ \)onv._. . G ENERAL SPECIFICATIONS. -' ►+ DUI- 4 A vs 10T• 3.-'12 Z•4 r ION ' 4%. TON li o i'=o ,•10 -34-1:61 g 3 %9 G ENERAL SPECIFICATIONS. -' oTtill OdstRlPT Ow . .• vs F i l t e r , Sstern Met Ov s V'9 � � . -•-- - • 3 Tile _ _3 C oQ to i • _ - - t--- -- f ->s� -- • s� .: f Hond ro►1 �►i4 ' • jar 1 6 Loddtf (Grob Rod) _ ry V%-itancl . _8 9 _ Dike c - , ff --�. S• cool foUisgs ^ . • _ 10 11 12 13 14 15 16 Siphon brookIr . L,r1 s �'- -- - -- -- ` Heater$ - -- - _ ✓r Punt T _ - = ./. ✓� ~ Access removals T O$muck roCk Hydro relit 4.f, 17 L 18 t 19 20 r __ Yo_tu_ urn- Cleaner_ tell M r4. / Time- clock. Ond tronsforrnits_ Fenc.On4. clots t_ II Screen enclosure 4-- _ .,� •...•*••••...••• _._.. - -- - _ _..,._.__......_...•.. +. v...w++•!o�.. -_ -. - _ .•1111 - ._.__ _.�- �....,- . ` �..•..: T...... 3r . • • • 1 .. • '\P t O f C- VC`fs s - • • • • Yell► *of n t f: ± 1. 014 - • .• ., A-04 NOT(1 Vat reimfotcs *$ to ttoots • s Q it rr•ltt loll, in sell II I !s' Soy). wits 4d arin9 capacity of 340 to b. 2100 n►.s./. POOL SECTION W1TH DIVING BOWL • TYPICAL CROSS LADDER OE T AI L Glazed ceramic tree Nato. . W." 11 ti ea tore ---6: T v ► i' sot 4' '.' 4.s' • tot %ter INC eA or N Cent. - •b; ► is 6- . . Ttlittr Out f si+;ipi aararaify oI sell to fib a 1 : F s 45 ors Aj)pg_, }r a Cep water 1ire1 SECTION NP • i v t 1l s !.•••r t• • 1t'PV.C.line to pvmp NOTF retie) valve 0411 when r e q u i r e d lifPA IU f.t Preco t conc.or rvsproaf fi b e r pl a s s/ Mein (Nom Water (erel 2100 s TYPICAL POOL SECTION t Sap Ia c4. 3O w9! 4.4) Stoinitss steel hondrat1 STEPS 8 NANGRAIL OE TAIL A �8 j -- t •( Encore Moto 11(0 110 ,n ConC Precast tone or rvsttxool fipergi•es Moth Ora,• Stop! 37.1_0' T „ . it •; • Ni 1 4*(04,3foot/int w/ / 8'.8'cont 14 .9 66 -10 10me3h 10JI1 NOM l;' iin.width of deck- CO! DECK FOOTING a SLAB DETAIL --r P001 CAPACITY • • -- • r--- • St. Otck du POOL DATA FiLVEt1 AREA FILTRATION RAT( 4 $A(KwASH RATE Tu11$OV RATE r 1 y PUMP site L V�J Oros 111e • . 'N. • ! DIVING BOARD DETAIL a SCHEDULE 14' bra t w n+ ono St rwrr -it 1 ri e /et&2 F LIEN PIPING DETAIL r0 tyoiN to Peal, 1 rvhtle n►otole ' i pl Oster I ., S'!•eltea form or. >E w COI 000rd TYPICAL WALL SECTION ALTERNATE SECTION o • 4 '. 6' 4'•0 3.6' 3'. Sw qH 4Hs s Harr end lint St, Mete 1� mn ,en ") r 4 " slob /Junction bog Cobol } 1 - 8'obo.e sec► l # c� I f T�.Ef_ PLA(�� �:;,'� ,��h.i✓t;.o',�;< <-�.�: ").� 1i 31JILCI,o�O•�z," TH �? �, y t'! -r..� I �, �����ti.. ) t S1E0 IN ''?,FM'4ARS NO 01FFR E 4.'',1:3 CHINA' " E> .fit f (': y� - = P ,'i r.t' ALL OT+ E? ^.Pis'r.',V3lc Sri-VW ,`ti 0'1 ;, MUST 2E 'i:t3.r%! •E:1EI. '' 1hIFH aY ,,tree Ps.st;ES. 1),, e ^cr*COttallrrt A. /hod, COr4uit� t E MST* t,ot niche ,At relief Re tiet rah* WELL 'POINT OETAI L . r r rir4 iaevairta'd Pum son 4 Filte r FIRE CEP -, E , • EUILi;I PLAN f ;,: yJ v1L?,C:E : :.I' rREL.1 %11,NA:RY: CCitP1I F s7.14lA,1 "s, At4 t, l ro(T pump tint to b! olloched +henemptving pool dvrtng periods 01 PRO roar 10 es To pi•mo V.•rOCI collection Oct need ° Solely Ooot. (Avk mOtic cIosin' 8 1 0cktn9) • 'met cloth 041t and spacers Pr.ssure'iogt At t Iii , To Pool to rVOS1t i1*'VOCwm and Skrnunet 411e SPIN FILTER 8i PIPING DETAIL ■•' • ., .. . ' -4 - Pool T p Fin Good. 4 FroOdCrileri4 "1'63 ft Pool 841ro Ho,r and lot Stroe 4.r 1 D. :} 1 E ^ I, _'T, _ ; ,1 i : ' r_ !( 11 } . ", I ".C? -Y ; ;C C ^.I Z mesh met ife Mori, Oro r3 ti nt Pact •orlon+ stop tt (in) FORMULA ANO CHART FOR PCCL L3OT T. SLAB Wi HYDROS TA ,f ,,UPLIFT GENERAL NOTES: 1 2. 3. It• 12, 1 j• Fpr plan iatout,detk lot 1 st04$, r♦e oIIA, %chedulep, 0401 IOC41tar► ` Ono speciel detest$ fie. Spell no.2 . - Ail s m rti i no ' pools shot boor an rock or wick sty r eon d. Ai 11411111 0n411oor$ shoot bi 9rrIted' of 1141ue'd t4n.. Control• sAaN foul • cOMPrIssi.• :tree l>t o1 3,000 pee n, 28 tort. All mttalliC conduit, piping system, rel•f °rC1n9 VON, l4 h$v% fiehrrtS Ind future t+o•444191 14.101 ports d Ioddets (briny, bc4 d& oriel' their supports tho11 be bonded tolethtr and 3roupded e• c n flabeA i tour+4. The b o n dr 11 9 c on d ,c1 oa 0411 not b! 3(7 Iho4 till'• .. to 4$q. '. No open wiring over pool tenter, -4 Al remforCtni uftl Shall dr untetttr►ed44t• 9ro441 s04N 4.onlarms49 14 A S t ht A-305. Sfeti snore to b404,I00044 snd p1o<ed ten oc d°4C. wills 4.1+4 A.•► $0111 oa0 1 iCih <41i0ns. NI tl>04$ 0044104g $ 64 INC. Schott 40 One bear the KS% o4 bptrrorol. 844. k 344► 034/1 bo N on un4oe poo I sump i 100 %q. l t. ' 1 G e 4 of rr°trid drain rock, IoW IrrIgOt,OA, •0lertvol, HC i4 ocuxdonce 444 1°6 Asposal of pool wafer shoo cow4orm to Sec.5004 of 1130 ¶18C. Svr4x* yo409 shall conrtrle 00n4se10 of poo teller to with* roe hoes God such pondin4 $halt 4o5,pOrsisl 100 rr+Ote m on !tv.efter etet•••111. Gide of Man Oro04 %halt hove o I et ore* loaf twee* M aka_ of 44 suction line. 8• W°1& Svp01/ o d s osol *col be rnstolled i i 0 v 4 60 1%01 ls'4rtif crOSS connection .ri1* o dowleslit .rater supilt or wotOr drspoN►tartlei4i 9. No, r" 044 tint slratner shall hart rem Ovoblf fcr ten 3411 p (re4 Moo 3 nines the area of the $4.4(1106 line. • 10. Cortnd44 Nfer thdt hove o (tliration 104 not 10 elcefd $4461. poi s4,11. of Wier 04•0. No bockrosh riivued. at eY.e - s' 4.l r i :'. {� 4'l. r �•; . j�. t? t Pt- L4NtRAc.'(t Et. S6!r \t�4R.: <lfjE :C j!Al <. 0ir44.414514i,1 4.<I1,4U4. t 103v75 AN u...4NA1... eEnv PLV t•AgN .t -I'? ( FI 4u.t?,. i .111 /sON ScSA lra:.' AW , : A =`. .1-6 >✓tb 4So•> 11 . Faa4 � E c� vA : fl .1414' ` . ta�titi~ ct3t4 <�a, ,% e 31 g _4(3.: V-. ti..t.` sI:ENc.t... ' $.413:ft1 drOOkeiled1C3) '.&Lt.- tad .k. , re› giq IN V. e 34t 0„. C, r °�j -s -� r F cTlt�` • • 1111 _ y •�{ _ f :� ,� }: 1 t0es,, l\W o : vt t e ) (4 [�Cral� : <.;, , -�..a r ». s.- a.T :r- --- x•.a:-.rr. ..• +s�. -s:::- -. ns,,..,...«r....�....+c+,. a-cs ". .., -: -..., -e .. ._.. . ua..;.a,::.v.. <;:..+:- Ra:.o.s.a :..rah ei..s.,xxa,•: .mac,- �a...r.a:;.s _..«...,...,,:.....,�. -... .r. - +It 7.•,•-••• V e:�•, ae n <rY- .e.rrxv.r. --.s c. - .m.,,.t..«,....- .a- q*.•.-.- ro -....t +.: ,+ -._.. ;. .,.,....�:.,x.:., ., .�: -.: IIL`►1 {JIIILI,11f1111 P&Nlbld — - - +t 3 rr[['i ( 1 { F1 {'1 , t 11111 4 fi ; �j� { j ( i �t ( � I �., r ijj 11 113i ii -d�� i i t . 1 - 1 x I r r s114 • ip :._ i9 ?11 &t 414 `t``.? FJdi`t N. - -4 4 . 5t.A3 o INF. \v /G4. la /fO V1rL M N LV T PIPEP Ftt.t : III u,I.11111triiiit1111f +s1I!111.110.1_, N }Na I...A • Uwe 4 - trtoj7l.t -7ff - : A"r. S o F r v r • e 1 610 = t:oT - i ,` L 4 c r : '2 , t r A'1 re. 51 . -4 CCO rZ 01 v G -ra - r vi C to 54 , 2 6 Co re t c 114 PLAT, Ci,o(: 4i, P6. G3, 4P 4P-1-for fUr3t;.1 rZ5c'QoPS Op' Pampa rou■~vy vil. 'tG11SSl S C3y OT!{ :1" ?5-- SEs NDr ,`1N - ryetem,. st rlot1 to r�tt. F ►_ -1 C4 __ -ifs. •f AP . t "A a I11( 4�,' ors t3a.0 o 51lawr t�ti��^� t, / rr--- - f,7 ; , 77 rr I if1, � 24t) G`` [Si3OV E '1 1-4I1t1t 2 6L V,DF tZONt1 d occ ZoAcl orb OF_ 6AGt aF SIP4w4t • LAT TIL.. FIN. i <Q'ar Q t1 SO F4r -rIN 't'AcIGCD ' -, L1 MD1'*t›. - r. , SN atE {IElf — T�1rc1/ - ro f ...- j "_M �TAe. "tr�APS 24�Q.66� �. C TD P D tasl "L'' o Y 1 'rte T3� �." ti►ttz�;* ttl .V4rr t�itA.t>0. .. !_ Ttzr411■'fE SHIELD 4`' >au :'. :: AP 5 f E�4i; ..VE 4 1 6li<. 1:�5►t? FIt.L MU BE A ' E" F111- . 'ft`s, . t c; o E .P,6,1' i IYIoE15 15•;ac1►►fMS Y 144., op1rZV `rte r�AU ot)W,,,►.. 1. 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