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965 NE 92 St (5)1 1IF'ittl'`► Y (JJ R IVf that the attached 3kati. h 1+31)1.3 =311t3 a aurVey i(lad a urid-3i illy direction and i3 true and Correct 1114 W. Flagler Street There are ilo -3i1,10aohiil=3i1t73 except a3 3how � n. ✓- °} �, ~ ( / l/ MIAMI 35, ILORIDA 1-2EGI3IERED LAND SURVEY01iS 431 SPATE OF k 1')RIDA j. - '0IZj O. .Phone3: Fit 93303 F1 1 -O021 50 tl /4 /5 3 5o /i ..5s 50 S'a 6.3 9,, 0 /7 /6 T2 / Z5 ::12a ::12ant (21.' L1.1 t Aa4ENDEi OM 4 .! r;Gt_DF N OAIS PA X According to the Plat thereof tti recorded Iii Plot , ut 54 Public itecord3 of Dude County, Florida. For DANIEL LCIE411)1 Duto JthI1AR( 11,1;42 1, 1 4 Y /.i — . 11 1 � Z. , .-5 - 0 / c3 -1 c s.cc, I _ t 0 o 2.�tic Oc9 6a•�'� t - O, r ?3 J t 7 i I </a CL - .-- o - __e,4,3 _ 1 j /Cr' t // : `• .R',3 0 l �� : ?A1 ∎ I G`i3 5 i I = -'c, e,57 / /2v I i 0 : 5 Q I O O 2, Z I vJ d.5. -7 -!G n E4.) • /•20!•L. If t4 0 � - - 1— L � . ,3. 0V6J 00. 1T14 W. F'lagler 3treet MIAMI 35, FLOI IDA Phone3: FR 94508 F'I2 1.0021 • n • 5 If le /Z 6 /3 5 /4 3 , 111.1FY Lvf A ;41,NEFi iIM4�ei (,'JXLDIN Gkf PARK According to the Plat thereof as recorded in Plat Book 1 , ut P;s'ja Public Records of Dude County, Florida. For MUG CE4111' Mia NO, .S %. 1 2 / 3 T25 i 70 ,3 5o G 3 45, , 9 0 so /03. Z5 i4A( 8, 176t Date IOJARY _11 1 i�3'I1 3d: 143t`th b, 19962 Y. W. 3'5t - 4$ 361-5 3 3 6 t - 477,,,,=i .3O y 8 0 \' 1 1IE1 E3Y CERTIFY that the attached sketch represent3 a :3urvey made under ray direction and i3 true and correct There are no encroachinent3 except as shown. .sue. 10_9 o2. o c3 eti -c. f >r�„ '1 o s /o >c, 0 ro (;) REGISTERED LAND SURYSYOR>3 431 STATE OF FLORIDA fric..44 Fr 1:1 1i s: T( e;f- s•ltiS,Y <! :1F-1: i1 . IIt ;'F,• 1 ';.1:ri : y "; t,;.- • :1`411(: • It.1 .1 1:Pt 1 . Vi la! i._t'i.. C•ril. C,'-(\ 54 .'� f Y..e3vi l/ ; ` 'y 1 __ N r lv it.Cs: f : If :Ors%trei∎ ( V1 f0 t i i r�); l:t ; {• i l.t t- . • Wrlt;Cct Ci t:f : •C 1 C'TC ► , • (/ 1:r:f ►t. /.*:C ^.3Lt /.1Ri! +•L• 1 it :11;`, ft: 'fe'# i•('t11' ?1'6'' %Jtf -:' ,CII` +34,11 'fcI41 - (VU - ' ':1.`(•ttt•'sfr. (. L•• E 1. 1ET(4ArtV kr 61. ,� - ��.t� ��Y• ' .:1'w �! r t1}t (1 t • i;t ►S 3 •' 04'1 r•r• 1 1;r1:' 1:;1,C I.': .C.A1f:`V;. !' ; (4 ;4; 4+. t'htC�i!i,i F -.rA /:.t•'( :: t,.; -' u .t . 4 _118)1 ►2#` 1: :[1 NIMHa3 �'a- YNXry P�wAwl�,J�M'45., 1 M Yt 1 L ford• pow pt.A.) 0 ;o C O -O_O O ' x0 ; MAY. ±TRUSS 3 A/ ; 3 MAX. TAWSS SPAR! 30 _;;TRESS 0 /APAM 3" I 7 r- /116. i 1_ ; � ; ` o;o0 , 000_0000LL ` „ ''OCO'o;0o E2,0 l e! ro ✓C/A/T C /" (be+r ewer,* so wear) ®�l•o (a 0.1.1a p.r k.:.3000 0 1 ¢'0000 • • S woos At P..r.* Also ~Own arr .•are I (A.. p',••9 P, �c O . t r [A.N . *A worm,' D' JOwT 'C • � Jaur C.r At7 JoM/r 4/11/.011 M. CLP4P SPAN Wi - VA� •••• NA !P<fSS VAAA/ '4'•11 /Oi!!fe ow( d /Irrri S r[•■•) MAR- TRLfSS WOW d (A M.tr, pr, pl fe) i (fr.I. r. .A....) /<o" A• A _MA Y ' VSS SPAM ...111'.." (4 .W■■• p.r pl./e) I� 1 (plu.a Ale( 44.4 /o } A. /KytMAY ?MASS .1"401 PO, 0_ (L .7074 p.r '4 4) I I 1 (A(... .a G...�.� fiI.es" _4 2:p t Prot.. fbsrA:rn ad s.s. er . r4. t/wd Aerrrly er A•fARr A w .p [Afore. (As sA......�. V 0 c.01-.6. 1MAX. 7RUSS / /5 per pt.sfe.) II — ` l' !f um+ SPMN . f3 1 (7 N..i, per NIA 4A P' / l,4 Ar'RV_ss SPAM 26' -8" (L .4".•(..•„.... p(. TT o ol 0 0 O O 0 J O 7 2, apf..e ALT do/Air - G (w /Gorr e.ewp .i'pucs) keys sec/ 16/7/S'! Peees./ p /_,. "Po s /•/(• ✓s `C" (i AN.L. pee •+•A.) MA TER /A LVMOIR A oeesre••.. rAM - MN.en.1 O.•ion Spreilr<NAen, /e• sr /.• s - 41•rtr ,.ne•• • .A, r0•0•n01.A QY M t MA e/d AMA. "Mtn.n..nn A arenbrl• Pow env owe nee L.rMp tPY/s • At,.• /, I.Ow A/AIL f >b .. R O • r /4 LOA/ rl.c /fob - G h ore Pr" SIronvotold f•Are. .100.1714, /./ ALP E &EVAT /ON OF TR!/S5 M ,. ■•■■4 (� '1,MAX.!RUSS VAN' .3i i4' `6. AIQ, ci &/M9s li•f- S •wrw) / - P MAY. ► '1 / =e" (A U. -L per ',wear) (asAl. » .-fP 3 ) _ _` II," I l . `._M AL P, Y3t3. itP� 27' 8 , (P1.q» .I. show& - -- I P 1 /4' ; MAp. ?Doss simss T 1 r - 1 1 ? .. — (A ,W.;. r .. W.f.) . AM...y v•t-A_0 0.0 0 0 0 0 ! I ¢; 0 0 0 0 0 0.0 3=.»&.', ./o/A/ r `.c _ DL.f; m.,,.A•advan and' W 1a �7 f.ra r•a ••r We.. (As %A..r.). I 7.4 1 AsA O. 7'A M VSS 1. ,4 1MA %. 'PUSS SMA/ #O' 0 �A • O 0.0 0 0.0 DACE aPCCIF/CATIONS eMlUte1 /roeyrb ,,o. tNc /re GA /.t sfr &N.A• rr.ktb/ /one .M A Or•A4•,V,. fro.. Aces IS 0e. decree r44.wed /I Or. !Ferree M�v 1f•e( p,OPP sR. .tereene. w,eA IA i r M A-!.A (/►eyla `fe }for a4 Mt ah/M • ,ypesrN a•deii of 7,•11• J.MM • AM.. rooms so.u*/ 1 1 'f: . - ,r... 1 � 1 .ADAM/ r ..u rows., sAyM ;4 -,-- I'iTP i'ln a: or ep.le< f rositoat OW. 270 11As 3 P ^ -r Plu u - I nail por ., P 1ug, sPNce modifira!■on..31 Q CV/t2/167 Dwg. checked by George Wren 5 � A••e 010. vo/Nr ee Maas per A/.*.) COCJA / y ON y ANC!! A VIM.* SAF[K I GRAOA , s 4 . 7174 STATE Or rLA , /L nits/ 33 `MAY lie .94: scope " r 'bVJ( K.aftP•►P•Ar M/000 77=1/5 5 De5/4 ROM44 COPP. I/71 AM4L/4/ !e,M. sr, 6A1- terrikpi< DW3No 147 18 G.. PL 9" le "Go lZ A No Par � 9" 1CCklo 4 41..1'; 2Ne.le Pa.2i 3 .• I I L_ 01000;)011110 0;0:0 Oi0 00 14581 I , JOINT Cr I (PLOT TOM CHORD SPLICE) -- SC0TQ Y 1 0• 55L b KAI 6.671 i 6,671 9 L TOTAL DESIGN LOAD- 55 * /n• ', col a.•. 4.1 -O ST PS5 DIAGRAM r.2o. JOINT i\ 5wle -� -o Lis L Mex TRUSS SPAN 26 -3 I MAK.TU5559GN 2 C ' S $ - � - - � o Notts , iQ -- - -- Plugs no +SL.o. M�rTRU55 SDAH 2 3-31 ! - R ' MAX.T2U55 SPAN 23 -8 I. - - - _ - - _4,___ 0 "1.115 Ymr R - PIu41 not 5F,e......' MA TRUSS SPAM 228 - 1 _ I'- 3 W 1 M AX. T2USS 5PAN 22 j MAX. TRU55 SPAN I I A No 02r 1iir Plot.. o3 5 how n 1 1'2_. R . : M Ax. TRUSS SPAN 1 A No,15 oo-F R PILLS riot Shown _it iii !'".AX.', 2U5SPANIeo 't..,-.1.5.4:.m., R Plato- on Shown. ( „ O 0-0 0 - 0 - 7 " , O m V MM. ADOUT EXCEPT FOR BOTTOM CHORD SPLICE (ONE PERMITTED)_ NOT E' CAMSER DOTTOM C H o R D ;A JOINT C / \ I ! j� Po. nt. M AK. CLE^R SPAN 26 -O M AX T PUSS SPAN 2E--& i ou ++o Out of 5¢or,n9 21a +•1 ] 01 NTGI\ HALF EI.EVAT1ON Of TRUSS ' L0 U-�001 i 001000O0�0 oto 010 o o o is &LT JOINT C scold: V.. IL CO' I 6 --� 3 .1 3• - 0 0 o'o oo t\iV�YT�T. CHORD SPLICE 11119: IN ACCOROAI+CE WITH NATIONAL DESIGN SPECIFI- CATION FOR STEEE55 -C4ADE LUM15E174 IT5 .ASTEN I14A5 5V N L.N. A. ENA MIN IM LIM PROPERTY STANDARDS FoP ONE TWOUVING UNITS Ibt.I - I NA1L5- TO BE 11 GAGE., 1 LONG STEEL 1 $COTCWNAILS 05 EQUAL OU5 P ' t) 3.1 -0 C.27 118 Go. a' MA( RO55 5 PAN 26:53” x_\02 18Ga.TL S NYiNX TRUSS SPAN 23-8 r 1.1o1A1 Deer i2 — ! / 10 20 Go. k' _ ✓ + X. - TRUSS SPAN 2r-8" - 6 No .ls �osr lC / - 9- ?o ■TDX.TPUSS 5P !��8 • 6 no T o°. R / 1 , 1112 T z 20' \R r ML�X TRN<55 SPAN t5 =3 Ho tIspar�ii "*� i 1, , - • O 11i JOI'�T .. ( 4 ^o. s oar .L) DADE COU ON LY / - f MAX T2U55 S PA 2ro -8' I k.' PINE 26 -0' i I PI 2d -8 1500f INDUSTRIALFIQ 21 -9 11200 IN DUO TRIAL .14 20 2 PINE 17'-13 CONS' GRADC FIR 2C - "2 PINEorEQUALI 2 CON ST GRADE, F12. MAX. TRUSS 5PAN T �Y �hIP 115 M Vt -. CONNECTORS TOTAL LOAD 55 P5F 2� O` " RONEL CONNlCTOR PLATES STAMPED FROM TGU55E5 SPACED O -C SO // �A.F_LEGT 40- GALV.STEEL PLATE IN XCCOPDANCC WITH A.5T . bE51G A- 245(W H E RE NOTED 19GA ELFCTPG: OpLV. STEEL R IN AC O t' PDANCE WITH &5 .A -245 RONEL PLATES TO SE INSTALLED ON F5071.4 F5071.4 FAGE5 OF TRUSS JOINTS. WORKING ST PESSfS OF \LL NrN5E91 NAVE KEEN INCPEASED 1 /3 F05 SHOPTTIMc LOADING _5 ECIE GRADE 3 =I -0" 0P EQUAL D SPLC■Ety GRA D¢r C �il r'nn PCE T 2'n r11s .e. S!)Ls' fl p!;ry 'nn ,'i ic. ;.iLln.4 �JI pv. c'j..... + °}1_ 45 !DrgP �✓r ^n "1 T2ll55 SPAN To 26-8" TRUSS- 26-H-F-4O SLOPE 2£ /2 NI/ST ERIAL3 5P_CI FICATIONS _ -. - DE5tGN DATA WOOD '2U55 DESIGN WON E CORP 1255 5o5LIN5T0N 5T OPA- LOCKA . 'LA. Y.1-4 AKDORUK ENGINEER No 7!74 STATE OF FLORIDA. DW6.14 ;fil DATE !/9/61 joF 1 /" TRUSS 54 -' -E _419 TRUSS 54- 1111 -F 14 I TRUSS 34 - -? LIID TRUSS 54 -ILl3 -F 412 TIZ U 55 54-1L14.--F 14(2 TRU55 54 11 S LL WA LL PLAT 41 P OUTRIGGER -- 7.t OUTRIGGER A F Fi - 1 0" HIP OUTRIGGER It-o• DOTE - TRUSS SPA4 2ti- 7.Y To id- R OUT SI DE WALL DIUR N 5 10wI) TRUSS LAYOUT Sr-Al6 1/4. a �\ ?•4(T`!R) OUTRIGGER 9 I - O .. JOINT W 2 UAIL.5 PER PL A'! VARI RS 1' OUTRIGGER C JOINT X (2 MAIL'S PER PLATE) SPECIFICATIONS WOOD- TO RE CONSTRUCTION GRADE FIR UNLESS OTHERWISE NOTED 1. FOR DESIGN SPECIFICATIONS SEE TRUSS NO. 14 -1 -F. 2. DESIGN LOADING PROVIDES FOR 5 p.•. (- ADDITIONAL FOR HEAVY ROOF COVERING. S. ALL TRUSSES TO RE 2' -0• O- C 4. CONNECTION PLATES TO RE INSTALLED ON ROTH FACES OF TRUSS 5. TOP MEMBERS OF OUTRIGGERS TO HAVE SPECIAL ANCHORS CAPABLE OF TRANSMITTING THE FOLLOWING LOADS: BOTTOM OF OUTRIGGERS TO RE TOE NAILED EACH FACE WITH TWO IRA NAILS. NOTE: VERTICAL MEMBERS OPTIONAL IN CUI.RICGERS A, B R C OUTRIGGER D v - i -o• JOINT Y r , 2 WAILS PER PLATE HIP OUTRIGGER 5001 OUTRIGGER "A" 4201 ^ 1 ' OUTRIGGER "R" 2,4°06&....--. - 1 - j �, OUTRIGGER "C" �..' -a- --- OUTRIGGER "2" 1201 O�F.L p 1RtP � \ll rOD!1nC.F0T4 1� n� na il ¶0 p1117," 0 1 1 7. Null. Splice 0 Odi6caaon- -"< R/I . D1NF- checked . by Georg TRUSS SPA* I TO 34 - SLOPE:2 1/2 : 12 34 -1- F MIP SERIE WOOD TRUSS DESIGN FOR RONEL CORP. 1 2S BURLINGTON ST, OPA- LOCKA < - . KOORU11C DWG NO EVINMEER 7174 i4.7 A TAT OF FLA VPLIFT REACTIOLI UPLIFT L 525" b a ?. IP GA it E ` o 0 0 0 . 0 0 0 0 :0 0 0 `.. G • - 1— 2' R = � k 4 'CLOP' __ -. 34-'-o•• -515' .515" r5" 1z 04" I9 r 1•" UNIT LOADS SEE TRUSS NO. 74 1 -F MOMENT OF JOINT "H • DUE TO UPLIFT - ISI. /A - 101 S.7 k -1 h HR JOINT "H" Fi"- S_ 7/1. 12 I. Ri NO. PLUGS REQUIRED PER MEMBER, PER FACE 1. 01/.472 = 4 T G' MAK n`_011 Al STRESS DIAGRAM 1 C." JOINT J -1 ( A UAILS PER SPLICE PLATE) •.0INT J (4 MAILS PG2 PL ATG) 75 M Z' S. n b d, ISOO '(' 4.I0 FIR - - T r 61 i(I CAMP,EP P.OT TOM C /40RD 5 /1", - (9 2 - 1 Jolu J -1 Z.O_ JOINT J ( 4- UAILS PEP PLATE) JOINT G - 1' -0 C4 ■AILS PEP PLATE) (� (SYMM AP,OV ?l z. C. JOIL%T J JOIUT Is or, -(- COUS FIR 7 ' G; HALF ELEVATION OF TRUSS L6OTE: COL4LlE DL4TES TO PIE IUSTALLEO CAA El0 ?I. EACF. 0t - TF2VSS JoArr 'C 12 'O.00 00 l 0 0 0 0 0 I.I' I =��I ' O O O O0 0.01 I I I 3' 5 /2 • .1 I I I- ' '6• L IuSI[1E FAC OF A" WALL JOINT A 3 t'-c>" (A UAILS OER PLATE ) �. Al -I. TRUSSES TO RE 2' -R'• a c SPE CI MCAT IONS 1_ FOR DESIGN SPECIFICATIONS SEE_ TRUSS 74( 34-1 -F 1- DESIGN LOADING PROVIDES FOR S p- a_ t- ADDITIONAL FOR HEA VT ROOF l p ` � COVERING- , All connectors ` L' � ^� �'� ^. 5 270 1Ls per plu tart'. 1 nail pct. 3 plugs mal fica:iunf . 0 checked by Geode Wren RE VISE O 6 -1V -SR dl _ f� 1 2 il X11 - fli nt o;0 • X0,0 0 1 J 5411T JOINT 4 (4 UAILS PE_ G1 PLATE) TRUSS SPAN TO 34 a SLOPE- 21/2 - 12 TRUSS •K/ 341 - 1741 - WOOD TRUSS DESIGN c0R RONEL CORP. 1125 RURLI•G TON ST. URA - LOCRA 'LA NSE a ,17 I .:' YM.AKZORVK `DWG N EmOR 7174; I A T c OF'LA 1 UPLIFT REACTI �1 4 + r 4 4 �- Co' C < -'' - .21K U - r - L.I ti %FI , - � .X25' IINIT L(IRIIS - SLE: I KU.S', NO 14 -1 -F JOINT K mOMLNT fu 1OINT "K' DUE 0' UP1.IIT 1 If. 60 - 261 5 46 - 9' o'' _I U-C` e 2 Hk = 5.46/2.11 = 2.01 NO. PLUGS REQUIRED PER MEMBER PER FACE 2.01/.472 - 4.27 STRESS DIAGRAM 1 "' c..00* �-i _ 455 oK 0 b d,c 20 GA. 02 17 GA st 4 L10TE : CAMHGZ BC''TOVI L CFIOZr] S /s'A 2 Q SYMN. 450u-r- Pico Cous -r pi Couu. 1 I 4� !- 5oL1cc ADO 20 GAGE FQ - 113/W UAILS EACH, FACE OC JOILrr 'J1-E4J 20 C1ACFe CODU. 1 - is Ll}15p `, 00 O.O:O.O V 0.0 1(4 -4) - 4 }-cy h� _ I_ G I_ CP' 2. Co I900 `( 'cou Sr¢uc'r1o1,1 Re 4GE jOIUr J -1.. HALF ELEVATION OF TRUSS '1/4"- e - o . 0 0 0 0 d 00 00 000 Nj 0.0 '��` =. I 0" VIU 0 AAAIC. UOTE COuUEGT0¢ PLPTES 'O 75E IU9TALL00 OU 9021 G- ACC•sS OF TrWUSS JOINT K (4 U411_5 Dfr2 IDEA T E ) ALLOWABLE CUT LIUE IU 0LATE , 1 . -0 . (,4 UAILS 0- JOINT J - 2 , vii 90T.CHORD SPLICE) ;� UAILS Dez e'J PLIC6 IOL.AT ' 1 JOIUT Co ( <= Ee 717-4../S I. 1 \ 1. ALL TRUSSES TO RE 2' -0^ o_ c. JOILIT A. (' 11 - r2.0 SS 1.10. 'J4 - I EJ 1 1 , -4 'W SPECIFICATIONS 1. FOR DESIGN SPECIFICATIONS SEE. TRUSS NO 34 -1 -F 1.. DESIGN LOADING PROVIDES FOR 5 p. n f. ADDITIONAL. FOR HEAVY ROOF COVERING All ennnectnrs 12 ten. ^0NET, platr5 0 II.s per pill With 1 nail per :I plug y -' l7 4� splice mn(!iGGa:iun. .,, " 7 Cv ✓ I)wpr. checkcli hV Gcoree Wren REVISED: 6 -19 -SR TR USS SPAN TO 34' - SLOPE: 21 /2:12 TRUSS NQ 34- 1142-F WOOD TRUSS DESIGN FOR RONEL CORD 1125 BURLINGTON ST OPA - LOCKA FLA Y.M•AKDORUK DWG No E -IGl 1E!R 7174' 1 47r' $?A_T F_Ov PLA 4 0 G —r 0 0 0 0 0 T ~ -'� L ( I V 6 ©; (D t5 (° �•0 O O.O 04;5:. --.� 110.iF'T 9 e[- •CTlcwl .�K UOLIET Z� b o H �� + r F e II fi JOINT N = 1' -O- t 4 1JAIL., DE2 PLATE \ c: ; g G ar--- G cr G -ce 1 g _ ` " 1 - 55" , S . `. h4' O" c 1.1/CT LOADS - SEE TRUSS NO 14 -1 -F 4 .44 MOMENT 010I14T "M" DUE TO UPLIFT r 11(.6$ -.221 • 5.06 JOINT M N : 5.06/2.21 = 2.20 N PLUGS REQUIRED PER MEMBER PEA FACE - 2. 29/.472 • 4. RS STRESS DIAGRAM ,•• C.00 46 JOINT K "3". (4 UAILS PE1L A IROL T JOILJT W 1_.G -es Ct-IOO.O SPLICE U^TE : CAM,E2 8OrT, L' wVSVJ (,'_p• C6402D 5 /*" ( ',. Z.� _ ...10 - kJ - JOINT L (4 1.-111.1L5 • 0,se f-7LAre SPECIFICATIONS 1 FOR OES1CN SPECIFICATIONS SEE TRUSS NO. 14-1 -F 2.. DFS/GN LOADING PROVIDES FOR S p. •. 1. ADDITIONAL FOR NEA•VY ROOF COVERING ALL TRUSSES TO RE 2' -0" o.,. JOINT 0 (C, UAILS DE2 PLATE' Jo'krr - 1c" Jb uT "p X 5' (.." HALF ELEVATION OF TRUSS Nn_ • 1 .ILTT< - COVU9C?OQ PLATES TD 0E 1US ALLED OU 00'r1-1 PA411" Oe Iu s All connecmrs 1 ( f R. T O 1L plate 270 Ihs 1 1er p1111- with 1 n.1i1 pet plug,' s,ilicr D1n11ihca' ion ....... ..../ " Uwr checked by George AVre 3 J JOltrr .L. SPLICE � .5 1 O(6. 1 - - -- ` - - -10 GA. o¢ IA GA. CODU. Q ADO to Css. tQ - 2' K 11' u. UAILS EACH FACE OC JOIVr WIJEII 1OC*. COUu IQ 17 L)•8p JO 1 N T W (W/ ROTT. CHORD SPLICE) 15". I'- O" 0 UAILS DE2 DLATvr O O 0= O • 0. 0 — ADO 2L5 GA IQ 2'. ' ' ^ - - J/I2 3.1/311- EACH FACIA 0 0 Y 9 0. } 0.0 0.00.0O -e 17 U,Eo SPLICE • j ALT. JOINT 0 ( W /BOTT. CHORD SPLICE ) ( 1 1 ALAI LAS o62 cx-A. REVISED: 6 - 19 - 56 JOIL/T • A (Sec 'RLwS VO '4 -441 1 jc AN; - 20 C.& Oct 10 4A CODU- IL ( ADO 10 MAILS ILr?O ,OTT. C LK7eD oU EKN CAC¢ OF JoiuT WMeu I5GA_ CODU. •L K US15o. TRUSS SPAN TO 34' -8" SLOPE: 21/2 : 12 TRUSS NO. 34 -1H3 -F 3 ' /z WOOD TRUSS DESIGN RONEL CORP 1125 BURLINGTON S 1 OPA- L0CKA" FLA p1LAK DORUlC D\s4vG tMGIMEER 71741477 TATS O� t�A •�Rwrwif•rrwa 68" 34. (3" 45" .625" UPLIFT REACTION 4' 4' - ,t UPLIFT 0 y d 315" b C 1 .R 5°" 8.3I " . A9 "� f + .25" 50" UNIT LOADS - SEE TRUSS NO. 14 -1 -F G2 5" a5" MOMENT IA JOINT "M" DUE TO UPLIFT - o(- PA - - 19) . 4. S k-1 N.., JOINT ..M.' .25" 50 Fi = 4. SO / 1. 9O v 2. S0 NO, PLUGS REQUIRED PER M£MRER PER FACE . L 50/.412 " S. STRESS DIAGRAM 1 " =G00' ALT. J01 NT 0 - 1 (W/ BOTT CHORD SPLICE -IR GA.CONN. 4-) 3" .4 0" CII UAIL'. PER PLATE) JOINT L .G8" 204" o olo -z �IT1 -j , 1:1 I I , . CAIADER 90T. 20 C.A. PL SDLICE � 0 .. \-- ADO 20 GA_ PLATE 2 ""8" w /18 'JAILS EA. FACE O JO■IJT 0 - 1 ( W / 9OTT. CHORD SPLICE - 20 GA. CONN. 0. ) CI UAILS PER PLATE) til (sY 1 APf0ur) DOTE COULIECTOR PLATES TO BE IUSTALI F0 (T LJ 150TN FACES OF TRUSS. HALF ELEVATION OF TRUSS "/4" 1'- O" 1 . 3 .. Z I /Z .. 52L1C E C 4- uAILS PER JOINT A CD UAlLS PER PLATE 4 3. ALL TRUSSES TO RE 2' -0'• P. c. 'J '._) -) �. v v v•v _ 1 t I:AIL EA FACE 0c- J0IL -r �L v./36 yf� � Q�oA� RO• P D JOINT X ! ROTE CHORD SPLICE) �F�0S, L 1 . PLAT E'P cD�a c ve V �� REVISED: 5 -19 -58 ,� — OUTSIDE FACE OF A" WALL SPECI FICATIONS FOR DESIGN SPECIFICATIONS SEE TRUSS NO. 34-1 -F DESIGN LOADING PROVIDES FOR p. •. I. ADDITIONAL FOR HEAVE ROOF COVERING. / Z- TRUSS SPAN TO 34 -9" SLOPE: 21/2 : 12 TRUSS NO. 34-144-F WOOD TRUSS DESIGN FOR RONEL CORP. 1125 DURLINGTON St. OPp LOCKA_ FLA - ISMAK OORUK DWG No EMONEER 7174 1470 STATE OF FLA LPL, FT l A� RC 1041 UPLIFT h 0.0 0 0.0 - -�h _l I i_..4 d" i _p' 5 0 - I_ S O +.I. -. 'S -0 "'I"' '_o' -4 „ d •IIV 1'155' - ‘ 71..s- 1 z. S t ' 1 I a 15.4'- - 5.55: I e 5 51" Q I SS's i I ILI, I 1.24175 DEAD 1.OAD ON ROOF - 15 p•t LIVE LOAD ON ROOF - 10 p•t LIVE. LOAD ON ROOF - 10 pot LOAD PER L. F. OR CENTER 70' OF TRUSS 4. 5(15 + 10 -6 101 = 247 Ib•. LOAD PER L- F. RD END 7' OF TRUSS • 1. 5 x 5S P = 5 x 747. 1.21 kips P7 = 5 x 247 • 1_21 1 = 7. 5 x 247 4 1.5 • PR 4 450 111 EAC TTON FROM NTP OUTRIGGER) = 1- 17 P • 1. S x R1 • . 20 R - 1. 71/241. 2141. 17 + 70 1.51 NET UPLIFT = 20 p. •. t. ASSUMED - Il i • .4. 5 x 10 • 20 + I. 5 • 1 • z0 • LI • I.5 • 6. 20= U" • .01 4 . IR - JOINT U Z'• i -0' (4 LIAILS PER PLATE) MOMENT ABOUT JOINT "R'• = 711. 11 -. IR) = 6. 51 -1 N, .6.511 x 14. 5.7 NO PLUGS REQUIRED PER MEMBER PER FACE = 5. 7/. 477 ' 12. OR HP 11'.4 50TH 51t1E5 JOINT "R" STRESS DIAGRAM I'= moo"' JOINT {2 MAILS oss PLATS • PI . +1 . IR 0_ 11 i - - _PACES 5 - ' '+ 1 5 1/4 H " 4 AlA % %S S -'y4 A 5c'LT� �JI �3• +• ASTp w4SH•P,1 1M '4 "A 6kUS I d P '0 r�I SY4A 41 ASOUT f a % t JOIU JOIUT FI JO(UT'5 ' 7 f JOIUT L( 1 JO'31T 2. q 15oo C044 FIR O "Y n°TTOM c °QO n 4 0 OE .k• '1_1014,1T " 4 5ALI CF 1SU0 .(" Iw1i >u ST. F1Q Ih � 1-S'Wl I'i, O. J 7. ALL TRUSSES TO RE 2' -0" 0.c. SP E 01 1CATIONS 1. FOR (04.5[071 SP ECIFTCATIONS SEE TRUSS 710. 34 -1 -.F 0' CO -1 15 GA. SPLIGE •t 0 O 0Q0_0 0 0 0 ;000 I• JOINT Y 1w /!AGA. (4 I-1A1L5 PER PLATE) ADD 20 GAGE tti 4 1 2 V2' MAILS EACH 4 AGS - OF PLATE BSOT14 510 1_?a4 ' 1 5 LIML5 /TYtri_) 2.6 9OTU SI0P3 0 t.c JOINT (4. MAILS PEQ PLATE _ - -- SPLICE 20 GA. @ 0 00 0?Q�;0010 0 0 0 0 0 0 :0 00 0 ''C--L? ® Fa ;et !41 "a 40!5 -4k' - klQ 0 'Os JOINT Y 1 BOTTOM CHORD SPLICE w/ 20 GA. C044. A_ ) S••1' - �• 4 WAILS PER PLATE } 244 4 IQ' (• POTIJ 50DES BOTTOM CHORD SPLICE 5 =0" - 45o0"1" C0'.JS7. =IQ APO 20 GAGE 11 5V. 11'42 11.0/1B 4(41 LS l=AC4 MGE 04= -.;Q1N T. 150TH 51065 2.4? O JOI S (4 MAILS DE.Q GATE - S - PLATE) „YNVT 6 6 -'i ( J I NI 7 � • 1i 1 - 1 ...JAWS PER o 'I)R per ?lug with 1 nail ` pp. 3 plug% sp!iee nio( It'.a!ion. ' X 2 / C11P(.IC V e-Or..a i k e 6 Bo�A .-•J -- ! �'-1 1-•- - 9Y W /P - ea , PTD. 4/ASUERS U7 1- 00 0 00 O 010 0 0 0 0 _010_0_0 0 OO O 0 � O 0 0 . 0 1JIaTE: CANSER .50T. cuoRD AbTF: ALL LUE9 *AE54!SERS TO 5E Z -4 JOINT R I , -0 • (' MAILS PEQ PLATE ALLOW415LE FLIT U4(6 46.1 PLATA 1'1A S LS VAT ION Or '°Liss C-0" GOUIJECTOP PLATES TO 8E I4(5TALLEO OLI NoTH FACES Or TRUSS 4 5%15'- - - -4� • b )''L 1 1 4`• J •-- 3 44- ' - • i rte_ 0•0:0•0' JOINT N 5 - - 1 _ O . (4 MAILS PER PLATE 0-0 0 0 0 O O O 0 0.0 Oil . ~_11 0 0 0 0 O 0 0 0 O 0 00000000 0 JOINT 0 (12 1.1 &11.5 PER PLATE I r 2 "6 90T71 50405 s1DE FACE Ow 5' WALL Iu ro •' 9 2.4 CHOCK TO REDUCE 6 EM411JG 5T4ESSES n.) " 00 Q' 1 ! l C41ORD ' { r . 'USE S *AM TO S4' -5" (A MAI L5 9ER P LATE) I \ SLOB: 21/2:12 ?puss wA sa-NU51S -. -. WOOD TRUSS DES1GI1 •OR ROMsL 10 t 7 1175 5V• 1'03 TOE 8' 4.4 1EV ISE T1. 4 -10 -sN �. 7�. 71-A q f r L I l -/B Go it JO /NT 0 (4Noi /s) mss' c �- 6 o I ./ -1 Taw /4F` / .d e r` k �— c10/NT C i /s) O �0 0 0 O 0 10 C� O OLO O - C '�C�r - '� C'0 0 C rt fin k - •A//owob /e cu/ /ne in p /o4 } f 0 <0 0,0 070 0 O 0 U O 0� 0 .25` n o F l ^ 111 20 0' • G /RDER TRUSS X •" o STRESS D /AGRAM, 3000 LBS. 5� — O 0 0 0 0 0 • O O 0 0.0 0 00.0 0�� .25` ,/O /NT D . (6 /Voi /s) P /,48 f { a e ___i/O /NT _ ¢ 1 14 NO/7.5) ' - L3 L./0 /NT E (3 No / /s JO/A17- DETA /LS SCALE 3 / -0' No/e: Connection /? to be /nsto / /ed on eocn foce or Roth member SPEC /F /CA T /0 NS For.5?eci /cot/ons seeDw9.26- /- E.tcc P1 shown. WOOD Top B Bo/tom Chords Pine o - /500 Construct /on f/r. Verticofr d 4/ogona /s fo be Con:sfr.ict.or. grade F /• _ it 0 c , 2 _42. O 0,0 —`yam O ; - J � O _OOn •00 o 0000 O O O �..0 O O O 0 OO GO • C n � O C O O � 0 0 ` 000 00 1 JO /N A (/4 Noi /s) ' r 1 L -Gob /r Truss L 20=0 HALF ELEVAT /ON OF TRUSS SCAL[ Note : 5pike Tope Po# CAoro's f ye/+5er wiYb A; d,its /2 o. c. J. I 4 ll • l• �li1 1 , ; yP u— co , y KEY PLAN SCALE: i6' / 61rder Truss 1'- All connectors 1R R f NEL plate 270 11,s per plu7 r.'itli 1 nail per 3 ploe, . . •• f ' • �? Uwg- checker' by George Wren 1 ! 7 TRUSS SPAN to 20' 0' Pi/Ch . 2z = /2 Truss No. 20 - F WOOD TRUSS DES/6N fe■ /?ONEL CORD //25 EIURL //V7 / sr 0#.4- LecA•A FLA. !I BATE : -25 -5R ' j0 NO: 54/09 ;DRAWN BY: J.R. T qy »t'_i_P -ao N_•P�v��C�- �XL - sn I✓et I/ P%o /e — Nip Oe/frigger_— (�UTI-VG ER 4 • It/a// Plate to e / y w - eo- NIP OUTR /GGER ?G'- 0•' TRUSS LAYOUT - -- leet (' )yre) — OQ /igeers ?f a -c / ourR /G 6 ER - 8 r ti ✓eD /vr (e A/ai /A Pe/ P/ofe) ne.. ar . 4/v,- /.." r,@e Me// Oble OUTR /e GER - C ' 6/2'../o0 ✓O /AJT .i - / " -,, 0 i/s per P /o /e) 47 . PEC /F /CAT /o/✓.S NoTP: /or De Oio.' Sic/ /ice /ions :tee T,aee Al IL - /ML -f-to filoze,L 1. A// Trusses /o ba 2= 0 "o.c. Z lew.ecflon pM /es fe be ms/a / /ed on Ao1A fees• e Truss. Top members of 0u /r,9 g er4 capab /e of eronsmi /Hnq /h //.p Overi9 4 ee Oufrigger A' c. 0 .. Po Afore of Oufr/gger., >'O iv/f1, 2- /Od nei /a. Ivy_ Te Ae Consfrucfinn yncede Fir IVa // P /s /e — at')/NT / " - ( -2 /./ads Per p /afe) OVTR /StfR . /0 hove spec/a/ anchors e fa / /ete/nq /ockds ?90� ?A S' 2 Z0' / /0' be Toe nailed eac/+ un /e33 henw;oe noie./ levyeel •e!/ !teamed !! /r' /s• face All connectors 18 gm. RON' T, plates 2'0 Ihs pe- pin•! with 1 nail per 3 plugs spli nod cation Jw;r. checked by George Wren WO 7)7173 S DES,/ 4.11.6 /rol�£L Ce t k; S J;1/3S 6/ QAL re 2 -8 .11np¢- PSG: I.t Z4-1-F-Ab MI SOWS K S" 1 d c I d I r• 4+4• 4 9W94• m 1 --- Mtta e• »s r 1- /'- O /A Gm R 1 lR • FP /AGa cd 0 0 0.0 00 0 0.0 0) ti Z I >.I ;MAX . 7PUS5 SPAN Z6 -0 . MAX. rpj55 SPAN 24 -A ,1 - , ,MAX TP.U5S SPAN 22 L -1 Sphre Scs<a r 3'.r - 0 .. (I Noi /S per p /0/e) 14+1.4' STRE35 D/ArRAM sauce : , , oco • 4 ti ✓O /IVT N -/ (BOTr CNORO SPL /G() A 4w s 4.5 ? -4 b is •g.77 11prA Comfier Bolfom ✓O /L/T Chord 'YA'p E y _rr'" MAX. 1 0'4" MW. l' -O PLATE /0 PLATE O" 0.0 ' 010 0.0;0 0 01000�000 Spb <e. (6 Moi /s per P /o/e) Sy,•nm. About E.cep/ For Ao / /an Chord Sp/w0 (one perm, //e d ) MAX. .TPUSS SPAN ec -o" 1 MAX. rRUss SPAN 22 =01 ALTERA/.4 TE JO /,V T f,/ (w /eo7r CNORD .5pL /c£) Pt`7E (6 N i/s per plole) _ - — (G. Nails per p /o /e) 0:u - )•0 0.0 1 —0 0 0 r f U d!oLE_: P /o /e Pos,/ion one/ size for Fu // 2.4 Ce /,,,nq. (4e 5ho,u0) rt 3" 4i ✓O /NT W'• (l Noi /s per plolel 12 ✓O /U,r N or: AL7 JO /NT F/ 5 %4' Rev,5ed /0/9 /50 0.00001 CF-0 0 0.0 GLEAP SPAU PI , 0" To •5' -4• TRU55 SPAW 71 a F- O Coin fe O../ I aeorin, H A LF ELEVAT7OIV OF TRUSS zit SCAte ' /A'. /:o M JO/N. F" 1 MAX. TRU55 SPAR/ M AX. TRUSS SPAN73'-A (prugs Vol shown) v l I./O /,V A 1 _ ;.. 4- g M 0,0100 (./O /A/ T .. - 3', /"0 (3 Noi/s per p /ale) Il MATE FL' AL /n ,, LoLR c rd w once ith No/iono/ Design •Scrc/licobon s for +free. - rode Lumber f ifs Fosfeniners T hy NL.MA. one/ FICA. :rawenum Proper - ly S/andords For One and !wo Lvi ,q Un, /', Noe 9, /•7A. No o.- or ./t - Pia.. Pr" Long Frec fro - 4o /r of opprored M /r. S/rongAo /d or Equal Phrle) X4 1 . 111 - A/lowohle <u/ 1,ne in p/ele SPEC/F MAI. rievss SPAM Po,✓u Conneclar prof. stomped .r✓ Rio. FLeclro yo /v. "lee/ p/o /e ccordoi.ce w A.S... M. -ZAG. (Whre noted /A Go. E/ec/ro 90/✓. 'Jeer pro /e. ,n accordonGe NIA!, A. 5 _ 7 " M . A - ere. ) PohrsL Pro /es /o he ins /e /led on oppoa, /o sides of 7.rss. ✓om /s. •/ Pine tf -0" 4 /500 r -Ind s/. rip- 22' -e t/A50 %"rndu. /.F$' 1 M At R I SPECIE I GRADE • Prne Or Equo� 24.0. 9-_ — .. /500 ( "Indus/ Fir 23 "ES' •e Pine. 2z -e. [/200 F'lndus6 Fir SPIE /E A! GRAD. All connector9 12 7,1_ RONEL plasma 270 lhs per pin. with 1 nail per 3 pin�9 ee'�Y /L r� e)r' 1 splice mo•tiGca'ion Dw checked by Gel"-e. Wren Al0 /AFT " F 3' / =0" (I Hods pee p /o /e) DES /GA/ DATA rob,/ Lood -ST Ps{. . rusxs Spo<edre'sr g 1 Workin SfreiselS of on rnonhees orsel cnnnecf,Ons M' 1 I creased •9 for short. lim Loedinq. Or ever./ • TRUSS SPAN 11 -01 70 26'-0" 5 LOP! 2Z: /5 rPU55 N - 1G -FJ0 WOOD TRU55 OF ToR RONEL /'ORP. - //t5 $QRUN6 0W sr evA- tocut. FLA. o4rA A/,e /f• ✓nor w. 54 Ali Ay 1/.1.4. I e_ 9_ ui.s' , aso• r•444: a K 1 25 . -4 .. b /' -5' /A Cra. PLATE 7'2' ! 5p //i e 4,L _C 1/-:_1 A-4 r ,.1 - L1 ac.-1. `1— • 0e0C)0.O.0000 L 0 (6 A/o. /s per picric) /'-O" /A GO- P.ALC MAX. TRUSS 5PAN 2A -R 1' 115_64. Pero:, MA.0 7RJSS SPAN Sake - 0 1 0 O O 0!0 0 0!O 0 0i0 JO/ IL/ L - / ' (Aar CNORD stow ?e = /a a .. (4 Nods per pie/ ) c I d I • %TRE L>/ARAM SC ALE I =6CO' TRUSS SPAN tG?O" 1 o 447.4 de,' : + z. s' / 9 /' -O PLATE 5yrno, AM..f .� fecepi Xo• Aor9or. else (One pe•rm/AAed) Fr Mw- JD/A/J 'L -/" ,/o/N72' Or ALT. JD/uT2 _4/N.0_2 Corn ber Cte yAeAn L - t =e= es7 7 / _ Chard 'S/A E 4=0' MAY. -e _ r _..- _.. d'-4. \- \ t J"� Non=4- M /M CLEAR SPAA/ /A :0" 70 ? =4 41 _. �. - - _ TRU 5PAU re i4 TO Js=n - (0vy to O o f fleor/n // /r) _ - _ 1 — 1 P - PLATE 1 MAX. ?RC/55 SPAN 76,0 • MAX. , SAW ?S_A_ /'O' PLATE ,141, MAX. TRUSS SPAR/ I 0,0 0 0•0 r �_ • 0 ol00 013 • O HOJ00 � t00ISOI �{ • • .n ' 5p/ica ▪ ALrEPA/QTE ,/O /,Ur L (0/A (PODOSPL/ce) N (7 A/o //S per prate) //AiLF ELEVAr /CAA/ of rauss SGALE: Mrs,' - - �/qTE Connec/or P /ohs /o be rnsfo /led an haft, Faces of Truss /' 6' PLA (G Nails prr plate) PL•'E (6 Nods per plate) PLATE (G Nods per plate) PLA (4 Neils per plo +e) 0b01C0 0.0 o ti 0 0 vo //v r No . P /oee Position one/ S /7e for pub Z,.4 Overhang. (As Shown) Ler 0..44 These A# ,bens for spaMs 22' -R or 3sb//ee •1■ _ MAW. TR U55 SPAU ?6 =0 (P /ape As show..) 1 MAr. TRUSS - -•+PAM 24=11 (Pions Wet oho...„) MAX. TRUSS SPAM P2'-A" (Plugs Noi 'Shown -- A MAX. TRUSS 'PAU 1 =R' I - (P4,1.71 ,Vat bha ✓n) II 9" 0•_ 040 i - 0.0 0-0 0 -0 9, ,JD //C/ T L ' (G Nods per p /o/ ) Reersed /o/,/'5e Jo'NT 6'(sEE 7POSS n - /M7 - f - an) 1 o /Mt'F' 2,r 4 A i(T5R /AL L /2 z4 , ,./C)/ti 0.0 0.0 1 0•0T060 - \ JO/ A/ K (1 Nor/4 per plate) Fr 5p 5pec/f/coh*oe5 See Truss Ado. Z4- 1W / -1-4o MN. ,VS% SPAM MAX. * SPA../ 2G = SPEC/F. 4 GRA6P • einr Or Gapes/ /500 - . arssue% fir /200 r Indus ". Fir I '1 P/ne S PEC / ! l ' / Pine Or Efue/ /A00 Indust fir •' 1/zoo (' Indust Fir 5PFC /F /CAl TfoA/ j OF_5 /4A/ DL7A total load • TS Trusses Spxed re - .4. Working s trtSSe 4 of o// rine/nbers and connections /n- creosed Nos ter ,short t rood. o. All connector lE ga. FOtiGL plste9 2:0 IE s per phi with 1 n311 per 1.1 plus; splice modi(cation .. v4 gt!C'i / Dwg. checked by George Wren s � •Oi 4.- _ .JD / NT F 3 Ka (e A/oi /s per p /o /e) f i / TRUSS SPA*, iA-15° To 74=e SLOPE ?4:12 TRUSS Ale. ?6 - /H?-F WOOD TRUSS DE5 /6t,1 (OR RONEL Coal". //25 SUPL/M4!ew S7 OP4 PLA. .. -._ DA , A B / ;A v e, Jew RAs. Sr, /0•s DRAW Ay ,E.a.& - ows. Mr?.E.A aoA ea L L ood of Poo/ tve Laod Roof L ! Land n Ceding Load per L. AP Center U - 4" of lop chords AS r A. 5 toad per L F P fen /er //-4 of Peffam chords /0.4.5 Load Per L.F F End 7 -0 of Iep Chord 45,e 1.4 Load per L.F.4 En/ 7.0' of .ROAforr. Chord • M. AS • < •'-6* • 102 O = r Rs • 701 • A s • GP • * / ••■ /4P d,lr /•••/) - . GA • •.S • ie • = 4t. l$ • .35 • IS • 7443, AS A < P 5 4. - A- ' - ' 0 0 :) - 0 UI 1� 1' -0 01010 O40l O•O J1o4() • 25 A. 5' - A - 14.:0 •. h a 5TRE5S DIAGRAM Scat, :1,1100. PLATE u.//o .✓o. /•. per k /' 3' PL,tTE - w/e Sm/s per .93 -- - /• 0 PL ATE J J / &/ T P 9 .. - 1. • lA � s.( 1.1 1 .,( 7.14 1441 r o f • - • . I 1 • •t 4 • .v m' . •. - � 41 - - 4 171 LI 1.3 / 1.t 51 r5U55 SPAN 2L -0' / rRU.S_S SPAN 74' -A 3' 1 MAX. TRUSS SPAN 12 ' ml r 3 /A (sA / / MAX 70 7/13 SPAS/ 24. 0 /nverin, Ff I,.S :ro /ed r' /7 GA At /r2 MAX. *Pu55 SPAN 25 " -5 eiOs Inv /7 lndico /ed 5. /o.- ' /'n /5 GA IA 1 /'i MAY. 75US or .li l j) .. 1T L.'1 `) /� ♦/1 ego Go. 01/ed01 �+ 7.. ZO&A Overloy L 1, MAX M,/ /2 dad, pr. "Vote lO /JC,4 Cner /o, A 1 - 1, 3 i - w/ .n A/o. /s per pine ,, -,•. 20 GL 04.. /ay .d; 1 w/ 7A 7102, per p /a /e /' - 4 20/A Over /ay 7 1 _ per alai, 4 /C //J T P -/ (Karr 000765 5pL/cE) 7, P 51543-1 7'O ` • 1 5 0.>. {. 3o p.S.F ; .yI lot 4 e • 4A t 5 • 11 LA • GO1 • 4••• • '- 5 5 • 1 no • TRU55 SPA S! 2/ MAY . - TR U55 3 P4N 22 AAA Y_2R.6/55 SPA 2A' - R . MAY. rPusS SPAN 24 _0 R d � - _ALorF "" comber Re Chord % " 4 r 0,•,4 These AAe .ber. fee- Span* IR' -A - .r ,4n.o / /er 4/O /A/T 0 371 v1�r 00-0 010000037- ,oC`I) I 1 0 0 41 :000_ • 1JoL V 0 P / °/e "A /lion and 5•, fo, • 2r6 O e.-hon. (As Shown) + 2 C-w.1. AO FOr 'J 4 7 II Ne+r, 1✓o/A/T P -- - - - ✓0 /127 Q CLEAR SPAS/ /1' - 0 T 25' - L' _ TRU55 SPAA/ /4 - " To r4= 07 / 3o /gr ✓O //✓T 9" 9'-/ (2 No 1/4 per p /of ) 2 PLATE_ /4- Nods Per p /.,c - -- 2-75" MA - /2 Aia per r ,.r 1' - o - PLA *E /7 Mor /s per p /e /e /' - 4o4 PLAr5 1! Mors per pia/et 1 PL AT & 10 Nor, /s per p%oTe /=77" PLATE /O A/,, /s per p /o/.: / =6 PL Are!. 5 A10,15 pee p /ofe r r•tArE. 94Nod4 per phens Aw C'-4 M/N A043. 7.555 - SPAS /CALF �LEVAT /ON or TR C/5S I 1 MAC. 776/55 *AAA/ _. 51.3. .45 - Shown ____,k 1/4'_.' - 4.44_4 MAX. TRu5S- 5 P4•./ / - � -R J . 1 1 I P /04 .I 0 /./ *hew,* - 1 I A/24_ WAY. 70055 /A SPAN -R I I p /o/e 45. Oho.," 1 / _ MAt<• TRUSS SPAM /7'-R' - _ I 1 9 P /4/6 A/ef *how", 1 r ___1 I I j 0.0 0+01 Reused 5sed /0�9�9 I • / Pine Of 504 24'- A" /SC 0,r lh.ofwc %en Fir - H 2>t' -R I l r /7007 Cons /r./c /,o fir 122' - A � r 2 Pine, Nor .o *co /t- 1y1 MAX. TRUSS 57AN 2A' R' p /u.s A/•/ Shane, - - - - lS MAX. ?56/55 SPAN 23 P /o1e A4 Sheen, - -_- _194s MAY. rR US5 . 1 SS 22_ p /.r0/ 541 4howr - - Il L ✓oIA/T to' MAX. 756/65 SPAR/ P /ofe As Shown _D'E_, -A CS__ ri _ ✓oilv t, (z Nods per p /ofe 1 577015 I4 GRAL:F 4 eV I MATER/ Att. L For Spec,/ i co /7006 Ste 3 /d 1 • 114 , ' 1 MM- A,41 I .5550/E A GRADS YAU 1 /Pine 0, 704/0/ 1 I /4°n' Consfnrc /0,• Fir " I _27t - -11 - V/?00( Cans /rtecfiov' Fir - 1 ?el R' 1.2 Pir.t .. • 1 MAY. 7OUSS SPAN i •/ Piny Or .Equal 2L=0" 1 tsno (- Co,n/ruchan /r ' • • 2 Pine ,_IS'A , /712 r Cons //AC /ion F - 1 040110104 3 -1) 0 - 0 :0 �O 0 310.0 3- _ 81 5750 /5 R GRADE _ 4'.3 to G• over /ay /1050 one 1 Per •p.. • re 2: /'0' PLATE / MAX /A Nods per S�1 4' p 7L ATS /Y. + MAX• (4 u...9; 4 er P) 1 G - PLAre Y r 13 1 MM 1 .- M A /o/ e per 7) •-1 I S 3 Li 0 0V) �� 0 0 0 0 J�( � _ <>1010 • 0 , 04010 4 o' fe 1 Mar. TRUSS 57.411 /a' - 1 4 cs4 A* -- - Iv .MAF. SPAL/ 27 -4 (6 uo.• /s r0) / =CY FA 1 MA 7,4,455 SPAN 2S =AI 4 /t sfods per 19) r P-94" 7 1 MAF. TRU55 57312 ZA' A" - M1✓.as Per /=44' 1 MAY- •RU55 5.AN 74,0 (A ••••'5 per P) I - -- _ _ - - SPEC /Fl Cf. 7 /ONS 'I D55/631 0474 r r.iss Alex ?4 - /N / -F -IO T vss ez 5aoced 20••. Woek,no 5 /resseS of o/1 ,,..,,56.r* ord Tonne -chon4 • creased 93 f or char/ /,me /4>edn0 TRUSS 577/174 77055 .5744 21_5' 750.5. .5774 /• l'/ltlie 1 i 07 i'O..\11. p1 :4/55 270 llls per p1u-r. 5cith 1 r.::il per 3 plugs spline mo4lificatiun. K /V.4 /�n +/ Dwg. checked by George W*e, / 7_ 744) 55 57471 7o z440 SLOPS 24 "/2 7R6../5) /M 74"44 1V00 ' OF_5 /Ghl /0P ROAJF-L CORP 1175 BURL /A/GrOAA 5r CPA LOCr_3, FLA. 04 7/527• an" Ne. _5,0? 0P4'.• 74.15.0.4 0,05. Ry. p. 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Toi d& Septic Tank () �Z- ij' •, Y { , ( 'v ELECTRICAL p ,) Tmporary Service ; ,: c;�:` Air' Cond. SPECIAL Sidewalks and Clean -Up Ducts Rough �� ^a,- Fixtures Subdivision J ; Address a b 4'4;,',A1;17)- �, �, !,/�'�li /)►. ��", % }na , ,, Rough f \' Fixtures Pool—Floor Walls Top Out and Tub NOTICE: All Sub - Contractors Must Obtain LICENSES and PERMITS Before Work is Started. No Work on Sunday No Work Before 7 :30 A. M. No Night Work. Foundation ') L' V --t` Roofing \C. Final Serv. Mechanical Slab L4J Notice to Builder Protect This Card and Return To Building Department For Certificate of Occupancy 30 BROWER PRESS � C rr r f (( _.J f 1_I��1 r1P1,{ 9, 10 S f (- 1 ri �G Lcrl + 3 PULL- o') r t:?.Y_= M P V 1 r_ t-_ i - O'1" /t C o ,tip c- r D PII �St `trF t- ..- a 1 . z.'= � tit? L.0& D NO. or D€A'A fL4 - 9Alfr .2 t. ,�. r) • 22 4, 1. Pt,:43 ti 7 N. 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(2t./r(f- \�fr r'f��' /20,1)5_ ' • C t C; `:f S /VY' Of J J t C r � '1 ; ` /0 \\tilt 5 Al fi r (/ Ifp -o \1A — r I C) �1 4 4. . 01/ `3 5.crt a'fk)t VIII 1 694 D 1)- • r rI V. P. I - at -- 4, . CGOI._OC: C- T:C F'r - . .AQO t A\ I l■A\ I :5 H o P,'. CI '" i 1. I— ,\ 1 5. r. FO RD 00. 1111 W. Flaqler 3tleat ML'1MI 33, t'LORIDA Phone3: Fit 9.3608 Fit 1.00V L(. 1.0 t Mien 1 G1:1J)H_I 2.c_RX • /? /1 /3 /6" o ( -7,4 . /.2 OA . f / �- o io3 TzS C" Se ' 5 0 b \ so 3 — ,; e� o �l� /7 /8 c i SO /03 Z5 According tip the Plat t11312of U3 recorded in Plat + 4 :OZ4: t . !It Poll) Vj Public, itecorde of Dada County, Florida. For 1)ANIF! fJ1'W41LJ1� Da to •J.Al'PIJ.41i . 1 .1,L'52 c 41 0 ro csact /S 11E121733? (JE1ZTIF? that tha attached 3ketG'11 ft3p14343itt3 1 eurvey i ' ada under illy direction and 1'3 true and correct ✓� Thera ara ax. =3pt ass 3110Wi1. - �_ --- -- - jj I2EOI3fER }D LAND SURV '(OL 3 431 :ifAT Or' Y LORIDA J � ,) �� �'G`,3.5 1% > /3 v/2o A � "c)t 'Pt i9 t) . 23 7 - sTo��i ,` /3. 7:2)., L rt.,/ �0 o y / .._5"4"›. I0 0 r� ( • 7/2 r- � 5 L 1 /,/act _ _c931_ d/0", 0 / ,—.r.?u $ =.1'C O,4 ;1 I l) 6'I %°r35 cu:L C t\ S -I °!t 4 v IO f) CO C 1X(7,2 1 ir 3f.0itl. j t riahrt:J 2.174, i.l A s 1.1 Ik'AFINe t �� t t, ` " , I i4 t, . X11 t,c, f' t .. 1,41 �,ij, UFO ROOM /4 rT /1 4 1 ryp f,' / l e e,1 r. • 1 ;1A1; / -/ 5(3 .r3 /), , /t) ,7 r ( , r • [3E0 ROOM I i ''_ "- vx /',-:2 - ,,,',„, "1.-",•:'" ' E . N ,r1 Li t 1 R CO Ni N1NG 1iCOM /r • 7 7 f!A r H • ( 3 - 7 7 I. CloEat kr E 34 cr 2. insicga most E . 416 •Zo;f., 3. e.;:pr-_,ni.cics ,.111 for reIfl 3 3S --- by _ ';•,r1 2l•ttfortri fcr (1" ;win, --- by 31.jilDriR S. (",,,i; - ' e/ 01;-',rii1S "11 7 _ • - 1 c....vare , 3 Grill Cr insert _ from , irro.i•.?-3 122_11. ;..■. I 1-.4. I •-- drlin . _ 31.ill..1:";.i2 'o. • p . L:11'1 ; Loc:1 . • 7.r" .: 1 .../LE i.•)y "...!c..ar '$ , ' • ;.■'' . t • N o. AIR CO NO T iCNJ' FOR 3F 0 RC, OM 4 • 4 .1 / A /f/ 4fs) ) A §".0 4•) .(-) A \ `11 , i 3 Ai 2475 W. t h LAN F. FLORH y AeGuRt..)■;s4CF Mr; STRiji.; I U'rt.AL 1.;IR LiT HER 'E.QMEEHT:3. _ . . y■ it T 7. _