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I '-.4• U'):7. \ni LVt E c; T 1 }..i 10 a" PLe r0, Q • • t1'' 6LK_ L 'flT- Vo2 i (' r 711 `, , r 4 6 "x IUD JEr c r t EQUIP. R /1. 2 24" 5. 5. 5UPP02T 4" E( ♦ A. 5 er-- r. 36N – h 1/ ,, 44 1 /A1193LE PUS ( 11\0109 cOV =■R, it 5 4' FLY U000 2002 511.1!A!AE2. - - -- sEc__....T 1 C2 i r : ' PIPE. 3 1-- i12.OU_1 Le s. Q 5KI /AUE2 UZ VAcuuu To f UaP 3ucTioq U /M N DIM RET1121 adr k\ \b6 q \kid TE TO EXI5'T'(13 5P210K.11.25 & 'f � G '3 @ f2' r ;,rti!tlieig, pot= rr+4,i ,,:- htore`Y R F t:t . ° f-` s E Sit -licads, i7 1 10 �'& . ���,, 0, i l y e EZ 1 LL PIPE '5(k. 40 P.V.C. Z 2 1 t CO It g ' x t. +. tt"' r 6� : .r 1. cizArte ..tiorls �•;;Ct,lte a t,, It i scram a sqlzy t & t\ 1 > /` !„�`, 3 ?''A6 5oVAGE Pit J I L 1J FILTEJ C E /A L\ f l .. tc.› L1 tP1AEKI` " ELF(.. 5E.R. 7 . r.';411"5 5 1 L:r -61.»- Loi 22 \'1 : s j+ ��L . �o C 2 �� • 7 VL E E.. j ,> r 1 /A1t.hU X31.1`,/ .c..,> Se.c..I �1d E., Id 2 1» 0i PLOT PLAKL 1 L- 1Q 5�VlI -�1a1P 1AY, -37 Q.F. FILTER. Q 1 (020 »PU'dIP 4 2.1C0 5 -7 211.2 POP (3) 3' T'AI I I E Lorru ( swEEp CLEAN) 1r1LEr, , I! 4oJ. Agri-- Vorzrex /A.0 amArA , , .. - r,...... - - a ^-M'•^'sttK:3L+.,�., -,* 6X(5T'.G 4' }l1GN CPAN-L1!1K MICE �» c�r�yrlrrL «i :.:.1 0 /A2.4 n5. C. L. PETE23OK 375 N,E. !OE. ar_ - 51iu2e.5, FG&. EDWIN M. GREEN INC. 775. N. W. 21st STREE1 MIAMI, FLORIDA P11• k /1CI1; e 't— 27- Co4 o£S)GNEa 6RAYiE — AFPROVW 1 AUX 7244 SPAM sp:C.t 4 oa... -. r ••• at "Q✓.4 400 'P" /MG .4t OR AGLMIL MA A'x.f oa SO4 4. too - 1* - 4•44x P,c a. r'Ota•L a 4 L /t I!J4 /L S 110 at7*r_ j LA _ 4../4 TC7411 D1 SIG N LOAD •• SItO /a• L/a t Ito' '8 0,4 t MLL TL:uSS SPAN 34• •• 15 6• 4. j Aux mass sate sit% �• 20 6A. 4 r mutt. Scam 25 G n • 7b • • A fixy... f 1101 //T C / (yn walla yr,,t.) t' • etm (6/4 AWLS PEA BATE l Jo/yr A: 3 . t'O' NOTE PL472 Pos /T/GN pf SIZE it'A m c , O,t 0 AL4t /M3 OR wrEZ L/7 W 7po CMGiD (A 5 SHO (•• r. am. T7•II') 3 �o ''tk M. j M4L Ttc/SS SPAN 5L' -O ( 0 NAILS PEA P(A (PL•'It 115 %MOWN) • It 3.. - t: 7ttl SS f..P.A 5l'5 (4 /JAVLS Prtg 7l1 (PL(J63 •407 SHOWN) / •I � .. MAX Teuss SPAN ts'.b 4 Na /LS Fr..AT & / PLATO AS 6NOw N) CS M I r /•(4• ! le to tut 77S4i1. SALM 114's 7'• o •41 h 4146 73411, LIME 14:8' - ` ALT JOINT G rA M' 0.4 SPA. t •f•• lW'1 A! /!t 3 s;s_ a,A7 4- Rev t /i. -ht AIALf TR••• .1•1M1._ ills' »LLe.?✓13t!. 1.1ALF ELEV.4T /ON OF TRUSS CALa ; •1._0. `a0 / N j s.4: �/4:.. Ow! Posh ov ! sips sre AAA sze - ovar , wNs (As SNOW') 4v1s A/ tT M4 C LSAa a a{' -O'• MATER /A L /r AccoS mcs W 1 '4'4'.W4I. 54 SC..., tar mum /av alt L.••a..•• L••■•• • „a •••14•4463' MN /.[a. awl /Ma 111 4.44./.• R•44 V - MA4.tl•a /.t MM AW Ile• V vM•. w. /a - Amy < N/1 • l V .a [ut.t. Of," ao. "4 V Ar • MA.t ap✓tavl• q'It, Ya••••irG.a G •auga 111 puma I•• 4'A. If - (Nail 5• Ask /Y47‘) MA /L5 Att /Y4T! 7'• / S • 4t 5Pt / PICA s 11 to• J41u7 b' , *tax Mu SS 5/14N 94 ( PL•TT 65 5,46`,04) MAX Teu11_ fit( N 55 (Ft!/6 N4 6NO MOSS 5A4 7B',8' Ac 47,1 45 34 1C 1 V4' Jolt': �. ta(z .vu4 s P>1A__ ,A NM1;- Ot.. ;.�. a sr•AL .01 .. 1/1 •7x"4,7 C•d p.,• A• ILlyee ••Lt •Tara "yr l./ A. 4 OA •a•-t4 *TN A. 6 ty peg") •• 34 • (wHSr 'vGTIO '• L. futrao• $ ..• •:••• /i.a/ w •CC0•044.1 v tM • a 7 4. A. 1tf) L'G,.ft ALA , t111. n N ‘m$7•44.10 •M 1 0 S GIs/6N DATA 41000 tK ua RAL LOAD. 43fP$ R ✓3311 1A4 Cl/ i; 204/44 /7X 114/64t/46106 •a/it 11764••JS V Aµ mowari► AM• LT •••••‘• +'c••■••1 11141 •Mall Ttre LwewO swatts 7suSS SP AN L4'• Of sum if •I nwss 1+ s PISI ?J Cons. V Dot tots*, AA Gale f .uO N •8409 W wl IV, r. • L 061.&ALI/ UPLIFT P/2 * P/0 720' UPLIFT REACT 10 u 240 rn 9'I O" b 6. 90 . 5440 12'0" P• 50 2 : 9.900/ p • 10 6 2 • 12= 2400 484 9'- O" K 3. ALL TRUSSES TO BE V -0" o, c. 5 LOA06: - ELAD LOAD OF ROOF • 20 p. •, f. LIVE LOAD ON ROOF • 30 p. •. 1. LIVE LOAD ON CEILING • 10 p. •. 1. 4 56 0" * 40* h 12' 0" 3•' -0" RI • 18000 A2 • 1' /2p • 360/ R • 22 STRESS DIAGRAM °• 514* SPECIFICATIONS 1. FOR DESIGN SPECIFICATIONS SEE TRUSS NO. 28 -31 -F 0" d 1 2. DESIGN LOADING PROVIDES FOR 5 p. •. f. ADDITIONAL FOR HEAV ROOF COVERING. 480' NET UPLIFT ' 20 p. •. f. UPLIFT PER L. F. OF TRUSS • 2 • 20 • 40/ MOMENT @JOINT "D" • 18(720 - 240) - 460 • 6 • 57600 lid = 5760/5.25 • 1097/ • dm6 - ml6 / \ dm /m16 : 18/6 • 3.00 (SEE DIAGRAM) 3.00 m16 - m16 • 10970 mils • 549/ dm6 • 549 + 1097 • 1646/ JOINT "D" dm • (18.75/18) • 1646 • 1715/ 1715/236 • 7.26 (PROVIDE 4 PLUGS PER FACE OF MEMBER) 12'• 0 " e 720 ALT. JOINT CAMBER BOTTOM CHORD 0 /d" JOINT D 3 "'I O" (Q /JAILS PER PLATE.) G" O ' ' 7 0000;0000 O 0 O O J O I N T C - I (BOTT. CHORD SPLICE C4 LIAILS PER PLATE) 1' 4h, S C ( W/ BOTT, CHORD SLICE -I . 0" (1 UAtLS PER PLATE) - ALLOWABLE CUT LUJE la GA, 11. t7 r HALF ELEVATION :JO SCALE 1JOTE'• GOIJUEGTOR PLATES TO BE IAISTALLED OLI BOTH FACES OF TRUSS. JOINT C 5 ,x, 1 _ (4 )WAILS PER PLATE ) JOINT A C._)JAI LS PER PLATE) 0.0 Q0 0 0 0 0000'_ T . 00 0 0 0 0 0.0 8 46 WOOD TRUSS DESIGN FOR RONEL CORP. 1125 BURLINGTON ST, OPA- LOCKA. FLA DATE: 6 - 19 -56 JOB N0,56108 DWI BY: R.E.A. DES 87 ; J.R. II OF TRUSS SPAN TO 36' -8" SLOPE: 31/2 :12 TRUSS NO. 36-31- F