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775 NE 97 St (7)
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I I . , 0 , t ' i s t s i 1 : 1 1 -,-......--_ ! 1 , g I ; l l ---- 0 00.100 0 .01+ 0 ......L...i. 0 I • j • . 8 --P 20 s s • 5 - 0 4 c 1 BOLT LEDGE STRIP 4' - 0. C. FASTEN KICKER W/ MURR• CUPS. . I Oz TYPICAL OVERHANG Ate plown iptorov et% imsor.ct trotiti s cortnrottamo assaottin, plettbint!, electricsl nnel rcrairsuc • ce8es sof nu? Shores \rainy.. The At"' huileser are chat egi yea ittowletilte of retl!intions whether er 117t•scificetny intlicntedherele. teel, str All reisaferceci sucture framing, plumbing, electrical wiring Red roof flushing um sot be concealed hefore INCE -------------------------- ---- ?Mitt "P.M roMIC -------- -11;;;;;;iiiis ' seal I 1 .- o_ b eoe �� .rsce' f /c=o STRESS DIAGRAM SC AC 3z/ h e - o' c e TOTAL LOAD r 3 S • SPECIP /CATIONS A/ or For d 3Iyn specification see Tius� Mn ?6 - BI - r ° b e -d ar Symnn. Abeut E --� t.10/NT 3' -r -0 (9 Noi /s Peep /ote) ,./0/NT "C' (2 Nods per 'tote) SCAC[: r - / -o Note' Connection plates to be ins/oiled on both feces of /ress. All connectors 18 ga. RONEL plates 270 lbs per plug wi 1 nail per 3 plugs splice modification Dwg. checked by HALF ELEVATION OF TRUSS MAX. TRUSS SPA A/ /L' M AX_ R{[3S SPAA6 /5 -6 SPAN 160=8 RONEL balbyrip SYSTEM APPROVED POR RONEL CORP. %< 0 0!Q 0 OKO ✓O /NT i9 " RONEL CORPORATION PITCH /O'r- 1 .41.1s per .P 'I 4 oi ss/ p e..� 1255 BURLINGTON STREET O A- LOCKA. FLORIDA /G 8"721.15S TYPE 44" Z —/L STRENGTH ECONOMY QUALITY R SHOWN CAROM) M. F. CATE 7//0/59 1 SHEET_IL of_ 4 '. ✓c "NT •c ✓O /N 7 0 734" C 1 • ;. • A l ✓. v. •.2e A I i •35.4 ^ . t t t 4 t t t h t lam' /..St.' /M1 /.M. /.df' /.bb' /.A6' 1 t 4.57' 4.68' 7C =C' G /P,DER 771.1Ss — - 7 7 ! 0,,/-'4M - - n __ T o p 9 f /66' 1.6G' 4.52' ✓O /NT - D' - (lNo,4) 7.34 J ✓OIN '8 "(c.ve.iii DQ7c: r -5-5e J n9 MO: S / 09 1 4 mu": 48.5. JO /NT L7 rA /LS S CALE 3'•/'- NOTE Caonec /,on /Lfl- /o be /nbw//eo/ en eoch fete of t•och member SECT /OA/ A -A SCALE lir•L',5' fo /Nr ' (No, /s) -34'o "6oble 7hu44 R7=0" O.c. PT /N r ,4 - ( No i3.) Amu LEVATIoN OF TAU55 SEALE '•/ -cY /5E 4/ PLAN u ALE All connectors 18 ga. I;ONEL plates 270 ibs per plug with 1 nail per 3 plugs splice modification. 0 ..� TRUS SP "A/ Pitch: 2:/2 nuts Ua ZO- /G34-D WOOD 1 55 PAS /GA/ /er A ONEL CC. ,P. /070 F, 32 S7. C//4LE44' !LA• ::6lofzi" ti r _ — 1 . 777 weft. a+r•e7 ; ;is d' . -dt'At k" j•AcAry-- i ,i, /6 MpX TRUSS S PSN SPECIE Gt2pDE 2c,'-S" 2O -6 °I kD PNE a EOL , .1'._ 4 26 -0 & 1 P1 74 E 2.1-3' I500I INDUSTR',SLF;Q 1• 2 5 1200 IN DuS•R'5.L F1R 2o' -a I2 aIN¢ - 1-e CoNsT GR.cE F1 A.,X1USS "SPN SPECIES =RADE 2c,'-S" t2 PINEorE Z 1'-8" CN5T <3RdD5. F12 Go. a 9" l0 "Go 4 Nol to pas R 9 20 's r2 -- - 4N. 1Is pO-r R e," 20Go Q. 2N�IsFa.R � 0�0000000 0;0 0 0 0 0 JOINT C:1 (DOT TOM CHORD 5PLIC _ S5L b ti L13_ M,7(. T Q U 55 5 GAN 215 mix 'TRUSS sPAr 23'8 Mp2TRU5S 22� -1 2 TPU55 stAN 15e L/ 067L Lj3 L/4 22 . s L Y 113 L -- - L TOTAL DESIGN LOA)= 55' ca 12'. t_ ( - Ci' STRE5 DIAGRAM t "• 2o+ , NalI P dr R 6 67 L e L JOINT !_ S vo ii 3 1' -0 0-O ) 000 ' O.O O.O b 4.58 L f 55 L MoX TRUSS SPAN 26 • Plu4,3 rOf Shown MAX. TRUSS SPAN 23 1---- Ptv65 not 5ti+Ow s i � MAx. T2USS 5PSN1 2'2 17IOt¢ a3 Shown 4MX. T2U55 5D&'( I9 1. 3h, t MAX. T2U5 5GA l6 ptafm o5 Shown 0 2 r SYMM. L.SOUT . EXCE DTI FOR 3CTTOM r14Q515 SPLICE (ONE PEIZAITTED) NOT 2. 1 CM5E0 DOTTOM CHOaD -3 -4 All connectors 18 ga. RONEL plates 270 lbs per plug Aith 1 nail per 3 plug splice mo3ificatios. /, X/? (? JOINT D 7 H LF ELEVATION OF T2U 1960. 1]AX.TR055 - - - - ' T Na 115 F2r to'2 18Ga 1,14" TRUSS SPAN 23 6 No11s K'xrR T ` - lo 20 Go . 2 4X.TR sPt 4 21 - No115 9" 20 6 Ho i5 Fq.e 12 T 20 G. 1 `laI 5 R. T 1i 3" r2 ■6x. CL-E- 50 N 2G' -0" MAX T 2U55 5P6.1 26' ;07+4o Out of azorina Plotml O 0;0 O•fe ,PTO C 0010C10000IC OOIOiO0'0 'o L L T. JOINT Scol¢: 'ma "• I'. p (t.// ?OT CNORD 5PLICQ/ 3•(• -o." GRsDE J01NT ;. p., n+ N 'S Per 3 " • I , o" '14x. TRUSS 5P:N 11 L X. T 55 SPAN 15 -8 4 I ‘.'4 P =. 7+ JOINT '24 5 PAN 268., LUM5ER: IN 5CCOf2'4'4CE KITH N8TION AL 7.1513N 5, C6TI'N 472 STRESS -055EE L, 14E5E0 1 F657EN 15+25 BY N L. N.5 s F445 MINo+Il. 4 F'RODERTY STANDA255FC ONE {rNOJV,N3 vN17 51•PLI - ' NAILS TO 5411 GgGEr 12 LONG STEEL 11 5COTCN • 02 E MATE RIAL5 SPEC IfIC5TION5 12 JOINT C 47No115rea- D�DE COUNTY ONLY 7tf 64 • 3" 2 8 JOINT ' , CONNECTORS 'ONEL CONNECTOR 2L2'E5 51.452ED FRcH 9G 6. ELEGTRO -G 4LV.51 EEL PL/4.16 IN CORL6NGG WITH A. 5.T.M. GESI' A•2db(0 RE NO'ED B54. ELECIRO'S6, STEEL 21N 5.CCOk54NCE'YITN 1557.14 A - 255 'RONEL PL44E5 TO t•4 IN516LLED ON 52TH FOC!S CF T91.755 JOINTS. 6" 1')16L LOCO 55 254 TRV55E5 SPACED 2 w07.10N7, 5Ti±€ SSE 5 ■4 Li_l r+EN5E55 417,E GEE4 I NCGE4LED '.4 FC2 SHORT TINE LOD D•NG TRUSS- 26-II-F -40 Y.14 41<t)09UK 44•3111 229 do 7174, 5147E Cif FL021L& TRU55 SPAN TO 26 -9" SLOPE 2L[ /2 DESIGN 0575 WOOD TRUSS DE SIGN 20NEL CORD 1255 3UR7 1435ON 57 0744- 1.074114. FL6 DWG di6,1 7454 519/61 IGF I Mt nsyss sea• lutes Le 4.0411 51114841 • •I.cA Plns or (pro( * • s. 4. •rtes' "1 ..,.. SO• •t P;,, - _ 1" . ; O�000 51114841 • °';.r1 0 © 0, 1 0 • * • s. 4. A•f. rasa SPAV 1 .14.81•14 * 51114841 • J•'.. 'PiA r * • s. 4. •rtes' "1 ..,.. M 1•• L14 JC /N r D" (i .,..fa free sr•I.) t Ns L/4 517:1E SS DIAGRAM ,". ,e. I MAY. TRUSS sp1A1 ?44%, TAUS'• SpAsJ 30 - 8' f cis 3 ,. ,t O- s _ s .. 1 t /O/Nr C•/• ()edI Cr+t. 3Pfnct) •r.d.o (4 ✓•f1 ••■ Peale) 4 for 3! L 4 f (8 Weals pp./.) Ito" 4 (G W.,I. pe , *l•le) 1Ot R (6 AJe,(s p er p! A•) 0 0.0 0 b,0. o; ;C:z_Q 04 0000000 ( • • •• 3,4,44 Alruf it Prey* /be I14 d ••n/S.t••a (a.. pnM t,. /) wro ✓o/A. /T " r•,' 3to .- q(. • Poone te. r ! r cow br l E..v c. . r.I ce -i: (As a4...��. l 4 19 64•* (1 Nal /y per Ptc e) (7 Neils Per p1.l. 1'.1't" .0 GA. ft tf t• R 35 SPAM 8 ., p1. w • M All connecters 18 ga. RONEL plata3 270 lbs per plug :N it 1 nail per 3 plug3 fD splice u.o•lificaticn. �J _a • Q :4.00 i�. of 0 0 0 0O O o 0 #O O 0.01 � _ 0 _ O 0 ALr. ✓O /lvr •e. (w /eorr (*alto Aluu) - ✓o t c / �` T✓o,Mr c '.. Aat ro r MAP. tR•ISS SMA1 34 (P./t .n 44.+) MAP. r4✓SS SPAM 53••e' (ctrl. At.• •••••) Not r4✓SS 3044 1 •M •A L4..,..) Reosed Rtr,s./ Pd..• ,6/7/51 r1./1e MAX• 1A ISS say. 34c 6•' AP. rR ✓SS SPAU 30' • 8 (t A/11 fre - 1VSfv,r MAt. CLEAR 3PAN 34'• M41. TRUSS SPAN 34'' LO✓I /o o✓/ Q' £.w pale) NALF ELE✓Ar/ON OF rRC/SS P r. SeA.a G - A (& A!4( /s p«pIQ I - R (e 11.4 pte p443 It 5 - R (e p•' P1•re) ! -I '• t (4 - 5; ; r• c.. • j viti',O 0.0 O 0.175 0'00Z5� ?�'a'O001c ;000000•03rt. ✓O/,V T A JP ,, _ 11414 Koh 41444 and 14a for 1.4 1.4 0.4••••-4. (4* iA..»). AX. !Russ SPAR 34;13' lugs Dwh) A ar. rRVSs s.AV 3P -8' Ptah •s 344,4) 1144 tR✓$$t 1•411 L7' - 8 Itoa • Lft/ 1A•u.. ••• rR(JSS sMM Z3' -8" (41.1. .• sA. •v..) 5iy , 1t DADE 'OUA/Ty Only SPE CIFICATIONS CI 5ArA 1/0 /Air 'a' or 1/1.11 ••• 41*'*) MAriR /AL L LIAr••R Lf, occo 1.,.4 84 'A/.r Ott , .. S /tcd,c o /ions f.• $/rots • 4 664,44. 9 ds f.•I•n 13 r M L A/4 .nJ I ML 'M.rrno...a 0•op4s t/an yr It Ie. Ont .•+A •h. Lr,nl /t' 4•■• I,1•30 UP/c hi 14 .4 • /1 L•n4 trtc ro -Got•• y tg.o,r.1 Ar/.. 31•4,944/ x 'raw( cowAttc rod* s '/rD..lr c .#c pt.4• Sf.••p.d /r.- 10 C 4 (eIO 6..t. ttl *(.l• n Kr8T ant. v,.A A s r C4344144 [aAtr MIN P t Q. c / 1(t s / 6. ' 1/• r. 4re/• n+ . c.IQ•ne• w lA A .M ors 4•P41) po ii »(o I. Lr nah/4d on poo•/a 1, •, • ti ✓AS .1.1n /s. 1RISS 1PA41 � rs 34 a 3LOPt t10.1 y t *off I w muss O1S/6A/ feq .•fC)+VEL, CORP. III! Lu4LU4r1*w St, situ L•tKrI• YM. DOR D NO )V0 EHt31HEER 7174 1 473 STATE OFFLA 4 44v-4 41 IC a fCt. (6 WAILS PER PLATE O _ ) . - o 0 0000 _0_010 O Q0 • e -0 O O O 011:' O 0 :1 0•010 0 O DWG 1479 TRUSS SPAN TO 34' -8" SLOPE: 21/2 : 12 TRUSS N0. 34 -1H6S • F WOOD TRUSS DESIGN POR RONEL CORP I12S DURUM TON ST • PA- ; R " F Y:AI.AKDORUK NGINEER 717 TATEOIrFLA UF'L;FT REACTi01.1 Z- 4 MAULS UPLICT -a ut LOADS DEAD LOAD ON ROOF - 15 p.f LIVE LOAD ON ROOF - 30 p•f LIVE LOAD ON ROOF - 10 Fat JOINT U 4 LIAIL3 PER PLATE) 0 i;i O•000T 5oTH SIDES f, JOINT "A" LOAD PER L. F, @ CENTER 20' OF TRUSS • 4.5(15 + 30 -4. 10) • 247 Ib.. LOAD PER L. F. @ END 7' OF TRUSS • 1.5 : 55 NET UPLIS ? • 20 p. a. f. ASSUMED UI • 4.5 . 10 . 20 + 1.5 . 1.20 • U • 1.5.6: 20 U •.93 +.18- MOMENT ABOUT JOINT "R" • 7(1.11 -.18) = 6.51 H •6.511.14.5.7 • 83 PI • 5 247 • 1.23 kip• P2. 5 247 • 1.23 P3 • 2.5 : 247 + 3.5 . 88 + 458 (REACTION FROM FUP OUTRIGGER) • 1.37 P • 3.5 . 83 • .29 R - 1.23/2 + 1.23 + 1.37 + 29 • 3.51 NO. PLUGS REQUIRED PER MEMBER PER FACE • 5.7/.472: 12.08 2.- STRESS DIAGRAM I' • 2000 JOINT E V ". 0-0" (2 NAILS PE2 PLATE) 5 SPACES e • 0 -5. :. -3'a 4 BOLTS y/2. 2' I VIVI VAVARkS ILI Net IK11.ES 3.51'• � BOT `4 I065 - 2.6 BoTU SIDES - O L LL. O = -r, -ti' 9 0 2 0 0 O O OO` Q O O JOINT (G WAILS PER PLATE 5T'k4M. ABOuT- JOIUT • Y 2. ALL TRUSSES TO BE 2' -D" 0.0. �DIA.11. A DO 20 GAGE IQ u/ / 50 MAILS EA0./4 FACE - OF PLATE 2. G'.19=6 B0T4J SIDES QTTOM C11,QD SPLICE I;5TE: CAMBER B0T. SPECIFICATIONS 1. FOR DESIGN SPECIFICATIONS SEE TRUSS NO. 34 -1 - r 11 O- • V 18 GA. it � SPLICE _ 0000:0 0 000 e O • • 1 • • • BOTTOM CHORD SPLICE 3" • 1' -0 OINT Y (v// IS GA. CORN. k (4 NAILS PER PLATE) 7'/2 5 MAILS (TYP.) 6' BOLTS 7TD. Y: ERS 61 :gLES - 1500 F (OUST. FIR J01111 -- - F;�JOn T' . I) O• L04G O5 T0 4 J SIDE 15001' :DUST. F:R C J O I N T Y (BOTTOM CHORD SPLICE W/ 20 GA. COHN. k ) 9'•I' -o" 4 WAILS PER PLATE.. Ail cooliectors 18 ga. RONEL plates 270 Ibs per plug wit nail er 3 p <a { splice Inodifcatior7. .) . , . (1Ir l it Dwg. checked by • ADO 20 GAGE It 5'4f. It 0, /53 MAILS EAC4 At3 OF v'01W T. BoTM S1065 2 =4 ? 7 Az" L - SPLI[E 0000 00000;00000 c -0 e ® e)e- e -e -e -e 0 C; 66® 000 00 7 20 GA. R . - O • 2.3 • J0IIJT"R" .JOIUT "E" 500 "{ CONST FIR • • • 7: p . 12 17'L O" 1J0TE: ALL 'AJEB mEIABERS TO P,E Z•4 CO1s15T. GRADE FIR HALF ELEVATION OF TRUSS 3i+ • 1 GOUWEGTOR PLATES TO BE .MSTALLED 011 bDTH FACES OF TRUSS • J01 u T "Q 0.0 0.0 1- -. 1_ 0.00.0 JOINT N S "• I=0' (4 NAILS PER PLATE) REVISED: 6 -IS•SB JOINT Q (12 MAILS PER PLATE) - 2.6 toT14 SIDES 1•510E FACt of. & k1ALL 0.0 0 0.0 0 0 0 0.0 0 0 0 0 0 Q_0 0- 0-- 0- 0-0-Eo- Q G-0-0 O 000000000 C5n -�_Q O 0 0 0 0 0 0 0 0 0 0 0 0.0 2.4 (MOCK TO REDUCE EtEWDI6JG STRESSES 3.110P U.OR D b zI.7 a d - zl.7s'. ♦ 15 4' 1LSSSI 44v-4 41 IC a fCt. (6 WAILS PER PLATE O _ ) . - o 0 0000 _0_010 O Q0 • e -0 O O O 011:' O 0 :1 0•010 0 O DWG 1479 TRUSS SPAN TO 34' -8" SLOPE: 21/2 : 12 TRUSS N0. 34 -1H6S • F WOOD TRUSS DESIGN POR RONEL CORP I12S DURUM TON ST • PA- ; R " F Y:AI.AKDORUK NGINEER 717 TATEOIrFLA UF'L;FT REACTi01.1 Z- 4 MAULS UPLICT -a ut LOADS DEAD LOAD ON ROOF - 15 p.f LIVE LOAD ON ROOF - 30 p•f LIVE LOAD ON ROOF - 10 Fat JOINT U 4 LIAIL3 PER PLATE) 0 i;i O•000T 5oTH SIDES f, JOINT "A" LOAD PER L. F, @ CENTER 20' OF TRUSS • 4.5(15 + 30 -4. 10) • 247 Ib.. LOAD PER L. F. @ END 7' OF TRUSS • 1.5 : 55 NET UPLIS ? • 20 p. a. f. ASSUMED UI • 4.5 . 10 . 20 + 1.5 . 1.20 • U • 1.5.6: 20 U •.93 +.18- MOMENT ABOUT JOINT "R" • 7(1.11 -.18) = 6.51 H •6.511.14.5.7 • 83 PI • 5 247 • 1.23 kip• P2. 5 247 • 1.23 P3 • 2.5 : 247 + 3.5 . 88 + 458 (REACTION FROM FUP OUTRIGGER) • 1.37 P • 3.5 . 83 • .29 R - 1.23/2 + 1.23 + 1.37 + 29 • 3.51 NO. PLUGS REQUIRED PER MEMBER PER FACE • 5.7/.472: 12.08 2.- STRESS DIAGRAM I' • 2000 JOINT E V ". 0-0" (2 NAILS PE2 PLATE) 5 SPACES e • 0 -5. :. -3'a 4 BOLTS y/2. 2' I VIVI VAVARkS ILI Net IK11.ES 3.51'• � BOT `4 I065 - 2.6 BoTU SIDES - O L LL. O = -r, -ti' 9 0 2 0 0 O O OO` Q O O JOINT (G WAILS PER PLATE 5T'k4M. ABOuT- JOIUT • Y 2. ALL TRUSSES TO BE 2' -D" 0.0. �DIA.11. A DO 20 GAGE IQ u/ / 50 MAILS EA0./4 FACE - OF PLATE 2. G'.19=6 B0T4J SIDES QTTOM C11,QD SPLICE I;5TE: CAMBER B0T. SPECIFICATIONS 1. FOR DESIGN SPECIFICATIONS SEE TRUSS NO. 34 -1 - r 11 O- • V 18 GA. it � SPLICE _ 0000:0 0 000 e O • • 1 • • • BOTTOM CHORD SPLICE 3" • 1' -0 OINT Y (v// IS GA. CORN. k (4 NAILS PER PLATE) 7'/2 5 MAILS (TYP.) 6' BOLTS 7TD. Y: ERS 61 :gLES - 1500 F (OUST. FIR J01111 -- - F;�JOn T' . I) O• L04G O5 T0 4 J SIDE 15001' :DUST. F:R C J O I N T Y (BOTTOM CHORD SPLICE W/ 20 GA. COHN. k ) 9'•I' -o" 4 WAILS PER PLATE.. Ail cooliectors 18 ga. RONEL plates 270 Ibs per plug wit nail er 3 p <a { splice Inodifcatior7. .) . , . (1Ir l it Dwg. checked by • ADO 20 GAGE It 5'4f. It 0, /53 MAILS EAC4 At3 OF v'01W T. BoTM S1065 2 =4 ? 7 Az" L - SPLI[E 0000 00000;00000 c -0 e ® e)e- e -e -e -e 0 C; 66® 000 00 7 20 GA. R . - O • 2.3 • J0IIJT"R" .JOIUT "E" 500 "{ CONST FIR • • • 7: p . 12 17'L O" 1J0TE: ALL 'AJEB mEIABERS TO P,E Z•4 CO1s15T. GRADE FIR HALF ELEVATION OF TRUSS 3i+ • 1 GOUWEGTOR PLATES TO BE .MSTALLED 011 bDTH FACES OF TRUSS • J01 u T "Q 0.0 0.0 1- -. 1_ 0.00.0 JOINT N S "• I=0' (4 NAILS PER PLATE) REVISED: 6 -IS•SB JOINT Q (12 MAILS PER PLATE) - 2.6 toT14 SIDES 1•510E FACt of. & k1ALL 0.0 0 0.0 0 0 0 0.0 0 0 0 0 0 Q_0 0- 0-- 0- 0-0-Eo- Q G-0-0 O 000000000 C5n -�_Q O 0 0 0 0 0 0 0 0 0 0 0 0.0 2.4 (MOCK TO REDUCE EtEWDI6JG STRESSES 3.110P U.OR D SOT TOM C130Q0 SPLICE � r.".---3— �_�SEE B' - O• KIT • O (SEE - muss A10. 34- 1143) JOIUT O. 1" FOR SDL -tCL 4 C.' 4' -IY4 I '11 G 1l'- O" .45‘ UPLIFT REM- TIC-- 4'C 4'G' UPLIFT h t 8.31 " 4 t . / Ah . 50' JOINT "M'• UNIT LOADS - SEE TRUSS Na 34 -1 -F MOMENT 43 JOUNT "M" DUE TO UPLIFT • -9(.6{ - .11) • 4.5 31.1 6 0,O I_ O o '1 00 0000 0.0 0.0:0 00 _ 0 , 000; ,p • 0 0 0 SPLICE. I 0" le GA. Oa ALT. JOINT 0-1 (W / BOIT.CHORD SPLICE -18 GA.CONN. IL) (II UAlLG PER PLATE) .50 H r 4.50/ a L: 50 NO. PLUGS REQUIRED PER MEMBER PER FACE • 2.50/.472 • 5.3 STRESS DIAGRAM CAMBER BOT. CHORD Ve/C4 CI ?JAILS PER PLATE) 4 a b c d f JOINT 0-1 l W / BOTT. CHORD SPLICE - 20 GA. CONN. Il ) b" h t S -0'N ADD 20 C.A. PLATE 2 4 8" w /18 IJAILS EA. FACE or JOIIJT. t (s'VIY3 ABODT) JOIUT `11` (SEE TRUSS ).20- 34 - 143) JOIEIT 15000 COUST. FtR HALF ELEVATION OF TRUSS S GLI E - G JUTE: cOLULIEGTOR PLATES TO BE /USTA LIED OLJ BOTH FACES OF TRUSS. JOINT A 5 I' CO IJAIL5 PER PLATE 1 ADO 20 GA. PLATE 4••I I ✓L• •/30 LIAO LS EA. FACE OF JOI?JT. do lull "K' lV2" CC UAILS PER PLATE) T T r'1 1' Tr"T - t T r - tom. 0000010 00000),0. OO9O L 0 O .. JOINT X (807T. CHORD SPLICE TRUSS NO- 34 12 0.0000 0 - o 0'0 0 0 0 000000000.0 JOnJT '12 (SEE TRUSS Uo. 3 - a) /R „0131T A.\ • 4 VO" SPECIFICATIONS FOR DESIGN SPECIFICATIONS SEE TRUSS NO. 34-1 -F 2 DESIGN LOADING PROVIDES FOR S p. •. 0. ADDITIONAL FOR HEAVY ROOF COVERING 3. ALL TRUSSES TO BE 2' -0" o. c. All connectors 18 1 *e. 1 ' L l�l tl■< 270 lbs per plug with 1 null ••(r 3 plea�'s l l ''� f- OG4' sLt1 Eplice modification Dwg. checked by - REYISEo: - 19 -56 4Y4 ..- OU15IDE FACE OF e" WALL. TRUSS SPAN TO 34'- SLOPE: 21/2:12 TRUSS N0. 34 -1H4 - WOOD TRUSS DESIGN FOR RONEL CORP. 1125 BURLINGTON ST of 4- LGCKA. FLA. YACAKDORUK DWG No ENGINEER 7174 1478 STATE OF FLA • • _� A00 10 GA IQ 2.5 r w /I% UAt L'S EPCI4 F O CS O JOIUT WIJEU - 10 C4A. CO4.fu. IL • .0 4.0 USED r S PLICE JOINT N 1'- o" 4 IJAILS DER PLATE \ JOINT M UNIT LOADS - SEE TRUSS NO. 34 -I -F MOMENT @ JOLNT " DUE TO UPLIFT • 11(.68 -.22) • 5.06 - I H v 5..06/2.21 • 2. 29 NO. PLUGS REQUIRED PER MEMBER PER FACE • 2.29/.472 • 4.85 STRESS DIAGRAM 1 Goo* 0 JOINT K (4 PEB ot_A re) 1 A L LCM/AOLe CUT' LAie MI PLATE 9VMM. A0OUT tsars: CAM06ra BoTT. CI4Or4:o 5 /a QD " JOtlJT •U • JOINT L (4 11AtL5 toyoz PLATE) SPECI FICAT IONS 1 FOR DESIGN SPECIFICATIONS SEE TRUSS NO. 34-1 -F 2. DESIGN LOADING PROVIDES FOR 5 p. .. 1. ADDITIONAL FOR HER./ T ROOF COVERING 3. ALL TRUSSES TO BE 2' -0" o. c. JOINT 0 r- 0• �0 IAAIL5 DEW PLATE J aw - '1 " HALF ELEVATION OF TRUSS ^b' a -d iJOTE : COLA-MC PLATES TO BE BoTti4 •ACYS rX Tt854 (S is O 00000000 • 0 ( Ole (;) 0 46 • • •• ••a ••• 9 i SIJI jCE A00 to C d ► . t - 2 81111' w /10 LA)L5 EACH FAce Gc Jaw WNEU TOGA. CO44:1.J. tQ 1'S US60 JOINT W (W /OOTT. CHORD SPLICE) '�•• I ' -0 • ( !j AWLS PEct PLAT-Q. JoiLJr 'L "I0o•f L?2L r- d ALT. JOINT 0 (W /BOTT. CHORD SPLICE) 5 . _ 1 '_ 0 • PUAI L7 DE¢ PLATE 11 All connectors 18 ga. RONEL pI ttos 270 1bs per plug splice modification. :? ..'LI.( .iS,),! J 1,1/4.1 Dwg. diacke.J by REVISED: 6 -19 -51 !USTALLEfl Ou Jour 1►' (SEG TIZ Y 1.10 '24-1N1 Co -10 GA. OR le Gs. COUu. 1 10 GA. 0W i0 4A. COLJIJ. 0 (A00 )0 'JAIL., IUio 8077. Cu0¢0 0U EACH CA.C1 Of. JOIul 1816441 I1CA. CODU• 'C K US6o. TRUSS SPAN TO 34' B" SLOPE: 21/2:12 TRUSS NO. 34.I113 -F WOOD TRUSS DESIGN FOR RONEL CORP. 1 12S8URLINGTON ST OPA•LOCKA. FLA Y.M AKDORUK DWG NGINEER 7174 1477 TATEOFF � 9K UPLIFT RE•NCr101.1 'aelw .455' b ✓ Q VDU FT Z. 0 „ .725 " 4 r 9 Co' 0' - 0" .21 e 42r UNIT LOADS - SEE 116U3)S NO 34 -1 -F '4 - . .42 MOMENT (.' JOINT 'K DUE ' 1'O UP1.1F T = 13(.68 - 26) • 5. 46 3I H> JOINT K H 5.46/2.71 = 2.01 NO. PLUGS REQUIRED PER MEMBER PER FACE a 2.01/.472 • 4.27 X8 4 .72 ,fir . 4 55 w- 1 2 .04' .2C. < STRESS DIAGRAM 1 "= c000* L10TE: CAM(P61L eLrr1 Ll 0 b e 4, 1.0 GA. Oe 10 46. CaJV, ADD 2 A e 4: - 'L 0 4 . 102 wit0 UA■LS EACIJ, FACE Oc -3U v.l'aEM 10 C7A.4 COCA), f 1 USED r2oJ • 4 COUST. Plc / JOI SYM VI. ABOUT 246 4' -O• co" -I JOl UT ° J (BEG TKUSS .0.A-:1411 5PL1CG e 0 "0 O 0 0 10 0 • 010 O 010 0.0 , — COU,nzucnoU HALF ELEVATION OF TRUSS ' JOINT K 7J• = I' -0" (4 Pet DLATE 1 - D" 4113! VOT'G� COLMECTOR PLAres TO eE 'S.STALLtQ 01..J i503 - 34 FACES OF TTLUSS 1• FCQ SPLIC J.21 ALLOWAOLE CUT l-3-(E 1u DLATE 0.0 C•0 C•O 0.0 Co" (4 s AIL.> DE1 DL ATTe) JOINT J-2 W /80T.CHORD SPLICE) �8 AJAI Lei D62 ° �PL'CE T�L.ATE� 7. 2. Co 1 "C'COUSrzL)c loLJ Pe cJ ("£E Tt 41 ' -(141) ,JO iLJT'ti _ Uc 2. FOR DESIGN SPECIFICATIONS SEE TRUSS NO. 34 -1 -F DESIGN LOADLNG PROVIDES FOR 5 p. e f. .ADD(I1ONA[. FOR HEAVY ROOF COVERING. 3. ALL TRUSSES 1'O BE 0' -0" o. c. SPECIFICATIONS ' •.4 - 114 1 All connectors 18 ga. HO��i1 p1:11es 270 lbs per plug with nail pt 1 7 vplice /codification. ,' ,(,,. ,/ 1j' A? Cf Dwg. checked by f ` ( �E3 REVISED: 6 -19 -58 TRUSS SPAN TO 34' -8" SLOPE: 2 1/2:12 TRUSS No. 54- 0842- F WOOD TRUSS DESIGN FOR RONEL CORP. 1125 BURLINGTON ST LOCKA,FLA. Y.M•AKDORUK IDWG No ENGINEER 7174 1476 _s_ ATE_OFFLA I - _ 3 UPLIFT REACTIOU U P L 1 F 9 a 525" 1' O" 19 GA FQ- 5PLICE - 1 r- 0 4 0.0 O. p 0 0 0 010 -0 0000;0000 JOINT MAX (• 7 1 J UNIT LOADS SEE TRUSS NO, 34- I•F � R JOINT J - I 9 G MOMENT OF JOINT H DUE TO UPLIFT • 151. 68 • 101 • 5. 7 K- 1 19 H 5.7/3.12 • 1.81" NO. PLUGS REQUIRED PER MEMBER, PER FACE • 1.83/.472 = 4 STR ESS DIAGRAM ("= c.00't C8 UAILS PER SPLICE PLATE) •JOINT J 3" = I' o" (4 NAILS PG2 PLATO 5" H 8 •525" o1'' 5O b C d, e 1500'f`1FJD FIR : V CAMOER BOTTOM C NOR 5 /6" ®¢ -- G" Jo:UT 1 (SYMM A BOUT) J T ' H 2 " 4 Z''0 IF S O •0 0.0 '‘" 1. f JOINT J ( 4- FJAILS PER PLATE) JOINT G (1. I.JAILS PER PLATE.) , So o CC�JST. aR FIR - -.\ �sr — JOLT 'J' 1.4 CoNT ISOO'f' C04,ST. FIR (.. 17'0" HALF ELEVATION OF TRUSS C- O" 4JOT E'. CO411JECTOR PLATES TO BE 13.ISTALLED 041 00TH FACES OF TRUSS• JOI3iT 'C _ � 2) 0000 - 0Q00 = - I_I 1Q00 000 0 0 0 0 0 4 1 -F� 1 1 0 000000000. 14.15IDE FACE OF B" WALL JOINT A 3" 1 (0 FJAILS PER PLA ) 3. ALL ' TRUSSES TO BE 2' -0•' o, c. SPECIFICATIONS 1. FOR DESIGN SPECIFICATIONS SEE TRUSS NO. 34 - Ail connectors 18 ga. RONEL plaacs 270 ibs per p11Ig wl I7 I rL 1 .puce modification 2 r D6rg. checked by fi 2. DESIGN LOADING PROVIDES FOR 5 p. s. 3. ADDITIONAL FOR FIEAV Y ROOF COVERING. / /I PEVISED• 6 -19.58 JOINT H 4, r (4 FJAILS PER PLAT TRUSS SPAN TO 34'-8 SLOPE: 21/2' 12 TRUSS NO 34 -IHI . F WOOD TRUSS DESIGN FOR RONEL CORP 1125 BURLINGTON ST, OPA- LOCKA Y.M. A K D O R'JK ENGINEER 7174 STATE OFFLA TRUSS S4 -O -E Niv TRUSS 54 - NI - L1 P TRUSS :4 "NZ -a WALL PLATS -iP OurRIGGER rR. vAro E5 LHP TRL AS 34-1u3-F I4J P Tg■ 55 14-11-4+ // \\ u1P TRU55 54 -F OUTRIGGER A •�i -I -Ow HIP OUTRIGGER Zr4(Tl'P.� 34 1 fY 3 IJOTE TRUSS SPAN 2r'- a• TO 34 - (OuTS+ VJALL DIIA EN 5 TRUSS LAYOUT OUTRIGGER B JOINT W I •. I' -o• 2 'JAMB 9E R PLATE A VID ROE'S N '0 I OUTRIGGER C JOINT X (2 F1ARL9 PER PIATE) OUTRIGGER 0 v2 , j_ JOINT Y r• I' -o' PER PLATE SPECIFICATIONS WOOD. TO BE CONSTRUC'11ON GRADE F'IR UNLESS OTHERWISE NOTED 1. FOR DESIGN SPECIFICATIONS SEE TRUSS NO. 34 -1 -F. L. DESIGN LOADING PROVIDES FOR 5 p. •. 6. ADDITIONAL FOR HEAVY ROOF COVERING. 3. ALL TRUSSES TO BE 2' -0" 0. C. CONNECTION PLATES 10 BE INSTALLED ON BOTH FACES OF TRUSS, 5. TOP MEMBERS OF OUTRIGGERS TO HAVE SPECIAL ANCHORS CAPABLE OF TRANSMITTING THE FOLLOWING LOADS: HIP OUTRIGGER 5001 OUTRIGGER "A" 4201 OUTRIGGER "B" 3601 OUTRIGGER "C" 2401 OUTRIGGER "D" 1201 BOTTOM OF OUTRIGGERS TO BE TOE NAILED EACH FACE WITH TWO 10d NAILS. NOTE: VERTICAL MEMBERS OPTIONAL IN CUTRIGGERS A, B & C All coLaect,ra 1a IIONhL I.kti-s 270 Ib3 per plug u 1 !fail 16 9 spice mo3:Scatios � � ,r,.. -- Dwg. checked Ly TRUSS SPAN TO 34' -e' SLOPE:21 /2:12 34-1-F RIP SERIE W000 TRUSS DESIGN FOR RONEL CORP. 1125 BURLINGTON ST OPA-LOCKA FLA. Y,M-.AKDORUK DWG No E Wil NUR711 1 474 STATE OP FLA MAX 7R.55 SIAM O PEUE At G RAGE I6'0'' a /Ping Or fpuo/ /5ooj "Cons /r6c /ion fir - Z3' 12001' Cons/rt.c /ion fir - 'Z Pine •• Z0 1511,71205$ SI SP AM 5PEC /E /16RADE 26' 'l Pine Or Epvo/ 53 ,s00%•Coes /ruc /.bn fir " 23'• ltOo7 Cons /recAe, re- " it'•8" • Zrine a R r -o" b , .3 - ` I' 0 " .io /u r P 5 . - c - /4.620 1. 1. it '15 ).)T 1 0 % t 5' 4' 4 V 1 J J t J L'8 v0. 4p . • •r• fr • 10K0 6 C• C•O sp / .s e 1 7° zoGa. overly W/ , 2 Aro,/> ro 10,14 At 1 3" per p /oh P. /" 10 G4 oge. /ay /2 /19.15 per p /0l8 1 ZO r O.ee /.> At ..,/ ?O 11,15 per prole 0 1, 1 - - L L )1 J 0.0 O I t � O 0 01010 Ceo Go. Otie.i4f .E A /O /it/ T . P-/" (ear, (woR0 splice) 7 =0" e L0•0} Deod Lood of Roof - 1 5 p.s- - LiAe Load ao Roof = 30 R Live Lood on ce./i , I o 2 s Load per L. Pce /1 - 4 of Tip Oro. do 45 .5.5 X.t • Lood pee L F . a Cen/ee /r s f Ballow. chords 10.4.5 - 4 3 • Loa./ per C.F. 8' End 7<0'.ef No Chord. 45.1.5 . 68 • Lood per L.F - End 5 of dioffo• chord • 10.55 - 1 5' P : 5 67• ZOE • I I4S• • : l 83+2 • 3 5. 69. 71'(13 t ac hors eh.. /1 Oariyyer) ' I =o • • 5.5 . 50 • 5.5. ,5 X 81 • A : 5 0. 7 + 45 ZSS y : 3 • IS • t53. 45 = 180' STRESS OlA<4RAM 5c4LE : / "1300• PLATE _ +MAX- rR U55 SPAN 24.'0" //a trod, per ti 1 3 PAVE_ I[ LAK. TRU55 5TA/1 w/ 1,10,1s, fee 2 I - PLATE 3" MA rP.u55 SPdMtt'8 M Ids - f -- 1 • 2 '8 4A. A. ,MAY. 71 5PA1-1 w /Orerla , 4 y. dCnled eekee - - /O /3 G4 MA Y. TRUSS 5PAN 25' w'O.e. - my ft rnd:cafed 6010.• 1 1'0" 18 GA. /8 _ %t MAY TA =155 SPAN / q' -8• O.er /e y - 7'1 - 144/. TRU55SPA/J 11 MAX. romU55 SPAN1Z -6 /4AK. rRV55 5P4N MAr. •3U55 SPA./ ZL "O -• 1 rc 1 e 0r771/ ries• Alen, bees for Spans 18 or 1.»o //ee - 3 yma/. R/ore : comber 8•/fom ✓ / choral 2:3 - PL Ara 14.vm /s perp/o% 2'- /2 PIA 1t .4. per 2'. 0" PLATE / 2 .Mo /T per pro /e. /02 PGA TE It .M ods perp/ole PLA75 /o /Io. /s per Pole /' -74' PL ATE to Muds per p/cle e -6" PLATE 8 N,.T/ per p /o /e 1'-4'1' P5475 8 per p /ore- ✓o /NT • p" 6'0' 0' 4' Mite. cLEAA 5PA/J /4' -0 ro s5'4" TR!!ss SPAN 14'8' To ec-cr (0 / /eou/ of t/ALF ELEVATION of TRU55 Al./ ro 350/6 MAX. 713/153 5P4A1 P•'o le AS Shown MAX. rRUSS 3-Pall 14 8 p/uty - -- - MAX. TRUSS SPA/! 23'- v 0/1U T 3-:/' 0.. P /o /e Poi, /ion ono' Suet for Z,,6 orerhong, (As ✓O //V T ••Q" (Z No/fs per p /o/.) t 11n 3 0 y 1 + v 0 O • c ��_ O 00 C't, a ( b it000000 � 0 Lr) 0.0 01 ✓O /NT O" - (1 Nods pre p /o/e) All connectors 18 ga. RONEL plates 370 lbs per plug t/itls 1 nail per 3 plugs (v iplice o•3if caticl . '�- 1 (.44?- 1T• Rev,Sed /o/5 /59 PI Ore As Shown MAY. 7131155 SPAN 22' plugs .Afar 5i,cwn MAr. r1USS SPAN 1T -8' Pole A) ' Shcevn .vAY T5riU55 ploys Alol Shc.un MAY. 113 /185 :PA// 28'8 pole 4S Shown MAX- FSUSS . .1-PAN /7'8' plags No/ Shawn Vie • Et GijArt 'r' A m MATER/ A L for 5peelfi cof,ons See ✓O /NT // Bear P /a/e) 1 oErA/L x' I MAX. TRU55 SPAM I 0.0;0J0 DID 0.0 0.010 o 0;0 �.;•5 J O•Q (s h1 (G Volts per./) //e, /5 p / /'z • • 18 e - - yerd;Ti `e, 0.7 _. It 44" (8 .VO,1s per 4) 5PEC / F / CA770rV5 __ Trans /✓o- 16 - INl-f -4o SPECIE t SRAGE •/ Pin 0, 29/10/ 1500 F' Co ,chop Fir• • 22=0' '2 Pine 1100 r "Cens/rwchon rte ,3•.9 /0 ' c.o.-Loy pole une Sale ;A1/.4.A10,15,. v�r ^p ons , q , 1 To • 110' PLATE 4 ' MAX. 713 CIS 5 SPA// Z5 -0' (8 140,1> per 8) (8 Wad, per X) 9" PLATE l's MAY )BUSS SPAN 24'8" t - - -- -- r. PL•rA - 3' MAK 7AUSS 7 PAN l9 ° : Wad per 4 ) i } 0 � - 00 . 0 0 . 000 Q ` 013 0 0 0 • . 0 4 0 0 JIJ J _) 0 0�0 MAX. rRUS$ SPAN 14 AA. TRU55 5PA// Pt 8' • MAR. TRU55 SPAN 533" MAr. 713/155 SPAN Z4'.8" MAr. TRU55 3P44 DESIGN DArA Toro/ Lood•55psf mass eS 1ooc d 7'5% Ivor kln9 5(555556 of or/ m erobers and connec/,o s m creased V for 5//or/ /lr» /00/'13 1/ ,/o/Air M" rRV 55 SPALI 14'-8• To Z 6• -0 SLOPE TPUSS I/a7411 143f-I0' woo TRUss O Es /4 i v fort AOA1EL CORP 55 61/05(o44504 51' 4p4-55c(. P14. D 4 r5. 3 //E /1 y Moe. N 55,o9 55111/, 15: 5.4 ,Des. 8y' 1 54 1 5 of` I ] 5 t nlA S S PAR/ AM SPECIE 0 gimps '1 P /na D. E(tira/ tG'o" 1500 - sl. rip " itOo ( fie ' Z4'B' • 1 eine • '1 1ttl '4/35 m 4•. c" b c 311 18 co. PLATE • O •L ! 5phie Q�0 0 0.0:0„()__ 0 0.0 0.0 O0 O;uvv0.0 (6 / .Jor /s per plate) __ __ _ r_ . f=_o le ¢a- P-tEe_ 4% TRUSS SPAM Z4 -8' •_ __ / -0 16 Oa • PLATE ,MAX. TRUSS SPAN Zr el'' 2 4 G .. I Sp /ice 01 01 Z5'4 3 e t • STRESS D/ATRAM SCALE l'= 610• 1,MAE. TRUSS S PAN LL'O'' -t 1 JO/Air L -/' Oeor• CNORO SPL /C (4 . V2ls per ple /e) 350• 3/i,• 4' -6- 4• -6' f eos• } +2•s• / 3' PLAre /'•O PLATE PL•rE 7 / ' j OHO O 0.0t 0 0 0 J 0 OO 0 - 0 - 0;0 5 y . nn, Abor.f 4 Eeceff for b/lom Chord 5p1;44• (044 perm.ffed) coral. r.rode MAX. TRc/SS SPAN . 14 , 0" l _/4' MAX. TRU55 5 PAAf 1 8 MAX. rR055 SPAN 24'•8" L 5p/ie• ALrERN47E ✓OlruT L (w /ear cuoAto sptKe) (7 A/o/15 per p /ate) r -6' Ply€ Omit These Nemec's foe SpA.v 11'.8 or Jmo //er JO/NT G (SEE redss tL- /// / - 40) (6 No 113 per pole) P1•rf (6 Nods Per p/ofe) /' -3" PLATS. MAY• rR U55 SPAN 11'-8' (6 Moils per p /o /e) (P /u ?S No} Shaun) F _ l'•I PLEre (4 A/o; /s per p /ale) ' 1 ; m' °to 0.0 c• D �r,_� -0 0 c S O V sp '4, ^ ti h; ti ' - Y 2 1 i 4 .11 n fi fi J JI J dO /A/T 'V, Z ti k I T 3 " o , '. Si! li• Te . P /o /e posit /on and 3rte or Fu T/ t: " Orethan9. (A s Shown) Oa/ T L (6 Nods per plate) ga. 110NEL Plates u;flvectors 18 0 IS 21 lbs per P1' g -nit13 1 nail per 3 L r fly 1 It-. C1ica ,•= rt La1:�ry 3 +C L . '/ / le \ eo< sk G rode �v _ E t C � TRU55 5/4/1 /8'8 To tt'o - (o..f /0 Ou/ of Begr,np / /ole) I � /1s1 r11 e' I ,WN• JO / / JO/ N/ "E NI 2' Cr ALT. JO/NTL /590 5• A/eter Comber Bo/lorn t •_ 4,4. C hard. 3/6-4 4=0' MAY.I 4'G,. - —_ -- \o 4' mixt eL EAR SPAN /8 :0' To 25'4 NAtLF ELEVAT 0A1 OF TRU55 Zc4 SCALE: A/ore : Connector P /ofes to be ,nsfa / /ed on both Totes bf Truss. MAX. TRUSS SP4L/ Z0 (P /6 /e As 5 hown) } MAX. TRUSS SP4A/ 14 :8' (Plugs Alol Shown) V MAY. Tau54 5p4N 10'• I (Plugs AJo■ 6h0 rn JO /N r 4' 6 { .4 - t JO /A/ T K 3 / 0 . (4 MO, /3 per p /o /e) t MAR. rRuss SPAN SPEC /e t GRADE ."/ Pine Or 'quo/ /500 /Indust Fir • e1 Pine • /100 Inc/fro Fir Desk, J DATA r0 io/ 1ood ps Truss.s 3io.ed CO' .Jc Wo.krn9 sheSSes of nl/ members and connechons in creaed 9'3 (or oha I l.rn [111Th f </O /N1 3 "• /r, (rf/c,/ per p(o1e) TRUSS SPIN /8'8" to tete 5LOPE 1 TRUSS 4/4-26-114 ."SO WOOD TRU55 DE5/4#J foR [- oNEL CORP. //OS ?L/X yTON ✓1• oft- LOLa4 fLA. DATA SF „ma u.. "c /os PAL•'N 4s: es._ t es. or O L♦ r ' y T -- I J ALY• TRUSS SPAAI SPECIE LI gibioe ti0" •/ Pins Or !fuel 1500 j'rndus /. Fir " ZY -a /too ?'indu••fi. K C N i 4. C -- I . ---9 a /' - o" .8 Co. FE 1 /8.' a rP %B ria 4 5 TRE5S DIAGRAM 5c41C / - sphce - -rJ 4 ' 7 J0 000 a rOT o• Oooio~OO�O - '0E - ti :,MAX TRU55 5PAN t6' - O" �MAK. rRU55 5PAN 14 4 1V ‘ MAX MAX. TRU55 5PAN 2 Z'• 8 1 ✓O /mr N•l' (eo CNORD SPLICE) / ScAce : 3 (4 NOi /s per p/o1e) •co• ,5937 Volt • Comber Bo/lo ✓O/L/T N -1 I JO /ur'N • 0 4 ALT• ✓O/A/T N 5. CLEAR SPAU et o' re a c d:. 1-0" PLATE O't PLATE 0.0 � 0.0 010 0.0:0 ' 0 0 0 010 0 0 0 0 (6 Nails per plefe) 5y;-•.m. About ( Except For &,/fan Chord 5phce (One perm/ lied) Chord 3 /a 2 C" MAX. t O' - 4" M111• MAX. rRU55 SPA/ 228" Spl,c e ALTEf7Al,(7E JO/Al r N (w /eo,r (WORD spL /c.) 3 "• I' O' PL`rE 1/oi;s per plots) _ l •- 3 .. R'- - _T e (6 /lads per plate) ( ` ems .. - -,, ^ _ _ r _M O w `(iS�•OO.0 • OkD �•0 o m a, 4 vl' h ,,, k k 1. MAX. TRUSS SPA t6'O" r 'A HALF ELEVAT/o,V OF TRU55 1 Plate Position and Size for Fu // 1.f" Oceri.on9. (AS Shown) 0.000•) CEO 000 JO/A✓T fI" (! Noi /s per plate) TRUSS SPAN et'S' re. MAX. TRU55 5PAN • (Plots os .sho.vn) MAX. rRUss 50441 13' 8 (Pt v9s Nor shown) • All connectors 13 gs. IIONEL g!atrs 270 lbs per plug uith 1 nail per 3 plugs splice modification. .l ( V 1 . 4- v Ree,,ed 'o /9/s9 S 4/4 .'1'0" ✓O/Nr 1 1• �til M 1 24'0 tool hoc../ of eeor/ntlp /ale) ■ </O /lV T ,. 1^ - 3 (3 Noils per plate) LvMf.eR : /n accordance .lh No Ilona/ Design e<iec.fcations for ',tress •G rode Lumber of its Fos /ening, 'by NL.A1A. and f 14 A1,nimum Properly 3fondord5 For One and r./. living V ,15' Nor• 1, /1541. ToGe.t"Oia •l't Long E(ec /ro•Go of epprcred Mfr. Slrongha /d or EpuoA e, - Alloaobie cut [,he ,n p /ale MATER /AL 5PECIF7CAT10N5 MAX.7RUSS SPAN 2G'O' t3 _SPECIE it GRADE •/ le 1500 f ' rndus/ f,r• •e "'ne !ZOO ['Indus/ F.r a/O /4/T ''F OP Epuo/ 3 ". /'O' TRU55 SPAN (! A'°,4 per p /o /.) 'Z•8" To SLOP/ 2i: l2 1,44/55 No c' - /N/ -f40 0E5 /411 t•ArA K/000 TRU55 DES /Caw � �cc o as: rofo/ Locd•55 Phb /� (on 'Roti•c Connector p/o /e st masse, Spo, co/ rA' ROWEL CORP (coon 70 04 E(ec/ro po /e• 5lee( p /ale I /ES 414!R[IN4toM 3r 0PA•L0(.24 ILA. in occordoic. ./ e A A.5144 ces/gn. Work/n9 5/Tess4S A•146 ('/ere holed id ,o.Elec /ro oral, ',embers or4 J 4 s � ro s? 9a'v. sleet peak. ., oc ceudonce connec /�onS n• .V//. A 3rM. A -t45) creased I'3 foe D4AV,4 41'- qe& R.N., Pe./es to be /halo /led on ahort lirn DI }IYr Et l.3 ppo site sides of Truss Join /s• LoodoS 1 C— /\ ~ 1 C., s CTi'p) O h '' � T h ps V Z a ti 11 o 1✓a // P/a /e puss IL- /-T -ID -.p TRass ee - /ki -s Np T.tuss e6 /42-#-4o Nip TRuse e6• 443 _ F , s° Np Ou frig ge /Pr', s'.¢ /50o f `lndva/r.a/ F . — 3'. D — � Woo O /o /e 2• <JUTR /GGER A 1 ✓a // Plo /e ri b/Jr/es ti oUrR /c, E- TRUSS ZA C42(: /s•/=0" 3'. D'.* OUTR /G 'B" ��' YOrieO ✓r) //vr R.. (e No / /s /vet p /a /e) 64.ea c..r oe o.gweae,er Y,�y "o' .� s/s " Wa // 1 /e OUTR /¢4ER r C ` r) (2 4 e /Ie : rco' ✓O /N T i (1.4./add pte p /a /e) a„.1-„,,.,ty, A P6C /F /CAT /OA1,1 No,e. Pear Des/on .5pec /f/cofions dee Truss A/o IL-W.-F-40 Word: 1..4 // Trusses fo be ec0 "o C . 1 p /o /es lo de insfa NOTE: Top members of 0u/r /99er5 capable of fransm, //m9 /A Nip 041r-if ye, ou /r/99er 'A' B" Bof/orr. o/ Ou /riggers /o irrfh 1.10 d nods. Wooa r To de Conefruc/.on 4..ode fi ✓O//t/T `T ' o (2 .Uar /s per p /a /e) OC,TR/G 4 ER ' O . :.onaeCiors 18 g a. 11oNEL plates 2 i 01b s per ?tog 'rith 1 nail per 3 pl` 0 ipL`ce t �dificatc z N /el on do /A faces of jr..•s, fe have Species/ anchors 7 9G,s /fow,,, loads 365' 33o• 210' / /0' be Toe nai /ed each face un /e 33 ,/,,>erlvi3 no/ %elq /s1 tensed 6 /is /51 E2/5s 5P,VAL ro ee = a - :.- ec-At-0• awe IVCOO Mad OE.1IG4V R R � - CP EA f ID t_01 S ALL OF r fp, L<>1" 7 _SHOkF.S, 0 - 0 - ( I SPA 30 cry. UI / r Ne; oi t s' q. CHARLES C. MITCHELL, P.E. CONSULTING ENGINEER 1871 N.E. 167th sr. NORTH MIAMI BEACH, FLA. TEL. 945-0202 . ". r tO.,1 tr, C4 t tv iko /1„ t t_ 0 etc) i7; . s s 0, t.tAD _ \t 1,4,1■44.A. .1-1.ti 4- 1M RAi I I - • , 6 s 9:4 ik 4 -• • vet") t SV V. el 4 „. t!-. . t CAA, -<?V 96 fk I b I Mi.A. P `, ' 1 6:1-5 e)Al. " SPA t.).v);1r; 1,500 IA <A>A44. S , U#L tvArh:A...„<cktif..F.: );S .JAAvIre, iNF.ste,Nt-e-N 1W. WV; :54 INS / (1) ,, ) ,It.Li> r'. ; <<>Ple_P.1) rAArF_N A r , - pl ill'_fyii-1 AA `...Pufle:it - IN rsv....ruAt. /.1Xe Is <!)NAyAritiK ,kS Ili?. $i6f..!S,. 1 .4.M.!. 4 414A - R . r: "nit!. L,I i ANS 14.PL1.. • r 1'0, 041.152 c A L f,QpfmAL) tr' Porn? rilAttv PPM F NA/A t. 4 )k. /Ait (09 ›ht _TtV41F ("D . iiI 1 VILIP,4 tir 1-1(44( Alove .i)as mot. 1Nsr‘Tv) r-11.)st 1 )■.) ilA 1 i C ARLES C.:MITCHELL, P.E.- CONSULTING ENGINEER • liv 1871 NE167th ST. NORTH MIAMI BEACH,.FLA, 1 TEL. 945-020 .e 2 1 - -4 ' ..