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PLANS/a" 5 D 5•0 t'AMILse ROOM -- rek?eAc E / o 14"x(0 te. 'Ix 1) 0 c.. 4 i`s 1'1 I' tit „s 5,3 8 " x „ 4 e,, xt-te ifle./W --"“ r/4 [et) ile,ttee -- -' b ocAt ,VC ON 11 wiXdf.'? JJ4K Iil Li•ING ROOM BAY / 'i-ti„ dek•fili 44/ emir .ot.. :/I'/e t , 1-e ("4 ' 4' ex 1*. • fiG()' i a L 0 lee) :P1 14"X. 0 I .5 sO <: / re4/ !AS'kNj flA .3` * - 14 a '64AI r o. -s/he < 0/1 Ai /1 t.", 0 /.4 AAA r) r ) /e" (D• - 300 6 r-74 z 0 ; AIR FOR pApi _ ME. Sc; 5 i - (.,,r /9, 0 .. „ : .'30 , 1 phdse i ..,.v:. : -,-_„ C O3 - ; 1 , s 4 : ' • ‘,. -e- -.. .h._' '", 1 phase e ? . Fan C-..sti .. 6 . I/5" vc1:5 / phase :•.: , — . 16 0 4 ..‘i - fil ______.....______. Furnace i'a:t= . --,',,, s -----7.-1 :Its—__-_—_-ph3,3a e-1:- 67 Fotai Amps 1 .9.. 1 1f / / i t t i z q 0 • 1 4 , f 1 1;di:g7 ) 13 2 1:1 1 ; 4 _::: ::311;".."4 oresVillassa. • •. !snow! ; *silk usti . ...;;Aettict I st.a.t...t, s'J'7, g and roof fiashits4 Attu , 115Oitil NO_ ------- • • .10 ' 17* a )1„jtr.t 24' Y. ■2.st,±s. LA rt.) 3-:Y34 F!,0141.0A OY L THIS UUsiING IS st.LU'asvf.„ ONLY ANI.) S Sua TO OF T4 Cf.:ORCANC '41114 3u-0.!cir.JRAI.,_ OR or;iftl. fi //YEL 4' 2=6' (4) ! ?.3 3' G' (4) & /LLE PTiO.t4L) 4 =o'( 3 ) If 5TAND4RD OVERHANG DET.4 /L oPr oN4G ) 5T4ND.4RD OYE12/4'NG oz 7 O vVQN4NC 5c4d9ED ro TtJP C/✓ORA. 5 TD. TQ(Afr.. 2.6LED6p2 CONNECTED TO Tie 4E4M W /77/ 'is 4io"O.C. (c3 Y 07.vLQJ) , . f t uvaQ/G4NC CUP 4.6'roe 2.4 7:C: 5: 6* 2.6 7:C. NOTE' (4) T /LE POOP covEQ /N6 (3)G 'a vvz ROOF corL`Q /N6 2.6 LED6EQ CONNECTED7o T/E DEOM N /4'' c.- 44Y OT4'E2f) /?=a'M /N. P4N DIER//4N6 iN /T// RETURN. OvEQ ,414N6 WY/TI/ RETURN 5G4i3 7b MP' r1JCQR D. C.__DWG. 3124C /NG NOTff OM /r 0.440 /NG •aa /EN Qt TURN /3 S/4E4TNED. 0M /TQQ4c /NB FOR 6' to',.14 o/EQL/ONG /2 2L2 vP � O? 2,6 2.4 J! 2. 3 CONT 33124C/NG SEE NOTE 40oPE GENERAL NOTES: RONEL SY APPROVED nit • RONEL CORI I RE EMO. G 5/2' NOTE'GLL z O>13ER /5oor /ND. GR. DOUGLASF /R OR {4 NEdfLOCK OR No / L5OUTNERN P /NE: LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN. CONNECTION PLATES: ARE " RONEL BARBGRIP" 1000 SERIES 20 GAUGE GALVANIZED STEEL AS MANUFACTURED BY " RONEL CORPORATION." PLATES TO BE INSTALLED ON BOTH FACES OF TRUSS JOINTS. CONNECTIONS: SAFE WORKING LOAD 170 P.S.I. DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCREASEO3 %,FOR SHORT TIME LOADING CONDITIONS. FABRICATION: FOR 1200 OR 2000 SERIES NAILLESS PLATES, JOINTS TO BE HELD TOGETHER FIRMLY IN PLACE UNTIL TEETH ARE EMBEDDED IN WOOD. NAILS: NAILS WHEN USED ARE I I / • I I GAUGE "SCOTCH" NAIL. CP EQVAL. RONEL CORPORATION E401 14.14. Nth AVENUE MIAMI, FLORIDA o yERJJ4No' DE /L5 /o STRENGTH ECONOMY QUALITY AT{ 2 2;'66 DRARIMD 113( MAX. L LAST VALLEY TRUSS 8V-O' vT - 4 i2'o' VT -8 Iv-0' yr -/2 20 VT-1G 24' -O' VT - 20 28L -O" VT -24 32 VT-28 36. yr -32 40 VT-36 4 -0 VT 4 JOINT A `c- E'2' r -o• 02 x 1 VT- 3 ice© VT -!2 VT -'6 2O' -O• VT- 20 LAST VALLEY TRUSS 21 vT -a O VT 3 \N 'S TO DARD TRUSS CR C!ROEQ L TYPICAL VALLEY TRUSS 1 -4■Y0UT SCALE: 4n =V -O• O JOINT B SCALE: iZ'ar -O' _2 1 2x4 TYPICAL SECTION 3 - / ' -O' 2x4 cur TOPTCN OR HALF CF 2x G JOINT D SCALE I' -O• 2x6 24:12 cur OR cur TCPTCH SUGGESTED BOTTOM CHORD LUMBER VT 24 JOINT C-1 GC 2 ALE I l x = C -I 3"Y 4' R. C - 2 3" + 5• R. VT IS, GENERAL NOTES LUMBER: ALL LUM3E.? TO BE 2x4( UNLE OTHERWISE SHOWN) !200 �' i NO. GRADE DOUGLAS FIR OR WESTERN HEMLOCK 02 NO. SOU THE P.tJ PINE, CONNECTION PLATES: ARE 'PROPEL RARRCAIP IAA SERIES" ZO GAGE GALVANIZED DTEEL AS MANUFACTURE) BE RUNEL CORPORATION." PLATES TO BE INSTALLED ON BOTH LACES OF 1RUSS 101NAS. CONNECTIONS: SAFE `NORKANG LOAD 140` 7LR PLUG. DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN .NCREASED — FOE SHORT TIME LOADING CONDITIONS. NA S: ME h" L 31 GAGE "SCOTCH" NAIL OE EQUAL O WEB MEMEL 2x3 Oil 24 7 _ O 320 $ 36' - -O' vT 30O'6 36'-0' REVISED 3//6/1963 RONEL bar bsrlp SYSTEM TO 34-0• 2 JO NT E SCALE: ISyLY - NOTE U5E THIS /ALLEY SET ALSO FOR 3 4 32 TO !2 PITG3ES RONEL CORPORATION (9 1155 BURLINGTON STREET OFA- LOCKA, 11.0510A VALLEY TRUSS SERIES APPROVED n RONEI COW. W E " R E.�D LIME a'rL4 SIRENGTN ECONOMY QUALITY GATE 8/1/62 DKAWR+G n0. 1 ) Ot9 OD MAR. 2.4. 2'- -O'OC. SECTION 2_O HUI2Q. 0.1P5 00114 SIDES TYPICAL TDUSS I e. 1.-;-...-__-_ NOTCH 12. FOR 4NCwQs 4. ANCHORS SPACED EVENLY MIN DROP END GABLE OROP END GABLE BUILT up SPECIAL END TRUSS 2xd OR 2.r -- - NOTE ALL RATE h3 UNLESS OTHEQtASL' ALL LUMBFA 2,4 UNLE93 ONID2YASES GOAL FULL OEAQING 111000Ci ouT BorTCN clam vOfas 2 ac. SOLICE DETAIL RJQ TOP OQ BOTTOM CHORD RONEL CORPORATION 0 1355 BURLINGTON STREET OPA LOCRA, FLORIDA RONEL berbgrip SYSTEM L.� STRENGTH ECONOMY QUALITY VQQIABLEI SPAN PITCH TYPE NO. DESIGNED C�C/.ED SCAR J 8. 4' APPROVED /� ,, I " =I 9'15-(2 1 rx 1 vw`w 1 c C Hp. jx� RONEL COW. I ' 7 7e1. .". p A ■`/ `/ " V VARIABLE SPECIAL ENDS GIDDEQ SPAN LENGT4 OF T"J3SE5 W BE C2RRIEO 1 TRUSS G:POER 2 TRUSS GIRDER 3 22055 G:QDER 20' -0" 11' -5' 24 -9" 38' -d 25"- 9" 11- 9" 25' -O" 39 -6" 25' -4" I r - 1o' 25' -4" 33' - 0" 25' -0" ■2 " -0" 25' -10" 39' - 24-3' 12' -2" 26'- 2" 40' 0" 24- 4" 12' -4" 26' -6" 40' 3" 24 0" '2' - 0 20'- I0" 4'- 2" 23' -8" [2' a' 27 41' -10" 23-4" '.2' -10" 27-3' A2'- 6" 23-0" ,3, -0" 28,2" 43- 2 22'-5" 3 - 2" 28' -6" 43' - 3" 22' -4" 3,-5" 23'-0' 44-4" 220' 3 -3" 22 -4" 450" 21' -3' ',3-'0' 2' -0" 45' B" 21'- 4" 14-2 30 -4" 49' -5" 22 - 0• 14 -4' 30' -10" 4-7 - 4" CIMSER BOTJ 014020 - 5 SYMMETRICAL 4BOUT t. EXCEPT FOR 3OTTOM E 09059 SPLICE (ONE PERMITTED) 8 8' OVEDLAV 3 26 NAILS 0E3 3 4 4P f c045T2cTION ,,( P DOUG L45 FIR ,- 41 PER $. 9 NAP-3 PEQ 02 NO1 50U7 -+E2N DINE. TYPICAL 2 9 9005 — (. NSTALLED IN 5100) SPLICE LII"iE� NOTE: 0 LOADING Di A 4,24:_s..: 3g 5'-41L5 0E0 3 3E5 745LE 4BOVE FOP 5323 OF G'PDER � T0U55E5 TO 55 2090)50 a0LT T9U5SE5 52 952 WITH 12" BOLTS 45 590WN ON ELEVATION. OR NAIL TQU0SE5 TOGETH52 WITH I6d NAIL5 FOR - WO 2 A,NC 40.3 v8L5 FOR THREE TRU55 202225 0 1 `- O.G. ,F .3 OO -3D 12 " O�_ _ 722 % .422 -1-2 .ocr ..,i1 1 43o0* 1�-- '�2L37 # � m +4(445* 'R 1 +' 4 O +4;',443 . .,01 - - ,443 T -1o" O C 4' -10" t b 4 -10" : •. : ,.' t � 'b a, fi 1a 25 -4' f 2' 4 WF3 MEN" 1200 1 30 GR DOUGLAS F.2 02 WE5259N N'E1 (LOCK OR N0 2 503295022 PINE. 25 CLEOQ SDAN — 222642 2 %) 901-`5 FOR 745TE2ING 70355 422/2525 T9 245 200 (INSTALLED IN FIELD) • 2x8 • 20' OUT TO OUT 02 BEARING d2s' HALF ELEVATION C1- GQDEQ SCALE -0' 80T TOM CHORD d 2• 5 953 MEM 5 2330412 4 2 0JGLA5 FIR OR wE5TE2N HEI+LOCK OR NO.2 503THERN 2,3E. 7' 3" 3 8 NAILS PER 9. 1 2 2' ALT EQNATE BOTTOM CHOPD SPLICE SCALE, FORCE D!AG SCALE I'= 4000* GENEQAL NOTES: 239822• 012)939 L33852 3040E5 405 25 5: JN ME ELEVATION. CONNECT1ON 65. ‘)QE "20253 3408009 1000 SERIES" 20 SAGE 3ALVA4'2ED S`EEL (8NLE55 0 SHOWN) 43 MANU;�ICT SV 32251- 0009064403" PLATES T9 aE INSTALLED ON E3oT+ 220E3 35 T0uss. (0625021035 2455 •20242-9 4020 140 PER PLUG 0552■ AL LOw4BLE '1024)1, STRESS- 182E BEEN 20054550 332 F05 SHORT TIME LOADING 20107)025, "44)39 TO BE I'q x'1 GAGE 'SCOT_4' NAIL 00 50U43. T(2USS LOADING TOP C140Q0 L.L. = 3500 PS.2 15% REDUCTION ' - 5.25 " NET TOP CHORD LL =29.15 TOP 03020 D.L. = 0.00 " BOTTOM CHORD DL.. 10,00 TOTAL TQUSS LOAD =49.75 20.2 GIQDEP LOADING '1 C 37 2 3 " + I'-O' 49.75 = 986.7 PL.#. SPAN 26' -0" RONEL Smbgnp SYSTEM 22.12 RONEL CORPORATION 1 353 9uRLINOTON STP.EET OPAIOCKA. PIORIDA PITCH 20' -O" GIQDEQ P R APPROVED / /( � / P Ena 1 -74 SIA FLA. STRENGTH ECONOMY QUALITY DESIGNED AF su�E SHO CHECKED L.T. LATE 7 D li)081 47A X. O>°.i. V .ii /AN 4,'U.f / , "G. ?..' '-,.' OF L J.S -; RER /SOO < /ND.v,'4Lh - _.Y 45 26 O F12 02 4/0./ SOJT /.'E/-.V ,c , 3_8" /500 "-�' /n'D.GR. IMES r PE,M>LOCK 5 ' } 5PL /CE L /NC Q, r < <ti /arE aorroi CuoaD S/ L/(E //2' /'_o• _ - (OM /L SPLICE SNOWY ON ELL / A3.0VE SPL'CE is USED) GENERAL NOTES LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN ON THE ELEVATION. CONNECTION PLATES: ARE "RONEL BARBGRIP 1000 SERIES" 20 GAGE GALVANIZED STEEL AS MANUFACTURED BY "RONEL CORPORATION." PLATES TO BE INSTALLED ON BOTH FACES OF TRUSS JOINTS CONNECTIONS: SAFE WORKING LOAD 170'x' PER PLUG. DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCREASED 33 % FOR SHORT TIME LOADING CONDITIONS (LUMBER ONLY) NAILS: ARE 1." [ 11 GAGE "SCOTCH" NAIL OR EQUAL' RONEL CORPORATION 6401 A.R./4th AVENUE MIAMI, FLORIDA RONEL barbgrip SYSTEM STRENGTH ECONOMY QUALITY SPAN c' O ' 2/2 T,WusS 5CP/ - S P'9rt7 /2 FAN P1104 TYPE DESIGNED A2 Y. /. CNECILED MSJ SCALE DATE SNOW. S/4. 64 10( 2 3OQ 2x4 CAMBER r70 1 ctroeOse'gc Q X / rQUss srviM'Cr.Q(CAL @ =� L. EXCEPT FOR BOTTG)A C//OkD SPL /CE (ONE P)2M /TIED) f 4000 /2'- 8 SPLti£ L /N6 -- 2'- 8' 4'- 2' MAX. s' /0' MAX SPAN 26=0" 1 25'- 4' s = /0' S'-/0" `3`x30+* ¢ 1< 47 00 4 T' 3 4 f 46600 /2'- 8' LOAD /NG D /4GQ4 4-f /O" 5' 2< ' BLOC/! r r is= 4' CLEA,? SPAN /2' 8 ' 26' O' OUT TO OUT Cr BEAR /NG 4'? //AL F [L ! T /ON OF T,QUSS SCAL : P2". 0" 24 6' 7/0" TRJss _s SPACED 2_O' OC. MAX. OADS: PO.c CNOPO Z. .0. L. L. 4 P. S.F. BOTTOM CNCQD D L. /0 TOTAL SS P. S.F. /2 3 ALL LUTI8EQ /500 '/ 7 "/ND. GPADEDOUGGAS F'? 02 ES TEQN NE/VLOCK CP . 5. P/N6 (/'L E55 KNOWN) 2 /0' 4 2' t 1 9 ' r 8' S2' 1 7' 6' 7x4 8E4PING Q. 5 (3r Or A FOQCC D /AGQAM MAX. SPAN 26'0 .41.4X. 5PAN 23 =4 MAX. SPAN 2d -8 MAX. SPAN /8'- - C O. G DWG. 1 .tt 0 TRUSSES MUST NOT BEAR ON ANY INTERIOR WALL OR PARTITION UNLESS DESIGNED FOR SAME. EX- TEND ANCHORS OVER TOP CHORD. PLATE FLUSH WITH INSIDE WALL. DETAIL SCALE 34' 1 3' c- P./ #1 Li" - IN DADE COUNTY T 1 1 1 1 1 1 1 10 SUBSTITU TE NO. 1 SOUTHERN PINE OR 1500f INDUSTRIAL FIR WHERE 2 X 4 CONSTRUCTION FIR IS SPECI- FIED. 10 = 3 '2 c) l L _ L r — — EMPIRE ROOF TRUSS • 11> " 4 *1 2 k.e.le , 1 - -- /1- - - ROOF TRUSS LAYOU MODEL 3.(2 0 Lf r — ••• rQ z. ) i to tilmoer „ • " •1) Yjjj The Arcit,!=:! .4111; YvIir 4t hilt-II:A t kitowitdia Qf whe-aher Ai, - iatiicAttti lieri•lit. A if pitLt9h;tie, tler,tricAt .v■rm and roof h4 ithIciAttti h3-fo,e inapectio 40, ISSUED DRAWN FILE NO. SHEET • - a T t • f� 1 J 'f L1 I. '% t1 �- ! *) ti1� o � 4, C 2 A 1: 4' j - 4 ( . - r== . : 7 r� N, ,. . � ` 1,. 00 - `' --. J l i ^. 1 '- . %) (1 o 1 4 �. mil_- ..'.•� , I : �� - �...- +•_'° ""T_' T,^ -.M- '+� — '- -.� i . --- �. i .-✓ - /1 - . 1' �. 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