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Cy; Kt5 5 TOCCO 0 -_. .;,,_ ',..:, 4.1 iql0;e:!:)1 SEVCi7;1:41 t1 2, ij //::: ; i'ez.4 Via74g.". lila .ktchiit.ct : of ttli ilnti:dkrs re,31..tht(ii....wis Al cc..:niGrcz 1,1uf,p11,..1--1::,c,?1.1, el Arei i-Goi f!._.o .- - - ..s :'.," s-tixql.‘1 b.44re. i R: V ' e 1-5/6c1...........ptvil 00 1, ROOF-4- PLY AP4 Cett-itsiG - LATH. PLANS S. i MST.. WALL.1- AS IS Nv.W MASONRY TkEicGi 5. 5LOOR- mr-iRv et_ -r-tLe.. .6. WiNPOW5-1140N5... 1, Et_..E.C.TR,ICA1.- FVRt4, INSTALL I - 420 VOLT RELocA E. OWNE.R.1 s r. rt,..00ta LIGHT v.o.4. FtEC;CrAIC'Al. tr!:"Ili 01 4 S±!He Af..1 NirC. 04, 8. PLutvIBIVIG- RI-.0C•ATE. HOSE. Ble• '1. PAINTING-- 3Y QWN 10, AoRcomplrtONING- IN$YALL 0WriE.Vt5 A/C 11, REmov e. tiSR CANVAS AWNING V.0 • ROVE 1UP;-1 AtiC,14. SeClriket...Y FLASH A5 RE, - - ---- '7' - '"'" --- ' - - - - --- ., • 11 1 _ 1 - I - I" I I - I . 1 ,. 1 . • I - 1 11 _1 c 3)k ei Q 2.4. ,, y‹.. . ,..,, t - - ri - 6 - 0Qi:99,16„ . ON 9 1) pi/9 9 - -- - -I - - - • . 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'• #iu pl uhtttin g; electrical and to>in;a colts :i<•'.ft'r;; �re.s Vz1!3 4e : Architeet and builder are "s!4.3`.rf < <+ rsnuwle +age of all' I3uitcling regulations whether .ac 6 c :il.cally ittr rcated herein. Alt reinforced aterl, alt ? .;ttxti s, plrittti)it1, electrical wiring and roof A 1.1.3 t ceateel 8fore Illfi, ECtiOt7�. PERMIT M).__. ' Ai 1' ' ,, , gtif Sc: 9 r;'f A + 5.'/ T 0 tre, t .i lt1G'- ' V')C ( wo , '.K_ , Lo jT•' 14 - 1'11 AICL UNh !1t > C \ft te..' }.vgAi,J S � 'i Y jf ► : t. 4 1 - r 1~ 17,1 Et - tt K. ■ 4 - /\ C. I : ¢ A I - �! 70 rJ I nJ 15 .et I Ic rwtirc. 1:4 ti;itf' - �t iko'); 4 01 1I 13,1, x / N E 4, j/ ;� le3 ALra 1,.:� SArt ty pi r t.A-s S •�' rL zj t _'sro6 ',l• 41 Is--� k: \tt._t.j;j 5�.c Pi ,i' jet W AArt.S_ : �s ►t»� N 1 1/ ?' ; 9 Kh1 =r0 t\t-1 4 4) ,.) _ 111• PAN)c � . 11 .e. =7 °• •,_ fCo t� F.� • ' 11.11 T, CZ K r,,J IMt - rr (A. Kt 1 ;, 1 • CZ*sC�,1 =L•� 1 \‘• W 4'i s.+I Y4 .+'.'4ii.a 1 (0kt, •�� rt 6 <3 f >= ry411'st 1 tkki. Slot of 4 fclz.6 Irf• E 9 gr‘t I •ol ` 11 l�t�ity, - YL+t. •••• YliVJ1Ch::wM 0 R 43 ' ,5A h11' :•” . f1r S L CZ r i 60" r.lr tai, P.: 1] R f\A ` 51-Ni4 S F 'r) 4 P\ 4 i , " i fu og L • , ` it C :SIt } ?J C , _ M .S;-toR.c •CHARLES H. A R C 1-1 1 9301 N. E. 6t1h AVE. MIAMI SF!(,.R E5 G IRDER SPAN L ENGrH OF TRUSSES TORE CARR /ED /TRUSS /RDER 2777USS G /BOER 3TRUS5 v/ROER 45=4" 17 -4" , 3'•3' 28 =8" fro" /3'-7" 29 =5 46'•3' I6'• 8" /4 30 =3" 47 16'4' l4' - 3/ ?' 48'4" l6'-o" /4 /0" 32=/" 49 ;s' 15=8" /5 33' 3i = 3" 15=4" 15'9" 34=0" 58'•2" IS!O" /G' -3" 35'0" 55'0" Id'8" IV-to' 3GL .5a:9" IX 1 7' - 4" .37 3 f4'-o" / 7=//" 38'6 60 13'. a" /8 ,g9=e 6 2 =. ' ,3'•4" /9 9/' 6 =7 • 2iT 2 ALL LUMBER! NO. /:,SOUTHERN PINE 12 b oo • / 5 d •75 c0a '' 0 X a Z L c IF +I0557 N ♦10557" ; i105b9. ! . ; "' * In • 4- 8" 3.- a" 3' 4" LOdMING DIAGRAM SCALE 1 1 5 ? f /05S F 9 a' 8" fi 3 4 /7 =4" OUT 70 OUT OF DEAPING rQf HALF ELEVATION OF GIRDER SCALE: W. 1 =O" SEE TABLE ABOVE FOR SPAN OF G /RDER TRUSSES TO 8E CARPIED. TRUSS LOADING TOP CHORD L.L. _ .35. 00 PSF 57o REDUCTION • • T.75 9S.F NETTOPC/IORO LL = 93.25 TOP CHOP° DL = /O.00PSF BOTTOMCNOROO/ N. 10. co Ps TOT, L TRUSS LOAD. •3, 25 P, S F GIRDER LOADING": i "+/ , 388 F?LF _ ,TRUSS SYMMETR /CAL 430 ✓T FORCE DIAGRAM SCALE: /� ZOOOE NOTE: BOLT TRUSSES TOGETHER W/TH 8OLT5 AS SHOWN ON ELEVATION D. C. di GENERAL NOTES LUMBER: MINIMUM LUMBER GRADES AREAS SHONN. CONNECTION PLATES: ARE "RONEL BARBGRIP loge SERIES" 20 GAGE GALVANIZED STEEL AS MANUFACTUREQ BY "RJNEL CORPORATION." PLATES TO BE INSTALLEQ ON BOTH FACES OF TRUSS JO.NTS. CONNECTIONS: sAFE WDRKIN3 LOAD I7c'ER PLUG DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN 114, CREASED 33% FOR SHJRT TIME LOAD.N3 CONDITIUMS ONLY) NAILS; ARE 1 1/2" x 11 GAGE "SCOTCH" NAIL OR EQUAL: RONEL Lwrbgrip SYSTEM SPAN PITCH /7 2z: /2 RONEL CORPORATION 1255 WRLINGTON STREET 0M- IOCKA, FLORIDA 17 GIRDEr APPROVED /' "ft co*. / pyl Ut ea.ra. /o6es sTAnaF[A. STRENGTH KONOMY QUAUTY Dt$IQ O $CALI SHOWN crocus. L E.7: /1- S 1 m63 1 2= o to N OPTIONAL TRUSSES MUST NOT BEAR ON ANY INTERIOR WALL OR PARTITION UNLESS DESIGNED FOR SAME.. EX- TEND ANCHORS OVER TOP CHORD. PLATE FLUSH WITH INSIDE WALL.:' DETAIL SCALE 3/4" V O IN DADE COUNTY SUBSTITUTE NO 1 SOUTHERN PINE OR 16OOf INDUSTRIAL FIR WHERE 2X 4 CONSTRUCTION FIR IS SPECI- FIED. DWa 440 ROOF TRUSS LAYOUT DRAWN ✓r 11. FILE NO. MODEL L OT QF' /;L 4-"Lk: 30 4 9 27 4.-// zM2 ",t'� �.'G /-/i< fiz NO CANT /LEVER USE 55 0623 \ CANTS 3'- 0" TO 6' - 6'A DESIGNS SAME AS RIGHT S /DE 8" 1 .4' c6 ss CANT /LEVERS 3' -O" TO 6' -6" DESIGN AS SHOWN h MAX. SPAN 33 0" /O" /44X. SPAN 32'.0' 2K 2 BLOCK SPLICE' L /NE PUP PERM /T76 8 T • 1 I LOAD /NG D /A6R4M SCALE* /4'= /-p! Q "MIN 4'O'MAX• 2" //" CANTS. ALS" TO 6'-6' 1 11 1 ° 1 HALF ELEVAT /ON OF CANT /LEVER SCALE: /2" = /' -0' /O' MAX SPAN (OUT TO OUT OF BRG Rs 2 8'-3" UP TO 24' - 6' MAX SPAN (007 TO OUT OF BR; Ra ) 26' - MAX /MUM OVERALL SPAN 33' - 0" LOADS: DL. GLL. TOP CHORD • 4 - 5 P5F DL BOTTOM Cr/0Q /0 P5E TOTAL DESIGN LOAD • 55 PSF TRUSSES SPACED 2' -O" OC MAX /MUM /2 FOR CANT U° TO /' -r LYJ NOT USE WEDGE OR VERT /CAL MEMBER. FOR CANT FROM /' -6' TO 2' - U5E 2x4 WEDGE ONLY FOR CANT FROM 2' -6 TO 3' -O" ADD 2 1 4 VERT /CAL MEMBER — 3 r 6 "R TO BC 2 "FROM EDGE OF WEDGE OR {.., 2' FROM VERT 2.2 (WNEA/ VERT. 2 4 /5 USED) /2 2 x 4 WEDGE STANDARD TRUSS -1 _L� 2x4 L_ 22 r �x CANTS. 3' 0"TO -5' - <v -- J' �' 2x 2x6 -- t{ 2 � I � 3 oP � , 2x4 � � _ k ice_ ���, 1 C N_ZS 4'-9; v ,/1 ro63� MAX SPAN (OUT TO OUT OF BRG Rs ) 30' -0" UP TO 28' -3" ♦ '200. E590 4 — • / /CO' 59 CANr TRUSS W/TN STD BPC CONDITION OPPOSITE END. 3'Z CANTILEVER 6-C" r —2x4 BRG /P. (. YP) (BY OTHERS) CAN %LEVER 4' -9 "TO 6=6" CANTS 3' -0" T0 4 =B" c d ORE /AGRAMS. SCALE: /"-/000' CANT /LEVER 3' -O" TO 4 =9- • 2' 3" P<I / 1 - DC DWG /' -6' d' UNDER t$TO TRU55 D(3/6N / - rc 2=6" uR TO .3=o" A00 2r4 MEMBER CANT /LEVER UP TO 3=0' SCAL : /12" -- STANDARD R. 1 UP TO 2 =6" OVER..'4NG 'VOTES. FOR GENERAL NOTES SSE STANDARD TRUSS DRAW/N6 ' /0623 TH /5 TRU55 0E5/6 TO BE USED FO/4 ANY COMB /NAT /ON OF CANT /LEVERS UP TO A MAY/NOM OF 6=6" AT E /THER OR BOTH ENOS. SPAN 33' -0" APPROVED F Room cow. ECNtEI TEM RONEI CORPORATION 125S EURLINOTON STREET OM LOCKA, ROR!DA rTCH 2'a /2 UP TO E' -6" OLN TYPE NO. FAN 7774 ETAna FLA. STRENGTH ECONOMY QUALITY 33' -0" TRU55 h /TM CANT /LEVERS UP TO 6' -6" / DESIGN C HECKED MP ✓ M1.'! £C E CuI 5 I? 4 - /3 4 4, 1 r 4 SMEET,_ Of_— It Ps f 9 . 3 I 10"-4' 33' -O" ist o m :E: 3i_ NO CANT /LEVER USE 55 0623 \ CANTS 3'- 0" TO 6' - 6'A DESIGNS SAME AS RIGHT S /DE 8" 1 .4' c6 ss CANT /LEVERS 3' -O" TO 6' -6" DESIGN AS SHOWN h MAX. SPAN 33 0" /O" /44X. SPAN 32'.0' 2K 2 BLOCK SPLICE' L /NE PUP PERM /T76 8 T • 1 I LOAD /NG D /A6R4M SCALE* /4'= /-p! Q "MIN 4'O'MAX• 2" //" CANTS. ALS" TO 6'-6' 1 11 1 ° 1 HALF ELEVAT /ON OF CANT /LEVER SCALE: /2" = /' -0' /O' MAX SPAN (OUT TO OUT OF BRG Rs 2 8'-3" UP TO 24' - 6' MAX SPAN (007 TO OUT OF BR; Ra ) 26' - MAX /MUM OVERALL SPAN 33' - 0" LOADS: DL. GLL. TOP CHORD • 4 - 5 P5F DL BOTTOM Cr/0Q /0 P5E TOTAL DESIGN LOAD • 55 PSF TRUSSES SPACED 2' -O" OC MAX /MUM /2 FOR CANT U° TO /' -r LYJ NOT USE WEDGE OR VERT /CAL MEMBER. FOR CANT FROM /' -6' TO 2' - U5E 2x4 WEDGE ONLY FOR CANT FROM 2' -6 TO 3' -O" ADD 2 1 4 VERT /CAL MEMBER — 3 r 6 "R TO BC 2 "FROM EDGE OF WEDGE OR {.., 2' FROM VERT 2.2 (WNEA/ VERT. 2 4 /5 USED) /2 2 x 4 WEDGE STANDARD TRUSS -1 _L� 2x4 L_ 22 r �x CANTS. 3' 0"TO -5' - <v -- J' �' 2x 2x6 -- t{ 2 � I � 3 oP � , 2x4 � � _ k ice_ ���, 1 C N_ZS 4'-9; v ,/1 ro63� MAX SPAN (OUT TO OUT OF BRG Rs ) 30' -0" UP TO 28' -3" ♦ '200. E590 4 — • / /CO' 59 CANr TRUSS W/TN STD BPC CONDITION OPPOSITE END. 3'Z CANTILEVER 6-C" r —2x4 BRG /P. (. YP) (BY OTHERS) CAN %LEVER 4' -9 "TO 6=6" CANTS 3' -0" T0 4 =B" c d ORE /AGRAMS. SCALE: /"-/000' CANT /LEVER 3' -O" TO 4 =9- • 2' 3" P<I / 1 - DC DWG /' -6' d' UNDER t$TO TRU55 D(3/6N / - rc 2=6" uR TO .3=o" A00 2r4 MEMBER CANT /LEVER UP TO 3=0' SCAL : /12" -- STANDARD R. 1 UP TO 2 =6" OVER..'4NG 'VOTES. FOR GENERAL NOTES SSE STANDARD TRUSS DRAW/N6 ' /0623 TH /5 TRU55 0E5/6 TO BE USED FO/4 ANY COMB /NAT /ON OF CANT /LEVERS UP TO A MAY/NOM OF 6=6" AT E /THER OR BOTH ENOS. SPAN 33' -0" APPROVED F Room cow. ECNtEI TEM RONEI CORPORATION 125S EURLINOTON STREET OM LOCKA, ROR!DA rTCH 2'a /2 UP TO E' -6" OLN TYPE NO. FAN 7774 ETAna FLA. STRENGTH ECONOMY QUALITY 33' -0" TRU55 h /TM CANT /LEVERS UP TO 6' -6" / DESIGN C HECKED MP ✓ M1.'! £C E CuI 5 I? 4 - /3 4 4, 1 r 4 SMEET,_ Of_— Q i_LGE O /ON4LJ 3'O• (L3) 2.3as. Z6 -F. ! - � 6' (4) F /LLE.2(OPP0l4L) 4 = o'(3) 5T4NDLRD OVERN.4N6' T4 /L 574N04R0 OVER /10NG DG7a /L OvEQ✓4NG 5C4459•0 To TOP GL/OQA. STD. TQ 'ff. 3: •I 2.4 A ----- !- - °4 Z 6 L'vQQ/GdNE CLIP d • 6" FO2 2.4 rc: 5: 6' Foie 2.6 Tc. L' 42,2 c4 yF CL /.c? el! 6•FOR 2.4 T.C. 5.6•FO8 2.Grc. // /2d /Ad/ NOTE: (4) T/L E ROOF COVER /NG ((3)GRd vet ROOF COVf,Q /NG. 2.4 LED6BQ CONNECTED TO TIF 3E04/ /S$Y a 2 o. icy aT/JE21) 2.ILEDG(,Q CONNECTED 772 T,E EE4M N /771 / 2'01•34.LTJ 4o•o.C. (`3 Y O7L/ QJ-) ,,2,, O fE R / /4 N G 14 / RETURN. I 4b J(� e / 2-'0' ,tif/N T.QW.J "4N OvE.4YJ4N6 WTI/ RErURN 5c4'3 ]b 70P CJ70QG2 2" D. C. DWG- 13.44C/N6 NOTES: OM /r 3.44GNG d /EN Qt TtR'Y /3 34E 4TNED. OM /T.e3.Q4C /N5 FOQ 6t0y.3Ma[LEQ OrE4-4VNG: 7' NOT6"GLL LU4'1 /3E.Q /5ao) /ND. GR. DOci6L45F /R OR WESTER/I/ //f s'LOCK OR No./ ISOUTNERN P /NE. 2.3 GOWT Q,QOC /N JEE NOTE 4Dove GENERAL NOTES: LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN. CONNECTION PLATES: ARE "kONEL BARBGRIP" too SERIES 20 GAUGE GALYA.NIZED STEEL AS MANUFACTURED BY "RONEL CORPORATION." PLATES TO BE INSTALLED ON BOTH FACES OF TRUSS JOINTS. CONNECTIONS: SAFE WORKING LOAD 1 P.S.I. DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCREASED33 %FOR SHORT TIME LOADING CONDITIONS. FABRICATION: FOR :000 OR 2000 SERIES NAILLESS PLATES, JOINTS TO BE HELD TOGETHER FIRMLY IN PLACE UNTIL TEETH APE EMBEDDED IN WOOD. NAILS: NAILS WHEN USED ARE I y7" K I I GAUGE "SCOTCH" NAIL OR EC/VAL. RONEL OR SYSTEM RONEL CORPO*AIION O E401 M.M. 7 4+1. AYENUE MIAMI, FLORIDA 6' 54.' b STRENGTH ECONOMY QUALITY OYERNANG DETQ /LS: SPAR 2 OrL APPROVES P LC � 4 ROIKL CCM. .. E X0. 1 S Tl 0 F 6" l d _ - 6E4.LIN3 W !DV orrre,as) 12 7. O' d 2 2 12 "ZOAO1 IG1JT� FtdEelL7_ 5C4Lc t : 1 i <Y • S v b 51 0061 ` .5aoo• . f .s211. l M iila� •790d• •TOcOP • 69oo•a •7900' ♦T9od. t ; N 0 1 9 L J •E itD' 3: 4.2' 3:o" 3=1' M'DSAAN. 8 4' - CaMICR r _ /5f. O" CLEAR SPAN. MIOSPAN-d Zszicif canmeEr 2 /7 =6' CLEAR 5PGN• w TRUSS SYMMETRIC41. LEOOT M/DSPAN ( EXCEPT 4S SHOWN) 0.0" LO - rOF.GHOROJ OL(L Lc 45 Peat IlOrr9M_GHDRQJ_ ace_ ='. - RUC TOTAL 1 1404 234 fall . a' 1 6' -6" OUT TO OUT OP BEARING R! H�LFELEVr1T /ON OF HIP G /RDfQ_ SCALE: I(. 1=0' 0o7 s /E O• SPfaCt 2 •I" I •?' OUT TO our OF SEARING / f 4' HALFELEVAT1OJLOF H1L?.GJPOE - SCALQ:.liL- 3 TRUSS SYMMETRICL A60tI T MIDSP4N .(Excspr 45 SHOWN). FORCE 0 /41R4M SCALt: 1 0• 2 -3 LOADING DIAGRAM 5C41. E. i'• 1 -O' - ALLLUMBER: -" NQ I SOUTHERN PINE FORCE DIAGRAM SCALE: 1%6000 S ti GENERAL NOTES: LUMBER: MINIMUM LUMIIl GRADES ARE AS SHOWN. CONNECTION PLATES ARE 'RoNEL SAMMY' /000 SERIES 20 GAUGE GALVANIZED STEEL AS MANUFACTURED .Y "RONEL CORNMATION. ELATES TO IF INSTALLED ON ROTH FACES OF TRUSS JOINTS DESIGN: SAFE WORKING LOAD / 70 E.SL DESIGN: ALLOwAILE WORKING STRESSES NAVE IEFN 1NCREASED FOE SHORT TIME LOADING CONDITIONS FABRICATION: Fo• ■aci Oq T/IO sERIE7 mains MATE; P0144Tj TO n HELD TOGETHEI FIRMLY IN PEACE UNTIL TEETI ARE EMIEDDED 144 WOOR Neat NAILS WHEN USED ARE lye. 11 GAUGE °SCOTCH - A EQUAL. (LUMBER ONLY RONEL CORPORATION OIA4O HONDA zt H y�,{��r,�� ECOIaM $Y$1t, QUAUEY 1G!6° I8= " HIP GIRDERS (7 =0' SsT SACK) 1 fr 111 A rr O et OUTi1,1 '!i -OO.0 MAX.) 2'• O" A OUTR1 cos rZ' oUTi»IrGe_p "C" - r l + - 2'• O" j 7, - 0" Z lf 'ROOF LAYOUT 7 -O" SET3gCK OUTRIGGET SET . C' O• 1 7 /-/A /L rt 4 /�c-D 7 y c CYrb.Q05 N/ '- J S ,- 'L $ EX.( OUrICc ER OUTRIGGER "la 2%4 TT' ECA k 3Y OTNER3 0 zp C o U to 1 u) ax4 3EA'.�Irlc - . Y OTH 9 T L�E ,� i� %_ 7 7 :_drG: :5 2 9'-//% HIP OUTRIGGER 0UT.yIQGER "D" 4'• 11' EQUAL ASE GN ffPC1491? a *43EgZ1No BY OTNeTR3 :l7 DE COUNTY L) . t GENERAL NOTES: LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN. CONNECTION PLATES: ARE "RONEL BA.RBGRIW lava SERIES 20 GAUGE GALVANIZED STEEL AS MANUFACTURED BY "RONEL CORPORATION." PLATES TO BE INSTALLED ON BOTH FACES OF TRUSS JOINTS. CONNECTIONS: SAFE WORKING LOAD t7 P. S. I. DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCREASED 33 ,FOR SHQRT TIME LOADI CONDITIONS. FABRICATION: FOR 1000 OR 200000 NAILLESS PLATES, JOINTS TO BE HELD TOGETHER FIRMLY IN PLACE UNTIL TEETH ARE EMBEDDED IN WOOD. NAILS: NAILS WHEN USED ARE 114" x 11 GAUGE "SCOTCH" NAIL OR EQUAL ROIEL borhiprip SYSTEM RONEL CORPORATION 6401 N.M. 74th AVENUE MIAMI, FLORIDA OUTRIGGER SET S T B C K STRENGTH ECONOMY QUALITY APPROVED PC • RONEL CORP. R E 6 N0. C 3 STATE OFFI CNECRED ✓FN G 1,T 6G JO TNT A - caLE:IZ :1 _ 0 •. 12 d22 Vi LAST v� LLE , Tuss ST41'40A1z0 L s oaGV TYPICAL VALLEY TQUSg sake: h o LAYOUT YOUT sa 4'_O. 8' - 0" vT- 3 SCALE I I'� TYp�L SECRON 3. /t 0' 2x4 2, 4 CUT TO,g'TCH OR HALF Or2AG P� , r -oa vT-12 JOINT 0 scot e,; . - 2z T6. VT-32 Vr -sa SUGGES �—_ — D BOTTOM CHORD G =0" 7= O' VT- T 24 5-0' JOINT C- 4C-2 .SCALE r-• C -I 3•Y4'R. C-2 5'R. C 12 z RONEL CORPORATION e 1763 SSPUNGTON STREET O60 OPA LOCK& NODWA RONEL 6o: SYSTEM STRENG ECONOMY QUALITY VALLEY TRUSS SERIES PITCH TO MO' 2!,:I9 GENERAL NOTES LUMBER TALL LUMBER TO BE 2x4 (UNLESS OTHERWISE SHOW ) INLA GRACIE DOUGLAS FIR OR WESTERN HEMLOCK OR CONNECTION 2 SOUrHERIJ 1�NE PLATES: ARE "RONEL BARIIGRIV 1000 SERIES" 20 CAGE C PLATES ITO BE STEL E NSi S LED ON SOTNEF BI RONLL CORPORATION.' CONNECTIONS: SAFE WORIGNG LOAp • ES OF TRUSS JOINTS DESIGN: ALLOWABLE WORD RrR PLUG NN S HAVE Yf BEEN INCREASED — fOR T RESSES SNORT TIME LOADING CONDITIONS MILS: ARE Ir "„ IL CAGE "SUMS" NAIL 01 EQUAL JOINT E 5c ALE ISLr NOTE: USE TH15 VALLEY SET ALSO FOR 3 4 3Z TO I2 PITCH TA "' In M AX TRUSS SPAN SPEC /ES 1 GRADES /e e" No./ 5OuTHERN I / 7'- O' No. 2 I8'- 8 /500 . f... !ND GRRDE 0OUiL45 F'R 17'- 0.. — /8'- Q" /200 `• • • /500 .:0 iNo GRADE WESTERN HEMLOCK l G'- 6' 1200 j • NAN. TRU55 SPAN SPE E5 S' GRA DES 2 0 ' - 0 No. I S OL•rHERN PINE / 43' - 0' No 2 • 1500 f ` /ND. GRA OE DOUGLAS rio 20'- 0" /500 (' IND GRADE DOUGLAS FIFA /8' -4" ,200 T. " • - /9' 8 /500''' /NO GRADe WESTERN HEMLOCK /8'- 0" 1200T MAX. TR035 SPAN SPECS - 5 # GRADES LC •- 0" - 1 4 *- 4 '- No 1 SOurHEGN PINE 1•1; '2 /:<, - 0 1500 f ` /ND. GRA OE DOUGLAS rio - 14'-'8" /200'f" " • /5 8 • ___ - 14 )- :::4 7.-- : G4AUE WE57E17'1 HEMLOCK 1500 � r /ND_ _ " . _ f' " __. ._ .—_ - -v. rd -.___ 6" 444'L G 5 PE .Lt /: ; : — SF LF_E LINE OPTIONAL 80T7CM C/i -'L SPLICE FOR .'8' -8'4 20'- 0 TRU3 5f.: .SCALE /2'! r TRUSS SYM 1B'T ' - N 1 TRU55 SYMMETR/cAL 4B'Tt EXCEPT FOR OPTIONAL 003 / 7 CHORD 5PLKE(ONE PERM /TTE01 T4L':i .> SY'•r, ;:.L A. L 2NA'LS PEP :E C4MPIR B0TTC;•7 _ at -" 3 NAILS PER I'- 0" MIN. 2'- �. MAX. CAMBER S 0TTOA' 4 CH000 5 /8" 't '2 NAILS PERI2. CAMBER BOTTOM CHORD 3/4' 3 ^ /N L5 PE/,t' ,, 2' - G' MAX. 1 SGTTGM ; '.;E. 145 BER /200 'r' 1110 '5L21. DO/J3 :4 ,i O.? W'E5'�111 HEMCCCA OR No. 2 Ln ? t t 80TT0, "1 CH0R0 /' NEC �'2 25R \ /20 'r • /ND GRADE 00115: 172 Z ? 'WESTERN EMLOCK 0 N'o. C ✓ =. -ERN '7 OPT /Oh SPLICE LINE SEE GE74 %L .LBCi2 HALF ELEV,4T/C:V CF /8` TA'U55 L OP• /ON :L SPLICE LINE SEE 0f1A'L ABOvE 12 8'- 0" /5' 4 "MAX. :L :: 5D4N ?EA,,ING ie' - HALF ELEVL :i ".` ' -i /6`- C TR.,. 5 SCALE '"D" /2 /2 /8 MAY CIE;:,: SPAN 18'- S' Our TO GU' OF BE4RT'I J c` SCALE 1 /'-G" 12 \ BOTTOM CHCRD ¢ �-EO MEMPE :2 1200 lc" II/10 GRADE DOUGLAS F/R CR C ESTE.'1 - 4' HEMLOC/ • 6K NN. n. 2 50Grh2:C :i 22 2.4 /0'• O" 19'- 4' MAX. CLEAR 51:41/ J- . 2x4 9 =4' 2.4 WED 5E — RONEL CORPORATION 0 1255 BURLINGTON STREET OP•LOCRA, FLORIDA RONEL SYSTEM ;0 SYSTE STRENGTH ECONOMY QUALITY /8' -8' 20 =0" TRU55E 5, SPAN PITCH TYPE / - e'L'2 : 12 KING POST 20= o• APPROVED iQt ROME'. CORP., y - 71;1 -- STATE OP FLA NO. J DESIGNED R R.P Dot 5/22/62 I/2SAl- o' ic32q 212 / rl'_ 2 4 20= O" OUT TO T OF 3EAR /N0 HALF ELEV\ C 20=0' TRUSS SCALE IL' 3NA.'LS :-_.. a 2•J E - Bl ( 1 - 5:14 _ 70E h4.'L - - - - - 7r. 22 " . 2.4 5EAAi K _ EY C'iE,75 2 " 4 BE!,= - .' 3 BY OTHE1, 7" 2/i E 4' 4 '7 s vY L /2' L/2' 1 4' 4 'L 5 PCR i 4NAIL5 PEA - i- PEI /5E0 7 -5 GENERAL N0TE3 L0•0S TOP CHORD D L. l;' L. L 45 PSF OOT70M CHORD DL, /0 PSF TOTAL TRU55 LOAD 55 P5F TRUSSES SPACED 20'QC, ,'i/4> /MUN WADING DIAGRAM NOTE L • CLE4Q SPAN 11 FEET FORCES 11 NEMBERS ARE GETERMiNE0 ANALYTICALLY LUMBER : NWN :MUM LUMBER GRADES 417E AS SHOWN ON THE ELEVATIONS. CONNECTION PL dTES : ARE "RONEL 3d.RBGRIP /OOO SERIES" 20 GduE GALVGNTZED STEEL (UNLESS OTH'£R'NISE SHOW// d5 MANUFACTURED BY RONEL CORPORATION" PLATE5T08f INSTALLED ONOOTH FACES OF TRUSS. CONiecrioN5 : SAFE WORKING LOA0 EQUAL /40 PER PLUi3 DESIGN : ALLOWABLE 5TRE5555 HAVE BEEN IN - GRE4SED 33 % FOR :TORT T /ME LO4U /N• CONO /TONS. NAILS : TO BEI2, / / GAGE 'SCOTCH "S4/1. 0R EQUAL SHEET_- Of- SECTION DROP END GABLE SPECIAL END TRUSS DROP END GABLE BUILT UP 11 2 SPLICE DETAIL FOQ TM OQ BOTTOM CI -IOQD NOTE ALL PLATE !o.3 UNLESS OTHERWISE. SHOWN. ALL LUMBER 2K4 UNLE9.3 OTt+'ERWIS6 S1OWN- FULL BEARI ".6 THROUGHOUT BOTTOM CHORD.' WEBS 2'—O "! O.C. SPAN RONEL Ea, 6ynp SYSTEM ,PROVED FOR RONft CORY. RONEL CORPORATION CJ :255 BURLINGTON STREET OPA•LOCKA. FLORIDA PI'CH V4RIABLEVAQ49LE SPECIAL ENDS 7 7d NF Of STRENGTH ECONOMY •UoUTY 0E5'GHED CHECKED J.B. U SCUR DAR I " =P - O' 9- -( 2 ouwwc Ho. I()()' /2 a I O c d 1 O e N 0e , 3 " . 5 70 SV -/ o. ?.' ,P 4/90 f - 570,.:1 G � +66L7• - 9 m L 6 @ /,. D 0'2 II 6 • lO ' +6 a .F ro / /E 2' 1 t " /00' 4 - // ' 2 " r - 32 =4" MAX. SPAN /1/I /N /MUM GRAOE Of LUMBER 33' -o' A/ SOUTHERN P /NE 3 /' 4" /500 f' /NO GRADE DOUGLAS f/R 28-4' /SOQ Y" /NO GRADE WESTERN HEMLOCK MAX SPAN 32'-O' 2 "+-2" BLOCK SPL /CE L /NE—/ 1'- /' - /0' $/.7X CAMBLR BOTTOM 0‘10.20 / 2 "4 4 4 SYMMfTR /GAL ABOUT t. EXCEPT PoR BOTTOM CHORD SPL /CE (ONE PERM /TTED) ' -2' L 5'- O' S - O ' 5 - 0' S' O' y' LOAD /NG D /A6RAM ...SCALE '' =/' - O" /2 J2 A ✓o /NT;4^ 9'- 0' BOTTOM CHORD C 6YEB MEMBER$: /500 %" /NO. GRADE DOUGLAS F/R OR WESTERN HEMLOCK OR N.. / SOUTHERN P /NE 32' - 4' CLEAR SPAN 33'- 0" OUT TO OUT OF BEAR /NG /Zs. HALF EL E VAT /ON OF TRU55 SCALE: 12" = /' -0" LOADS OL. E L.L. TOP CHORD • 45 P5F DL. BOTTOM CHORD • /0 PSF TOTAL L0A0 - 55 Rip TRUSSES SPACED 2L-0 • QC.' MAX. 2 %4 1/! 2' 2T 4 BEAR/NG .2. (BY OTNER5)- 2' MAX. SPAN 33' -O' MAX. SPAN , "MAX. SPAN 2 9' -O' /o' 114A 'AN 33' - -0' 14X .SPAN 28' -4' II IWO SPL /CE L /Ne--/ I 3'" 8' OVL:RLAY W /TN 24 NA /LS PER 2. AL TERNA TE BOT TOM CHORD_ SPLICE AT G/O /NT A' SCALE: / GENERAL NOTES LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN ON THE ELEVATION. CD'HVECTIl1N PLATES: ARE RONEL BARBGRiP 1000 SERIES" 20 GAG( GALVANIZED STEEL AS MANUFACTURE) BY "RUNEL CORPORATION." PLATES TO BE INSTALLED ON BOTH FACES OF TRUSS JOINTS. CONNECTIONS: SAFE WORKING LOAD 170 PER PLUG. DESIGN: ALLOWABLE WORIUNG STRESSES HAVE BEEN INCREASED 33X FOR SHORT TIME LOADING CONDITIONS. (LUMBER ONLY) NW'. ARE I.", 11 GAGE "SCOTCH" NAIL OR EQUAL. 3 FORCE D /AGRAA/ SCALE+ /•" /000' 4 6 O.C. DWG. SPAN APPROVED FOR RONft COM. RONEI SYS EM RONEL CORPORATION 1 75 5 BURLINGTON STREET OPA- LOCKA. FLORIDA 2 z ro /2 TRUSS SER /ES PITCH 2'2:/2 T YPE FA N STRENGTH ECONOMY QUALITY iGNED AiF Ii BC ALE SN OWN 000 CHECKED .N DATE 4-9-64 l ) .).-.ya rt 4 rt 7+1 . . _ t -- Pre'.8. r 6. T1?-%/r1:-;..3 5 ') I.� LL . 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ARMANDO SANTAMA • , Aft ,y) F1.33155 ' ''' 4Pa 6- F R - E - VISIQNS ADDRESS 5855 SW 19 Street, Miami, P.A. 0033731 . • PH(786=44Z-853 . ��Y 0 1,1 of/ii c) 65 3 //,''( "; A C 1 0,2- (9 305"; 0 11 52,4 51.1 A- ° 020301',02 I/ a thi_ (74 5- -2, A 6, /A 2-03°5-.02, W/ ,AID R esis aRE comlic't/ 7 A 7 oo2. k-2. k-Skei kzice ke/./ v:-/14/v/p/i Izo.o° es 5-6 95 ' 146 2 >< 46, p1 p 11=1111=11111111111111 1=1111 1111 11111111111111.111IIIIIMINIMI 1111111.11111111111111111 . 11111111111111011111111MII MARK SIZE (Inch) TYPE AREA S.F ZONE MASS AREA CALCULATION GC Gepl WInd Pressure 52,4 f 11111IMENA. ,r 2.4 4 111 l 1: .il C .10 Lk) 5 / vi il 1 0 ea/ , _ AlouSe r DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. 'GLASS TYPE A OR B DETERMINATION (SEE NOTE 1) WINDOW 1 WIDTH WINDOW HEIGHT 26.000 87379 44.000 50.625 43 09 1 26.500 A A A , A A f'I .0 A A A A A A r2) A 08 B 8 B 63.000 A B B B 6 4.1:01 A MG B B B DESCRIPTION FLANGE FRAME IAMB (Alum. 6063 -T5) FIXED MEETING RAIL Alum. 6063 -T5 SASH MEETING - RAIL- (Alum.- 6063 -T5 SASH SIDE RAIL (Alum. 6063 -T5 GLAZING BEAD Alum. 6063 -T5T WINDLOAD ADAPTER Alum.. 6063 -T5 FLANGE FRAME HEAD (Alum. 6063 -T5) FLANGE FRAME SILL Alum. 6063 -T5 V.T. # 612225 612228 612229 612230 6534571 612236 612237 612238 612244 71OX1 76X1PPA 6TP247 7856A 781PQA 71096 70250 70251 7BRWHL2 61062W 62899 6TP249 2 ® ea. end of vent top rail 4 2 per Roller Housing) 2 ©vent to • bot roils & mt • . roil ® vent 'omb rail 24 BRASS WHEELS 25 WEATHERSTRIP - PILE \FINSEAL 26 SILICON 27 WEATHERSTRIP, PULB VINYL ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX VENDOR ALUMAX FASTEC MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER MERCHANTS DOW CORNING TEAM PLASTICS FASTENER VENDOR # AF -12225 AF -12228 AF -12229 AF -12230 AF -12237 AF -12238 AF -12239 AF -12240 AF- 532377 AF -12244 TP -247 MINIATURE DIE CASTING PGT.214.XX MASTER TOOL 7- -M10-251 70312 TP -249 ARGE , MISSILE IMPACT WINDOWS GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT. 2. 5/1 6" (.350) LAMINATED USING MONSANTO SAFLEX PVB OR DUPONT W/ BUTACITE INTERLAYER ' BETWEEN (2) LITES OF: - A. 1/8 ANNEALED GLASS B. 1/8 HEAT STRENGTHENED GLASS CONFIGURATIONS: XO or OX DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASTM E 1300 -98. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT 3. HEAD & SILL; MAX. 6" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING JAMBS: MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED. REFERENCE TEST REPORT: FTL -1969 MEN 57" VE DAYL OPE 58 1/4" MAX FIXED LITE DAYI MAX ;HT 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX • DAYLIGHT • --- DAYLIGHT OPENING . OPENING 8" MAX I - 4" MAX 1 1 8" M, 1--- 4" MAX MAX NT GHT . LING SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION Robert L. Clark. P.E PE #39712 T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Revsd t?y: F.K. Revsd B : F. K. Orawn th D. B. Title: Series /Idodet: HS -710 Dote: 11/5/01 Dote: 1/29/99 Dot 2 / 16 /98 A Revisions: UPDATE FOR RENEWAL Revisions: C -NO CHG THIS SHT Scat,:: Sheet: NIS 1 of 4 PRODUCT REVISt:I) ay oompt)•log with the norida Bolding Code Aoccptaucc No 0 &Oration 1 / to AR • raw Dade Prude Ditb)on Description: OX ELEVATION & B.O.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW Drawing No. 4112 AF- 534571 AF -12236 FS7826 -187 oatn,l .02 7 rev: C <TERIOR 4 MAX. HEIGHT ROUGH OPENING 2.710 .500 MAX. FIXED LITE DAYLIGHT OPENING ROUGH OPENING VERTICAL SECTION MAX. VENT DAYLIGHT OPENING ROUGH OPENING 2.784 1 /s" ANNEALED GLASS .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) 1/8" ANNEALED GLASS— Robert L, (,`►ark, P.E. PE #39712 Structural— MAX. DAYUGHT OPENING ---� MAX. WIDTH 2.643 --� HORIZONTAL SECTION 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX. 1529 NOKOMIS. FL 34274 1/8" HEAT STRENGTHENED GLASS .090 INTERLAYER• (MONSANTO SAFLEX OR DUPONT W /BUTACITE) "l GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS Read tdy: F.K. RevF 9 Dr a wn thy: O. B. Oescriptan: SECTIONS & GLAZING DETAIL Title: MAX. DAYLIGHT OPENING --I HS -710 EXTERIOR .705 1/8" HEAT STRENGTHENED GLASS Oote: 11/5/01 Date• 5/22/02 Dote: 2/16/98 Revisions: A00 GLASS DETAIL Revisions: C —NO CHG THIS SHT 2.784 ROtrnA OPENING PRODUCT (REVISED as complying with the Flot1l DnkUag Code Acceptance No Espiratloo Dal Dhisios ALUMINUM HORIZONTAL SLIDING WINDOW Series /Model: Scale: Sheet: Drawing • No. NTS 2 of 4 4112 Rev: C 1PPROVED OD BUCK 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) TYPICAL SILL SECTION SUBSTRATE ANCHORING 1/4" MAX.] SHIM 1/4" MAX. SHIM APPROVED 2x WOOD BUCK #10 WOOD. SCREW TYPICAL HEAD SECTION WOOD ANCHORING #10 WOOD SCREW w - .. ,. • 4 TYPICAL SILL SECTION WOOD ANCHORING APPROVED 2x WOOD BUCK 1 1/4" MIN. 1 1/4" MAX.J SHIM 1 1/4" MIN. 3/16" OR 1/4= TAPCON W/' #12 HD (SEE NOTE 1) 1/4" MAX. r SHIM Robert L; Clark, PE. PE #39712 Stnin,irlI ' 1 /4" MAX. SHIM APPROVED WOOD BUCK a. • • • . . a A •• TYPICAL JAMB SECTION SUBSTRATE ANCHORING NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 INDUSTRIES 1070 TECHNOLOGY NNE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 1 1/4" MIN. Revsd F. Title: Revsd By: `` F. Dra n8y: \ D.B. Description: Series /Model: #10 WOOD SCREW Dote: 1 /5/01 Dote 5/22/02 Dote: • 2/16/98 ANCHORAGE 1/4 ' MAX. SHIM APPROVED 2x WOOD BUCK Revisions: UPDATED TYPICAL JAMB SECTION WOOD ANCHORING Revisions: FIX TAPCON DESIG. 1 1/4" MIN. PRODUCT REVISED v compiylgg with the Florida Bolding Code Aoupuace No / - / .I EipinUoa (Hte • f(/ 8 eC....110J1111 lard Orde ' toducl C • - troi OMdoa .02 ALUMINUM HORIZONTAL SLIDING WINDOW Scold: Sheet: Drawing No. HS -710 I NTS 3 Ga 4 4112 Rev: C i 4 2.784 -►-� (---- .705 ►� .062 --•-1 I--4 -- .737 OFLANGE FRAME JAMB 6063 —T5 ALUM. O 5/16" GLAZING BEAD 1.187 — .062 0 FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE TEST REPORT: FTL -1969 1.349 ®FIXED MEETING RAIL 6063 —T5 ALUM. 1 .062 .723 .688 ---1 f--� 0 WIND LOAD ADAPTER 6063 —T5 ALUM. .062 1.403 10 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. 1 .373 Robert L. Clark, PE. PP it n , O SASH MEETING RAIL • 6063 —T5 ALUM. + r .062 7 1 a� f 1..273 L21O .• $ -.-17 1 0 FLANGE FRAME HEAD 6063 —T5 ALUM. itT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL, 34275 P.O. BOX 1529 Revsd 8y: evsd eX: F.K. Drawn 8y: F.K. Description: Dote: Dote: 122/02 1 1 1.970 e ® SASH SIDE RAIL 6063 —T5 ALUM. .062 - -0�-- 1 2.094 1.122 k 2.710 ®FIANGE FRAME SILL .6063—T5 ALUM. Revisions: ht? I • Revisions: C —NO CHG THIS SHT EXTRUSION PROFILES PRODUCT REVLSD as complying with tie ftori8s1 Buldlog Code Act: Whom No Bipirea 0 8 Wend Dede Product Cooln►T Division Title: ALUMINUM HORIZONTAL SLIDING WINDOW Series / Model: Scale: TS heel: 1 Orawinq No. 1 Rev: