85 NE 97 St (8)TRUSS SYMMETRICAL ABOUT EXCEPT
FOR BOTTOM CHORD SPLICE ONE PERMITTED)
2,3 WEB
(EMBERS 1200"f"
INDUSTRIAL GRADE WE5 -
ERN HEMLOCVS OR DOUGLAS F
OR ui0.2 SOUTHERN PINE
4 NA! LS PEA R.
5"
IR
.2
4 NAILS PER O.
r3
MdX. SPAN
MLX.SPI N 20'•8
FOR 3 "A 4"R.
..
I' -O" MINIMUM
CAMBER BOTTOM CHORD?j 3' -6" MAXIMUM
4'
4NAILS PER
SPUCE LINE
4'- 5
?K4
or
LOADSI
D L £ L L TOP CHORL) .... 45 p. a{
DL sort CIOQD IOas.f
TOTAL LOAD 55 psi
TRUSSES SPACED 2-0'0.0 MAX.
2 NA /LS PEP /
elk
2,4 WEB MEMBER
CONSTRUCTION WESTERN
HEMLOCK OR DOUGLAS FIR OR N0. 2
SOUTHERN PINE
2x4
FORCE DIAGRAM
SCALE: I - • 401-
8
12
2G=0" CLEAR SPAN
2V -8" OUT TO OUT OF BEARING f2
HALF ELEVATION OF TRUSS /200'f" INDUSTRIAL GRADE WESTERN
suLE :tz =ro HEMLOCIS OR DOUGLAS FIR OQ
MO.2 SOUTH Ef21J PItJE
0
b
4.
Co - 10"
/ /"
/ O"
9"
GENERAL NOTES:
LUMBE R :MINIMUM GRADES ARE 4,S SHOWN
• ON THE ELEVATION.
CONNECTION PLATES: AR[ "RONE4
BA
18GRIP 1000 SERIES, 20 GAGE
GALVANIC ED STEEL (UNLESS OTH-
WIS[ SHOWN) AS MANUPACTURED
BY "RONEL CORPORATION ", -
- PLATES TO BE, INSTALLED ON. BOTYI
PACES OF TRUSS
CONNECTIONS:WE WOR,t57NG LOAD EQUAL
I4Qa PER, PLUG
D E SIGAJt ALLOWABLE WORMING STRESSES
MAYS BEEN INCREASED 39 FOR
SNORT TIME LOADING CONDITIONS,
NAIL St TO 8E ILZ"LONG 4 11 GAGE "SCOTCH"
NAIL OR EOUAL.
5' MAX. SPAN 26 =8"
6'2" MAX. SPAN 25' - -O"
MAX SPAN 22'0";�
— 4 NAILS PER �.
RONEL CORPORATION
1233 BURLINGTON STREET
OPA.LOCkA. FLORIDA
•
RONEE
Sa.6a,tp
SYSTEM
STRENGTH
ECONOMY
QUALITY
2'2 TO 12 TRUSS SERIES
SPAN
26'-8"
APPROVED
FOR
ROMS CORP.
2x4 BEARING R. (BY OTHERS)
/ITCH
22:12
TYPE
w
NO
DESIGNFD
J Ei
I,'`
G l�il flt
4 -342
at
DR NO
x'-717 s AeaFLA. 1O()1.)
MAX.
SPAN
MINIMUM GRADE OF LUMBER
26'_Ba
NO,I SOUTHERN PINE OR
1500"f" INDUSTRIAL GRADE DOUGLAS FIR.
21-8"
I5001" INDUSTRIAL GRADE WESTERN NEMLOCii
21'•8'
12001" INDUSTRIAL GRADE DOUGLAS FIR.
P0..
1200 "f " INDUSTRIAL GRADE WESTERN HEMLOC6
OR N0. '2 SOUTHERN PINE
TRUSS SYMMETRICAL ABOUT EXCEPT
FOR BOTTOM CHORD SPLICE ONE PERMITTED)
2,3 WEB
(EMBERS 1200"f"
INDUSTRIAL GRADE WE5 -
ERN HEMLOCVS OR DOUGLAS F
OR ui0.2 SOUTHERN PINE
4 NA! LS PEA R.
5"
IR
.2
4 NAILS PER O.
r3
MdX. SPAN
MLX.SPI N 20'•8
FOR 3 "A 4"R.
..
I' -O" MINIMUM
CAMBER BOTTOM CHORD?j 3' -6" MAXIMUM
4'
4NAILS PER
SPUCE LINE
4'- 5
?K4
or
LOADSI
D L £ L L TOP CHORL) .... 45 p. a{
DL sort CIOQD IOas.f
TOTAL LOAD 55 psi
TRUSSES SPACED 2-0'0.0 MAX.
2 NA /LS PEP /
elk
2,4 WEB MEMBER
CONSTRUCTION WESTERN
HEMLOCK OR DOUGLAS FIR OR N0. 2
SOUTHERN PINE
2x4
FORCE DIAGRAM
SCALE: I - • 401-
8
12
2G=0" CLEAR SPAN
2V -8" OUT TO OUT OF BEARING f2
HALF ELEVATION OF TRUSS /200'f" INDUSTRIAL GRADE WESTERN
suLE :tz =ro HEMLOCIS OR DOUGLAS FIR OQ
MO.2 SOUTH Ef21J PItJE
0
b
4.
Co - 10"
/ /"
/ O"
9"
GENERAL NOTES:
LUMBE R :MINIMUM GRADES ARE 4,S SHOWN
• ON THE ELEVATION.
CONNECTION PLATES: AR[ "RONE4
BA
18GRIP 1000 SERIES, 20 GAGE
GALVANIC ED STEEL (UNLESS OTH-
WIS[ SHOWN) AS MANUPACTURED
BY "RONEL CORPORATION ", -
- PLATES TO BE, INSTALLED ON. BOTYI
PACES OF TRUSS
CONNECTIONS:WE WOR,t57NG LOAD EQUAL
I4Qa PER, PLUG
D E SIGAJt ALLOWABLE WORMING STRESSES
MAYS BEEN INCREASED 39 FOR
SNORT TIME LOADING CONDITIONS,
NAIL St TO 8E ILZ"LONG 4 11 GAGE "SCOTCH"
NAIL OR EOUAL.
5' MAX. SPAN 26 =8"
6'2" MAX. SPAN 25' - -O"
MAX SPAN 22'0";�
— 4 NAILS PER �.
RONEL CORPORATION
1233 BURLINGTON STREET
OPA.LOCkA. FLORIDA
•
RONEE
Sa.6a,tp
SYSTEM
STRENGTH
ECONOMY
QUALITY
2'2 TO 12 TRUSS SERIES
SPAN
26'-8"
APPROVED
FOR
ROMS CORP.
2x4 BEARING R. (BY OTHERS)
/ITCH
22:12
TYPE
w
NO
DESIGNFD
J Ei
I,'`
G l�il flt
4 -342
at
DR NO
x'-717 s AeaFLA. 1O()1.)
505
r06f
c
2'&
. d
n
y
' O
�%
. /
m
= - _37
9 ro
`�'
1-4580•
45a!:!#
ti
-0 00,
s _70: ¢ q oa
q - - - T -S63,5_#
55 5•
+ 5080
*55i5•
-n
,,
k n*
J o
a' - 8"
a'• a'
a' 3"
1 C
b
d
"4080}
e :
-4 /70,1
5
-
J22
f a
--53/6?' '
_4110
-53I / � -0s
3
a 4 ,
*5203* *433St
k J
Iota" � y 4 - 8 "
*520.3*
h 2
/O
26 -O"
GETA /L OF SOUTHERN P /NE SCALE er. L�
t[TFe vrE gar M „�Tw t %LfOrup a "r_ 3' e 3 -4" 3'-2 3 2' 3' - -2" 3- 3 1 4' 3 4"
CHORD ..PL /CE _ U r Y,N D O" / U - -..
scare !;�d _ N d � /5 ! Ji
2.G r Lx �l a i I� T _ . l 3 s' " b v ✓ m
�y Iv1AX PLN N 3 4 I G I' l ^a m "�
1 • — �� 6 / 6 1 21' I I 90* ICU h9a ��eJ '2uM 3�ZIt
" S.0 JaNT C' � st,0 D k
l -
• . t � • • � '��� I � __ I2345P1 !2946 I�1950u ,3500 "13500' +135 234 H794i
;04.M/µ l a A / 2'I - ry
r t1- 9"a"4.K 1' 4' `" AX 1 '—
BOTTOM CHORD 5PL /CE LIME (SEE' G - T.4/L ABOVE) ONE FERNT 2G'- J" !L C,-2 . ° '4U Ft
SPLKf L
2,2
0
LOADING DIAGP✓t 4 (71/P GIRDER}
El" OUT TO OUT OF
C3 B 8 is f E a un O HALF ELE A7 /3N OF : //P Glf?Dc R
TRU55E5 5P4METR/CAL ABOUT SCALE }' -: 2 �� 2
5
2 EXCEPT FOR BOT T314 M CHORD 4' - 4"!
I: . : J
' - OLTE.1W 59T../..211 Cd0P0 SPLCE OT✓O2,NT '3"
Z.4 } '� , _ca'' ; E / 'o" MAX. 5PAN26 8' /Lo' 4 /'¢"
I'
_ MGx.5PAN25'8'
a - � ' 2 MAX. SPAN2t' - -0' , !/' o' T 2 "
2 +� 9 ,. _ — 'L —]? 2 M4X. SPAN I&' -41r 9" r 2 P'
B�OCA T .4 " 2x 4 GR � __ - 1
SL 4"
a"
0
+'3 BL OCK
4' LON V.
7 8 !' - 2' QVERLAT TOP BOTTOM CHORD CQNS F' � -- . - �
/'-2' 28Na!LS FeR,2. ✓eP GR. DOUGLAS FIR OR l NO
GETL1/LXX(PEIJCJOINT OF57b.T4J55)
5PL /CE (O/iE PER/41r reo). �-
2 a H /N.
\ C4NBER aoTTL
220'0 -B ATCENrER
CAMBER BOTTOM CHORD/
3g AT CENTER
LOADING DIA RAM(HIPTRUS5 #2)
4' SCALE $
2 "
✓o d„
a"
26!-O' CLEAR 5P /V
8' OUT TOOUT OF BEARING fp s
HALF ELEIVAT /''V/ OF 11/9 TRUSS #/
SCALE l "=
5' -4' 5=4"
9
2 ,3
5
3P(/EE L /NE
3, 4
2
FORCE DIAGRAM (H'PTRU5.5 #2
SCALE )" 1!000 •
E LiuE -• 5' 50$45
PVC
9"0020.
as
-�J
2.4
24V-0" CLEAR SPAN
26'-8" OUT TO OUT OF BEAR /NG �s
HALF ELEVATION OF HP TRUSS #2
SCALE /'= /r -O'
3+
"
I t ti
t4 I,
/2
?.4
a
b
.L
k
4 �
fo IO S/ -0 Th ( - 1
B'
cALEa =L' -U
FORCE DIAGRAM (1/1P G
SCALE 0,3000*
4"4 4=4' 4=4
LOADING DAGRA/1(H,P TRUSS #/)
Sc4L "- /'o'
2
F O R C E D / A G R A M ( H I P TR 1) # /)
SCALE /
S L 6".
' -
MAX. SPAN 26' -8' r o" 1 "
MAX. SPAN 23' //" IV M4x, 5PAN 21'10' to" 1 2"
_J 2 "2
MAX. SPAN 1 -4" ,cam' 2 z
a P6 O " 4 P m
26'-0
GENERAL NOTES.
b
d
k
.5N/CE LINE _ ' 1
} ALT1erU4Tf BOTTO/YC,y02D
I _5a /CE OT ✓0 /,UT
5
LOADS:
OLRTL. TOP C/YORD.' a5 PjF
120. BOTTOM C/7O,PD.' /O PJ
TOTIL 045 /0N L040 : 55 P ,
9
fl_ woll
OUTR /GGER A"
t ai 'rt
a I II
!
OUT' /GGER °C"
12 "= /'o
LUMBER: ALL LUMBER TOBEA5 FOLLO45
UNLE55 O7 5HOWN,
TOP CHORD: 1500'7 ° l%C.GR WEST HEMLOCK
OR DOUGLAS Fa OR NO/ GOUT/ /ERN P/NE.
50T TOM CN0RD :1200Y " /NQ RN.. HEMLOCK
OR DOUGLAS FIR OR NO250077/ERN Pirt/E
23 NEB MEM33:/200'f "LND.O N. HEMLOCK
GZ? DOU6LA5 FIR OPNO2 SCX/TNERN PINE.
2.4 iNE8 MEM8: CONST LFDOUGLAS
RR OR WESTERN HEMLOCK.
CONNECT /ON /2s; ARE "RON& BARBGRP
1000 SER /E5'206AGEGALVA/IIZED 5TEEL
(UNLESS OTHE4i4%5E SHQ' /Ad AS. MPB. BY
RONEL CORPORATION. - PLATES TJBE
/A/5 TALL ED ONBOTHFACES OF TRUSS.
CONNECTIONS: SAFE WORKING L040
EQUAL5 /40 PER PLUG.
DESIG,V.' AL LOWABLE WORK /rl/G STRESSES
HAVE 5:5A/ /NCREA': eJ 33X FORSNJRT
TIME L)4L / / ✓•S CO/VD,
. N A ) L 5 : T O B E I ' 2 % GAGE''5COTCP"NA /L OR
EQUAL.
SEE DETAIL X X_
2x4( - p.)
o 0 d
GSPACE5 @2= O"OC =/2'O"
26 " - 8"
TRUSS LAYOUT
S CALE 4 " + /LO"
X 5 8 "
—4
z �
— P,'ala I v
J 6 -O /2"
DUTR /GGER 'B'
PAN
24=8"
APPROVED
FO!
RONEL CORP.
9' - ll 9 ,:
HIP OUTRIGGER
OUTRIGGER NOTES
1 - ALL OUTRIGGER LUMBER TO 65 /200M' /.NQ GRADE
DOUGLAS FR CR W,.HEMLOCK OR M 2 5ouTHERN
2 - BOTTOM CHORDS OF OUTRIGGERS TO HAVE CON-
NECTORS CAPABLE OF TRAN5NITT /NG THE FOLLCW-
ING LOADS:
TOP CHORDS OF OUTRIGGERS TO BE TOE NAILED EACH
FACE &Y/TN 2 -10d N4 /LS,
RONEL
ba.bgnp
SYSTEM
26=8 ", 2ro12 N/P SERIES
PITCH
2'2/2
w,ll Plare
1255 BURLINGTON STREET
OPA•LOCKA, FLORIDA
TY
/74
Sun of IL di
STANDARD 7kj55
H/P TRUSS # 2
N/P TRUSS #/
NP G /ROER
1/19 OUTRIGGER 720#
OUTRIGGER 'A' 385
!I i3' 330#
"
• 221
D D" 110#
RONEL CORPORATION
,d
H BE:ELCJr
TPFRw 1, ': ( 'C • f b'
�r•
2'-O'
OUTRIGGER ' )"
'2% I
/-0"
STRENGTH
ECONOMY
QUALITY
DESIGNED
L. T
SCALE
CHECKE
A.A.
DATe
5/262
t()()7(
SHEET_ Q _. ,
GIRDER
SPAN
LEMON OF TRUSSES TO BE CARRIED
I TQU5S
G'ROER
'2 TRUSS
GIRDER
3 TRUSS
GIRDER
20'-O"
II' -6'
24' -9'
38' - OP
25'- 8"
I I'- B"
25' -O•
38•-l'
25' -4'
IP -10'
25'4"
3D' -O'
25'0"
,2' -O"
25' -■O'
39' -6'
24 -8"
1 2' -2"
26=2'
40'-0'
24' - 4"
'2'4"
26' -6"
41 -8'
24' -0'
12' -(0"
26'-IO"
4e- 2'
23-8'
12' -8"
27' -4"
41' -0"
2S -4"
12' -10"
27-8'
42' -6'
23-0'
13-0'
20'2'
43 -2"
22'3"
13' -2'
28' -6'
43 -8'
22' -4
13-6"
23-0'
44' -4"
22' -O'
13-8"
29' - 4'
45'0'
21'- 8'
13-10"
29'-10"
45'- 9"
21 -4"
14' -2"
30' -4"
46'-6"
2I' -0'
14' -4'
3010'
47'4"
CAMBER 60T.
CH0RD 3 8 @CE.
_S SYMiMIE' QICAL 4800T t. EXCEPT FOR BOTTOM
" CHOR2 SPLICE CONE PERMITTED)
8
(p NAILS PER 4.
m 623346
I
• d +4043•
7'10'
COMSTRUCT101.1 J DOUGLAS FIR
OR NO.1 TF4ERN PINE.
TYPICAL 'p 3oLTs
(INSTALLED ,N 51-100)
4'. 6' O'JEoLAV R /' '
26 NAILS PER t2 41 , I ._ O . MIN.
4-10" / 2 o' MAX.
SPLICE LINE
NOTE : HALF ELEVATION OF
SCALE. '' "" 1' -0'
562 TABLE ABOVE FOR SPAN OF GIRDER E TRU.SES
TO BE CARRIED
BOLT TRUSSES TOGETHER WITH '2 " 4) BOLTS
45 5H0WW ON ELEVATION. 6 -
OR NAIL TRU55E5 TOGETHER WITH 16d NAIL5
FOR TWO TRU55 AND 40d 04I15 FOR THREE
TRU55 GI00E55 @ I -6" `- O.C.
.3Q g
2 - ' 2 3001
Q. + 4443"
0 4 -10"
5
+44443 g
y b 4 -10"
25' -4"
4 p0 i
LOADING DIAGRAM
SCALE
0)
2
2x WEB MEM. 12oo'L' 1110 GR DO OLA3 FIP OR
WESTERN HEMLOCK OR NO2 SOUTHERN PINE,
•
• 2x8
2 2
X42, 33
G
+41,443
a 7' - 10"
5 NAILS PER I
25 -4" CLEAR SDAN
m
TYPICAL ''2320L15 FOR FASTENING
TRU55 HANGERS TO 711E C4002R
(INSTALLED IN FELD)
GIRDER
12
BOT TOM CFK =RO 2.C. WEB MEM. STANDARD J 4 P DOUGLAS FIR
O4 WESTERN HEMLOCK OR N0.2 5OUTHERN PINE.
7'- 8'
26' -O" OUT TO OUT OF BEARING �s
ALTEQNATE BOTTOM CHORD SPLICE
SCALE: I2 "= 0-0"
2
r 8 NAILS PER 3.
7'
V 3.
SPLICE LIKE 44 NAILS PER
'
5EARIN5 3.(BY OTHERS
FORCE DIAGRAM
SCALE I ": 4000
1L 2"
2'
f
G NAILS PER 3.
0
a
2
J
GENERAL NOTES:
LUMBER MINIMUM LUMBER GRADES ARE AS `.USOWN ON
T11E ELEVATION.
CONNECTON R.s. ARE "OCHE! 3520012 000 SERIES"
20 3AGE GALVANIZED 5" (UNLESS 00.422J,'ISE
SHOWN) AS MANUFACTURED BY 'RONEL COFdP00AT10N"
PLATES TO 32 '.NSTALLEO ON 20TH FACES OF T01.55.
CONNECTIONS: SAFE WORKING LOAD 140 PER PLUG
DESISN AL_owASLE 100Q IN'G 5TQESSES HA/E BEEN
INCREASED 33% FoR SHORT TIME LDADING CONDITIONS.
NAILS: TO BE 1'q KII 2402 'SCOTCH" NAIL 00 EQUAL
TRUSS LOADING
TOP CHORE) L.L = 35.00 PS.F
15% REDUCTION = - 5.25 "
NET TOP 0 -1O00 L L =29.75 'I
TOP CHORD DL = 10.00 "
BOTTOM C NORD DL. =10.00 "
TOTAL TRUSS LOAD =49.75 PS.F
GIRDER LOADING
C37,2 - 8" + I' -0) 49.75 = 986.7 P L.F
RONEL CORPORATION
1255 BURLINGTON STREET
OPAL LOCKA. FLORIDA
RONEL
bo.bg4p
SYSTEM
STRENGTH
ECONOMY
QUALITY
SPAN
26
PITCH
2
20-O" GIRDER
TYPE
K. P
NO.
DE51058
AF
CHECKED
G.T.
SCALE DATE
SNOLAN 7.31-62
DEAwuRC No.
i t lUiil
8EOQ%VG /2. (aY0: VERS)
7'o•
- i55oo"
26 =0•
? ° ?• 3 BCGY.0
90.44 /LS P
A / T. S'PL/ .O/P 25-'0 G /eDE/e
GO t .OP
Air SYYtilc
p
5PC /CF /NE
A1T A' /CEC /NNF
5 r /'4'ovEQLEy
2G 0' CL £4R 50.4//
SCOG: /'• /=o•
25 =0• OUT TO OUT OF064R /NG/2s.
sco, a: /'• / = o
1 3 / 4 G 0 . 4 / , • 0 4= , ,. e •
/OQCE D /OGQ4M , /ate
. 5 YMN/E T.2/C4/ Z. 490UT
Z . EXCEPT 4/ ff./OWL/
LO4D3:
a/PG/4)04V ZO4Z
JET 43,1Cit P2QT /0A/
TOPCNOQO • /- • .r45. 675 P. G.F.
4orroM ch/oRD d=6' • /O • /5.0 PL.P.
B 2.5 PL.P.
FL47 PORT /OA/
Tt7 P C a,Q O t' o /GS. /94.65 RLP
4o7r owaeo.(o=4 a /'o•)/0. 43.3 .9L.•
4 238. /5 P L f.
TOP CUOQO L. Li D.L.- 45 P t P
.3OTTOM CA/04 O. L • /0 /:"
7DT44 LO4D 55R1.P
CO/VCINTR4TED LOAD
3orr ctro4a: ,55xP3 *d /4'R
2
&3 @COnt.
4 /T. 5PL/CE FO,P f ob 8 "
-
GENERAL NOTES:
LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN.
CONNECTION PLATES: ARE "RONEL BARBGRIP"
00o 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 L
DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN
INCREASED33 %FOR SHORT TIME LO ITI
FABRICATION: FOR 1000 OR 200 RIE5 H.i
E55
PLATES, JOINTS TO BE HELD TOGETHER FIRMLY IN PLACE
UNTIL TEETH ARE EMBEDDED IN WOOD.
NAILS: NAILS WHEN USED ARE 145" R 11 GAUGE "SCOTCH"
NAIL OR EQUAL.
25'0'4 26"8 `2 /2 1//P C /.QDER.
APP ROVED
POD
ROWEL CORP.
RONEL CORPORATION
401 N. W. 74til AVENUE
MIAMI. FLORIDA
ROWEL
Sarlp
SYFJ�1
STRENGTH
ECOto('
GUAUTY
2¢:
O/Pl..QO£
ELA
WANES
oU IGGE•A• (Ty p.•2'- oO•cMAX)
OUT G GER'3"
(2, OUT RIGGE'. "C"
, 2'•O
'ROOF' LNYOUT
?'•O" SET ta,Ac K OUTRiGGE. SET
re' ^ ,4 / r 7T-D, 4 , c, c7r7
CHYJ.G'O5 A'/ _' - NA /LS
OUTRIGGER 'A
OUT.'ZI G G E.I
2x4 3EARINIO k
3Y OTNERS
41)
ti i9
VO
2,4
2x4
705 ,�✓,7: !_ iL7.�>yE .'.3GJ7 - TC.7!"/ QOS
/',' 3 _ /G { .o .• S ;Atea {
4
4,_ a
6:0
12
VArZIE
a
h 3y
t4 DEA"i
3Y OTHEa9
ax4 3EA
it, "3`f O1-L$
OUT�IGCER
9: //
Dx43CA 11,1G f_
13Y QTI-;E71S
4IP
OUT,r"�1 GG�R
OUT .IGGEZ
EQLIA -Ar
ON sf\CN 81D
2x4 3EATAINa#
'ay oTHEZs
OUTRIGGEri,'r3
Di: DE Coe
APPROVED
POI
ROM EL CORP
GENERAL NOTES:
LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN.
CONNECTION PLATES: ARE "RONEL EARBGRlr
;coo SERIES 20 GAUGE GALVANIZED
STEEL AS MANUFACTURED BY " RONEL CORPORATION."
PLATES TO BE INSTALLED ON BOTH FACES OF TRUSS JOINTS
CONNECTIONS: SAFE WORKING LOAD I P. SI.
DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN
INCREASED 33 ,FOR SHORT TIME LOADING CONDITIONS
FABRICATION: FOR 100 00 ` O R 2 000 L
SERIES NAILLESS
PLATES, JOINTS TO EE HELD TOGETHER FIRMLY IN PLACE
UNTIL TEETH ARE EMBEDDED IN WOOD.
NAILS: NAILS WHEN USED ARE 11 x 11 GAUGE "SCOTCH"
NAIL OR EQUAL
RONEL
Sark
SYSTEM
RONEL CORPORATION
6l01 N. W. 74th AVENUE
MIAMI, FLORIDA
OUTiIGGEi� SET
? d� BA K
YAM MT[M Tl'P X0. L D NGNE 51.7).2° Yg1 ARIES C /�LL D TL
I'tl - O G - 1,�6G
DRAW W S M0.
3
RF, [ND. M0.10 G Erl STAIR OF F1A
�DOO
STRENGTH
ECONOMY
QUALITY
_ e
�2 + 3og 2. FiLLG
?=6' (4)
3to'(el
23
4c'e2.3
3' G' (e)
( 4 =o(0)
5T4NDQRD OVERHANG DETA /L
7 /2d NA /L5•
2q
2 = 6'M4K (4
3 0 "yJ4X (B) fff
2=
F /L1E2(nor/o1.4z)
4 to• Mex 0)
3T4NL74.4 O•ER/.(4NG DET4 /L
oveQN4NG 5C483E0 To 70P C40QA.
57O T.QUrt
24 L 146E4 CONNECTED 7D
T/E OE4.1 w/ -` 1 2 '0'0. c.—
(Or oT.UEe$)
2.6LEDGCQ CONNECTED 70 TIE OE4M
6.3Y 07
i
q b
UUQQ /CONE CL /P
4 = 6' F0¢ 2. 4 re:
.5:6• 2.6 7c
/1 /2d NA/
•
UU2Q /C4NECL /Q
4 ! 6' FOR 2.4 TG.
5=6'foe 2.c r.C.
NoTE..
(4) T /LE Roof' CovER /NG
(3)GR4 VEL ROOF coi/e/QYNG
OIE/2.R/4NG 14/ /174 RETURN.
s 4—
/2=o'M /N TRwJJA?N
0I'EQ//4NG <V /TN RETURN
5G4g3E0 7b 7•tPC.ROQG7
lh
NOTE: ILL LUMOLW /Soof /ND. GR. DOU6L/1S /R OR
WESTERN NE/MMLOCK OR No / SO(/TNERN P /NE.
D. C. DWG.
( /N6 NOTED
OM/T 63Q4C /NG fvf /EN.QETY/.QN /J SNEATb'ED
OM /T.3Q4f /NG FOR G 3.tiieLLEQ orf.e.( /4NG:
/2
U,o
o e ?,6
SPAN
4
2.3 CONr L3Qdc /NG
SEE NOTE 40o»E
7!
GENERAL NOTES:
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
INCREASED 3 9 ;FOR SHORT TIME LOADING CONDITIONS.
FABRICATION: FOR 1000 OR 2000 SERIES NAILLESS
PLATES, JOINTS TO BE HELD TOGETHER FIRMLY IN PLACE
UNTIL TEETH ARE EMBEDDED IN WOOD.
NAILS: NAILS WHEN USED ARE IV2" a I 1 GAUGE "SCOTCH"
NAIL OR EQUAL.
RONEL
/'P
SYSTEM
O !/ER//<1NG DE' T.4 /L 5
PITCH
2d orz
RONEL CORPORATION
6x01 N. M. 71.E AVENUE
MIAMI, FLORIDA
TYPE
MO.
APPROmED n
FOR
r 1j
RONEE CORP 1 .49I
R[ ENO. MO. I G S TE OF F
STRENGTH
ECONOMY
QUALITY
DESIGNED CHECKED
UEN4Pr M
/ 2/2/66
DRAWING
1113 J
GRDER.
GOGN
LENGTH OF TRUSSES TO BE CARRIED
1TRUSS
GIROEQ
2TUUSS
GIRDER
3TOUSS
GIRDER
21-0•
:7 - ff
2V -8'
4cY -107
0 -e• -
12' -IOC
27 2
4P -6•
, -
13-O'
27 -8"
42• -4•
r4-d
13' - 2•
28 -2•
43' -O•
Ie' - -S
13
28 -er
43' -.0•
le "4'
13' -8
29f -2'
44" Et!
na -O•
:4• -d•
29' S.
45' -6'
17 - ES'
I4
9d
46' - 4•
R'' - 4•
14' -0'
3O' -i0•
4P-4.
LP4
I4' -KY
sit e• .
48 4•
16 ' -- 5.v-o•
3r- 2 '
4V-2.
ia. 4'
ei-4P
32 -Id
so.-
le-c•
19' - -8•
33 4a•
51' - 4"
75"
Kd -CI•
34' - 4 •
9244"
.O - 4.
+4: -4
35-Q
59'-IO'
17 -0r
16' -Id
35' -Id
55' -O'
TYPKAL 80u
(17.5TALLED I J SHOP)
TV PCAL S' (1:8oLTS FOR `'
FASTENING TUO 5 4114GE125
TO TILE GIRDER(INSTALLEO
IN THE FIELD)
CAMBER BOTT
CHORD
LOADING DIAGRAM
1 ,5 --SyMMETRCAL A(fOUT QA
Co'
G NAILS PER 4.
NOTE
FORCES IN MEmBERS NAVE BEEN
COMPUTED ANALVTICALLV-
•
1.7EMLOLK.O9 1307 SOU11-4EL -3 PANE.
STANDARD GRACE DOUGLAS PQ OEt WESTERN
NEMLOCK.OR MS2 SOuTMERJ PINE
• 21,8
CONSL GRADE DOU'.2 6 FR OR WESTERN
•
12
2'
•
t9' -4 CLEAR S1
20 OUT TO CUT OF BEARING 12S
HALF ELEVATION OF GIRDER
SCALE rj -O•
5E E TABLE ABOVE FOR SPAN OF G1QL)eR 4 TRUSSES
TO BE CARRIED.
OPTIOMAL BOTTOM CHORD SPLICE
8 NAILS PER �.
9 •
2.4 Ex° r :G R (ev on:L2sy'
TRUSS LOADING
TOP C1-TORO LL- = 35.00 PS F
15% RECOCTION = - 525 ' "
JET TOP Q10QO LL = 2975 •
roP 0 -IOQO DL. = 10.00 • "
80t Q -IOQD O.L. = 10.0O • "
TOTAL TRUSS LOAD = 49.75 P.S.F.
GIRDER LQADWG:
(4132" 0 +I' 09(4975) =10572 P.L.F
MOTE:
BULT TR1J55E5 TOGETHER WITH V() BOLTS AS
SHOWN ON ELEV4TIO14.
OR AWL TRUSSES TOGETHER WITH 16d (JAILS
FOR TWO TRUSS AND 40d NAILS FOR THREE
W055 GIRDERS € 1'- 6' -II0C
GENERAL NOTES:
LUMBER: MINIMUM LUMBEQ G42110E5 ARE AS
9-owm GN T1-E ELEVA110N.
CONNECTION ARE "QOM& BAQBGQP 1000 SERIES'
20 GAGE GALVANIZED STEEL (UNLESS OTHER -.
-WISE_ SHOW14) AS MANUFACTURED BY `RONEL
CORP' PLATES 10 BE INSTALLER ON 801H PACES
OF TRUSS.
CONNECTIONS: SAFE WORKING LOAO EQUAL 140+
PER PLUS.
OE: At. ALLOWABLE WORKING STRESSES NAVE
BEDJ INCREASED 331• FOR SPORT TIME
LCYIORKi CONOITIONS.
NAILS: TO BE 0.7%11 GAGE - ScolC14 . NAIL OR E ZUAL•
WW1
20' -0"
RONa
SYSTEM q[
SYSTE
APYROYED
Rag CORR
ROW!. CORPORATION
MCH
2212
1253 BURLINGTON STREET
ORA.LOCKA. FLORIDA
c%O' -O" GIRDER
ry
K.P
74
STRENGTH
ECONOMY
QUALITY
SIGNED
CHE K[D
v.r
�d lOWN 7 /24/62
DRAWING NO.
IUOi33
MAX.
L
LAST
VALLEY TRUSS
8 =0'
V r - 4
/2 -0"
VT -
loo' - -O"
VT -12
2o'O`
yr -lG
24'O"
VT -20
28 =0'
VT -24
320"
VT -28
36'0'
v; -32
4O -O'
vT -3G
JOINT A
n =7
rJ
VT- 8
X -O"
STANDARD TOSS CR G'ROEQJ
L" X I
TYPICAL VALLEY TRUSS LAYOUT
SCALE. a" - 1' -O"
VT- 20
/ vT- 4 \
VT-
VT-- i2 .y�
VT -16 \‘‘' ou
LAST VALLEY TRUSS T\,I CV
JOINT B
SCALE. 1 .1' -0"
2
-22 C-i
TVA?
0
26'_O" TYPSCT.
VT -28
2'
TYPICAL SECTION
2x4 CUT TORTCH
OR HALF OF 2)
JO NT 0
SUGGESTED BOTTOM
CHORD LUMBER
-
. -a• r "
-2x6
l7
24' -O"
VT -24
O
2
i
JOINT C-I4. C2
scaLE: l2 _ 7,
c -I 3• (
c-2 P..
2¢ =i2 cur a: GENERAL NOTES
I
cur TOPTCH
vT 1.25
2 ,
2
��,.. C2
0 0 •
32 =0'4 36' - -O'
VT- 320'$ 3G' - -0"
LUMBER :ALL LUMBER TO BE 2x4 (UNLESS
OTHERWISE SHOWN) 1200 "P a GRADE
DOUGLAS FIR OR WESTERN HEMLOCK OR
NO. 2 SOUTHEP. J PINE.
CONNECTION PLATES: ARE "RONEL BARbCRIP ICA SERIES" 20 GAGE
GALVANIZED FEEL AS MANUFACTURE) BV "RONEL CORPORATION."
PLATES TO BE INSTALLED ON BOTH FRGES OF TRUSS JOINTS
CONNECTIONS: SAFE WORKING LOAD 140' ?ER PIUG.
DESIGN: ALLOWABLE WORKNG STRESSES HAVE BEEN INCREASED — FOR
SHORT TIME LOADING CONDITIONS
NAILS ARE bE' E 11 GAGE "SCOTCH" NAIL OR EQUAL
REV /SED 3//6//963
RONEL CORPORATION O
RONEL
barbg ip
SYSTEM
STRENGTH
ECONOMY
QUALITY
VALLEY TRUSS SERIES
SPAN
TO 34'-0*
TYPE
PITCH
22.12
1753 BURLINGTON STREET
OPA- LOCKA, ELORICA
S!GNED
J.8.
SC.W
CHECKED
1
NOTE
f- - _A
jONT E
5C ALE .'Sail' -O�
USE- TI-N5 VALLEY SET ALSO FOR 3 E 32 TO 12 PITG
8/ 1/02
pR EAMNG NO.
X0683
RONEL CORP l I I I 9 .
.END. NO. s = LA. i ` ` -
MAX. SPAN 320"
2.2 BLOCK
//" CANTS. 4 TO 6' - -!
4376•
4iB /O
33=0'
RONEL CORPORATION
1235 •URUNOTON SIREN
OPA- LOCRA. PtOR1DA
2's:/2
CANT/LEVER NO ��
U5E REGULAR TRUSS al/G. J 23 6 \
T06' -6/
C AS
R/GHT 5/DE
"
a
3t�
CANT /LEVER5 3' -O" TO
DESIGN AS SHOWN
MAX. SPAN 33 =0'
5PL /CE L /NE
(CWE PEPA4 /TTED
1
LOAD /NG D /AGRAM
SCALD! '4'= /' -O"
— A -
c1 3• Tom•
O•
... � 1 I a.
I
MAX. SPAN (OUT TO OUT OF 6R8. ,£s) 30' -O'
MAX. SPAN (OUT TO OUT OF BRG. , ,.) 28=3' UP TO
MAX. SPAN (our TO OUT OF BRG. , Es . ) 26' - 6'
MAX /MUM OVERALL SPAN 33' - O'
HALF ELEVAT /ON OF CANT /LEVER
SCALE: /'2"
LOADS:
DL. f L.L. TOP CHORD • 45 P5,
OL. BOTTOM CHORD • /0 R5R
TOTAL DE5/GN LOAD • 55 RSA"
�.v
TRUSSES SPACED 2' O" OC. MAX /MUM
/2
CANTS 4'-
TO 6' -S'
UP TO 28' -3"
26' - 6'
22
FOR CANT UP TO /=6' DO NOT U5E WEDGE CR VERT /CAL MEMBER.
F O R CANT F R O M / ' - T 0 2 - " USE 2 x4 WEDGE ONLY
FOR CANT FROM 2' -6" TO 3' -O" ADD 2x4 VERT /CAL MEMBER.
— 3 x 6',2 TO Dee" FROM EDGE OF WEDGE OR
{� 2. 2' FROM VERT. 2,4 (WHEN VERr 2,4 /S USED)
y /2
�-
2.4 WEDGE
STANDARD TRUSS
2x4
3 =0' CANT TR4/55
WITH 5T0 BRG. CONO /T /ON
OPPOSITE END.
/72
-990'
/ =0' 34 CANTS. 3' -O' TO 4' -
I. I ' —2,r4 ERG /2. (TYR)
(3Y OTHER5) •
CANT /LEVER 3' -O' TO 4 =3'
CANT /LEVER 4' -9" TO
CANT /LEVER a -6"
6
e - 3040•
J<
•
r
- 9
6'-6' CANT. TRUSS • 3 /00.4
WITH ENO CQNLLT /ON 4 -3040•
FORCE 0/.GRAMS
$CALL: / "- /000'
t- - J
8
DC DWG.
te- y /'- 6' ¢ UNDER
� s7 - 0 TRU55 D E9 /G,Y
/L6'ro
2=g" UR TO .3=0"
ADO 2.4 MEMBER
UP TO 2=6* OVERHANG
RONEE
SYS EM
APPROVED
POI
EONS. CORP.
STANDARD .2.
UP TO 2 •.H.
CANT /LEVER UP TO 3' - -O'
SCALE: /'a'
NOTE5: TOR GENERAL NOTES SEE STANDARD
TRUSS DRAWING /0623
TH /5 TRU55 DE5 /GN TO BE USED FOR
ANY COMB /NAT /ON OF CANT /LEVERS
UP TO A MAXIMUM OF 6=6' AT E/TNER
OR BOTH ENDS.
STRENGTH
ECONOMY
QUALITY
33'--0" TRUSS
W/711 CANT /LEVERS UP TO 6'- 6'
.174 awe s
FLA.
REE.DHLD
M.fY.
YA
3CAUU DAM
yroWiN 4 -/3
166
SNEEY—
off__
I
I. R. k
■
1
33'-0'
u . n
V I.
I _
MAX. SPAN 320"
2.2 BLOCK
//" CANTS. 4 TO 6' - -!
4376•
4iB /O
33=0'
RONEL CORPORATION
1235 •URUNOTON SIREN
OPA- LOCRA. PtOR1DA
2's:/2
CANT/LEVER NO ��
U5E REGULAR TRUSS al/G. J 23 6 \
T06' -6/
C AS
R/GHT 5/DE
"
a
3t�
CANT /LEVER5 3' -O" TO
DESIGN AS SHOWN
MAX. SPAN 33 =0'
5PL /CE L /NE
(CWE PEPA4 /TTED
1
LOAD /NG D /AGRAM
SCALD! '4'= /' -O"
— A -
c1 3• Tom•
O•
... � 1 I a.
I
MAX. SPAN (OUT TO OUT OF 6R8. ,£s) 30' -O'
MAX. SPAN (OUT TO OUT OF BRG. , ,.) 28=3' UP TO
MAX. SPAN (our TO OUT OF BRG. , Es . ) 26' - 6'
MAX /MUM OVERALL SPAN 33' - O'
HALF ELEVAT /ON OF CANT /LEVER
SCALE: /'2"
LOADS:
DL. f L.L. TOP CHORD • 45 P5,
OL. BOTTOM CHORD • /0 R5R
TOTAL DE5/GN LOAD • 55 RSA"
�.v
TRUSSES SPACED 2' O" OC. MAX /MUM
/2
CANTS 4'-
TO 6' -S'
UP TO 28' -3"
26' - 6'
22
FOR CANT UP TO /=6' DO NOT U5E WEDGE CR VERT /CAL MEMBER.
F O R CANT F R O M / ' - T 0 2 - " USE 2 x4 WEDGE ONLY
FOR CANT FROM 2' -6" TO 3' -O" ADD 2x4 VERT /CAL MEMBER.
— 3 x 6',2 TO Dee" FROM EDGE OF WEDGE OR
{� 2. 2' FROM VERT. 2,4 (WHEN VERr 2,4 /S USED)
y /2
�-
2.4 WEDGE
STANDARD TRUSS
2x4
3 =0' CANT TR4/55
WITH 5T0 BRG. CONO /T /ON
OPPOSITE END.
/72
-990'
/ =0' 34 CANTS. 3' -O' TO 4' -
I. I ' —2,r4 ERG /2. (TYR)
(3Y OTHER5) •
CANT /LEVER 3' -O' TO 4 =3'
CANT /LEVER 4' -9" TO
CANT /LEVER a -6"
6
e - 3040•
J<
•
r
- 9
6'-6' CANT. TRUSS • 3 /00.4
WITH ENO CQNLLT /ON 4 -3040•
FORCE 0/.GRAMS
$CALL: / "- /000'
t- - J
8
DC DWG.
te- y /'- 6' ¢ UNDER
� s7 - 0 TRU55 D E9 /G,Y
/L6'ro
2=g" UR TO .3=0"
ADO 2.4 MEMBER
UP TO 2=6* OVERHANG
RONEE
SYS EM
APPROVED
POI
EONS. CORP.
STANDARD .2.
UP TO 2 •.H.
CANT /LEVER UP TO 3' - -O'
SCALE: /'a'
NOTE5: TOR GENERAL NOTES SEE STANDARD
TRUSS DRAWING /0623
TH /5 TRU55 DE5 /GN TO BE USED FOR
ANY COMB /NAT /ON OF CANT /LEVERS
UP TO A MAXIMUM OF 6=6' AT E/TNER
OR BOTH ENDS.
STRENGTH
ECONOMY
QUALITY
33'--0" TRUSS
W/711 CANT /LEVERS UP TO 6'- 6'
.174 awe s
FLA.
REE.DHLD
M.fY.
YA
3CAUU DAM
yroWiN 4 -/3
166
SNEEY—
off__
4 %"
r n
°
0
t o"
BEARING ;
(1" (DY OTHERS
22
12
c
_6 056.**-
+7900. +7900 • +5900• P
t k I
a -a• 3 a'- z•
17- C"
7- 0"
22
- 59ool
° 0 s o
. 7' o"
12
3
G OADING DIAGRAM
SCALE: 8 1'O
L
0
7 2 8_
t79....., +7 9oo •
L 4 1 b {
3=o" 3!8• r
LOADS'
M'DSPAN
4"
2K 2 '
1 -3'
/5-10" CLEAR SPd N.
CAMBER a"
2:/
_ TRUSS SYMMETRICAL A80UT M/OSPAN
(EXCEPT AS SHOWN)
d CR
TO,a CHORDS DLI'LL•
&OTTOM CHORDS DL=
TOTAL LOAD=
/7 6" CLEAR SPAN
/6 -6" OUT To OUT OF BEd RI NG fc�
HALFELEVAT,ON OF HIP GIRDER
SC4 LE: /p' /!0"
M/03 PAN I MUSS SYMMETRICAL ABOU M/DSPAN
NIEX CEPT 4.5 -SHOWN).
8 4 "
• 1.
OP / ONI4L ._ t (,
SPLICES UNEJ
2- /"
4'5 RLF
/93 PLF.
238 PLF.
8"
r 1
/8 -2" ourro OF BEARIN f2s
1-14LF ELEVATION OF HIP GIRDER
SCALE: lf= /IQ"
2
t=
a -5
L
23
FORCE D /4GRAM
SCALE' / 2,000
5 -1
LOADING DIAGRAM
SCALE: g • I-O
ALL LUMBER:
NO. /SOUTHERN PINE
FORCE DIAGRAM
SCALE: 1'= 1,000•
SPAN
RONEL
bolby.fp
SYSTEM
5
GENERAL NOTES:
LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN.
CONNECTION PLATES: ARE "RONEL BARBGRIP 100D
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 * PER PLUG.
DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN IM.
CREASED 337 FOR SHORT TIME LOAD.NG CONDITYJNS. "LUM3ER ONLY)
NAILS: ME 11/2 GAGE "SCOTCH" NAIL OR EQUAL
RONEL CORPORATION
6401 N. W. 741h AVENUE
MIAMI, FLORIDA
/(" 6" fl /8=2" HIP GIRDERS
(7 -0" 5E7 E3.4 C/-0
P1701 TY►! NO_
24112 RP
APPROVE
FOR
RONEL COPP.
Ie6. D+o. la. 10688 +wt a FL+..
DIUGNID
OLM:v.GUE2
, OWN
STRENGTH
ECONOMY
QUAUTY
0 *C UD
LIIT
DAM
7-12 - GS
1
SH -- OF
•
•
• a #
2
SCI a • -37. t?c - 97aOca % \\ •t •ti � - .s / /62s
a
0
1
3
4-30229
e 4
/i2 "'
�4So2,2
:.
6 =
e
5: o"
430 22 9•
G =2"
22 =
LOAD/NU_ O[AGRAM.
scarEr .J 0' •
1=F)" M'N.
SPLICE: LtI,IE
s ,_ d
22!4' CLEAR SPAN
1,3;8° our ro our Of G/ROER
/1.41 F ELEVATION OF_ H /P_G1RDER
THREE' .TRUSSES BOLTED TOGEJf ER.
t_9 8Q AS SHOWN ON ELEVATION
5C61.21 /P./
3
2
LOADS:
BOTTOM CHORD • ': 34 2 (0-89 rss 936RLS,
4' D oLT3 (T7 PJ
` 'rAMeER
FOR C& DJAGQAfL
3coLe• lz4000°
AC.
A LUMBER;
NO./ SOUTHCRKP_LNE
COLLIE NOTES
LUMBER MINIMUM LUMBER GRADES ARE AS SHOWN ON INC woo.
CONNECTION PLATES: AXE " ROWEL BARBGRIP 1000 SERIES" 20 GAGE
GALVANIZED STEEL AS MANUFACTUREU BY "ROWEL CORPORATION
PLATES TO BE INSTALLED ON BOTH FACES OF TRUSS MIS.
CONNECTIONS: Sag wow LOAF) 1 74 PER PLUG.
DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCREASED e3ro FOR
4 LQ
SHORT TIME LOADING CONDITIONS. CLUE ESE N LY ) .
NAILS: ARE WI 11 GAGE "SCOTCH" NAIL OR EQUAL.
RONEE
SYS
23- • 1 3: /2 ' xi,*st RG
RONEL CORPORATION
1235 BURLINGTON STRUT
OM •LOCRA, FLORIDA.
STRENGTH
ECONOMY
QUALITY
23 HIP GIRDER.
(StAPRYIr iG 344" TRUSSES)
SPAN I M $ E Tm .. 1 NO.
AHROVIID
104
Rom COM
Dq 1 - p •
Leo
SCMS
Of
-5_PL/CE Li/YE,/
CAMBER ocirroki
CHORD
Mo5PAA1
4 0"
c.ktiee
CHORD '2"
2.4.
2„ C-P
_
— 2_ MIO5PAN
t- 3' t'
4",
j
4PLICE 1:0" 1.11N
3 (:)" MAX.
r
33= 4" MAX. CLEAR 5PAN
7L 2"
33:4" MAX. CLEAR SPAN
34=o" OUT TO OUT OF 13 EAR/IVG /
RALF ELEVATION OF HIP TRUSS ° 2
5cALE: o'
\ 34=0' OUT TO CUT OF BEAI2ING es \
t
L041..//)ti Cir.:GRA:4
.5cY,LE:
12 ,
'2z
c h CI .1
■..0 e A,
5 O h 3
-8s* e
.1 q
b rs.: sso*
+7ogo +54 -1-
,2,QT • 7
in
(.■' e 4 k 4- .1 Z: h
. i,_ s'-'2" A a'-o" 2"
1
CO N.STRI.; C 7 I.: N J_LP DOU ;LA.: /7/re
W :5 H L o 1
11°. / 50U71/1 - IN
HALF ELEVATION CF H/P I Rd::: # 1
SCALE: 1".-IIC.Y
v
. 12 1 2
7t G"
o71 C=1; ORD f' WEB ,^4t.HLA5R5
f rt:"Te
ON l'‘L /HAW. GC
No. ';?. 504. I /
CONSTI,V rN P DOUGLAS I'll,'
OR W Ej EM L K OR
Ha 1 50 u THZ/elti
t3OT , OM CHORD1
12o0 - t ;-;".■ Do,. 1 /k
OR WEST.E1.' //L.' 0
Pio 2 50u//ii.i.? N
2
II
N N
0 0
f
/..- 2' f 2; MAX SPAN 34'-o" 4 o
c . In
-49oo*
d 0
b i.
°
Ile IA' MAY. SPAN 3I=8" 11 So
t 1
i 9/ N
I- d
l3 NIA?( :P41`1 26 cl 1 s 9,
a m 4G.818*
• # I *
to ,-, - t
7 4-0
4
IL
MAX.5PAN 34e
1-1 ?" MAX .5,4N 316"
/10 3 MAX.4N 28
-4 k.
• in
NOT.' :
_
014 GENE,?,',/ No r 70 Y1111 I 014(: /Oor,9
LOADING DIAGRAM
SCALE I=O•
e 0
f i
a. to
+Gets*
4
4. k
7 "Tt. 6" CO
— r.--
FORCE DIAGRAM
SCALE: /: ;000
LOADS *
TOP 0-i0R0 L. L.L. 45 P5F
BOTTOM 10 P5F
TOTAL TRUSS LOAD 55 P.5F
SPAN
RONEL
barbgrip
SYSTEM
*
0
12
34'-o" 2'2:i2 HIP
TRUSSES SPACED 2 ac MAK/M6'M
ALTERNA7E OESIGN DATA
TOTAL, LOADING 4/ PS.F
tY0 LLLOWZ.13LE 577- INCOE,45.e
RONEL CORPORATION
1255 BURLINGTON STREET
OPA-LOCKA, FLORIDA
34=0; 2'2:12 //IP 5Ekell5
NIP TR 1. E / 2
PITCH TYPE NO. DESIGNED CHECKED
PRP. N.5.1
APPROVED
RONEL CORP.
R . ENG 4 STATE OF FLA.
STRENGTH
ECONOMY
QUALITY
SCALE
1.5 '•
DATE
DRAWING NO
10 071
SHEET 3 OF 3
a'1 2.Po
M /DSPAN
1- 4 NA /L5 PER R.
7 NAILS PER R.
4 NA /LS PER lc
S t!4'Q.vERLAY /Y _
W� 8QJYAZLSPER /P.
SPLICE LINE
c MBER 8OTTOM CHORD
CENTER
LOADS
BOTTOM CHORD (°.ZB. = 349 PL F
ALL WEB MEMBERS /2007 IND. GRADE
DOUGL65 FIR, OR WESTERN HEMLOCK
oR Na 2 SOUTHERN P /Ng
2N4 /LS PERK
2,8
7N4 /L5 PERQ
13 NAILS PER rE
33'- 4'
LOADING DIAGRAM
scats 4- I o
—r—
/ . 2 "
-
4%0
33.4' MAX_ CLEAR SPAN
34 =0" OUT TO OUT OF BEARING R'
b 2':
IF ,. V3 --• 21800 _21 B�o -2100.4 _ /95o
AU a
a — 4
1 ELEVATION OF HIP GIRDER
SCALE /2 1 0
3 =0"
ALTERNATE PE5IG/Y DATA
TO AL. 4
LO4D /NG rPSF
NO 41..LCLvABLE 0T/7f.S 5 /NC,<ZF, 5E
BOT7 O.Y CHUKO I +L� it. 259n PLF
TOP 1 BOTTOM C&ORCS
coNSTRucT/ otY J1 P GRADE DOUGLAS F/R
OR WE3TERN HEMLOCK, OR '1 SOUTHERN PINE
2x8
12
2i
4N4/L5 PER T2 /2 NAILS PER
FORCE D /A GI2AM
Score: 1 3fJOU
6-1
4
J
FORGENERAL NOTES SEE DWG. i /0069
SPAN
34 0"
RONEL
barb grip
SYSTEM
APPROVED .
FOR
RONEL CORP.
PITCH
2:/2
2.6 SCAB 2. "LONG NAILED
ON ONE F4CE OF TRU55
W /TH 11 /2c. NAILS 13 S HO WN.
RONEL CORPORATION
•
I255 BURLINGTON STREET
OPA- LOCKA, FLORIDA
34 -0;
2:/2 HI P SERIES
HIP GIRDER
TYPE
NO.
STATE a rLA.
1
STRENGTH
ECONOMY
QUALITY
DESIGNED
R.P. P
LE
A5 S
CHECKED
M. 5.J
DATE
ro -26�G2
DRAWING NO.
1 0070
SHEET ? 011.3—
6
i
OUTR /GGER A"
1
•
2i
I2
34 = o"
ROOF LAY
Scot /e: : / o"
ALT !Z /. a/ri
WITH 2,4TOPcHOI
5c7./ !'o
/1 //' /!:u. N. o
HIP
12.1(.3',00, /O
FO. < 2C- ' OR UNDER
JTE GIV:i /000C
5' l08"
=_u
UU7IZ /G:3EN 0
J 1 0 1 8"
ALT!' : 7-0-14 I UU/i' <'I
WNW 2.4 TG/' CH
----._..
3 '.108
4 ' 4 ''O•
•
L0405
TYPICAL FOR OUTR /GGER5
8
t,-l2: Er F
TOP CHORD 0.4 L. L
6O7TOM C/'RO DL
TOTAL TRUSS LcAO
UUTA'I i ER F"
/e
2.4 N7
C.r / 1
_ O „ coN_ TRUCT, �NJ /P DoucLes �R
1 I 9
1 } /
OR WESTERN 1 /EA,L P.: I;' OR 6
h /U 5OUTNE RN PINE
i a
1
/NUi/a- 7I(./AL GRAGE
/x J OR WESTERN HEMLOCK
OR No / SCU7 RN RINE
12
_7, 108.,
OUTR /GGER "C
5m/e: 1. /=c.'
OUTR /GGER NOTES
LUMBER : ALL 2,4 04/TRIGGER LUMBER TO BE /200!
INDUSTRIAL GRADE DOUGLAS FIR OR
WESTERN HEMLOCK OR No 2 SOUTHERN PINE
UNLESS OTHERW /SE SHOWN).
ALL 2.6 OUTRIGGER L UNBER TO ez STANcARDJ4P
DOUGLAS f/R, OR WESTERN HEMLOCK, OR No 250UTMERN
TINA (UNLE55 OTHERW1355HOWN)
CON/yECTCRS: BOTTOM CHORD OF OUTRIGGERS TO HAVE
CONNECTORS CAPAELE OFTRANS.MITTING. THE
FOLLOWING L CADS
HIP OUTRIGGER 2220A-
OUTRIGGER "A" : FG05
OUTRIGGER "6". 550
OVTRI GOER 'C".• 440
OUTRIGGER b • 330
OUTRIGGER 't 220'
OUTRIGGER "F": 110*
45 PSF
10 ASP
5.5 RSA
GENERAL NOTES.
LUMBER + MINIMUM LUMBER GRADES ARE AS
SHOWN ON THE ELEV4TIONS.
CONNECTION PLATES : ARE RONEL BAR @ r3R /P
/000 5ERIE5' f 20 GAGE GALYAN /ZE/2
STEEL (UNLESS OTNER.W /SE SHOWN) AS
MANUFACTURED BY RONEL CORPORATION."
PL ATE$ TO 3E /NS TA L L ED ON BOTHFACES OF TRUSS.
CONNECTIONS : SAFE WORKING LOALZ I4O
PER PL Vet
OESIGN • ALLOWABLE STRESSES NAVE BEEN IN-
CREASED 33% FOR SHORT TIME LOADING
CONDI rI0N.S
NAILS : TO 8E l I/ GAGE SCOTC/(NAIL QR
Ea UAL
ALTERNATE DESIGN DATA
TOTAL LO4O /NG 4/ PSI'
NO ALLOWABLE STRESS INCREASE
SPAN
34= O"
RONEL
barbgrip
SYSTEM
34' - 0tl 22:12-1 SERIES
ROOF LAYOUT f OUTRIGGERS
APPROVED
FOR
RONEL CORP.
PITCH
2 : /2
RONEL CORPORATION
6401 N.W. 74t1. AVENUE
MIAMI FLORIDA
TYPE
NO.
.A0
STRENGTH
ECONOMY
QUALITY
DESIGNED CIHECKW
R.RR dA
9CMI. 6427
4s ;/lo,.4) 2 2723 - 42
1()0
SHEET__!___ OI 1.
EMPIR 0
E ROOF TAUSS
MODEL
AL
L-DINIF.NSiOPIS SHOULD CHECKED
& VE BY ARCHITECT & BUILDING
3 NTRACTOR,
ROOF TRUSS LAYOUT
ARCHITECT
OR
IfisIGI NEER . ,
CHECK LIST
TOR APPROVAL. I'
0.1:-- "
,.. ;\
1
J. d e
1 General Layout ' ,.
pri$
- ,/-
tches • ,. ,7
0';er Hanges , • •.. . -
•; Heights
it Conditioning .
i
J
• • .
skiksticlAu ittiljeck to buitdit
.dectri4t.t
.
b ditlin
_
8koras Villoge.clii;e Arell:t12i4)a built; II , tr'.1'.. - , • - •
V.!
It 1 tirtow 4dge a? 1.) ire}, itif; ,,. -*.
A ,..__
_ tcc , ifiieiAte tre.1 .i)i r,ilifor...v1
1_4 1y c d h ::
\
iN ejs Iffir..) wad_ itstit
____Z ___N . , If vf ,
e 4 ntled haote iaspection:
....._ ..-. ., ...! "..... .
DRAWN
F
SHEET
OPTIONAL
.er
TRUSSES musr NOT E3EAR 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" 0"
IN DADE COUNTY
SUBSTITUTE NO. 1 SOUTHERN PINE
OR 11500f •INPUSTRIAL FIR WHERE
2X4 CONSTRUCTION FIR IS SPECI-
FIED.
1
r
ti
•
;:6cVao
I Ti
r �
1
•
... .. ..,.._. ,_tiur
.
;: { ( 4/L. VIAT Ar4,sMtrrt I,A551.11.1ty :4:0
t:R F4 Artkar+ 5_NA .P
� /1 \ 64 Wa,it P r
' I it c +,t` ,6.%k3
111 .11.1.1.1 11 .-
1 1I..
_
__ ..- ... V i ` : Q A !
-1 — .4.41:.-
•
- .4)5 . tt 1 ii v,v.:;.
-7, K. r. ... c';`,'.'-1-1'-''...:: r, s oaf
ct, c.,
N.
'1L A� � .5To3Tt 1; : �3 ¥L' . p!. ' !.
TT LS ‘1(190\A) 6tt L .
5
``fKt.Fr r > 'Ri)1-t(.j�1~
); .'. 1 - v 1 H: : ci C Jt
L
- t< ✓ fi" `,,R ; W. L.. L, 5 c C' -.1 t •
- >q -f : t . ,
�-- - ;
.1,
r i _.,H
, a
— 11r4:":74-7j-::::::1 1 !
'.40 9 , ZAA Att- _ ,4 • •
M ILK to? < -, • -
C . 4 �. _ T 1 • — 1�PN-1t1 =__ - - � f �
, .) ■)= 1"": t-& : \1 PC L,
Kt��xtt;R
N
1
ri "Y 3'i)? "'
t
•
Pt Cam'
-3 T. ..0 c".. c o A,R.t:.
9
r
"
- :6
1
11
r
.. '; vaac•r.. 9rs••r•h• •• .
•.1c`
�,- .11111 Till ; :
c _ d � . ^ 4. 0 ��• : . % U � 6 .41)
.�i
•
f --.foit,I,Atc . - - ri----- . -11 1.?,,
!LJI ^ i'Wa
11 t;. r . _ - / A: L _ .�_
_ Y
TEL-V.-CT, At
► tiNur
• .
K i r (; 1
A w- 4 tl t -
f
a: Cti";'!ntt'co1:,`_r
NIis / z
r:.r .t, .r.... -..t'.-....,•* ....'".•.- .'.- r....- ..- a +... - ,._%-r a- .ru.: «_..._.:. n'rw•,.r
1'.A 1
rzt�•) :, 4s .�,
AFt Lela P te .
t.
r r 1 . �. _._.W i 1 :
I- . :.','.,, :. :.
r. A in It 1., (5 t tA : j 1. A K
6 4. A L ti. —1 ,_-- tl o"
.KEY 5 TO A)'a ; 1:N t . t't #,
•
�:. A 6 1 °. -
• L ° >v <e. s - �'rr. a .y ax a r•..
•
........... •• •• t_�.a..i�" r..n �..........
{
ti
rte
N 13 • 14 .2-3
•
a lT
N',33 Pa
v +•4- r. - , ..•••••• . .w - - w• w• w..-. r- ^.....++. ..w....- ar.- ....,_•. ..«....... e•-N . -r-,� p. r.:.••••••.r -. • •
'r6
'. A
f1
t_:a
V A' 21 fy�
•
31 3�-
.. . ,,,- • 40. - --. ow. . ,,, 'r^:...., ....•.;L r r - - v.. .....,.•,. • ..a.• •• • ■ -.. .. *:
F
j r . _V.. .rti :.
• •
;�15.3`t 1` r � `�: i• . } T \ 4 j i Tilt-1.16 �
tic
�.' t
aI_,K,.`cj`' f �• >��1�;PP1�
y
w 'D 4 �
t 4 K t I� ..' 3 ar'•
' tr t`ctl�t -- � �, . . � . Y1 Pc51,K� '441.1.. 1 c C'oNt ,-
w tiv: to �< fi'0 1` '3 Co?a r 5 - 'axrt=.t;it)R:3:1 ~ �, F, . `� Gi h r� � f y
1V 4 () \‘`,./ ► ><< f� COAT
�� !�
4 uoty\ t4m..t. - Xeci tv a ruLt_ 5 r Or A, 1-t.: ;oac Acv:e5or�Ev ›
KO R.� .rt :�Pr?'s�: Roo M;�. r�l l b .. i '1..,1 r . :CL1e.
-
C
ALL W1 NU W 1 o i�
cLN6 rl �-� �% �Z Ov W Vu`s , L� 1)0caK�tt 14ov f(,.4
0 .
:f qtr. �._+�.+ a ..,_«►- s•
rTJ T ;
_ _
2.3 ,5, }t.
, - - .• _ -- - -. - _ ..• -
_ --- - - - --
. 1)1�1t�5U�:C�l,,
}1't J1 )K,
'Q
'4
- r rc j j t
.. ,, .. .
nib. ; ri io Pi e t,r�1',)13 � � .:i 1 ;x41 `� `AJ}t:e.p: Y. 5 'lA"� `)`� r -tj -1 yr ;1 ,y1 •
, .',11 , . M
1 CA 1 N) fl r1 t_ i;.11- rt }:v,,r61 ;; €1. GA C 0V A,
1 .... 1 .� eft i °'1 : 5 : 1�,?•_t"'»" i ����ci`11 t`
f3 I k 1. UfJ� ("� Z , c. t'„ r. j ;;Iiir-;': ; : ' S t 1 1 1 t*.t- l k �- . �l 1 \ L C rs. .. '�,.. ' . - `t - _ : :'. _.. _ . _ _ 1 -
V
J-
IQ1 lf � Q
�r�F'Z?4 4 .....t.. _t ..
__. . F rr�tjNr �vY1.►
t,r..? P?i -N IN A`.t n"131.. $ t k
A ._.C.. :Y }t 4 F ...
! wn. s. m--- ^........•.+,r.+- v...a`:r... ..,mr...v•r'ares: .w ••••".. 'IMO" ...rt..••i•• .
z3 s,1+,
/2,
k
7\14----4 : N3a
{
: � '� � IM F = ���, .,.r• .�� ,� :5.�• ti.::�u . u�- �n ar �n,,., � X.:v,
9? r L G.i V• 41St. i ,. 1. N
�-A ,Ific ; - �r�1 Nt,
'• A l � x\11
t N
4 9/0 20 Col
•
iPX
_ .4.
ARCHITECT
FLOPIOA
1
-,z'
- — 217
1 1
1 1
1 6 - 0 -
•
1 9'
— 1 0
1
I
11 •
•
• •
V
I
;
' t•\#1
44
- I, IA 1
!iv
H 1—
.t.
k i
1-)
4...
z
kt
.444.4.46. "IP
:a-x 16 -Fdovtclq- A-#40
4 .4
4
LL
if
1-
1
is■ T V A L L 0 F V Li TIDUL
c A - () •
• WI< o r
N
_Kr AA/ - 1C2
10.16 oorlc•
7
1111 1 1T T
—
A
•
1
11
1- -i: -
F
- D„ r
A*---• - .1,1-,%_-icrt
' • ,
tst c Q -
•
•
. ' rs.1:•••• • • • !TT' ••• ;<,■•••• 40 ' fl - . , T• i4.0,-40 6.-46 4. 4.6 , s`•• 0
I 7 —
tl> ) •*. '• •
--=•:4C. ---
• it
1- 1
-,.
-; c' -c)o r 4'2 cfr
•
-
•
if
k__
•_a ••—
1
1
0 ,4 44
.04
4.
.00'
1
—....... -
.....- - .
.
- -- .." - - " 7' ' -' " - '''.;- "‘ :" •'' " "::'-'- *."-: t"..:,:• "' -.." ;'.".. :7 I ".7.--' " - ".”:,`.1 7 .7: i':' •
..,, - •:-.7, ,
.....F ...7. . .1:<,...:t:;.7 r
, ... 1
F __
, .,,..
,...,....„....
TrTzt,:••••4:
CtiAiNtLtriKFERce
,
vq--+ -
ti'l3
-
164.4'
J
•--,e114,N4VS-4 Y
13 +':
_
W V: Arlom
•
1
0 F. ‘, V:
:5 A
Nt Et ci fLit.-
A 1•1
1. 22 ,21;1341-Ns 646
,
5 a
9 WiJ4 t'
•-) ••3 . (. • .
.
,.> r. •
Ctt .
I ‘ • -
r
I fr...„._,....-..,..„;........z._..„..„
N „41 N 24-
tt;
1)
C* 1 C(31•4
iV
, r
N ZZ
\,0
•
-
E ACCII5
•
AZ ci
Jr
\-c t t■ur gistv-V, C 014-
( )L)'r e 5AM A
-•-" , , ter. -.0 P.A. .4. T.' as - 10 • h Z t 0 C p 44 sr., 0 .00 0 .04,0,40. • . .
•
lilililt
11 . • 11-?,
WYJ
tat.
;1.
ColAc,
- 8 * ';<leoi 16
44
X1 4 A 00)ti
• •-•"' *. d)c, 0
• • . , 4 •
. •
L," • • 4 r.N •
M K,
-,t
easl 4.,
0 .
• ei if 0
&-• 1 6_CYNIC,Ot.)(''.,1‹,
tact.
- A7
et,*
•
•
fr • .0 S'
e•'•
lc 1,1 n I i
R(1 OA
Mj
- gK
° '13
$At> . to
1 M.--.
1 „,-511t..t3tt...r FAp• OAK F,...d?v....
It
1,2xia r
If U R.
M T 1:4
•
t A
H .
C l'•< }'
r LA ri I v
II. Ir rc t
?)1
0 ‘7 0 1
GRA
;
TTtffW
t ..... 01, 14,r0 - 11qc
-
itfa"
Act cem 4w r rt T6 o
rfir.ir Ho rP r.!..T...1 (Lk? t) > To. l;
1 :!< 3`_ 1 17 . -pi
_ _ -; 0 - 4 *
PC It4
A t"..0 , I :
1 .:)-- ::
F LI: x 136 x /t1) 111 1 1 A1 16 Aj s"J C41 1 Ale*
4 •
"J.-, r
• —fl:N 1. A:*
-14Atpi
Cspila
•■
• !
C
�uR
KITCHEN
•
i3ECROOM
GEIGER GISYRIBU(ORS, INC.
110 11A39 W. W. 11nd SY.. ; s ,t Y .
.......''''::.......,......... ... .__._
3 a g3S'iC1�i -s.,'. '
e:csei:. , `Autt-at.
�...= 't:,al$ �Y..,. :! ily 1„ es�ri t1`� jn oSpait�,uu��
, .. x,,o 'r1 x110'$3.1 Il 'i
�,,�, k ,r'`= -, -'.� �.is aa['11n-) � s eae<lYsgita ':3ucc{wni� `�`�► pr
v '� a E l,a tv. oFrSdr .i.,�
a, .s a
'�`��' �'
, ,�,�, +�_ ja�.c:n� 01
3 '
I 4 . ■
1.
1`t.. q1 -1 -: