904 NE 96 St (5)Tr
?x3 OQ ?x
CAMBER aorroM
c cQ 38'�
TRUSS SYN/METQ/CAL @
EXCEPT FOR BQTTOA> C7/020
8'
SFY /CE (ONE PERMITTED)
6' -/O
/2'- 8
V-8" Ai/Al.
M4x.
/
4 4000
S' /O'
SPL/C£ L /NE —v1
S
2 S'- 4'
4460o*
s
,2 8'
LOAD //VG D /,4GR.44 -1
•
2S' 4' CLEAR SPAN
/2=8'
26' O' OUT TO OUT OF BEAR /NG /e
TOT. 4L
//AL F El /AT/ON TRUSS
SCAL
s - /o' 6' - /o" 7726/55. CS 5PACLD 2 =O' 0C MAX.
LOA OS1 rooCi/OQOOL. - A L.L. 4S P.S.F.
SOTTOA-' CNOQO D L. /0
SS P.S.F.
7'- 2'
/2
AL LUMBER
/SOO'' /NO. GRA0E0OOGLA5 F/Q OQ
N EST£QN HEMLOCK O.P NO/ 5. P /NE'
(Vti¢ E55 OTFJERW /5£ S/SOWN)
2'?
?x4 BEAR /NG l2. 5
(3) OTX/E'RS)
�OQC6" D /AGh'AM
.4Lr.N'4rE 8oTro44 cIIo/x SLICE
/ / 2 '-
_ 0M2 SPLICE 54/OWN ON ELEVATION /FA8QV6 SPL /C£ /5 USED
MAX. SPAN 26=o"
MAX. SPAN 23 =4'
MAX. SoAN 20 =8"
MAX. SPAN /Bs- O'
Q
6
G
0.C. DWG.
GENERAL NOTES
LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN ON THE ELEVATION.
CONNECTIO1 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' PER PLUG.
DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCREASED 33 % FOR
SHORT TIME LOADING CONDITIONS (LUMBER ONLY}
NAILS: ARE 1 „ ' x 11 GAGE "SCOTCH” NAIL OR EQUAL
SPAN
?6' O'
APPROVED
POI
PONES COO
RONEL
barbyrip
SYSTEM
SAL /C£ L /NE
RONEL CORPORATION
6401 H. W. 74111 AVENUE
MIAMI, FLORIDA
2 TPUS S SEP /ES
PITCH
'0 /1
Tyre
.FAN
FLA
STRENGTH
ECONOMY
QUALITY
DESIGNED
M. Y. /.
KAU
SHQ*YN
MSJ
DAM
S.14. 64
4"4 V. 5,x'4.'1
.1.1/N /,4,'UA9 G.?,i. ^S OF LUA
/SOU 't/A./O GRADE 00.GLA5
26 0"
F/? 02 NO/ SOT/-'V PINE
r----
238"
300 T' /ND.GR. WFST.HEMLOCK
Tr
?x3 OQ ?x
CAMBER aorroM
c cQ 38'�
TRUSS SYN/METQ/CAL @
EXCEPT FOR BQTTOA> C7/020
8'
SFY /CE (ONE PERMITTED)
6' -/O
/2'- 8
V-8" Ai/Al.
M4x.
/
4 4000
S' /O'
SPL/C£ L /NE —v1
S
2 S'- 4'
4460o*
s
,2 8'
LOAD //VG D /,4GR.44 -1
•
2S' 4' CLEAR SPAN
/2=8'
26' O' OUT TO OUT OF BEAR /NG /e
TOT. 4L
//AL F El /AT/ON TRUSS
SCAL
s - /o' 6' - /o" 7726/55. CS 5PACLD 2 =O' 0C MAX.
LOA OS1 rooCi/OQOOL. - A L.L. 4S P.S.F.
SOTTOA-' CNOQO D L. /0
SS P.S.F.
7'- 2'
/2
AL LUMBER
/SOO'' /NO. GRA0E0OOGLA5 F/Q OQ
N EST£QN HEMLOCK O.P NO/ 5. P /NE'
(Vti¢ E55 OTFJERW /5£ S/SOWN)
2'?
?x4 BEAR /NG l2. 5
(3) OTX/E'RS)
�OQC6" D /AGh'AM
.4Lr.N'4rE 8oTro44 cIIo/x SLICE
/ / 2 '-
_ 0M2 SPLICE 54/OWN ON ELEVATION /FA8QV6 SPL /C£ /5 USED
MAX. SPAN 26=o"
MAX. SPAN 23 =4'
MAX. SoAN 20 =8"
MAX. SPAN /Bs- O'
Q
6
G
0.C. DWG.
GENERAL NOTES
LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN ON THE ELEVATION.
CONNECTIO1 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' PER PLUG.
DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCREASED 33 % FOR
SHORT TIME LOADING CONDITIONS (LUMBER ONLY}
NAILS: ARE 1 „ ' x 11 GAGE "SCOTCH” NAIL OR EQUAL
SPAN
?6' O'
APPROVED
POI
PONES COO
RONEL
barbyrip
SYSTEM
SAL /C£ L /NE
RONEL CORPORATION
6401 H. W. 74111 AVENUE
MIAMI, FLORIDA
2 TPUS S SEP /ES
PITCH
'0 /1
Tyre
.FAN
FLA
STRENGTH
ECONOMY
QUALITY
DESIGNED
M. Y. /.
KAU
SHQ*YN
MSJ
DAM
S.14. 64
MAX TRU55 SPAN
SPEC /ES ' GRADES
18 8"
Nal SOUTHERN PINE
/7' -O"
Na.2
18'- 8"
/50O % IND. GRADE DOEA3ta5 F:LL
IT- 0"
L2oo f • • -
/8' -4"
1500 f " IND GRADE WESTERN HEMLOCK
/6'-o"
1200 ' • • '.
M.SX. TRUSS SPAN
SPECIES f GRUDE3
20 0
No- L SOUTHERN PINE
/8'- 0'
No 2 • -
2O'- 0
/500 %''IND GRADE DOUGLAS PR
/8' - 4_
1200f " " • ,.
/9'- 8
/500'/' " IMO GRADE WESTERN HEMLOCK.
/8'- 0"
/20O 1 • •
4 NAILS PER.
-4
3 '
LINE
OPTIONAL P�:TT =L 1 CHORD 5/OL ICE
FOR l8 -8 �' 20' -O" TRUSSL5
SCALE !2 =/=0"
TRUSS SYM:Y£TRICGL /.B'T
EXCEPT FOR OPTIONAL BC,7T. 4 L'
CHORD SPL/(5(Q'1EOERMrrrELj
17"
2NAIL PER FE
TRUSS SYMMETR /CAL 45'7`t _
EXCEPT FOR OPTIONAL SOFT
CHORD SPLICE(ONE PERMITTED;
2NA.'L5 /3:T.' /t` !Ii
-4-.-
TRUSS SYNI'ETRI'.:AL A&7 ¢ 7
21111ILSF /2
C4Metk1 0TTC;"1_
CF(GRD //4' "a
3 NA/LS PEP
1'- •",M'N
C4t43ER BGT
CHCRO 3 � 12 Z _.. _ _._. --
3.^,AILS
CAMBER BOTTOM _ t-- - - -- -- - I - 6 " 1•71/Y.
2'-G" ,M,a
3 NA1L5 PER
\
BUTTON CNC' y' WEB MCIfeEr-
1200 %'• IND Gk -tDE DOU )L4.5 FIR CR L4/`
HEM.JCt C11 ;Y='. 2 5C r'L;..
12
\ BOTTOM CHORD f WEB ML.M BER
1200 t' IMO GRADE E]JUGLAS PR
OR WESTERN HEMLOCK" OR No. 2
Sour'E.<N PIK
O"
l5= 4 "MAX. CLEAR SCAN
1G1 "OUT TO OUT OF BEAT /NG PL'`
HALF ELEVATION OF /6'-0"TRU55
s c2I LE 1 1 2'= I' o•
BorTON CHORD Y WEB ME /1BER
\ 1200 f' /ND GR405 DOJGL 45 FIR OR WESTERN
HEMLOCK 21 No. ''2 S GUTHERN PINE
OPT/0)14G SPLICE LINE
SEE GETArL ABOVE (9' 4"
/8 O M, q' CLEAR SPAN
(8'- 8" OUT TO OUT OF" BEAR rS
HALF ELEVATION OF /8'- " TRv5 5
5;ALE i -/'C"
/2
SCALE 1
22 Z "- I' O
22
122
/0'- O
/9'- 4" 1 CLE/;R 5.)1•
2 "•
20= '- ., OW' 7 (..7. OF HEAPING res
HALF EL.EVAT(ON C 2O' -O" TR6'S5
3 NA! L3 PEP t2
OPTION/\L 5PLlCE LINE 3 N411_5 PER
r SEE DE7A(L ABOVE
l-,'- 0' Na I SOUT//LRN PINE
/4'. 4• .•'. • "
/6'- 0' 1500 IND. GRADE DOUGLAS FIR
/4 '- 8' /200'?" " " •
/5'.- 8" /5OO ./.. /ND GRADE WESTERN HEMLOCK
l4'- 4" 12o F • •
2,1 BEAR( 2
BY OTHERS
— 10E r."/IL
II
` 6" 5
2.4 BEARING 12
BY 075rtR5
'2x4 et4RIN ..2 I
eY
07I /ERri.
'1" 2/2
4
4 N4.'L5 PER 72
a S
4NA'L5 PErl
4A 'L` PGR ,z
A
:?6Y.).5ED 5 - 02
134.8 6
GENERAL MOTES
SPAN PITCH
L'
r2
`/348
LOADS
TOP cNORO D.L, L. L. 45 P5F
60T roM CHOQO DL. 10 PSF
TOTAL TRUSS LOAD 55 P5F
TRU55 E5 5PACEO 21O NAX/MU14
TYPE
NO.
1c O
20' o •
22 : / 2 KING POST
APPROVED
FOR
RONEL CORPS -
G. ENG Ne: 74 STATE OF
"/32L 4/321.
Y)
L /2' L42' . -. 1/)
LOADING DIAGRAM
NOTE : 1.• CLEAR SPAN IN FEET
FORCES IN MEMBERS ARE DETERMINED ANALYTICALLY
LUMBER :MINIMUM LUMBER GRADES ARE AS
SHOWN ON THE ELEVA77ON5,
CONNECTION PL6TE3 ARE "RONEL a4R6GR /P
IOOOSERLES 20 G63t G4LV6N /ZED
STEEL (UNLESS OTNERW /SE SHOWN d5
M .NUFACTUREO BY RONEL COPP012&T /ON"
ULATES7OBEINSl'4CLEDON SOTH OF TRUSS,
CONNECTIONS : SAFE WORKING LOAD EQUAL /40"
PER PLUG
CE5/GN r ALLOWABLE STRESSES HAVE BEEN IN -
CRE45ED 33% FOR 51 TINE LOADING
CO/Y0/ T.'ONS.
NAILS : TO BE Pie. // GAGE SCC'7C;H" NAIL OR
EQQ4L.
RONEL CORPORATION
1255 BURLINGTON STREET
JPA LOCKA, FLORIDA
RONEL
barbgrlp
SYSTEM
STRENGTH
ECONOMY
QUALITY
/V-o ", /8` -8' 20'-0" TRUSSES
DESIGNED
R R.P
CHEC D E
4
DATE
5/22i 62
IN) 21
SHEET_ OF_
MAX.
L
LAST
VALLEY TRUSS
8=o'
vT - 4
12'0'
VT-8
I6' - -0"
VT - /2
20 =0"
VT - ,G
24' -O'
VT- 20
28! or
vr- 24
30-0"
VT-28
3G' - -0'
VT -32
40'0'
VT -36
I. 4 -0'
VT -4
JOINT A
x2
1
VT- 8
4` -O"
VT- 20
4 -O"
Q ® O
2E3
VT 28
X
Q 1 F
f�CC \ \ iv
STANDARD TRUSS CQ GIROFQ—'
L 1
VT -16
LAST VALLEY TRUSS
TYPICAL VALLEY TRUSS LAYOUT
SCALE'.
JOINT B
SCALE
2x4
TYPICAL SECTION
3 ', / _ 0=
2x4 CUT TO PITCH
014 HALF OF 2x
VT-12
JOINT D
SCALE. 1
2x6
221/2 CUT CO
cur TOPI'TCH
SUGGESTED BOT
CHORD LUMBER
3' -I' -O'
5
JOINT C- C-2
SCALE 1 2 = 1' -O"
c -I 3 "x 4' R.
C -2 3 ' 5 ? .
12
X22
WEB MEMB. ZX3
02 2x4
GENERAL NOTES
LUMBER :ALL LUMBER TO BE 2x4( UNLESS
OTHERWISE SHOWN) 1200 "P" IND. GRADE
DOUGLAS FIR OR WES TERN HEMLOCK OR
No.2 SOUTHERN PINE.
CONNECTION PLATES: ARE "RONEL BARBGRIP 1000 SERIES` 20 GAGE
GALVANIZED STEEL AS MANUFACTURE) Bf RONEL CORPORATION."
PLATES TO BE INSTALLED ON BOTH f;ICES OF TRUSS JOINTS
CONNECTIONS: SAFE WORKING LOAD 140' PER PLUG.
DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCREASED — FOR
SHORT TIME LOADING CONDITIONS.
"NAILS: ARE 1N" x 11 GAGE "SCOTCH" MIL OR EQUAL
12
22
O
32 0'8 36' - -O"
V T- 32'0 "$ 36
REV /5ED 3//6//963
RONEL
barbyrip
SYSTEM
J0 NT E
SCALE: l�" =r -d
NOTE
USE T1-115 VALLEY SET ALSO FOR 3 4 32 TO 12 pITO —
RONEL CORPORATION
SPAN 1 I PITCH TYPE
6101 N.W. MR AVENUE
MIAMI, FLORIDA
L�
VALLEY TRUSS SERIES
TO 34'-0"
NO.
"40 3 FLA.
STRENGTH
ECONOMY
QUALITY
DESIGNED CHECKED
J.B. 1 4
SCANS DATE
8/1/62
10 09
SHEET___ OF
2'
74" OC. MAX.
1 2,4 OR 2 x Co
2.45 2'- O "O.C—
SECT! ON
PURR. CLIPS
BOTW SIDES
TYPICAL MUSS
- NOTCH fp. FOR ANCHORS
4- ANCIORS SPACED EVENLY
DQOP END GABLE
SPECIAL END TQUSS
2x3
OR
2x4
OQOP END GABLE BUILT UP
0
SPAN
NOTE
ALL PLATE IY3 UNLESS OTHERWISE SPOWN.
ALL LUMBER 2x4 UNLE OTl- IERWISE O- 'N.
FULL BEARING THROUGHOUT BOTTOM CI-ORD.
WEBS 2' -O "t O.C.
4 "
*t2
II
SPLICE DETAIL FOR TOP
CR BOTTOM CNOQD
APPROVED
FOR
RONEL CORP
RONEL
barbgrip
SYSTEM
RONEL CORPORATION
6401 N. W. 74th AVENUE
MIAMI, FLORIDA
PITCH
VARIABLE VARIABLE
SPECIAL ENDS
TYPE
NO.
STRENGTH
ECONOMY
QUALITY
DESIGNED CHECKED
J.B. U..4
SCALE DATE
I "= I' - O" 9-15-
DRAWING NO.
10098
SHEET_ OF___
NOTE: ALL LUMBER I50O"c" INO. L.F. GRADE
WESTERN HEMLOCK OR DOUGLAS FIR OR
NO.I SOUTHERN PINE.
2.4 WEDGE
2e.'-8 SPAN LOWER
11" MAX. SPAN 20' -4"
l0" I" MAX. SPAN 24 -0"
9" I'2 MAX. SPAN 21' -8"
TRUSS SYMMETRICAL ABOUT1_�
Et EXCEPT FOR BOTTOM
CNORO SPLCE (ONE PERMITTED
CAM8ER BOTTOM COO
2
@
oz, +10E30
s U3
L/3
L
MAX. SPAN 28' -8 ".
a
MAX. SPAN 24' -8" 1 Q,"
4 1 -9 "
I ""_'
1/4
MAX. SPAN 28 -a"
ALTERNATE BOTTOM CHORD SPLICE
1-14 1.44 *, L/4 T Ll4 T "
d ,. 8 @ JOIN 114E_1I_']A" B
b ` G 0 J
6 t4 -143 - SL " N 12 m
N - Ib > " , -- -----J3 ill
(p • 2 8 3 39 <r 4 ; -- 6 . LM
I A t. 5
+ Ibl• 6L+
s1. L3
SPLICE LINE
'T-2°
MAX. SPAN 22' -0"
LOADING DIAGRAM
1do ScaLE FOQCE DIAGRAM
I" = 20 L
28'-O" CLEAR SPAN
28'-8" OUT TO OUT OF BEARING F$.
HALF ELEVATION OF TRUSS
Ili. i t_ O R
9
7
LOADS:
TOP 040RD O L.4 L. L. 45 P.5•E
BOTTOM CHORD D.L, tO PS.F
TOTAL LOAD 55 P6.F.
TRU f E5 SPACED 2 -0 O•C MAX.
D.C. DWG.
Revised 19/2/63
MAX. SPAN 28' -8"
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 145 PER PLUG.
DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCREASED 307o FOR
SHORT TIME LOADING CONDITIONS.
NAILS: ARE 1A " T 11 GAGE 'SCOTCH" NAIL OR EQUAL.
JN4IL PEQ'D FOR ED, 05 UdRE INCH OF 6 REA
RONEL
borbgrip
SYSTEM
SPAN 1 PITCH
2a' -a 302
APPROVED
FOR
RONEL CORP.
RONEL CORPORATION o00
1255 BURLINGTON STREET
OPA- LOCKA, FLORIDA
28' -8" TRUSS
TYPE
NO.
174 BT^'" GP FLA.
STRENGTH
ECONOMY
QUALITY
DESIGNED CHECKED
J.s. A F
SCALE DATE
alchlm II4B-6?
1 d n6
SHEET_ OF_
CAMBER BOTTOM CHOR
wet
L/4
b
130L
h
L
TRUSS SYMMETRICAL ABOUT EXCEPT
FOR BOTTOM CI -1ORD SPLICE ONE PERMITTED)
LOADING DIAGRAM
SCALE 4 =I' -O
4 NAILS PER 12.
MdX. SPAN 6
MAX.SP,N 20'•8"
FOR 3'x 4" R.
U4 fi 44 1-14
e
-1114 ' /71 1.. 6
Z2 a
41941-
L/3 L/3
2x NEB
I1 EM 5E25 1200 "f"
INDUSTRIAL GRADE WE5
ERN HEMLOCK OR DOUGLAS FIR
021J0.2 50UT1 PINE
4 Ndl LS PER ?.
5 or
4 NAILS PER
2
SPUCE LINE
4-5
4
G:-G"
LOADS
DL ELL TOP CHORD.... 4-5 psi
D.L. 80rr. CHORD 10 asf
TOTAL LOAD 55 ps.f.
TRUSSES SPACED 2'- O'O.C. MAX.
F•
HALF ELEVATION OF TRUSS
SCALE: t' I' -0"
MAX. MINIMUM GRADE OF LUMBER
5PAM
26;-5. • ND 15OUTHERN PINE OR
15001" INDUSTRIAL GRADE DOUGLAS FIR.
1500 "f " INDUSTRIAL GRADE WESTERN HEMLOCK
21'43" 12001" INDUSTRIAL GRADE DOUGLAS FU .
12001" INDUSTRIAL GRADE WESTERN IIEMLOCV
OR MO. 2 SOUTHERN PIN
2o' -t3'
2 4 WE5 MEMBER
CONSTQUCT101J WESTERN
HEMLOCK OR DOUGLAS FIR Oft MO. 2
SOUTHERN PINE
2x4
FORCE DIAGRAM
SCALE I 40L
CO-10"
5'
2G-O" CLEAR SPAN 1
2V-8" OUT TO OUT OF BEARING 4 1
b00 "f" INDUSTRIAL GRADE WESTERN
0 2 3 oUT P M E" FIR ofZ
GENERAL NOTES:
LUMBER: MINIMUM GRADES ARE AS SHOWN
ON 'THE ELEYATION.
CONNECTION PLATES: ARE " RONEL.
04R9GRI2 1000 5E2tE5: 20 GAGE
6ALVA NILE9 STCEL (UNLESS OTHER,
WISE SHOWN) AS MANUFACTURED
BY " RONEL CORPORATION". —
PLATES TO BE INSTALLED OM BOTH
FACES or TRUSS
CONNECTIONS: SAFE WORISING LOAD EQUAL
140$ PER PLUG
DE51GA1: ALLOWABLE WORKING STRESSES
HAVE. BEEN INCREASED 33% FOR
SHORT TIME LOADING CONDITIONS.
NdIL51 TO BE Ift "LouG . II GAGE "SCOTCH"
NAIL OR EOUAL.
MAX. SPAN 26'-8"
MAX. SPAN 25' -
MAX. SPAN 22
4 NAILS PER Ct.
24 BEARING ft. (BY OTHERS)
RONEL
barbgr■p
SYSTEM
RONEL CORPORATION
6401 N. W. 74th AVENUE
MIAMI, FLORIDA
/
2'2 TO 12 TRUSS SERIES
STRENGTH
ECONOMY
QUALITY
DESIGNED CMKK_ED
1 �CA E ATE
4 -3-roz
DRAWING NO.
10019
SHEET__ OF
/'- 2
DETA//_ OF 80T TOM
CHORD SPLICE
„cAL+ / - / O'
/o'
LOCK
1 -4 LOG.
2 .1 OVERLAY
28NA!LS P5'
lO'MrN.
iI 4 "MAX /"4'M4X.
3
BOTTOM CHPRO SPLICE LINE
(SEE DETAIL ABOYEJ ONE PERMITTED.
TOP F BOTTOM CHORD CONST.
JeP GR. DOUGLAS FIR OR NO
SOUTHERN . PINE..
rccO." c1f4R 3PQN
26`- OUT TO OUT OFBF ARIW 44
4LTL`Q4/QTE 5OTT
MAX SPAN
MAX. SPAM
MAX. SPAN 23-d
MAX. SPAN 2 4
MAX, SPAIJ 13-4'-
CAMBER BOTTOM C/ D NAlf ELEI/AT /ON OF HIP GIRDER
35' AT CENTER L /N E d/Fl�MO"
TRU55E5 SYMMETR/CAL
EXCEPT FOR SPLICE PERM/T CHORD • 4' -4'a
O
sax /.UE a
2. 2 BLOCK
\ C VBER- BOTTO4I'
'CliII°.S 3 g" AZCENJER LIME
CANVER BOTTOM CHORD/
3 a . AT CENTER
1 1 d % 1 e
6
_44,0 3
2 531(0 / > / /6 ' . ° 4 -.11‘0#
4 - 03 *4080
_ iO' -8' . 4!8 *'t
26 -0"
' 3.4 41-8" 5' - 4 ". 5 " ¢ �
12
LOADING DIAGRAMIHIPTRU53 #2)
4" SCALE4a'0'
- T
/2
X 4_–s-
$L B'
2G' - O' CLEAR SPAN
26 OUT TOOUT OF' BEARING As
/1
HALF ELEVATKLJ OF HP TRUSS #/
SCALED= /'
2i
6
#520.
iota"
A
//OPD 5PL/C(ar JOINT
'
//4 "
/L5" It O■"
/L4
/L3�
ALTE L�TTOI1 C/10PD SPLICE .TJO/NT '23" SCALE:
'S LO" MAX.5PAN 26'- 8" I' -O' 1 "
i'2
2'
22
HALF_ ELEVATION OF N/P %RUSS #2
XALE/'=LLO'
MAX. 5PAN2S - 8'
MAX. SPAN 2I' -0'
MAX. PAN 8' 4
1' - -0
!' -/4
l''l'
o'
9'
@ dd
EOMJE_ DIAGRAM (HIP TRIJ5 121
/AL /600 f
_2x3EILOCK
P- 4' LONG.
b
J, d
k
e
/2
U
5
2
4—
JDJNT G" lo'- 8'
2d-O' CLEAR SPAN
24~8 JT TO OUT OF BEAR /NG LAS
DETAIL XX (PEA JOINT INT OF 5'T D.TR1 55)
S CALE /• I` -0"
3' t 3' 3 2 3!2` 3 S-4"
1 090 -109510 -14304
- 1 ?2 J • '10°5 5 b
a
.12345 +12945 X13 13 Ps 13500' +13 i
Al •
s 5
4 ._ 261-0'
- LOADING DIAGPAM (HIP GIRDER)
SCALE
4
-56b
�_I &OM o °7a8 cg71 Cur J
?L'-d' O 26` AN lI
f
-FORCE DIAGRAM (HIP GIRDER)
SCALE 1
b
+55 5"
m
3
4' e 44' 4 4' 4' 4' 42-4'
c d ; 9 t
,
468 0+ 4580 -4580?
g /OM 5,1c 4 'S s
MAX. SPAN 26'-8'
MAX. SPAN 23L8" //"
MAx.5PAN 21L /0"
MAx. SPAN 18'4"
P
$b h 1
I�� O
* +5080
4- k n
a'- s"
26'-0'
FORCE DIAGRAM (HP TR US 5 # 1)
SCALE / /OO2
I = "
2'
22"
/1190
oo
t
p n
-1 32e1
3
12945. +1294
M
+5 /5
LOAD /NG DIAGRAM(H /P TRUSS #I)
SCALE s" /LO'
5
fi
J
8'- 8"
d
-4
2)
X/P OUTRIGGER
d
LOADS:
DL jTL. TOP CfORD.
LJ L. BOTTOM C/702D.'
IOTA Df5 /0d/ Lail '
65PACES@2LQ "Q. C - 11 41 65PACE50)2L0"OG = /2
26' 8"
OUTRIGGER 'A
/2P• 1 S I
-oUTR /GGER 'C'
/2' /'0
'5 PJF
0 Ps,
S Ps'
TRUSS LAYOUT
SCALE # 4 1 o1=0"
5 8 "
GENERAL NOTES:
LUMBER: ALL LUMBER TO DE A5 FOLLOWS
UNLESS OTHERWISE SHOWN,
TOP CHORD :15001 "IND.GR. WEST. HEMLOCK
OR DOUGLAS F/ROR NO../ 59I/TI/ERA INE.
BOTTOMCHOPD: 1200 WD.GRW. HEMLOCK
Q? DOUGLAS FIT? OP422500THERN PINE
2.3 WEB Mt—Ma/200'0 ND.GR W HEMLOCK
cR DOUGLAS FIR OQ NO2 SOUTHERN PINE.
2. 4 WEB MEM5 : CONt T L . F" DOUGLAS
FIR OR WESTERN HEMLOCK
CONNECT/ON Ll5 5 • ARE L 13 ?D R/P
/000 SERIES' 20GAGEG4LVNJ /ZED ; STEEL
(UNLESS OTHERWISE SHOW/WAS' MFD BY
'RONEL CORPORATION.-PLATES TO BE
///STALLED ON BOTH FACES OF TRUSS
CONNECTIONS: SAFE WORKING LOAD
EQUALS'` 140 PER PLUG.
DESIGN: ALLOWABLE WORKING STRESSES
r : HAVE BEEN INCREASED 33 X FOR SHORT
sp.,-ELL , TINE LOADING CONDITIONS"
4 /TLFQ/1LQTf BOTTOMC/1OQD MILS: TO 5E 12 ' I/ GAGE SCOT /- / "NA /LOR
5 /lf aT ./DINT Q " EQUAL
SCdt E.' /"e / /D"
SEE DETAIL X-X_
OUTRIGGER '8'
SPAN
24 =8"
RONEL
ba: Syrip
SYSTEM
APPROVED
FOR
RONEL CORP _
/2" • /LO
PITCH
/2
TYPE
lYJIiT } �
lcs�rna
6'75710 r63'3afL
5TANOAROTRUSS
IMP TRUSS i2
IMP TRUSS #1
MP GIRDER
1 / dl
B EVEL CO7
TYP. FOR IX/7RGc
2' - 02
OUTRIGGER p-
'2%
tar Hole
4'•oz
Wall P/o I,
9' -n /f:
S .
=HIgaJTRIGGFR
_/ i l
OUTRIGGER NOTES:
I-ALL OUTRIGGER LUMBER TO BE /200'0 /NQ GRAPE
DOUGLAS FIR OR W. HEMLOCK OR NO2 500rHERII FYA
2 - BOTTOM CHORDS OF OUTRIGGERS TO HAVE CON-
NECTORS CAPABLE OF TRANJM /TT /NC3 THE P tLOW-
/NG LOADS:
HIP OUTRIGGER 7900
OUTRIGGER A' 385
'1 B' 334}
" 'C' 220+'
"Q no*
TOP CHOPD5 r0F 0 /rR /GGERS TO 8E TOE NA /LSD EACH
FACE wiry 2 ,'Od MILS.
RONEL CORPORATION
6401 N.W. 74th AVENUE
MIAMI, FLORIDA
To'? HIP SERIES
STRENOT7t
ECONOMY
QUALITY
1000)
DESIGNED CHECI(ED
L. T A.A.
SCALI DATE
.l "c /=0" 412V2
1( _
SHEN -- Of
2 � C:s vE RT. SCAB oQTwo 3' 48
QONELOVEr2LAY w /I2NaMLSPEfa
4
HIP GIP DER - UUTRIGGERCONNECTIONS
(FOR ALL HIP ENDS UP '1'O A MAX.OF I -O SET SACK
0
cr
a
PLAN
scaLE I
GIRDER 7
pl M
w -co
O >40
• cat a
I
CI °m
0 000
2 w aZA
z a
0 4
V 7--V
SECTION A -A
sc LE 1 C- c)"
(3)IGd NAILS
—42 GI'QDE
2•c. SCAB NIA I LSD
TO CPU DER W /IO 1Gdi
NAILS O12 TWO 3" 8'
G20NEL OVEr2LAY
W /I2 d HAILS PE 2
(OMIT scAS OQ OVE
} S F02 1-41P5 W/7:0"
S ET CK )
(3))c, d NAILS
'm►
G/ROER
5P4N
LENGTH Of TRUSSES
To DE C4RR/SO
/ rRUss
ORDER
2rauss
GIRDER
37
GIRDER
17 -4"
13'-3'
284"
4.¢4"
17 o"
/3'
29'S
46`-3"
!6'•8"
/1
3O-
47.3"
16"4'
/4'-S
3/'7
48"4"
I6'-o"
/4
32
4 9;5 '
15
/5=4'
3.9.0"
51=3"
15=4"
15=9"
34-0'
59.2"
15 =0"
/5' -3"
3sLo
.55= 0"
14' -8"
IV. lo"
36=2'
5G
t4'4"
I7'-4"
37
58- 7'
14 =0"
/ 7=//"
3eG"
60.5
13'• 8"
/8.7"
39
6P =6"
/3=4"
/9=.8"
97
65
22
ALL LUMBER!
NO. / SOUTHERN PINE
12
LOADING DIAGRAM
SCALE' 1
f
TRUSS LOADING
TOP CHORD L.L. = 35.00 PSF.
5r REDUOTI ON • - /• 75 93.F
NEr TopcHORO CC = .93.2
TOPGYOR0 D4 = 10. 00PSF
BOT TOMCHORO DC • 10. co PSF
TOTAL TRUSS 4040 = 53.25 Ps f
G /RDER LOAD /NG:
•
5325 = 388 P. LF.
;TRUSS SYMME TRICAL
4BOUT [c.
/6 CLEAR SPAN
/7 =4" OUT TO OUT OF DEARING Q4
HALF ELEVATION OF G /RDER
SCALE: /Zl I:O"
SEE TABLE ABOVE FOR SPAN OF GIRDER
/ TRUSSES T08E CARR /ED.
FORCE DIAGRAM
SCALE: /, 2000
NOTE:
BOLT TRUSSES TOGETHER W/TH A
BOLTS AS SHOWN ON ELEVATION
GENERAL NOTES
LUMBER: MINIMUM LUMBER GRADES ARE AS SHONN.
CONNECTION PLATES ARE "RONEL BARBGRIP 1
SERIES" 20 GAGE GALVANIZED STEEL AS MANUFACTUREQ
BY "RONEL CORPORATION." PLATES TO BE INSTALLS Q
ON BOTH FACES OF TRUSS JONTS.
CONNECTION& SAFE WJRKING LOAD 1 74 3 ER PLUM
DESIGN: ALLOWABLE WO.2KING STRESSES HAVE BEEN IN.
CREASED 33 % FOR SHJRT TIME LOAD.NG CONDITION ASEJ
NAIL& ME L 1/2' x 11 GAGE "SCOTCH" NAIL OR EQUAL;
RONEL CORPORATION
1255 BURLINGTON STREET
OPA {OCKA, FLORIDA
RONEL
bor6yrip
SYSTEM
STRENGTH
ECONOMY
QUALITY
17 G/RDEF<
SPAN
/7 =4
TYPE
FITCH
2i•.'/2
NO.
LiSoOteD
Voo /GUS L
SCALE
$//OWN
OIlCRA
L.E.T.
N -
SHEET_ OF_
NOTE : r0Q LAYOUT . LOADS $ GENERAL NOTES
SEE DQ4WING M. 10619. PAGE 1 oc 2
34
tom•
swarm' S.
ALTERNATE BOTTOM CHORD SPLICE AT JO /NT A'
SCALE I 1'-0'
OMIT BOT roo CHoRQ SPLICE SHOWN OH ELEVAT7ON
LC ABOVE- SPLICE IS USED
1 =2'
5 . . 6'
6'-6'
3
7
/2
2X4
3
/2
_ G'
2,
/0'
2X3 BLOCK
� - J
T
in •�• 2.4
SPIIICE LINE i � 5",
TWO PERMITTED
55th• 4 MAX.
30 . -0' our 70 our or BEARINGS
JO /NTA' SPLICE LINE
2LG MIN. . 4 =0' MAX.
2=0' MIN. . 3' MAX.
3'- G
4 6"
30 our 7O our Or BEARINGS
HALF ELEVATION OF HIP TRUSSES No. / $ 2
SCALE 1'2'. e_ O•
3'O' MIN. /tO't
HALF ELEVATION OF HIP TRUSS No. 3
SCALE /'2 =I
i
NOTE : USE ONLY ONE OP THE BOTTOM CHORD
SAUCES SHOWN ABOVE.
4'
3 '
I
6'
HIP TRUSS No. /
6• - 0' HIP TRUSS N'.2
4'- 0'
2x4
CAMBER BOTTOM
CHORD 1' @M/DSPew
2x4
SPLICE LINE •
ONE PERMITTED
4 = 0'
SYMMETR/C4L A87 t
EXCEPT 10Q BOT. CHOP°
4' SPLKE(OVE PERMITTED)
2;
M /OSP4N
N
\_C4MBER BOTTOM
CHORD / /2'@ �r
HIP TRUSS No.l
HIP TRUSS No.2
SPAN
RONEI
it E
_FORCE DIAGRAM
SCALE`I'.1000•
3 =6'
LOADING DIAGRAM
SCALE %Q'> /' -o•
LQdQING DIAGR4hM
scrLE3/8: ga'
FORCE • DIAGRAM
Srffir = Zt73Q�
ma 1 me 1 NO.
HIP
30' -O' 3
p�6 COIr r
ea r.0�
RONEL CORPORATION
Il!! II116NOTON !MET
OM-IOCKA. MORMCA
30'-0', 3 ro 12 HIP END
HIP TRUSSES No. /. 2 $ 3
STRENGTH
KONOKE
GUAM
0
1(1
3
-
/2
b
t32 s
Gn8"
1 I08OO •
/5 SPACES ® 2=0
HIP END LAYOUT
SCALE V4 .I'O"
• c d ¢
•
0 1 0
Q
- /0800 - 14200'
• //4200• M +/5300 •
O ^� t k
+ 4,0' 4:0.
29t4 CLEAR SPAN
BIRDER LOADING DIAGRAM
SCALE 118 =1 =0"
4
5
/2
STANDARD TRUSS
HIP TRUSS No. 3
H/P TQU55 NO. 2
HIP TQUSS No.
HIP GIRDER
OUTRIGGER 'B
OUTRIGGER . C '
0u TRIGGEQ "D'
HIP OUTRIGGER
TOP e BOTTOM CHORDS NO. 1 SOUTHERN PINE
OQ DENSE CONSTRUC770N -/$P DOUGLAS PR
GIRDER FORCE DIAGRAM
SCALE / 3000 •
0'
b
0
/2
OUTRIGGER D'
SCALE 4'2 = I =0 _
NOTE: PLATES NOT DIMENSIONED ARE 2'x3'
5 "r /L2 "OVERLAY V.
GO NAILS PEP Q
4'
HALF ELEVATION OF GIRDER
SCALE 4%1=0'
HIP OUTRIGGER
SCALE V2 =IS
OU TRIGGER 'C
SCALE I/2 % 1 =0'
SYMMETQ /CAL AB7 t —
UNLESS OTHERWISE SHOWN
mo
O
BEARING R.
30' - 0' OUT 7O OUT OF BEARINGS
ALTERNATE SPLICE LINE
ONE PERMIT TED .USE
SPLICE SHOWN IN SECOND
PANEL 4.0"
SPLICE LINE
1
CAMBER BOTTOM
CHORD '/2 "@
APPROVED
RONEL CORR
OU TRIGGERS d" # "B"
SCALE 1 /2 . = 1=0"
LOADING
T O P C H O R D D.L. E L.L. 45 Psr
BOTTOM CHORD D.L. 10 PSF
TOTAL TRUSS LOAD 55 Pss
TRUSS SPACING 2L0 "0 .C. MAX /MUM
OUTRIGGER NOTES
/ - ALL OUTRIGGER LUMBER /20O { GRADE
DOUGLAS PR OQ WESTERN HEMLOCK OQ NO. 2
SOUTHERN PINE.
2- BOTTOM CHORDS OF OUTRIGGERS TO HAVE
CONNECTORS CAPABLE OF TQdNSM /TT /NG THE
FOLLOWING LOADS•
14HP OUTRIGGER 790'
OUTRIGGER W 385'
OUTRIGGER B" 330'
OUTRIGGER "C' 220
OUT D RIGGER "' /10
3- TOP CHORD OF OUTRIGGERS TO BE NAILED TO
GIRDER WITH TWO /Od NAILS 4T EACH FACE.
LUMBER
LUMBER TO 8E415 FOLLOW UNLESS OTHE14W /5E SHOWN.
TOP CHORD: 17507 I N0. GR4 DE DOUGLAS F7Q OQ
No. / SOUTHERN PINE.
BOTTOM CHORD: ,5 O r"1ND. GRADE DOUGLAS PR
OQ WESTERN HEMLOCK OQ No. 2 K.0.. SOUTHERN PINE.
WEB MEMBERS : CONSTRUC770N L.F: DOUGLAS PR
OR WESTERN HEMLOCK OR No. 2 SOUTHERN PINE.
GENERAL NOTES
CONNECTION PLATES : QONEL B4RBGQ /P' /000 SERIES
20 GAGE . GALVANIZED STEEL .PLATES TO BE INSTALLED
ON BOTH FACES OF TRUSS JOINTS.
CONNECTIONS : SAFE WORKING LOAD 140 psi.
DES /GN: ALLOWABLE WORKING STRESSES HAVE BEEN
INCREASED 33% FOR SHORT 77ME LOADING CONDITION.
NA /LS : I� LONG. 1/ GAGE 'SCOTCH'NA /L OQ EQUAL.
DADE COUNTY : IN DADE COUN7Y ALL LUMBER No. /
SOUTHERN PINE, ONE NAIL PER SIX SQUARE INCH
OF PLATE MINIMUM, PLATE VALUE /7O psi .
RONEL
bor►yrip
SYSTEM
SPAN I FITCH
To 3O'' -0' 3:12
RONEL CORPORATION
1255 BURLINGTON STREET
OPA4OCKA, FLORIDA
3 To 12 HIP SET
GIRDER 4■0 OUTRIGGERS
TYPE
HIP
NO.
STRENGTH
ECONOMY
QUALITY
DEUGNw QeaaD
MSJ L.E.T.
KALI
SHOWN ///2/65
I at; r9
SHEET J__of _9—
OPERATOR
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" 1' O"
IN DADE COUNTY
SUBSTITUTE NO. 1 SOUTHERN PINE
OR 1500f INDUSTRIAL FIR WHERE
2X 4 CONSTRUCTION FIR IS SPECI-
FIED.
E M P I R E R O O F T R U S S
RJ
rrj !IST
t � y IEPliOVAL
sz? oral Layout
,fps
i,s
flanges
aaights
itiag�. Ti
kfl s i dge of a
cifically Ind
rim1ng, plumb
:4 tre concealed
PERMIT NO._
a. ). viivSCAIOV4
4ubjeci to boil466i% 6 i+v assay:
• electricat-artd'soaing codes of 1-4
Architect and buildar are th rgc -4
building reguleti Whether f,,r •3
d herein. All reinforced steel atir al `
electrical wiring and roof Nasbirg
fore inapection
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