151 NE 101 Strd. • ma. o S ' . 1ft■ .mss •, c�?
Pc.A
3 � s- r = Z 2 s
21
7
/ 2. s 21
.z 7
//GT�tiT
04_5 ti.
1/.q- N 6e
h&, // -3
-- -,� c`(a _ /l'" - 1,19 = 2 z , 4 7 7 , Th
r 0
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jL/C � 4 �.
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1
,
•
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Li •
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r37.77•.
CITY (
HALO
4
50 1
49 /9 Itt/
71 22
nR5 JACK A[Mr\flitt\I
151 NE
,
•1 •
,y • .
, ' •
1 L .
, .
,11/'
•
1
e
tJ
W
1
pocc
20 . E.. NA c '• T
D
5 E \. , " .
L= 1 °- 55-53" t t s 2 .2.A1B'
\ 0 �
0
A vr
D E_ T/ L
r
SKETCH OF SURVEY
Lot 12 and a portion of Lot 11, Block 103, Amended Plat of
Miami Shores Section 4 as recorded in Plat Book 15 at Page .14 of
the Public Records of Dade County, Florida and more particularly
described as follows:
Commence at the Southwest corner of said Lot 12; Thence run
.North along the West line of said Lot 12 for a distance of 136. 06
feet to a point on a circular curve concave to the S. E. having for its elements
a central angle of 1 °- 55' -53" and a radius of 2224.79 feet; Thence
run along the arc of said circular curve in a Northeasterly and Easterly
direction for a. distance of 75.00 feet to a point; Thence run South
0 °- 09' -26" West for a distance of 134.79 feet to a point on a circular curve
concave to the SEhaving for its elements a central angle of 2 °- 03' -05"
and a radius of 2094.79 feet; Thence run along the arc of said circular
curve in a Southwesterly direction for a distance of 75. 00 feet to the
Point of Beginning. All less that area subtended by the arc of2tc.25ft. radius
at the Northwest corner of the aforementioned parcel.
:c: i ;i ICkTiON: ! Hereby Certify that
the Survey of tine property_ *Scribed
nereon is true and erect to the
rest cat my knowdg 4nd VW as
p ity surveyed mod* . dkottiO1i
� n . t3
e;;. Surveyor F c State at' Florida
(kcal. I'' -1b
- - - ''',.r7 A
Y 4 1 t
_-- .
j 14,:iyt` `� 4 r:
3 1 t
4 11 r 1`
to
w .. t-
Z !r — Y ~
o C (_)N CI'.)S.-o
a
4 2
c - 7ta
1
/2
BEAR ING Q.
/5 SPACES ®2 =0'a 30-0'
W/0 END LAYOUT
SCALE %4 = /=0"
G /QDEQ LOADING D /4GQAM
SCALE 3/43'./=o
3
7-
4
Ti
5
3
/2
2x6
rA �_
2x6
TOP 4 BOTTOM CHORDS No. / SOUTHERN PINE
OR DENSE CONSTQUC77ON JFP DOUGLAS FIR
STANO400 TRUSS
H/P TRUSS No. 3
11/9 TRUSS No .
H/9 TQUSS NO. /.
H/9 G /RDER
OUTR /GGEQ'B'
OUTQ/GGEQ C'
OUTRIGGER D"
H/P OUTR /GGER
' m
n
GIRDER FOQCE D /AGQGM
SCALE I 3000
9
12
OUTRIGGER D"
SCALE 42'.1 =O"
NOTE : PLATES NOT DIMENSIONED ARE 2 +3"
5 - . / = 2 "OVERLAY lQ.
60 NAILS PER Q.
6"
4"
x 4 2x" BLOCK
f A 1
SPL CE LINE
7"
TWO PERMITTED /, 7 5
4 =0"
30' -O" our TO OUT OF BE4Q/NGS
HALF ELEVL1 T /ON OF G /QDEQ
SCALE 4 "_ I =0"
HIP OUTRIGGER
SCALE %2 . / =O"
b
OUTQ /GGEQ "C"
SCALE I/2". / =0"
SYMMETRICAL 4B'T
UNLESS OTHERWISE SHOWN
cn
2xG
2x4
/ =0'
•
P-0'4
2x6
ALTERNATE SPLICE LINE
ONE PERMITTED ,USE
SPLICE SHOWN IN SECOND
PANEL
4=0"
— SPLICE LINE
CAMBER BOTTOM
CHORD Y2 "® t
OUTRIGGERS d "$ B"
SCALE 1 /2". r -CY
ROHR
SYSTEM
3 ro /2 HIP 'SET
G /QDEQ AND; •OU7DIGGERS
SPAN IITO4 1 rem .
70 30L0" 3:12 I KE H/P
•IMeOVID (/,�
01D1 sn. w. /0 83 »� a FL4.
LOAD /NG
TOP cw000 D.L. E L.L. 45 PSF
BOTTOM CHORD O.L. /0 Pss
TOTAL TRUSS LOAD 55 PSF
TRUSS SPACING 2= O "0.C. MAX /MUM
OuTR /GGEQ NOTES
I -ALL OUTRIGGER LUMBER /200T'"IND. GRADE
DOUGLAS FIR OR WESTEQN HEMLOCK OR No. 2
SOUTHERN PINE.
2- BOTTOM CHORDS OF OUTRIGGERS TO HAVE
CONNECTORS CAPABLE OF TQ /NSM /TTING THE
FOLLOWING LOADS.
HIP OUTRIGGER 790
OUT 2 /GGER ' L7 " 985
OUTRIGGER B 330
OUTRIGGER "C" 220
OUTRIGGER D" 110
3- TOP CHORD OF OU7.IGGEQS 70 BE NA /LEO 70
GIRDER W1774 TWO /Od NA /LS AT EACH FACE.
LUMBEQ
LUMBER 70 BE 43 FOLLOW UNLESS OTHEQW /SE SHOWN.
TOP CHORD: /750 T"IND. GR4DE DOUGLAS PR 00
No. / SOUTHERN P/NE.
BOTTOM CHORD: /SOOT /ND. GRADE DOUGLAS F/0
OR WESTEQN HEMLOCK OR NO. 2 K.D. 5OU7WERN PINE.
WEB MEMBERS : CONSTQL/C7TON L.F. DOUGLAS PQ
OR WESTERN HEMLOCK OP No. 2 SOUTHERN 9/NE.
GENEQ4L NOTES
CONNEC77ON PLATES : 840860/9 " /000 SER /ES
20 GAGE .GALVANIZED STEEL. PLATES 70 BE INSTALLED
ON BOTH FACES OF TRUSS JO /NTS.
CONNEC770N.* : SAFE WORKING LOAD /40 Psi.
DESIGN : ALLOWABLE WORKING STRESSES HAVE BEEN
INCREASED 33% 100 SHORT 77ME COALING CONO/77ON.
NAILS LONG. /I GAGE "SCOTCH "NA /L OR EQUAL.
DADE COUNTY : IN DADE COUNTY" ALL LUMBER M. /
SOUTHERN PINE. ONE NAIL RER SIX SQUARE /NCH
OF PLATE MINIMUM, PLATE VALUE 170951.
RONEL CORPORATION e
I7S3 SUILLARx:TON S1l&T
0 A4OcL . ROmMA
STRENGTH
ECONOMY
QUALITY
De OM=
M5J L.E.T.
MAI
SHOWN /1/27/65
1 (i r9
SHEET J_ oc _2_
m
a
m
+ 5/76•
8 =8'
• n
3E4
/2 1
8MN MOO
30 -O' 3 so/2 1 HIP
LOADING DIAGRAM
SCALE Y4 +/ -0'
2
FORCE DIAGRAM
SCALE / 1000
3 =6'
29 =4' CLEAR SHIN
LOADING DIAGRAM
SCALE 41a: / =0'
NO.
POI
APPROVED
ROM . � i FLA.
dEk
1
•5250'
G =0"
RONEL , CORPORATION
r]A NMINGTON MEET
OIAIOCRA. RONDA
/000
Roma
r
• STRENGTH
ECONOMY
GUAM
3O' -O "; 3 ro /2 HIP END
HIP TRUSSES No. /. 2 $ 3
KAU
SHOWN
c
d
k
o.
OPT
// •/B - 65
107;20
NOTE: FOR LAYOUT . LOADS $ GENERAL NOTES
SEE DRAWING No. /O6/9 . PAGE / of 2
Esc
,n
BEAR /NG IP.
7 =6'
2.4
2.3 BLOCK
SPL /CE LINE •
TWO PERMITTED
/O
2,
5 . -G"
2.4
3 '-O' M/N.
4 =6" MAX.
2R4 I19���
CAMBER BOTTOM
CHORD W M /OSA4N
%ill 10
/ = O't
1
SPLICE L/NE •
ONE PEaw TE.D
4 =0"
/ -2"
5'-G"
6=6"
3
-4%111P,0,0
11111111 �. •��
SPLICE L /NE (WO PERMITTED)
ALTERNATE BOTTOM CHORD SPLICE AT JO /NT 21"
SCALE l'2''
OM /T BOTTOM CHORD SPLCE SHOWN ON ELEVATION
1C ABOVE SPLICE /5 USED
/2
3
/2
3 -G"
4 -6'
30 -0" our 70 OUT OF BEARINGS
3"
JO /NT G"
2- 0" /N. . 3 -0" Md
30 1 .0' our 7D OUT OF BEARINGS
HALF ELE.VV 770N OF HIP TRUSSES No. / e 2
SCALE /h'• / -o'
SPLICE LINE
. 1
4 =O'
I 2 4
2= 6 /N. . 4= 0' Mex. HIP TR USS No. /
G- O" HIP TRUSS No. 2
2x4
M/0SA7N
H4LF ELEVATION OF HIP 17QUSS No. 3
SCALE IV- P-0
0
NOTE : USE ONLY CWE Or THE BOTTOM CHORD
SPLICES SHOWN ABOVE .
EXCEPT POP BOT CHORD
CAMBER BOTTOM
CHORD I/2'@
HIP TRUSS N0./
HIP TRUSS No. 2
War 2 OF 2
36.2• MAX SDAU VI IT
2 t t'
3CJ - G: MAX SPAW 3
33.6 MAX SPALI
ALL L.uAAGE :
IC
L/4.
wo 1 90UTt -1S, A! t A.LC
d'
b
?.d 87G3
(13Y OTI-I E:28)
.
3t 4 • 3 cP
11 0°
Z ± a
4
ID
N
t 4.272 A. t 3700'
•./ 3 L/6
L' • ss'-c; maw
LCL6Aa) -
L 'AOIIJ2 DIGG�AM
14 • t' -p'
" /3
2.d
12
3
��tJ
- TO TAL LOAD
SS'. G` MAXI MUM GU 6A . Z PAAJ
36'•2" MAXIMUM OUT TO OUT Ot 3G 2'8
i•-I A L. F" E LE VAT 1 01,1 OF TRU S
LOAQI AILS
To C.I•IO DL L. 1..
BOTTOM C4-IC?D D.L
ds psr-
IOPSF
"2.2 BLOC
55 osc
- 1 - zu 6'PACILJ4 2'-o Q. Cam MAX.
L/6
TRUSS SYMµ ST !CAL AT3r
E>t CE —T FO :7 T30TN.4A CARD
3 ?L.ica (Ot.+E •6 ?MIT +Er4
l0 ? CE rD LAC, A
i . 2 000
6LOC.K
DAO COUNTY OWG•
,PTV. 9 - ?.Z 6R.
ETMTEN
SP Lt. Li LJC —«I
W/ z4 4A■L5/YQ
,ALT 62 AJATE 60T'R?AA t0'iD
5 t„ t G E AT 3 01 Lrr
2.d t
CA.InDEa SOTTOMC VG
GENERAL NOTES:
LUMBER MINIMUM WAUER GRADES ME AS SHOWN.
CONNECTION PLATES: Alt -RoNEL BARBGREr
1 oco SERIES Ja GAUGE GALVANIZED
STEEL AS MANUFACTURED BY 'ROM. CORPORATION.
MATES TO BE INSTALLED ON BOTH FACES Of TRUSS JOINTS.
CONNECTIONS: sae wou1UNG t10 1.S.L
DESIGN:. Atiorg.ionisoG STRESSES HAVE BEEN
INCREASED 331. FOR SHORT TIME LOADING CONDITIONS.
FABRICATION: ALL JOINTS TO BE HELD TOGETHER
FIRMLY IN PLACE UNTIL TEETH ARE EMBEDDED IN WOOD
NAILS: NAILS WHEN USED ARE 1IV R 11 GAUGE "SCOTCH"
/Ai L oR EQUAL
RONEL , CORPORATION
. 6q1 ll.V. 746 AVENUE
WAW. FLORIDA
fllDIGTH
ECONOMY
QUALITY
3eo TWUSS 1S E?1ES
91M L P1701
TYH
36-'2 1 3 '.r2 1 :4 1J
POI
ROME GOO.
I as rt*
MO.
1 1 T Q COO
* a 1.-
SHWA) d•a. �s
20)69
MAX.. SET BACK
7' -0 ° Q. UNDER
7 - 0' to I/' -0"
7W0 /6d TOE NAILS @
TOP {BOTTOM CHORDS
TWO /6d TOE NAILS
TOPE BOTTOM CHORDS
+HURPICANE CLIP Q
TOP CHORD W / 6 8 d
NAILS
+ 2M 6 SCAB A /LED TO
GIRDER W /1 0 16 d NAILS
AS SHOWN ON ELEV.
1-IIP OUTRIGGER - GIRDER
OUTRIGGER-HIP OUTRIGGER CONNECTIONS
RONK CORPORATION O
WBI M. W. 7121 AVENUE
WAAL FLORIDA
EWA
WU
sTRTM
STROME
tOI NnMT
QUALITY
NIP GIRDER - OUTRIGGER CONNECTIONS
FOR ALL HIP ENDS UP TO A MAJ(. OF //' -0 SET BACk
SPAN E PITON E mI E NMI.
APPROVED
MUM COW
CAW
STATE
OEDOMEO E ORCEID
G. G.
. vE 5e�m
nO/Y I
LA 21) 71
HIP OUTRIGGER -•GIRDER CONNECTION
2x6 SCAB
( SEE SCHEDULE ABOVE
OUTRIGGER $ HIP OUTR /GGE
CONNECTIONS :
SAME AS COMMON
OUTRIGGER GIRDER
CONNECTION (2 NURR.
CLIPS+ 4 TOE NAILS
FOR SPANS OVER 7' -O"
4 TOE NAILS FOR SPANS
PTO 7' - —��. --
PLAN
SECT / ON A —A
2.6 SCAB NAILED TO
F IRDER W /10 - led NA /LS
LINCH END).
OMIT SCAB FOR NIPS
W /7' - 0" 5E7 BACK OR LESS
HURRICANE CLIP W /6-
8 d NA /LS (OMIT FOR
OUTRIGGERS 7' -O" $
SMALLER)
GIRDER
7 /VbrB j ,yuaa /G Ch/,o m y MP G✓o /5
/ X",./oaraey , a/TAY6GEQ 7V5 01/6
4 -0" k/, 1/4.7777 J,ac. C'rrin
OUTRIGGER NA /LED TO GIRDER W/2 /6d
NA /LS TOP 4 2 /6d NA /LS BOTTOM CHORD.
FOR OL/TRI OVER 7' -0" UP TO I /' -O"
USE 2 HURRICANE CL /P5 W/ 6- 8d NAILS
A5' SHOWN
COMMON OUTRIGGER- GIRDER CONNECTION
GENERAL NOTES:
LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN.
CONNECTION PLATES: ARE " RONEL BARBGRIr
SERIES m GAUGE GALVANIZED
STEEL AS MANUFACTURED BY "ROWEL CORPORATION."
PLATES TO BE INSTALLED ON BOTH FACES OF TRUSS JOINTS
CONNECTIONS: SAFE WORKING LOAD P.S L
DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN
• INCREASED FOR SHORT TIME LOADING CONDITIONS.
FABRICATION: ALL JOINTS TO BE HELD TOGETHER
FIRMLY IN PLACE UNTIL TEETH ARE EMBEDDED IN WOOD.
NAILS: NAILS WHEN USED ARE Ili" E 11 GAUGE "SCOTCH"
NAIL OR EQUAL
ro� (4) F/LLE.erOPT /O�y4L)
4:o°(0) `
3T4ND402D OVEQN4N6 DFT.O /L
5T4NO4Q0 OVER141 NG DETJ /L
O.EQN4/VG 5C4ee5o 7b 7L'7P Ca0QD.
5TD. T.QUJY.
,: s 2. NON
2
!NU ?Q/c4Ne cL/o
/24• N4/
m0.2 2.6 T.C,
NO TE:
(4) T /LE .Qoo • COVER /NG
(8 )GR4 VEL QOOP cOVER/NG
2.4 2•D6EQ CONNECTED7V
T/5 6ECA sa /roi 2 =o' o. C.
(or OTUf eJ.)
4 =6 ° F08 9.4 T.c
5: 6• FG.2. 2. T.C.
2.4LeDiGEQ CONNECTED 70 7/5 854M
W/77/ / 2 . 12 ( 401.7.2 4•=0.0,4-.
(B Y 07/NEQ2.)
•
pi/Ea, /4Na IV /T/a 4•a TURN.
NOTE.' /ILL L UMCER /5oo l'" /ND. OR DOUGLAS F/R O.4
NESTER/1 IJEMLOCX OR /Yo./ SOUTHERN PINE
OVEQ. /4N6 /WT RETURN
SC4/336D 7b m o CJI04?Q
.D.C. DWG.
BR4C /NG NOTE!:
0M /7 6454C /N6 . I/5// .Q27 QN /3 3L/E4T!/E
044/7113.•4C /N6 FOR 6:O "0 S.Ne[LE.Q O/LQLNO
GENERAL NOTES:
LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN.
CO NNECTION PLATES: ARE " RONEL BARBGRIP"
l oon SERIES 20 GAUGE GALVANIZED
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
INCREASED3 3 %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 1�/2': 11 GAUGE "SCOTCH"
NAIL. OR EQUAL.
slAN
APPROVED
FOR
RONEL CORP
RONEL
bo•MiM
SYSTEM
PITCH
TYPE
END. NG. NO.
N IOG D M s Ta o/ FL4
RONRL CORFORATOON
• 6401 N.N. 74t6' AVENUE
,
• MIAMI. FLORIDA
A STRENGTN
ECONOMY
QUALITY
Ol/E/Q.U.4N6 DE 7:4/L5.
DRSIGNID WECKRD
EN41PE pS . 1.
J 1CA I ' 2/2/66
11 3c