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d CERTIFICATION: IHereby,Certify t hat
the Survey of the property described
g hereon is true and correct, to the
11 . best of my knowledge and belief; as
rec tly surveyed under sy direction
ank'` h t there are no e�.aci�rKtents
unISY� to
eg• Surveyor No 1015Stote of Florida
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VILLA E OFM IA M 15NOZ $• DADIE CoLA)TY CIA
• According to the Plat Book 1 D Page 70 of
the Public Records of Dade County, Fla.
PREPARED BY
DONALD W. McINTOSH ASSOCIATES, INC..
581 N.E. 91ST Si
.8/4920c, /�' - 7`i MIAMI SHORES, FLA. 33138 -
Dote 3- Id - FB. Z32 -,50 ON. l°16 2 �.
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NOTE' ALL L UMDEQ /soorr//v . G,4. DOtt .L,45 F/a OR
INEJTERN //EMLOCK OR No./ 3OUT//ERN P /NF
DC DWG..
GENERAL NOTES:
LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN.
CONNECTION PLATES: ARE "ROWS. MR66RIr
l oon SERIES 20 GAUGE GALVANIZED
STEEL AS MANUFACTURED BY "ROWEL CORPORATION."
PLATES TO BE INSTALLED ON BOTH FACE OF TRUSS JOINTS.
CONNECTIONS: SAFE WORKING LOAD 170 P.S.L
DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEW
INCREASED339:FOR SHORT TIME LOADING CONDITIONS.
FABRICATION: FOR 1000 OR 2000 SERIES HAIUgs
RATES, JOINTS TO BE HELD TOGETHER HRMLY IN PLACE
UNTIL TEETH ARE EMBEDDED IN W000.
NAILS: NABS WHEN USED ARE 1 h" s I 1 GAUGE "SCOTCH"
NAIL OR E QUAL.
ORL
RONEI CORPORATION
6401 N. IL ua AVENUE
MIAMI, PLOIIDA
OVE,Qh'ANG DET4 /L5
STRENGTH
101SIONT
QUALITY
MAX. SET BACK
7' -0' ¢. UNDER
7' -0' to II' -0'
O P (BOTTOM CHORDS
TOP � CHORDS
+HURP /CANE CLIP e
TOP CHORD W/ 6 Sd
NAILS
+ 2x G SCA NA /LED TO
GIRDER W/10 16 d NA/LS
AS SHOWN ON ELEV.
T
N 1P
01,17 GL - GIRDER• CONNECT! Oiti
OUTRIGGER.H /P OUTR /GGE W Q
GO E S
SAME ME AS OMMON
OUTR /GGER GIRDER
CONNECTION (2 NURR. 1:1.. CLIPS* 4 TOE NA /LS ES
FOR SPANS OVER 7' -O'
U TOE NAILS FOR SPANS 0
P P TO 7' -
Zx6 SCAB
(5EE SCHEDULE ABOVE
PLAN
HIP OUTRIGGER
4-
GIRDER
SECT /ON A —A
141P OUTRIGGER - GIRDER
OUTRI G GER - NIP OUTRIGGER CONNECTIONS
2.6 SCAB NAILED TO
GIRDER W//0- /6 d NAILS
f L /NCH END).
OMIT SCAB FOR HIPS
W/7'-0" SET BACK OR LESS
1
HURRICANE CLIP w/6-
8 d NAILS (OM /T FoR
OUTRIGGERS 7' $
SMALLER).
GIRDER
r
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11,rivOera2y rem OVTR/GGE2 'tNt (DYE'
4 ' k/A Vrzzr. !I : ' C rf,f7 D
OUTR /GGER NAILED TO GIRDER W/2 /6d
NA /LS TOP f 2 /6d NAILS SOTTOM CHORD.
FOR OUTRIGGERS OVER 7' - 0° UP TO / /' - O°
USE 2 HURRICANE CL /PS W/ 6- 8d NAILS
AS SHOWN
COMMON OUTRIGGER- G /RDER CONNECTION
INNIL
Insapti
MTN
STUNG=
QUALM
HIP GIRDER - OUTRIGGER CONNECTIONS
FOR ALL NIP ENDS UP TO A NM. OF I/' -0 SET BACk
ION
MOM COM
ROHS CORPORATION O
MtlI MIAMI. ORIDA R
I
ro Wa n-
� rE � �6
20 71
GENERAL NOTES:
LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN.
CONNECTION PLATES: ARE MONEL 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.
FABRICA ALL JOINTS TO BE HELD TOGETHER
FIRALLY IN PLACE UNTIL TEETH AU EMBEDDED IN W00D.
NAILS: NAILS WHEN USED ARE 1W x 11 GAUGE 'SCOTCH'
NAIL OR EQUAL.
1
* LOADS
q
GIRDER SYMmETRICAL
ABOUT
ALL WE5 MEMBERS /2007 GRADE
D0c/6[AS F/R OR WE.5TERN HEM4OCK
OR NO 2 SourNA PIN E
SPLICE LINE
CAMBER Barron,
CHORD J6
19
0)
BOTTOM CHORD( 349 PLF
7
6: /-4 ° OVERLAY 12
w/80 i-/4/42 PER R
4=0"
2.4-er
LOAD/NG D/AGRAM
SCALE 4"- /
1=4 "
! 43.
6"
6"
29 MdX. CLEAR SPAN
18149 •
12)
B.)
4
3 4._ 0 - 3 7:8"
30=0 OUT TO OUT oF EsEAPING es
b
12 2i 11
goef 169.0 1690o
e+ 935*
■IlinVinletartatiii
1214916 +18149'
HALF ELEV4T/ON OF 300 HIP GIRDER
SCALE AI g 0 "
6"
LA
ALTERNATE DESIGN DATA
TAL LOAD, NW
NOALLOWABL STRESS INCREASE
BOTTOM cHorac) (LIA .9,, 44- 259 PLF
TOP jY BOTTOM CHORDS .
CONSTR L/C 71 ON P GRADE DoUGLAs F/
OR NO / SOUTHERN N P/"/ E OR WESTERN HEm
i2
'2
FORE Dh4GRAM
SCAL 4000'
/
RONEL CORPORATION
1255 BURLINGTON STREET
OPA-LOCKA, FLORIDA
RONEL
barbgrip
SYSTEM
STRENGTH
ECONOMY
QUALITY
2'/2 H/P SEP/E 5
- 30 0" / P G/RDEP2
SPAN
30=0' 2:12
APPROVED
FOR
RONEL COO.
4"
PITCH
2,6sCAB LONG N4/LED
ON ONE FACE OF TRUSS
WITH 1/ /2d NA/LS As SHOW/V.
;pa
)0
TYPE
NO.
DESIGNED
RR P
ClaCKED
/.
SCALE DATE
AS ShOWN 8,3-6Z
I UR; 8
FOR GENERAL NOTES SEE DWG /0069
SHEET3th.
v
1
8
�R
pUTR /GGR ° A"
54- O'
R OOF. L4VQU7'
$s
12
ALTERNATE OUTR /GGEF3 A'
W ITH 2.4 TOPCHO
. - WANDRR°.TRUSS
H/P TRUSS' Na 2
HIP TRUSS No /
HIP GIRDER
Uwc+ SW /O
(FOR 30=0- R
7/JF DWG 0068) .
OUTRR /GGER. 'B' .
acoNi ;:
- •
T
• 4L TE7:2 N4TE O tlTR /GGz R ••• . .
• )41/TN •4 TOP CHORD
• CH
CONS7RUCr,oMJfPD000LASRR
OR WESTERN HEMLOCK OR
/40.1 SOVTHKRAI PINE
HIP OUTRIGGEP.
cob: %Y0'
/500 f INDUSTR/AL GRADE
DOUGLAS AP' OR N£STER N
OR' No. / 501/THEW/se P /ME ...!'
TTR'CAL /OR OKR/GGIRS
L0403
naP_CNORLL'L2L f ..
- B077Gt/ atom, ,cu.
7VT4L . TRUSS Z64D
OUTR /GGER . C"•
mccraiGGER.NarEa .
UMBER ALL 2.4 OUTRIGGER LUMBER TO BE /2007
INDUSTRIAL GRADE DOUGLAS FIR OR
WESTERN HEMLOCK OR No 2 SOUTHERN PINE
fUNL FSS : OI NER W/S E : SNOW I / )... - .
ALL 2. 6.0UTRIGG6R LUN5ER TOD£." STh1Q) cv 4/1P
"DOUGLAS FIR, OR WETTERN.NAILOCK, oR 484,2.90UTWLRN
P/NJ. (UNLESS - oTWEPIIESE_SNOWAQ_ •
• CONNECTORS: BOTTOM CHORD OF OUTRIGGERS 70 NAVE' •
CONNECTORS 'CAPABLE OF 7R4N5M1.77777G7TRE__-
FOLLOWING 4 OAL15. • . '
• HIP OUTRIGGER: 22 rod.
OUTRIGGER ' : 605'
"Q5_P5F OUTRIGGER G': 550
('O Lis# OUTR %OGER.t': 440
OUTRIGGER -b • • :moo .
OUTRIGGER 'E "._220' _
OUTRIGGER}': 110
- .SS PM
GENERAL NOTE
LUMBER + M: N /NUN LUMBER GRADES ARE A5'
SHOWN ON THE ELLY4TION5.
CONNECTION PLATES: ARE PONEL BARBGR /P
• 1000.SER /ES .20 GAGE GALVANIZED
STEEL (UNLESS 07NERW /SE 5/IOWN) ds
'MANUFACTURED BY - RONEL CORPORATION!
- Pt 87E5 TO BE INSTALLED ONBOTNFACES OF..TRUSS.
CONNECT IONS : SAFE woRK/NG LOAa.140 _
'DES /GN : 'ALLOWABLE. STRESSES HAVE. BEEN IN-
• CREASL:D 33 %7• SNORT 77NE• LOADING
CONL:v770N9.
NALL • TO BE. 1 //( `5COTCH7NML OR
* . EQUAL
ALTERNATE DE5 /GN DATA
• TOTAL LOALYNG 4/ R5F
•NO.ALLOWABLE STRESS INCREASE
34=0'
AIPROV®
/OR
NOM COPP
RONB.
SYSTEM
36 :/2
RONEL CORPORATION
1755 BURLINGTON STRUT
OPA{OCRA, FLORIDA
34=0. 3 2.1.2 -HIP. SERIES.
ROOF LAYOUT f OUTRIGGERS.
1RO1
174
NO.
cm. Of FLA.
STRENGTH
ECONOMY
QUALITY
coa.®
RRE
4s She.., 6.29 -i17
1 () OGJ
R,OP 1 8 .3
1
oa;
B, LV99/Ll
ii
A
v
1
8
�R
pUTR /GGR ° A"
54- O'
R OOF. L4VQU7'
$s
12
ALTERNATE OUTR /GGEF3 A'
W ITH 2.4 TOPCHO
. - WANDRR°.TRUSS
H/P TRUSS' Na 2
HIP TRUSS No /
HIP GIRDER
Uwc+ SW /O
(FOR 30=0- R
7/JF DWG 0068) .
OUTRR /GGER. 'B' .
acoNi ;:
- •
T
• 4L TE7:2 N4TE O tlTR /GGz R ••• . .
• )41/TN •4 TOP CHORD
• CH
CONS7RUCr,oMJfPD000LASRR
OR WESTERN HEMLOCK OR
/40.1 SOVTHKRAI PINE
HIP OUTRIGGEP.
cob: %Y0'
/500 f INDUSTR/AL GRADE
DOUGLAS AP' OR N£STER N
OR' No. / 501/THEW/se P /ME ...!'
TTR'CAL /OR OKR/GGIRS
L0403
naP_CNORLL'L2L f ..
- B077Gt/ atom, ,cu.
7VT4L . TRUSS Z64D
OUTR /GGER . C"•
mccraiGGER.NarEa .
UMBER ALL 2.4 OUTRIGGER LUMBER TO BE /2007
INDUSTRIAL GRADE DOUGLAS FIR OR
WESTERN HEMLOCK OR No 2 SOUTHERN PINE
fUNL FSS : OI NER W/S E : SNOW I / )... - .
ALL 2. 6.0UTRIGG6R LUN5ER TOD£." STh1Q) cv 4/1P
"DOUGLAS FIR, OR WETTERN.NAILOCK, oR 484,2.90UTWLRN
P/NJ. (UNLESS - oTWEPIIESE_SNOWAQ_ •
• CONNECTORS: BOTTOM CHORD OF OUTRIGGERS 70 NAVE' •
CONNECTORS 'CAPABLE OF 7R4N5M1.77777G7TRE__-
FOLLOWING 4 OAL15. • . '
• HIP OUTRIGGER: 22 rod.
OUTRIGGER ' : 605'
"Q5_P5F OUTRIGGER G': 550
('O Lis# OUTR %OGER.t': 440
OUTRIGGER -b • • :moo .
OUTRIGGER 'E "._220' _
OUTRIGGER}': 110
- .SS PM
GENERAL NOTE
LUMBER + M: N /NUN LUMBER GRADES ARE A5'
SHOWN ON THE ELLY4TION5.
CONNECTION PLATES: ARE PONEL BARBGR /P
• 1000.SER /ES .20 GAGE GALVANIZED
STEEL (UNLESS 07NERW /SE 5/IOWN) ds
'MANUFACTURED BY - RONEL CORPORATION!
- Pt 87E5 TO BE INSTALLED ONBOTNFACES OF..TRUSS.
CONNECT IONS : SAFE woRK/NG LOAa.140 _
'DES /GN : 'ALLOWABLE. STRESSES HAVE. BEEN IN-
• CREASL:D 33 %7• SNORT 77NE• LOADING
CONL:v770N9.
NALL • TO BE. 1 //( `5COTCH7NML OR
* . EQUAL
ALTERNATE DE5 /GN DATA
• TOTAL LOALYNG 4/ R5F
•NO.ALLOWABLE STRESS INCREASE
34=0'
AIPROV®
/OR
NOM COPP
RONB.
SYSTEM
36 :/2
RONEL CORPORATION
1755 BURLINGTON STRUT
OPA{OCRA, FLORIDA
34=0. 3 2.1.2 -HIP. SERIES.
ROOF LAYOUT f OUTRIGGERS.
1RO1
174
NO.
cm. Of FLA.
STRENGTH
ECONOMY
QUALITY
coa.®
RRE
4s She.., 6.29 -i17
1 () OGJ
R,OP 1 8 .3
.3FE/CEL/HE
CdNBER Egrrom
CHORD
cAmsERBor7om
crioao
33:4 MAx. CLEAR SPAN
34:0 our 70 OUT OF BEARING 1:9'.
EAU" ELEVATION OF NIP TRUSS '
OUT TO OUT OF BEARING lie
HALF ELEVAVON OP MP TRUSS' /
SCALE: 1:/:0 •
gala'
LOADING DIAGRAM
Wcact: 411
-
max. CLEAR SPAN
COlvSTPUCT:.:N ./fP DOUGLASFiR
WES7EITS HENLOC.V
N. I SOUTHERN PINE
12
BorroN CHORDt
120oriNcIGRADe DOUGLAS ,74.
OR WESTERN HEAILOCA OR
'NA 2 SOUTHERN PINE
CONSTRUCTIO/Y PDOUGLAS FIR '-
OR WESTERNNEHLOCK OR
N. SOUTHERN PINE
BOTTOM CHORD? WEB MEMBERS
/200r/A/0 GRADE DOUGLAS FIR
OR WESTERN HE14Lo.:A
N. 2 SOUTHER PINE
MOTE :
i2
FORCE DIAGRAM
ScALL
MAX.SPAN 34e
28
en
FOR GENERAL NOTES REFER TO SHEET /S3 DWG
b
c „
°
6
LOADING DIAGRAM
ScaLeit go
FORCE 0/AGP4F1
- __3c4LE:1:4000 °
- LOADS •
TOP CHORD DL L.L.
BOTTOM CHORD aL
TOTAL MUSS L040
_TPussEs SPACED 2 CC NW/AWN
• ALTERNATE DESIGN DATA
107:41. LOADING 41 P.s.
NO ALLOWABLE STRESS INCREASE
RONEL
.SMII 11701
$d-o 2:/2 HIP
APPROVED
FOR
SONG CCIBL
12.
"";ZZI 21e
f •
2 • NI
45 PSF
/0 psp
PsF
RONEL CORPORATION
1233 BURLINGTON STREIT
OPA4J3CiA. MOEDA
34 - 2:1? HIP ,SER/E5
HIP TRUSSES / 2
STRENGTH
ECONOMY
owurre•
NO. 0010MID ORIORR
RAP H.5.1
MAU
D.
LS SNOwN fre42
SHEEt_. 00_
MAX. S44N
M/N /M!/M GRAOE OF LUMBLR
O
d
3 /' 4'
6
p
if
1
_ _
u ses
I 1
n
2512
.3
=4'
.
MAX. S44N
M/N /M!/M GRAOE OF LUMBLR
33' - O'
A. / SOUTHERN P /NE
3 /' 4'
/soo 7' /ND. GRADE £ X. LA5 f/R
243= 4'
1.000 7 - AYLz 6RADE WESTERN HEMLOCK
SEOUL NOTES
tuna mum LOWER axe all AS amen a TIN arum
COhNECIION PIATES an -eaa maw tom SUJET m GAGS
RAMMED STM AL W 31UACTUR!. eT - Rona CURPORaITOR.
PLATES To 8E f=STA UO OR MR Has OF TRUSS SODOM
CONNECTIONS SAFE 2082IS Lo*o 170 put plug
OESIGPt uLOlumt man smuts Tun two =luso 33X FOR '
SNORT TIM LOSonn Ca0R102& (Wtleta
NAILS of he 11 Rest motor Rut a 3WSL -
RONEL CORPORATION
1233 Ru13NO1ON UM/
C•4.00l4 NOOUA
RONEL
NA
STRENGTH
ECONOMY
QUALITY
2 712 /2 TRUSS SER /ES
33 =0'
4' •
11•x2111 wr
1 1 1 1 1 1 1 / . 4 5 1 1 1 1 1 1 1 1 ; 1 1 1 . 1 1 1 1 1 . 1 1 1
.SQL /CE L.WC
9 1 B ' OYLFLAY 2.
W /TN 84 NA/LS AF-17 A! .
ALTERNATE BOTTOM CHORD
SPLJCE AT i/O /NT 4
Sc4LE: /� /' -0'
¢' M4.1 5PAN 33' -0'
NAY 3PAN 3/' -O'
k'MAz SPAN 29' -O'
PITCH
TTR
2f:: /2 FA..P'�
AEA
SCAM
JNOWN
33-0'
emus
M.Y. /.
011
4-9-84
'Ora_
2'.2 - BLOCK
5/4LJC2 1/N2
2-4' 41'N.
4=0• MAX.
..t7/NTb'
32' - 4' CLEAR SRAM
— B7TTOAV CHORD E .'EB A/GVBZR5: /500 7" /■42 0240e
DOUGL45 /7R OR WESTERN NE/I/L0GA' OR ,%. /
K.AL 4*? EJCLPT
a0778v c1 240:SoLKL (age PLRM/TTED'
CAMBER Borrow
coact d7'®
0
X SP •N 3
-2' 5'-o' S - o' 1
LOAD /NG D /AGRAM
SCALL:
A
HALF ELL VAT /ON OF TRUSS
SCALC : /b - r -O'
LOADS:
QL. L LL. TOP CHOQO - 45 RS,
DL. 80T701( CJYORD . /0 p3.
TOTAL L040 • 55 Pic
TRU55E5 SP ACED 2 -0' QC 4 41:
FORC4 D /AGRAM
$GALE: I'-/000+
224 BEAR /A15 .€. (BY OTHERS
O.C. DWG.