PLANS1 SE �
50
° N ..
J� - i
.0.',
i
.SCi
(C:1
50'
1 7
lb
Its
•
20
2i
22
S 0'
2.3
5G 17)
NE
L1
I64
o
N.E.
F. t;. 1-t;,
- '3
;_f=.. 1'171
LO CA TION SK ; 'H
SCALE: 1'
9 51-. 5T
11 ,
( ^rUGt�r�11 Ur,
D'ir]e Lz.: ru? e _11c Corr p _1
90 TN, ST
SKETCH OF SURVEY
0
30
cfl
For
Joseph A. D loud and Elaine C. Daoud, his '.vifc
E. R. BROWNELL & ASSOC. INC.
3 15 Coral Way
Miami, Florida
Q /
Lot 5, B1oc.< 3, .,EL FORTAL, according to ti: plat thereof reco. :le..? in
Plat at Page 101 of tine Puh''-ic Recbrds of 1), County, Fior;iHa.
2 ( 7
Phone •1••16 -3 -)11
Scales a3 Shown
I IIEREBY CERTIFY: That the attached "SKETCH OF SURVEY" of the above described
property is true and correct to the best of my knowledge and belief as recently surveyed and platted
under my direction, also that there are no encroachments other than those shown.
67
By E. R. Brownell
Registered Land Surveyor #923
State of Florida
�`Zity..r
1.0'C-tear
C(cor
o /v. k.%
`�- .--- /a 3 /y r
SKI r " "CH OF
S OJT l/E Y
CD 1 �T
C 1C� IG�lC11 1 • ' �.
su
SCALE: 1"
r
0
'1 7
s
C •
:b ,
C. B 1'v n I
n
7
0
0
J
0 5'
L�
a c,6t1rs
(3 r (1
:r?
nI
-r, Ei3O5 :T t=f;tg
7L.1 /: , r t ?,
1
W. ELEV.
r
. ELEV. ' 2 1 011
,- REr -+4'l; Ekr 'a.?,:ii)o•.os
( ri • -r± r)), • • `• !1 S 4 /ye., r c . 2
\ S5drI
/
r i, t
{"e
121`3• t
Att.:
0000 - .s
A
�'1 - lt j? r•VJi
A} -rd.a +�
r 0
1 r- j t,'
3 ,, A , r tr J i24" '!C
if AN 4s :it
.._ .....-
.; 4 f tin E P., re
f} (' G A 4 i7'
1 7.
I,11 , AMOIDAIMP N►+wintil4.~s1r.q w0J
: e l 11
•
el e SpEC1S
+8.1:060, iouNkmompeptia
1. O f F - 4 ? - ' ' f (,¢.�•� �-
7 k
3, C I~I1 046 - E .PoSEr -r..4
4 x1 r ; 1,;s War r s 2 1.1-i 1;14 A l g
( t i ii 4.,-, r Q2),,
,5 o ti r; • c.‘_ E 4 4 . . . r €7. ra , O rl A N 15
11 .rLt
/.o , [ e o rc ?"a - t ' r' r 0 i • 5 pJ (") 1: 1 S t . t r; PL. 5. 1 G r2.
7. _var - Fi•J
(1`i ?! T.
CD, C a Z i:a_
3. 1J_.) 5 - h uo rj + �l . V'?" )1t3 �t 'j rl r - G 4.1 0.,
4rI C'.• Mete - OA) 5+ -vr:x C7 L45s
I 0. 1� 1,t r trl - Y OwNEr?
I ? , ' c _ ,_ 4 i \\ - r t ; , t l - cw ► % 1 L rre., t D R, K E:. v T 'S
G '1 '51 . - r/
} t l'
t 11Q .v ;1 t ' a v • �N4) ti se
{ 3 . rj rsi'r... - TS - �lci1
-f), l_, Erz r -t t ... rt. E. r -
F r.� t . S y{
I1.1Sra7-
t . I .E I this contract does not
'include any resodding
or landscaping
i .J
-.0:1 )1 -rro/q w: - F•or.ttl S 7'4 gt>
J
A.4 C..j� ;,2 ,, 1r2.Et7
°Mir A/C
kyeg
-
itinceeitaiito
N• ~I t 3
51
Cr -4
/4 c''--
ov r-
1'a
50 .
5(4 E. tU /(- f..4 AA - , ,
ALL ELECTRICAL ITEMS AS NOTED ON
FLOOR PLAN ARE 1'0 se SERVICED BY
EXI8p G ELECTRICAL AMPS' AND SERVICE --
140 SERVICE INCREASE OR' i:lE.b3IAilOt$
13 INCLUDED IN WORK CONTAINED HEREIN.
UNLESS OTHERWISE 5PECiF1(0 „
ja l ).< -- 4- 1; xlsTrN/ I - ": uM , {112 /.
i*g! 1i1,r,
1s �. z t dr:
{
i YT 11 1l f =ir.t Ye irj 3{94)1, iw
r oliE:.tYtra) 'Norio 1.64 r ,
tr# ' t..41 1= 4 'rat' ra P1 �3�.r
d
GI, 66
■J
— .. '--- rflIEIC +_EI+ 9 NOTED )1EME -IN
REPRESENTS I ilrffittNONTRACT
■ '> .. A4A k F • O;tK BE f31G PERFORMED.
ACCEPTED AND AP VED FOCI ALL NOTES
DIMENSIONS -- FLOOR PLAN. & SPECIFICATIONS
AS CONTAINED HEREIN
RD
cji o v
• . 1.a.4 +414cYx 40
PLOT PLAN 1"-30'
••■•■•■ q►r..w+..•
4 • A g N i,
1
L X <3 1, f 6.. - [tlolrl
, t 11 1 .1
1)1,Z A6,
U r7
• T a t m,
-4
s-ruc c.a4.4
4e9.Yl. +4
�o :2 .r •S t --
r. 1�
r
(Lri!)v
1
•
1- A
& ()Lr'j Y - a p_?
RE'IISIONJ
1 11)ACE 13 - t'
i
9 Y7
`3e: (C
- c5 t i , fora 4- "s �7 i
., r 1'- 6 t
TYP. T " O"
t' se l � r - 1 - * 0 ; M F_k 1
.�.. «.. a .a... 1,000 • .. .- -. -.-+. �-� » -_-
i r tJ ht t> ;s r:
FADS:, i� . -t* �.
x +S f
”
2
1/,
I O X / (, (jc �:G , r-
to *Or'
; %11t'
r
OA
c � S r rt ,t{ - ') 4
•
rAor -:4t, ( .)tl 9 77 `) - 1 3+ -8
ror
r?
11 pp 4
qv t ti 5• 11 cJ V i 1 C1C
• ..
X t ec��c�n T c1OYCQQ .
. Q < . u ,�a .: Td - . Fivtc !07. a
x1,011:41‘ Elf Q ;Rt�:Ai AMP ANA $ RYIG Y=»;
Q $E .It±cti As ' 4w �R LOCAT ) N
tyzcq.,t tz coriTA Ni t3 HttP ter.
EClF18Sf s s
r4s
Th,t,4`Ql 1Et4TS A NOTED HERE. U4 +
AqR ente i� o s' t .t viaigRbto
0 6 - 1 4 , 8 FI.QOJ `PLAN. & $PCCWtCAT ONS
daf CON A1NE0' H R
� ,
1R*v%l% A.00 ss10 6
e KbLA• CoN$ ;Qu </toom
/ 1. to R.) G SY 5r1,
1
�
\ :4;
i J j
OF X 3UILGlN�a ?ERtJt1t
i fC'R 1SS 1 �,g1fp IN `•RErEalv'li
11�.ESf ?INNS A.R A ??RO'�E) 'INRIA' CE(S) i Ip RV: Lpt�1Va1G
�r<C•F..S [� \ ITN
, ITH ;10 V�RV )',1 i Y LISTE9 3EL0'
� S SRO � , - � q c ?EGVfV��P._
rF F� lt'+ �.'' 1wS MIISt 3E i:OPApLVEO
NO 01V,ER �- � COU.IY
O,dOV thEa C E?E�,.11i1
NOW- E St'\TE 1,.p
,'fit L O1V�ER n t.te 1
\w►1 "H 3Y ALL 13A:d1lES•
El1E 0E?P:d1MEN1
?U3110 \ki3R',,kS
f -0U10E Dv ?P.R1' ;4EI;+
30101NG D1RE010;
?Lpt N1NG
A? ?BONNE
j gq
0 T is
� E WiTVd 11-1E SC'U1r E • ' .,... ,
�OtJMINM,C ViORES V1!_L",GE t,. t .": "C\1€O V'Et;Fl;d.
j MIAMI S t,TOV;S " ' cPE0111rAto
')13 c,0 1L� 10V�lS `,w'rtE1HE:t OR ItOT -
r
•
. G+ - 7.T�v J % /6o
"Atri iwPL . TQF � Mooet. 14E.Ar .
(A :a, 2: ry V•4 , $k )
CoN!7UJt "Yams Rope ,4"41..-frni
"A3114849_
P6ReH
--- U - - - -- —
Lt/U4 G ROC tit
rt
1 \
if
it / / Z. \ 1
\ f /
\ -
/akilvR) \\
q
0
6 C'f -3t1L
1;
r
kti
A/c UN
On) t2cOF
1 11kTN Pi rc:/
pAr.,$ 4 14.tF_1 EgZ,
l0`. t o CC3t -1L 2
1, 180
E�N�Tr�Y
I IT ()NH LI
•
J
Pel
L1A\GTE R i3 : P ROOM
1/.41:2.
FL. REF_ Lu' E<
RUN APA` /ti Ctt_I���s
9.4Ft'CtTt,1 `rte
1 FL. Al. C LI ► /'r
rG UNIT
/4 ,'6C2t1L.
1'80 NN
6A 8
1 . 8 -�
/i1x$C6ML_
250 cFM
J
C3Ar < -oN
FCONO FLOOR PLAN!
1I1 R00/4 :00r.:
:l
10X6C3'1
T
! a'x6 Cc3P-1L.
BED ROOM
SALERJUQ REST 0 .CO
2,8C EF. ?/ SrRgrT
;i iA M t rJ i'o r':,
•
M1
/ (,. -1 4,4_ L.
S
-
210
1 x; �t ��4, - A r
// "�"' ` 1
i y l
4 o ' ___ 10 . 1 ( ..7:: 0.1:- k? .... /
t
I ; \ Cli :VeLITr'i4
t14
• 'fit
i
1 T 3
4
•
CeC
1 q '
3
J f * J 1 4 : � ) •
d;17' _w ''.:e. ' t ilk
r
s^1
c1
1 hereby certify that the -
attached sketch r.prisents
• recent sur'ray aside ..inder
my direction. and 1s trLe-
and correct to the best of
ny k,..s+ ledge and tellef, -
and that thus us rob en --
Cr 0achrP.ents on said land -
othar then a51 sh�.�•• hare-
Fie. *13. Su/viyor Ho. 1gt3
P j. Eryina
0 fi •t2- Z t 1-0
I
cl
r�•
t ��• !� S`1J1
DACE
SCALE
This property described as:
Lot 5, 131cck 3,
EL PORTAL,
according to the P l a t
ther as recorded in
Plat Book 9, Pare 101
of the Public Records of
Dade County, Florida.
•
PACPEACY OF : Galban, Octavio & Nancy, 230 NE 91st Street, Miami Shores,
*. �uYt�t itiv °Mr.A: r.uaa s ':: s v v£ E`:.ile. t ' a a ` atiytfF�eSbeeTt e# d�Engsy 93€�td,
Florida.
l.ANNES 14.1 GARCIA, INC.
ENOINE E R S - LAND SVRV EYOA S - LAND PLANNER S
P.0. 3oe Cd1131
`ais:nl, f t•• tda. 33159
OMAN 3
C)
i1
Dard°. NO.
117-4522
!MONO- P1TCHED 2.5 ON 12. 45x10 PSF 3/2
!SPtLgES t GRADE MAX. 0/A SPANS
(EFFECTIVE 3/15/72) 2X4 TC 2X4 9C
,S O U T N E R 11 P 1 N E
DENSE SEL. STR. KD
SELECT STR. KD.
'11 DENSE KD
11 KD
12 DENSE KD
12 KD
SENSE SEL. SIR. DRY
SELECT STR. !AY
11 DENSE DxY
it DRY
*2 DENSE DRY
12 DRY
1 D O U G L A 9 F I R - L A R C H
DENSE SEL.STR.MC - 15
SEL. STR. MC
'I1 DENSE MC - 15
*2 DENSE MC -l5
1 ,11 MC -l5
12 MC -13
DENSE SEL. STR. DRY
SEL. STR. DRY
11 DENSE DRY
12 DENSE DRY
11 DRY
12 DRY
,t E M - F I R
E B M E M B E R S
23'- 4'
23'- 4'
23'- 4'
23'- 4'
23'- 0'
21'- 0'
23'- 4'
23'- 4'
23'- 4'
22'- 4'
2 l' - 0'
19'- 8'
23' -
23'-
2 3' -
23' -
23' -
2 1' -
23'-
23'-
23'-
21'-
22' -
20' -
4'
4'
4'
4'
4•
4'
4•
4'
4'
8'
8'
0•
2x4 Si SO. PINE, EQUAL OR BE'C1'ER
23'-
2 3'-
23'-
23'-
23'-
22'-
23'-
23'-
23'-
23'-
23'-
20'-
23'-
23'-
23'-
23'-
23'-
22'-
23'-
23'-
23'-
23'-
23'-
21'-
SEL. STR. MC -t5 22'- 8'•23'-
11 MC -15 21'- 0 21'-
12 MC -13 18'- 4• 19J-
EL STk. OkY 22'- 0' 23'-
11 DRY 19'- 8' 20'-
12 DRY 12'- 4' 10'-
4'
4'
4'
4'
4'
0'
4•
4'
4'
4'
0'
8'
4'
4'
4'
4'
4'
0'
4•
4•
4'
4'
0'
4'
3.
0'
0'
8'
0'
»1
.1 1ERTyygill
,k f 104;. 10, 4
or h0. 22958 • t�
Q.� STATE OF
IOUAI ALIAS
2x4
3x4 TO 17'- 0"
3x5 TO 21' - 0"
3x6 TO 23'- 4"
12
2.5
u US,YA1 SISII *SI (LA1l4 All *AGI 1104 11 1 10 0AU0( 01401 A (A114 A114 -71) 11 *,, h0T D(41ID GAO/.
(4lll. ■A111 S*Atl 11 AIPl,10 10 101H IAC11 01 14041 Al 1ACN 101NI * *II/ GI *INt40N1 All NCI
h'.(I P*AII$ 1f **1111CA111 AloUr JOIN! CI Al +HDICA11D 11 C.SC111 101. xnlll ' 0 tulAfl1t40
11 AIP1110 D■/(0441 t0 40P Ch0101, 11,14 1n411 11 (14(10 AI INIIIVAII NOI IACtI1,r40 )' -0-, W,4(1 x10
t,O1D C14,.nC 1t AIIu(D 0111C11Y 10 10110* Ch014I 11+11 In All 11 11,.C14 4r R1f4AY411 ■,01 (ACIILINO
;IJ'.0' ALL AUO4I,0l.AI 1l*CIND IN L1C41tD ■Lll 11 ■•11ALtI0 AS IA11 CO tnl 744MAN1;41 1111,'(4■11
'l41414A1 1111 .s .r. t 11411 !JO *114UN1311,11 *04 Irll IIlCl011 01 1447474 /I*SON1 4(4(44.0 I4Ul411
411 CA.1■1.1.16. t0 14(4 /101(11.0:IAl *4 IIOA■LINO 1(.44/01411 II(CIICN 11AC1110 Wn4Ch 11 ALA'A11
110..,1110 10 11141141 TOIll11 AND "GC*INOINO ", CJI111■0 Ar40 fA1lICAIIJH ( *Alt 11 ACCC1,1lithID US.N0
v && 11004E1 1NU0 11111140 1011471 AI.4 ?,4111. +:911414 (TANS Ail 14114 ON tn1 *SI
(.4 A 4' 1,0.,41444 *1 .4h CI 14471143 AI IA(14 INO. 1141411,■ W.LIn1 01 I.P 70 1' *A1 11 4110 Wn1CN
r'..1 /11* 4 A„ 1.1(41411 114 IA1 *AIL *U* 0911414 I/A)1 OF 1'.
2x4 '1'0 21' - 0"
3x4 '1'0 23'- 4"
1x4 CONTINUOUS
LATERAL 3R.AC4
i
Top Chord live Lood 30211
Top Chord Deod Lood 15 211
Blm Chord live load Opsf
Brm Cord Deod Load 10 pi t
TOTAL 55 psf
33.311 APIowobla Unit Sues!
In(reose for tholl term loodinp,
3x5
0/A S P A N
SPLICE DETAIL
101 rwO MONO IIIChI0
Ik,S((4 1(41,440 AI
m141/AN,
NOTE
01411 Orlt TOP 0110110
SI11(4 1(4 *411(4.
3)(6
i
5x6 I I/4 of Pnnst 3x5
t 12t 12 1, 1
"1" U 53WAn1-
f0N13
N 0 E E
I•4 CON I,N0001
1A111A1 SIACAA3
ON4? 0441 14*. C■010
IILICI A(lOWID IN
IAC4 IIU11.
TYPE MONO- PlTCIIED
6x6
II r\
L
r �67
5x10 SYLICI3
3x10 NO SI'1.ICE
PITCH
2 5
DRAWN BY
ORWG, No.
H 2.50944043 0
2x4
3x6:
3/2
SPAN SPACINO
23'- 4" 24" 0 . C .
CHECKED EY DATE
3,t1,V, 2 -22 -77
1
NOTES $
1) CO1rrINUOUS BOTTOM CHORD BEARING 1S
REQUIRED.
2) TOP AND UO'rrOM CHORDS ARE 2x4 tlo. 2 DRY
S.P. OR BETTER.
3) AI,L VERTICALS ARE 2x4 No. 3 DRY S.P. OR
I3FT1 Elt.
4) THIS DRAWING MAY DE USED FOR PITCHES
L(RIFR THAN 511OWt1.
5) UOTTON CHORD MUST BE ANCHORED AT
2' 0" O.C.
6) AI.t. VERTICAL WEDS, WIIICII REQUIRE BRACING
It$ ACCORDAtICE W1T11 TILE NOTE BELOW, MUST
RAVE A 1x4 BRACE, NAILED TO TUE 14" EDGE
OF VERTICAL W1TI1 LOd NAILS 8" O.C. OR OTIRER
ACCEPrARL.R METHOD.
1x4 BRACE
C
VERTICAL WEB
3x5
3252
" 'BRACING REQUIRED FOR GABLE END UP TO
35' ABOVE GROUND.
" DMCING REQUIRED FOR GABLE END FROM
15' TO 35' ABOVE GROUND.
'BRACING REQUIRED FOR GABLE END PROM
25' TO 35' ABOVE GROUND.
3x6 3x8
3252 • 3202
Joitrr 1 DETAILS
JT1
T•u1W►I.Rm pl►I►a u♦ lormad Isom 11 Ind ?0 pa., ► Ord A, hot-dipped pstranll►d IIHI, Pistil
Bran L.a tppl4d to Goth 1/4 M $rids 41 'etch Iolnl. YII r$ dlminllonl ua not shown, plsc4 pl►III
s 1mrr.aln'_a4ly snout lolnl. When no Ir.►►thlnp 1 ►ppliod dltsclly to lop chords, 1•y 1h111 t4 brc►d
, Int not 'striding 3 Whits no riptof cooing Is $ppltwd dtrsclly to bottom chords, tnly mall
ts wcwi 11 Interrsls nos uc.soing 1V-0 All IAQIIlon41 !slots! btscin0 Ipwclftwd on trus s 11 lot
b■►clnp Indhtduaj Nye 1 rrwmtsrl Only. All phmsnonl blc lot Ins os►r01 alrvtlutt I1 to t4
wu,fdsd m
by dsstor..r of toplsll 11rvclun. Trusrl►l $ton41 Wa,a no ruponslbillty lot 1M 4rKtlon of
Vrulss1. PsJaor`1 1160l60 In,,t., uI C►ullon►,t 110 $1411 prolasllonal ►dviu rf7qWlnp llmporu-
j kKlC br►cln0 which la shots) l rwetult/d to pn,sn$ tottplIn0 and 'dJminolnQ Ihll truss hu Lwan
d.11Crwd to nws1 •pollub4 rovisions of Ina 't11110n.1 Novi ep-cIllclllons lot 61tiu n
- ads
l.um,,r and Ms FIl .nInps' (114FP ►l ►rid "0411pn / .►ciicu WOO tons la Lb 1WOO PI►OI COnnKI►d
wo7a Tn u.1 (1111. Cooing ►rid ylbrktllon shot 1, lhw 4 ►ccomptl u11np putpminl rhlch rill
p $r.vQ lnlln01obnit a d Olt I, Cars should La 1'stols ►l 111 Ilmwts 10 arold dun►QA through
cu/vu nar.dliry of Vu's/. durInp unid►dir , 11ortnp ►rid , o ilc.n,
4x4
4037
JOitrr 2
3x5
TYPICAL TOP CHORD
SPLICE
5x5
4052
-
SPLICE
EITIf
3252
12
JT3
40' TO 44'
JT4
Joltrr 3
1.5x3
JOINT 4
TYPICAL BOTTOM CIiORO DROPPED GABLE
DETAIL
JT2
I1*
4'
TYP.
12
1 .5
JT4
J Tom'
12
2.5 1/'
JT4
1111111
. 28' — 32'
Live LOAD 30 141,
DEAD LOAD , . 1 . . 1,5 , p4 f,
CEILING L. L 0 1111 I,
CEILING D. L 10 04.1,
55 p 1.1.
31.3% AlIo.iW /UnRIIIr $l
Intrust lot BtxxVf orm lading
36' TO 40'
JT3
JT3
24' TO 28'
JT3
, TY
JT2
1 TY{
TF1UOWAL
�f DNLZL
I
TYP
JT2
Abet
!01 MA111
2.5
/1
12 JT2
I JT3 ,1
X UP TO 12'
... 12 JT2
2.5 -�
JTG �("
JT1
JT3 24 "
1TYP]
12' TO 16'
12
2.5 JT4
JT3
16' To 20'
JT3
20' TO 24'
GABLE END ECM I1S
MUM/01M I? AA IMCIep
5 9Q' - 0'
D A Y' QAII
J.W.V. J.W.V. 2 -8 -77
HUM 44442
GABLE END DETAII3
r
t 4"
1TY
JT2
14"
� YP1
HEEL PLATE AS SHOWN
ON TRUSS DESIGN
(TYPICAL)
2' -6" HEAVY
3 -0" LIGHT
ROOFING
ROOFING
2x4 RAKE OVERHANG
1.5 -3
1630
T.5 -5 1x6
2452
Q
2x4 TREATED LEDGER
(BY OTHERS)
UP TO 6' -6" MAX.
OVERHANG W /LEVEL RETURN
(2x6 TOP CHORD)
3' -6" HEAVY ROOFING
4 -O" LIGHT ROOFING
2x6 RAKE OVERHANG
2,5 -5
2452
VP TO 3
1.5 -3
1630 lxtl 0� 1 x�'
UP TO
1 211
OVERHANG W /LEVEL
RETURN (USING WEDGE)
0
VARIES
CANTILEVER TRUSS WITH
OVERHANG & LEVEL RETURN
Ituf *µ 11111MN tlAtll All MAGI !NOM 11 1 10 OA■01 GRADE A IAIWM AC41 -711 f NIMI, MOT DlrftD 0A11,
11111. ILAll1 f1AtL 11 AWL/0 f0 101N PACII Of IIU71 Al £ACM JOIN/. Wnflf DIMIN1ONf Alt N01
!LOAN, fLACI rLA111 $I4M1111C1.11T AIOUf 101NT 01 AS INDICAIID If C11C111 !01. Arhlll NO OA ATHINO
11 AMA 0 DUICfLf 10 1OP CH0101, 11111 MATT 11 11ACI0 AI INIIIYAII NG? 10.Cl1DIN0 1' -0 - . *11111 110
11010 ClioNO If A OItICIIT 10 10110M CM010I, 11111 SHALL 11 INACID Al INT11VA11 NOI 11(1tOIN3
10'•0'. ALL ADD1flONAL IIACINO IN01CA110 Mhlf 11 1NITAll(O AS PANT CI fn1 flit/AN/NY /1f UCTUfI.
IIUSWA1 /111!x1 INC 11A11 110 IIItONf111111T 101 fnl 111CIIGN 01 tfullll, /IISONf 111C11N0 11111111
A11 CA*TIOn10 10 1111 f101111■0NA1 A0 ,11 110A1DIN0 IIMIOI•IT 111CIION 11ACIN0 W111CH 11 AL*AI1
114111110 10 ttIvtr! 101fLIN0 AND °00MINl,lN3', CU111N0 1.110 1411110.110N MALI 11 ACCOMILILnID *10113
14111 /lath! ■n1CH *111 1100001 INUO 11111110 1011111 AND ILA1(1. ()MAIL 11A1I All (AHD ON Ih1 u/1
CI A. A' 1,0.11NAL •:DI14 Of SLL11N0 At LAC11 IN4 11A11N0 WIDINI 01 41 10 1 MA! 11 *110 `A111CH
.11111 ►1IM1/ AN 11IGIIAIf IN 1st MAIIMUM OAIIAII ,IAN 01 1".
" WEB REQ'D.
EVERY 36"
1,5 -3 O.C.
1630
1630/
nr-
2437
Crja
UP TO 4' -0
OVERHANG W /LEVEL
1ETURN (2x4 TOP CHORD)
UP TO UP TO
2f_OI. 21_
2x4 OVERHANG WITH LEVEL
RETURN & RAKE OVERHANG ,
NOTE; LUMBER TO BE AS SPECIFIED ON TRUSS DESIGN.
TRUSSES SMALL BE FASTENED TO BEARING WALLS WITH FRAMING
ANCHOR OR EQUIVALENP,IN AREAS SUBJECT TO HURRICANE WINDS,
TRUSSES SHALL BE FASTENED WITH 1/8" X 1" STEEL STRAP ANCHOR
EMBEDDED IN TIE -BEAM AND BENT OVER TOP CHORD (BOCTOM CHORDS
IN CANTILEVER TRUSSES) AND SECURED WITH 3 -16d NAILS. OTHER
EQUIVALENT METHODS MAY BE USED. LEVEL RETURN OVER 24" LONG
SHALL BE FAS'1ENEll TO 2x4 TREATED LEDGER WITH FRAMING ANCHOR.
LEDGER TO BE BOLTED TO WALL 48i O.C. (24 O.C. FOR OVERHANG
GREATER THAN 48
LIGHT ROOFING ASPHALT SHINGLES, SHEEP METAL ETC.
HEAVY ROOFING SLATE, CEMENT TILE ETC.
T 11UElWA L
TVA
OVER'ANG DETAILS FOR SLOPES
2 5 212 OR GREATER
SPAN SPACING
'IT1:N 2. /12
OR GREATER ( VARIES 24" 0,C,
ORAWN BY !CHECKED 1Y DATE
A.E.A. A.E.A. 5.11 -77
DRWG. No,
2.5-4
2437
R -3
c3 C ,) .
1 X FASC /A
YE2U55i: "3 .MU r Nor ;MAR ON ANY -
Ir1rH LE)12 WALL, OR PAR ft riON
UNt.u133 OF.SIONnO i:Ott (Aldo. X-
ratio AN'.;tiOR3 OvtR rOP r:NOI20.
PtArg FL11311 Wirt' MUMS '.PALL.
oarAit (ALK 3/4" 1• U'•
J
IN OAUt3 COUNTY
3UU:3ri•Urd NO. 1 3OUTlianN PILAW.
OR 1i5OOf INUU3ri21Al. FIF2 Y�tl ttu
2 X4 CONaritUerION itIR la 131
i:IRU.
1
h '
z
C
1 . 5,:l.y._1 [1:14- .
E '1 �� R ; , f i ,:. < ,,� + :�' s ���� i� � r
claims o r b . t . t. , 1 .ut oriz�
ttPIR1 ROO1 f RU5
CAR <)
�, =3 ; 1
li ri'r'i rIo►
-•AL!. !:Il/ ENSfOsNS.-
CVEr;N NGS, TON, r TO.
- -•f0 !3E CHECKED -.
eEE0 ' TRUSSES
tt IS YOUR it EfiPONSIRILIIY
(0 CIOCA 01J;i TRUSS PLAN
ROOF fitU531..AYOU r
/0
�� �1 , 1 \ .a
ttOU�1..
ra. ic? C . , . - 3 •� ;
FOR DRY \'/LL CCNS(RUCTION Wi1I 0U1
'4riitp1:!NG, C0NrRACTOR r0 PROVID!.
4 X 4 COMINUCUS LATERAL BRACING
i \L' :» t) roPoi OT r0N1 C :,U; u :4r p. - tN F.L
;Thr$, BUT i;0f To EXCEEU 10' - G ,►
9
t6JuhO f3s1aar
I'
I
y5
t1 ur 1 0 4 P�► PER; M1 „4" 4-
.i a : , t�YI M 1AL r LAS )4
t-1 k WO?
s f 1w% eXIit
2�2G W I �o Ta
;„#rnnt$1I11; 1111 1111
�a�s�j��YoNn.
IMN,?1: u1 J:JilL S .11 Lea s.'1 wTi a �+ty L `l�.ia
1 35 \
. —
ILj
,
_
6. P4••/ E:
0
0
tri
00'
o I
0
>
'‘e1 •
0 0 n
6! u
! 1-
49j-47:SA • • 5.2o
TTLl
,71 .
.5.1:1 I 3, '33' . 3o.t5 . •
22' ;"="ZY
t • i.„/
C: 3
- re.
t
2.0 . 0 0 1 t t.70
COVE:q4EC
in COW:.
S 2 To P-N(
C. r5. 5.
0
0
— - -
t
S LA 3 0
11.10 0
,
I .50 11 )
0.1
6
ri-, t
, _
pipe
1
LOC.AT 1 ON
L 0 T 5 FLOC<
OA' VAf
rd Mg to Pat Pc 1 01 O
the Public R'ocerc's cf Dac'..1
K 1 14 RYE"(
• L r-;
E L 0
.
• ...,•'Jz,=-2 Ls
Date -7- 4- 3 711— O. N. -----•- c s 1
PREPARED
BY
DONALD W. MCINTOSH ASSOCATLS,INC.
531 N.E. 9 I t STREET
MIAMI SHORES, FLORIDA. 33I33
' 0iP.- N°f
• t
.16t i, A1k :: `f -WAt ll.p►'. r3 1 ' �+4y'�'t�`i�'i 3'r,. 're AJv 1 li IJ \kl "31 qr11
r 'kq '.rut — M :AC oil 16 • fir. to 'ex vPixo'1'! L
•
c,Alv.g•li:rt�rN•4� . / tJ Ct`K (Y (/
- =a
, min 1! 7uv (G4it
SEC
f
OUTN " EL ATLO
.
•
Lb)t .h1
• ••r4 ti.E • • Fr^� - �• +i 2 ' 4 '' r�.oR g»r1
• r {
�. .rn - Vy1nr
•
•:JoIfE Ny..a( ?.:` `Vic) ?-f, .lt � .}I1 :1'r.<.
i' ''.(1f 3. i t . bf..t; � �: x ..t; 6�a ,'/ - 3-,�
' .1 k '1 � ;
-- �
• '. T a; s .. , •
TT
- , ,- -os -:. -
'
a
P P
.1t4
r'ttt�ji - .f .
' (�f; ..' `i If it)
-