900 NE 97 St (5)- ',•••
< ,
f4k 3()6
• •
• "•-••
SLO . LENGTH = 9'O"
53.00 PSF
SPECIES L GRADE
3j15/'17
1 DENSE K0 S0. PINE
1 KD S0. PINE
2 DENSE KD S0. PINE
2 KD S0. PINE
PINE
2 DENSE SO PINE
2 SO. PI1IE
WEBS: 2X4 113 SOUTHERN PINE, EXCEPT AS OTHERWISE SHOWN.
21;4 310, 2 PANELS 2X4 FLAT 1 PANELS 2X4 BT11. 1/1/1 PANELS
NOTE: CENTER DIiG011AL NOT RED. FOR SPAtIS LESS THAN 19'4"
,,1 pNi0 . q ,
f,;:. ..
'? f No. 12285 {Y
STATE OF ' Q.
Ci ". " EORIO *:' iv
". D ENG\
B1M. CHORD SPLICE
SLOPE 1 SPAN L PLATE
2 5/12 1 21'0" 1 3-5/3252
2.5!'12 : 25'0" 1 4- 6/4060
3 0.'12 s 24'0" : 3- 5/3252
3 0/12 1 25'4" 1 4- 6/4060
3 5/12 1 25'8" 1 3-5/3252
4 0/12 : 25'8" 1 3- 5/3252
5.6,7/12 1 26'0" 1 3-5/3252
M A X I M U
2.5 ON 12 3.0 ON 12
SLO. FLAT BT11. "L0. FLAT STM.
T.C. T.C. CHD. T.C. T.C. CHD.
25'D" 25'0" 25'0"
25'0" 25'0" 25'0"
25'0" 24'8" 25'0"
25'0" 24'0" 21'4"
25'0" 24'4" 24'0"
Y 24'4" 23'4"
25'0" 2 3'4" 19'4"
HEEL PLATES
2.5- 5 TO
2.5- 6 TO -
2.5- 7 TO 20'8"
2.5- 8 TO 23'0"
2.5- 9 TO 25'0"
2475 TO 21'0"
2482 TO 22'8"
2490 TO 24'4"
2497 TO 25'0"
Note
Jail "T" Bracing
and Intertruss
Bracing By
Builder.
25'4" 25'4" 25'4"
25'4" 25'4" 25'4"
25'4" 25'0" 25'4"
25'4" 24'4" 24'8"
25'4" 24'3" 25'4"
25'4" 24'8" 25'4"
25'4" 23'8" 22'0"
HEEL PLATES
2.5- 5 TO
2.5- 6 TO 21'0"
2.5- 7 TO 23'8"
2.5- 8 TO 25'4"
2452 TO
2460 TO 20'4"
2467 TO 22'0"
2475 TO 24'0"
2482 TO 25'4"
2.5 12
to 7
T RUSWAL ST STEMS PLATES ARE MADE FROM U L 20 GAUGE GRADE A (ASTM A146 -72) PRIME, HOT DIPPED GALV.
17441. PLATES SHALL 6E APPLIED TO BOTH FACES OF TRUSS AT EACH JOINT WHERE DIMENSIONS ARE NOT
SHOWN, PLACE PLATES SYMMIIRICALLY ABOUT 1016? OR AS INDICATED 41 CIRCLES (0), WHERE NO 06147616G
IS APPLIED DIRECTLY TO T0/ CHORDS, THEY SHAH 1l TRACED AT INTERVALS NOT EXCEEDING )' -0 ". WHERE NO
RIGID 0110160 IS 4.741110 DIRECTLY TO BOTTOM CHORDS, THEY SHALL SE BRACED AT INTERVALS NOT EXCEEDING
10' -0 ". ALL ADDITIONAL TRACING INDICATED MUST 44 INSTALLED AS PART OF THE PERMANENT STRUCTURE
IRUSW•L ST SLIMS INC. TZARS NO RISPONS4H.ITY FOR THE ERECTION OP 141755E5. PERSONS ERECTING TRUSSES
ARE CAUTIONED 10 SEER PROFESSIONAL ADV151 REGARDING TEMPORARY ERECT1ON 1RACIN0 WHICH IS ALWAYS
REQUIRED 10 PREVENT TOPPLING AND "DOMINOIN,D ". CUTTING AND 4614104110N SHALL It ACCOMPLISHED USING
IQUIPM1NT WHICH WILE PRODUCE SNUG F11 TIN0 40INTS AND PLATE S. OVERALL SPANS ARE 1A5ED ON THE USE
OF A 4" NOMINAL WIDTH OF TEARING AT EACH CND. SEARING WIDTHS OF UP TO T" MAY 1E USED WHICH
WILL PERMIT AN INCREASE IN THE MAXIMUM OVERALL SPAN Of 1 ". .
M 0 V E R A L L
3,3 ON 12
SLO. FLAT BTM.
T.G. T.C. (110
25'3" 25'8" 25'8"
25'8" 25'4" 25'8"
25'8" 25'4" 25'8"
25'8" 24'8" 25'8"
25'8" 25'0" 25'8"
25'8" 24'3" 25'8"
25'8" M I Y 24'8"
HEEL PLATES
2.5- 5 TO 20'4"
2,5- 6 TO 23'4"
2.5- 7 TO 25'8"
2445
2452
2460
2467
2475
9'_ O/E
1.5 -3
1630
TO
TO 20'4"
TO 22'4"
TO 24'8"
TO 25'8"
Top Chord Live Lood
Top Chord Deod Load
8tm Chord Live loud
Btm Chord Deod Lood
TOTAL
337" Allowable Unit
Increose for short term Ioodin9.
O/A
30 psf
15 psf
0 psf
10 psf
55 psf
Stress
S P A N S
4.0 ON 12
"LO. FLAT STN.
T.C. T.C. CI11'.
25'8" 25'8" 25'8"
25'3" 25'4" 25'8"
25'8" 25'4" 25'8"
25'8" 24'8" 25'8"
25'3" 25'4" 2 5'8"
25'3" 25'0" 25'8"
25'8" 24'4" 25'8"
HEEL PLATES
2.5- 5 TO 22'0"
2.5- 6 TO 25'3"
4 -5
4052
SPAN
2445
2452
2460
2467
4 -5
4052
ALT DETAIL
2.5 -8
2482
TO 19'8"
TO 22'4"
TO 25'3"
ALT. DETAIL
1
PITCH
2.5/7.0
DRAWN BY
A.E.A.
DRWG. No.
3,6,7 ON 12
'1.0, FIAT STN.
T.C, T.C. CHD.
26'0" 26'0" 26'0"
26'0" 25'0" 26'0"
26'0" 25'4" 26'0"
26'0" 25'0" 26'0"
26'0" 25'4" 26'0"
26'0" 25'1" 26'0"
26'0" 24'8" 26'0"
AEEL PLATES
2.5- 5 40 25'8"
2.5- 6 10 26'0"
2430
2437
2415
2452
2460
TYPE )1IP • TRUSS
69050
10 -
10 20'0"
10 22'8'
TO 25'
TO 26'0"
4 -8 -1 I -2" 4 -5
4082 4052
ALT. DETAIL
2.5 -3 4 -5
2430 4052
(SEE CHART) 2.5 -5
2452
1X4 "7" BRACING REDD (ATTACHED W/
SD NAILS SPACED 8" 0. C.) UHEH 2X4
DIACONAL .l 8 LENGTH EXCEEDS 5' -10"
IF A 2'16 (43 S.P.) Dl1EGC'NAL "IEB 1:
SUBSTITUTED, "T" BRACING BEAD. UHEN
DIAG011AL WEB LENGTH EXCEEDS 7' -4"
(9'- 0 ")
SPACING
24" O.C. '
DATE
1 -3 -77
HEEL PLATE AS SHOWN
ON TRUSS DESIGN
(TYPICAL)
2114 RAKE OVERHANG 2*6 RAKE OVERHANG
2.5.5
2452
6
2x4 TREATED LEDGER -
(BY OTHERS)
UP TO 6 -6" MAX,
1,5.3
1630
OVERHANG W /LEVEL RETURN
(Ix6 TOP.CHORD)
2.5-5
2452
_JP TO 3
1,5 -3
16)0
1.5 -3
1630
VARIE9
CANTILEVER TRUSS WITH
OVERHANG 6. LEVEL RETURN
IIvIr.N 11111 *{: ItAl11 All IAD1 110.1 !1 1 10 DAU01 OIADI A 1 11* A /U•Ill ►IIK1, 001 Omit) Dim,
11111. 11A111 )NOM) 1) *111110 10 10114 /ACII 01 11411 AI 11(4 0101. wnlIl 0 ■IN110N1 All *01
1K)44, /IACI HAM 1) * *1111CA111 AIOUI )0141 01 A) INDICAI D 1t C1IC111 10/. *0111 *0 101A1N.40
11 01)1110 LAIC))) 10 101 (00101, INI! 10011 11 110(10 AI INLAY*)) NO! 10CIIDIN0 1'•1' *'IIl NO
1 co tiNO )l At►IIID 01 10 101)0* CN0101, toll 10) *ll 1 IOACID At 14111v*1) *0I )LOADING
0'.I All *DDI)10N*) 110CIN0 INDICAIID 114111 11 I*1f*IlID Al IA 1 or INI 111 ** *INI (104()4111.
, !AIWA/ 1111141 INC. 11A1{ NO tlt/CN11111111 ICI INI 1IIC110N•0 1141111. /IIIONI 111(1100 1141111
111 (04110.410 10 1111 0)0/11110NA1 ADrlfl 110 *ID,N0 I1N001 *1 111(000 1.1 I*4(INO •NI(14 II *1rA11
8100110 10 ►1111 *I 1011111,0 *N1 C0111■0 AND I1111CARRON 101*11 11 ACC( *►1,1010 411/40
10■104101 W *111 11000C1 10)40 /ItIIN0 101011 AND 01A111. 0111011 1 /*N0 111 1 *110 ON INI 4111
:I A 1 4041.4 11 x Of II /1100 Al IA(11 1144 1141190 w■DIN/ 01 V► 10 1• 441 00 4110 *141(11
. 1 .1) /11411 40) "K 4 101 •III *44 C +11411 '/A4 0) I .
•
Zx 6
OVERIAANO W /LEVEL
RETURN (USING WEDGE)
WEB REQ
EVERY 36"
0.C,
• N OI )H 3
0)0, [,
i . . J 2 269 A f
' p I1:411101":11:4'/'
A)( 0 / q.�
f r fR`O tN ' I P
� h un''
16)
2,5 -4
�I
243
Ut TO
OVERHANG W /LEVEL
;LETURN (1x4 TOP CHORD)
T lL. F WAL-
�
' " FTONEI-
L SL Ez s/ ]
OIAWN If
A.E.A.
CAW°. No,
1 Av
2437 , 1
2,5.4
UP TO UP TO
2 2' -0
2x4 OVERHANG WITH LEVEL
RETURN & RAKE OVERHANG
NOTE) LUMBER TO DE AS SPECIFIED ON IRUSS DESIGN.
TRUSSES SIIALL DE FASTENED TO BEARING WALLS WITH FRAMING
ANCHOR OR EQUIVALENT, IN AREAS SUBJECT TO HURRICANE WINDS,
TRUSSES SHALL DE FASTENED WITH 1(8" X 1" STEEL STRAP ANCHOR
EHUEDDED IN TIE•DEAM AND BENT OVER TUP CHORD (DOT70H CHORDS
IN CANTILEVER TRUSSES) AND SECURED WITH 3.16d NAILS, OTHER
EQUIVALENT METHODS HAY Be USED, LEVEL RETURN OVER I4 LCNC
SHALL BE FASTENED TO 2x4 TREATED LEDGER WITH FRANINC ANCHOR,
LEDCL'R TO Be BOLTED TO WALL 48" 0.C. (24" O.C. FOR OVERHANG
GREATER THAN 48".)
LIGHT ROOFING - ASPHALT SHINGLES, SHEET HAUL ETC,
HEAVY ROOFING • SLATE, CEMENT TILE ETC.
OVERHANG DETAILS TOR SLOPES
2 OR GREATER
tIrCN 2.5/12
OR CREATE)(
1tAN .,•.
VARIES
CNICKIO If
A.E.A.
R -3
SPACING
36 0,C,
OAT(
5.11.1)
3�
CONF. 4/3, 4.0/12, 45+10 PSF 33.3%
SPECIES 1. GRADE MAX. 0/A SPANS
(EFFECTIVE 3/15/77) 2X4 TC 2X4 8C
S O U T H E R N . P I N E
DENSE 9EL. STR XD
SELECT STR. KDt
11 DENSE KD
11 XD
12 DENSE XD!
12 KD
DENSE SEL. STR. DRY
SELECT STR, DRY
11 DENSE DRY
11 DRY
12 DENSE DRY
12 DRY
DENSE SEL.STR.MC -15
9EL. STR. MC -15
11 DENSE MC -15
12 DENSE MC -15
1l MC -15
12 MC -I5
DENSE SEL. STR DRY
SEL. STR. DRY
11 DENSE DRY
12 DENSE DRY
11 DRY
12 DRY
H E M - F 1 R
SEL. STR. MC -15
11 MC -15
12 MC -15
SEL SIR. DRY
11 DRY
12 DRY
11 E 9 M E M B•E R s
32'- 0'
31'- 0'
31 0'
29'- 8'
29'- 4'
27'- On
31'- 4'
30 0'
30 4'
28'- 4'
27'- 8'
25 0'
33'- 0'
31 4'
31'- 8'
29'- 8'
30'- 4'
27 0'
32'- 0'
30'- 8'
31'- 0'
28'- 0'
29'- 0'
25'- 4'
29'- 0'
27'- 0'
23'- 8'
28 4 '
25'- 4'
22'- 4'
2X31 12 NEM -FIR, EQUAL OR BETTER.
2X41 13 HEM -FIR, EQUAL OR BETTER.
TRUEIWAL
RONEL
PITCH
4,0
DRAWN IT
ORWG No.
CHECKED IY
A.R,A.
7 4 00014 0
SPACING
24" 0.C,
DATE
2 -2 -77
33'- 0'
33'- 0'
33'- 0'
33'- 0'
33'- 0'
31'- 0'
33'- 0'
33'- 0'
33'- 0'
33'- 0'
32'- 8'
29'- 4'
D O U G L A S F I R- L A R C H•
33
33'-
33
33
33'-
31'-
33'-
33'-
33'-
33'-
33
30'-
0'
0'
0'
0'
0'
4'
0'
0'
0'
0'
0'
0'
33'- 0'
30'.- 8'
26'- 8'
32'- 8'
29'- 0'
25'- 4'
EQUAL AREAS
PLATE
2.5 -5
2.5.6
2.5 -7
2.5 -8
2.5 -9
2452
2460
2467
2475
2482
2490
12
4
ITEM -FIR
19' 0”
23' 0"
26' 8"
30' 4"
33' 0"
19' 4"
22' 0"
24' 8"
27' 4"
30! 0"
33' 0,
IIU1 tA4
11111 PlAt11 All MAD! 110m 11 ► 10 OAVO1 OIAD1 A IA1TM A4 11.71) P11MI, HOT DI►lID OALY.
11111. PtAT11 1MAlt 11 AMID 10 10114 PACTS 0/ 11%11 AT 14C1 101141. WNW DIMINSIONS All NOf
1'.O*N, PtAC1 PtA111 SYMMI1liCAttY 1101 11 101141 01 AS 1NDICA1ID 11 CAWS to). v01111 NO S■1AiNi10
1 1 APPLIID DIIIC1l1 10 101 CNOIDS, 11111 1NAll 11 1IAC(D Al IMIIIYAII NOT 11C110.140 1'.0'.. w1111 NO
11010 CI1MIN0 If APPIIID 011103, 10 1011014 CH01 D1, no11 SNAIL 11 IIACID AT I14T1 IYAIf NOT 11(1101140
10'.0'. All ADDITIONAL IIACIN3 INOICATI0 1 11 'N11All10 AS IA11 Of 1141 111MAN III I STRUCTUIl.
IIU1*A1 1,111141 IHC, UM NO 111PON1111L11Y P011141 111(11014 01 IIVI311. II�l0N1 111C11N0 1101111
All CAUT10141D 10 1113 110111110NA1 A04111 Il0AIDIN0 11)001144/ 111(1101 IP DINO WHICH 11 A1WA11
110V11ID 10 PI141n? Tof/LI140 AND"00141N01140 - . CUTIINO AND PAIIICAT■ON SMA11 11 ACCOMPLIINID VINO
IOUlPM1$1 w14101 Wllt P1ODUCl 8N110 P1111110 JOINTS AND 01A111. 0111A11 SPANS All 1A110 ON 1111 1111
Of A 1' 140M114A1 *1DT01 01 11111140 Al !ACM INa 1/A11N0 *101141 Of U0 f0 1' M1I 11 11110 '*141014
x111
11111 11 AH INC 1 1N1 MA[IMUM 011111A11 SPAN OP 1'.
PINE, PM-1,
21' 0"
25' 0"
29' 0"
33!0 " -
33' 0"
22' 4"
25' 4" •
281 4"
31' 8"
33'0 "
33' 0'
TC SPLICE 1
1.5 -3'
1630
Top Chord Live lood
Top Chord Nod food
81m. Chord Live Load
atm. Chord Deod Load
r 0 TAL
0/A SPAN
30 p11
15 p11
0 psf
10 psi
55 P11
33,3% Allowable Unit Stress
Inmost for Short Term Loodinp
T C SPLICE 2
N O T E
ONLY ON1 TOP CHORD
10001 AItOWID IN !ACM
CHORD
2.5 -4 TO 30' 0"
2.5 -5 TO 33' 0"
2445 TO 31' 0"
2452 TO 33' 0" '
Ace MUNI
BTM. CHD. SP, 1
5 -6
4860
EQUAL 1 SPACES L 12'
T
BIM. CND. 5R 2
3 -5
3252
TYPE
1YM14. ART. C1N111L1N1
13(10! Al 1HOWN,
4 -4 To 28'8"
4 -5 TO 33'0"
4037 TO 28'
4045 TO 33' 0"
N O T E
DO NO1 COMIMI 11x. (110 111101
1 1 1 114 SAM1 (11111.1, N1C111A
two 111 1 1111011 14A1 14 011 1)
4/3
2 0.C.
TYPICAL HIP CORNER FRAMING PLAN
�O p 1 G iF /c (' l e.. :
l} No. 12285 S {Y
• STATE Of y.
.DA Io . . �<V�o
3 -8
3275
2.5 UP 17
TO 7
3 -5
3252
9' -10 13/16"
IIIP JACK
17
T/C SLOPE
3 - 8
LUMBER SPECIFICATIONS
(SPIB 1977)
HIP JACK
TOP CHORD 2x4 No.1 K.D. SO.
B0TIOM CHORD 2x4 No.1 K.D. SO.
WEB 2x4 No.3 K.D. SO.
ALL JACKS 2x4 No.2 K.D. SO.
3275
1 IUSWAL 515 EMS PLAITS ARE MALI FROM 11 & 20 GAUGE GRAD( A {ASTM A141 -72) PRIM!, HOT DIPPED GAIP.
51111. PLATES SMALL 11 APPLIED TO IOTH PACTS OP 11U5S AT (ACM 101NT. W Hll! DIMINSIO NS Alt NOT
SHOWN, PLACE Pl A11S SYMMII tlCAtLY AIOUT )01HT 01 AS INDICAT ID BY CIRCLES I0). WHl R1 NO SHEATHING
IS APINTO DIRECTLY 10 TOP CHORDS, THEY SMALL 11 IIACID AT INTERVALS NOT IKC(IOINO 3'.0'. WHIR! NO
11010 CIIMINO t5 APPLIED DIRECTLY TO 10110M CHORDS, THEY SMALL 11 IIACID AT INIIRVAIS NOT 11LC((DINO
ALL ADDITIONAL IRACINO iNDICATID MUST 11 INSTALLED AS PART OP THE PERMANENT SIIVCTUII.
IIUSWAI SYSTEMS INC. SCARS NO RESPONSIBILITY POI THE 11ICTION OP 11USS(S. PERSONS ERECTING TRUSSES
All CAUTIONID 10 0111 P10I(SSIONAI ADY1S1 1(0A1DIN0 IEM /GRAPY 111CTION 11AC,NG WHICH IS •LWAYS
11W1(10 TO 111V1NT TOPPLINO AND "DCMINOINO ". (0771N0 AND PAIRICATION SHALL 11 ACCOMPLISHED USWO
EQUIPMENT WHICH Will PIODUCI SNUG 11111N0 JOINTS AND PLATES. o71RAll SPANS AI( SAS(D ON TH1 US1
OP A /" NOMINAL W10TH 01 11.411N0 A7 EACH END. STARING WIDTHS 01 UP TO 1" MAY 11 1)5(0 'WHICH
WILL PIIMII AN INC11AS1 174 1H1 MUUMUU OYIIALL S /AN OP 1 ".
fl NOTE 3
Top Chord Live loud
Top Chord Deod Lood
Btm. Chord Live Lood
atm. Chord Dead Lood
T 0 TAL
30 psf
15 psf
0 psf
10 psf
55 of
33.37. Allowable Unit Stress
Increose for Short Term Looding
PINE
PINE
PINE
PINE
1
NOTE 1:
NOTE 2:
NOTE 3:
TRU13WAL
RONEL
f■--.---,
71 0 "
END JACK
31_ 0"
S' -0"
11
CORNER JACKS
FASTEN W/2 - 16d TOENAILS
FASTEN W/3 - 16d TOENAILS
FASTEN W/4 - 16d TOENAILS
OR WITH APPROVED 45 TRUSS
BANGUI
TYPE 7' JACKS
PITCH 2.5 SPAN 7'
TO 7/12 SET BACK
ORAWN BY CHECKED BY
A.E.A. A.E.A.
OR 'WG No.
T IlJ - 41 D
NOTE 2
NOTE 1
NOTE 1
NOTE 1
SPACING
24" 0.C.
DATE
5 -27 -77
•
SETBACK ■ 7'0'
238.33 P(F
PECIES 1. GRADE
SP18 1977)
1
DENSE P 0
114E
2 DENISE KD SO.
2 KD S0. PINE
1 CENSETSO
2 S0. PINE
,m mu, ,,,,, /.
7 •
E ' No. 12265; S?
I *
C 7 ., STATE OF
(Y��•., . / eRto
1
PI11E+
PINE:
PINE
1
' 1
510. 2 FLAT 1 811'1. S!.0. 3
T.C. T.C. CND. T.C.
20'3" 20'8" 20'3" 21'0' 21'0" 21'0"
20'8" 9'8" 20'8" 21'0" 20'4" 21'0"
20'8" 9'8" 18'8" 21'0" 20'0" 21'0'
20'8" 9'0" 16'8" 21'0' 19'4" 18'8"
20'3" 3'4" 20'8" 21'0" 19'8" 21'0"
20'8" 9'0" 17'8" 21'0" 19'3" 19'8"
20'0" 8'4" 16'0" 21'0' 18'8" 17'8'
REEL PLATES HEEL PLATES
3- 14 TO 18'0' 3- 12 TO 18'0"
3- 15 TO 18'8" 3- 13 TO 19'0"
3- 16 10 19'4' 3- 14 TO 20'0"
(2)3- 9 10 20'8" 3- 15 TO 20'8'
3- 16 TO 21'0"
(2)3282 TO 19'4" 32135 TO 19'0'
(2)3290 TO 20'4" 32142 TO 19'8"
(2)3297 TO 20'8" 32150 TO 20'0'
32157 TO 20'8'
(2)3282 TO 21'0'
WEBS1 2X4 13 SOUTHERN PINE. EXCEPT AS OTHERWISE SHOWN.
2):6 SLO 1 PANELS 2X6 FLAT 1 PANELS 2X6 8TM. I /1/1 PANELS
1101E: DESIGNED TO BE USED IN CONJUCTION WITH HIP JACK DRAWING N0. T -HJ -470
CUT TO
MATCH 2x4
TOP CHORD 1 USS
7 1 0 11
M A X 1 11 U
0 ON 12
FLAT ET11.
T.C. CHD.
IIVSWAL SISTIMS' PLAITS APE MAD, 110M 17 7 20 GAUGE GRAD! A 4AS1M A446 -72) PRIM1, HOT 0,P110 GARY.
MIL I. PLATES SHALL 11 APPLIED TO 10TH IAC11 OP TRUSS AT RACH 101NT. 'A'MEI1 DIMENSIONS Al! NOV
SHOWN, PIACI PLATES STMMI TRICAIEY AIOUT 101741 OR AS INDICAT ID IT CIICIIS 10), WHIR! NO SHEATHING
11 APriaa° OIIICTIY TO TOP CHORDS, TMIY SHALL IF IIACID AT IN1EIYALS NOT IRCEIDINO 1' -0 ". WM111 NO
11010 CEILING IS APPLIED DIIICTLY 10 101 TOM CHORDS, IMEI SHALL 11 SIAM AT INTERVALS NOT 110EEDING
70' -0 ", All ADDITIONAL IRACINO INDICATED MUST It INS /AILED AS FAIL Of 011 PIRMAN1741 11RUC17/01.
1R7SW•I STS11M1 INC. 1EA1S NO IISPONSIIi7IIY POI 1111 ELECTION OP 117/5173. PIISONS IR1CTING 117/33!1
All CAVTIONID 10 STIR 110PISSIONAE AOVISI REGARDING 11MPO7•RT 111C110N /!ACING WHICH 11 Al*A11
I10U11lD TO 11EYENT TOPPLING AND "DOMINOINO ". CV1TIN0 AND IAIRICATION SHALE 11 ACCOMPLISHED LINO
/GUI /MINT WHICH WILL PIODUCI SNUG 111TIN0 JOINTS AND 0IA17S. OYIIAIL SPANS All LASED ON IM! USE
OF • 4' NOMINAL WID114 Of LEAKING AT EACH ENO 11ARING W +DIMS OP UP 10 7" MAO 11 VSl0 WHICH
'W 111 01IIAIT AN INCIIAS! IN I147 MARIMUM OYIRAII SPAN OF 7'.
2x6
11 3 5 0N
SLO. FLAT
T.C. T.C.
21'b" 21'0' 21'0'
21'0' 20'4' 21'0'
1 • 20'4' I
21'0" '" 28
0'"
21'0" 20'0• 21'0"
21'0" 19'0• l9'8'
HEEL PLATES
3- 0 TO I •
3- 1 TO 18'8"
3- 2 TO 13'8"
3- 3 TO 20'8"
3- 4 TO 21'0'
321 2 TO 18'4"
32120 TO 19'4"
32127 TO 20'0'
32133 TO 20'8'
32142 TO 21'0'
U
2 -3
1637
0/A SPAN
Top Chord live Lood
Top Chord Deod Lood
B1m. Chord Live Lood
Brim Chord Deod Lood
TOTAL
L L
8T11.
CND.
7 -8
7282
30 psf
15 psf
0 psf
10 psf
55 psf
33.37. Allowable Unit Stress
Increose for Short Term Loading
5 P A4t4S
4.0 ON 12
SLO, FLAT BT1.
T.C. T.C. CHD.
' • •
21'4' 20'8" 21'4•
21'4' 20'8• 21'4•
21'4" 20'0' 21'4•
21'4• 20'4" 21'4'
21'4'
21'4" 19'4' 21'4'
NIEEL PLATES
3- 8 TO 16'8'
3- 9 TO 18'0'
3- 10 TO 19'0'
3- 11 TO 20'4'
3- 12 TO 21'4•
32105 TO 19'0'
32112 TO 20'0"
32120 TO 20'2"
32127 TO 21'4"
2x4 SCAB FASTENED WITH 8d NAILS @
P 8" 0.C. REQUIRED WHEN DIAGONAL WEB gg
IS OVER 5'- 10" LONG. 1275
2x6
Ar jr
B LOCK • A //' �►'' ,
1
TRUEWAL
RONEL
TYPE
PITCH
2,5107,0
DRAWN BY
A.E.A,
DRWG. No
3.6, 7 011 12
SLO. FLAT BTM.
T.C. T.C. CND.
3232 TO 18'3"
3290 TO 19'8'
3237 TO 20'8'
32105 TO 21'8'
HIP GIRDER
SPAN
21' 8"
CHECKED 1Y
A,E,A.
T 11G -710 D
21'3• 21'8" 21'8"
21'3' 21'0" 21'8'
21'3" 21'0' 21'8"
21'8" 20'0' 21'8"
21'8' 20'8" 21'8'
21'8' 20'4' 21'8'
21'8" 19'8" 21'8"
HEEL PLATES
3- 7 TO 17'4•
3- 8 TO 18'8•
3- 9 TO 20'0'
3- 10 TO 21'8'
3 -6
3260
SPACLNG
7' SETBACK
GATE
- 3Q -77
Q OT CUB TRUSSE QR U $s A AO*: _X4)4i
THE TR�$ENON • Fr,Qo0 13# ,
� RE>k Tf Bt . I
USED A$ s.HIFPCQ
Al r tu l1Q� N,�S Muss`
6 APPkQV .
NQtti,
ALL • r BRAt:LNQ AND IiuTRUSs
BY. B IJitDtit
..,TRUSSES NO JacKt r-oa' Q.C; ExGEP as NQT .
NQt ;
NO CI,AIhl9 Q . eACKOARC4,,i writ BL
1+;5110R €0 lf, N0t MADE W11H,tt..1G DAYS
TtOt1OWIN9 ()OP*.
NOTE, .WHEN TREIS,S$. ARt t `TWO PIECE'
oN SfRUC1►¢ ?`x4 vT a ti� St
Ft. O f AtCl TH!''
c onsIRU Tt4rt u E T `S(±t(r ; .
NQTEV T}lUSSt3 MUST. JOT B EAR ON Alt INTF111911
WAIL OR PARTlTIQI UNITS$ DESJGNL &. FOR SAYE
E • . res�,'ity f th �}s;t f r yQrr
5 4. pot. t th 00 re co,* el protes{Fin advk regard
p I g stonvioo 4wip o a ec aOI p rt
gs s 41 0 e @cte4 fas t( �rK r t
cSidsi t . ,ShaII tits at S': p.
t, f
'-$ b* brad at li:te,d . qi? h Mi.i
QSI;1 exc,5Aly Qa auk • ..
air a i(QkR ra RtcAI o -
Loft !
AdJrass . .,
atilt
. . 'Yard Spaces - - � Foundation
n
. " ,� � Fou a ion
,Tie Beam � _ Sheathing Roofing 4
Li RING
: i s 1 r '34'1
Tennpora hToilet . ugh� r ? - r C - 1 Top Out and Tu
optic Tan
'SPLAYED ON FRONIT OF J00. a f
Owner �1 c i.j
Contractor �— , E
k Lot 0 jt. Block
Subdivision ft_ s
Q
Address
N 0 T I 0 E : Alf Sub - Contract rs ust Obtain
LICENSES and PERMITS Before 1 oik is Started.
"y/ No Work on Sunday
N oWork Before 7130
o
/`� 'Rough er- ��� Fixfu es � � Final Serv.
Ducts echaoi
Pool Fier k Slab
` Walls
Prole L This Card, and Return To Buildin Depa�nent For Certificate of O cupancy
.a S' -
NOTICE TO BUILDER:
, - •
• •
MN i 1 1111111 iliMPOION
Enid o f 41111611111;
N
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11 $ tagrz;4114 :id 'N•
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1
PREPARED BY:
CHARLES D. WEBB, INC.
4557 PONCE DE. LEON BLVD.
CORAL GABLES, FLORIDA 33146
TEL. 661-7960
,AR. 0. 'kiE8
1EG.L4O - S1JRVTa 42.10.
S1'AT l r LOW p.A
.51<&reat/ 46
_5b. /"'O•
Oct. 1
)v**<>
AUG. 14, 1980
F.B. 4W-13-2 .
JOB #80-094
DESCRIPTION:
LOTS 1 AND 2, BLOCK 74, "MIAMI SHORES SECTION NO. 3", ACCORDING
TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 3/ OF THg.
PUBLIC RECORDS OF DADE COUNTY, FLORIDA.
ALL OF THE FOREGOING SUBJECT TO ANY DEDICATIONS LIMITATIONS,
RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD.
ORDERED BY:
BADEN REALITY BUYER:
9E PINERES
I HEREBY CERTIFY: THAT THE ATTACHED "SKETCp OF SURVEY",
OF THE AB0Ve
DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND PLATTED UNDER 4V
DIRECTION; ALSO THAT THERE ARE NO VISIBLE ENCROACHMENTS UNie$$.'
SHOWN THEREON. EXAMINATION OF THE ABSTRAC1 OF TITI„eswILL RAvq
TO BE MADE TO DETERMINE RECORDED INSTRUMEN S, IF ANY,,AFF,ECTING
THE PROPERTY, LOCATION AND IDENTIFICATION OF UTILITIES ON AND/OA
ADJACENT TO THE PROPERTY WERE NOT SECURED. -
•
U LE Lap' WITH 14 EMBOSSED SQRVEYOR'S SEAL
N mast I.nvicil a PAPER NO 18$A- 24X360 "t
•
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D E S C R I P T I O N : - •
LOTS 1 AND 2, BLOCK 74, I olAmt moms SECTION NO. 3", ACCOD,ING
TO THE PLAT THEREOF AS RECORQED1W BOOK 10 AT PAqe,)i rH
PUBLIC RECORDS OF DADE COUNTY; 01 ,..01 1 10A.N.,
. , .
PREPARED BY: •
'CHARLES D. WEBB, INC:
4557 PONCE PE 'LEON OLVD.
,
CORALGABLES, FLORIDA'.33146
TEL,
2OCAT/Olt4' 5)n/-/
/ "3.3,0 •
i.y
41"f'
55
o,40 i
'
coA1/4,
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SPECIt:ICAT1ONev
ITttA
QE4.Q19TIO1J
•
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IatLTEQ SYSTEM
NM
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3
YILTER. HOUSING
TILE
� 4
5
GOPING T-.._
1-441 IL
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4CCE5e. EEMOVt.t.S
, t; !7 P_ "v1UC1: SOCK.
4 • F4' O QEL.tC,:-:_P
lifir
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-
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to
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e • " tc%TY
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y'rP e NCDSE tr+e►N 9¢414
StU Q Ot FiaEE:at4s� 1 ►.►NE' r..ONG• . c
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QrA 46b
[J td T A. :
ENG. JOtQQ'UIN VQZQUe4
r.
• 8' e,TEPs
'Sa. ..r-
, 1 4INLET
POOL PLAN
4LL T14IGKNE5 : POUQ£O LONG. --Qi
ouNtrao 4"
'FLOOR T041cKNd S Paut2EO GgNG. .
GUN ITED �~
WATER
11 A I
C
1 r
1
rV PUMP
Nvrl:
HYL7 RELIEF V &LVE
TY Plc oL GI;O5 S�.Tt o ..
NOT
M1Nt
2 . ' I ' T9 P O O L .
1
gUGTIO UNE
3' 'a-
oc u t o ;iN o
< 51(0.11.411q. .4ti51(0.11.411q. 1.104E - �'
' INLET d� I 2 t. D1 4 DEAI• L ' 5 ( •
i
I I
I I
• f 1 1
H 4 L St a., ---
11 P PUMP
FILVt;4
TYPI Gal. POOL 5..cT IO N
i
PEECAZT' GONG., 4Z
QuciTPt2QO FIe
MAIN PZAIPJ
SLOPS 3 '
4 " CONC. c,L.48
st e l t4 ". w/ 1•":X C4"
- to /to MESH
E:
MUM W%QrH OF Dgc4
7.6
SKJ•MEft
R ETURN
1 1/4 wAi TQ 1.m8 N� sy.4 P.
ttU4ri -P•4.T YDLV1's (OPTIOu4L)
SEE ScHEPI. rot lirtNe ll,st2 YSLVING
• 1
w41fiEs. LINE t
Z Se QE GK. DET.
�:. x - - •.ice_ -.0 � :a �as_�.: = + •-
gx$•coNc
w/ ► .
•
DECK FOOTING LbQ5 DETh1
• di
A .
2 ' 3 ' : ?
L ?ir tt
•
4 418 RCLIEF •
SIGHT GL■S5 -
1.
, e (r ' _ / FILTER
ill To WeST E.-- t _
SAND CaR&.VE.L FILTER , PIPING DETAIL.
'
- COeRSE SSNO
VALVE �± :� < <±� 1 / a TO t /4 S DNO
rr '
��TD1NLt`s`' 1 '
srt:El.
wpm L•NT
STi3DINER"'
_
TYP%C&L,WMLL SECTION
•.,
• pr� ? L DATA
Poo;. CAPOGIry
Fti.rEtL Atiz�4
FILT ter IO►i Rb.1E
t;c<we 14 rZe rt;..
TugNover. tz.lsre
PUMP SIZE~
t
iPRfS:ufE
(G6GE
.
"TTA
L
-PING S&N0
-1/4 TO 1/2 - Gre:6VEL '
+/2 TO 1" G2bVEL
I/ TO i" G ittsv eL
pool_ ELEC PAO:FL
4 #1 ;'T W It4 11.1e_
-i 1oP4+J
PUMP
•x's -10/to WW
• 4
?. P6PHY. OE STEEL T K
roe Gul4►rE t�t,G>Ct►4c;
A
r
•
8x8 N � I '5 130i
c.-0Y (3" ov 2 .)
J h` li
( 1 /,Z\11h^S'tl� Z�111t�AFtN3 � TV DSWfTGd+
/y •
1,,p r
<+,,
# % '1 t1 t3..
MAINS A1N
SPIN•O-MQTIC FILTER c' DET411.
ALrtEeN &-rE SECTION. ' .1•--;w .
-
- j'O P f F Q l._ g.1_E y. tt -4 7, J
roll. P�Ot,� OVE Z 7�•O D£_QTR p4 it. I 62: C�E1;?, et:9 3 cAvE eyose% -P ,. 'J 4.
Q it-c.c.,- QS % _Irt.co0_GE4.LT_6.2L�4 ' + • P`'--C__ 3`t
!?cD04 I, t7
G2WtS uFOFT v/
POOL E;TTOM SLOB TN4ICK►JE' •ON.)
F'O RMUL D' CM L�RT POR
Pool_ E�OTT. Saba WITH -s -
HYpQQ5Tt TIC UPLIFT
r
eiT6%I4t. S �reE•L
HtaN0401%.
<
GE NERdL t o - z ? ,,
i . FCe PLp►: DECK. Pi MEN51pN5, P‘0T"
:LaECIJL£S, POOL LOC TIOIJ , 440 SPEr,i41. OETD1t.
S_C: sHeeT No. 2.
4`_t. SWIMMING P/OLS eat.' H t O. ZE6 ,R.Or..10... °SL' a
01 r+.z.a_o 5,4NO DLLLt.G olio F o� ;ySHOLL.
EL GUNITEO fir 9OU0o <ONG. C4•G2tTi`` yHDttr`
to , E D c otditaE9stYE ST?.ENeiT14_ d>r low-Pli 1
E 28 CIY- °
2.
3. ot_ szE%N FORCING t 1 SHALL, e)S 1 t01t 1107141 -.
3960E e2TEEI 'E.'*oNPOE,MINQ6 . ro A.•T,tv�• A *. Yt2? 4F c*
S 'Eat ��►+bt.t. e,
eitNr, Lb PEG DNQ
Ili l>.ccost.DQ4Jce. 'Wti4 tiFl04,1)4 .Q5►
ANY °Spcct�f2IG4T `� #
Pu M P
ALL POOL PI,Pi•iG °.pNiSt.t. 0£° 14V.G, S cNiI t
&NO IbEAE THe N. f=. O> $?P.g,QVfx4. '',, <
/ ..xJ
bs_ KWtaS►J - SHD1.t. els T•ito4 u►J DE2 P ;4uMFt>
or: t ^.4 S rr.,MIN4. t,t eA wt.4wEo O24i14 _ as c,s ;,-
1.4t14 IR.,�IGQrt:ON,. WAY a s''C. R. IN &CCO40401C4;
Vl tT t.7C 0S?.OP+tiGIlit.e. - : . :
s -y•_ .
0■SPOS41- OF PcoL WA j 2- SI4t0.6 ma Conk %OEM To' occ•
5004. Qf r>i ` •F•E..4r S tJeFA•C G24DING g4DL(.
ccN Fi N E. POIJ01 NG 9 • P001. w&rect. ro w i rH l,ti LOY ,
LINES .sNo iJc14 Po,No►NG St •let_t. or acfe f.r'ro
Mo2E TI4M -I- HQ‘re AFree- S7ISCHQt:GS . 1. ` -,
7. .69e. et r MteektC ??114 SMOLL Htvie Art - e &ZEb ,IrQUR.; <
ti UEZ Tsai: ta OP r>•IE SUGTlONJ LINt -,.., , _ . .•�+
8. WLrER UPP ' AND oi$POSat ��t+LLt. aZ INS r
Ir4.Et3
1!: L 5c rli T THEZE Is NO Ca0•J7 cONNE4rto
`N ITM
(190N/1E0-lc. W4TEi.. SUPPLY OE - Wt.reE CIS'
S Y' i E. M 1 ,
11D1„7.. ' LINJ,T ST¢•1NER SNDLI. Havg RI:L!G•14B1.E `'
411 ; G PeiS rasa 3 TIME.5 AZEo'OC nit 544.rt414 )NC.
10. c12.TeloGE 1ILrE . SyALL NbVE i FIL' ?NTION ¥ f i
Nr� ro JE,xceco 5 G; P , rA. QE2 QIs.x1I41*82 .
02[ t,IG "et_C<W45H Rewitzsc,
11. Ltt P 4 Er4LLI(..CONDUIr, Pt'iNG sYSTEM,25itiROStg14
STc�L, EXISTING FIK'rUt7_ES. A4C 1= t>tT1J►',$ N 0$1t•1d,
L45- i•.Rerz.Tri O>':'L6POF%4'i DIVING 80d4D ?dr�0•[_':
TAE:` suPPQ2rS `iNQt.1�E tQNOEO T0¢E,Vitt'R
O v Gt?out,is,e0 GOM MON' G2_0Vpt •` ttii ""
e` NQUNG coivpvcro>z 5i.44%.■: Nor 3E, ' Ml�t:Lese.
�e►4 #.8 c.69213e ._
12. * No pvEe,nEAD �ct.tt2►+JG `�^�►�tilN .,,o t;'Y oc
U. � 01 L . S7t�T t M �� T' A RT 1
r1 . crievie . Cca ►141Tt!) *.. 1 .Act v0.406
f
op
••
NiI % ) itlPICX10
jj too p<
rte'
FIEIQ $RAC1N6 is not the responsibility of the designer, plat. manuf*cturet nor t ikss
fabricator. P srect1ftr++g� trusses are cautioned t0 seek professional advice In regar� to
the` erection acing,. which is always fequIr�ed td event toppling and 'dominot
during erection, an4 rmsnent bracing, which may be required in specific ipplkati0n.
Trusses shalt be erected in' a plumb and straight position.
+!sw�..,- •�T.t - r-Tfy - :w -� ±- ten"'+^
1
'O.9X
700-/
►:� -z - _- -':`
'-4
n .IV
foN C A/Pe/ /gyp, J ,4Jrr
7 z rrN die //4 p4.6 ' uI//7"
.44/70
kx . 1
41.
1 .c<<
50'
12
11
10
9
8
74
7
50'
6
145.82'
= 5 I
slt
19
50'
20
21
22
23
24
25
26
50'
4
85.32'
Date
03/20/06
R E V I S I O N S
5.76'
15.1 '
1- STORY - C.B.S.
Res. No.21314
27.55'
C.B. Wal (B high)
Terrace
17.83'
6.91'
ov erhang
:= rr
r 3.73
:
3.6' rf
.7 "V-� SYr
"r =so
• r- , t = 13
• ∎ = =
Parkway
gr S9O °00'00 "W 114.04' (PLAT & MEAS.) 113.93' (CALL.) 5' Swk.'
2.73' X311
15.81'
21.36'
14.4' Parkway
C.B. Wal
(B' high)
• • 5' Sidewalk
T= 51.48'
.16.86' •
M
22.6' Parkway
25'
Found 5/8'
Iron Pipe
No Cop
L . :- • .. • 5' Sidewal
P.O.B.
O.R.B.
P.O.C.
P.O.T
P.R.M.
Asph.
c)1
Ave.
SL
Ter.
ct.
Env.
Arc
R
T
D
MH
P.B.
PG.
F.F.
/
/
/
– Page
– Finish Floor
Point of Beginning
Official Record Book
Point of Commence
Point of Termination
Permanent Reference Monument
Asphalt
Centerline
Avenue
Street
Terrace
Court
Encroachment
Arc Length
Radius
Tangent
Delta (Central angle)
Manhole
– Plat Boo
/
/
/
"%it.
25'
14 r`a r 0 0
( " O /O C�� coq
•r
• ‘!�Joti41/
O
Rigth- of-Way
Measured
Described
Section
North
South
East
West
Elevation
Invert
Station
Bends Mark
Sidewalk
Not available
Concrete -Block & Stucco
Concrete
License Business
Global Positioning System
L.B. – License Business
1111111
II III IIIIII►IIII�''
/
/
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/
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/
/
/
/
/
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/
/
/
/
/
/
/
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/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
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The above ' Boundary Survey' represents the herein described property
and it was completed under my supervision and /or direction, to the
best of my knowledge and belief and it also meets the Minimum
Technical Standards, set forth by the Florida Board of Land Surveyors
and Mappers, pursuant to Section 61G17- 6.003, Florida Statutes and
implementing Rules, Florida Administrative Code,.
— - 96th- - - 5 -
Property Address: 900 N.E. 97th Street, Miami Shores, Florida 33138.
Containing: 17,712 Square Feet or 0.40 Acres, more or less.
FOR THE BENEFIT OF:
I I
LOCATION MAP
Scale: 1" = 120'
N.E --- 97th -- - --8
Main
Professional
Sta
15' ALLEY
II
Prat's,Jr
eyor & yt apper No. 3332
of Flo da
LEGAL DESCRIPTION
Lots 1 and 2, Block 74, MIAMI SHORES SECTION No. 3, according to the plat thereof, as recorded in
PLat Book 10, at Page 37, of the Public Records, of Mlami -Dade County, Florida.
SURVEYOR'S NOTES
RONALD E. FRAZIER & ASSOCIATES, P.A.
Scale:
1' = 20'
Date:
March 20, 2006
(FatJpLI.L see Re.4do.)
Field Date:
March 17, 2006
( Fa Up•LLYy .e. Rc.iyn. )
1) The above captioned Property was surveyed and described based on the above Legal Description
furnished by Client.
2) This Certification is only for the Lands as described. It is not a certification of Title, Zoning,
Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED.
3) There may be additional Restrictions not shown on this survey that may be found in the Public
Records of this County. Examination of ABSTRACT OF TITLE will have to be made to determine
recorded instruments, if any affecting this property.
4) Ownership subJect to OPINION OF TITLE.
5) Type of Survey: BOUNDARY SURVEY.
6) Reasonable efforts were made to the existence and location of the above ground Utilities. This firm
does not accept responsibility for any Underground information. Before excavation or construction contact the
appropriate Utility companies for verification.
7) The subJect property is located within a Flood Hazard Area as defined by the Federal Insurance
Administration, Community Panel No. 120652 -0093 Suffix 'J' Flood Zone 'X'. Base Elevation: N /A.
Map Date: March 2, 1994, (Revised).
8) This PLAN OF SURVEY, has been prepared for the exclusive use of the entities named hereon. The Certificate
does not extend to any unnamed party.
9) Bearings shown hereon are based on: Centerline of Biscayne Boulevard being N.38 °11'45' E.
10) Zoning, Zoned Street lines, Set - backs, Undergrounds, Easements (not in Plat) and Right -of -Ways, etc.. to be
verified and /or obtained by owner, Architect or Builder before design or construction.
11) Precision of closure 1:7,500 Suburban Class Survey.
E -MAIL: mprats@bellsouth.net
CAD. Fife:
T: \Survey \6698
I , II ilillll
dIIl lhIll 71111111 11
'
Description
Revised to show Up - Date Survey
J.N.
20787
A B B R E V I A T I O N S
RAN
Meas. –
Desc. –
Sec. –
N. –
S. –
E. –
W. –
Elev. _
Inv. –
Sta. –
B.M. –
Swk –
N/A –
C.B.S. –
Conc. –
L.B. –
G. P.S . –
Plan of Survey
NOTE:
THIS 1S NOT A VALID CERTIFICATION OR REPRODUCTION OF THIS
DRAWING WITHOUT THE SURVEYOR'S ORIGINAL SIGNATURE AND
RAISED EMBOSSED SEAL PRESENT
MARIO PRATS JR. & ASSOCIATES, INC.
U E.YO FiS— E\//AP P E F2S— P LAN N E FZS
300 S.W. 107TH AVENUE SUITE -214 MIAMI, FLORIDA 33174
PHONE: (305) 551 -6000 FAX: (305) 221 -1239
Certificate of Authorization No.: 4249
Drawn By:
M.F.
Checked By:
M.P. Jr.
JOB NUMBER
6698
1 OF 1 SHEETS
H 44C 9 lit than he toto..crattoi1 aiwrn
StOlit 'P 4d0' udder rnX 444,ctjort at (114
o. beat of rnj kno410 0 and be1,t4t4
Coto
£ GC
74/-
W
Aceotdn to thfi6 Ft
Book l Faei
prd 4,t lade C'untyy
14:1
I HEREBY C1RTItY that the information shuun hereon represents
a Survey made under my direction and is true and correct
to the test of ray knowledge and 'belief.
J. O. FORD CO. 7' ‘d.
C. W. Ladd #1230
Registered Land Surveyor
State of Florida
SURVEY OF:
Lots 1 & 2,
Block 71�,
11IA;4I SHORES SECTION NO. 3,
According to the Plat thereof as recorded
in Plat Book 10 at Page 37 of the Public
Records of Cade County, Florida.
1
N/
col
N 671
SCALE: 1 120
LOCATION SKETCH
J. 3.:VORi) CO .
C. W. L.ADI), Pico,
:4 39 N. W. WI ircet
�L €u�ro3, 141af. 3311$
S #1- 8410, 6
FOR: STEPHAN H. CH1T4Q00
(D. ?[o$ 3860l,
SKETCH OF SURVEY SCALE: 1"