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St. Lucie.Co,:s yy, FL
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N`-89'45'07"-•w _ SPRING LAKE TERRACE_; 6"32 -8r LEGAL DESCRLPTI®N
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' T82.28" = 52.00 398.00' Being all of Lot 350, according to the plar-of
(SO RIGHT OF -WAY)' _.. _ PORTOFINO SHORES -PHASE. THREE as recorded in
ASPHALT PAVEMENT Plat Book 43, Page 40, Public Records of St. Lucie -
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County,orI a
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CONC f �'. -. 06--1 1
. VALLEY CURB .:: • - .-:: . _..->_ . _..., STREET 'ADD^R E S '-- ' . _ •GRAPHIC SCALE. IN FEET
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• . 6301 Spring -.Lake.'Terrace
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.. _ - .' �_.:•.. - LEGEND '8c ANS
• � -:; ...r •... _ _ .. - � -� -.- CONC. - DENOTES CONCRETE ' P.B. DENOTES PLAT BOOK '
DENOTES PERMANENT CONTROL POINT C M. DENOTES'CONCRETE MOPfUMENT '
�;� ' e� . y "�•`✓ N N O (P) DENOTES PLAT DATA .QR DENOTES OFFIdAL RECORDS .BOOK
O`O V . 1 Q - - Q - - __ .., • -�- O ENOTES CALCULATED FROM FIELD MEASUREMEN75 'IR..&-.6__ DENOTES IRON ROD. & CAP
C D PROPERTY LINE PG DENOTES'PAGE'
+�. R DENOTES
N N +� 7C1 (R}'. - -• DENOTES RADIAL • COR. DENOTES CORNER
O W�7•� P :. ID. DENOTES IDENTIFICATION NUMBER P.O.B. ' DENOTES POINT OF BEGINNING
+�•/ DEN07ES FLOW LINE P.O.C. 'DENOTES POINT OF COMMENCEMENT
p n �D w Q �. _.. ___ - _.•. , 6.05' TDB DENOTES TOP BANK LP. DENOTES IRON PIPE
O O At m 20.31' TYP- DENOTES TYPICAL, I.R. DENOTES IRON. ROD
Ol a W m FND.• ., DENOTES FOUND - i •.U.E DENOTES—UTILITYEASEMENT
y C m = LB. ,.DENOTES LICENSED BUSINESS `�P.I. DENOTES,POINT'OF INTERSECTION' -
T • Q :_ . _� _ F.F.E. DENOTES -FINISHED FLOOR ELEVATION W.M.T. 'DENOTES WA70 MANAGEMENT TRACT _
•:.r. n DF]dOTES WA1T32 METER
3 .� ! _ _ _
6.51
® DENOTES ELEVATION TYPICAL _.
8A0'. Qq A _ R DENOTES RIGNT OF WAY
o _ _ DST' DENOTES OPEN -SPACE TRACT
V AA ��}' { �17 pp +} 1ST {(�' �f�J A7' •�R' N -- D.E ' -� -.DENOTES DRAINAGE EASEMENT
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G E N E.R A L:NOTES
3 3: ... COVERED
> > .•. - �� ENTRY - __ _.• : '- = 1: The bearings shown- hereon are'referenced, to the centerline of Spring Lake Terrace
havin a'bear-in of N89'45'07"W., accordin to the lot of PORTIFlNO SHORES-RHRSE THREE
.a ca �Ro ;, - : - - __ _ as -recorded. in •B.Iat;.Zook--43, Page"'40, Public Records of St. Lucie. County,' Florida.
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u � ,� 5 , LOB-•351''.: _ o CBS SFR L®� 34� .- _ ' . • -2: Alf=:above ground -fixed-improvements, if any, have been located and shown hereon. .
REAR 3.; UPde-rgoound utilities and utiiity services have not been located. on -:.this survey,
_.,. ELEVATION=25.40'.
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_: !Voter-Note;-pfottin' only; this property -is in' Zone• "X", according 'to -the
- .;Rote.Map, Community Panal' No. 12011-1C0070 F , 'effective date June :
;,� Flood Insurance
30,: 1999. The exact designation •can only 6 determined by .an elevation •certificate..
_ - eproduetions :of this map are not valid without the signature and original raised seal." • `
LOT
l - -- W 5 of a Florida Licensed Surveyor & Mapper.
s.Oo' 3e.ss• s.o1' �" _ - 6.:Lands' shown."hereon_ were. not abstrdcted by. this office for rights -of -way, easements
M
of-r-ecard, ownership,` abandonment's deed restrictions, or Murphy Act Deeds. `
T O N NEW ALUMINUM PORCH - r7� -Addi ions__ or deletions- to surVe maps or reports
b other than` the si riin
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O - Y. P P Y 9. 9, party
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- : - _ �. ' • -- . - • ... --- - - , r ties Is 'Prohibited wit t written � of e - I g y or parties
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O -. - -. o .par ' rohibit ' hou consent the sigrt'n "part'.
TECH.. 28' -- 8::elevations shown r-hereon- are in feet and are based on N.G.V.D. '29; and are taken'
--� _ _. a - from. approved 'en' plans prepared by this office.
'
Addedarm oars 1 01 4- GLL
L84286 _w.
FIIe.S T. 0 ' P L0, 35 "
11J.... (TYP:) ..Boundary Survey, (form6oarr(s) for: Date: 12%04%03
CONSULTING ENGINEERS
A 3-
12f01 /04 - - . _.._ .. - - _ 032/350 LAND SURVEYORS- -
_ _ _ _ ALIT CL � UD �. _ � '0 -
i. hard W. Bussell Signature • Date. - -^ - =20'- _ Scale• i" Cl"1LPEPPER'& -298o SOUTH 25th si7tEEr
fessional ,Surveyor & Mapper St..LuCie COUYLt f10�'lGL' + Ca wn Z DC.51 CTiTERP NGI -FORT �77z sa-353�34sa�
qr�' ENI INC.' F. 2
Florida Certificate No. 3858 : _: .. : J - - - - - .. ( - I-Icamea Rukn,w Ns_ 4298 .
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SCREEN ENCLOSU _ - S
REFER TO TABLE 102 -
FOR ALLOWABLE SPANS
CONCRETE FASTENING PER
CONNECTION DETAILS BY
LOAD CONDITION (TABLE 107)
4" NOMINAL PATIO SLAB
6X6X10/10W.W.M.
0 YNTHETIC FIBERS AND VAPOR BARRIER
ON COMPACTED SOIL.
(CONCR STRENGTH TO BE MIN. OF 2,500 P.S.I.)
Id
x
WALL ON PATIO SLAB (ONLY)
REFER TO TABLE 102
FOR ALLOWABLE SPANS
CONCRETE FASTENING PER
LOAD CONDITION (TABLE 107)
F1
4" NOMINAL PATIO SLAB
W/6X6X10/10W.W.M.
OR SYNTHETIC FIBERS AND VAPOR BARRIER
0 0 0 0 ON WELL COMPACTED SOIL.
0 (CONCRETE STRENGTH TO BE MIN. OF 2,500 P.S.I.)
X x
d a
Z
o" — —
•
FOOTING
WIDTH CONTINUOUS REINFORCI 2 EA #5 BARS
EXCEPT USE 1 EACH FOR 8" X 8"
FOOTING DETAIL F2
(PATIO SLAB W/ MONOLITHIC EDGE F NG) 1
COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRnTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA. IN
RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA
5fiudufol Dc3ign 1650 South Dixie Highway CHAPTER:
2100 W. 76th STREET, SUITE 311 TS Boca Raton, Florida 33432
wEAH. FLORIDA 33016 ¢ ? info(d�aaoLorg PAGE: 13 OF: 556 r+
OFFICE: (305) 822-3141 FOR ��G
F (305) 8223161 - VOICE: (561) 362-9019 FAX (561) 39&&%7 REVISION: December 14, 2001
01111I
SCREEN ROOMS
2" X 3" COLUMN SHOWN
SIZE COLUMN PER TABLE 102
3/8" 0 CONCRETE ANCHOR
W/2" EMBEDMENT (MIN.) (TYPICAL) FASTENER
SPECIFICATIONS: ULTIMATE TENSION CAPACITY =
2,500#, WORKING TENSION CAPACITY OF 625#,
WORKING SHEAR CAPACITY OF 1,000#
* 1c6_ 0(.Ya
SCREEN File Copy
2" X 2" X 1/8" ANGLE EACH
SIDE 3 EACH #14 S.M.S. EACH
SIDE (1" O.C. MIN.)
0I 2" ,MINIMUM -
. r, �,Vilvcz rvt�t INF' �� Cam' C1
��_ UPLIFT CAPA
FASTENING BY POST SPACING IN TABLE 207 OR TABLE 212 2
2 X 5" Keb COLUMN (SHOWN)
(COLUM SIZED PER TABLE 102)
SCREEN
2' x 2"—x 1/8" ANGLE EACH
SIDE 3 EACH #14 S.M.S. EACH
SIDE (3/4" O.C. MIN.)
0 0 0 0
0 2" MINIMUM
3
B q
NG FOR LOAD ;CONDITION 2,- r C2
LOAD CONDITION 2 — CONNECTION CAPACITY- = 2 000
NOTES: SELECT FASTENING BY TABLE 207 OR TA 212 _ # _ `"' ' ' ' 2
1) COLUMN MAY BE LARGER THAN 2X3 FOR THIS CONNECTI
2) COLUMN SIZE TO BE DETERMINED BY TABLE 203 BY WIND Z +NE
3) FOR SUPPORT OF INTERMEDIATE OR CARRIER BEAMS, REFER TO TABLE 212
4) 2 EACH X 3/8" 0 BOLTS (OR, 1 EA. 5/8" 0) MAY BE SUBSTITUTED FOR THE 3 EACH #14
S.M.S. (2 THRU BOLTS REPLACE 6 SCREWS)
5) CONCRETE ANCHOR SPECIFICATIONS:
ANCHOR "A" (CLOSEST TO EDGE) IS 3/8.0 X 3" LONG W/ 2" EMBEDMENT, ANCHOR "B" IS
FARTHEST FROM EDGE AND IS 3/8"0 X 3" LONG W/ 2-3/4" EMBEDMENT ANCHOR "A" MUST
CONFORM TO SPECIFICATIONS LISTED IN DETAIL C1, SUPPLEMENTAL CONCRETE ANCHOR ("B")
SPECIFICATIONS: MINIMUM ULTIMATE TENSION CAPACITY OF 2,1300#; MINIMUM WORKING TENSION
CAPACITY = 700#, & MINIMUM WORKING SHEAR- CAPACITY-- 1,000#
COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, IP
RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA
5fiudu(d Deign ��M 1650 South Dixie Highway CHAPTER: 2
2100 W. 76th STREET sUITE 311 c A z Bop Raton, Florida 33432
► WrAH. FLORIDA 33015` I info@aaof.org PAGE: 9 OF: 46
OFFICE: (305) 822-3141 FAX (305) 822-3161 �0R H�
VOICE (561) 362-9019 FAX (561) 39SZW REVISION: December 14, 2001
2",x'3" x 5/16" ANGLE EACH SIDi
3/8" DIA CONCRETE ANCHOR
W/3" EMBEDMENT (MIN.)
COLUMN / FOUNDATION