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REVISONS
TIFFANY BY THE SEA
"ARUBA"
KEYNOTES
1 . Prefillished concrotv of Lile oil min. 45ft felt .
2. 5/8 thick "APA" apploved Panel - de
trusses - see framing plan
3. Pre-engineered wood
2 4 c/c [I'a x
4 . 1/2" thick "APA" approved pallel . r
5 9- batt insulation (R-30) .
6. 5/8- gypsum wal lboard - fillish pe,- schedule.
7. 3" Continuous tillullilr,nll Vent ' KIP 4(
S. Typical frieze.
9. 2" X I.- Cedal ttilll With C-"ti"Uut'S metal drip over INN
2" x 12" fascia.
10. 3/4" thick stucco.
11 . 2 layers building paper.
Luma
1/2" plywood I'Miel .
1/2" gypsum wallboard - finish per schedule.
1;. e and
14 . 2'* X 6" StULIS at 16.. C/C with double top plat lot
p. t . sill plate.
16. 112 ' underlayment plywood - glued and nailed.
18' . Pre-engineered floor trusses - see framing. Ic
15 . Base per interior designer.
17 . 3/4" tolIgue allcl groove "APA" sub-floor.
19. 6" batt insulation (R-19) .
20. 4** concrete slab - finish per schedule.
x welded wire fabric, placed 1" from (A W
6 x 6 - wl .4 4
21 .
top of slab.
22. Vap
( 1 ) #5 cunt . in concr filled op >1 >
or barrier - 6 mil vis(lueerl�
23. ete ell bottom 'U' block.
24. compacted and poisoned fill . Wzz
25. Finished grade. with horizontal joint
26. 8" cmu foundation wall I
reinforcement it 16" c/c. Fill all cells with
concrete. provide ( 1 ) #5 vert. (bend in field)
8'-0" c1c and at all corners wood Post locations and
ends of wall openings above. WO
2". Concrete footing - 2' -0" w x 11-01, d cont. with (2)
#5,s cont. top and bottom and #3 ties at 24" c/c.
7
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J _ NO
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Mir
TIFFANY BY THE SEA
"ARUBA"
KEYNoTES
1. Prefinished concrete roof tile 0, in. 45# felt.
2. 5/8" thick "APA" approved panel.
3. Pre-engineered wood trusses - see framing plan
(24 c/c maX) .
4. 1/2" thick "APAII approved panel.
5. 91- batt insulation (R-30) .
6. 5/8" gypsum wallboard - finish per schedule.
7. 3" continuous aluminum vent.
8- Typical frieze. ith continuous metal drip over
9. 2" x 4" cedar trim w
2" , 12" fascia.
10� 3/411 thick Stucco-
11. 2 layers building paper.
12. 1/2" plywood panel .
13. 1/21' gypsum wallboard - finish per schedule.
14. 2" x 6" Studs at 16" c/c with double top plate and
p. t. sill plate.
15. Base per interior designer. glued and nailed.
16. 1/2" underlaY,ent plywood -
17 . 3/4" tongue and groove 'WA" sub-floor.
18. Pre-engineered floor trusses _ see framing.
19. 6,, batt insulation (R-19) .
lab - finish Per schedule.
20. 4" concrete X WI .4 welded wire fabric, placed I" from
21 . 6 x 6 - wl.4
top of slab.
22. Vapor barrier - 6 il visqueen� U1 block.
23. ( 1) #5 colt I. it, concrete filled open bottom
24 . Compacted and poisoned fill .
25- Finished grade.
26. 8" cmu foundation wall with horizontal joint
reinforcement at 16" c/c. Fill all cells with
concrete- Provide ( 1) 95 vert. (bend in field) @ and
8�_o,- c/, and at all corners wood post locations
ends of wall openings above. with (2)
27. Concrete f.o0ting - 2'-0" 1 x 1,-O,l d cont.4" C/C.
05's cont. top and bottom anJ P3 ties at 2
sk
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LJE5r I V F- 0 4 K� V2 (::�A L- OCT 1991
OF<ZP1)( 9HEETS
Aft--cf a A-,
TOPOGRAPEIC AND TREE Sr"/EY OF
L(JIS 5, 6, 7, 8, 9, 10 11, 12, 13, lq-ID I-11 'OF TIFFANY BY 'TrT, RECORDED Ull PLAT
PA)OK 46, PAGFS 94 AND 94A OF THE CIJRRFM ,tJBLfC RECORDS OF !XNAL 1-n,1JNFN, nORIDA.
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BEGINNING
POINT OF NOTES
THIS IS A TOP06RAPHIC AND TREE LOCATION SURVEY ONLY, FROM THE: EASTERLY
BACK OF CURB OF ALICIA LANE EAST TO THE APPARENT HIGH 'HATER LINE.
REFERENCE BOUNDARY DATA AS PER PLAT OF TIFFANY By THE SEA AS RECCRDED IN PLAT
E300K 46, PAGES 94 AND 94A.
NW CORNER OF LOT 80-A BENCHMARK USED IS A 'NAIL IN THE NORTH SIDE OF A POWER POLE- AT THE
NORTH ATLANTIC BEACH UNIT 3. SOUTHEAST CORNER OF THE INTERSECTION OF 20th STREET NTH SEMINOLE
PLAT BOOK 15, PAGE 93 ROAD. ELEVATION - 11.08 N.G.V-D,
CONTOUR LINES ARE AT 2 FOOT INTERVALS. rp
I,UJ"19 1
20th STREET
SEP 2 3
Building and Zoring
'APP R 0 V E 0
CITY OF ATLANTIC BEACH
SUI-LDING 0FrrIC8
OCT 311, 1 1 HEREBY CERTIFY THAT THE SUaVEY SHOWN HEREIN
WAS MADE IN ACCORDANCE WITH THE "MINI.MUM
TECHNICAL STANDARDS" ["OR LAND SURVEYING IN
BY THE SThTE OF FLORIDA: 21 H11- 6 , FAC .
DO, w MGHT,
THIS SURVEY NOT VALID UNLESS FLORIDA REGJSTE��q, I A�O -SURVEYOR No. 3295
SEALED WITH AN EMBOSSED SEAL
OF SURVEYOR SIGNED HEREON
SCALE : E,-2-1--5er PQ4 DRAWN BY ; 1w.c- 8 DATE 9 9
%AN. "ONVILLE BEACH FLORIDA 01v4) 241 SHdT" OF
EK)ATWR1G%m11T LAND SURVEYOMO, INC. 1711 5th STREET SOUTH JAf%voL
V
Er -Akl�
"'LCOR"ER OF LOT "o-
0 RIA TLAt TI C BEA CH
PLAT BOOK 145 PAGE 93
W�
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CITY OF ATLANTIC BEACH
FLORIDA
BUILDING PLANS
ADDRESS gaof7 AL-iclq LAwc
RE#_ l(oqfl9 - 0 -73S
OTHER INFORMATION
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DATE91
ji
SCALEY+11
JOB No,ql,7e
SHE
Ts
.-=mdmkw&IA-I
Dr
_b b OIL
TIFFANY BY THE SEA
"ARUBA"
KEYNoTES
1. Prefinished concrete roof tile 0, in. 45# felt.
2. 5/8" thick "APA" approved panel.
3. Pre-engineered wood trusses - see framing plan
(24 c/c maX) .
4. 1/2" thick "APAII approved panel.
5. 91- batt insulation (R-30) .
6. 5/8" gypsum wallboard - finish per schedule.
7. 3" continuous aluminum vent.
8- Typical frieze. ith continuous metal drip over
9. 2" x 4" cedar trim w
2" , 12" fascia.
10� 3/411 thick Stucco-
11. 2 layers building paper.
12. 1/2" plywood panel .
13. 1/21' gypsum wallboard - finish per schedule.
14. 2" x 6" Studs at 16" c/c with double top plate and
p. t. sill plate.
15. Base per interior designer. glued and nailed.
16. 1/2" underlaY,ent plywood -
17 . 3/4" tongue and groove 'WA" sub-floor.
18. Pre-engineered floor trusses _ see framing.
19. 6,, batt insulation (R-19) .
lab - finish Per schedule.
20. 4" concrete X WI .4 welded wire fabric, placed I" from
21 . 6 x 6 - wl.4
top of slab.
22. Vapor barrier - 6 il visqueen� U1 block.
23. ( 1) #5 colt I. it, concrete filled open bottom
24 . Compacted and poisoned fill .
25- Finished grade.
26. 8" cmu foundation wall with horizontal joint
reinforcement at 16" c/c. Fill all cells with
concrete- Provide ( 1) 95 vert. (bend in field) @ and
8�_o,- c/, and at all corners wood post locations
ends of wall openings above. with (2)
27. Concrete f.o0ting - 2'-0" 1 x 1,-O,l d cont.4" C/C.
05's cont. top and bottom anJ P3 ties at 2
sk
REVISONS
TIFFANY BY THE SEA
"ARUBA"
KEYNOTES
1 . Prefillished concrotv of Lile oil min. 45ft felt .
2. 5/8 thick "APA" apploved Panel - de
trusses - see framing plan
3. Pre-engineered wood
2 4 c/c [I'a x
4 . 1/2" thick "APA" approved pallel . r
5 9- batt insulation (R-30) .
6. 5/8- gypsum wal lboard - fillish pe,- schedule.
7. 3" Continuous tillullilr,nll Vent ' KIP 4(
S. Typical frieze.
9. 2" X I.- Cedal ttilll With C-"ti"Uut'S metal drip over INN
2" x 12" fascia.
10. 3/4" thick stucco.
11 . 2 layers building paper.
Luma
1/2" plywood I'Miel .
1/2" gypsum wallboard - finish per schedule.
1;. e and
14 . 2'* X 6" StULIS at 16.. C/C with double top plat lot
p. t . sill plate.
16. 112 ' underlayment plywood - glued and nailed.
18' . Pre-engineered floor trusses - see framing. Ic
15 . Base per interior designer.
17 . 3/4" tolIgue allcl groove "APA" sub-floor.
19. 6" batt insulation (R-19) .
20. 4** concrete slab - finish per schedule.
x welded wire fabric, placed 1" from (A W
6 x 6 - wl .4 4
21 .
top of slab.
22. Vap
( 1 ) #5 cunt . in concr filled op >1 >
or barrier - 6 mil vis(lueerl�
23. ete ell bottom 'U' block.
24. compacted and poisoned fill . Wzz
25. Finished grade. with horizontal joint
26. 8" cmu foundation wall I
reinforcement it 16" c/c. Fill all cells with
concrete. provide ( 1 ) #5 vert. (bend in field)
8'-0" c1c and at all corners wood Post locations and
ends of wall openings above. WO
2". Concrete footing - 2' -0" w x 11-01, d cont. with (2)
#5,s cont. top and bottom and #3 ties at 24" c/c.
7
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REVISIONS By
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64
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DATE�?�5,lqj
SCALE
J
JOS NO.9 15
1?�j i L.J71 [-�G ':E)F�CTI(5 k�
REVISION$
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CHECXED
91 DATE
SCALE
JOB No. atl2b
PRTNOTEr) SHEET
1%SHEET$
MAP, SHOWING SURVEY OF
LOT 5, TIFFANY BY THE SEA AS RECORDED IN PLAT BOOK 46, PAGES 94 AND
94A OF THE CURRENT PL18LIC RECORDS OF DUVAL COUNTY, FLORIDA.
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NOTES;
THIS IS A BOUNDARY SURVEY.
NO BUILDING RESTRICTION LINE AS PER PLAT.
BEARINGS BASED ON THE CENTERLINE OF
ALICIA.LANE AS PER PLAT
C94 J.E.A.DENOTES JACKSONVILLE ELECTRIC
4S,,S74t h) AUTHORITY.
4 7- RUC NEW COASTAL CONSTRUCTION CONTROL LINE.
1.06 c
80 ALCULATED FROM OLD LINE, AND NOT FIELD
VERIFIED.
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pe 06
00 co THE PROPERTY SHOWN HEREON APPEARS TO'.
0)* FLOOD ZONE, "AO" AS. WELL AS CAN
14. LIE IN
q a 4 . INSURANCE
q BE DETERMINED BY � THE FLOOD
C
RATE MAP FOR THE CITY OF ATLANTIC 13EACH
FLORIDA.
X
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al
M
U) I HEREBY CERTIFY TO BARON L. BARTLETTj. P,.A.,
rn
00 AND TITLE INSURNACE COMPANY OF MINNESOTA THAT
m
(A I HAVE, SURVEYED; THE LANDS AS SHOWN IN THE ABOVE'.�
cjs 4 CAPTION AND THAT THI
< S MAP IS A TRUE AND CORRECT
4,rn
REPRESENTATION OF THAT SURVEY AND THAT THE SURVEY
REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL
OP"41414 STANDARDS OF THE FLORIDA ADMINISTRATIVE CODE
TRACT CHAPTER 21—HH-6 AND THE FLORIDA LANa TITLE:
A
BEACH ACCESS ASSOCIATION.
m
A
WWOOD a CONCRETE T
TRACT"A" WALL
BEACH ACCESS,
LOT 4
A/
THIS!SURVEY NOT VALID UNLESS
SEALED VATH AN EMBOSSED SEAL DONN W.
OF SURVEYOR SIGNED HEREON FLORIDA R 95
6. 32
SCALE: I"=20'
ED:
BOATWRIGHT LAND SURVEYORS, INC. Zi E SIGN
DRAWN BY:b.FREEMAN OCTOBER 21, 1992
F B. :' 92-711 1711 51 h STREET SOUTH JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET OF