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IS SELVA LINKSIOE JUL 17 1991
ARCHITECTURAL REVIEW COMMITTEE
DATE: --2-,,,o --91 Buil6ing and Zoning
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ADDITIONAL PERMIT REQUIRED
FOR ANY TREES REMOVED, PLAt�4 A0AH 14 3 3;5.
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ARCHITECTURAL REVIEW COMMITTEE
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DATE: ---:2------
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RESIDENCE FOR: Me. & Mns. F. REL8,,TN BENNETT
NOTE : MINIMUM SIDELINE -251
RESTRICTIONS TO BE
CHE (-- K ED AFTER LAYING
OUT FOUNDATION AND 5A 11-T A 1 BLVD.
BEFORE POURING FOOTINGS
P L 0 L A N
747 74,3
T L A C E A H APPROVED
TOWN of ATLANTIC BEACH
-F L 0 P I D A BUILDING OFFICE
DUVAll-
Dat%
E-PH H. BRYSON A. 1. A.
J OSE
B11 1'17
11 G" (--�EENTFAF ANNEX
)-MILLE, FLORIDA
HOMES
SHEATHING ,,,-0UTLOOKER IS CUT FROM AND
rME-.TAL DRIP IS A PROJECTION OF RAFTER
2� DIA. SCREENED
V2"qNET Vk:NTS 16" o. c.
7m�--FLASH AND COUNTERFLASH
NET
300
E A V E
I'-Gil
SE-Z SPECIFICATIONS--"'
GRADING To BE IN ACCORDANCE a A (-QRA
WITH MPR REVISION NO.
L r-.--F T S I -'D F E L E V A T 1 0 N
114" 1'0"
FLASH AND COUNTERFLASH
APPROVED ROOFING SEE SPECIFICATIONS
"ROCO ORNAMENT ,CE I L 11146
TOP OF SASH
,.- HORIZONTAL BOARDS9
oe -PIPE GOLUWNS
LCJVR-!"# TYPE I
lk-PLAN T
Is - SEE SPECiFI CATIONS
FIN. FLOOR
BREEZEWAY FLOOR-
;GRADING TO BE IN ACCORDANCE CONC, FLOOR—� 12" MIN. rGRADE
VITH MPR REVISION NO* A
%� GONCe STEP
L E V T 0 N APPROVED
R 0 N T TOWN of ATLANTIC MICH
1/4" BUILDING OFFICE
Date
JOSEPH H, BRYSON A. 1. A.
BRYSON ARCHITECT
301-03 GREENLEAF ANNEX
olm JAC:-,S0NVlLLE, FLOR�DA
B 'EMA 319 li
FLASH AND GOUNTERFLASH
SEE SPECIFIGITIONS—
GRA,DIKG To BE IN A(;COPZANCE
A_ Wl _W�H MPR REVISION NO. _36
T SIDE ELEVATI ON
1/4 = I -0
APPROVED ROOFING - SEE SPECIFICATIONS'2
=7
�-$CREEN
WOOD
COLUMNS-'
GONC* FLOOR -GRADING TO BE IN ACCORDANCE
REVISION NO. 36
APPROVEO
TOWN of ATLANTIC BEACH
E L E V A T I BUILDING OFFICE
1/411 Date
A ,,*-YS0N A. 1. A.
X7 i OSE P�-!
BRYSO ARCh"--i CT
M A
V
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GAIN I N$:TS— _GAB� TS,
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120-8x 51-.810
10,—10" '1 214. i
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24li?
9
REFe RANGE "ism
SPACE SPACE
8 E D R 0 0 M
Sq. FT. B E D 8 0 0 M
SQ. FT.
FIN.FLOOR
C-TOE SPACE
KITCH EN CABINETS
1/47v It-Oil w 9
w
0 B
NOTE MAO RE"RDING OHIMNEY8 5 A M SCHEDULE
X W T.C. FLUE, CORBEL
BRICK OR OPENINGS LESS TMAN 41-00 ON WIDTH.
MINIMUM X 8" CONCRETE f0EAM �3
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X 1-140 STOCK EXT. COMB.
21. 28—EP x 61 8" x 120 CONCRETE BEAM CURB
21-60 x 61.814 X I-Y8" STOCK I NT. 2 5/*811 RODS, TOP �b SHOWER 9
x ul COMBINED CEILI14
9. 41-00 WIDE STOCK BY-PftSSING co� 0) z 4 4 wi 40467S RAFTERS
—3)RA I N UN
21-00 x 60-98 x STOCK I MT. 2 RODS, BOTTOM sl
L* X 8d 16" 0.G.
W I N DO N S L 6 E D R 0 0 m
CAM R? AWNING B A T H/ 4 (�_ 1 3 1 1 6 SQ. FT.
A. 2�24 A. C-24 # FURR CLG. To 71-0"
B. 2--v,3 B. c-23 LOCATE SVVITCH IN BAT14 AT 1-ir"IGHT NECESSARY SO MET.LATH& -
M. 1313 M. C-13 NOT TO INTERFLRE W11H &A-1 h ACCEt.SURiES '
CEM,PLAS.
L E "All SILL COGK
SEE NOT
6#-0" 69-6"
2 - 2" X8" OVER -' Ir MASONRY PIER TUjjj TUB
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20 X 4" D I N I N G ul :CiSTS & RAFTEM
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APPROVED
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L 2!o-1/2" I.D. PIPE cOtMLDING OFFICE .
21-0" 31.4h
T _ T
108 1, A R E A FT* AREAS DO NOT INCLViDE C�A PORT OF BREEZEWAY*
A R E SQ. FT. 0 3 SQ
7—NCLUD 1 NG 6 TOAAGE SPACE RLUD I NG STORAGE SPACE
BRYSON JOSEPH H. BRYSON A. 1. A.
F' ' L. 0 0 R. L, A N ARCHITECT
301-03 GREENLtAF ANNEX
4 JACKSONVILLE, FLORIDA
HONFS
B R M A 319 P
T-
VI/2 PANSION JOINT 4
1241.,Oa
101-100
T T--T-
,.-30 MASONRY WALL
4--
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��PEGIFICATIONS FOR SIZE
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41—oP cc
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RODS EACH WAY - SAME� 5 1 ZE AS
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40 con. SLAB Mom. F I it I SH
60 x 64 #10 MESH REINF. 4-0 CONC. SLAB - MCI)NO. FINISH
60 x 60 #10 MESH REINFORGIN
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0
NO 101-0"
41—oo lot.4m jj�8"
1/2� EYPANSIoN JOINT -IN
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L IL APPROVED
-4 N of ATLANTIC BEACH
r— BUiLDING OFFICE
1 81.00
—.2 T ------
50 DateL---�—
J 0 S E PH H. BRYSON A. 1. A.
U N D A T 1 0 N
BRYSON ARCHITECT
114 301-03 GREENLEAF ANNEX
JACKSONVILLE, FLORIDA
Hom
.319
B R M A
PIPE COLUMN SEE LINTEL SCHEDULE
ON PLAN IF NO PIPE COLULK 18
DESIRED
I,D,, PIPE COLUMN
STEELi SON
MiAST 10 M""A 6 7 1 C
WINDOW DINENSION
STANDAM -CCF#MR INTERMEDIATE PIPE UNLESS OTHERWISE SHOWN
P IfE UULL I ON MLUICN S C A L E
VARIES
ELEVATION 4" X POST
OUTLoOKER 19 AN I RON DOW EL
EXTEN9#001 Of- AND 1�
0, RAF,rE" — -FQR APPROVED F40OF I NG SEE SPEC I F I CAT I ONO
METAL CUT FROM RAF RA R ANCHORS 91ZE SEE PLANS, 1/2" EXPANSION JOINT
DRIP 301-0.o SHEATHING
GARAGE FLOOR
GRADE 00
--v 771
FOR EAVE —INSULATION CONG. FLOOR
DETAIL 40 CONC. FLOOR
SEE ELEVATION 10 6"x6m #10 mEsm
PLATIE,
E, ACTORY TREATED 6"x6" #10 mrsm
,6CREENED VENTS 16" o.c4,. 2� x 80 PLATIE, 1 2 - 24 x CONCRETE
co co 0 0
'-1/2" BOLTS
4
2 — 1/20 RODS
11'FON DO"
rm/
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a #
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x 8" CONCRETE BEAM 2" x 4" STUDS 2 - 1/2" RODS
A- - 2 - 5/8" RODS CONT.
GARAGE FOUNDAT I _Pg"�'- FOMATI ON
it
TYPICAL DETAIL -_ POT CONSTRUCTION AND WALL CAP.
SHEETROCK OR PLASTERs i A
SEE SPECIFICATIONS J. .2" X 4-M STUD PART06-- i
:--I" x 2" TREATED 16" oc. 40 CONC. FLOOR _A_
8" MASONRY WALL— 80 mAwNRY WALL-- MASONRY
FURRING STRIPS -20 X 4" TREATED p�,LATE MONOo FINISH
6" x 60 #10 mEsm
2" BOLTS
_00 00 1 REINF*
1/20 BOLTS 61-01* 0100*
1/2" EXPANSION JOINT
1.4
SAND FILL----
e-1
16
1.414
2 - 1/2" RODS
UNUDISTUR ED 90 1 L 2 - 1/2 ROD)$ T
T
2 - 112� RODS INTERICR7 BEARING I NTMIL*,- Na4-8EARING,, APPROVED
2 PLY 15# FELT MOPPET MASONRY PART`jTIQN MASCNRY
2mD PLY MOPPED TO IST PLY PARtITIS40WN of ATUNTIG BEACH
AND 2ND PLY MOPPED THOROUGHLY ILDING OFFICE
iA
Date
INMIOR NON-8EARING INTERIOR BEARIWx STUD
PARTITIM PARTITION JO',�EPH H. BRYSON A. 1. A.
B R Y kci`p N ARC,,�ITECT
301-03 GREENLEAF ANNEX
JAC'.((SONVILLE, FLORIDA
HOMES
MASONRY 0 N G R A D E