705 Sailfish Dr 2014 Addition Reno ........ ......
A
...........
. .... .......
..................
....... ... .... . ......
�q
ARCHITECT
.......... .....
................................
ills
of
...........................
AL 690" ATLANTIC BOULEVARD
IN
Me JACKSONVILLE,FL 32211
..........
ph 904,721,1771
d fx 904.724.1171
Z,
/m
www.actarci-titects.coni
/N.
Z WE
MAN/.
,4g;. 2,2 70
m
?gmm <::m: wr
Ll�.,
*0
Amm
A
.33
gi, I
op g
g to
12
z!
A
/g
81
AR 0009774
0 -21-2015
2
H
NOR.V.wd r.
N!"
ny
g, Al
-01M RK
-,n
0111 111 P, Ell,
an flu-55
m/A
NO
r
ON
LLJ 0
LLI > I
10,448 S.F.
...........
WMF/
U
n
yxv -x
A
A/..........
.............. ..........
........................
A.,
LLJ
WON
�11111f
..........
<
711
< LL1
1,994 S.F
NEW
. ...... .....
........... .....
&4*K u�
..............
Ln
<
LL-]
<
01
1 A
A':
STRUCTUrlsdWAL NOTES:
L"01/
qJ1
ALTHOUGH EVERY ATTEMPT HAS BEEN MADE IN THE
P, PAR,
C TION (IF THESE FORMS AND PLANS M AVOID
MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN
ERROR. NHEZER THIS PLAN, NOR ANY P13RTMN 13F T19S
PLAN, S E COPIED REPRODUCED, MODIFIED OR
TRANSFERRED ITHDUT WRiTTE� CONSENT C UNDER FS
HR5490 OF THE'ARCHITECTURAL DRAWING ACT OR ITS EQUAL
THE C13NTRACMRI BUILDER AND / OR OWNER SMALL CHECK
,4 ANU VERIFY ALL APPLICABLE CODM LAWS, SIZES,
jlf� D.=MLS, DETAILS,RQUANTITIES, FINISHES, ETC, AND
TOTALLY ESPONSIBLE FOR THE SAME. THE
CO ACTOR URGED TO C13MPLETELY REVIEW ALL
00 Werg
IN ED WITH THE OWNER AS THERE WILL BE NO
CHANGE 13RW APPROVED OR ACCEPTED BY THE OWNER
BASED ON SHOWN ON THE PLANS' OR 'KSTAKE [IN THE
PLANS', FURTHER THE OWNER AND / OR CONTRACTORS ALS13
A R ?VER ANY AND ALL LEGAL FEES, EXPENSES,
AGVAEREVSTOETC ARISING FROM ANY PROBLEMS OR LITIGATIONS,
4VISU CONTACT WITH THESE DRAWINGS CONSTITUTE
,"j M4LrASCIA EVIDENCE Or THEACCEPTANCE Or THESE
CONDITIONS.
REVISIONS:
0-20 +31 and (-)41
1 DESCRIP"nON
-50 -)38
21 +29 and
51-100 +28 and (-)35
k >100 +26 and (-)32
SITE NOTATIONS:
PHASES:
[WAI 0
off --Do -9
JJ.
FOOTING DEPTHS SHOWN R-__PRESENT THE MINIMUM DEPTH TO WHICH FOOTINGS SHALL BE CARRIED. FOOTINGS SHALL BE LOWERED AS REQUIRED TO OBTAIN SUITABLE BEARING.
ALL UNSUITABLE FOUNDATIO MATERIAL SHALL BE REMOVED WITH FOOTINGS RESTING ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2,000 P.S.F.
UNLESS OTHERWISE SHOWN OR INDICATED A C T_
04 C4 THE CONTRACTOR SHALL V-_RIFY ALL DIMENSIONS, ELEVATIONS, ETC. NECESSARY FOR THE PROPER CONSTRUCTION ALL ALIGNMENT OF THE NEW PORTIONS OF THE STRUCTURE ARCHITECTS
TO THE EXISTING STRUCTURE
N, C:) CD
< 1� N111 I I THE CONTRACTORS SHALL VERIFY ALL MEASUREMENTS NECESSARY FOR PROPER FABRIC�TION AND ERECTION OF ALL STRUCTURAL MEMBERS
I,/ -C-4 F "C-4 BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING STRUCTUREJ THE CONTRACTORS SHALL BECOME FAMILIAR WITH EXISTING CONDITIONS. 44��
HOOD \K, - \ DURING THE PROCESS OF CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING STRUCTURE WHERE THE EXISTING
EF STRUCTURE IS TO BE MODIFIED TO ACCOMMODATE NEW CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING STRUCTURE WHICH ARE TO REMAIN.
P TRY C I D R 6903 ATLANTIC BOULEVARD
JACKSONVILLE, FL 32211
CX
C:) fx 904.724.1171
RANG.F
�C OILER
www.actarchitects.com
C-4 L —1 z_
wind engineering general notes & design criteria
1. CODES; florida building code (2010 edition).attic,n ds,awpa &apa (latest editions)
KITCHEN NORTH WALL KITCHEN EAST WALL 2.LIVE LOADS;
roof live ....................30 psf
E
ELEVATION r5 LEVATION 3.WIND LOADS; basic wind speed (v)=130 mph
SCALE.- 1/4" V-0-- SCALE: 1/4" V-0" importance factor (1) = 1.0, building catagory 2
Vd.—0) internal pressure coefficients .18 (enclosed)
pressures on componants and cladding: see structural notes
4.Materials; AR 0009774
concrete; normal weight, min 3000 psi@28 days w/fibermesh reinTorcement 02-21-2015
. ... ... ...
yard
fibermesh;1/2" monofilament, dosage; 3/4 lb per cubic . .....
C'4 ..... ... ... ...
. ..... .....
3 of the FBC . .. ...
K, lumber; wood constructio in accordance with chapter 2
- - - . ... ... ...
. ........ ... ... ...
C:) studs; spruce, pine, fir, mc19 #2 . ........ ... ... ...
- - - . .... ...
. ........ ... ... ...
. .... ... ... ...
all others; southern yellow pine, mc19, #2 . .... ... ....... ....
C-4 . . ... ...
Z' exterior shear wall sheathing; all exterior walls are shear Walls.
C) 7/16"thick apa approved for all roof sheathing an wall panels . . . . . .
open open
sheathing fastening; . . . . . .
NOR
cl�
for wall and floor deck; fasten 7/16"thick sheathi�g 8d @ 6" . . . . . .
... . . . .......
R :NEV COVERED:
DEC
on centers of supported edges(in the seams) andi `12"
AT
C) 082014
ISH
on intermediate supports(in the field). reduce nail
spacing to 4" on centers, around openings and al,ong double cap plate
for roof: fasten 7/16' thick sheathing w/ 8d ringshank @ 6'oc & 8" field
J
framing anchors; noted on plans by simpson or engineeri approved equal
KITCHEN SOUTH WALL threaded rods; astm a-301
washers; astm f-436
r4 ELEVATION nuts; astm a 563. grade a" hex
SCALE: 1/4" l'-O" epoxy, simpson strong tie co product; set" adhesive
LU
C.)
<
cc
—— — — — — LLJ LL] 0
>
CD> _j ILI LL
L E G E N D
<
$ SWITCH EXISTING EXISTING Uj
1& 220 VOLT OUTLET — 12" AFF unless noted CARPORT ROOF U) C)
H <
DUPLEX OUTLET — 12" AFF unless noted
— ABOVE COUNTER
DUPLEX OUTLET
rr Uj
�&GFCI GFCI OUTLET
< M
k
cn
1V
kM It 0
N.-
P
TELEPHCIND,�,,'�,
TV > TV OUTLET Ll i
HB HOSE BIBB 0
NEW COVERED <
WALL MOUNTED FLOOD LIGHT FIXTURE PATIO CID ROOF PLAN Cn
'4 LU
04
SCALE: 1/8" V-0"
FLOURESCENT LIGHT FIXTURE
�,J
WALL MOUNTED LIGHT FIXTURE
CEILING MOUNTED LIGHT FIXTURE
-0-
CEILING MOUNTED EXHAUST FAN
0 2X8 6X6 COLUMN 6X6 COLUMN
X 8 BEAM
2X8 2X8 CO� AR BEAM
REMOVE PORTION OF TRIVIE�W SURFACE MOUNTED
CEILING MOUNTED FAN W/ LITE TRIPL�MEDICINE CABINET 2X8 2X8 COIL R BEAM
EXISTING WALL AS NOTED ?
FOR NEW DOOR AND SIDE/IGHT 391-011 SEMI CESSED 1
REMOVE EXISTING DOOR 7 TIE DOWN NOTES(SIMPSON): 2X8 2X8 COL LAR BEAM 2X8
AND INFILL TO MATCH
W-011 ADJACENT WALL RAFTER TO RIDGE:H 8
0 COMBINATION SMOKE DETECTOR LAND 4)—Opl 1,9-,-0" 161—O)l I
SID 7 RAFTER TO PLATE: H 8 2X8 2X8 COL AR BEAM 2X8
CARBON MONOXIDE DETECTOR 'I
>C (pGFCI 6X6 POST TO BEAM:
>< 2X8 COL AR BEAM
N— 2X8 2X8 ALTHOUGH EVERY ATTE14PT HAS BEEN MADE IN THE
3" DOOR 0 0 6X6 C 6X6 COLUMN PREPARATION OF THESE FORMS AND PLANS TO AVOID
Q 0 o n -A"GF Cl 00 MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN
— WH W TER (�n 6 X 6 POST TO CONC.BASE: ABE 66 2X8 COLI AR BEAM 2X8 >< ERROR. NEITHER THIS PLAN, NOR ANY PORTION OF THIS
S FTENER 2X8 PLAN, SHALL BE COPED, REPRODUCED, MODIFIED OR
COO ER 0 0 < TRANSFERRED WITH13UT WRITTEN CONSENT ( UNDER FS
F RAFTER TO RIDGE: LUS28 LU HR5490 OF THE ARCHITECTURAL DRAWING ACT OR ITS EQUAL
M ). THE CONTRACTOR, BUILDER AND I OR OWNER SHALL CHECK
P A Nl*y RANGE RAFTER TO RIDGE:A 35 2X8 2X8 COLI AR BEAM 2XS AND VERIFY ALL APPLICABLE CODES, LAWS, SIZES,
4) MASTER BATH DIMENSIONS DETAILS, QUANTITIES, FINISHES, ETC, AND
/0 EN SHALL BE' TOTALLY RESP13NSIBLE FOR THE SAME. THE
RAFTER TO BEAM:H 8 CONTRACTOR IS URGED TO C13MPLETELY REVIEW ALL
T111 X 9�3:1 C*j INTENDED WORK WITH THE OWNER AS THERE WILL BE NO
W/D RAFTER TO VALLEYBOARD:A35 2X8 2X8 COJAR BEAM 2X8 CHA GE ORDERS APPROVED OR ACCEPTED BY THE OWNER
BASED [IN 'NOT SHOWN ON THE PLANS'
STACKEI) PLANS'. FURTHER THE OWNER AND / OR CONTRACTORS ALSO
VALLEYBOARD TO TRUSS: AGREE TO COVER ANY AND ALL LEGAL FEES, EXPENSES,
DINING KITCHEN BATH AWARDS, ETC. ARISING FROM ANY PROBLEMS OR LITIGATIONS.
L N 2X8 COLLAR BEAM VISUAL C13NTACT WITH THESE DRAWINGS CONSTITUTE
. 0 .1 5 131"DIAM.X 3 1/4"RINGSHANK NAILS I- —_
S WER I FOL REMOVE PORTION OF OLUMN PRIMA-FASCIA EVIDENCE OF THEACCEPTANCE OF THESE
SEE WALLSECTIONS FOR ADDITIONAL M < NEW COVERED CONDITIONS.
T LAUNDRY X EXISTING WALL AS NOTED Lf6X6COLU N W PATIO L7
TIE DOWN INFORMATION 2X8 00 2X8 COL AR BEAM 2X8
(D REVISIONS;
F6_w� S1 WALK IN 2X8 D� 2X8 COELAR BEAM 2X8 1 DESCRIPTION
CLOSET ><
GFCI 57'X 5' 011 cli
j 6X16OLUMN
L6X6 COLUMN2X8 _____jX8 COL 2X8
2Xt--2X8 =AM
MB
SID 9, 3 — PHASES:
WALL MOUNTED 2X8 2X8
SCONCE LITE L_ CS3
1d9 z 2X8 CM
FIXTURE OCKET DOOR
0
2X8
2X8 2X8
SID 0 SID 0
EXISTING
2X8 2X8
CARPORT
2j 2X8 N
WALL MOUNTED CL )SET
SqONCE LITE
FIXTURE
L�VING ROOM BEDROOM MASTER BEDROOM
CP
Al 00
E
ROOF FRAMING PLAN
X X
X XF 1X\
REV 1SED -FLOOR PLAN
Al.0 SCALE: 3/16" 1'4'
SCALE: 1/4" 1'-0"
CONSTRUCTION DOCUMENTS 12-04-14r
MI'm 4 ;Fl/
PH
6903 ATLANTIC BOULEVARD
JACKSONVILLE, FL 32211
ph 904,721.1771
fx 904.724.1171
F.........
www.actarcliitects.com
...........
a g
4M ,
.01
m
AR0009774
MWIll
AM
A
............ 02-21-2015
/Mm',
til?P-711016
:;j ----------------------
2
vvlAr/// wm'..
vp
7
8a
rM
ON
i�em 1/1
"Al
MM/
FIN
IEE DETAII THIS SHEET,
Xp�
mom ING FENCE
IMPERVEOUS SUR'::ACE TABLE
L LLJ
.4
10,448 S.F.
M
Z.—
...........
M
JAM/
. .........
1,445 S.F. LL-
CA v
M/. ......
M
LLJ
W
...........
Ln
BEACH F
...........
FRANCHI$E
APPROV�
DUMPSTEk!�
4
LLJ
... ----------
A41 L
Interior Zone
1-0
+31 and (-)33 1 DESCRIPTION
+29 and (-)32
+28 and (-)30
115MM +26 and (-)29
PHASES:
A W IN I t W6101 NJ
I'A
001:14
FOOTING DEPTHS SHOWN R-__PRESENT THE MINIMUM DEPTH TO WHICH FOOTINGS SHALL BE CARRIED. FOOTINGS SHALL BE LOWERED AS REQUIRED TO OBTAIN SUITABLE BEARING.
ALL UNSUITABLE FOUNDATION MATERIAL SHALL BE REMOVED WITH FOOTINGS RESTING ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2,000 P.S.F.
UNLESS OTHERWISE SHOWN OR INDICATED A C T_
7RIFY ALL DIMENSIONS, ELEVATIONS, ETC. NECESSARY FOR THE PROPER CONSTRUCTION ALL ALIGNMENT OF THE NEW PORTIONS OF THE STRUCTURE
C-4 C14 THE CONTRACTOR SHALL V ARCHITECTS
_X I V X "I K, TO THE EXISTING STRUCTUR
< CD CD THE CONTRACTORS SHALL VERIFY ALL MEASUREMENTS NECESSARY FOR PROPER FABRICATION AND ERECTION OF ALL STRUCTURAL MEMBERS
< I I'll I
z - BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING STRUCTURE. THE CONTRACTORS SHALL BECOME FAMILIAR WITH EXISTING CONDITIONS. cw�49� . vd4-,e�
-C-4 F —1 04
NV 11;;� DURING THE PROCESS OF CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING STRUCTURE WHERE THE EXISTING
HOOD 2
PITRY C:) REF C:) STRUCTURE IS TO BE MODIFIED TO ACCOMMODATE NEW CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING STRUCTURE WHICH ARE TO REMAIN. 6903 ATLANTIC BOULEVARD
I I - - JACKSONVILLE,FL 32211
CX
K, p 904.721.1771
A
C:) fx 904.724.1171
�C OLER T
www.actarchitects.com
L
wind engineering general notes & design criteria
1. CODES; florido building code (2010 edition).attic,n ds,awpa &apa (latest editions)
KITCHEN NORTH WALL KITCHEN EAST WALL 2.LIVE LOADS; v
roof live ....................30 psf
ELEVATION (_5 ELEVATION 3.WIND LOADS; basic wind speed (v)=130 mph
SCALE: 1/4" l'-O" SCALE: 1/4" V-0" importance factor (1) = 1.0, building catagory 2
internal pressure coefficients .18 (enclosed)
pressures on componants and cladding: see structural notes
4.Materials; AR 0009774
concrete; normal weight, min 3000 psi@28 days w/fibermesh reinforcement
02-21-,2015
C14 fibermesh;1/2" monofilament, dosage; 3/4 lb per cubic yard
lumber; wood constructio in accordance with chapter 23 of the FBC
C) studs; spruce, pine, fir, mc19 #2
..... .....
all others; southern yellow pine, mc19, #2
C-4
exterior shear wall sheathing; all exterior walls are shear walls.
.... .. .. .. - - - - - - - -
C:) 7/16"thick apa approved for all roof sheathing and wall panels
open open
sheathing fastening;
cl� .. .. . .. . . .. . .. .. ..
K, for wall and floor deck; fasten 7/16"thick sheathing 8d @ 6"
R XX
CD on centers of supported edges(in the seams) and 12"
NEV
PAT
> on intermediate supports(in the field). reduce nail
spacing to 4" on centers, around openings and along double cap plate
for roof: fasten 7/16' thick sheathing w/ 8d ringshank @ 6'oc & 8" field
framing anchors; noted on plans by "simpson" or engineer approved equal
KITCHEN SOUTH WALL threaded rods; astm a-301
washers; astm f-436
ELEVATION
nuts; astm a 563. grade a" hex
epoxy; simpson strong tie co product; "set" adhesive
SCALE: 1/4" 1'4'
Uj
L LLJ
U
> 0
7
C1 Fr H
L E G E N D > j _Ej_ L
U)
$ SWITCH EXISTING EXISTING W
220 VOLT OUTLET — 12" AFF unless noted CARPORT ROOF CO C)
DUPLEX OUTLET — 12" AFF unless noted U_ <
DUPLEX OUTLET — ABOVE COUNTER LU
�&GFCI GFCI OUTLET
44
A—
Uj CO Cj
CC)
o,�
> TELEPHONE OUTLET
�4
TV > TV OUTLET
Lo
HBf HOSE BIBB 0 Z
Cn <
NEW COVERED
WALL MOUNTED FLOOD LIGHT FIXTURE PATIO CD ROOF PLAN CO
Uj
SCALE: 1/8" 1'-0"
FLOURESCENT LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
CEILING MOUNTED LIGHT FIXTURE E
ti k attar-i3i
-0-
CEILING MOUNTED EXHAUST FAN
0
F 2X8 j6X6 COLUMN 6XIBCOLUMN
2 2 A 6 BEAM
6X6 C09JMN--
2X8 2X8 COL11 AR BEAM
REMOVE PORTION OF FACE MOUNTED
CEILING MOUNTED FAN W/ LITE EXISTING WALL AS NOTED TRIPLE MEDICINE CABINET 2X8. 2X8 COLI AR BEAM ?X8
If FOR NEW DOOR AND SIDE/IGHT 39,-0,, SEMIRECESSED f'. Ir
2X8 COLOAR BEAM
REMOVE EXISTING DOOR TIE DOWN NOTES(SIMPSON): .2X8 2X8.
EC N V 0', ///T AND INFILLTO MATCH
0 COMBINATION SMOKE DET 91-0)l 41-0" 19/— ADJACENT WALL 1 6?—Of; RAFTER TO RIDGE:H 8 Q�
SID Ur
CARBON MONOXIDE DETECTOR
6X6 POST TO BEAM: H 8 __j
C, —OGFCI :3—.
> 2X8 COL AR BEAM 2X8
2X8 ALTHOUGH EVERY ATTEMPT HAS BEEN MADE IN THE
'01 DO R 6X6*COLUMN 6X6 COLUMN
0 G PREPARAT N [IF THESE FORMS AND PLANS TO AV131D
WH GF Cl 6X6POSTTOCONC.BASE: ABE66 J0 >< MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN
2X8 2X8 COLI AR BEAM ERROR, NEITHER THIS PLAN, NOR ANY P13RT113N OF THIS
-�i PLAN, SHALL BE COPIED, REPRODUCED, MODIFIED OR
2X8 t4
< < TRANSFERRED WITHOUT WRITTEN CONSENT ( UNDER FS
CO w TER OF U-1 U-1 HR5490 OF THE ARCHITECTURAL DRAWING ACT OR ITS EQUAL
FTENER
SO _7� M cc r THE CONTRACTOR, BUILDER AND / OR OWNER SHALL CHECK
RAFTER TO RIDGE: LUS28
RAFTER TO RIDGE:A 35 2X8 COLI AR BEAM AND VERIFY ALL APPLICABLE CODES, LAWS, SIZES,
P A Nl*y RANGE I�R b 00 2X8 2X8 00 44 DIMENSIONS, DETAILS, QUANTITIES, FINISHES, ETC, AND
50 SHAL BE T13TALLY RESP13NSIBLE FOR THE SAME, THE
/0 EN MASTF_R BATH+q RAFTER TO BEAM:H 8 C) 6,� CONTRACTOR IS URGED TO COMPLETELY REVIEW ALL
E 1 INTENDED WORK WITH THE OWNER AS THERE WILL BE NO
T1 X 9'3:' V. *L 611 1
W/D RAFTER TO VALLEYBOARD:A35 2X8 2X8 COLIAR B—EAM 2X8 . 7��. - CHANGE ORDERS APPROVED OR ACCEPTED BY THE OWNER
3D
STACKEI
BASED 13N 'NOT SHOWN ON THE PLAINS' 12R 'MISTAKE ON THE
PLANS', FURTHER THE OWNER AND / OR CONTRACTORS ALSO
VALLEYBOARD TO TRUSS: AGREE TO COVER ANY AND ALL LEGAL FEES, EXPENSES,
DINING KITCHEN BATH I-, AWARDS, ETC. ARISING FROM ANY PROBLEMS OR LITIGATIONS.
L IN 5 131"DIAM.X 3 1/4"RINGSHANK NAILS 2X8 2X8 COLLIAR BEAM
VISUAL CONTACT WITH THESE DRAWINGS CONSTITUTE
10 PRIMA-FASCIA EVIDENCE OF THEACCEPTANCE OF THESE
T S WER �OLUMN
IX I I FOL REMOVE PORTION OF SEE WALLSECTIONS FOR ADDITIONAL 6X6 COLUMN < NEW COVERED 9E, CONDITIONS.
I I
LAUNDRY EXISTING WALL AS NOTED w PATIO
M 2X8 COL AIR BEAM
TIE DOWN INFORMATION 2X8 2X8
(D REVISIONS:
FCI
1 DESCRIPTION
L_kil DW Sl WALK I 2X8 2X8 COLLAR BEAM 2X8
0
CL( ><
Cl F 110
GF ,
57'X 5'10"' 6X16OLUMN
S L6X6 COLUMN?X8 2X8
____LXB COL�AR BEAM
M 2Xt7--2X8 AM 2X
B I — . —
M )SID PHASES:
X8 2X8
WAILL MOUNTED 0 2 CM
SCONCE LITE I L_ -1
FIXTURE 2'8"POCKET DOOR
2X8 2X8 CM
+
2X8 2X8 0-
D 0 0
EXISTING S SD
2X8 2X8 A,
CARPORT
CD
"'IA-I&OUNTED CL)SET �X_8 __LX_8
SqONCE LITE
FIXTURE
L)VING ROOM BEDROOM
MASTER BEDROOM
<=>
I, U
---------- Al 00
R
OOF FRAMING PLAN
-EV 2�
3/16" V-0"
SCALE.
fSEDFLOOR PLAN
IF —1
I
rROAVN GE
JE X
6
SCALE: 1/4" V-0"
0 CONSTRUkf_.'i`1r1ON DOCUMENTS 12-04-14r
-----------------------------------------------------------
�1 M!
P
'Ravi A C
ARCHITECTS
110-
MIN
XX
MM'
6903 ATLANTIC BOULEVARD
�921 -',!!�111-
JACKSONVILLE, FL 32211
ph 904.721.1771
fx 904.724.1171
M.
www.actarchitects.com
L.-A
low 1
'IM
"M
H
RE I
IN IM'
�R 0009�7�
02-21-2015
v X:xX:�
P,
-----------------------------
212
<
c�
0
M I M 10104 )US SURFACE TABLE
448 S.F.
VON
man
r0011
MOM
A
LLJ
W I/W
I r
low M
<
< LLJ
own
-:W
L CUP
"NEW :11/1 Ln
/r/m/W11
..........
<
Lj
<
ON 191 IMARI 0 a
7-------------------------------
Opening Size (sf) REMSONS:
0-20 +31 and (141 j�
21-50 +29 and OP8 mods mom
51.100 +28 and (035
>100 +26 and (032 SITE NOTATIONS:
PHASES:
cm
.-ICABLE CODES:
�M
FOOTING DEPTHS SHOWN REPRESENT THE MINIMUM DEPTH TO WHICH FOOTINGS SHALL BE CARRIED. FOOTINGS SHALL BE LOWERED AS REQUIRED TO OBTAIN SUITABLE BEARING.
ALL UNSUITABLE FOUNDATION MATERIAL SHALL BE REMOVED WITH FOOTINGS RESTING ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2,000 P.S.F. A C T
UNLESS OTHERWISE SHOWN OR INDICATED -11 16.4
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ETC. NECESSARY FOR THE PROPER CONSTRUCTION ALL ALIGNMENT OF THE NEW PORTIONS OF THE STRUCTURE ARCHITECTS
C111
TO THE EXISTING STRUCTURE.
TORS SHALL V__RIFY ALL MEASUREMENTS NECESSARY FOR PROPER FABRICATION AND ERECTION OF ALL STRUCTURAL MEMBERS
CD CD THE CONTRAC TING CONDITIONS.
-1 BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING STRUCTURE. THE CONTRACTORS SHALL BECOME FAMILIAR WITH EXIS
F C-11 G STRUCTURE WHERE THE EXISTING
HOOD DURING THE PROCESS OF CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTIN 6903 ATLANTIC BOULEVARD
z I REF STRUCTURE IS TO BE MODIFIED TO ACCOMMODATE NEW CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING STRUCTURE WHICH ARE TO REMAIN.
PTTRY C I D C I D JACKSONVILLE, FL 32211
Cl-A ph 904.721.1771
CC OLER 71 _CD -C) www.actarchitects.com
T I
Li C-11 L _J C11j
' teria
wind engineering general notes design cri
1. CODES; florida building code (2010 edition).attic,n d s,awpa &apc (latest editions)
KITCHEN NORTH WALL KITCHEN EAST WALL 21IVE LOADS;
ELEVATION (-5 -� ELEVATION roof live ....................30 psf
6 3.WIND LOADS; basic wind speed (v)=130 mph
SCALE: 1/4" V-10" importance factor (1) = 1.0, building catagory 2
A1.0 SCALE: 1/4" V-0" internal pressure coefficients .18 (enclosed)
pressures on componants and cladding: see structural notes AIR 00097
4.Materials; 02-21-2015
concrete; normal weight, min 3000 psi@28 days W/fiberrnesh reinforcement -
- - -------- - --
filbermesh; 1/2" monofilament, dosage; 3/4 lb per cubic yard -- - - - - - - - - - - - - - --- -
- - - - - - - - - - -
lumber; wood constructio in accordance with chapter 23 of the FBC
C) 0- -
tuds; spruce, pine, fir, mc19 #2
ill others; southern yellow pine, mc19, #2
- - - - - - - - - - - - - -
- - - - - - - - - - - - -
_41 ZI �xterior shear wall sheathing; all exterior walls are shear walls.
17 7/16"thick apa approved for all roof sheathing and wall panels
- - - - - - - - - - - - - -
CD
open open - - - - - - -
heathing fastening;
CX for wall and floor deck; fasten 7/16"thick sheathing 8d @ 6" - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
NEV CrVERED--
- - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - -
12"
on centers of supported edges(in the searns) and - - - - - - - - - - - - - - - - - - - - - - - - - - -
�D
on intermediate supports(in the field). reduce nail
< spacing to 4" on centers, around openings and along double cap plate
> - - ----- --
for roof: fri,sten 7/16' thick sheathing w/ 8d ringshank @ 6'oc & 8" field
_N7
- - - - - - - - - - - - - - - - - - - - - - -
framing anchors; noted on plans by "simpson" or engineer approved equal
threaded rods; astm a-301 - -- -- - -
KITCHEN SOUTH WALL - -- -- - -
ashers; astm f-436 - -- -- - -
ELEVATION -iuts; astm a 563. grade "a" hex
4
epoxy; Simpson strong tie cc product; set" adhesive ----------------------- Uj
A1.0 SCALE: 1/4" V-10"
<
-- - - - - - - - - -
- - - - - - - - - - -
Cc
> 0
_j
f-r H
77
EXISTING EXISTING C)
SWITCH CARPORT ROOF
220 VOLT OUTLET - 12" AFF unless noted H <
DUPLEX OUTLET - 12" AFF unless noted —j Uj
rr
DUPLEX OUTLET - ABOVE COUNTER
.&GFCI GFCI OUTLET
TELEPHONE OUTLET. Uj CO Cj
TV > TV OUTLET Lo
0 Z
HB HOSE BIBB Cn r,-s <
NEW COVERED ROOF PL U) _j
WALL MOUNTED FLOOD LIGHT FIXTURE PATIO 3 AN Uj
_4 SCALE: 1/8" V-10"
FLOURESCENT LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
CEILING MOUNTED LIGHT FIXTURE E
0
0 CEILING MOUNTED EXHAUST FAN 2X8 6X6 COLUMN 6X6 COLUMN
F 6X6 COLUMN— A. )(8 BEAM
2X8 2X8 COL ARBEAM
REMOVE POR FION OF TRIVIEW SURFACE MOUN FED 2X8 2X8 COL R BEAM 2X8
CEILING MOUNTED FAN W1 LITE EXISTING WALL AS NOTED TRIPLE MEDICINE CABINEF
FOR NEW DOOR AND SIDE�IGH T SEN11RECESSED
39'-0"
—7 2X8 COLLAR BEAM
TIE DOWN NOTES(SIMPSON): 2X8 2X8
REMOVE EXISTING DOOR
AND INFILL TO MATCH RAFTER TO RIDGE:H 8 J
0 COMBINATION SMOKE DETECTORjAND 9'-0" 4'-0 191-0" ADJACENT WALL 16'-0" _7 RAFTER TO PLATE: H 8 2X8 2X8 COL R BEAM 2X8
6X6 POST TO BEAM: H 8
SID CARBON MONOXIDE DETECTOR OGFCI 00
C X 2X8 COL AR BEAM
i. N— 2X8 2X8 ALTHOUGH EVERY ATTEMPT HAS BEEN MADE IN THE
> 6X6COLUMN PREPARATION OF THESE FORMS AND PLANS TO AVOID
vzze)rzZ� _ 6X6COLUMN MISTAKES, THE AKER CANNOT GUARANTEE AGAINST HUMAN
GF Cl �<o ERROR. NEITHERMTHIS PLAN, NOR ANY PORTION OF THIS
31)0 _R 6X6POSTTOCONC.BASE: ABE66 CN
2X8 2X8 COLI %R BEAM 2X8 PLAN SHALL BE COPIED, REPRODUCED, MODIFIED OR
J < TRAN�FERRED WITHOUT WRITTEN CONSENT < UNDER FS
0 RAFTER TO RIDGE: LUS28 HR5490 OF THE ARCHITECTURAL DRAWING ACT OR ITS EQUAL
COO ER U-1 LU ). THE CONTRACTOR, BUILDER AND / OR OWNER SHALL CHECK
F 00 t GO AND VERIFY ALL APPLICABLE CODES, LAWS, SIZES,
RAFTER TO RIDGE:A 35 00 2X8 2X8 COLI AIR BEAM 2X8 OD DIMENSIONS, DETAILS, QUANTITIES, FINISHES, ETC, AND
FOR THE SAME. THE
PANTpy) RANGE SHALL 13E TOTALLY RESPONSIBLE
IN MASTER BATH-w RAFTER TO BEAM:H 8 04 CONTRACTOR IS URGED TO COMPLETELY REVIEW ALL
/0 E INTENDED ORK WITH THE OWNER AS THERE WILL BE NO
Al . CHANGE OR`DERS APPROVED OR ACCEPTED BY THE OWNER
T1 X 9'3" 2X8 AJR BEAM
2X8 COLI 2X8
W/b RAFTER TO VALLEYBOARD:A35 BASED,.ONU'NOT SHOWN ON THE PLANS,OR 'MISTAKE ON THE
F RTHER THE ER N R A
PLANS OWN A 0 / R CONTRACTO S LSO
AGREE TO COVER ANY AND ALL LEGAL FE S, EXPENSES,
STACKEI, VALLEYBOARD TO TRUSS: AWARDS, ETC. ARISING FROM ANY PROBLEMS OR LITIGATIONS.
_1 VISUAL CONTACT WITH THESE DRAWINGS CONSTITUTE
DINING KITCHEN BATH 2X8 COLLAR BEAM 2X8
L N 6 131"DIAM.X 3 1/4"RINGSHANK NAILS PRIMA-FASCIA EVIDENCE OF THEACCEPTANCE OF THESE
0 NEW COVERED -OLUMN CONDITIONS.
S FR 2'0"BI FOL REMOVE FOR HON OF SEE WALLSECTIONS FOR ADDITIONAL 6X6 COLUMN PATIO
A! T "I -
LAUNDRY EXISTING WALL AS NO FED TIE DOWN INFORMATION 2X8 DO 2X8 COL AR BEAM 2X8
LINEN F REVISIONS:
DESCHIPTION
GjFCI 2X8 2X8 COL R BEAM 2X8
Sl K6/1 WALK IN
W 0 X
CLOSET 4 (N j BX6�OLUMN
57"X 510" F L6X6 COLUMN2X8 2X8 COL�AR BEAM 2X8
2Xa—2X8 13EAM 2X8
I PHASES:
M
BAT_F<r
2X8 2X8
WALLMOUNIFED pp El CM
SCONCE Li HE CM
OCKET DOOR
FIXTURE 0 2X8 2X8
2X8 2X8
OF
0 0
SID SID
EXISTING 2X8 2X�8_�x��
CARPORT I I
WALL MOUNfED CLDSET 2X8
SqONCEL1rE
FIXTURE
L)VING ROOM BEDROOM MASTER BEDROOM
0 0
Al mO
(_2 ROOF FRAMING PLAN
REV tSED FLOOR PLAN SCALE: 3/16" V-0"
O'D
CO
<
F
X r=r:
pmn� X
Er\/x
LE ATION
S L
J/ = 1,_O_
CA EV
AR 00097
02_21--2015
LEVATI( Rz-
SCALE. J/ 1,_
18
-X8:Ct0LAR B7EAM
'X8 COL RB AM
2X8 0
::�]CO LL rA
2X8
10 E
NING -CHEN EtN
WF:R 2 1 F.1
LLINEN
A1.0 SCALE: 1/4"= T-0" CONSTRUC, ION DOCUMENTS 11 - 11 -14
A C T
2X8 COLLAR BEAM
AT EACH RAFTER
ANCHOR W/112" 12 A R CH I T CC T S
THRU BOLT 5"LONG
2 .15 FIBERGLASS SHINGLES AND
159 FELT ON 1/2"OSB DECK
6903 ATLANTIC BOULEVARD
METAL EAVE TRIM CONT. JACKSONVILLE, FL 32211
ph 904.721.1771
fx 904.724.1171
1/2"PLYWOOD SOFFI r www.actarcWtects.com
W/BA FTEN TRIM AT SIMPSON H8 STRAP
2X8 RIDGE BEAM ALL JOINTS ANCHOR
CONT. AT EAGFTAF f Ef� 1 X 4 SUB FASCIA BOARD
2X8 COLLAR BEAM 3-2XN7A 2 X 8 FASCIA BOARD
AT EACH RAFTER
FIBERGLASS SHINGLES AND SIMPSON 118 STRAP
ANCHOR Wl 1/2"
THRU ROL r 5"LONG12 15#FELT ON 1/2"OSB DECK ANCHOR
A r EACH POST
-------------------- 2.5
6X6 DIAGONAL BRACE
ANCHOR W1 1/2"DIAM. i 6X6WOODCOLUMN
—--------------- LAG E30LT 8"LONG AR 0009774
------------------
TOP AND BOT TONI
AT EACH POST 02-21-2015
112"PLYWOOD SOFF1 F
W/BAT HEN TRIM AT
ALL JOINTS
6X6 DIAGONAL BRACE
ANCHOR W/1/2"DIAM.
LAG BOL F 8"LONG
TOP AND BOTTOM
AT EACH POST
6 X 6 WOOD COLUMN
uj
<
SIMPSON ABE 66 -
PC S f BASE ANCHOR-
EACH COLUMN
r+_
GRADE GRADE uj
LLJ >
POURED 4" (JONCRCTESLA wl C)
POURED 4" CONCRETFSLAB W/ fT U-
IOX10 4
1AX1.4 1OX10 WVVF 1AX1.4 F
N
245 BARS T.
rr co
--c%p <
COVERED PATIO SECTION PATIO WALLO�r_, CTION uj
SCALE: 1/21, -01, SCALE: 3/4" V-0", < In
uj U) ci
C 0
f) <
cf)
24'-0" 19'-0"- 4'-0" UJ
7
2
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
12
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2.5)
7
CD
L--------i
-co
ALTHOUGH E E Y ATTEMPT HAS BEEN MADE IN THE
V
i PREPARATION OF THESE FORMS AND PLANS TO AVOID
MISTAKES, THE MAKER ANNOT GUARANTEE AGAINST HUMAN
ERROR, NEITHER THIS P:LAN, NOR ANY PORTION OF THIS
PLAN�F SHALL BE COPIED, REPRODUCED, MODIFIED OR
7 TRAN ERRED WITHOUT WRITTEN CONSENT ( UNDER FS
HR5490 OF THE ARCHITECTURAL DRAWING ACT OR ITS EQUAL
). THE CONTRACTOR, BUILDER AND / OR OWNER SHALL CHECK
AND VERIFY ALL APPLICABLE CODES, LAWS, SIZES,
DIMENSIONS, DETAILS, QUANTITIES, FINISHES, ETC, AND
SHALL BE TOTALLY RESPONSIBLE FOR THE SAME. THE
COMPLETELY REVIEW ALL
4 CONTRACTOR IS URGED TO
INTENDED WORK WITH THE OWNER AS THERE WILL BE NO
CHANGE ORDERS APPROVED OR ACCEPTED BY THE OWNER
BASED ON 'NOT SHOWN ON THE PLANS' OR ,MIS TAKE ON THE
PLANS'. FURTHER THE OWNER AND / OR CONTRACTORS ALSO
4'-4" AGREE TO COVER ANY AND ALL LEGAL FEES, EXPENSES,
AWARDS, ETC, ARISING FROM ANY PROBLEMS OR LITIGATIONS.
I VISUAL CONTACT WITH THESE DRAWINGS CONSTITUTE
PRIMA-FASCIA EVLDENCE OF THEACCEPTANCE OF THESE
CONDITIONS.
24'-0" (_3 EAST ELEVATION NORTH ELEVATIb
_10N REVISIONS
SCALE: 1/41, 11-01, SCALE: 1/4" V-0" 1 DESCRIPTION
12
- - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -- - - - - - - - - - _T- D::, -,
[:::PHASES:
cm
0 F
CD
00
Al mO
WEST ELEVATION SOUTH ELEVATI 6N
SCALE: 1/4" V-0" SCALE: 1/4" V-0"
CONSTRUCTION DOCUMENTS 11 -11 -14