HomeMy WebLinkAboutREVISED FLOOR PLANEX I STC�. WOO1
DEC,< 5E I NCB
REMOVED, RE
,AND EXTENDF
I I
I 1
I I
r -
DEMOLITION PLAN
22' COMMON USE R4N
of
NE
DE < REFLAG NC7 N.'101/e,30'00"E.
AN EXTEND I NCB 10.44 FND..
5/a"
I.B. NO I.D.
EXT-ENTOF EX.
DNEA E K E3EINCr STARS EXISTG.
RE OVEN m CONG.
O I/4" D R I X\/E
LJ
z
iJ
5' 8
FND. 5/
I.B. NO I
8'-0 1/2"
S I TE PLAN
LOT 661
EXISTS. ONE STORY DWELLING
REMOVE
STAIRS
SCALE: I/a" = I'-0"
BEARING BASE N.70%830'00"E.
:�
DEMOLITION NOTES:
I VERIFY LOCATION OF ALL NEW WALLS PRIOR TO REMOVING ANY
EXI5TIN& CONSTRUCTION.
2. VERIFY ALL BEARIN6 CONDITIONS PRIOR TO REMOVAL OF ANY
WALL5.
5. PROTECT ALL EXISTING AREAS THAT ARE NOT TO BE DISTURBED.
4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL
CODES AND ORDINANCES.
5. VERIFY ALL EXISTING CONDITIONS AND DIMEN51ON5 PRIOR TO
STARTING WORK. IN CASE OF ANY DISCRIPANCIE5 BETWEEN THE
PLANS AND EXI5TIN6 FIELD CONDITIONS, NOTIFY THE ARCHITECT
IMMEDIATLY.
FND. 5/a"
I.B. NO I.D.
LOT 660
DESIGN MRTIFIGATION FOR WIND LOAD
GOMPLIA M&
WATS42Ws
I CERTIFY THAT, TO THE BEET OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND
SPECIFICATIONS HAVE BEEN DE516NED TO COMPLY WITH THE APPLICABLE STRUCTURAL
PORTION OD THE BUILDING CODE AS AMENDED, ADOPTED, AND ENFORCED BY 5T. LUCIE
COUNTY BUILDINI6 DEPARTMENT. I ALSO CERTIFY THAT THE 5TRUCTURAL COMPONENTS,
SYSTEMS. AND RELATED ELEMENTS PROVIDE ADEQUATE RE515TANCE TO THE WIND LOADS
AND FORGES SPECIFIED BY THE CURRENT CODE PROVISIONS. I HERBY ACCEPT
RE5PON94BILITY FOR THE STRUCTURAL DE516N.
DIMM P A CTM AND ANALYIS+
CODE EDITIONS: 2011 FLORIDA BUILDIN6 CODE
(6 EDITION)
A5CE T-10
BUILDING DESIGN AS: ENCLOSED
BASIC WIND SPEED: WEST OF TURNPIKE____
EAST OF TURNPIKE_X
BUILDING CATEGORY: I II X III IV
WIND IMPORTANCE 1.0
FACTOR:
INTERNAL PRESSURE .15
COEFFICIENT:
GARAGE DOOR SEE FLOOR PLAN FOR WIND
DESIGN PRESSURE: PRESSURES
WINDOW DESIGN SEE FLOOR PLAN FOR WIND
PRESSURE: PRESSURES FOR WINDOW5 AND
DOORS IN INT. AN DEND ZONES
WIND SPEED 170 MPH.
EXPOSURE: C
IMPACT PROTECTION APPROVED 5HUTTER5
(EXTERIOR
OPENINGS): IMPACT RESISTANT X
&LASS
(MUST BE INDICATED ON PERMIT DOCUMENTS FOR ALL RESIDENTIAL /
COMMERCIAL 5UILDIN65, ALTERATIONS, AND RENOVATION5)
NOTE: ACTUAL VES16N PRESSURES FOR ALL EXTERIOR WINOOW5, DOOR,
GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS MUST ALSO BE
INDICATEDON CONSTRUCTION PLAN5.5
odO0410
o
5�:
GAR)'
POINELL
ARCHITECTURE
AND
F'LANN I N6
16 SOUTH RIVER
ROAD
5EWALLS POINT,
FLORIDA 34aa6
OFFICE
'1'12-223-1-755
EMAIL:
GARYPOWELLARCHO
BELLSOUTH.NET
z
O
p
>
4
a
I
LI
I
Q
00
z
IL
N
UJ
0
O
t
tu
p
z
f
d
�
z
DRAWN BY
WGP
CHEGKED BY
WGP
DATE
JULY 31, 2018
SCALE
AS NOTED
JOB NO.
la
REVISIONS:
A�i
SCALE: I/a" = I'-0"
SCALE: 1/4" = I'-0"
TYP. 6" X 611—
PT. POST- SEE
SECTION FOR
ANCHORAGE
N
r
n
m
V
42" H. ALUM.
RAILING W/
PICKETS SPACED
MAX 5.-W CLEAR
AND BOTT. RAIL
MAX. 2" AFF.
PROVIDE ALUM. —
POST ANCHORED
TO DECK AT 4'-0"
Or,. YV (4) X 5"
LA6 BOLTS
(2) 2" X a. PT. —
WOOD
2" X 4" PT.I
WOOD TRIM
m
2" X 6" PT.
OD DIG. AT
EVERY OTHER
JOIST- ANCHOR
WITH J" X 5.25'
5.5. WOOD
SCRE45
(2) 2" X 12" PT.
WOOD BM
ANCHORED TO
6" X 6" PT.
WOOD P05T Yq
1 (2) P THRU
BOLTS AT EA4,H
POST
2" X 5" PT.
ANCHORED TO
EX15T6. SLAB
N. (2) J" X (0"
EXPANSION
BOLTS 16
EX15T6. STEM
NALL
EX15TG. SLAB
AND FOOTING
UND,47ION PLAN
SCALE: 3/8" = P-O"
LU526 JOIST SEAT
ANCHOR YV (4) IOD X 1�"
IN JOIST AND BM.
T5-16 STRAP
ANCHOR W. (14) I60 . X 6" PROVIDE
X NAIL5 AT EACH COMP051TE FLA5HIN6 AND
J015T T BM.
CONNECTION DECKING FLA5HICOUNTER
---------- ------------------------- j ----------------------------------------
SECT 1 ON A
2" X 5" PT. WOOD
JOISTS AT 16" OC.
66Z W/ (2) J"
THRU BOLTS (COL) EXISTG. CONC.-
4 1" X 6" SLAB TO REMAIN
° EXPANSION BOLT
INTO CONIC.
t•XIST6. 1000TIN6
SLAB TO REMAIN
(20 2" X all PT. LED6ER-
ANCHORED TO EXISTG/
FLOOR STRUCTURE A? (J"
THRU BOLTS AT 10" 00.
5TA66ERED
u
6-51/2" 4' 1 .10"
" X b" PT. OOD
IG. AT EV RY
A
if
THER J
5T-
ANCHO
WITH 4" X
3.25" .S.
NOOD
c0
50RE 5
m II III II
II II
(2) 2" X 12" PT. II III II
HOOD BM. It III I
--------------
\\ ,
05T- SE
N�4
ECTION OR
ry 0 \ y `\
---
------ ____J
I
T1'P) ) 2" X 8" PT.
LEDGER NCHORED TO
�x� `\
` `` i EXISTG/ FL OR
STRUOTURE (`�" THRU
BOLTS AT IS"
`\ `\ STAGGERED
-
IL
------_____
(2) 2" X b"
COMP051 TE
TREADS
(2) 2" X 12" PT.
STRIN6ER
(TYPJ PROVIDE
FLA5HIN6 AND
COUNTER
FLASHING
N
1�;INRE\/15ED DEC< FRAMING PLAN
SCALE: 3/8" = I'-0"
EX15T6. WOOD
FRAME HALL TO
REMAIN
EXISTG. WOOD
FLOOR SYSTEM
TO REMAIN
EXI5T6. STEM
WALL TO REMAIN
S. I'OOTI NA
TO REMAIN
TOP RAIL 54"
ABOVE FIN.
TREAD
54" H. ALUM.
RAILING Vl/
L'JGK�S.S-52.O.GED-
MAX 5.15" CLEAR
2" X 6°
4
COMPOSITE
TREADS
ry
r
Q
2" X 6" PT.
ANCHORED TO
�
EXISTG. SLAB W.
N
(2)All X6°
EXPANSION BOLTS
IN
SECTION E3
5 (2) 2" X 12" PT.
STRIN&ER5
42" H. ALUM.
RAILING W/
PICKETS SPACED
MAX 5.15" CLEAR
AND BOTT. RAIL
MAX. 2" AFF.
2" X b"
COMPOSITE
DECKING
2" X W PT. WOOD
JOISTS AT 16" Or,
LU526 JOIST SEAT
ANCHOR W/ (4) IOD X 11"
IN JOIST AND BM.
RECEIVED
AUG 2 9 j,5
J`T WGIG County, Permitting
&AR*"r
FOYAELL
ARCHI TI=GTURE
AND
PLANN I N6
I6 SOUTH RIVER
ROAD
SENALLS POINT,
FLORIDA 54496
OFFICE
772-223-1755
FAX
772-223-9g43
EMAIL:
GARYPONELLARCH®
BELLSOUTH.NET
NE
to
11
r
z
°
>a
~
J
ZQ
�
Q
zQ
N
W
to
O
�
l
w
JU
�
o
z
�-
�
z
DRAWN BY
N6i'
OHECKED BY
W6P
DATE
JULY 5112015
SCALE
AS NOTED
JOB NO.
IS
REVISIONS:
,4-2
SOALEI 5/4" = 1'-0"
SCALE: 5/4" = I'-0"
2OF-2