HomeMy WebLinkAboutFLOOR PLANEXISTS. ROOF AND
CEILING TO RMAIN
FEW 1/2" DRYWALL ON -
NEW 2" X 4" WOOD
51VD5 AT 16" OC.
PROVIDE SIP-4 STUD TO
PALTE ANCHORS YV (b)
IOD X 1 1 /2" NAILS
NEW 2"X 4" PT. TOP -
PLATE W/ }" X 4" TAP
CON SCREWS AT 12" OO
NSW 2" X 4" AT
POINT OF WALL
NEA 1/2" DRYWALL
NEW 2" X 4" WOOD
57UDS AT 16" OC.
NEW 2"X 4" PT. SOTT.-
PLATE YV 4" X 4" TAP
CON 501REW5 AT 12" Or,
PROVIDE SP-4 STUD TO
PALTE ANCHORS W/(6)
100 X 1 1/2" NAILS
EXI5TG. GONG.
AND SLAB TO
REMAIN
EXISTS. CONO, BM.
TO REMAIN
EX15T6. INSULATED
WALL TO
REMAIN -FIELD VERIFY
EXISTS. VINYL SIDING
ON 50 LB. FELT ON
5/6" COX. PLYWOOD
SHT6. ON 2" X 4"
WOOD STUDS AT
16"OC.
EXISTS, ROOF ANI
CEILING TO RMAIN
NEW 1/2" DRYWALL ON -
NEW 2" X 4" WOOD
STUDS AT 16" OC.
PROVIDE SP-4 STUD TO
PALTE ANCHORS W/ (b)
100 X 1 1/2" NAILS
NEW 2"X 4" PT. TOP -
PLATE YV #" X 4" TAP
CON SCREWS AT 12" OC
NEW 2" X 4' AT
POINT OP WALL
PROVIDE SP-4 STUD
PALTE ANCHORS A/i
100 X 1 1/2" NAILS
NEW 1/2" DRYWALL C
NEW 2" X 4" WOOD
STUDS AT 16' OC.
NEW 2"X 4" PT. BOTT.-
EXI5T6. 2" X4" PT. TO
PLATE W/ J" X 4" TAP
REMAIN
CON 5CREW5 AT 12" OC-
PROVIDE 5P-4 STUD TO
PALTE ANCHORS YV (6)
1017 X 1 1/2" NAILS
EXISTS. PAVER WALK TO
REMAIN
EXISTS. CONIC.
AND SLAB TO
REMAIN
EXISTS. CONC. 5M.
TO REMAIN
EXISTS. INSULATED WALL TO
REMAIN -FIELD VERIFY
ALUM. WINDOW FRAME ON 2 2X6"
ANCHORED TO WALL W/ 5/16" X 4"
WOOD 5CREW5 ®12' 04.
BY WINDOW
EXIST& VINYL SIDING ON
50 LB. FELT ON 5/6"
COX. PLYWOOD 51-1T6. ON
2" X 4" WOOD STUDS AT
16'OC.
EXISTS. 2" X4' PT. TO
REMAIN
EXISTS. PAVER WALK TO
REMAIN
EXISTS. ROOF
CEILING TO RP
NEW 1/2" DRYWALL ON -
NEW 2" X 4" WOOD
5TUD5 AT 16" OC.
PROVIDE 5P-4 STUD TO
PALTE ANC IOR5 N (6)
IOD X 1 1/2" NAILS
NEW 2"X 4" PT. TOP -
PLATE W/ #' X 4" TAP
CON 51-REPG AT 12" OC
NEW 2' X 4" AT
POINT OF WALL
NSW 1/2" DRYWALL
NEW 2" X 4" WOOD
STUDS AT 16' OG.
NEW 2"X 4" PT. BOTT.-
PLATE IV #" X 4" TAP
CON SCREWS AT 12" Or,
PROVIDE SF-4 STUD TO
PALTE ANCHORS NV (6)
IOD X 1 1/2" NAILS
EXIST6. CONIC.
AND SLA5 TO
REMAIN
EXISTS. CONC. ISM
TO REMAIN
-2 X WOOD DOOR JAMB 0 HEADER
ON IX4 PT. 5LK'G ANCHOR TO MALL
YV 1/4"X4" WOOD SCREWS 012" OC.
NSW ALUM. DOOR W/ 1 1/2" PAIR
OF BUTT HIN6ES
EXISTS. VINYL SIDING ON
50 LB. FELT ON 5/6"
CDX. PLYWOOD 5HT6. ON
2" X 4" WOOD STUDS AT
16"OC.
I, 0avpll
PAVER WALK TO
REMAIN.
DEMOLITION NOTES:
1 , VERIFY LOCATION OF ALL NEW WALLS PRIOR TO REMOVING ANY
EXI5TIN6 CONSTRUCTION.
2. VERIFY ALL BEARING CONDITIONS PRIOR TO REMOVAL OF ANY
WALLS.
3. PROTECT ALL EXISTING AREAS THAT ARE NOT TO
BE DISTURBED.
4. ALL WORK SHALL BE DONE IN ACCORDANCE NI
H ALL LOCAL
CODES AND ORDINANCES.
5. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS
PRIOR TO
STARTING WORK. IN CASE OF ANY DISCRIPANCI
S BETNEEN THE
PLANS AND EXISTING FIELD CONDITIONS, NOTIF
THE ARCHITECT
IMMEDIATLY.
EXISTS.
WINDOW
TO REMAIN
I r FLOOR FLAN
REMOVE EXIST6.
WINDOW AND
REOLACE WITH NEN
54 5H.I WINDOW
+40.2/-55.5 P5F.
REMOVE EXISTS.
WINDOWS AND
REOLACE WITH N
(2) 54 5H. NINDO
+40.2/-55.6 PSF.
EXIST6.
WINDOW
TO REMAIN
REMOVE EXIST6.
WINDOW AND
REOLACE WITH NEW
54 SH. NINDON
+40.2/-55.5 P5F.
DMI&N GERTIFIGATION FOR WIND LOAD
GOMPLIANGE:
STATIIT4W,
I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND
SPECIFICATION5 HAVE MEN OM16NEII TO COMPLY WITH THE APPLICABLE 57RUCTURAL
PORTION OD THE BUILDINS CODE AS AMENDED, ADOPTED, AND ENFORCED BY ST. LUCIE
COUNTY BUILDING DEPARTMENT. I AL50 CERTIFY THAT THE STRUCTURAL COMPONENTS,
SYSTEMS. AND RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS
AND FORGES SPECIFIED BY THE CURRENT CODE PROVISIONS. I HERBY ACCEPT
RESPONSIBILITY FOR THE STRUCTURAL DESIGN.
V1118M F2FAA#CTM AM ARALYS&
CODE EDITIONS: 201i FLORIDA BUILDING CODE
& EDITION (RESIDENTIAL)
ASCE 1-10
2011 N.E.G.
BUILDING DESIGN AS: ENCLOSED
BASIC WIND SPEED: WEST OF TURNPIKE_____
EAST OF TURNPIKE_? __
BUILDING CATE60RY: I II X III IV
HIND IMPORTANCE 1.0
FACTOR:
INTERNAL PRE55URE .15
COEFFICIENT:
GARAGE DOOR SEE FLOOR PLAN FOR WIND
DESIGN PRESSURE: PR-55URE5
WINDOW DESIGN SEE FLOOR PLAN FOR WIND
PRESSURE: PRE55URE5 FOR WINDOW5 AND
DOORS IN INT. AN DEND ZONES
WIND SPEED 1T0 MPH.
EXPOSURE: C
IMPACT PROTECTION APPROVED SHUTTERS
(EXTERIOR
OPENIN65): IMPACT RESISTANT X
SLA55
(MUST BE INDICATED ON PERMIT DOCUMENTS FOR ALL RESIDENTIAL /
COMMERCIAL 5UILDIN65, ALTERATIONS, AND RENOVATIONS)
NOTE: ACTUAL DE516N PRESSURES FOR ALL EXTERIOR WINDOWS, DOOR,
GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS MUST ALSO BE
INDICATEDON CONSTRUCTION PLAN5.5
SCNL
BY
St Lucie Count,.
NEW 1/2' DRYWALL ON NEW 2" X 4"
WOOD STUDS AT 16" OC.
CAULKING
SILL
ALUM. WINDOW FRAME ON 2 2""
ANCHORED TO WALL A/ 5/16" X 4"
WOOD WRENS 012" O.G.
CAULKING,
EXIST6. VINYL SIDING ON 50 LB.
FELT ON 5/5" CDX. PLYWOOD GHT6.
ON 2" X 4" WOOD STUDS AT IWOC.
EXIST6, INSULATED WALL TO
REMAIN -FIELD VERIFY
OI WINDOW JAMS DETA I L
5CALE 5/4"
NEW 1/2" DRYWALL ON PEW 2" X 4"
WOOD STD5 AT 16" OC.
CAULK
2 X ALUM, DOOR JAMB 6 HEADER
ON IX4 PT. BLK'6 ANCHOR TO WALL
W/ 1/4"X4" WOOD SCREWS @12" OC.
51- WOOD DOOR A/ 1 1/2" PAIR OF
BUTT HIN,5E5
CAULK
EXIST6. VINYL SIDING ON 50 LB.
FELT ON 5/6" COX. PLYWOOD SHT6.
ON 2" X 4" WOOD STUDS AT 16"OC.
:02 DOOR JAMS DETAIL
-G ' T 5/4" = I'_O"
SCALE: 114" = 1'-0"
ST. LITCTF rOUNTV PITLD DIVISION
RFVIFWEDFOR C0. E
CONCFALED FASTENERS OR ATTACHMENTS THESE PLANS AND ALL PROPOSED WORK 1r� VIA;1 ED BY
ARE THE RESPONSIBILITY OF THE ARE SUBJECT TO ANY CORRECTIONS PLANS AND PEfLMIT MfJST BE KEPT ON JOB
%JRACTOR OF RECORD REQUIRED BY FIELD INSPECTORS THAT OP NO I.'\s _�TION WILL BE NI_ADE.
MAY BE NECESIARY IN ORDER TO
Al : 'A"I :wu: r rrrrr
GARY
POINELL
ARCH 1 TECTURE
AND
PLANNING
16 SOUTH RIVER
ROAD
5EWALL5 POINT,
FL. 34gg6
OFFICE:
-772-223-1155,^%
Q
IL
fy
-I
IU
gg
-
IL
!L
O
}
iD
no
ILI
Z
<
Il l
Q
jl a
_l
olt
\QN
DRRAM BY
W6P
WGP
DATE
MAR'. C15, 2015
SCALE
AS NOTED
JOB NO.
15
REVISIONS:
0
I I OF
REOM&D
MAR 13 2010
FILE G S A V St.
I. LUcle C unty et '