HomeMy WebLinkAboutREV. Floor PlanDEMOLITION NOTES:
I VERIFY LOCATION OF ALL NEN NALL5 PRIOR TO REMOVING ANY
EXI5TIN5 CONSTRUCTION.
2. VERIFY ALL BEARIN6 CONDITIONS PRIOR TO REMOVAL OF ANY
WALLS.
3. PROTECT ALL EXISTIN& AREAS THAT ARE NOT TO BE DISTURBED.
4. ALL WORK SHALL BE DONE IN ACCORDANCE KITH ALL LOCAL
CODES AND ORDINANCE5.
5. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO
STARTING WORK. IN CASE OF ANY D15CRIPANCIE5 BETVeEN THE
PLANS AND EXI5TiNG FIELD CONDITIONS, NOTIFY THE ARCHITECT
IMMEDIATLY.
NEN 2-54 SH.
X Ij" STORE DR. '40Z-55.8 P517. TO REMAIN
(TEMP. 6LA55)'
+402/-53.5 P5F.
REV. FLOOR PLAN
EXI5T6.
NINDON
TO REMAIN
EXIST6.
WINDOW
TO REMAIN
EX15T6.
WINDOW
TO REMAIN
DESIGN M"FIGAMIN FOR WIND LOAD
G0IlI"MIA4NGE:
STA7!'M We
I CERTFY THAT, TO THE BEST OF MY KNOYLID6E AND BEAM, THESE PLANS AND
SPECIFICATIONS HAVE BEEN DESI&DED TO COMPLY WITH TFE APPLICABLE STRI1GTLWAL
PORTION OD THE BUILDING CODE AS ANENIDED, ADOPTED, AND ENFORCED BY ST. LUCIE
COUNTY BUILDING DEPARTMENT. d ALSO CERTIFY TWAT THE STRUCTURAL COMPOFEr1T5,
SYSTEMS. AND RELATED ELEMENTS PROVIDE ADEQUATE RC515TANCE TO THE WIND LOADS
AND FORCG-5 SPECIFIED BY TI r. CURRENT CODE PROVISIONS. I FERRY ACCEPT
RESPONSIBILITY FOR THE STRLIOTLRAL. DESI&N.
VNIM FXPAWMIM slid A NOM.YS&
CODE EDITIONS: 2014 FLORIDA BUILDING CODE
5 EDITION (RESIDENTIAL)
ASC.E T-10
2011 N.E.C.
BUILDING DESIGN AS: ENCLOSED
BASIC WIND SPEED: WEST OF TURNPIKE
EAST OF TURNPIKE X __
BUILDIN6 CATE60RY: I II X III —IV
WIND IMPORTANCE 1.0
FACTOR:
INTERNAL PRESSURE .15
COEFFICIENT:
&ARA&E DOOR SEE FLOOR PLAN FOR WIND
DESIGN PRE55URE: PRESSURE'
WINDOW DESIGN
SEE FLOOR PLAN FOR WIND
PRESSURE:
PRE55LRE-5 FOR NINDON5 AND
DOORS IN INT. AN REND ZONES
WIND SPEED
1'10 MPH,
EXPOSURE:
G
IMPACT PROTECTION
APPROVED SHUTTERS
(EXTERIOR
—
OPENIN65):
IMPACT RESISTANT X
&LASS
(MUST BE INDICATED ON PERMIT DOCUMENTS FOR ALL RE-51DENTIAL /
COMMERCIAL BUILDIN&5, .ALTERATIONS, AND RENOVATIONS)
NOTE: ACTUAL DE516N PRESSURES FOR ALL EXTERIOR NINDON5, DOOR,
GARAGE DO(ARS, AND SIMILAR ENVELOPE ELEMENTS MUST AL50 BE
INDICATEDON CONSTRUCTION PLAN5.5
DEC 0 6 2017
PER 7a317TIi,K:
St. Lucie CCLM,y, FL
S L1(S•
RFVr,WED FOR C7, T • NCE
zti.vlE�;.rr ��a
DATE _
PLA.'NS 1 ,"1) -�ZT c -v K2 PT ON JOB
OR NO INSPECTION lN'ILL SE XADE.
DRYWALL ON 1' x 2' PT •
16" OCR -
SA INsj-
IX4 PT
CALLK
SILL
ALUM. WINDOW FRAME ON
I'X3' PT. AW-HORED TO
CONC. ELK. WALL MV 1/4'
TAPCON SORE
( MIN 3' LONG )
CN.LK
5T1LC0 FIN5H ON CONC.
I� WINDOW JAMB DETAIL
SCALE 3.4' . I''-W
PATCH EXISTS. DRYWALL
TO MATCH EXIST&.
R-510 INSTIL,
2' X PT. PT, SOLID WOOD
BLOCKIN& ANCHORED TO
CONC. WAIL W/ J" TAP
CON SCREWS AT 12' OC.
ALUM. WINDOW FR.AHE ON
I'X 5' P7. ANG+ORED TO
CONC. ELK. WALL W/ 1/4'
TAPOON 5CAM45
( MIN 5' INTO COW.)
5TK.C.O FINISH ON
COW- BLK-
02 WINDOW JAMB DETAIL
SCALE 5.4' • 1'0"
PATCH EXtST&. DRYWALL
TO MATCH EXISTS.
R-3D INST_
I'X4' PT.
OAILK
2 X WOOD DOOR JAMB t
LL
HEADER ON IX4 PT. ELKS
ANCHORTO COW-. ELK.
W/ 114' LONS) SCREWS
MIN. 4' LONS
DOOR WITH WOOD JAMB. FW
1 1/2' PAIR OF 8VTT HINSES
STUOC.O FINISH ON
Cow— BLJC
® DOOR JAMB DETAIL
SCALE 3.4' . 1'-0"
&ARY
FOWELLL.
ARGHITECTURE
AND
PLANNING
16 SOUTH RIVER
ROAD
SEWALLS POINT,
FL. 541%
OFFICE:
-M2-225-1755
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DATE
NOV. :SO, 201-7
SCALE
AS NOTED
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CEALEO FASTENERS OR ATTACHMENTS
ARE THE rRE IqtIjyor
CONTRACTOR OF R65ARI)
'�RE$i! PLANS AN6 ALL PROPOSED WORK
Afi T S
Ll"nGb BY FIELD INSPECTORS THAT
. t CIESSARV IN €URDLR TO
COMPLY WITH ALL A"UOAQIA E31;. r)g&
A -I
1 OF
-LJ
SCALE: 1/4" = 1'-0"