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ATTACH 5TRINOM NY(2)1/2'
VIA x 4' L6. LAG 5GREN5iiii---����
INTO PT. 4x4
I
EXI571N6 P.T. 4x4 POSTS
TO REMAIN
ADD NEW P.T. 44 P05
INSIDE EASTIN S STRINGER'
UA-VER,j
NEW LUMBER USED SHALL BE 5P •2 OR
BETTER. ALL Lumm EW05M T01
HEATER SHALL BE PRESSURE TREATEDI
OR RATED FOR OR USE.
USE ON IN51PE POSTS HHERE POSTS OCCUR
' OVER SLAB
51MP50N ABA44 P05T BASE W/(6) IOd NAILS a — _ T1
TO P05T 4 (1) in DIA. WEDGE ANCHOR TO SLAB
MIN EMBED.
FND. 5/8"
I.B. NO I.D.
NOTE:
56' HIGH MIN. ALUMNIWM OR
WOOD HAND RAILING WITH
PICKETS SPACED TO RE.EGT
A 4' VIA SPHERE 4 PER
C-B.C-R 201167H EDIT.
6' a
Q x3'
EXISTING RESID MR
HEX
NOTE:
,CH
Ix
RISERS ARE MAX 1-3/4'
TREADS ARE 10' MIN. DEPTH
7Pn
6.G. TO VERIFY ALL FINAL
;0MI
VS RIE
E R
TYP.
HE16M IN THE FIELD BEFORE
1ae
AL A-2rMx7n
CONSTRUCTION.
ATTACH STRINGER W/(2)1/2'
VIA x 4' 1-6. LAG SCRSt 15
INTO PT. 4x4
° It
— LT —
A--\ SECTION @ STAIR
Al J SCALE :1" =1'-0"
THIS STAIR DETAIL COVERS ALL CONDITIONS FOR STAIR REBUILDIN6.
REUSE EXI5TIN6 DECK AND STRINGERS . ATTACH ALL NEW TREADS , RISERS
AND STRINGER PER DETAIL
LOT 820
FND. 5/8"
Q Nin 1 n
FND. 5/8"
I.B. NO I.D.
GENERALNOTES
I. TYPE OF CONSTRUCTION, CLA55 V, UNPROTECTED, GROUP R3 OCCUPANCY
PER FLORIDA 5UILDIN6 CODE.
2. GONSTRIXTION SHALL FOLLON THE FLORIDA BUILDING CODE AS ADAPTED
BY THE COUNTY AND ALL APPLICABLE AMENDMENTS.
4. BUILDER SHALL REVIEW DRAHIN65 IN THEIR ENTIRETY BEFORE 5TARTIN6
WORK. THE BUILDER SHALL ACCEPT FULL RE5PON5ABILITY FOR ANY ERRORS
OR OMISSIONS NOT REPORTED IMMEDIATELY IN YRITINS TO THE ARCHITECT.
BACCCHARCeS WILL NOT BE ACCEPTED. DO NOT SCALE DRAHIN65.
5. BUILDER 15 RESPON5IBLE FOR ADEQUATE BRACING OF STRUCTURAL OR
NON-STRUCTURAL MEMBERS DURING CONSTRUCTION.
LJ V V. I-J 'T . U —f ` I J
I
I
I
CDBEARING BASE S.7003000"W. 346.40' (P) 346.44' (E)
I
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22 ' COMMON USE 1?1W
I
I
FRAMING NOTES
I. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER
CONSTRUCTION MANUAL' AS PUBLISHED BY THE AMERCAN INSTITUTE OF TIMIBER
CONSTRUCTION.
2. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR BELOW FIN FLR ELEV.
SHALL BE FRE55LRE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR
BARRIER BETHEEN THE CONCRETE OR OTHER CEMIENITITOUS MATERIALS AND THE
WOOD AS PER CODE.
5. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND
BRID61N6 USED DURING ERECTION OF TF4WE5 AND STRUCTURAL SLAW TO
PREVENT COLLAPSE OR DAMAGE.
4. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL
PROVIDE ALLOWABLE STRESS VALUES OF 1200 P51 N BENDING FOR A 51N&E
MEMBER USES. 40 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES
ELASTOITY OF 1600 K51 OR BETTER, AS DETERMINED BY AN APPROVED LUMBER
6RADINI6 AGENCY.
CRF 1126 1-1/2' LANE AND .120' DIAMETER U.N.O
12 ' COMMON USE /V1W
S.70030'001;W.
34.64' (P)
173.20' (P)
LOAD SCHEDULE
DECK 40 20 10 6o
WIND:
ULTIMATE WIND SPEED = 110 m���ppk
NOMINAL A KIND
SPEW
II • 132 .T LE C
1
STRUCTURE DESIGNED AS OPEN REVIEWE
EXPOSURE CATEGORY = D CODE COM
ROOF MAD VESION TAKEN'ATT 100ppsP1ND ST. LUCIE I
NTHIS 5TRZTURE 15 DE516NED IN BOC
am;
ACCORDANCE WITH CHAPTER 16 OF THE
FLORIDA BUILDING CODE AND ASCE.
FND. 5/8 1,
I.B. NO I.D.
SET I. B. � S.0.45' E.0.2'
C-)-
Al
0
LOT 818
revisions
no. date
)PY
FOR designed
PAR
PAR
.IANCEdc
)UNTYchecked
55
date
4/9A9
sca l e
114' = r-0' OW)
job no.
I9-030 . DOH
LEGAL DESCRIPTION
LOT 819, NETTLES ISLAND SECTION 2, ACCORDING TO THE
PLAT THEREOF, AS RECORDED IN PLAT BOOK 16, PAGES 1, 1A
THROUGH I, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA.
PROPERTY LOCATED IN FLOOD ZONE: "AE"
BASE ELEVATION; 6,0
COMMUNITY PANEL NO,; 120285-0311-J
DATED: 02/16/2012
PROPERTY STREET ADDRESS;
819 NETTLES BLVD,
JENSEN BEACH, FL,, 34957
PREPARED FOR; MICHAEL & MARQUERITE DOHERTY
14.46' (P)
I.B. NO I.D.
QUA
QUANTUM ENGINEERING ASSOCIATES INC.
S&WAva/6hginee4 & c0jt &W7eg0h0n
300 AVENUE OF CHAMPIONS
SUITE 260
PALM BEACH GARDENS. FLORIDA 33 iS
www.QEA ATMc0M
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Shawn M. Stambaugh, PE
FL LTC. 61650 - CA 26210
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project
drawing
NOT FND. SITE PLAN ,
OOR PLAN &
SCANNED
BY
St. Lucie Count
THE; DE516N PROFE-55IONAL A55UME5 NO
LIABILITY FOR IMPROPER 5LOPE5, 6RADE5
OR MEASUREMENTS. ALL F16URE5 TO BE
VERIFIED BY A LICEN5ED GENERAL
CONTRACTOR IN THE FIELD BEFORE
CONSTRUCTION.
DETA
sheet
RECEIVED
APR I a Inin
IST. Luc' ' ..
of
THESE PLANS CONFORM TO FBC-R - 2011 , 6TH EDIT.