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EXI5TIN6
(2)2x12 PT LEDGER FASTENED TO
CONCRETE HALL H/ (10) DIA HEDGE
ANCHORS 6' FROM EACH END 4 12 O.G.
H/4" MIN EMBED. TYP.
EXI5TIN6 GONG HALL.
SIMPSON LS02 STRINGER CONNECTOR
H/(6)IOd NAILS TO LEDGER 4 01) IOd x
1-1/2" NAILS TO STRINGER
LUMBER USED SHALL BE SP 02 OR
BETTER ALL LUMBER EXPOSED TO
HEATHER SHALL BE PRESSURE TREATED
OR RATED FOR EXTERIOR USE.
SECTION @ STAIR
SCALE :1" =1'-O"
GENERALNOTES
I. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY
PER FLORIDA BUILDING CODE.
2. CONSTRUCTION SHALL FOLLOH THE FLORIDA BUILDING CODE AS ADAPTED
BY THE COUNTY AND ALL APPLICABLE AMENDMENTS.
5. BUILDER SHALL COORDINATE ALL THE HORK OF ALL TRADES
4. BUILDER SHALL REVIEH DRAHIN65 IN THEIR ENTIRETY BEFORE STARTING
HORK. THE BUILDER SHALL ACCEPT FULL RE5PON5ABILITY FOR ANY ERRORS
OR OMISSIONS NOT REPORTED IMMEDIATELY IN hRITIN6 TO THE ARCHITECT.
BACKCHAR6E5 HILL NOT BE ACCEPTED. DO NOT SCALE DRAHIN65.
5. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRACING OF 5TRUCTURAL OR
NON-STRUCTURAL MEMBERS DURING CONSTRUCTION.
FRAMING NOTES
I. STRUCTURAL HOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER
CONSTRUCTION MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER
CONSTRUCTION.
2. ALL HOOD IN CONTACT WITH MASONRY, CONCRETE OR BELCH FIN FLR ELEV.
SHALL BE PRE59JRE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR
BARRIER BETHEEN THE CONCRETE OR OTHER CEMENTITOU5 MATERIALS AND THE
HOOD A5 PER CODE.
5. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND
BRID61N6 USED DURIN6 ERECTION OF TRUSSES AND 5TR14TURAL SLABS TO
PREVENT COLLAPSE OR DAMAGE.
4. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL
PROVIDE ALLOHABLE STRESS VALUES OF 1200 P51 IN BENDING FOR A SINGLE
MEMBER USES. 40 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES
ELASTICITY OF IWO KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER
6RADIN6 AGENCY.
S. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PR06RAM. TYPE TO BE
CRF 1126 1-1/2" LON6 AND .120' DIAMETER U.N.O.
LOAD SCHEDULE
LOCATION LIVE DEAD PARTN TOTAL
DECK 40 20 10 60
HIND. -
ULTIMATE HIND SPEED = PTO mph.
NOMINAL HIND SPEED = 152 mph.
RISK CATA6ORY = II
STRUCTURE DESIGNED AS OPEN
EXPOSURE CATEGORY = D
ROOF DEAD LOAD FOR HIND
DESIGN TAKEN AT 10 p3.P.
Nam: THIS STRUCTURE 15 DESIGNED IN
ACCORDANCE WITH CHAPTER 16 OF THE
FLORIDA BUILDING CODE AND A50E.
EXI5TIN6 RE51D FLR A-\
NOTE:
RISERS ARE MAX 1-5/4'
TREADS ARE 10' MIN. DEPTH
6.0. TO VERIFY ALL FINAL
HEIGHTS IN THE FIELD BEFORE
CONSTRUCTION.
P.T. 4x4 P05T5 BARED 50' INTO SOIL
COMPACTED. SECURE 5TRIN6ER TO POST
W(2) V2" x 4" LIS. LA66
BULKHEAD
FL OOD ZONE INFORIVA TION
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PROPERTY LOCATED IN FLOOD ZONE: "AE"
BASE ELEVATION: 8.0
COMMUNITY & PANEL NO: 120285-0311-H
DATED: 06/30/1999
STREET ADDRESS."
MIN. SETBACK REQ
44 NETTLES BLVD. FRONT
SIDES CNRJENSEN BEACH, FLORIDA 34957 REASAOIIPDES—
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LEGAL DESCRIPTION
LOT 44, SECTION 2, NETTLES ISLAND, ACCORDING TO
THE PLAT THEREOF, RECORDED IN PLAT BOOK 16,
PAGE(S) 1, 1A THROUGH 1J, PUBLIC RECORDS OF ST
LUCIE COUNTY, FLORIDA
D FOR
PLIANCE
//4' - 1'-0" AN.0)
19-029 . MOE
M ENGINEERING ASSOCIATES INC.
lEngrneering &Cart Segregation
O AVENUE OF CHAMPIONS
SUITE 260
BEACH GARDENS, FLORIDA 33418
WWW.QE SSOCIATES.COM
Shawn M. Stambaugh, PE
FL UC. 61850 - CA 26210
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project
drawing
SITE PLAN ,
FLOOR PLAN &
DETAILS
SCANNED
BY
St. Lucie County
THESE PLANS CONFORM TO FBGR - 201-1 , 6TH EDIT.
APR 12 2019