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STRUCTURE
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NOTES:
- RA
-TO BETER I1E TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER
SECTION R318 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION
U
- INI U 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS
REINFORCING STEEL (REBAR) REQUIREMENTS:\`
-MINIMUM GRADE 4o STEEL
-REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED:
-THE REBAR IS BENT COLD
-THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT
EXCEED 6-BAR DIAMETERS: AND
=REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD
BENT EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO ALIGN WITH
A VERTICAL CELL THESE REBAR MAY BE BENT NOT TO EXCEED TO
SLOPE OF 1" HORIZONTALLY TO 6" VERTICALLY.
-COVER:
-3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND
PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, AND 1 " ELSEWHERE.
REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR
DISTANCE OF N" FOR FINE GROUT, AND A" FOR COARSE GROUT BETWEEN
REBAR AND ANY FACE OF A CELL REBAR USED IN MASONRY WALLS
2 F" ORSHALL HAVE A MASONRY COVER MASONRY UNITS WITH FACIECLUDING EXP EXPOSED TO�EARTH ORNOT
WEATHERAAND
14" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER.
- ETAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT
DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH
ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND
NAILS EXPOSED DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT
CONSTRUCTION TYPE
R-B
PROTECTION
NONE
SUPPRESSION SYSTEM
NONE
OCCUPANCY
sroTwcE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Vr-165mph
EXPOSURE
O
ENCLOSURE
ENCLOSED / OPEN
INTERNAL PRESSURE COEFFICIENT
+/- 0.18 / 0.0
IMPORTANCE FACTOR
ROOF DEAD LOAD
IOP
10PSF
J"x3"(2,500 LB.) CONCRETE
WEDGE ANCHOR WITHIN 6"
OF EACH POST.A
24" EMBEDMENT MIN.
2" MIN. BASE RAIL
GRADE
- ; _I ; :' ' '—III N
PSI 4". CONCRETE
". SLAB WITH W.W.F. OR
—
a° FIBER MESHDIPPEDGALVANIZED.(2)#5 REBAR ® 6" O.C.
[�!.INIMLJ
M SOIL BEARING CONTINUOUS WITH MINIMUMCPACITY 2,000 PSF (TYP.) 12" OVERLAP SPLICE
CONCRETE FOUNDATION Z BAS E RAIL
LIVE LOAD
20PSF OR SOOIb POINT LOAD
FLOOR DEAD LOAD
FLOO
1oPSF
°R" RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
No
HURRICANE SHELTER USAGE
No
SQUARE FOOTAGE
2 ofio sc. Fr.
REVISIONS
REV
DESCRIPTON
DATE
BY
1
CORRECTED LEAN-TO DETAIL
9/11/18
MTB
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-------------------------- ME-------=-------------------------
0�
o °Nn By: MTB
Dote: 9/10/18
ANCHOR . DETAIL
rc t1 409-114-009/1000-2 Ft Pierce 3498
odel = 40'L X 20/16/16'W X 14/10'H
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GENERAL1. TMBUILDING
ERVVA NOTES
1015.2 -ENERGY
CODE PER SECTION'ME
2. ALL STEEL TUBING SHALL BE 50 KSI STEEL PROPERTY
3 SETPLU-BBACKS. AND OR OTHER CAL CODE REQUIREMENTS ARE
4..ROOF ATHE MID WALL NsisSHEATHNGr OFE 4:
SECURED WITH 812-11'
LING SCREWS WITH SEAL WASHERS 0 6' O.C. MAIL
SELF-DRILLING
FRAMING CONNECTIONS SECURED WTTH #12-14-3/4'
SELF-DRILLNG SCREWS.
6-ALL SHOPMIINSIONSmcncS ARE TO ARE TO BE MINMuM•
PE FRAMING
,/rr3•, 2,6DDLB TENSILE STRENGTH.
14GA FRAMING IS 2.5a2.5' TUBE STEEL NIPPLES ARE
225•a2.26' TUBE STEEL
P LAN V I E W
2.5" BUILDING FRAMING
2,
r RECESS
3"
DOOR WIDTII
ELEVATION VIEW
BUILDING FRAMING
" RECESS
;;? 111°��j►�i�,TPw�gr Tr
9/12/18
Matthew T. Baldwin P.E.
T
.75"J I DOOR WIDTII
ROLL —UP DOOR CONCRETE
SPLASH —GUARD RECESS.
----------------------------------------- ---------------------------------------------
20'-0" - 3'-0" 10'-0" 3'-0"—�
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Florida License #64608
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