HomeMy WebLinkAboutDriveway and concreteSHEET 1 OF 2 (SURVEY SKETCH) ------------ SURVEY NOT COMPLETE WITHOUT ALL _SHEETS
MAP OF BOUNDARY SURVEY PREPARED FOR SHYAN WOJTCZAK AND JEFF MARSHALL
SANTANA AVENUE
x (70- R/W) x
x
20' ASPHALT Rawmy Aq
—NW CORNER OF
BLOCK 30
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BLOCK 30
LOT 22
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BLOCK 30 BLOCK 30 LOT 8
LOT 9
BLOCK 30
BLOCK 30
NOTES:
ELEVATION NOTES:
NORTH ARROW &
ALL BEARINGS AND DISTANCES SHOWN ARE RECORD AND
ALL ELEVATIONS SHOWN ARE BASED UPON NORTH AMERICAN
GRAPHIC SCALE
MEASURED UNLESS OTHERWISE SHOWN.
VERTICAL DATUM OF 1988 (NAVD-88).
4
P.U.&D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT.
PROPOSED FINISHED FLOOR ELEVATION IS SUBJECT TO CHANGE
BEARINGS ARE BASED UPON THE RECORD BEARING FOR THE
PER HEALTH DEPARTMENT.
SOUTHERLY RIGHT OF WAY LINE OF SANTANA AVENUE
1" = 30'
PERMIT NUMBER AND CONTACT
N/A
FASTING ELEVATION- E"A'nON- \-2= DRAINAGE ARROW
JOB 2ODS-305
REVISION -
KNOW IT NOW, INC.
PROFESSIONAL SURVEYING AND MAPPING
5220 US HIGHWAY 1, #104
VERO BEACH, FL 32967
PHONE - (888) 396-7770
WWW.KINSURVEYORS.COM
•
•
FIELD DATE - 09/02/2020_
REVISION -
REVISION -
REVISION -
REVISION -
REVISION -
REVISION -
REVISION -
REMSION -
REVISION -
FLORIDA BUSINESS CERTIFICATE OF AUTHORIZATION NUMBER LB 6912
----------- ----,
1� -1
'EM, COMPONENTS AND CLADDING, AND
CTRICAL, INGRESS/EGRESS, PROPERTY
IE THE RESPONSIBILITY OF OTHERS.
Y 1) CAPABLE OF SUPPORTING DEAD
;ALLY ADDRESSED HEREIN, INCLUDING
AND NOT PROVIDED AND INSTALLED
AT THE OWNER'S RISK. CARPORTS
GE OR FAILURE DUE TO THE
.4.2.
D03/A1003M-15.
REQUIREMENTS ARE THE
iHERS ® 6" O.C. MAX.
E IN SHOP BY A CERTIFIED WELDER.
IENGTH.
4"x54" EXPANSION ANCHOR WITHIN 6"
OF EACH POST/TRUSS ALONG SIDES
AND EVERY OTHER END —WALL POST
2" MIN. BASE RAIL
GRAD _ a
o
2,500 PSI 4" CONCRETE
SLAB WITH 10GA. W.W.F.
OR FIBER MESH
/CA
UM SOIL BEARING CONTINUOUS WITH MINIMUM
PACITY 500 PSF(TYP.) 12" OVERLAP SPLICE
CONCRETE FOUNDATION/BASE RAIL
ANCHOR DETAIL
PLAN VIEW
2 5" DOOR FRAMING
J" RECESS
4 OOR WIDTH
ELEVATION VIEW
DOOR FRAMING
" RECESS
.75"T 4" _DOOR WIDTH
OPTIONAL ROLL -UP DOOR
CONCRETE SPLASH -GUARD RECESS
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i
i
10
In-
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0
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ROLL-4UP O
DOOR T i
CAM YERE
CODE INFORMATION
CODE VERSION
FBC 2017 6th Edition,
ASCE-7-10
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II—B
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
WIND SPEED
Vult-150mph
EXPOSURE
B
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFF.
+/— 0.18
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
20PSF OR 3001b P.L.
FLOOR DEAD LOAD
10PSF
FLOOR LIVE LOAD
50PSF
"R"RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
11,200 SQ_ FT.
Uw{wN UT: MTB
DATE: 8/9/20
Loc0ft 7901 Santana Ave., Ft. Pierce
SIZE 40'L X 30'W X 1O'H
tn�A$
I.,. .70MERPEWTTING
COMTRACTOR
pYf
Li > 8/ 1 1 /20
z Matthew T. Baldwin P.E.
Florida License #64608
Fn Sheet: CA-1 OF 4
F---------------
1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYS
BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, EL
SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS A
2, THIS STRUCTURE IS DESIGNED AS A NON -HABITABLE UTILITY/STORAGE BUILDING (RISK CATEGOI
LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIF
DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIS'
BY CARPORTS ANYWHERE, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BI
ANYWHERE NOR THE ENGINEERING DESIGN SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAM
APPLICATION OF ADDITIONAL LOADS.
3. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION C10
4.ALL STEEL TUBING SHALL BE 50 KSI STEEL AND MEETS/EXCEEDS GALVANIZATION PER ASTM A
5.PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, AND/OR OTHER LOCAL CODE
RESPONSIBILITY OF THE OWNER.
6. ROOF AND WALL SHEATHING SECURED WITH #12-141" SELF -DRILLING SCREWS WITH SEAL WA
7. FIELD FRAMING CONNECTIONS SECURED WITH #12-14x3/4" SELF -DRILLING SCREWS.
8. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DOI
9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2,50OL8 TENSILE ST
10. 12 OR 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL.
��'T
SUB -GRADE SOILS:
-TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION
R318 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION
CONCRETE:
-MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS
ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE
DESIGNED TO SLOPE AWAY FROM THE STRUCTURE
REINFORCING STEEL (REBAR) REQUIREMENTS-
-MINIMUM GRADE 40 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:
-2" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY
IN CONTACT WITH SOIL OR WEATHER, AND 11" ELSEWHERE. REBAR EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF I" FOR FINE
GROUT, AND J" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL.
REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING
GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO
EARTH OR WEATHER, AND 1i" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR
WEATHER.
GALVANIZATION:
-METAL 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 DIPPED GALVANIZED.
IN. 2,500 PSI 4" CONCRETE SLAB WITH 10GA. W.W.F. (OR
FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER
rl2"xl2"
REINFORCED FOOTER
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