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LOT 1 LOT 2 LEGAL DESCRIPTION
m BEING ALL OF LOT 3 AND THE NORTH 90 FEET OF LOT 4, BLOCK 33. ACCORDING
TO THE PLAT OF INDIAN RIVER ESTATES UNIT FOUR, AS RECORDED IN PLAT BOOK
_ OE_ _ _ _ _ OE- _ 30' ALLEY INDIAN RIVER ESTATES 10, PAGE 49, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
--OE-_-_-°E--- ___ UNIMPROVED UNIT 4 PLAT BOOK 10,
OE- _ _ - _
� OE oE- _ _ _ _ pE_ _ _ _ - _ CONTAINING 0.960 ACRES, MORE OR LESS.
°E - - - of _ _ PAGE 49
- OE- _ _ - _ PROPERTY ADDRESS
N89'51'47"W 220.00' °E---"0 -
FND 5/8" IR 4606 MAGNOLIA DRIVE, PORT ST. LUCIE, FLORIDA 34952
m LOT 3, BLOCK 33 a NO ID
FND 1/2" IR INDIAN RIVER ESTATES I i 0.42' N, 2.18' W LEGEND & ABBREVIATIONS
NO ID UNIT 4
I N I A/C - AIR CONDITIONER O.R. - omaAL RECORDS BOOK
` • FND 1/2" IR PLAT BOOK 10,
- I � I P.S.M. - PROFESSIONAL SURVEYOR R YAPPER
0 NO ID PAGE 49 I o C.M.- NEARING SASE
m C.- CONCRETE MONUMENT P.L.S. - PROFESSIONAL LAND SURVEYOR
0.15' N, 0.24' W I CONC - CONCRETE (P) - PLATLAT DATA
CBS - CONCRETE STRUCTURE P.C.P. - PERMANENT CONTROL POINT
C4 SEPTIC y��co ° pyJELi. O I D.E. RADIUS
-DRAINAGE EASEMENT R/W - RIGHT OF WAY
,.223 F.F.E - FINISH FLOOR ELEVATION U.E. - UTILITY EASEMENT
orO TANK �aOGV I Lam• - IR RATION QUALITY WATER 0 - INCLUDED ANGLE
0 2�p �,�FO�`Q 4' CHAINLINK I I Lac - [RON ROD AND CAP - LICENSED BUSINESS # - LIGHT OLE ROD @ CAP LEE 42s8
� 0 0 1. 3� .16 FENCE TRACT C, BLOCK 33 L - ARC LENGTH e
N po> yG� y�' �. INDIAN RIVER ESTATES L.M.E. - LAKE MANAGEMENT EASEMENT � - WOOD POWER POLE i
_ _ I UNIT 4 LE. LANDSCAPE EASEMENT TI - FIRE HYDRANT
PLAT BOOK 10, (M) - MEASURED DATA a - MALsox
fa '� o 'I`/ I PAGE 49 NO L0. - NO HOLE IDENTIFICATION
® - WATER METER
CY ?r �0 EXISTING q,�': I VACANT (NR) - NON RADIAL UNE - WATER VALVE
I ZI $,. 1 STORY •o I - GUY ANCHORI .COVERED RESIDENCE ry I I �. GRAPHIC SCALE
m .-ENTRY.so 15 30
...
ASPHALT
\ / 4.19' O
4 DRIVEWAY DRIVEWAY �oo �/ I 0
-- — - - -- - ya-- s -- — — - - - GENERAL NOTES 1 � -- 3 )EL
5p. 9s WOOD
_n n3s III 1) The last date of field work was 1-24-2020.
CONC AC DECK
p' bbb 3 2) Additions or deletions to survey maps or reports by other than the signing party or
.moo Sry? &PUMP PAD parties is prohibited without written consent of the signing party or parties.
p, 12"x18 �' WELL 3) Reproductions of this map are not valid without the signature and original raised
z F: CMP 85; - 6' UE� i seal of a Florida Licensed Surveyor and Mapper.
<o i PER PLAT I 4) Lands shown hereon were not abstracted by this office for rights -of -way,
I? Z easements of record, ownership, abandonment's, deed restrictions, or Murphy Act
In !' NORTH 90.00' OF Deeds. This information should be obtained through appropriate title verification.
o e sg; - ,�.' LOT 4, BLOCK 33 I i 5) All above ground fixed improvements, if any have been located and shown hereon.
{� •b INDIAN RIVER ESTATES
6) Underground foundations and improvements were not located as part of this survey.
UNIT 4 7 Flood Note: B
PROPOSED � PLAT BOOK 10, 4' CHAINLINK I ) y graphic plotting only, this property is in Zone X, according to
I ®I b METAL BUILDING PAGE 49 FENCE �4 the Flood Insurance Rate Map, Community Panel No. 12111CO193 J, Map Revised
Q IL- o •<" 3.2' INSIDE February 16 2012 The exact designation can only be determined by an elevation
F.F.EL�100.80' its
-E m PROPERTY certificate. No additional search of the public records has been preformed. There
Z W 4' CHAINLINK I may be additional map Amendments affecting this property.
HO_1
m FENCE 8) The bearings shown hereon are based on Plat information and are referenced
:Q m a 1.9' OUTSIDE I xi to the East right-of-way of Magnolia Drive which bears North 00'03'24" West
m E( z sUf<a PROPERTY and all bearings are relative thereto.
{— dH�d9) No easements are shown hereon other than those depicted on the plat. No
f _ 4N8�9*53'21OW 220.00 search of the public records has been performed to find additional easements
-� o I , that may exist.
o $3�i9 FihO FND 5/8" IR
• a o The building setbacks, if shown hereon, although based on the best available
m SHQIS _ -__ _ _ _ __- _ __ _-.. NO ID information, are not certified to and must be verified prior to design or construction.
LOT 5, BLOCK 33 0.48' N. 0.80' W
I 11) Boundary information was provided from a survey by Meridian Associates, Inc., Survey
INDIAN RIVER ESTATES
-��L�Cc� x UNIT 4 No. MPLC-2117, dated 05/13/04.
PLAT BOOK 10, 12) Purpose of site plan is to show the proposed metal building for permitting.
I-1`•n 319 "•I'1 PAGE 49 13) Elevations shown hereon are based on an assumed elevation of 100.00' at the
��� CS�41d]� IT{�1
OCCUPIED centerline of pavement, crown of road, of Magnolia Drive as shown.
THOMAS P.•KIERNAN DATE
Professional Surveyor & Mapper
Florida Certificate No. 6199
ADD WELL/SEPTIC AND ELEVATIONS I JDJ 1 2/17/2020
I
6'-3
WINDOW
BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY
SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
2. THIS STRUCTURE IS DESIGNED AS A NON -HABITABLE UTILITY/STORAGE BUILDING (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD
LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING
DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS UST, AND NOT PROVIDED AND INSTALLED
BY CARPORTS ANYWHERE, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNERS RISK. CARPORTS
ANYWHERE NOR THE ENGINEERING DESIGN SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE
APPLICATION OF ADDITIONAL LOADS.
3. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION C701.4.2.
4. ALL STEEL TUBING SHALL BE 50 KSI STEEL AND MEETS/EXCEEDS GALVANIZATION PER ASTM A1003/A1003M-15.
5. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE
RESPONSIBILITY OF THE OWNER.
6. ROOF AND WALL SHEATHING SECURED WITH #12-141" SELF -DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX.
7. FIELD FRAMING CONNECTIONS SECURED WITH #12-14X3/4" SELF -DRILLING SCREWS.
B. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP.
9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2,50OLB TENSILE STRENGTH.
10. 12 OR 14GA FRAMING IS 2.5"X2.5" TUBE STEEL NIPPLES ARE 2.25"X2.25" TUBE STEEL.
BE TERMRE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION
8 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION
INIMUM 2.600 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
GRADE 40 STEEL
-REBAR VAPEE-BENT-INSHOP-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 1}" ELSEWHERE. REBAR EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF }" 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 11" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR
WEATHER.
ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY
D TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153,
B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED
.Y TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED.
2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER
MESH) AND 12"x12" REINFORCED FOOTER PERIMETER
r e
m
0
}"44" EXPANSION ANCHOR WITHIN 6"
OF EACH POST/TRUSS ALONG SIDES
AND EVERY OTHER END -WALL POST
2" MIN. BASE RAIL
GRAD
2,500 PSI 4"
CONCRETE SLAB WITH
W.W.F. OR FIBER MES(2)
/MINIMUIM
#5 REBAR ®6" O.C.
SOIL BEARING CONTINUOUS WITH MINIMUM
CAPACITY 2,000 PSF(TYP.) 12" OVERLAP SPLICE
CONCRETE FOUNDATION/BASE RAIL
ANCHOR DETAIL
PLAN VIEW
2 6" DOOR FRAMING
RECESS
i ^ DOOR WIDTH—-i
ELEVATION VIEW
DOOR FRAMING
RECESS
.75"T-DOOR WID
OPTIONAL ROLL -UP DOOR
CONCRETE SPLASH -GUARD RECESS
-118
12"x12" REINFORCED FOOTER
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BUILDING TYPE
UTILITY STRUM
CONSTRUCTION TYPE
II-B
RISK CATEGORY
1
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
WIND SPEED
ult-165mph
EXPOSURE
B
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFF.
+ - 0.18
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
20PSF OR 30011
FLOOR DEAD LOAD
10PSF
FLOOR LIVE LOAD
5OPSF
'R"RATING OF WALLS,FLOOR,ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
1840 S0. FT.
REwsroNs
REV
DESCRIPTON
DATE
DRAWN er: MTB
DAME' 2/2/20
LOCanaN: 4606 Magnolia Dr., Ft. Pierce
su�- 35'L X 24'W X 1O'H
NG
Mile
REVIEWED FOR
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2/4/20
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MattheW T. BaldWln P.E.
Florida License #64608
Sheet CA-1 OF 4
12
Q3
3-441* 3'-44'' [3'-4;1'— CODE INFORMATION
10'-OCODE VERSION FBC 2017 6th Edition
ASCE-7-10
•-L°MANUFACTURER CARPORTS ANYWHERE
T
BUILDING TYPE UTILITY STRUCTURE
b b CONSTRUCTION TYPE 11-B
RISK CATEGORY I
ROLL -UP
DOOR FIRE PROTECTION NONE
SWINGING FIRE SUPPRESSION SYSTEM NONE
DOOR OCCUPANCY UTILITY, U
WIND SPEED Vult-165mph
EXPOSURE B
7._0• ENCLOSURE ENCLOSED
q q INTERNAL PRESSURE COEFF. +/- 0.18
1' 1'- 3'- 3'- `----3'-11{�• 3'-11{5' 3'-11 3'-11 3'-11�0• 3'-11{s' IMPORTANCE FACTOR 1.0
24'-O• 24'_0• ROOF DEAD LOAD 1OPSF
FRONT END WALL REAR END WALL ROOF LIVE LOAD 20PSF OR 3001b P.L
FLOOR DEAD LOAD IOPSF
FLOOR LIVE LOAD 50PSF
WRATING OF WALLS,FLOOR,ROOF N/A
MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE IND
SQUARE FOOTAGE 1840 SO. FT.
REVISIONS
3'-1C�• 3'-10�' 3'-10�'' REV DESCRIPTON DATE BY
-0'
' O.C. MAX
o
ROLL -UP �
DOOR
m
SWINGING.I OWN W.
DOOR MTB
mm. 2/2/20
LaGnON: 4606 Magnolia Dr., FL Pierce
,3 10'-0'A - -�• 35'L X 24'W X 10'H
3'_1„8• 3-10� _ 4-� 1'_"f6• 3'_7„3. 3_103. 3_1�.-1 �.
35'-0•
LEFT SIDE WALL
w
' Q.C. MAX.
WINDOW mom(
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w
6'-3
Z
Lu
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3-10�' 3'-10�• 3'-1C�• 3-10�' 3'-1Cj• 3-1 Gj' 3.-10j• 3'-10�' w FlotridaWLice Bsed (j64608
31
RIGHT SIDE WALL [Sheet- CA-2 OF 4
DOOOROR Sli'
CARPORTSANYWHEM
CODE INFORMATioN
CODE VERSION
FBC 2017 6th Edition
CE-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-165mph
EXPOSURE
B
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFF.
+/— 0.18
24'-0' I
FRONT END WALL
I 24'-0'
REAR END WALL
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
OPSF OR 3001b P.1—
FLOOR DEAD LOAD
10PSF
0
0
FLOOR LIVE LOAD
5OPSF
°R°RATING OF WALLS,FLOOR,ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
840 SO. FT.
REVISIONS
REV
DESCRIPTION
DATE
BY
I
ROLL —UP
SWINGING
DOOR
DRAWN H''' MTB
DArz: 2/2/20
LOrGOON: 4606 Magnolia Dr., Ft. Pierce
' 35'L X 24'W X 1O'H
LEFTSIDEWALL
b WINooW
1
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----------------
RIGHT SIDE WALL
bi
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W
e C®/4/20
Matthew T. Baldwin P.E.
Florida License #64608
Sheet: CA-3 OF 4
f
MINIMUM 6' Ts NIPPLE. NIPPLE
SECURED O WALL POST WITH
(4)#12-14)3' SELF—DRIWNG
SCREWS
NIPPLE TO
BASE RAIL
POST TO BASE RAIL
CONNECTION
MINIMUM 6" Ts NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)y12-144' SELF —DRILLING
2'x2'x2' 16 GA ANGLE CUP
SECURED WITH (4) #12-14x1-
SELF—DRIWNG SCREWS
END POST TO BASE RAIL
CONNECTION
A. ANGLE CUP
SCREWS-14X�"
NON—STRUCTURAL HEADER OR
WINDOW RAIL TO POST DETAIL
i" SELF—DRIWNG
a 10" O.C. MAX.,
FROM CORNERS
TALLY/ 4" MAX.
INTERIOR
DOOR FRAME TO POST
CONNECTION
2"x2"XO 16 GA ANGLE CUP
SECURED WITH (4) #12-14)4"
SELF—DRIWNG SCREWS
2"x2"x2" 16 GA
OR DOUBLE 'IS
INTERMEDIATE POST TO
HEADER/BASE RAIL/OR HEADER CONNECTION
WINDOW RAIL DETAIL DETAIL OPTION 1
2"x2"x2" 16 GA. ANGLE CUP SECURED
I (44) #12-14)4' SELF —DRILLING
SCREWS
VARIES
STD. MAX. SPACIN
3" MIN.
TD. MAX. SP CING
VARIES
of
SIDE WALL ROLL —UP
1 DOOR/FRAME OUT
1 HEADER DETAIL
INSTALL PER MANUFACTURERS INSTRUCTIONS
#14x1" SELF —DRILLING
SCREWS 6 6" O.C. MAIL
& 6" MAX. FROM CORNERS
ROLL —UP DOOR TO
POST CONNECTION
DESIGN PRESSURES
— 165 Mph
ROOF
+22.0/-48.4
WALLS
+22.8/-25.4
DOORS
+22.8/-25.4
WINDOWS
+22.8/-25.4
1
2
1 3
4
1 5
ZONE
+11.7
—25.8
+14.3
—39.1
+22.0
—48.4
+20.1
—23.8
+22.8
—25.4
26 GAUGE ROOF SHEATHING SECURED WITH
(1)k12-14xt' SELF—DRIWNG SCREWS
'2-1-2-1' (6' O.C. (9" O.C. MAX.))
1" 16 GAUGE FURRING CHANNEL
48' O.C. MAX. SECURED WITH
SCREWS TO EACELF�NG
ROOF PANEL CONNECTION
VERTICAL SHEATHING OPTION
TO
16 GA U—CHANNEL
BRACE, MIN. 24' UP
7' POST, MIN. 48" O\
7' POST. MIN. 46 TO
MAX. 60' FROM HORD
MINIMUM 6' Ts NIPPLE NIPPLE
SECURED TO WALL POST WITH
SC)REWS 144' SELF—DRIWNG
BOX EAVE RAFTER TO
POST CONNECTION DETAIL
412—MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POSE WffH /"j MRS A,`n/� MEM
—SC)REWS 14x{' SELF—DRIWNG V'�IV�,/ ICI\ 1 j�I�I
CLIP
ISIM11fl11•AW E'1
HEADER CONNECTION DETAIL occuar C
OPTION 2 WIND SPEED
rvoncuoc
TO
MINIMUM 6' Ts NIPPLE.
NIPPLE SECURED TO WALL
POST WITH (4)#12-14X4'
SELF—DRIWNG SCREWS
POST TO TRUSS
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carports Anywhere
FL27402.1—R1
Hampton Rib Roof Panel
WALL SHEATHING
Carports Anywhere
FL27403.1
Hampton Rib Wall Panel
SWINGING DOOR
ELIXER DOOR AND METAL COMPANY
FL17996.5
407 STEEL DOOR
ROLL —UP DOOR
JANUS INTERNATIONAL CORPORATION
FL12765.3—R5
SERIES 3100
WINDOW
POCOHONTAS ALUMINUM COMPANY, INC.
FL12940—R5
MODEL 100VS
IINTERNAL PRESSURE COEFF. I+/— 0.18 1
PER
Emi
4606 Magnolia Dr., Ft. Pierce I
I� 35'L X 24'W X 10'H
m
(n 2/4/20
J
Q Matthew in P.E
Us .
Florida License
nae 1#64608
Sheet CA-4 OF 4