HomeMy WebLinkAboutSurvey/plansLEGAL DESCRIPTION;
(Supplied by Client)
Lot 2,
ROGERS RANCHETTES
according to the plot thereof
as recorded in Plat Book 46
page 24
of the Public Records of
St. Lucie County, Florida.
LrD.
0
c-)
CD
0
Na
W
W
1
W
1
0
0
0
0
1
0
0
O
1
-4
SURVEYORS`NOTES:
1, Unless other*ise noted only plotted easements
ore sho*n hereon,
2, All Lot dimensions sho*n are per plot unless
other*ise shown. .-
3. No underground utilities or improvements *ere
located unless olherWise sho*n.
4. This site lies Wl'thin Flood Insurance Rate Vop
Zone AE 18.0 VapV 12111CO170 J 2/16/12
5• Flood Zone shorn hereon is on interpretation
by the surveyor and is provided as.a courtesy.
The flood zone should be verified by a
determination agency,
6. Bearings shorn hereon are based on the South
line of Lot 2 as being S00'03'42"E
according to the Plat described hereon.
7, P.U,D,E, denotes Public Utilities and Drainage
Eosement.
8. The accuracy of this survey is premised on the
expected use of the survey. The expected use /
purpose of this survey is mortgage financing.
Accuracy - 1 loot in 7,500 feet or better.
9. Additions or Deletions to this survey map by
other than the signing surveyor is prohibited
►41thout *ripen consent.
7-34 .�'
ABBREVIATIONS:
SET = Set 5/8" irom r bar ��yylth
yel logy cop marked "PSIO 5543"
FD=Found 5/8" Iron Rebor
�4O�t. = Right of joy
ttyykk eosured
P=Volue as platted
C=Value as calculated
R- Rodius of curve
L = Length of curve
D= Del to of Curve
FFE=Finished Floor Elev tion
OH—OH--0H-= Over Head Wires
X--X--X-= Chain Link Fence
C-o-13Plastic Fence
0---0--0-= Wood Fence
CONC. = Concrete
C.P.= Concrete Pad
Coy.= Covered
K= FPL Transformer Pad
E jl�ater eter
® = o*er role
= Electric Box
® = Utility Box
® = Well
= Drainage Proposed
and Existing
3,0
LOT 1
LOT 3
AW,?,10�-03-V
MIN' S�gACK REQ,
FRONT
Q O U N DA FZY S U FZ\/ EY
NRS o FILE
ES
COPY
RE4 S EgR
ZNG. FD IR
TECH. 0.78iN,
0,85t
o<
V <
629.44
GARAGE
F.F = 22.00 0*
0
to
1 STORY
CONC.
BLOCK
o F.F.E. = 20.70'
A
ALL ELEVATIONS SHO* HEREON ARE BASED ON NORTH AVERICAN VERTICAL DATLQ OF 1988 (N.A.y.D.'88)
-1
co
FD
125.00' iR
I
I
1�
r-
I
I
I
I
I
1
�
'I
I
1
1�
--1
II
c
g
..I
7
p
I
I
I
r
I
I
RECEIVED
MAY 13 2021
Permitt6ng Department
St. Lucie CoUhty
10105
MULLER ROAD
Cert if led forAndre*,Leonard and Christine D, Albittron_
Highlands Residential Mortgage, LTD
First International Title Inc.
First American Title Insurance Company
sckE,1 "=50'
Atlantic Land Designs
of the Treasure Coast, LB7468
754 If Jensen Beach Blvd. Jensen Beach. FL 34257
Mailing Address:
P.O. Box 1421 Jensen Beach, FL 34958
ALD5543@gmail.com (772) 398-4290
DATE: 7/22/20
1 hereby certify that the survey sho*n hereon is True_ and correct
and is based on actual meosurenents taken in the field.
C"k':KT`F"'TF°
PSM 5543
'' Digitally signeE EyJamesA Cesiro lr.
es A. esi ro Jr UN:m=lame A. Cesiro Jr c Adantic Laad Je.i s
f.,af,IhR7C In4aw emai=AlD5543@gmad.mm,c US SI'A'ILn)+ y
/ Gare:2020.072223:0154.04'00' Cr P
NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC pl°0 E
SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL RF° su.vc�°R
f SW iC
11
2020-0580
DATE:
REVISIONS
LAST FIELD DATE :7/22/20
A
WIND PRESSURE ON COMPONENTS AND CLADDING
Zone 1
Zone 1 +/-19.47
Zone 2 +/- 29.96
Zone 3 +/- 41.63
Zone 1
PROFESSIONAL SERVICES BY
DRISCOLL ENGINEERING,INC.
PO BOX 357577.
GAINESVILLE, FL 32635
PH (352)-331-1513
CA 8690
PLANS AND SPECIFICATIONS
The plans and specifications presented herein are applicable only for the anticipated
construction at the locations shown. If construction plans change, the Design Professional
should be notified so the plans and specifications can be re-evaluated. The Design
Professional should be given the opportunity to review final plans and specifications to see
if the intent of the plans and specifications has been followed and/or if supplemental details
and recommendations are needed. The Design Professional warrants that the plans and
specifications contained herein, have been prepared in accordance with generally
accepted professional engineering practice. No other warranties are implied or
expressed.
CORPORATE PROTECTION
It Is understood and agreed that the Design Professional's Basic Services under this
Agreement do not include project observation or review of the Contractor's performance or
any other construction phase services, and that such services will be provided by the
Client The Client assumes all responsibility for Interpretation of the contractor Documents
and for construction observation and supervision and waives any claims against the
Design Professional that may be in any way connected thereto.
In addition, the Client agrees, to the fullest extent permitted by law, to indemnify and hold
the Design Professional harmless from any loss, claim or cost, including reasonable
attorneys fees and costs of defense, arising or resulting from the performance of such
services by other person or entities and from any and all claims arising from modifications,
clarifications, interpretations, adjustments or changes made to Contract Documents to
reflect changed field or other conditions, except for claims arising from the sole negligence
or willful misconduct to the Design Professional.
OWNERSHIP OF INSTRUMENTS OF SERVICE
Ali reports, plans, specifications, computer files, field data, notes and other documents and
Instruments prepared by the Design Professional as instruments of service shall remain
the property of the Design Professional. The Design Professional shall retain all common
law, statutory and other reserved rights, including the copyright thereto.
DEFECTS IN SERVICE
The Client shall promptly report to the Design Professional any defects or suspected
defects in the Design Professional's work or services of which the Client becomes aware,
so that the Design Professional may take measures to minimize the consequences of such
a defect The Client warrants that he or she will impose a similar notification requirement
on all contractors In his or her Client/Contractor contract and shall require all
subcontractors at any level to contain a like requirement Failure by the Client, and the
Client's contractors or subcontractors to notify the Design Professional, shall relieve the
Design Professional of the costs of remedying the defects above the sum such remedy
would have cost had prompt notification been given.
VERIFICATION OF EXISTING CONDITIONS
Inasmuch as the remodeling and/or rehabilitation of an existing building requires that
certain assumptions be made regarding existing conditions, and because some of these
assumptions may not be verifiable without expending additional sums of money or
destroying otherwise adequate or serviceable portions of the building, the Client agrees, to
the fullest extent permitted by law, to indemnify and hold the Design Professional harmless
from any claim, liability or cost (including reasonable attorney's fees and costs of defense)
for injury or economic loss arising or allegedly arising out of the professional services
provided under this Agreement, excepting only those damages, liabilities, or costs
attributable to the sole negligence or willful misconduct of the Design Professional
1-AII construction shall comply with Florida Building Code 7th edition 2020. �3
z ZN
ULTIMATE WIND SPEED: 150 - �-
NOMINAL WIND SPEED: 116 RECEIVED W Zg
u u g
Z Z
WIND EXPOSURE CATEGORY: B 3 N
RISK CATEGORY 1 NON HABITABLE 0 .
INTERNAL PRESSURE COEFFICIENT Gcpi- +/- 0.0 nt
Srmi
L.
Lucie Cou
DESIGN PRESSURE PER FBC CHAPTER 16, INCLUDING ASCE 7-16 LOAD CALCULATIONS
ROOF LIVE LOAD =12.5 PSF
ROOF DEAD LOAD = 2.5 PSF CODE OMF
MIN SOIL BEARING 2000 PSF
TRUSS BEARING LOAD EACH END 4200LB ST. L 1E C
TRUSS UPLIFT @ POST 2400LBS ®C(
1. Wood framing and fasteners to meet NDS-2018 requirements.
2. Fastener requirements: (1) All nails are Common galvanized; (2) all bolts are to be galvanized steel and include
nuts and washers; and (3) all other hardware (Simpson, etc.) is to be installed according to manufacturer's
specifications and recommendations. Nailing (size and number) shall satisfy Tables 2306.2.(1), 2306.3.(1) and
2306.3.(#) FBC unless otherwise indicated. Note: fasteners exposed to the weather are to be treated for weather
resistance and compatible with the type of pressure treated wood used (connectors, nails, bolts, nuts and washers).
Concrete Construction Notes
1.
2.
Concrete work shall conform to "Building Code Requirements for Reinforced Concrete" (ACI-318) and
"Specifications for Structural Concrete" (ACI-301), Latest Edition.
Concrete mix shall conform to the following specifications. All concrete mixes shall contain a
water -reducing admixture conforming to ASTM C-494. Air -entraining admixture shal\�wfifbIrM1tq)�,STM C-260.
CONCRETE MIX A \\\� Pip DRISCp��,/
Ultimate Compressive Strength @ 28 days 3,000 PSI �fo G� 3
Slump Range 4" +/-1 ° — _ ; Z =
Maximum Aggregate Size
Entrained Air None P�
Dry Weight per Cubic Foot 150 #
3.
4
Concrete mix
All concrete shall be cured for a minimum of 28 days. If forms for vertical surfaces are
the curing period, spray surfaces with liquid membrane curing compound.
prior to the end of
5. Reinforcing steel shall conform to ASTM A615, Grade 40 (Fy=40 ksi). Lap continuous bars for tension lap splice
per ACI-318, unless otherwise noted. Provide
comer bars of same size and spacing as horizontal wall reinforcement. Cover for concrete reinforcing steel shall be
in accordance with ACI-318, Paragraph 7.7.
6. Welded wire fabric (WWF) shall conform to ASTM A185. Lap sheets two mesh spaces and wire tie adjacent sheets
together securely. Cut alternate reinforcement at control joints.
7. All slabs on grade shall have construction or control joints not to exceed 10' - 0" spacing, unless otherwise noted.
8. Electrical conduit and other pipes to be embedded in structural concrete floor slabs or walls shall be placed in accordance
with the requirements of ACI-318, Paragraph 6.3.
30' x 36' OPEN POLE STORAGE STRUCTURE
4-17-21
Michael E Driscoll PE
FL Reg # 43922
(0
I, -
In
N
N
❑ m
� J
J �
A
LW
m�aa..
Q�LL
JANCE
1UNTY
lolI�*
,r
4
/ \
6"X 611. pt post
24" dia. x 48" deep
post footing (typ)
36'-0"
FOUNDATION PLAN VIEW
tVir-r-L
-OD * 1 "DW
-10
ST. L CIE C
BOIC(
.`OXII I111
r¢;j"- -V` NPR
4-17-21
Michael E Driscoll PE
FL Reg # 43922
N
N
CO
� J
W LL
m�a
Q�LL
u
z A6
z U, �T
w Z as
z w
uu`
z z
w
J J H
u Z
0
OZIS U ofAkWN
;UK
E
r
IE
11
,+ ,
6"X 6". pt post
24" dia. x 48" deep
post footing (typ)
ROOF PLAN VIEW
N
Ce)
c�
N
N
om -
W LL.
mC:)D
QOL~L
\�\\\1IIIIIIIIi�i
ARD D /��
L
z
�s
E NSF ' 4�`S'��i
z
w
4 922 ` �, �
z
W
=,t=
- -
'
j
uua
z
W
z
F- m
l
TAT IF'IW-
o
� F�
�, �
�i (�` •. C_ORIO_. G� ��
.8,Z
re
CZ)$
u
�11111t11\\
4-17-21
Michael E Driscoll PE
FL Reg # 43922
kNCL
NT'Y
r
:a
E
14 Ga purlin 2"x 6" #2 syp
Drip edge attach connector purlins attach to clip
in accord w/ mfr specifications w/ 2 #10-15 X 1-1/2" screws
1"
29 ga. metal roofing attach in 4 4
accord with mfr. specifications Galy ridge cap
FL # 9555AR4
2"x 6" #2 syp —7 F
purlins @ 24" max spacing
3-1/2" dia thru bolts
nut & washers
RIDGE CONNECTION DETAIL
29 ga. metal roofing attach in
accord with mfr, specifications
FL # 9555.4114
2- 1/2" dia. carriage thru t
nut & washer to match
See sheet 2 &3—
for post & footing
sizes
Truss details
(see sheet 5)
PURLIN CONNECTION DETAIL
2"x 6" #2 syp
purlins @ 24" max spacing
Galy ridge cap
og
COLLAR TIE
Truss details
(see sheet 5)
NTS
29 ga. metal roofing attach in
accord with mfr. specifications
FL # 9555.4R4—\
2"x 6" #2 syp
purlins @ 24" max spacing
2- 1/2" dia. carriage
nut & washer to mat
See sheet 2 &
for post & foot
sizes
Min 3000psi
concrete
#5 X 12" BARS CENTERED EACH V�
FOR 18" DIA HOLES USE 12" LONG
FOR 24" DIA HOLES USE 18" LONG
80# BAG SACRETE MIN.
OR 24" SQ X 4" THICK
CONCRETE PAD
iss details
e sheet 5)
POST FOOTING TO TRUSS DETAIL
NTS
ARD
SSA 0 N A\- \��\
//IIII10
4-17-21
Michael E Driscoll PE
FL Reg # 43922
9 i °� v0MPL'ANCE
ST° ,CIE COUNTY
BOcc
ca
r`
LO
N
N
❑ m
fY ❑
� J
LU U-
r :2 IX
m � D-
QoLLL
Z L�
Z w
2z
W Z
Z w =
Z Z a
w $$
J � i
7
O Z�
0. u 89
0-
No.
ELEMENT
MATERIAL
(50 KSI)
DESCRIPTION
M1
Collar Tie
ASTM 572
L1-1/2"x 1-1/2" x 3/16"
M2
Collar Tie
ASTM 572
L1-1 2"x 1-1/2" x 3/16"
M3
Top Chord
ASTM 572
L1-1/2"x 1-1/2" x 3/16"
M4
Bottom Chord
, ASTM 572
_ „ 1-1/2" 3/16"—
M5
-Center vertical
-ASTM 572
„ „
M6
End Vertical
ASTM 572
L 1-1/2"x 1-1/2" x 3/16"
M7
Bearing angle
ASTM 572
L 1-1 /2"x 1-1/2" x 3/16"
M8
Inside vertical
—Diagonal
ASTM 513
L1-1/4"x 1-1/4" x 1/8"
M9
web
ASTM 513
L1-1/4"x 1-1/4" x 1/8"
STEEL TRUSS CROSS SECTION
NOTES:
CONNECTOR SCHEDULE
2"x 6' #2 syp pudin to 6"x 6' x 14 ga. dip 2-#9 x 1-1/4" screws
Truss to truss @ ridge 3-1/2" dia thru bolts & nut
Wood post to truss- 21/2" dia thru bolts nut & washers
Post to concrete 24" dia x 48" deep w/ 2 #5 bars thru post
1-MATERIALS SHALL CONFORM TO STEEL ASTM 572.
2- ALL STEEL SHALL BE 50ksi IN ACCORD WITH CURRENT AISC MANUAL.
3- WELDING ELECTRODES TYPE E70XX
4- ALL WELDING SHALL BE IN ACCORD WITH CURRENT AWS REQUIREMENTS.
5-ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER.
6-BOLTS SHALL BE ASTM A325. w/ NUTS & WASHERS. (TYP)
7- WELD STRENGTH 70 KSI MIN.
8- ALL POST SHALL BE #2 DENSE PRESSURE TREATED GROUND CONTACT.
9- PRIMING & PAINTING SHALL BE DONE BY TRUSS MANUFACTURER.
10- MIN EDGE DISTANCE FOR BOLTS HOLES SHALL BE 3/4" MIN
11 WAX TRUSS SPACING SHALL NOT EXCEED 12'-0" UNO.
12-THE DESIGNER DISCLAMS ANY RESPONSIBILITY FOR DAMAGES AS A RESULT OF
POOR WORKMANSHIP, OR IMPROPER USE, AND ACCEPTS NO RESPONSIBILTY OR
EXERCISES NO CONTROL WITH REGUARD TO FABRICATION, HANDLING,AND INSTALLATION
OF TRUSSES.
2— 1 /2" DIA. CARRIAGE
BOLTS NUT & WASHE
STEEL TR
CLIPS' pukes
FILE COPY
,`%I_ v 3 r_vv r—v r'-j"
'ODE COMPLIA NCL
ST. LUCIE COUNTY
BOCC
\�\\\ ARD-
43922 'k
.ter
S/ONAN-�\\\
////IIIII%\\\
TRUSS TO POST DETAIL
PLAN VIEW
T 1'P
n000d post
for Ala ,n
TRUSS DETAILS
4-17-21
Michael E Driscoll PE
FL Reg # 43922
)o/ts