HomeMy WebLinkAboutBOUNDRY SURVEYMIN. SETBACK RE---
FRONT�- - - - -
SIDES '
CNR SIDES �I
REAR
zNG. 300.00' (F & M)
EC�rH
S ,
a
g
S
C,!J\- bt(�_
SURVEYOR'S CERTIFICATE
36,0'
30.6'
JCQ
2jo
36.0'
' 12.0'
opilb i . - -
I'
Ls
500.00, (P & M)
o
FLOOD ZONE: 'X' S I
MAPPED: 12111CO189F
DATED: 08/19/91
I HEREBY CERTIFY THAT . THIS, - SURVEY _• MAP IS PER RECORD DESCRIPTION
AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF
AS SURVEYED IN THE FIELD. I FURTHER CERTIFY THAT THIS SURVEY
COMPLIES WITH THE MINIMUM CHNICAL STANDARDS SET FORTH IN
CHAPTER 61-G-17-6 BY THE RIDA BOARD OF LAND SURVEYORS
PURSUANT TO SECTION 47P. 7 FLORIDA STATUTES, AND THAT THERE
ARE NO ABOVE .GROUND EN ENTS OTHER THAN SHOWN.
7
BY: DATE: -
REGISTERED LAND SURVEYOR/
FLORIDA REGISTRATION #4015
GEORGE M. AYLOR, JR. R.L.S.
05
.S
m •�
LOCATION MAP
LEGAL DESCRIPTION:
LOTS 35, 36, AND 37, BLOCK. 3, INDIAN RIVER ESTATES
4 UNIT FIVE, ACCORDING TO THE PLAT THEREOF,. AS
RECORDED IN PLAT BOOK 10, PAGE 58, PUBLIC RECORDS
OF ST. LUCIE COUNTY, FLORIDA.
III
LEGEND: FIELD WORK COMPLETED, 05/27/08
■
-FOUND 'CONCRETE .MONUMENT
'RO'1
o'
-FOUND VS' DIA. IRON-
$
-EXISTING WIRE FENCE
WOOD FENCEENC_
-
-EXISTING
-CENTER LINE
FFE
-FINISH FLOOR ELEVA'rION '
PSM
-PROFESSIONAL SURVEYOR
AND MAPPER
R/W
-RIGHT-OF-WAY
PC
-POINT OF CURVE
p
-DELTA ANGLE
ADDRESS: 4909 PALMETTO DRIVE
FORT PIERCE, FLORIDA
SCANNED)
By
st. Lucie coopt ,
SURVEY .NOTES:
1. NOT VALID UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL,
2. LANDS SHOWN. HEREON'WERE.NOT ABSTRACTED
FOR. RIGHTS -OF -WAY, EASEMENTS,. OR -OWNERSHIP.
3. LAND DESCRIPTION HEREON WAS PROVIDED BY
T.HE''CLIENT.
4. BEARINGS SHOWN HEREON ARE BASED ON -THE
CENTERLINE.
5. 'THIS :SURVEY NDT TO BE. USED FOR FENCE.
INSTALLATION, SPRINKLER. SYSTEMS, SHRUBS, OR
ANY OTHER UTILITIES 'WITHOUT RE -VERIFICATION OF
PROPERTY -.CORNERS.
6. ELEVATIONS SHOWN HEREON ARE BASED UPON
N.G.V.D. -1929.
7. DIMENSIONS PREVAIL OVER SCALE.
CERTIFIED TO:
FRANCESCO LAMBIASE-
MELVILLE, SOWERBY & McCARTY, P:L.
ATTORNEYS' TITLE INSURANCE FUND, INC.
BOUNDARY SURVEY
REPARED ON THE ORDER OF,
MELVILLE, SOWERBY & MCCA Y )Picovy
SCALE: DRAWN BY: - 'FILE NO.: ,
1'=40' TMW . 4106
L -ARC LENGTH
X 0.00 -TYPICAL ELEVATION
GENERAL NOTES
APPLICABLE CODES REGULATIONS & STANDARDS:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE SPECIFIED.
uj
uj
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY
���5,�6�23
a
-CHAPTER-1-6-STRUCTURAL DESIGN, -CHAPTER 20 ALUMINUM &
2 AL-L-SE-L-F-MATING BEAM -SECTIONS -AR€ TO -BE STITCHED -WITH -
ST-Li C-I£-C- I3�"TY BL-ZL-DL�G IDi�1
CHAPTER 23 WOOD.
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
REVIE`!'ED FOR TPWC :,
N
2. ASCE 7-10. & SEI7
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
I3EVI<E�0'ED Y v;
a
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
HATE /�
4. ACI318 CONCRETE REFRENCE MANUAL.
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
PLAINS AA'D P 1IIT MUST BE KEPT ON JOB
r rnfll rnoC!nAn-r o nnrn nnrn
INCHES.
W
6. AA ASM 35 & AA ADM 1
WIND LOADS:
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA. DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 150
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: B
3. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.4
CONCRETE & FOUNDATION DESIGN:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER
IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:
A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
I. PORTLAND CEMENT TYPE 1 - ASTM C 150
II. AGGREGATES - LARGE AGGREGATE 3/4" MAX. - ASTM C 33
III. AIR ENTRAINING +/-1 % - ASTM C 260
IV. WATER REDUCING AGENT - ASTM C 494
V. CLEAN POTABLE WATER
VI. OTHER ADMIXTURES NOT PERMITTED
B. METAL ACCESSORIES SHALL CONFORM TO:
I. REINFORCING BARS - ASTM A615, GRADE 60
IL WELDED WIRE FABRIC - ASTM A185
C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
PERMITTED.
D. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
INCLUDING HOT WHEATHER RECOMMENDATIONS.
E. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
F. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE
SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE
FBC.
G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER.
2. FOOTING SIZE: EXISTING CONCRETE SLAB. NO ADDITIONAL
FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE
PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE
SLAB (3000 PSI) IS PROVIDED IN SOUND CONDITION, FREE
FROM STRUCTURAL CRACKING, SPALLING & OTHER
DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER
CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE
VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS
FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS.
3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING,
DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN.
HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) TYP. ALL LOCATIONS.
4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO
EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5
REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/
NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL).
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE
NOTED.
WIND SPEEDS EXCEED 75 MPH PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
FASTNER SPECIFICATIONS:
1. FASTNERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG.)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
AND FASTENERS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" GALV. LAG
SCREWS IN LIEU OF MASONRY ANCHORS: UNLESS OTHERWISE
SPECIFIED.
4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK
SCREW AT 24" O.C. AND 6" FROM ENDS
D. WHERE 1'X2" INSTALLED THROUGHOUT AN "OPEN VIEW"
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
MASONRY SPECIFICATIONS:
1. CONCRETE MASONRY UNITS (CMU) SHALL, BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
ON TYPE M OR S MORTAR.
2. ALL MORTAR SHALL BE TYPE M OR S.
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS V-0" IN
HEIGHT.
MISCELLANEOUS:
2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION
HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
THE ATTACHED DETAILS.
3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED
IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND.
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME.
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
3. DOOR LOCATION MAY BE RELOCATED'BY CONTRACTOR IN
THE FIELD.
4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
6. ALL 2X4 & GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED.
RESPONSIBILITIES:
1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
LEGEND: (ALL MAY NOT APPLY)
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
O = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW THESE
LAPIS AND ALL PROPOSED W
SIP = SOLID INSULATED PANEL ARESU
BJECTTOANY CORRECTIONS
CT = CABLE TIE REQUIF
ED BYfIELD INSPECTORS THI
SG = SUPER GUTTER MAY BE
NECESSARY IN ORDER TO
CS = CLEAR SPAN COMP6
r WITH ALL APPLICABLE CODE
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"x0.044" CONCEALED F ASTENERS OR ATTACHMEN",
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"0.044" ARE THE RESPONSIBILITY OF THE
2 x 5: 2"x5"xo.050" CONTRACTOR OF RECORD
OPEN BACK SECTIONS
1 x 2: 1 "x7x0.044"
1 x 3: 1"x3"4.044"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"x0.045"
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2"x7"x0.057"x0.120"
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"x0.082"x0.124"
2 x 10 SMB: 2"x10"x0.092"x0.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
M
Z Q E
U
U
O _
J 0 co
Lo
c
Q 0 N
ft �Q�;i
d'
O
J 00 �
z
w
z_
0
W
0
LL
N
0
n
0
co
U
U
N
0
I-
0
N
co
O
Z
H
U
W
w
IL
U
J
J
Z
w
F-
ai
w w
wgw
w
fn J U
Z
a
wcl
0 0-
W
gItLL
REVISION 1: DATE PAGE:
REVISION 2: DATE
SCALE: NTS
OR
PICKET SPEAF
�`- 825-1
T
65 DIA
OPTION A
f --2•,
r16. IA 1
SNAP POST
I X 1.6 X .162 CHANNEL
X 2" X. 125" ANGLE OR
JC CAP BRACKET W/ (2) #10
M.S. EA. FACE
DST
POST SPACING O.C. MAX.
FENCE SECTION (TYP.)
2.62 -
to
—g.0652
Z
fV
3T
Z
TO BE
N 4.00 IN.
HANNEL
,
IN DECK DETAIL
3/4" PICKET
EE NOTE 3
TOP CAP
NAP CAP PLAT
SNAP POST
BOTTOM CHANNEL
POST TO BE SET W/
QUICK LOCK OR EQUAL
CONC. FLOOR
TOP CAP & SNAP PLATE -
ASSEMBLY. CAPW/#10 SMS
AT ENDS & 12" O.C.
GENERAL NOTES PICKETTS SPACED
TO REJECT A
4" SPHERE
1. CONC. SHALL DEVELOPE A MIN. COMPRESSIVE STRENGTH OF 2500 PSI IN 28
DAYS.
2. ALL ALUM. EXTRUSIONS SHALL BE OF ALLOY 6063 TEMPER T-6 UNLESS
OTHERWISE NOTED.
3. ALL CONNECTIONS SHALL BE MADE W/#10 SHEET METAL SCREWS 1 1/2" LONG
UNLESS OTHERWISE NOTED.
4. REFER TO SURVEY FOR PROPOSED FENCE LOCATION ON SITE
5. WHERE FENCE IS TO BE USED AS A POOL BARRIER ACCESS GATES, WHEN
PROVIDED, SHALL BE EQUIPPED WITH A SELF LATCHING LOCKING DEVICE WITH
NO OPENING BETWEEN THE GATES AND BARRIER GREATER THAN 1/2 INCH
WITHIN 18 INCHES OF THE RELEASE MECHANISM. IF THE DEVICE IS LESS THAN 54
INCHES FROM THE BOTTOM OF THE GATE IT SHALL BE LOCATED ON THE POOL
SIDE ALL GATES MUST OPEN OUTWARD AWAY FROM THE POOL.
6. FENCE TO BE INSTALLED AT GRADE LEVEL ONLY. SITE SPECIFIC PLANS ARE
REQUIRED FOR ALL OTHER APPLICATIONS.
7. PICKETS TO BE 1" X V OR 3/4" X 3/4".
VINGS (TYP)
f - i.00-1 -- --
062
1" PICKET
ON DECK DETAIL OPTION
IN GROUND DETAIL
TUBE TO TOP
'OUR
(SEE NOTES ABOVE)
AS REQUIRED
.162
SNAP CAP PLATE
/-(4) #14 X 3W'LG.
SMS EA. COL.
{4) - 1/4" 3-
LG. TAPCONS
-1/4" STIFFENER
'I MIN. ff ` 5" X 1/4" TICK
SQ. BASE PLATE
ELEVATION
4) -1 /4" 3-
LG. TAPCONS
4) #14 X 3/4"LG.
Z ❑ = IS EA. COL.
Z /4" STIFFENER
" FROM EDGE
TO BOLT (MIN.)
PLAN
N
r
CD
r.
-7.C--r+
r
I
LLI
a
00
J=
uj
LLI
U�o
00
Jmrn
CO
z z
❑_
LL
U
(3O
Q
v
W =
0 rn
W
LID .a)
Z
w
C
Z
W<-i
0-c'
v F�
_ �
U
O
ti
a
LL
00
vl-
U
J
J
�
Z
W
O
�
H
J
()
�
W LL.
�
W
w CD
QQ�
W
W
U Z
Q OO'
9 a:
W gITLL
P]p
i
ill
Z
O
CL
a
"
DE DATE: 08109/2018
REVISION 1: DATE
PAGE:
REVISION 2: DATE
3
SCALE: NTS