HomeMy WebLinkAboutWINDOW PLANSGENERAL NOTES
1. DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
2. ASCE 7-10. & SEI7
3. NDS18CON RE NATIONAL -DESIGN
REF ENCIFICAT Lit
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4. ACI318 CONCRETE REFRENCE MAN
5. PCI PRECAST & PRESTRESSED CON R .
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: C
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
II. 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 SIM_PSON_ 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.
ALUMINUM SPECIFICATIONS:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE SPECIFIED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
--(KICKPLATES)"SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
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 VX2" 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 3,13".
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
MISCELLANEOUS:
RECEIVED
FEB 2 71010
Permitting Department
St. Lucie County
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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
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"x0.044"
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"0.044"
2 x 5: 2"x5"4.050"
OPEN BACK SECTIONS
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1 x2: 1"x2"4.044"
SCANNED
1 x3:1"x3"x0.044"
BY
SNAP SECTIONS
St. Lucie
County
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"4.050"
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2 x 4 SNAP: 2"x4"4.045"
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2 x 5 SMB: 2"x5"x0.050"x0.100"
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2 x 6 SMB: 2"x6"x0.050"x0.120"
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DESIGN DATE: 02/08/2019
REVISION I: DATE
PAGE:
REVISION 2: DATE
SCALE: NTS
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PAGE:
N 2:
FLASHING
'HORIZONTAL OR SLOPED
I-x2- FASTEN TO COL (INTERNAL)
W/(2) #10M-12- SMS, FASTEN TO
EAVE RAILS ABOVE W/ #10XI-1/2- SMS
25. O.C. AND 6- FROM END -
TABLE "E"
6EPM OTY EACH SIDESrzE
2 x 3
4112
2 x 4
5112
2 x 5
5/12
2 x 6
6/12
2 x 7
7112
2 X 8
8/14
2 X 9
9/14
x 10
9/IL
MAINTAIN MIN, OF 5/0" SEPERATION
FROM EDGE OF BEAM SMS O.C. TYP.
NOTE: IF PAVERS PRE
PRESENT,CONCRETE
ANCHORS SHALL
PENETRATE INTO
FOOTING 2-1/4' MIN.
(TYP)
NOTE: WHEN FASTENING
TO WOOD USE IlW GALV.
LAG SCREW IN LIEU OF
CONS ANCHORS AND
ENSURE PENETRATION
MIN 2-1/4' INTO
STRUCTURAL FRAMING
BENEATH ITYP)
BEAM PER PLAN
NOTCHED TO RECEIVE
COLUMN WITHIN
SMS, (EACH SIDE)
CITY PER TABLE D
NOTCH PROFILE MAY VARY
TO PERMIT CORRECT # SMS
COLUMN PER PLANS
DETAIL "E" - UPRIGHT TO BEAM
CONNECTION SCALE: N.T.S.
1/4' DIA. TAPCON SCHEDULE
UPRIGHT
CITY. TAPCON/ OTY. #12 SMS E/S
2X3
(D 1/4" TAPCON/ (4) #12
2X4
(2) 1/4" TAPCON/ (4) #12
2X5
(2) 1/4' TAPCON/ (4) #12
2X6
(3) 1/4' TAPCON/ (6) #12
2X7
(3) 1/4' TAPCON/ (6) 412
2X8
(4) 1/4" TAPCON/ (8) #12
2X9
(4) 1/4" TAPCON/ (8) #12
2XIO
(5) 1/4" TAPCON/ (10) #12
SCHEDULE BASED ON 2-1/4' MIN.
CONCRETE ANCHOR EMBEDMENT
U8XZ-x2"x ANGLE
5032 H-32 ANGLE
2 - #12 SMS INTO COLUMN
1/4- MASONRY ANCHOR EACH
ANGLE - EACH SIDE COL.
5000 PSI CONC. n
SLAB/FIG.
6x6-ISM WWN SIDE VIEW
OR FIBERMESH
1/4• MASONRY ANCHOR
AT EACH ANGLE
(2) COX
INTO BE
BEAM
INSTALL BF
TO CORNEF
3/8" DIA. TAPCON SCHEDULE
UPRIGHT
OTY. TAPCON/ OTY. #12 SHE E/S
2X3
(D 3/8" TAPCON/ (4) #12
2X4
(2) 3/8" TAPCON/ (4) #12
2X5
(2) 3/8' TAPCON/ (4) #12
2X6
(2) 3/8' TAPCON/ (6) #12
2X7
(2) 3/8' TAPCON/ (6) #12
2X8
(3) 3/8' TAPCON/ (6)'#12
2X9
(3) 318" TAPCON/ (6) #12
2XIO
(4) 3/8" TAPCON/ (8) #12
SCHEDULE BASED ON 2-1/4' MIN.
CONCRETE ANCHOR EMBEDMENT
-SELF-MATING OR
SNAP SECTION TYP.
PER PLAN
FX2. O.B- BASE PLATE-TYP:
2-1/6' MIN. CONS
�— ANCHOR EMBEDMENT
• 2- MIN. ANCHOR SPACING
WHEN GREATER THAN 2x4
UPRIGHT IS USED SEE
^ TAPCON SCHEDULE ABOVE
2-#12 SMS
I/4' TAPCON XL (RED HEAD MFG. OR EQUAL)
2 @ Ix2 BASE
2 @ SLAB (BEYOND)
(2) #I0x3- SHE INTO SCREW
BOSSES FOR EDGE MEMBER
OR PURLIN
DETAIL "D" - ROOF BRACING
CONNECTION SCALE: N.T.S.
EDGE MEMBER
OR PURLIN
0.0625. 6063-T6 FLAT PLATE
W/(8) #IOx3/L- SMS. MIN- US'
EDGE DISTANCE, PLATE MAY BE
FASTENED INTERNALLY TO BRACE
ALL MEMBERS PER PLAN PAGE 2
n 0.FRC VARY PFR H AN PC',F >
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL WA4) #I0x.75-
INTO GIRT OR PURLIN B (2) #I1
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
(L) #I0x2- SMS INTO
SCREW BOSSES
PUFFIN
REAMI
SELF MATTING. OR HOLLOW / `MEMBER
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: N.T.S.
DOOR JAMB
PER PLAN
FASTEN HEADER W/(D #IOx3'
INTO SCREW BOSS OF HEADER
ALTERNATE HEADER CONNECTION
WHEN Z-BAR IS USED -FASTEN
Z-BAR TO COL/HEADER AT EACH
CORNER AND 18. O/C
ALTERNATE BASE PLATE CONNECTION
ATTACH MEMBER TO BASE PLATE
(INTERNAL)W/OU #IOx2- SMS
ATTACH BASE PLATE TO MEMBER
.OZ) #I0x3- SMS INTO SCREW
BOSS OF BASE PLATE
MX2- BASE PLATE ANCHORED
TO CONS W/ 1/L- MASONRY • • " • • • ° .
•° ANCHOR A D 2 EACH SIDE • • • °
• OF POST AND 4. O.C. MAX ' < . p • • a A .
° 6
3000 PSI CONO. 14 1A--i
SLAB/ FTG. I, TAPCON (RED HEAD MFG. OR EQUAL)WITHIN 6' OF COW MN
6,I6FIx10 WWMERMESH
OR FRONT VIEW 824. O.C. MAX. 1-1/4' PENETRATION INTO UNDERLYING FOOTING
OR FIB
DETAIL "B" - 2"x4" OR LARGER SELF MATING DETAIL "F" - DOOR JAMB & HEADER
UPRIGHT TO DECK DETAILS SCALE: N.T.S. CONNECTION SCALE: N.T.S.
2'x2XA63-- DIM, TO MATCH PURLIN
SIZE RECEIVING CHANNEL
IS) #12 SMS INTERNAL TO EAVE
RAIL (3) #I2 EACH SIDE INTO PURLIN
SAVE RAIL - SEE PLAN -
Ix2 OPEN BACK
EXTRUSION
(2) #IOx2' SMS THRU II INTO
SAVE RAIL EACH SIDE OF COLUMN
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CONNECTION SCALE: N.T.S.
(12) #12x1' SHE
@ I- SPACING
2-x2- EDGE BEAM
(2) #I03- SMS
INTO SCREW BOSSES
CONNECTING EDGE
BEAM TO PURLIN -`
UPRIGHT
I-I/2'x I/Ib'PLATE
(TOP OR BOTTOM)
I'x2- FASTENED TO COLUMN
.1(2) #10M-1/2- SMS INTO
SCREW BOSSES FOR END
OR SNAP COLUMN
-I•x2- SNAP
NOTCH COLUMN AS RED D.
COLUMN PER PLAN
ALTERNATE DETAIL "G" SLOPED
PURLIN CONNECTION SCALE: N.T.S.
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DESIGN DATE:
0210812019
REVISION'I:
DATEj:PAjGE:REVISION
2:
DATE
SCALE:
NITS
GIRT FASTENED INTERNALLY AT EACH END
w/ #10A.5'EACH SCREW GROOVE. FASTEN
TO BEAM w/ 2x2x.125 ANGLE (2) #12 SMS
INTO BEAM 8 (2) #10ML5 THRU ANGLE INTO
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
ANGLE DIRECTLY TO GUTTER 1
2'X2'08'ANGLE
.10 #12 SHE
EACH LEG
I
FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS 0 INCLUDE 2'
GUTTER BRACE AT EACH BEAM
LOCATION
BEAM �/V SEE TOP O
SCREW IB' O.CVIIEW
(2) #12 SMS
CLOSE BOTTOM OF
BEAM WHEN TRIMMED o
.044 RECEIVING CHANNEL.
FASTEN w/(2)ON! SMS
EACH SIDE OF BEAM
GIRT
#10 SHE WITHIN 6'
OF BEAM 6 24' O.C.
2n2x1/8' ANGLE
EA, SIDE OF BEAM
W/(D #12 SMS
EACH LEG EACH SIDE
`FOR BEAM OVER 2a5
.044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
INTERNALLY W/(2) #12 SMS
ALTERNATELY 2x241T ANGLE BELOW GIRT. (2) #14 SMS INTO
BEAM 8 (2) 912 SMS INTO STRUCTURAL GUTTER
SIDE VIEW
TOP VIEW
DETAIL "H" BEAM TO GUTTER
CONNECTION SCALE: N.T.S.
0 O 0 01
J
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0
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NOTE F
INSTALL FASTENERS ALONG PERIMETER OF GUSSET
-BEAM JOINT 3/6' MIN, FROM EDGE. FASTENERS
MAY BE STAGGERED TO INSURE PROPER
QUANTITY PER TABLE B-I
FASTENER PATTERN MAY APPEAR DIFFERENT
FROM ILLUSTRATION.
MAINTAIN I/2'-SEPARATION BETWEEN FASTENERS
3/8' MIN, FASTENER SEPARATION FROM
BEAM JOINT OR EDGE OF REAM LAP
FASTENERS MAY BE EVENLY SPACED AROUND
EDGE OF GUSSET WITHIN 3/8' OF BEAM JOINT.
FASTENERS MAY BE STAGGERED TO INSURE
PROPER OUANTITY PER TABLE N
GUTTER TO
wl #14x2'
CREW 18.O.C.
SMS
E.
CREW
(2'x6' MIN: EXISTING)
URAL
a
3/16'-5052-1132 GUSSET
INTERNAL OR EXTERNAL
8' INTO EA. SIDE TYR.
(2XIOSM8 ILLUSTRATED)
TABLE B-I
BFM
POE
COL. TO
3.1
OTY SMS/
SIDE OF COL
BEAM TO
BEAM
OTY SMS/
FACE/SME
2 x 4
(5) #12
(9) #12
2 x 5
(5) #12
(9) #12
-2-X-
-(7) #12
(9) #12
2 x 7
(ID) #12
(10) #12
2 x 8
(12) #12
(14) #12
2 X 9
1 (14) #14
(14) #14
2 x 10
1 (16) #14
(IS) #14
DETAIL "K" GUSSET CONNECTION
SCALE: N.T.S.
.050'GUTTER STIFFNER
FASTEN TO FASIA rvGO
#14X2-WOOD SCREW
FASTEN TO GUTTER WE
#12 SHE —
GUTTER
GUTTER
WHEN BEAM 8 PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM 8 PURLIN
.1
B (4) #12 SMS EACH LEG
FASTEN INSIDE CORNER
(BEAM TO PURLIN)
w/I/8'x2'xY ANGLE
w/(D #12 SMS
INTO EA. MEMBER
(BEAM 8 PURLIN)
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: N.T.S.
(2) #14 WOOD SCREWS
(2) #12 SMS INTO FASCIA
2xMIS' ANGLE w/(2) GIRT
912 SMS EA- LEG
SMB
o
I/8'n2'X4' STRAP
(2) #12 SMS INTO BEAM jIDEIEW
(2) #12 SMS INTO GUTTER
GIRT
FASCIA
212x118-ANGLE w/(2)
M2 SMS EA. LEG I
SMB
1/0'x2'A' STRAP
(2) #12 SMS.INTO. BEAM GIRT _
(2) #12 SMS INTO GUTTER J
SM
TOP VIEW
DETAIL "L" CORNER GUTTER
CONNECTION SCALE: N.T.S.
(9) #IBn2
1/8' PLATE ON 450 ANSI
OR I/8'X2'X2" ANGLE wA
#12 SMS INTO EACH
INTERSECTING MEMBER
PERIMETEI
FRAMING
DETAIL "1-2" CABLE CONNECTION
AT CORNER SCALE: N.T.S.
GIRT
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Professional Surveyor & Mapper
Florida Certificate No. 6199
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LELGADESCRIPTION PARCEL ID: 1327=801-0073-000-8
LOT 184, MONTE CARLO COUNTRY CLUB, UNIT ONE, ACCORDING TO
THE MAP OF PLAT THEREOF, AS RECORDED IN PLAT BOOK 23,
PAGES 25, 25A THROUGH 25B,.OF THE PUBLIC RECORDS OF ST.
LUCIE COUNTRY, FLORIDA
CONTAINING 0.430 ACRES, MORE OR LESS
PROPERTY ADDRESS
GENERAL NOTES
TRACT,
2999 CONIFER DRIVE, FORT PIERCE
LEGEND & ABBREVIATIONS
�
BM DENOTES BENCHMARK
BB DENOTES BEARING BASE
C.M. DENOTES CONCRETE MONUMENT
/ CONC DENOTES CONCRETE
C.B. DENOTES CATCH BASIN
CBS DENOTES CONCRETE BLOCK STRUCTURE
CD DENOTES CHORD DISTANCE -
�B DENOTES CHORD BEARING
/0 DENOTES CLEAN OUTS
DENOTES CENTER LINED.E. DENOTES .DRAINAGE EASEMENT
F.F.E. DENOTES FINISH FLOOR ELEVATION
FND DENOTES FOUND
I.D. DENOTES IRRIGATION DUALITY WATER
IR/C DENOTES IRON ROD AND CAP
LB. DENOTES LICENSED BUSINESS
L DENOTES ARC LENGTH
L.M.F. DENOTES LAKE MANAGEMENT EASEMENT
(M) DENOTES MEASURED DATA
M.H. DENOTES MANHOLE
N/D DENOTES NAIL AND DISK
(NR) DENOTES NON RADIAL LINE
O.S.T. DENOTES OPEN SPACE
O.R. DENOTES OFFICIAL RECORDS BOOK
P.B. DENOTES PLAT BOOK
PG. DENOTES .PAGE
P.U.E. DENOTES PRIVATE UTILITY EASEMENT
P.D.E.DENOTES PRIVATE DRAINAGE EASEMENT
P.S.M.' DENOTES PROFESSIONAL SURVEYOR & MAPPER
P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR
P.C.C. DENOTES POINT OF COMPOUND CURVATURE
P.D. DENOTES POINT OF CURVATURE
P. I- DENOTES POINT OF TANGENCY
(P) DENOTES PLAT DATA
P.C.P. DENOTES PERMANENT CONTROL POINT
R DENOTES RADIUS
R/W DENOTES RIGHT OF WAY
SAN. DENOTES SANITARY
U.E. DENOTES UTILITY EASEMENT
W.M.T. DENOTES WATER MANAGEMENT TRACT
MAG/D DENOTES SET MAC NAIL AND DISK
A DENOTES INCLUDED ANGLE
DENOTES SET 5/8- IRON ROD & CAP LB 4286
DENOTES LIGHT POLE
DENOTES DRAINAGE FLOW
l DENOTES ELEVATION
1) The last date of field work was 05-16-2016
2) Additions or deletions to survey maps or reports by other than the signing party or
parties is prohibited without written consent of the signing party or parties.
3) Reproductions of this map are not valid without the signature and original raised seal
of a Florida Licensed Surveyor and Mapper.
4) Lands shown hereon were not abstracted by this office for rights —of —way, easements
. of record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This
information should be obtained through appropriate title verification.
5) All above ,ground fixed improvements, if any, have been located and shown hereon.
6) Underground foundations and improvements were not located as .part of this survey.
7) Flood Note: By graphic plotting only, this property is in Zone X according to the Flood
Insurance Rate Map, Community Panel No. 12111C0160J, effective date February 16, 2012.
The exact designation can only be determined by an elevation certificate.
8) The bearings shown hereon are based on Plat information and are referenced to the
center line of Conifer Drive which bears South 29'05'52" West and all bearings are
relative thereto.
9) No easements are shown hereon other than those depicted on the plat. No search of
the public records has been performed to find additional easements that may exist
10) Elevations shown hereon are based on St. Lucie County Benchmark JEB having on
elevation of 18.34 feet North American Vertical Datum (N.A.V.D.) 1988.
11) Bearings and distances shown hereon are the same as plat unless otherwise noted.
Boundary Topographic Survey,
and, Site Plan LOT 184 For:
LENNAR
CULPEPPER & TERPENING, INC
FlIe:16-053.184
Lot 184 CONSULTING ENGINEERS I LAND SURVEYORS.
Date: 05-18-2016 C',2980 SOUTH 25th STREET
FB: 1603/10 FORT PIERCE, FLOREDA 34981
SCALE 1"=20' PHONE 772-464-3537 PA%772-464-9497
-DRAWN BY: ND www.ct-eng.com
No. LB 4286
O.R. DENOTES OFFICIAL RECORDS BOOK
P.B. DENOTES PLAT BOOK
PG. DENOTES .PAGE
P.U.E. DENOTES PRIVATE UTILITY EASEMENT
P.D.E.DENOTES PRIVATE DRAINAGE EASEMENT
P.S.M.' DENOTES PROFESSIONAL SURVEYOR & MAPPER
P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR
P.C.C. DENOTES POINT OF COMPOUND CURVATURE
P.D. DENOTES POINT OF CURVATURE
P. I- DENOTES POINT OF TANGENCY
(P) DENOTES PLAT DATA
P.C.P. DENOTES PERMANENT CONTROL POINT
R DENOTES RADIUS
R/W DENOTES RIGHT OF WAY
SAN. DENOTES SANITARY
U.E. DENOTES UTILITY EASEMENT
W.M.T. DENOTES WATER MANAGEMENT TRACT
MAG/D DENOTES SET MAC NAIL AND DISK
A DENOTES INCLUDED ANGLE
DENOTES SET 5/8- IRON ROD & CAP LB 4286
DENOTES LIGHT POLE
DENOTES DRAINAGE FLOW
l DENOTES ELEVATION
1) The last date of field work was 05-16-2016
2) Additions or deletions to survey maps or reports by other than the signing party or
parties is prohibited without written consent of the signing party or parties.
3) Reproductions of this map are not valid without the signature and original raised seal
of a Florida Licensed Surveyor and Mapper.
4) Lands shown hereon were not abstracted by this office for rights —of —way, easements
. of record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This
information should be obtained through appropriate title verification.
5) All above ,ground fixed improvements, if any, have been located and shown hereon.
6) Underground foundations and improvements were not located as .part of this survey.
7) Flood Note: By graphic plotting only, this property is in Zone X according to the Flood
Insurance Rate Map, Community Panel No. 12111C0160J, effective date February 16, 2012.
The exact designation can only be determined by an elevation certificate.
8) The bearings shown hereon are based on Plat information and are referenced to the
center line of Conifer Drive which bears South 29'05'52" West and all bearings are
relative thereto.
9) No easements are shown hereon other than those depicted on the plat. No search of
the public records has been performed to find additional easements that may exist
10) Elevations shown hereon are based on St. Lucie County Benchmark JEB having on
elevation of 18.34 feet North American Vertical Datum (N.A.V.D.) 1988.
11) Bearings and distances shown hereon are the same as plat unless otherwise noted.
Boundary Topographic Survey,
and, Site Plan LOT 184 For:
LENNAR
CULPEPPER & TERPENING, INC
FlIe:16-053.184
Lot 184 CONSULTING ENGINEERS I LAND SURVEYORS.
Date: 05-18-2016 C',2980 SOUTH 25th STREET
FB: 1603/10 FORT PIERCE, FLOREDA 34981
SCALE 1"=20' PHONE 772-464-3537 PA%772-464-9497
-DRAWN BY: ND www.ct-eng.com
No. LB 4286