HomeMy WebLinkAboutSCREEN ENCLOSUREDesign Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VuLT= 160 MPH
3. Exposure Category, Paragraph 1609.4.3 : B
Applicable Codes, Regulation and Standards
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structure, Part 1-A of the Aluminum
- Destgrf-Manaakprepar cW4he AlamkmnFAusaciatielOgel .-VVashtng on,- : -
2010 Edition
3. ASCE 7-10
General Notes:
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all local and regional ordinances.
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
Specifications
The following specifications are applicable to this projects :
1. Where concrete specification are required, whether in the screen enclosure scope
or not, by one or more regulatory agency, the following specifications are
applicable.
1.1. Concrete shall conform to ASTM C94 for following components:
1.1.1. Portland Cement Type 1, -ASTM C 150
1.1.2. Aggregate - Large Aggregate 314" max - ASTM C 33
1.1.3. Air entraining +/-1%-ASTM C 260
1.1.4. Water reducing agent - ASTM C 494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
1.2.1. Reinforcing Bars - ASTM A615, grade 60
1.2.2. Welded wire fabric - ASTM All 85
1.3. Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after batching is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hot weather recommendations.
1.5. Moist cure or polyethylene curing permitted.
1.6. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. Concrete shall be placed over polyethylene vapor barrier.
1.8. All aluminum components embedded rwithin concrete shall be coated with a
bituminous paint or epoxy.
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plate to ASTM B633, or stainless steel series "300".
4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from
end 24" on center or #12 screws V' from end 12" on center.
5. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Barrier requirements.
6. Door location shall be determined by contractor in the field.
7. When installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the pavers must
be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full
positive contact with concrete.
8. All flashing and waterproofing shall be provided by the contractor.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
Foundation Design: Existing Slab
Existing concrete. No additional concrete footing is required to resist the loads impo:
by the proposed construction if the existing footing is in sound condition, free from
structural cracking, spalling, or other deterioration.
Roof Type Screen Size
POLY EXISTING 18114 MESH
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
SELF MATING BEAM (SMB)
THE PORCH FACTORY BEAM (PFB)
2 x2: Yx 2"x 0.049"
2x4 SMB: 2"x4'x0.044"x0.100"
3.75PFB: 2"x3.75"x0.050"
2 x 3: 2"x 3'x 0.050"
2x5SMB: 2"x5"X0.050"x0.100"
5.75PFB: Yx5,75"x0.05S"
2 x 4: 2"x4"x0.050"
2X66MB: T X6•X0.05(rX0.120"
6.75PFB: 2x6.75"x0.0S7"
2 X 5: 2•x 5'x 0.05(r
2x7SMB: 2" x P X 0.057'x 0.120"
2X 8SMB: 2"x 8"x 0.07r X 0.124"
2x9SMS: 2•x 9"X 0.07r x 0.124"
:KNEE BRACE
OPEN BACK SECTIONS
1x2 1"x 7X 0.040"
2 x 10 SMB: 2"x 10"x0.09Y X 0.398"
1 x 3: 1' x r X 0.04S"
MINIMUM FABTENER EDGE DISTANCE:
MINIMUM FASTENER SPACING: 3/4'
1/2'SNAP
SECTIONS
2 x 2 Snap: 2"x2"x 0.045"
CONCRETE SCREW ANCHOR:
SHEET MATEL SCREWS IBM):
2x3Snap: 2"x3"x0.050•
SIMPOSONTITENHDOREQUIVALENT [TWBUILDEXOR EQUIVALENT
2 x 4 Snap: 2" x 4" x 0.045"
FILECO"LurieF--f�DStGoon i'E�EXl�E
SITE OR NO INSPECTIONS) WILL BE MADE
JUL 9 Z.* s
ng
j HOST
ATTACH THE ROOF TO
BEAM UNDER OVERHANG
NEW 5.75 PFB EDGE BEAM
2X5
3" 0.032" ALUM. SKIN 1-LB EPS
ELITE FOAM CORE ROOF
PANELS. (FL#7561.1)
3" 0.032" ALUM. SKIN 1-LB EPS
ELITE FOAM CORE ROOF
PANELS. (FL#7561.1)
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COMPLY WITH ALL APPLICABLE CODES.
NEW POST
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REVISIONS
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***NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAII
1/8" x 2" x 2" EXTRUDED (4) #14 x 3/4"SMS
ANGLE 5052 H-32 ALLOY O O INTO POST
O O
BRICK PAVERS
BONDEDTO
CONCRETE
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SEE PLAN d: d ' . • • •• z
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SIDE VIEW
(4) 014 x 314"
BRICK PAVERS. MAY NOT BE INTO POST
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
1" x 2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREW ANCHOR
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
x 2" DJ
(1) 3/8" DIA.CONCRETE
SCREW ANCHORS
(21/2" CONC. EMBED)
AND 24" O.C. MAX
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FRONT VIEW
DJA DOOR JUMB TO CONCRETE W/PAVERS DETAIL
A-2 SCALE:NTS
CORNER POST
(2) 910 x 11/2" SMS
THRU SCREW BOSSES
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETEEMBEDMENT
f
SLAB/FOOTING
SEE PLAN
SIDE VIEW
(4) #14 x 3/4"
INTO POST
1" x 2" O.B. FASTENED TO CORNER
POST W/ #12xl1/2" SMS AT 6" FROM
TOP & BOTTOM RAILS. TYPICALLY Q
24" O.C.
1/8" x 2" x 2" EXTRUDED ANGLE 5052
H•32 ALLOY EA CORNER W/ (2). #14 x 2"
SMS INTO POST & (1) 3/8" DIA.
CONCRETE SCREW ANCHOR INTO
CONCRETE
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CONCRETE POST W/ 1"X2" @
BACKSIDE
3/8" x LENGTH AS REQUIRED
FOR 21/4" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
DBL COMPRESSION SLEEVES
(9) #14 x 3/4"
1/8" PLATE ON 45" P
ANCHOR MINIMUM
CONCRETE EMBEDMENT
O O O O
O — — — — — SLAB/FOOTING
O SEE PLAN
O
EYE BOLT FOR
CABLE TENSION O
FRAMING
H-2 CABLE CONNECTION AT CORNER
A-2 SCALE:NTS
1/8"X2")W EXTRUDED I (1) 1/2" DIA THRU BOLT wMYLOCK
ANGLE 5052 H.32 ALLOY JAM NUT4N LIEU OF NYLOCK JAM
EA SIDE NUT. JAM NUT w/THREADLLOCKER
MAY BE USED
BRICK PAVERS TIGHTEN TO CONTACT. DO NOT
4OVER TIGHTEN
BONDED TO
CONCRETE
• -
d
BRICK PAVERS. MAY NOT BE
'
PRESENT. FOLLOW
a i,•
ANCHOR MINIMUM
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CONCRETE EMBEDMENT
SLABIFOOTING
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SEE PLAN
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a
SIDE VIEW
(1) 3/B" DIA CONCRETE
SCREW ANCHORS
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UPRIGHT
(2 1/4- CONC. EMBED)
1" x 2" BASE PLATE
— —
1"x2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
BRICK PAVERS
ANCHORED TO CONC W/ 114"
CONCRETE SCREW ANCHOR
SCREW ANCHOR
- - -
- (MIN. 11/4" EMBED) - - - —' — -- -
- - -
_CONCRETE
(MIN.1 1/4" CONC. EMBED)
6" MAX EACH SIDE OF POST
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
•
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SLABIFOOTINGT
SEE PLAN4.44 ••
--------- ------
FRONT VIEW
FRONT VIEW
CP-1 CORNER POST TO CONCRETE W/PAVERS DETAIL
B 2" x 4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL
A-2 SCALE:NTS
A_2 SCALE:NTS
118" S.S. CABLE
1 1/4" x 5 5/8" x 1/8" ALUM.
FLAT BAR. 6063-T6 ALUM. W/
(2) 31W DIA. x 2 314"
EMBEDMENT CONCRETE
ANCHORS
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/ \ 1/8" S.S. CABLE
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i 1 1/4" x 5 5/W x 1/8" ALUM.
�p FLAT BAR. 6063-T6 ALUM.
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(2) 318" DIA. x 3" EMBEDI LSLAB/FOOTING
CONC. SCREW ANCHOR SEE PLAN
CABLE CONNECTION AT FOUNDATION
A-2 SCALE:NTS
(4) #10 x 1 V2" SMS
SCREW BOI
SNAI
SELF -MATING E
1EMBER
C PURLIN OR GIRT BEAM OR POST DETAIL
A-2 SCALE:NTS
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REVISIONS
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REVISIONS
6" WIDE x 0.125" 7" BRACKET @ EACH
BEAM ATTACHED TO FASCIA W/ 318" x
3" LAGS (3 PER BRACKET) AND (1) 318"
X 3" LAG @ 24" O.C. AT GUTTER
1" x 2" x O.D44" OPEN BACK
W/ (2) 910 x 21/2" SMS THRU
BEAM INTO SCREW BOSSES
(1) 010 x 11/2" SMS 6" —
FROM BEAM AND 24" O.0
0 0
MATING
ELEMENT
1/8"x2"x2"x2"ALUM. 0
ANGLE W/ (4) #14 x 3/4"
SMS EACH FLANGE
EACH SIDE OF BEAM
0.062" BACKING PLATE
ON INSIDE OF GUTTER
2 1/8" x 1 1/8" x 0.052" (MIN.)
ALUM RECEIVING CHANNEL
W/ MIN. (2) #12 x 3/4" SMS
NOTE:
(2) 3/8" DIA. x 4" LAG SCREWS FOR
SPANS GREATER THAN 30'-0"
CONTRACTOR TO VERIFY
2" x 4" FASCIA- IF LESS
THAN 2" x 4" FASCIA, 2" X 4"
5"SUPER SUB FASCIA SHALL BE
PLACED OVER, LENGTHEN
GUTTER LAG SCREWS TO FULLY
PENETRATE SUB FASCIA,
IF OTHER FASCIA, ADD 2" x 4"
PT FASCIA wl 1/2" LAG
BOLTS -11/2" INTO TRUSS
TAILS- COUNTERSINK
FLUSH. WHEN INSTALLING
1/2" LAG SCREWS.
PRE -DRILL w1318" DRILL TO
PREVENT SPLIT ING
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
A-3 SCALE: NTS
MEMBER SIZE EDGE "C"
2X4
112"
2X5
1"
2XS - 2X10
1112"
FLASHING
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU B&M
W/(3) #10 x 11/2" SMS
1" x FASTEN TO EAVE RAIL
W/ # 10 x 11/2" SMS 6" FROM
UPRIGHT & 24" O.C.
(1) 1/2" DIA. x 2V2" THRU BOLT
W/ NYLOCK JAM NUT - IN LIEU--�
OF NYLOCK JUM NUT. JAM NUT
W/ THREADLOCKER MAY BE USED
INSTALLATION REQUIREMENTS:
BOLT IS TO BE INSTALLED AS TO
NOT DAMAGE BASE MATERIAL
DO NOT OVER TIGHTEN.
2" x SMS BEAM
NOTCHED OVER UPRIGHT
(SEEA-1 FOR SIZE)
2" x SMS UPRIGHT
(SEE A-1 FOR SIZE)
6" WIDE x 0.125" "Z° BRACKET @ EACH
BEAM ATTACHED TO FASCIA W/ 318" x
3" LAGS (3 PER BRACKET) AND (1) 318"
X 3" LAG @ 24" O.C. AT GUTTER
NOT NEEDED IF GUTTER HAS SPLINE
GROOVE. OTHERWISE, 1" x 2" x 0.044"
OPEN BACK W/ (2) #10 x 2112" SMS
THRU BEAM INTO SCREW BOSSES
00
0
2" x 2" xl/8" x 2" ALUM.
RECEIVING CHANNEL W/
(4) #14 x 5/8" SMS
1-1/4" O.C. INTO BEAM
EACH SIDE
5" SUPER
(1) 318" DIA. x 4" LAG
SCREW INTO EXISTING
OVERHANG FRAMING
OR RAFTER TAIL
CONTRACTOR TO VERIFY
2" x 4" FASCIA- IF LESS
THAN 2" x 4" FASCIA, 2" X 4"
SUB FASCIA SHALL BE
PLACED OVER, LENGTHEN
LAG SCREWS TO FULLY
PENETRATE SUB FASCIA,
IF OTHER FASCIA, ADD 2" x 4"
PT FASCIA w/ 1/2" LAG
BOLTS -1112" INTO TRUSS
TAILS- COUNTERSINK
FLUSH. WHEN INSTALLING
1/2" LAG SCREWS.
PRE-DRILLw/3/8" DRILL TO
PREVENT SPLITTING
G-1 GUTTER BRACE & PURLIN ATTACHMENT DETAIL
A-3 SCALE:NTS
Note - Orientation may be different.
3116" 5052-H32 GUSSET
2" x PURLINS ATTACHED TO —
BEAM w/MIN (4) #10 x 11/2" SMS
PLACE WASHER UNDER SCREW
IN GLIBBEST CORNER
#14 SMS @ 11/4" O.C.
NOTES:
1. SEE THE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ARE
FOR ILLUSTRATIVE PURPOSES. DO NOT COUNT SCREWS ON DRAWING.
2. GUSSET DIMENSIONS AREA MINIMUM (2) REQ'D - (1) EA SIDE OF BEAM - MAY BE INTERNAL
OR EXTERNAL
3. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 11/4" C/C SPACING.
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE.
-� I I 16° "Z" GUTTER BRACE
O
(2) 318" x 3"
O LAG SCREWS
0 6" �"
O /� GUTTEI
/ BRACE
2" x 2" PURLIN DEPTH x 0.125" /
ALUM ANGLE W/ (4) # 314"
SMS EACH FLANGE W/
INTERNALBACKING PLATES GUTTER
MATING ELEMENT
O O O O LIP
2" x 2" PURLIN DEPTH x 0.125"
ALUM ANGLE W/ (4) # 314"
SMS EACH FLANGE W/ 2" x 2" PURLIN DEPTH x 0.125"
INTERNAL BACKING PLATES w ALUM ANGLE W/ (4) # 3/4"
w SMS EACH FLANGE W/
O INTERNAL BACKING PLATES
F
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A-4' MATING ELEMENT ATTACHMENT GUTTER CORNER DETAIL
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FLANGE TO OVERLAP UPRIGHT
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EAVE RAIL INTERNALLY SCREWE
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THRU UPRIGHT WITH (3) #10 x 2" SMS /
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INTO SCREW BOSSES /
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1" x 2" x 0.044" OPEN BACK INTERNALY
SCREW TO UPRIGHT W/ (2) 910 x 11/2"
SMS & FASTEN TO EAVE RAIL W/
#10x11/2"SMS SPACED6"FROM
QQQQ
Q�QOp
UPRIGHT AND AT24"O.C. OQ�
O�oo
1/8" x 2" x 7" 6063-T6 ALUMINUM STRA I I
ODO
WITH (2) 010 x 5/6" SMS EACH SIDE OF
BEAM I O
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SHEET
UPRIGHT TO BEAM CONNECTION E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM F SLOPED PURLIN CONNECTION DETAIL
A-3 SCALE: NTS A_3 SCALE: NTS A_3 SCALE: NTS A-3
"'NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS"'
REVISIONS
WOOD:
#10 x W WOOD SCREWS, 6"
FROM GIRT & @ 12° O.C.
CONC.
1/4' DIA. x 3' CONCRETE
SCREW ANCHOR, 6-
FROM GIRT & @ 24- O.C.
(4) #10 x 11/2" INTO
SCREW BOSS
' x 2' HOLLOW SECTION
#10 x 3" WOOD SCREWS, 6'
FROM GIRT & @ 127 O.C.
2• x HOLLOW SECTION CONC.
GIRT OR PURLIN 1/4" DIA. x 3" CONCRETE
SCREW ANCHOR, 6-
l" x 2' FROM GIRT & @ 24' O.C.
C-1 iX2 TO HOST STRUCTURE DETAIL
A-4 SCALE: NTS
DST
1" x 2' OPEN BACK INTERNALLY
SCREWED TO BEAM W/ (2) #10 x 2' X
2° x 2" ANGLE #14 x 3/4 INTO
& F
INTO BEAM #14 14 x2" SELF
TAPPING SCREW INTO HEADER
I ROOFBEAMJ
1 1/2' x 21/8' x 0.062 6063•T6
ALUM RECEIVING CHANNEL W/
(6) 914 x W4' SMS EACH FLANGE
1/4" x 3" LAG SCREWS, 6"
FROM END & @ 24" O.C.
CONC.
114' DIA. x 2 1/4' CONCRETE
SCREW ANCHOR, 6-
FROM END & @ 24- O.C.
(3) 1/4* x 3' LAG SCREWS, 6"
FROM END &.@ 24' O.C.
CONC.
(3)1/4" DIA. x 21/4: CONCRETE
SCREW ANCHOR, 6-
FROM END & @ 24' O.C.
G-2 BEAM TO HOST STRUCTURE ATTACHMENT
A-4 SCALE: NTS
GUSSET PLATE d II h � SELF MATING
PER ESERIES BEAM
DETAIL #2
CONTRACTOR TO INSTALL
(2) #14 x 2' SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
CONTRACTOR SHALL RUN
1/4' THRU BOLT TO ATTACH
W/ NYLON WASHER &
STAINLESS STEEL NUT
IW LAGS, 4' FROM ENDS & 18' O.C. MAX. 1' MIN
LONGER THAN THE PANEL THICKENESS. W/
NEOPRENE WASHER ON EACH LAG
3' X 0.082 ALUM
RECEIVING CHANNEL W/
#12 X 3/4' TOP AND
BOTTOM AS END CAP
(2) 318• DIA x 6' THRU
BOLTS
UPRIGHT OR POST. SEE
PLAN SHEET FOR MEMBER
INFORMATION
ROOF PANEL
1"X 1" X 1/8' ALUM ANGLE
W/ (3) #12 X 3/4' SMS EACH
SIDE
DETAIL #1
H-3 ROOF BRACING CONNECTION DETAIL S COMPOSITE ROOF TO CARRIER BEAM CONNECTION
A-4 SCALE:NTS A-4 SCALE:NTS
FLASHING - INSTALL UNDER EXISTING DRI
EDGE AND OVER ANGLE
1/8" X 2' X 2" EXTRUDE 1) 1/2- DIA THRU BOLT W/
ANGLE 5052 H.32 ALLOY NYLON JAM NUT. DO NOT #10 X 1' SMS 2" FROM ENDS & R IN EO.C. W/ 1 ANGLE
EACH SIDE OVER TIGHTEN DIA. NEOPRENE WASHER IN EACH ANGLE
#10 X 3/4' SMS 2' FROM ENDS & S' O.C. W/ 1-1
DUI. NEOPRENE WASHER IN EACH ANGLE
1' X 3" X 1/8' EXTRUDED ANGLE, FULL LENG
OF COMPOSITE PANELS
777
4, •
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COMPOSITE
#10 X 3/4- SMS @ 6- D.C. B
(1) 3/8- DIA CONCRETE Qv
SCREW ANCHORS EACH SIDE
(2-1/4' CONCRETE 3" X 0.062 EXTRUDED RECEIVER CHANNEL ppQ
EMBEDMENT) p
WOOD: o
(2)1/4' DIA X 3- LAG SCREWS c
0
• • ! •� . ! • • 2" FROM ENDS & @ 9' O.C, o
�', •: • • 4 . CONCRETE: o
• • (2) 114" DIA. X 1 •V4' EMBED TAPCON.
A 4* • , • .: � 2-1/2' FROM ENDS & @ 12- O.0
• ...• d 4 WALL
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B-1 COLUMN TO SLAB CONNECTION DETAIL S-1 COMPOSITE PANEL CONNECTION
A-4 SCALE: NTS A-4 SCALE: NTS
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ALEXANDER J. PIAZZA PSM, INC.
Surveying • Mapping e Conaulting
619 SW Biltmore Street
® Port St. Lucie, Florida 34983
Phone: (772) 340-7770
BY: LBF280 Fax: (772) 340-2250
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CAD K:\BUILDERS\DWG2016\16-2368.DWG
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FLD CJM / AJP FB. 46 PG. 8 JOB 1 g 2368
OFF CJM DATE 3-15-16
CKD AJP SHEET 1 OF 1 DWG C-484
LEGAL DESCRIPTION:
LOTS 8, 9, 10, AND 11, BLOCK C, MARAVILLA HEIGHTS,
ACCORDING TO THE PLAT THEREOF AS. RECORDED IN PLAT BOOK
5, PAGE 1, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA.
CONTAINING: 47,049 SQUARE FEET OR 1.080 ACRES, MORE OR
LESS.
SURVEYORS NOTES
1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
SHOWN HEREON.
2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
LOCATED UNLESS OTHERWISE SHOWN.
3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO
THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
12111CO186 J. EFFECTIVE DATE FEBRUARY 16, 2012.
4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF
LOT 8 AS BEING S05'36'52"W ACCORDING TO THE PLAT
DESCRIBED HEREON.
6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
OTHERWISE NOTED.
7. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER.
8. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT
BY OTHER THAN THE SIGNING PARTY OR PARTIES IS
PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR
PARTIES.
CERTIFIED TO:
MIKE SHEELAR
ALEXA R J. PIA
Professional Surveyor 4 Mapper
Florida Certificate No.: 6330