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UNIT 5
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UNIT 4
ONE—STORY
RESIDENCE
30.5'
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PAVER BRICK_
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2D.45' 47-
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34.6'_________
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(Basis of BeaIhg
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PROPOSED PAVER BRICKN7a41'2R )
ADDITION (TO BE SCREENED)
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MATCH E1aSRNG PATIO ELEVATION
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UNIT 3
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(OCCUPIED)
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TRANg=ER
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LEGEND
DUNE 14, 2020
Date of Signature
WILUAM B. BENNETT
Professlwal Surveyor & MapPw
Florida Certificate No, 6353
LB No. 76M
®
= SANITARY MANHOLE
0.
- CENTERLINE RIGHT OF WAY
EP
- EDGE OF PAVEMENT
FlRC
= FOUND 5/8-IRON ROD
& CAP (UNNUMBERED)
FIR
= FOUND 5/8• IRON ROD
(UNNUMBERED)
FND
= FOUND NAIL (UNNUMBERED)
D
- DELTA ANGLE
L
= ARC LENTH
R
= RADIUS
DE
= DRAINAGE EASEMENT
UE
= UTIUTY EASEMENT
RECEIVED
JUL 10 2020
ST. Lucie County, Permitting
J-
CIF
0
"SI TE
4
Vicinity Yap
(Not To seek)
LEGAL DESCRIPTION:
Unit 4, HARBOUR RIDGE PLAT 7-BAY13ERRY VILLAGE. according to the
map or plat thereof, as recorded In Plat Book 26. at Page 3 ('A' through 'B').
of the Public Records of St Lucie County, Florida.
LOT AREA 13.672 Sq. Ft; 0.32 Avert
STREET ADDRESS: 1810 NW Buttwbush Circle. Polm City Florida 34990.
SURVEYORS' NOTES:
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1. Bearings shown hereon ore based on the South fine of Unit 4 as platted and
beamN 70.41'25' W.
0 S p
2. Written dimensions take precedence over scaed dimensions and distances are
not to be styled for construction and/or design purposes
1�
3. All distances and bearings are as field measured and are coincident with
as
'PLAT' and description data unless otherwise noted.
A
4. This drawing is not valid without the signature and original raised seal of a
Florida licensed Surveyor & Mapper.
5. This survey Is based upon a description furnished by the client. there has been
no search of the public records done by this office.
6. Property Has In Flood Zone X as scaled from the National Flood Insurance
Program Rote Map. Community Panel Number 12111CD406 K. with an effective
date of Fcbruary 19. 2020,
7. This survey Is not covered by professional liability insurance.
& City water & sewer are awiloble in this area.
9. This survey meets the required aoauacy, as shown In Ch. 5J-17.051 (2) (b)
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based on its expected use.
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10. No underground utilities or Improvements were located unless otherwise shown.
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11. Elevations shown hereon, if any are based upon an assumed datum.
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12. This plan information to be verified by contractor prior to construction.
® = SANITARY CLEANGUT
CONIC = CONCRETE
A = TELEPHONE RISER
• = WATER METER
A/C - AIR CONDITIONER PAD
WF - WOOD FENCE
MF - METAL FENCE _
t = PLUS OR MINUS
PEP - POOL EQUIPMENT PAD
H20 - WATER TREATMENT PAD
0 = MAILBOX
0 - ELEC11C SERVICE MANHOLE
® - CATCH BASIN
CERTIFIED TO:
BDC BARCOS INVESTMENT CORPORATION
uoro or yam weta wont
Boundary Survey & Site Plan l
ee n n ett Prepared on the order of:
BDC Barcos
Bennett Surveying. Inc. Investment Corporation
&pHsr. Florida �33458 Plaid: dP B Job No.: 20-0602',
bob 772.336AS33 Drmene WB I Date: 08/14 2020
.effwil.aa.cam beftne ffVrjWgOyahSealy. 1'-20' Shaw!: i of 1
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SHEET MBER
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STRUCTURE CRITERIA
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DESIGN:
RECEIVEa
*THIS OVERALL DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 AND 20 OF THE 2017 FLORIDA BUILDING CODE
6TH EDITION, BUILDING AND ALL OTHER APPLICABLE STANDARDS
1 0
JUL 2020
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WIND CRITERIA:
*VELOCITY: 150 MPH (3 SECOND GUST), EXPOSURE C , RISK CATEGORY I.
ST. Lucie county, Permitting
W
E~ N h
FOR VELOCITY >100 MILES PER HOUR, IMPORTANCE FACTOR SHALL = 0.77.
U
F O
SCREEN DESIGN:
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*18 X 14 SCREEN WALLS: WW PRESSURE @ 19.6 PSF, LW PRESSURE @ 15.6 PSF, ROOF @ 5.4 PSF
DESIGN PRESSURE ON BUILDING ENVELOPE ELEMENTS:
*PER THE ALLOWABLE STRESS DESIGN FOUND ON TABLE 2002.4 AND 2002.4A OF THE FLORIDA BUILDING CODE.
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*THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN IN THE DRAWING. THE ACTUAL SPACING BETWEEN ANY TWO BEAMS MUST
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BE THE AVERAGE SPACING, +/_ 20, AND THE CENTER TO CENTER MUST NEVER BE GREATER THAN 8'-0".
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*EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED BY PRODUCTS
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EYE
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WHICH MEET THE REQUIREMENTS OF SSTD 12.
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SCREEN ENCLOSURE ROOF TYPE
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*COMBINATION OF MANSARD ROOF ENCLOSURE WITH 3'0" RISE MAX. AND A FLAT SCREEN ROOF, STRUCTURE IS CONNECTED TO EXISTING
SINGLE STORY C.B.S. HOME WITH WOOD FASCIA. (SEE CONNECTION DETAIL 4 ON PAGE 3).
*THIS ENCLOSURE WILL BE CONSTRUCTED ON AN EXISTING PAVER PATIO WITH,FOOTER POOL PATIO, AND A NEW ADDITION WITH AN 8" X
CONCRETE FOOTER WITH 1 #5 BAR CONTINUOUS. THIS FOUNDATION IS ACCEPTABLE FOR THIS ENCLOSURE.
*ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN 12" ON CENTER W/2-1/4" MIN. EMBEDMENT INTO CONCRETE.wa
ALUMINUM NOTES:
MATERIALS SHALL CONFORM TO THE F.B.C., CHANGES SHALL BE DESIGNATED BY THE ENGINEER
OF RECORD:
1:
ALL EXTRUSIONS: ALUMINUM ALLOY #6005-T5 OR 6061-T6, (NOTE: SPLICE PLATE MATERIAL MAY BE EXTRUDED FROM ALUMINUM
ALLOY 6061-T6, IF THIS ALLOY IS MORE READILY AVAILABLE).
2:
FASTENERS: ALUMINUM ALLOY # 2024-T4 & #7075-T6 DOUBLE CAD -PLATED STEEL, HOT DIPPED GALVANIZED STEEL OR
300-SERIES STAINLESS STEEL
3:
MATERIAL UPGRADES (STRONGER OR HIGHER GRADE MATERIALS) CAN BE SUBSTITUTED AT ANY TIME.
4:
NO EXPANSION BOLT MAY BE INSTALLED WITHIN 2" OF EDGE OF CONCRETE SLAB.
5:
NON STRUCTURAL ALUMINUM SHALL HAVE A MINIMUM THICKNESS NO LESS THAN
0.032" (KICKPLATES ETC.)
FILE
6:
ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH
COPY
ALKALI RESISTANT COATING.
7:
ALUMINUM IN CONTACT WITH WOOD SHALL BE PAINTED WITH TWO COATS OF HEAVY
BODIED BITUMINOUS PAINT.
REVIEWED
8:
SELF MATING BEAMS (SMB) UP TO 8" TO BE FASTENED WITH BEAM STITCH SCREWS @ 16" O/C
FOR
BOTH SIDES. (#12 SMS), FOR 9" & 10" SELF MATING BEAMS (SMB) TO BE FASTENED WITH BEAM
CODE COMPLIANCE
STITCH SCREWS @ 12" 0/C.
ST• L CIE COUNTY
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SHEET MMER
1 OF 6
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ISOLATED
FOOTING SEE
CONNECTION 3
ON PAGE 5
1 PLAN VIEW
Scala• 3l1R" v
EXISTING POOL PATIO
53.4'
54'-0"
8" X 8" CONCRETE
FOOTER ALONG
PERIMETER WITH 1 45
BAR CONTINUOUS
CONCRETE SPECIFICATION NOTES AND DESIGN PARAMETERS
1)- 6" X 6" 10/10 WWM OR FIBERMESH ADDED CONCRETE.
2)- TERMITE TREATED SOIL WHEN NEXT TO LIVING SPACE.
3)- FOOTER SHALL BE 8" X 8" FOR PERIMETERS
WITH ONE (1) #5 REBAR CONTINUOUS
3000 PSI
CONCRETE
FILLER
N PROPOSED 1'-6"
PAVER ADDITION WITH
,FOOTER AROUND PERIMETER
ISOLATED
FOOTING SEE
CONNECTION 3
ON PAGE 5
REVIEWED FOk
CODE COMPLIANCE
ST. LUCIE COUNTY
Rocc
1-#5 BAR
CONTINUOUS
�FOOTER ELEVATION ELEVATION
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SHEET NUMBER
2OF6
1
on
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PLAN VIEW
ELEVATION B. 2
FRONT WALL
B=BEAM
P=POST/PURLIN
CR=CHAIR RAIL
DJ=DOOR JAMB
K/B=KAY-BRACE
W/B=WIND BRACE
O
9-
MEMBER
SC
JEDULE
MARK
SIZE
MAT.
THICKNESS
DESIGN
W.
I F.
El
2'X S'
ALUM.
0.072
0.224
PER ENG.
Pi
4'X 4'
ALUM.
0. 125
0.125
PER ENG.
P2
2'X 3'
ALUM.
0.050
0.050
PER ENG.
P3
2% 6'
ALUM.
0.050
0.116
PER ENG.
P4
1% 2'
ALUM.
0.046
0.046
PER ENG.
CR
2'X 3'
ALUM,
0.050
0.050
PER ENG.
DJ
2% 2'
ALUM.
0.046
0.046
PER. ENG.
W/B
2'X 2'
ALUM.
0. 090
0. 090
PER. ENG.
ELEVATION C. 4
SIDE WALL
LEVATION A. 4
SIDE WALL
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
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SHEET NWER
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MITES SPLICES SHOWN FOR MANSARD SPLICES, IDENTICAL
SPECIFICATIONS FOR GABLE AND/OR MIGHT BEAN SPLICES
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SLPICE PLATE ALLOY:
6061T6 OR 50521132
6... 6..6:
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--*OiINTERNAL SPLICE PLATE
,I7! 4D Z 1� SCREW POSITIONS NEAR MITER
l e�gpB>Y'
, Y SCREW PoSITI," NEAR LITER JOINT MAY BE ADJUSTED
TO ACCOMODATE PURLIN, SPACE BETWEEN FASTENERS
ALONG MITER JOINT MAY 1 1/2' TO 2', MANTAIN
MAXIMUM AND MINIMUM DISTANCES BETWEEN SCEWS.
EDGE DISTANCE FOR SCREWS: 31C
MINIMUM SCREW SPACING: 5/8"
SPLICE SPECIFICATIONS PER TABLE 109 BELOW
Ir IUAL IlLISVRIlVA run 151IRM MlIISX OrL1l,C/
(DETAIL MAY BE ROTATED FOR GABLE RIDGE SPLICE, AND MAY \\1�
ALSO SERVE AS SPECIFICATIONS FOR A STRAIGHT SPLICE, MANTAIN
PLATE AND CONNECTOR SPECIFICATIONS IN TABLE 109 FOR ALL)
BEAM SLPICE DETAILS
TABLE 109
BEAM
SPLICE PATH
DI(ENTIONS
#14 SMS
PER SIDE
PER END
TOTAL
#14 SMS
PER SPLICE
FASTENER SPACES
rHICKNESS
LENGTH
HEIGTH
NUMBER OF
SPACES
HORIZONTAL
VERTICAL
2X6XO.050XO.120 SMB
3/16'
16'
5 1/4'
14
56
3
3
2X7XO.055XO.120 SMB
3/16'
16'
6 1/4'
14
56
3
3
2X8XO.072XO.224 SMB
3/16
18'
7 I/4'
16
64
4
3
2X9XO.082XO. 306 SMB
3/16
18
8 l/4
18
72
4
4
2X10XO. 092XO. 389 SMB
1/4'
20-
9'
22
88
4
6
IF DESIRED THE 3Z' BOLT SHOWN IN THE WIND BRACING CONNECTION
THAT SECURES THE 2 X 2 X 0.90 MEMBER TO THE U-BRACKET AND THE U.
BRACKET TO THE ROOF BEAM CAN BE REPLACED WITH FOUR (4) $14 SMS. THE
#14 SMS. MUST BE 1fY' FROM THE END OF THE U-BRACKET AND AT LEAST 314' A
(STAGGERED) FROM EACH OTHER.
1/4' THROUGH BOLT
U-BRACKET
\ (CHANNEL)
# 14 SMS TWO ON
EACH SIDE OF
BRACE
ROOF BEAM
1/8' OD
# 14 SKIS TWO ON
EACH SIDE OF
BRACE
N ALTERNATE
% CON'NECIJON OF
CHANNEL (4)
EACH #14 SUS
THRU CHANNEL
BFAV GB VERLM WEB TIR U BEAM
WEBIN70 BACKIN
SECTION PLATE
(U-BRACKET CHANNEL)
1/4' THROUGH BOLT
PURLIN OR LAVE RAIL
3 SCREEN ROOF DIAGONAL WIND BRACE
MS
"Z" GUTTER INSERT IN SUPER GUTTER
TO HOUSE CONNECTION
10' LNG (0. IM THICK ) EXTRUDED 'Z' BAR 4- 1/4"X 2 1/4' LAGS IN EACH 10' INCH INSERT
GUTTER INSERT, TYP. CENTERED ON EACH ROOF AUTO AT 24- 0.C. WAX. SPACING) IN THE REST OF
BEAR, WITH (4) FOUR It 14 TEES THIRD TOP LIP OF THE GUTTER (PILOT DRILL FASCIA W/6/32' BIT TO
GUTTER AVOID SPLITTING)
6' STRUCTURAL GUTTER n in
(CONT.)
?AGAI�
X2 SCHEEIR FRAME (TYP.)
'Z' GUTTER INSERT
[IS" SUER GUTTER 125' (CUT' 2' TANG) WITH 3-INCH LEG
CLIP, SHALL HAVE FOUR (4) # 14
GUTTER ELEVATION F ROOF BEAM AND TWO (2) #14 X 2'
TYP. 2V SCREEN ROOF BEAM (WAY BE(PER ANGLE CLIP) THEM GUTTER AND
FLAT OR SLOPED) IM1SERI(7YP. O\Ti MULE CLIP ON
F EACH BEAM
4 TOP VIEW PLAN
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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY SHEET NUMBER
IRor.rl 4 OF I
SECTION/SIDE ELEVATION
FOR 2"M4 SMB THRU 2"X10" SMB G
—�_
EMT POST / COLUHN
2' X 3' X 3/I6' ANGLE 2' LONG W/3 EACH # 14
SHS INTO POST WEB
2' X 3' X 3/16' ANGLES 3' LONG
01INIMAD
4'X B" X 23/8" BRICK PAVER PATIO
CONCRETE POOTER
04 ' TOP CON 1/2 I/2' EHBEWBAT INTO
coN( SITE
4- # 10 S.M.S. FROM INSIDE FACE OF
POST INTO SCREW SPLINES OF HOLLOW
GIRT ( I' EMBEDMENT MINIMUM.)
2' x 3' PURLIN MAY BE
SLOPING OR HORIZONTAL
MAXIMUN POST
HEIGTH (SPAN) 18' -0'
FOR NOWINAL 4' PATIO SLAB, DO NOT EXCEED 2 3/4' DEPTH
FOR MICRETE ANCHORS, WHERE CONCRETE DEPTH EXCEEDS
3 1/2' DEPTH, ANCHORS MY BE EIBEDDED UP TO CONCRETE
DEPTH DIVIDED BY 1.25
DETAIL — ELEVATIONS SHOW THE FOUNDATION
CONNECTIONS FOR VARIOUS DEPTH WU14XS
(POST'/UPRIGHTS). COLUIVS (POST/UPRIGRTS)
MUST NOT EXCEED ALLOWABLE SPANS
2' X 2'/ 2' X 3' OR
3' X 2' HOLLOW HORIZONTAL
(GIRT).
SELF MATING POST OR
HOLLOW POST.
OVERLAP BEAM WITH
2- #12 S. M. S ON EACH SIDE
COLUMN (PER TABLE) 2 EACH #10 S.M.S X 4'
LONG THRU HAVE RAIL 2X2
INTO SLOPING PURLIN
SCREW SPLINES
END WALL PERLIN CONNECTION DETAIL 6
ALUM. POST
• BRICK PAVERS
• As a4R®ir
N 0 �
1'-4' X V-4" X 2' 0' IN DEPTH
7�-P
CONCRETE FOOTER
#5 BAR X IS'LONG EACH WAY TRHU
OS
T'-4"
9 ISOLATED FOOTING DETAIL
Scale: 3 4" = P-0"
ROC'= C=AAA
PERLIN
FRONT VIEW
2-A 3" PERLIN WITH 1 #14 INTO
BEAM @ 16"
3"ANGLE
EACH SIDE
3EAM WITH
3414 S.M.S.
INTO EACH
BEAM. --
5 BEAM ATTACHMENT. TO,FRONT WALL
2' X 3' PURLIN (MAXIMW
PURLIN SPACING 7' -0' )
SCREEN ROOF BEAMS - SIZE
PER TABLE / MAXIMUM
SPACING 8' - 0' 0. C.
ROOFBEAM
#12 X 3/4' SALS
@24'0/C.TOP
& BOTTOM
- D131-ALUAL BEAM
114 x3/4'SNVS @24-
0/C. TOP AND
BOTTOM STAGGERED
4- X 16' X 1/R'
ALUM. STRAP
EACH SICE.
- ALML POW
3/8' T14l000H BOLTS
BEAM FASTENING
2" X 3" ANGLE
ON EACH SIDE
OF BEAM WITH
3414 S.M.S.
INTO EACH
BEAM.
SIDE VIEW
BEAM STITCH SCREW 0 24' O.C.
TOP AND BOTTOM (#12 SMS TYPICAL)
4 EACH #10 X 2' LONG S.M.S.
(TYPICAL) INTO SCREW BOSSES.
0
ROOF/SECTION OF CONCEALED FASTENER CONNECTION
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UOOF (L
rs.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIIE COUNTY
Roce
SHEET N(IMBER
5OF6
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