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! i S81'36'25"E 131-20' FIRC (0.76-W)_
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S82'27'38"E 120.66'
FIRC (c.s W)
(Basis of Bearings)
UNIT 5
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(OCCUPIED)
WILLIAM B. BENNETT
Professional Surveyor do Mapper
Florida Certificate No. 6353
LB No. 7608
LEGEND
�$
= SANITARY MANHOLE
§1 = SANITARY CLEANOUT
CL
= CENTERLINE RIGHT OF WAY
CONC = CONCRETE
FP
= FDGE OF PAVEMENT
F£ = TELEPHONE RISER
FIRC
= FOUND 5/8" IRON ROD
= WATER METER
& CAP (UNNUMBERED)
A/C = AIR CONDITIONER PAD
FIR
= FOUND 5/8' IP.ON ROD
GEN = GENERATOR PAD
(UNNUMBERED)
WF = WOOD FENCE:
D
= DELTA ANGLE
DUE = DRAINAGE & UTILITY EASEMENT
L
= ARC LENTH
jr = CABLE TELEVISION RISER
R
= RADIUS
i = PLUS OR MINUS
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Vicinity Map
(Not To Scale)
LEGAL DESCRIPTION:
unit 6. HARBOUR RIDGE —PLAT 8—SWEETBAY VILLAGE. according to the
mop or plat thereof, as recorded in Plat Book 26. at Page 6 ("A" through "E").
of the Public Records of St_ Lucie County, Florida.
LOT AREA: 11.706 Sq. Ft.; 0.27 Acrest
STREET ADDRESS: 1614 NW Sweelboy Circle, Port St. Lucie, Florida 34990,
SURVEYORS' NOTES:
1. Bearings shown hereon are based cn the South line of subject property as
platted and bears S 82'27'38" E.
2. Written dimensions take precedence over scaled dimensions and distances are
not to be scaled for construction and/or design purposes.
3- Ali distonces and bearings are as held measured and are coinc',de•nt -oAln
-PLAT" and description data unless otherwise noted.
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 o description furnished by the client• there has been
no search of the public records done by this office.
6 Property lies in Flood Zone "X" as scaled from the National Flood Insurance
Program Rate Map, Community Panel Number 12111CO406 K. with an effective
date of February 19. 2020.
7. This survey is not covered by professional liability insurance.
S. City water & sewer are available in this area.
9. This survey meets the required accuracy as shown in Ch. 5J-17.051 (2) (b)
based on its expected use.
10. No underground utilities or improvements were located unless otherwise shown.
r'ERTIFIED TO:
RICHARD T. & BARBARA P. CLARKE
Date of Lost field work:08/28/2021
Boundary Survey
,.�e n n e tt Prepared on the order of:
Bennett Sutve in ichard T. Clarke &
Y 9 Inc.. Barbara P. Clarke
107 Augusta Court Field: JP/BB .lob No.: 21-0811
Jupiter. Florida 33458
tel- 772.336.4933 Drawn: WB Date:08/30/2021
email; bennettsurveyingOyahoo.com Scale: 1"=20' 1 Sheaf: 1 of 1
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LET NUMBER
OF5
STRUCTURE CRITERIA
DESIGN:
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*THIS OVERALL DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 AND 20 OF THE 2020 FLORIDA BUILDING CODE
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7TH EDITION, BUILDING AND ALL OTHER APPLICABLE STANDARDS
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WIND CRITERIA:
*VELOCITY: 'C',
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150 MPH (3 SECOND GUST), EXPOSURE RISK CATEGORY I.
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FOR VELOCITY >100 MILES PER HOUR, IMPORTANCE FACTOR SHALL = 0.77.
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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
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DESIGN PRESSURE ON BUILDING ENVELOPE ELEMENTS:
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*PER THE ALLOWABLE STRESS DESIGN FOUND ON TABLE 2002.4 AND 2002.4A OF THE FLORIDA BUILDING CODE.
*THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN IN THE DRAWING. THE ACTUAL SPACING BETWEEN ANY TWO BEAMS MUST
BE THE AVERAGE SPACING, +/ 2", AND THE CENTER TO CENTER MUST NEVER BE GREATER THAN 8'-0".
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GLAZED OPENINGS SHALL BE PROTECTED BY PRODUCTS
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WHICH MEET THE REQUIREMENTS OF SSTD 12.
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SCREEN ENCLOSURE ROOF TYPE
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*GABLE ROOF ENCLOSURE WITH 3'0" RISE MAX. STRUCTURE IS CONNECTED TO EXISTING
¢
�' a
SINGLE STORY C.B.S. HOME WITH WOOD FASCIA. (SEE CONNECTION DETAIL 4 ON PAGE 3).
CONCRETE;
*THIS ENCLOSURE WILL BE CONSTRUCTED ON EXISTING 4" MONOLITHICALLY POURED CONCRETE PATIO
THIS FOUNDATION IS ACCEPTABLE FOR THIS ENCLOSURE.
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*ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN 12" ON CENTER W/2-.1/4" MIN. EMBEDMENT INTO CONCRETE
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ALUMINUM NOTES:
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MATERIALS SHALL CONFORM TO THE F.B.C., CHANGES SHALL BE DESIGNATED BY THE ENGINEERcf)
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OF RECORD:
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1: ALL EXTRUSIONS: ALUMINUM ALLOY #6005-T5 OR 6061-T6, (NOTE: SPLICE PLATE MATERIAL MAY BE EXTRUDED FROM ALUMINUM
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ALLOY 6061-T6, IF THIS ALLOY IS MORE READILY AVAILABLE).
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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.
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5: NON STRUCTURAL ALUMINUM SHALL HAVE A MINIMUM THICKNESS NO LESS THAN
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0.032" (KICKPLATES ETC.)
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6: ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH
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ALKALI RESISTANT COATING.
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7: ALUMINUM IN CONTACT WITH WOOD SHALL BE PAINTED WITH TWO COATS OF HEAVY
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BODIED BITUMINOUS PAINT.
8: SELF MATING BEAMS (SMB) UP TO 8" TO BE FASTENED WITH BEAM STITCH SCREWS @ 16" O/C
BOTH SIDES. (#12 SMS),.FOR 9" & 10" SELF MATING BEAMS (SMB) TO BE FASTENED WITH BEAM
STITCH SCREWS @ 12" O/C. ,
SHEET NUMBER
1 OF 5
1
PLAN VIEW
SCREEN ROOF
I
ELEVATION A. 2
SIDE WALL
ELEVATION B. 3
FRONT WALL ,
B=BEAM
P=POST/PURLIN
CR=CHAIR RAIL
DJ=DOOR JAMB
K/B=KAY-BRACE
W/B=WIND BRACE
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MEMBER
SCHEDULE
MARK
SIZE
MAT.
THICKNESS
DESIGN
W.
F.
B1
2"X 8"
ALUM.
0.072
0.224
PER ENG.
B2
2"X 9"
ALUM.
0.082
0.306
PER ENG.
P1
6"X 6"
ALUM.
0.25
0.25
PER ENG.
P2
211X 3"
ALUM.
0.050
0.050
PER ENG.
P3
2"X 7"
ALUM.
0.055
0.120
1 PER ENG.
P4
1"X 2"
ALUM.
0.046
0.046
1 PER ENG.
CR
I 2"X 3"
ALUM.
0.050
0.050
PER ENG.
DJ
2"X 2"
ALUM.
0.046
0.046
PER.ENG.
(P5)(W/B)
2"X 2"
ALUM.
0.050
0.050
PER.ENG.
ELEVATION C. 4
SIDE WALL
>EE PAGE 4 FOR CONNETION
DETAILS
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SHEET NUMBER
2OF5
SLPICE PLATE ALLOY:
MITER SPLICES SHOWN FOR MANSARD SPLICES, IDENTICAL 6061T6 OR 5052H32
SPECIFICATIONS FOR GABLE AND/OR STRAIGHT BEAM SPLICES
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0 0
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INTERNAL SPLICE
11j2IOZ �p9 SCREW POSITIONS NEAR MITE
OF PSCREW POSITIONS NEAR MITER JOINT MAY BE ADJUSTED
�ENGtN 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: 314"
MINIMUM SCREW SPACING: 5/8"
SPLICE SPECIFICATIONS PER TABLE 109 BELOW
TYPICAL ELEVATION FOR BEAM MITER SPLICE 'I
(DETAIL MAY BE ROTATED FOR GABLE RIDGE SPLICE, AND MAY
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 PLATE
DIMENTIONS
#14 SMS
PER SIDE
PER END
I TOTAL
#14 SMS
PER SPLICE
FASTENER SPACES
THICKNES
3LENGTH
HEIGTH
NUMBER OF
SPACES
HORIZONTAL
VERTICAL
2X6X0.050X0.120 SM
3/16"
16"
5 1/4"
14
56
3
3
2X7XO.055X0.120 SM
3/16"
16"
61/4"
14
56
3
3
2X8X0.072XO.224 SM
3/16"
18"
7 1/4"
1 16
64
1 4
2X9X0.082X0.306 SM
3/16
18"
81/4"
18
72
4
4
10X0.092X0.389 SM
114"
20"
1 9"
1 22
88
1 4
1 6
IF DESIRED THE 3/8" 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 1/2" FROM THE END OF THE U-BRACKET AND AT LEAST 314 APART
(STAGGERED) FROM EACH OTHER.
PURLI
NG
m (U-BRACKET CHANNEL
1/4" THROUGH i INSIDE VIEW WITH 4 # 14 SMS
BOLT INTO BEAM OR PERLIN)
U-BRACKET i
(CHANNEL) a ALTERNATE
CONNECTION
# 14 SMS TWO OF CHANNEL
BEAM OR PERLIN H#14
ON EACH SIDE SMST .
SMS THRU
OF BRACE SEON THRU BEEAM B CTI
\` (U BRACKET CHANNEL) WEBINTO
BACKING
PLATE
ROOF
BEAM
=0r
IJUL F I
PURLIN OR EAVE RAIL
3 SCREEN ROOF DIAGONAL WIND BRACE
"Z" GUTTER INSERT IN SUPER GUTTER
TO HOUSE CONNECTION
10" LONG (0.125 THICK) EXTRUDED'T' BAR
GUTTER INSERT, TYP. CENTERED ON EACH
ROOF BEAM, WITH (4) FOUR # 14 TEKS THRU
TOP LIP OF GUTTER
5"STRUCTURAL
GUTTER (CONT.)
4-1/4"X 21M' LAGS IN EACH 10" INCH INSERT
AND AT 24" O.C. (MAX. SPACING) IN THE REST
OF THE GUTTER (PILOT DRILL FASCIA W/5/32"
BIT TO AVOID SPLITTING)
1X2 SCREEN FRAME
"T'GUTTER
INSERT rV
SUPER G 2"XW X 0.125" (CUT 2" LONG) WITH 3-INCH LEG
GUTTER AGAINST 1X2 CLIP, SHALL HAVE FOUR (4) # 14
GUTTER ELEVATION INTO SIDE OF ROOF BEAM AND TWO (2) #14 X
2" LONG TEKS (PER ANGLE CLIP) TRHU
TYP. 2X? SCREEN OF BEAM GUTTER AND INTO GUTTER INSERT(TYP. ONE
(MAY BE FLAT OR SLOPED) ANGLE CLIP ON EACH SIDE OF EACH BEAM
4 TOP VIEW PLAN
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SHEET NUMBER
30F5
2"X3"X 3116" BY 2" LONG ANGLE
EACH SIDE
3 EACH #14 S.M.S. EACH SIDE(3/4"
O.C. MIN.
3/8" DIA CONCRETE ANCHOR
W/2" EMBEDMENT (MIN.)
2" MI
2" X T' SMB COLUMN (SHOWN)
(COLUMN SIZED PER TABLE)
2"X3" X 3/16" BY 3" LONG (MIN.) EACH
SIDE
4 EACH #14 S.M.S EACH SIDE
1/4" TOP CON W/2 1/2" EMBEDMENT
L_INTO CONCRETE
COLUMN/FOUNDATION FOR LOAD CONDITION 3 .�
LOAD CONDITION 3 - CONNECTION UPLIFT CAPACITY = 2,400#
CONNECTION SHEAR. CAPACITY = 2,400#
4- # 10 S.M.S. FROM INSIDE FACE OF 2" X 2"/ 2" X 3" OR
POST INTO SCREW SPLINES OF 3" X 2" HOLLOW HORIZONTAL
HOLLOW (GIRT).
GIRT (1" EMBEDMENT MINIMUM.) -.% III I
SELF MATING POST OR
HOLLOW POST.
PARTIAL ELEVATIONS/GIRT TO POST CONNECTIONS 2
W/ CONCEALED FASTENERS
2" x 3" PURLIN MAY BE
SLOPING OR HORIZONTAL
si
OVERLAP BEAM WITH
2- #12 S.M.S ON EACH SIDE
COLUMN (PER TABLE) 2 EACH #10 S.M.S X 4"
LONG THRU EAVE RAIL 2X2
INTO SLOPING PURLIN
SCREW SPLINES
END WALL PERLIN CONNECTION DETAIL 6
4
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ALUM -POST
1'4" X 1'-4" X Z 0" IN DEPTH
CONCRETE FOOTER
• #5 BAR @ 12'
#5 BAR X IVLONG EACH WAY TRHU POST
ISOLATED FOOTING DETAIL
012 X 3/4' SMS
@24' O/C. TOP
& BOTTOM
DBL;ALUM.BEAM
#14 )W4' SMS @24'
O/C. TOP AND
BOTTOM STAGGERED
2- 30 THROUGH BOLTS
WIVY WASHERS.
Lzl- ALUM.Posr
BEAM
ROOF BEAM
ROOF BEAM 2"X 3" PERLIN WITH 1 #14 INTO
BEAM @ 16"
0
PERLIN
PERLIN —\ 0
0 2" X 3" ANGLE
0 0 ON EACH SIDE
0 0 2" X 3" ANGLE OF BEAM WITH
011 EACH SIDE 3414 S.M.S.
O BEAM WITH INTO EACH
FRONT VIEW 3414 S.M.S. BEAM.
INTO EACH
BEAM.
SIDE VIEW
5 BEAM ATTACHMENT TO FRONT WALL
2" X 3" PURLIN (MAXIMUM
PURLIN SPACING T-0" )
SCREEN ROOF BEAMS - SIZE
PER TABLE / MAXIMUM
SPACING 8' - 0" O.C.
BEAM STITCH SCREW @ 24" O.C.
TOP AND BOTTOM (#12 SMS
TYPICAL)
4 EACH #10 X 2" LONG S.M.S.
(TYPICAL) INTO SCREW BOSSES.
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ROOF/SECTION OF CONCEALED FASTENER CONNECTION
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