HomeMy WebLinkAboutDrawingty
0
FIRC
I '
I '
I '
I
N
0 I n7 I
O COI
'
I
I � I
'
Proposed Land Purchase
I
-�j
(*See 21-0414a)
*Sketch
�O
of Legal
2311, _
Z
N
W
`.200
`01 I
03 0
11, 1 2.0'
)
I �.
12,00;0' ' 10.5'
O
5
'
�
+ oco
_h
m
o -►
..
..
m 'n
O >c z
O
N N
Lnz o
0
�O
o
iw o0 m
O
'
" W
v ao
;
rn
it o
,
o
14.43'
D O
UNIT 9 (OCCUPIED)MC
z
�' �---- 10--
S68*06' 17"W 1 16.17' (P) -- FIR
I N
1 N
6' WF
(CLEAR) i ----y
' 30.3'
63.7'
-------------- COVERED 26.8' -
ENTRY
a,
L4
0
W
T
OD
I�
I
V ' 1
m
FIRC
N
O i
N �
I
't j 3cf=l ich,� 21
UNIT 10 ml
ONE—STORY L--I—
RESIDENCE
N SANITARY
Ln Ln �CLEANOUT
% 36.3' _r^
rn
AX11g b
Proposed
Improvement;
I
1 YX i41 I i a m B Digitally signed by
_
. William B Bennett
ryB e n n ett Date:, 2021.05.07
t° 11:50:55-04'00'
WILLIAM B. BENNETT
Professional Surveyor & Mapper
Florida Certificate No. 6353
LB No. 7608
CONCRETE
N DRIVEWAY
I
I �
1
I
I
S68006'17"W 135.39' (P)
IN
W
OI
(Wa
LT1�
32.85'
v
N
J
0
1
O�
01 O1.
N
tG�
1
0
10
O
10 1
O
Q
O
ELECTRIC
TRANSFORMER
O
LA
.�
FIRC
UNIT 11
(OCCUPIED)
\
LEGEND
QS =
SANITARY MANHOLE CONC =
CONCRETE
QH =
HOTWIRE MANHOLE
X =
TELEPHONE RISER
CL =
CENTERLINE RIGHT OF WAY
A =
WATER METER
EP =
EDGE OF PAVEMENT
A/C =
AIR CONDITIONER PAD
FIRC =
FOUND 5/8" IRON ROD
GEN =
GENERATOR PAD
& CAP (UNNUMBERED)
WF =
WOOD FENCE
FIR =
FOUND 5/8" IRON ROD
DUE =
DRAINAGE & UTILITY EASEMENT
(UNNUMBERED)
X =
CABLE TELEVISION RISER
D =
DELTA ANGLE
± =
PLUS OR MINUS
L =
ARC LENTH
o =
MAILBOX
R =
RADIUS
X =
LIGHT- POLE
POB =
POINT OF BEGINNING
❑E =
ELECTRICAL SERVICE
(P) =
PLAT DIMENSION
POC =
POINT OF COMMENCEMENT
L
i i7r
12821,1NV11
- S['4E, .
Vicinity Map
(Not To Scale)
LEGAL DESCRIPTION:
Unit 10, CINNAMON VILLAGE HARBOUR RIDGE —Plat 3, according to the
map or plat thereof, as recorded in Plat Book 24, at Page 18 ("A" through "E"),
of the Public Records of St. Lucie County, Florida.
LOT AREA: 12,370 Sq. Ft.; 0.32 Acres±
STREET ADDRESS: 12821 NW Cinnamon Way, Palm City, Florida 34990.
SURVEYORS' NOTES:
1. Bearings shown hereon are based on the West line of Unit 10 as platted and
bears N 23'10'25" W.
2. Written dimensions take precedence over scaled dimensions and distances are
not to be scaled for construction and/or design purposes.
N 3 All distances and bearings are as field measured and are coincident with
"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.
\� W 5. This survey is based upon a description furnished by the client, there has been
p no search of the public records done by this office.
6. Property lies in Flood Zone "X" as scaled from the Notional Flood Insurance
W -" Program Rate Map, Community Panel Number 12111CO260 J, with an effective
p
date of February 16, 2012.
7. This survey is not covered by professional liability insurance.
8. 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.
- - - - 11. This plan information to be verified by contractor prior to construction.
p Revised: Edit proposed improvement, WB, 05-07-21.
<%
% — P.
CERTIFIED TO:
KENNETH SPARLER
Date of Last field work:04/27/2021
d,d;•
`V nnett
Bennett Surveying, Inc.
107 Augusta Court
Jupiter, Florida 33458
tel: 772.336.4933
email: ben nettsurveying@yahoo.com
Boundary Survey & Site Plan
Prepared on the order of:
Kenneth Sparler
Field: JP/BB
—
Drawn:
21
Scale: 1 "=20'
Sheet: 1 of 1 00
P,
IT
STRUCTURE.CRITERIA
DESIGN:
*THIS OVERALL DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 161 AND 20 OF THE 2020 FLORIDA }BUILDING BODE
7TH EDITION, BUILDING AND ALL OTHER APPLICABLE STANDARDS
WIND CRITERIA:
*VELOCITY: 150 MPH (3 SECOND GUST), EXPOSURE'C', RISK CATEGORY 1.
FUR VELOCITY >100 MILES PER HOUR, IMPORTANCE FACTOR SHALL = 0.77.
SCREEN DESIGN:
*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.
*THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN IN THE DRAWING. THE ACTUAL SPACING BETWEEN ANY TWO BEAMS M;)ST
BE THE AVERAGE SPACING, +/r 2", AND THE CENTER TO CENTER MUST NEVER BE GREATER THAN 8041:
*EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED BY PRODUCTS
WHICH MEET THE REQUIREMENTS OF SSTD 12. !
SCREEN ENCLOSURE ROOF TYPE
*A=FRAME ROOF ENCLOSURE WITH 3'0" RISE MAX. STRUCTURE IS CONNECTED TO EXISTING
SINGLE STORY,-C.B.S. HOME WITH WOOD FASCIA. (SEE CONNECTION DETAIL 4 ON PAGE4).
CONCRETE;
*THIS ENCLOSURE WILL BE CONSTRUCTED ON AN EXISTING PAVER PATIO, WITH A NEW 8" X 8" CONCRETE FOOTER AROUND Ep,�RQME.TER
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.
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 ALUM(NU!M
ALLOY 6061-T6, IF THIS ALLOY IS MORE READILY AVAILABLE).
2: FASTENERS: ALUMINUM ALLOY # 2024-T4 & #7075-T6 DOUBLE CAD -PLATED STEEL, HOT DIPPED GALVANIZE:b 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.)
6: ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH
ALKALI RESISTANT COATING.
7: ALUMINUM IN CONTACT WITH WOOD SHALL BE PAINTED WITH TWO COATS OF HEAVY
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 a@ 12" O/C.
)�(O?_
RE` IEN
.E
Ti . LUO
rw02
r
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
FOOTING SEE
CONNECTION 1
ON PAGE 5
3000 PSI
CONCRETE
FILLER
co
8"
1- #5 BAR
CONTINUOUS
�� FOOTER ELEVATION
LLJ >-
Q
W Z � m
O �C)M
O W <LL
D �= z
z z
Q LLJ CU U
w�N�
Q 0 J
z�c
c cw U4 0)
N Z-�F- am
� EEL = N
WVOVwZ
3.W J W
i LY co
a LLJ 00
o
1-
zU
M
W
W
7
ti
N
04 Il-
U
z
Lo
�C
C
zvLL
T
/^/
v/
c
LL co
J
cWn�00
o
z
Via~
Q
N
Z
W
Q
z
0
s
a
o0)
z Z
QO
' zQ
® z>
� gw
�fw1 W
SHEET NUMBER
2OF6
m
r—
O
z
D
Cgf%
m
r
D
O
z
C0
w=
O m PLANS
-n z AND
0 W ELEVATIONS
X
0
n O
I
n
1 W
m
� N
' X
n C9
1
)9
m
>�
n D
K
Lewsw
FINO'S SCREEN
AND ALUMINUM CO.
2789 SE GRAND DR.
P.S.L. FL. 34952
PHONE 772-708-5761
Ln
m
m
m
z
O
O
n
AJ .
r
D
z
m
�J
-J
01
W
0
W
N
W
X
cT�
N
X
N
X
N
X
N
X
N
X
N
)G
N
N
N
W
N
W
q
OD
m
m
W
r
r
r
r
r
r
r
r
X
v-
`a:
00
000
00
0
�-�m
O
w
O
cyl
O
m
O
IM
—4
N
=
v
oc
x
i-
00000000
„zm
O
O
6)
O
W
N
?
i
(n
p
x
x
x
m
z
z
m
m
�'
Z
Z
Z
Z
Z
Z
Z
Z
z
Wv� �000
<n 0
0y--19
� > ;u
ng r
mWFz
JuL 2 20i1
SCREEN ENCLOSURE
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG
SPARLER RESIDENCE
1984 BILTMORE ST. #114
12821 CINNAMON WAY.
PORT ST.LUCIE FL. 32984
PALM CITY FL. 34990
PAUL WELCH P.E.
FLA. REG.No. 29945
SLPICE PLATE ALLOY:
MITER SPLICES SHOWN FOR MANSARD SPLICES, IDENTICAL 6061T6 OR 5052H32
SPECIFICATIONS FOR GABLE AND/OR STRAIGHT BEAM SPLICES
C7
0 V:
0 0 0 0 0', INTERNAL SPLICE
0 0 �a PLATE
111l COZ tz �109 SCREW POSITIONS NEAR MITE
PE ZP8
pE SCREW POSITIONS NEAR MITER JOINT MAY BE ADJUSTED
�ENGZN 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: 3/4"
MINIMUM SCREW SPACING: 5/8"
• SPLICE SPECIFICATIONS PER TABLE 109 BELOW
I rIV/1V "1-"VP%I IVIN rVfR vGMm ITII I GI% vrLwG A
(DETAIL MAY BE ROTATED FOR GABLE RIDGE SPLICE, AND MAY I
ALSO SERVE AS SPECIFICATIONS FOR A STRAIGHT SPLICE, MANTAIN
PLATE AND CONNECTOR SPECIFICATIONS IN TABLE 109 FOR ALL)
BEAM SLPICE DETAIL
TABLE 109
BEAM
914 SMS
PER SIDE
PER END
TOTAL
#14 SMS
PER SPLIC
FASTENER SPACES
THICKNE
LENGTIHEIGTH
NUMBER OF SPACE
EHORIZONTALVERTICA
2X6X0.050X0.120 SM
3/16"
16"
51/4"
14
56
3
3
2X7X0.055X0.120 SM
3/16"
16"
61/4"
14
'56
3
3
2X8X0.072X0.224 SMB
3/16"
1 18"
1 71/4"
16
1 4
2X9X0.082XO.306 SM
3/16"
1 18"
81/4"
18
72
1 4
4
2X10X0.092X0.389 SM
1/4"
1 20"
1 9"
1 22 -'1
88
1 4
6
3
IF DESIRED THE 3/6" 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 3/4' APART
(STAGGERED) FROM EACH OTHER.
(U-BRACKET CHANNEL
INSIDE VIEW WITH 4014 SMS
INTO BEAM OR PERLIN)
PURLING
1/4" THROUGH BOLT
U-BRACKET
(CHANNEL)
# 14 SMS TWO
ON EACH SIDE
OF BRACE
(U-BRACKET CHANNEL)
ROOF
BEAM
1/8" OD FENDER
# 14 SMS TWO ON
EACH SIDE OF
BRACE
1/4" THROUGH
BOLT
ALTERNATE
CONNECTION OF
CHANNEL (4)
EACH 014 SMS
THRU CHANNEL
WEB THRU BEAM
WEBINTO
BACKING PLATE
E
° tM4 SIAS (TYPICAL)
POSTICOLUMN-
IIAGONAL K-BRACE
PARTIAL ELEVATION/ UPPER K-BRACE AT EAVE RAIL
(SCREEN SIDE)
K BRACE SCREEN SIDE GUSSET PLATE SPECIFICATIONS:
1) ALLOY 6063T6 OR 6061T6 OR 5052H32
2) MINIMUN THICKNESS .090" ON THE OUT SIDE FLAT BAR
AND .0625 ON THE INSIDE 1"X3" ANNGLE PLATE
3)SIZE SUFFICIENT TO ACCOMODATE #14 SMS AT
A MINIMUM SPACING AND EDGE DISTANCE 1/2"
4)EQUAL NUMBER OF SCREWS INTO VERTICAL AND
HORIZONTAL MEMBERS (INSIDE AND OUTSIDE)
PARTIAL ELEVATIONILOWER K-BRACE AT SOLE PLATE
(SCREEN SIDE)
1" x 3" x.09375 ANGLE
INTERIOR
ANGLE( LENGTH EQUAL TO
DEPTH
OF SCREEN SIDE TE).
SECTION / K-BRACE CONNECTION (INSIDE)
"Z" GUTTER INSERT IN SUPER GUTTER
TO HOUSE CONNECTION
10" LONG (0.125 THICK) EXTRUDED 7' BAR
GUTTER INSERT, TYP. CENTERED ON EACH
ROOF BEAM, WITH (4) FOUR # 14 TEKS THRU
TOP LIP OF GUTTER
5"STRUCTURAL
GUTTER(CONT.) 1
O
4-1/4"X 21/4" 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)
>I
1X2 SCREEN FRAME
o • o 0
"Z" GUTTER
INSERT
SUPER
GUTTER 2"X3" X 0.125" (CUT 2" LONG) WITH 3-INCH LEG
G• 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 ROOF 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
r1i
l
ALUM.POST
BRICK PAVERS
4
w 1'-4" X 1'4" X 2' WIN DEPTH
• CONCRETE FOOTER
#5 BAR X 12" LONG EACH WAY TRHU POST
ISOLATED FOOTING DETAIL
2" X 27 2" X 3" OR
4- # 10 S.M.S. FROM INSIDE FACE OF 3" X 2" HOLLOW
POST INTO SCREW SPLINES OF HORIZONTAL
HOLLOW (GIRT).
GIRT (1" EMBEDMENT MINIMUM.) -
SELF MATING POST
OR
HOLLOW POST.
PARTIAL ELEVATIONS/GIRT TO POST CONNECTIONS
Wl CONCEALED FASTENERS ( 2
2"x 3" PURLIN MAY BE
SLOPING OR
HORIZONTAL
A • • OVERLAP BEAM WITH
2- #12 S.M.S ON EACH
SIDE
2 EACH #10 S.M.S X 4"
COLUMN (PER LONG THRU EAVE RAIL
TABLE) 2X2
INTO SLOPING PURLIN
SCREW SPLINES
END WALL PERLIN CONNECTION DETAIL 3
012 X 3/4• SMS
@24' OIC. TOP
8 BOTTOM
DBL, ALUM. BEAM
F14 x3f4' SMS @24-
O/C. TOP AND
BOTTOM STAGGERED.
2- 318' THROUGH BOLTS
W/1/r WASHERS.
L�J- ALUM.POST
DBL., BEAM FASTENING
ROOF BEAM
ROOF BEAM 2"X 2" PERLIN WITH 1 #14 INTO
BEAM @ 16"
PERLIN
0
° 1-#14 X 3" 2" X 3" ANGLE
0 0 S.M.S. @ 12" ON EACH SIDE
0 0 2" X 3" ANGLE O.C. INTO OF BEAM WITH
EACH SIDE BEAM. 3414 S.M.S.
O BEAM WITH INTO EACH
FRONT VIEW 3414 S.M.S. BEAM.
INTO EACH
BEAM.
SIDE VIEW
DBEAM 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.
ROOF/SECTION OF CONCEALED FASTENER CONNECTION
oa�0
O
z
pOce)
Z
W
W
WZL
cj�?
U
LuvCU
Q04
J
00
G7 e- G.
C�4 ' (j UJ c ) uj 1w
\ N Z5;Cf)LLa04
� uj ul cj
� ul Lu
-41
a o LL
T O
VILE COPY
M
O
ti
M
Z
U
`'
ti
W
�
W
N
o N ti
a�
U
z
zMLL
3 to
A
D
in J CO
0
O
Z
Q
pan
N ti
uj
L
Z
Z
p
Q
2
a
SHEET NUMBER
5OF6