HomeMy WebLinkAboutBOUNDARY SURVEYTRACT C ��
WATER MANAGEMENT
ORIGINAL FIELD WORK at. Lucie cog
COMPLETED BY: ,�� A
TARGET SURVEYING, LLC
DATED: Y # 53� s (BEARING BASIS)
�ry� S 89°59'4 " E 52.00' OPIGINITION 0MG&IM SITE
�3T2i _ ST. LUCIE BRASS DISK
• FDtIND5/8' 'DODGE! c:• ��
,5 LOT 78 IRO ROD N A V.D.1968 ELEVATION =7.70 �.
Nota� r: BLOCK D �uDtQ
9
LOCA770N MAPenrrosr�eF
p `PAVE/RS; <r
24.T CONCEALED FASTENERS OR A-ITACHMENTS
ARE THE RESPONSIBILITY OF THE
JX6A -Ot5GPIPrION. CONTRACTOR OR RECORD
c o
�o c� LOT 78, BLOCK D, OF LAKES AT PGA VILLAGE, ACCORDING TO THE PLAT
i- + THEREOF, AS RECORDED IN PLAT BOOK 43, PAGE 32, OF THE PUBLIC
Lei ?V. x LOT ?7 'RECORDS OF ST. LUCIE.COUNTY, FLORIDA.
BLt K D _ �, 1�51f7�IVCE; b BLOCK D
b ct; # „ FLOOD ZONE X
`�tiT Z COMMUNITY NUMBER:
o 1202
85 FILEa PANEL:12111IX1275 CO
p
o SUFFIX: J
Z FINISHED FLOOR I B �s
ELEVATION = 27.18 . ` �'�, �`' ` I a' 1ti K
C
' R COVERED
I
c u' 8.v ENTRY f, i=I.C)NT
ItD0fi �l A7 ION O�F5Gf�IMON, T'^
ar o +c 2a o1 � � � �•'* o - A/C AIR CONDITIONER
SIDES
CIL CENTERLINE
21.5 ti I: alj, SIDES 1 b 9
I.D. IDENTIFICATION
GRAPHIC SCALE (in Feet) LB LICENSED BUSINESS {;,q
1iI"E'0 p �� N A.V.D. NORTH AMERICAN VERTICAL QAI , M F
003
"i PSM PROFESSIONAL SURVEYOR
FOUNDSW _ _ _ N _ } `�' FOUND Sr RNY 'RIGHT OF WAY f
IRONROD
TES .
P.� t 10' UTI r l a x TOPOGRAPHIC ELEVATION,
NO D.� LITY !�`f �
-.::_..,'... EASEMENT �.
_ o
96.40'(P) , N 89°5949"'W rS 00'57
� cw� ���' 1 ✓ f�
:.o o ' . . • ST. LUCIE COUNTY BUILDING DIVISION
-- • '
REVIEWED OR COMPLIANIKON
d S�ICRT CHIP CIRCLE.' '. REVIEW BY
------- fie'-�---- - __- DATE R
-_..
---- -------
PLANS AKID PERMIT MUST JOB
ti.--------- SITE OR N IO (DE
-- ----'---- SITE BENCHMARK
• O INSPECT N SE: MA
NOr
ELEVATION = 25:23
1. LEGAL DESCRIPTION PROVIDED BY CLIEN --- --
2. _ NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTI TL -P€RFO -- THIS OFFICE BI1110�h IQS�OIi1� PS
9 B5
3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY -�— --- THIS SURVEY IS NOT VALID WITHOUT
4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND' MEASURED UNLESS OTHERWISE NOTED _THE SIGNATURE AND THE ORIGINAL RAISED SEAL
RIBA�ICENSE�-SURVEYOR AND MAPPER
S. THE BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY PROPERTY LINE, ASSUMED TO BEAR S8975W49"E. -�
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nO KIM 8. # � 8.6 4949�
P.d� 1' 39
-rAkm - F 3
9
h +
19
3' x 3• x 0=' MIN. 6063-TS ALLOY
PLATE OR STRONGER (ONE SIDE) WITH
(3) - 012 x 4', SAS, EACH SIDE AS
SHOWN (%' MIN�`PLATE EDGE DISTANCE
L C-C FASTENER SPACING)
3' x 2' x 0.050' MM 6063-T6
ALLOY PLATEI OR STRONGER
MNE SIDE)
(3) - 012 x ,34' SN.S,
EACH SIDE AS SHOWN
DMIN. PI-
TANCE LAC CAE
FASTENER SPACING)
(5) /12x3/4' S.M.S.
W O.B. ATTACHED TO BEAM W/
(2)-f1 X2• S.M.S. LNTO SCREW BOSS
AW/ ' NUT AND WASHER T x�
O EACH SIDE OF BEAM
/12x2" S.N.S. O 24' O.C.
1x2 O.B. TO SUPER GUTTER
(4) /12x3/4' S.M.S.
F BEAM
T OR SLOPED) -�
(1/1 0/4' S.M.S.-
EACS• o" 7' SUPER GUTTER
MIN. OM* THICK
CORNER POST EAVE RAIL
(11 TOTAL) — 012 x
1' x 2' O.B.
SJLS AS SHOWN 011 MIN.
PATH) SECTION
PLATE EDGE DISTANCE L
C—C FASTENER SPACING)
6' x 5' x 0.050'
e
6063-T6 ALLOY PLATE
O C
GINE SIDE) OR STRONGER
O
K-BRACE
2x3xO.070 CHAIR RAIL
e
K-BRACE
0
O O
O
K-BRACE
O
CORNER POST
GIRT (CHAIR RAIL)
1' x 2' BOLE PLATE
0 CONCRETE ANCHOR (2 PLACES)
in OF TYP. ):' O CONCRETE
EWS FOR CORNER COLUMN
lx5x)6* ANGLE 6' LONG
RYP. a EACH BEAN)
eSECLRE
'•ACH ANGLE '
NOTES PRLNARY
ATTACHED TO
CONVENTIONAL
FACIA TO 8E 2x6 QONJ SPJ". OVERHANG NO
OR WESTER RED CEDAR NOTED ON PLA'
STRUCTURAL GRADE 2 MIN
x'�x2' LG. LAG SCREW 624
'
4ET(TIRELENGTH OF GUTFASCIA TO EACH RAFTER TAIL
p) iL''x4• LONG PAN HEAD LAG SCREWS
ORE ATTACHING SUPER GUTTER
CO p \ (TYP. a EACH BEAN)
f� / (v 012x2' S.RS @ 12, ac
(MAX) BETWEEN BEANS W/(2)
114,70C CONTINUOUS LL
li
SECURE FASCIA TO EACH RAFTER TAIL
W/ (D Y4'/x4' LONG PAN HEAD LAG SC
BEFORE ATTACHING SUPER GUTTER
/104/4' S.M.S. Vi' CONTMDM BEAD OF CONSTRUCTION
0 2' O.C. ADHESIVE
1x1aW BY 2' LONG -
ANGLE, EACH SIDE (EYP.)
(4) 14x1I' S.MS../
¢S
EACH LEG (rYP.)
HOLLOW POST J ,
BEANS SFMLL 8E
1C1 �7 BE/+)f.SmCiING SCREWS (SEE TABLE) i �24 Y0
_ C.3
- SPLICE PLATE (EACH SIDE OF DEAN)
SPACE SCREWS �= A v
505E-1<32 ALLOY OR EQUAL, 1/8' THICKNESS
EQUALLY
Fry
1' 0, c
C�� B14xY4' SCREWS
4 (x) (am) (now) (xxxx)
,� LINE LINE SCREWS PLATE
OkiOl ill BEAM 'A' 'B'i'C' TOTAL WIDTH
2x5 3 3 32 14'
)
�Ry O� p y�6*3�� •� 2x6 4 3 40 14'
l
2XB 5 5 64 16,
PV'
` 2x9 5 6 72 18,
' ROOF BEAM 2x9CHW) 6 7 Be I9' }'
CONNECTION DETAIL 2XIO 7 7 96 ie�=
(3) /12x11' S.N.S., EACH LEG AND MIN. (4) f IOx3' LONG S.M.S. INTO
(6) 012PW S.M.S. CHANNEL To BEAM sCREW BOSSES (TYP. ALTERNAINE)
(6) SCREW TOTAL
-mac.
2x3xo.O7o aRr/CHAIR-RAIL
(SEE PLAN)
DO KIM
& ASSOCIATES. LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tempe, FL 33679
Teh (813) 374-0321
wmate Dmcd 60r1
2,0WIS ISSUED
BEAM STOCIDNG O 24 O.C. . N
(TYP. TOP AND BOTTOM OF SUB W
2.34.0 00 / SEE TABLE FOR SIZES)
(TYP. ALTERNATTYE)
Al a
MIN. (4) /104- LONG
SM.S. N10 SCREW BOSSES
(IYP. ALTERNATLYE)
LMJ). POST
PURLIN TO ROOF BEAM
CONNECTION DETAIL
BNSISTING OF CHAIR RAIL / GIRT TO POST
iole"sessLRvCONNECTION DETAIL
2x3x0.045 FJWERAIL ATTACHED TO -
BEAMS WITH (3)-/10x2' SJJS.
2: PURUN_ INTO SCREW BO55. Yam'
OR
((2)3 IOx4' S.MS_THRU 20
E/1VE�RAIL INTO.gURUN SCREW Y% .t 2x5x.125 ANGLE-ZMDE WITH
BASSES q««' (2)-/14x1' INTO, -BEAM k (2)-/14x1"--.'
INTO UPRIGHT-4/
L<y`
USE /.tOxC1h•S.MS. O 24' O.C.
TO NECTTO 1x2 0.& TO 2x3. �
i q
/10.1)5' S.M O 24' O.C. ram
� [ TO' CON TO 1x2 O.B. TO 2x3.
x21F FASTENED-T CALUMHJPOSi PU N FASTENED TO COLUMN /POSE !
/tOxth' S.M.S. INTO SCREW BOSSES -4 12xf�JS;w (EAGFiLEI; _! _ BEAM ((IlM) OREACH SIDE
(EACH END. TYP.) USING )fi' THICK FLAT BAR BENT �, s) /12x �" s.IT.S� EACH�IpET=
TO FIT (6063-T6 ALLOY) OF BEAU FOR 2x5 COLUMN TO
2x5 BEAM
COLUMN/POST •`'
COLUMN/POS7
_j
J
3 J
fa
F
o
p
C
W
O
D
W BY 3' LONG
V
0
LE, EACH SIDE (TYP.)
C
J
(6) TOTAL (TYP.)
W
y
z
W
Z
It
�
�
a
H
J
w
(v
a
U
a
DRAWN BY:
DYK
CHECKED BY:
DYK
S.MAL BEAM
SCALE
AS SHOWN
MAY BE SLOPED OR FIAT
(S#E PLAN FOR SRE)
DATE:
BM1R16
NAMIN . MAX. C-C
CING ASTENERS (TYP.)
Yj' NIN BEAN EDGE
DISTANCE (TYP.)
DO YEON KIM, P.E.
FLA REG. NUMBER 49497
DO KIiK:
( .tC-d
Drawing No. - 060811
SHEET 1OF3
;,.� .COLUMN/POST - f ` ANGLE: EACH�SIDE (TYP.)
Wx1/8' x 2' LG. ANGLE S.M.S. WITH MIN. ' %-0 CONCREIE'•ANCHOR
- W/ (4) /120/4- S.M.SEDGE DISTANCE W/2%' EMBEDMENT, -'INTO
(EACH SIDE) STRUCTURAL CONCRETE•,(T1
NOTE 10) °t^ .
0 0 WCONCRETE ANCHOR 1'x2' O.B. SOLE�PL
2% EMBEDMENT INTO
STRUCTURAL CONCRETE
,Y (EACH SIDE)
g'E
cmu
..
-- - 3' MIN. (TYP
¢ Y4 Ix2Ys' CONCRETE
- - - - c SCREW ANCHOR O 24' 0
you -AND-9'-FROM POST-
-
N
SIDEWALL COLUMN TO CONCRETE 91C0L1M"
C.ONNECTI0N_.DE:TAIL-7
1x2 O.B. SOLE PLATE
o
SEE PLAN FOR SIZE a
EDGE OF CONCRETE ' (TYP,) b
1x2 O.B. FASTENED T CORNER ♦ +. 1g
SECTION WITH /uxfi - S.M.S.® ig �.
24' O.C. VN� i - PLAN VIEW
je W d
2xU:- ANGLE 27 LONG (EACH SIDE) �- -
W/(2) 114W,- S M.S. TO POST is"�'
@ 3 60 N.D. GALV. EXP. BOLT ♦ Uo$
W/ 2 1/2' MM), EMBEDMENT
CORNER POST / COLUMN
TO CONCRETE
Ya' ANGLE. EACH SIDE (TYP.)
S.M.S. WITH MIN.'
EDGE DISTANCE
J
i(j-0 CONCRETE ANCHOR
W/2 J* EMBEDMENT INTO
STRUCTURAL CONCRETE (TYP.,
�.,
'
SEE NOTE 10)
1 `x2' O.B. SOLE PLATE
...
,.
3- MIN. (TYP.)
f W
Y4'Ox2Ya' CONCRETE
SCREW ANCHOR O 24' O.C.
raoAND
me c3
N
9- FROM POST (TYP.)
9,
COLUMN/POST
ix2 O.B. SOLE PLATE
O
O
-
O —
—
--� -
----
-----------
EDGE OF CONCRETE I 1 P (TYP.) 2
a,a
CON
DET
BEAM SUPPORU�?,,
COLUMN/POST
240 /8' x 2" I.G.
W/ (4) #12x3/4'
(EACH SIDE)
6
BEAM MAY
BE FLAT
OR SLOPED - - ---
i
1 T : 2x5x16• ANGLE (2- LONG) W (2)-N14 ,
TEKS INTO TOP OF 2x3 EAVE RAIL AND (2)-
> =mo t N14 TEKS INTO THE FRONT OF THE CORNER POST
DO K I M
& ASSOCIATES, LLC
- CONSULTING
ts2 O.B. TOP FRAME STRUCTURAL
ENGINEERS
WYA" ANGLE CUP, CUT AT
A 45- (+/-) ANGLE AND
1.3 O.B. FASTENED TO CORNER CORNER POST
SECTION WITH j10x2' S.M.S. W/
O
ATTACHED TO THE SCREEN ROOF
BEAM WITH ONE (1) Y'r THRU- pl
/•� BOLT, WITH FENDER WASHER
ji ATTACHED TO BEAM OR EAVE RAIL
-- - - _. -- DIAGONAL BRACING SHALL NOT BE
ATTACHED TO ROOF PURUNS.
` DIA WASHER O 18' O.C.
ix O.S. SIDE WALL CORNER UPRIGHT
PO Box 10039
Tampa, FL33679
Tel: 3740321
)
2x2xO.093 BRACE --- ------
(SEE PLAN)
----- -- - --- - -ELEVATION VIEW - - - - - _ . - - -- -
-
ReVJD81
DeS1xi bon
�0
2m
ISSUED -_ - - -
NAL ROOF
O
CORNER POST / COLUMN
UPRIGHT DETAIL
Ins
A
,—COLUMN
2)r MAX. THICK BRIO( PAVERS
SET IN MORTAR ON TOP OF TOOTER
•
O.S. SOLE PLATE Z
•
N
�X- Ox5' CONCRETE SCREWS 6 24" O.C.\-2%' MIN. CONC.
(TYP.), %" CONC. EMBEDMENT (MIN.) EMBEDMENT (TYP.)
TYPICAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
4' NOMINAL CONCRETE SLAB
(2500 PSI, MIN.) W GxSx10 10
W.W.M. OR FIBER REINFORCED
[POLYPROPYLENE FIBER -
1.5 POUND (MIN.)PER C.Y,)
44,
.. r d• i
-- --
---: -- --- ---------
,d
• •r r •
• UNDISTURBED SOIL OR COMPACTED
• CRUSHED UMEROCK (SOX PROCTOR)
MIN. (1)-15 REBAR CONTINUOUS, SPLICE
MUST OVERLAP 20- MIN.
3' COVER (TYP.)
FOUNDATION/SLAB DETAIL
2500 PSI MIN. CONCRETE STRENGTH L
•
'
(n
J
a'
COMPACTED OR
Q
d• 4
UNDISTURBED SOIL/SAND
=
W
(1)-05 REBAR, CONTINUOUS
C
3' MIN. CONC. COVER. 36' MIN.
W
w
LAP SPLICE
0
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U
co
C
J
12' MIN.*
y
(�
ci
N
Z
W
MIN. CONTINUOUS PERIMETER FOOTING
4)
W
(4) j12xYi
2-x PURUN
BEAM MAY
BE FLAT -
OR SLOPED
2) + FJLO CH "I
R!1odi EACH I
c
z
Nu
M
�
a
o
Z
W
U
U
ALTERNATE (1)
V
W
244' ANGLE
L](-
BRACE
DRAWN BY:
DYK
2-xl-A- ANGLE (BRACE) W/
CHECKED BY:
DYK
INTERSECTION EACH
SCALE:
AS SHOWN
MEMBER
DATE:
8/111D6
' Wig- ANGLE 2- LONG ON
�- UNDERSIDEW/(4) /12xY4" S.M.S.
EACH LEG (BEAN k BRACE)
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
2x3 BRACE
(SEE PLAN)
ALTERNATE (2)
y 20 BRACE
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KI SO IATES, LLC
C 2 7
x 9
—tiM x 9 —
Drawing No. - 060811
SHEET 2 OF 3
S
UPRI
� 1
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
Rev.[Datd Des2npyan
pQ 20011� ISSUED
A
0
0
General Notes and Specifications:
1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate
consideration.
2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of ACI 318.
Reinforcing steel shall have a min. yield strength of 40,000 psi (grade 40) and be provided with cover in accordance with ACI 318.
3. All dimensions are provided by contractor, 00 Kim & Associates, LLC have made interpretations where necessary.
4. The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The
contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If
there is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host
structure capacity.
5. Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Aluminum shall be 7005-T53 Alloy, 6005-T5 Alloy; for secondary
components 6063-T6, Alloy based on industry standard shapes, thicknesses, and tolerances unless otherwise noted.
6. Unless otherwise noted, SMB shall be stitched with #100/4" SMS at 24"o.c., top and bottom.
7. Connections using screw bosses shall have minimum (4)410x2" per connection unless shown otherwise.
8. Unless otherwise shown, screws shall have minimum edge distance and center -to -center distances as shown in this table.
C-1022 Low Carbon Steel SMS & Self -Drilling (TEK) Screws (Industry Standard Screws)
Screw
Nominal Screw Diameter
(in)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
S/16"
9/2"
#12
0.219
3/6"
9/16"
#14 (1/4")
0.250
'/2"
S/a'
J
Q
W
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C
W
U
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am
W
C
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W
a
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0
H
Z
U
U
W
a
W
U
DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
8/11106
DO YEON KIM, P.E.
FLA. REG. NUMBER49497
9. Structure has been eslgfit=tree#=thQ ��+1t1� C (2017 FBC) Project is sited where the ultimate design wind speed, Vu2f, is DO KI AS OCIATES, LLC
150 mph (3-sec gust) for risk category I buildings and other structures. E`kpos-�3essign=pr-es uses ale from Table 2002.4, c 2sas7
0 0039
2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASD).aF9
10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws
or approved equal.
11. Screen enclosure structure shall meet Section 454.2.17 Residential Swimming Barrier Requirements and the screen enclosure per
454.2.17.1.11. if enclosing a pool. Drawing No. - 060811
SHEET 3 OF 3