HomeMy WebLinkAboutREVISIONS��V) � \,ob %�--
Q.FFICE USE ONLY:
DATE FILED: \ I a.b
REVISION FEE: -I • a d
PERMIT#
RECEIPT # 191749
PLANNING && DEVELOPMENT sERvjcEsrZECElVED
BUILDING & CODE REGULATION DW SION
2300 VIRGINIA AVENUE APR 01 2020
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1578 ST. Lucie County, Permitting
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE
ADDRESS: 2Z?O SWeE-r w]4Te-R
SCANNED
2. DETAILED DESCRIPTION OF PROJECT BY
REVISIONS: St. Lucie Countv
`Dlecr- Gmt cold=lGU2RT)W CApibiGED„
RE --DES IGue� E rJc.LoSue t To gCCcFV A0'D;,/rr .
3.
4.
U
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS: G rz c
CITY: Po,tr Sr. Lei
PHONE (DAYTIME): '742
OWNEWBUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
ARCHITECT/ENGINEER INFORMATION:
° NAME: DO K7
ADDRESS: pb. 134
CITY: A M P A
PHONE (DAYTIME): '9
Revised 0722/2014
C
ST. LUCIE COUNTY CERT. #:
scpce{tJ Co.:r0C. 7r
yr?63
STATE: r� ZIP: 3416,11
FAX: 'T7,
ZIP:
FAX:
STATE: FL ZIP:
FAX:
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RECEIVED
APR 0 1 2020 R
ST. Lucie ounty, Permitting 1 �\
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3c FM 0
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INNED
By
ie County
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
(9) 812x$' S.M.S.
TO WALL MEMBERS
I^ l
(❑R)
2" (MAX.)(4)x JS.M.S.
2x2 A
2x2xlg" ANGLE
O
EYE BOLT
2U—BOLTED TO
! HEADER W/ DOUBLE
3HER & NUT EACH SIDE,
SAUG_ AGAINST ANGLE
o \
o e
e e o
S.M.B. e
(SEE PLAN MR SDq e
(9) /12x3/4' &M.S., EACH SIDE
(EACH END. TYP.)
O
ill
2.7 MIN. BEAM BRACE -� e
(NorCH TOP FUMGEs)
KNEE BRACE DETAIL
&MS.
(SEE PLN1 FOR SIZE) JJ
CONCRETE
(❑R)
Q) - W x r CONCRETE
SCREW ANCHOR (TYP.)
'.1
(2) flOx4'
FAME RAIL
Bosses
1xNfim BY Y LDNG
ANG1E. EACH SIDE ".)
(4) 1144' SNS..
2 52EW5
EACH LEG (TYP.)
HOLLOW POST —
USE /1'px S.M.S. Y 24' O.C. -
TD7NNE To W O.B. TO 2x3.
U4 O.B. FASTENED TO COWMN/POE
W/(2) /10x11W' S.M.S. INTO SCREW BOSSE
A (EACH END. TIT
2x PURUN
(WY BE SLOPED
OR FLAT)
BEAM STITCHING SCREWS (SEE TABLE) B 24. D.C.
SPLICE PLATE (EACH SIDE OF BEAR) `
A 5052-H32 ALLOY OR EQUAL, VW THICKNESS
�g
Jry (1.Ipl 414x�' SCREVS
Y
R LINE LINE SCREWS PLATE
64pD Ole le BEAM 'A' 'B'6'C' TOTAL WIDTH
2x4 3 2 24 12,
VYLE toSP1' 2x5 3 3 32 14'
2x6 4 3 40 14'
VHE�PN `ss•x�i ( i2x7!_ : 'S•.':. 'e`Sfi. 4e13 f'
PURUN FASTENED TO COLUMN/P
WON (4) j12x1' S.MS. (EACH L
USING X' WICK FIAT EAR BENT
ROOF BEAM j2xqKHW)j 6 1 7 1 88 IS- I KL
CONNECTION DETAIL xlow 7 zm y ss s )B•
(3) 1124- S.M.S.. EACH LEG AND MIN. (4) /Wx3' LONG S.M.S. INTO (71
P.
9
/CREW' B.M.S. CHANNEL 10 BFAV� YREW 80556 0 0 ALTERNATIVE)
Wj+fl(
SCREW TOTAL
BfAJI STRGIWM' O.C.
TOP AND BOTTOM OFSMB
2=J.G.G�o�� „-� sEE TABLE FOR sz6s) q''*ng•
VAIN
(2)-BI4xl
IMIY,' S.M3 O 24' D.C.—
INNECT TO 1x2 D.B. TO 2x&
(9) /12a' S.N.S. EACH SIDE.
(O(F B/DW (TYP ) OR
Dd BEN( FDR 2x5 EACH
NDTo
2x5 BEAM
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
j u'azo
�l
ST.
JCIEO
BOW
lxlxiW' BY 3' LONG
ANGLE, EACH SIDE (M.)
C
0
TJ
MED REGEWNG CHANNEL
NATLFAL THKKNF55)
IN'A x 3' LG.
(3) 112,,% S.M.S., EACH
lEG (a)�)
Z
W
SCANNED
w
-
z
BY
C
O 0
St. Lucie County
�
a
PURLIN TO ROOF BEAM
EE
CONNECTION DETAIL
LU
Co a
>-
U
0
DRAWN BY: DYK
I CHECKED BY: DYK
1W' HIM. 3 W MAX C-C
SPACING GF FASTENERS (TYP.)
DSTNE (TYP EDGE
OR FLAT DATE:
SIZE)
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KICTES, LLC
1267
O 39
L3ma3679 1,44-10
NNECTION DE
Irvec
ling No. - 060811
SHEET 1OF3
PURLIN SUPPORT-sT_-'
-'0r�'---
COWjN/POST9-
Y' ANGV- EACH SIDE (TYP.)
2x1/B' x 2' ANGLE
S.M.S. WITH MIN. 3§'
CD pN
<€:W2
*
/ (1) /12x3/4' S.M.S
EDGE DISTANCE
W/2 EMBED
INTO
W/` EMBEDMENT INTO
�•► _ (EACH SIDE)
ll OyO. �§'0 CONCRETE ANCHOR
STRU O CONCRETE
I'W O.B. SO E, PL
EMBEDMENT- O O W/sr MB
STRUCTURAL
RAL CONCRETE
(EACH SIDE)
3-
SE,EE..'PTAN FOR SIZE
14 O.B. FASTENEO TO CORNE
SECTION WIN /14xNQ S.M.S.1
24' O.C.
21219' GlE 2' LONG (EACH
W/
• Y' ANGLE, EACH SIDE (M.)
%'0 CONCRETE ANCHOR
W/2%' EMBEDMENT INTO
STRUCTURAL CONCRETE (IYP..
SEE NOTE 10)
�1'x2' O.B. SOLE PLATE
9'
EDGE OF CONCRETE
i
R _ _ 3- MIN.
PLAN VIEW
1' (TYP.)
TAOM POST
B'
PLAN VIEW
2'x PURUN
L$ 0x2Y� CONCRETE (BEAM
BE FLAT
SCREW ANCHOR O 24' O.C. OR SLAPEL
AND 9' FROM POST (TYP.)`
4
,., COWMN/POST •l(
�taZ O.B. SOLE PUTE-
PLAN -
I .-venx�c
(TYP.) 2
Ns
BEAM SUPP(
COLUMN/PO
2.Nl/a' x
W/ (4) 112
(EACH SIDE)
POST
BEAM WITH ONE (1) Ya'
BOLT. WRH FENDER WA
ATTACHED TO BEAM OR
DMODNAL BRACING SHA
ATTACHED TO ROOF PU
2.2x0.093 BRACE
(sEE PUN)
COLUMN
MAX. THICK BRICK PAVERS
IN MORTAR ON TOP OF FOOUM
1
PLATE
0 B SOLE
II Z
( N
Y' Ox5' CONCRETE SCREWS O 24- O.C. 2X- MIN. CONC.
(TYP.), 1)y' CONC. EMBEDMENT (MIN.) EMBEDMENT (TIP.)
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
4' NOMINAL CONCRETE SUB
W?W.M. OR500 PSI� FIBEMIN.R REINFORCED
[POLYPROPYLQIE FIBER -
1.5 POUND (MIN.)PER C.Y.]
.. - 4 .
e4 a
UNDISTURBED SOIL OR COMPACTED
CRUSHED UMEROCI( (90% PROCTOR)
- I MIN. (1)-e5 REBAR CONIINUOUS, SPUCE
MUSE OVERLAP 20' MIN.
3' COVER (TYP.)
Ix3 O.B. FASTENED TO CORNER
SECTION WITH 81Ox2- S.M.S. W/
%- CIA. WASHCR O 18- O.C.
(2)-R14
RAIL AND (2)-
THE CORNER POST
L-1x2 O.B. TOP FRAME
CORNER POST
lx O.B. SIDE WALL CORNER UPRIGHT
ELEVATION VIEW
CORNER POST/COLUMN
UPRIGHT DETAIL
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-Ml
ISSUED
2500 PSI MIN. CONCRETE STRENGTH
4 . REVIEWED FOR
MATE CODE COMPLIANCE
S , LUSFiE COUNTY
i
I I
4. A UNDISTURBED SOIL/SAND ��� W
I G (1)—#5 REBAR, CONTINUOUS L)
I 3" MIN. GONG. COVER, 36" MIN. — W
I I I LAP SPLICE OOf
U O
TI C
12" MIN!
J
U
Z
W
MIN. CONTINUOUS PERIMETER FOOTING
w
(4) d12.Y
2% PURUN
BEAM MAY
BE FLAT
OR SLOPE[
((2) 810x2):
TP. EACH
((TH
P8 EACH
c Z
Of
o
a
=
C0
J
Z U
W
U
ALTERNATE (1)
1 WW
2x1W ANGLE
BRACE
DRAWN BY:
DYK
25H x%m ANGLE (BRACE) W/
CHECKED BY:
DYK
(4) Al2WW SS.M.S. O EACH
SCALE;
ASSHOWN
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
i ANGLE 2' LONG ON
RSIDEW/(4) g12xY' S.M.S.
LED (BEAM 4: BRACE)
TRACE
PLAN)
ALTERNATE (2)
2x3 BRACE
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KI CATES, LLC
7
vlenolo39
Tampa, FL 33679
`i Zo
FOUNDATION/SLAB DETAIL
Drawing No. - 060811
SHEET 2OF3
2x PURLIN
(MAYBE SLOPED OR FLAT)'„ D ❑ KI M
" L ASSOCIATES, LLC
�. 1's' 0 X 4' LONG WOOD LAG SCREW OR
'e y4 0 xIN LONG MASONRY ANCHORS
' @ 24' OI&MAx.
•�� HOST STRUCTURE
'• (MASONRY OR WOOD)
2x24" ANGLE, EACH SIDE '(
(TYP.)
(4) #14xl" S.M.S., (2) SCREW
EACH LEG (TYP.)
F EDGE BEAM TO HOST ST
z _ CONNECTION DETAIL
REVIEWED FOR
CODE COMPLIANI
ST. LUCIE COUNT
ROCC
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 AD 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, DO 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 lat 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 #10A/4" SMS at 24"o.c., top and bottom.
7. Connections using screw bosses shall have minimum 141-#10x2" per connection unless shown otherwise.
B. Unless otherwise shown, screws shall have minimum edge distance and center -to -center distances as shown in this table.
1-1022 Low Carbon Steel SMS & Self -Drilling ITEM Screws (Industry Standard Screws)
Screw
Nominal Screw Diameter
(in)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
1/16"
W
#12
0.219
14.
1/11"
#14 (1/4")
0.250
Y2"
5/6"
9. Structure has been designed to meet the V Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Vult,
is 150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4,
2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASO).
10. Concrete anchors may be "Large Diameter Tapcons" (LTDs). Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws
or approved equal.
11. Aluminum roof pans shall be of aluminum alloy 3105-H14 or 3105-H28. Composite panel skins shall be of aluminum alloy 3105-H15
or 3105-H25.
CONSULTING
STRUCTURAL
ENGINEERS
PO Bar 10039
Tampa, FL 33679
Tel: (813) 374-Ml
ISSUED
0
0
C
W
o
0
O
(D
J
42
U
Z
W
w
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rn
CL}
LU
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0
F
DRAWN BY:
DYK
CHECKED BV:
DYK
SCALE:
AS SHOWN
DO YEON KIM, P.E.
FLA REG. NUMBER 49497
DO KIM & AS
TIAT
sES, LLC
87
a pa,
679
1.7 %[. z°
12. 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.
I Drawing No. - 060811 1
SHEET 3OF3