HomeMy WebLinkAboutREVISION PERMIT APPLICATIONb a 1ob'\2
OFFICE USE ONLY:
DATE FILED: 5 N In -A,o
REVISION FEE: '95 ao
PERMIT# lg%d-ooyl
RECEIPT #
SCANNED
By
St. Luce County
PLANNING:& DEVELOPMENT SERVICE Fcr2CEIVED
BUILDING &CODE REGULATION DIVISION
.2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652 . .
(772) 462-1553 FAX (772) 462-1578
ST. Lucie County, Perm
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE
ADDRESS: "1 0 j C6C tJ SOiJ T��2
*?orrr s-r. Wuaf FL
2.
DETAILED DESCRIPTION OF PROJECT
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS: I b ez c
CITY: Potr S-r. Lo,
PHONE (DAYTIME): 7n2
4. OWNER/BUILDER INFORMATION:
t'
5.
NAME:
ADDRESS:
CITY:
PHONE:
INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (D
STA
ST. LUCIE COUNTY
FAX:
FAX:
STATE: Ff.-
FAX:
ZIP: 3'
ZIP:
ZIP:
Revised 07/22/2014 ff In
R
E V I I N IFILE Copy
®® YEON KIM, P.E_
FLA_ LIC_ NUMBER 49497
Cq. #VF3
UO KIM 8 A LLC
R.0. BO39
TAMP^, 79
(813)85
SCANNED
BY
Shw i ANGELC) St..Lucie Count,
Rc-v 5/71zo-Lc)
r'
3' x 3' x O450' MIEL?6063-T6 ALLOY
PLATE OR SMGNGERj(ONE SIDE) WITH
(3) - 012 x V SHS, EACH SIDE AS
SHOWN (V MIN. PPLATE EDGE DISTANCE
0 C-C FASMMER]SPACING)
3' x 2' x BMW MIN. 6063-T6
ALLOY PLATE GR STRGNGER
(ONE SIDE) )q)1
(3) - 412 x Yi SAS,
EACH SIDE AS HDWN
It; MIN. PLATE EDGE
GIISTAHM I. C-L
FASTENER SPACI )
�(5) BI2x3/4-
•To BUN W/
INTO SCREW BOSS
/I ' S.M.S. 0 24' O.C.
1 O.B. TO SUPER GOrtEI
(4) f12x3/4- SAS.
ROOF BUM
(FLAT OR SLOPED)
jI)-2x24' ANGLE, EACH BIDE--� I
2 FOR 2x8 SMS OR ARGER.)
(4) #12x3/4' S.M.S.
EACH LEG.
5' or 7- SUPER GUTTER
MIN. 0490' THICK
1POST
E RAIL -11G
(11 TOTAL) -
V x 2' O.B. SAS AS SHG'
PATIO SECTION PLATE EDGE
L-L FASTENS
6' x 5- x OA50-
6063-T6 ALLOYZ
DOME SIDE) OR K-BRA2x3x0.070 CHAIR
-BRACE
K-BRACE
1' x 2' p,.LE PLATE
0 CONCRETE ANCHOR 62 PLACES)
a EU OF TV. Yr 0 CONCRETE
EWS_FO( CORNER COLOR(
LATERAL "K" - BRACING
(TYITSxYa' ANGLE G' LONG
P. @ EACH BEAN)
-(2) Y4.0x3' LS @ EACH ANGLE
NOTE
ATTACI
CONVE
FACIA TO BE 2x6 WIN.) S.PT. OVERH
p� OR
WESTER RED CEDAR NOTES
\) STRUCTURAL GRABS 2 MIN.
II) (O Y'Ox2' LG. LAG SCREW @ 24'
/- OG ENTIRE LENGTH OF GUTTER
/ SECURE FASCIA TO EACH RAFTER TAIL
W/ (O Y.'0x4' LONG PAN HEAR LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
(1) Yf0x2' LG. LAG SCREWS
(11f� 1 (TYP. @ EACH BEAM)
R / (D 012x2' SMS @ 22' 0.C.
MA13 BETWEEN BEAMS
LZ- PNGE ICK CONTINUOUS
810x3/4' S.N.S.- I- K' CONTINUOUS BEAD OF
O 2' O.C. ADHESIVE
29
GIRT (CHAIR
1.14' BY 2' LONG -
ANGLE, EACH SIDE (TYJ
(4) 11 S.M.S..
2 SCREWS
EACH LED (TYP.) .
HOLLOW POST —
(2) /IM4'
UVE RAIL I
BOSSES
MES.M.S. 01 24' O.C. —
TO Ix2 O.B. TO 2x3.
FASTENED TO COWMN/POST
SAS. INTO SCREW BOSSES
(EACH END. TIP)
2.
SPACE E
EQUALLY
Q
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
PURUN FASTENED TO COLUMN/POST
ARM (4) B12x1' S.M.S. (EACH LEG)
USING X- THICK MT BAR BENT
TO FIT (6063-T6 ALLOY)
BEAM STITCHING SCREWS (SEE H SIDE
@ B M) g
SPLICE PLATE (EACH SIDE OF BEAM) �r
A 5052-R32 ALLOY OR EQUAL, L/11' THICKNESS
1131
�pl IL 31
014xSCREWS
(N) (xa)L4' (vq (xve)
14
REAM LINE LINE SCREWS PLATE
1 A+3�511 A 'B'6'C' TOTAL WIDTH
D lMx� 2x4 3 2 24 l2'
uNC..c�W6100N' 2.5 3 3 1 32 14'
2x9 1 5 1 5 64 16'
2x9 5 6 72 18,
MANSARD BEAM 2x901W) 6 7 BH 1�
CONNECTION DETAIL 2x1G 7 7 96 ,4f1e'
(3) /12xY4' S.M.S., EACH LEG PAID MIN. (4) #IOW' LONG SAS. INTO
) r SCREW BOSSES (MTYP. &TD(MTNE)
(9) SCREW TOTAL. CHANNEL TO BEAM /
/ BEAL( STITCHING 0 24' O.C.
(TYP. TOP AND BOTTOM OF SMD
2x3Y0.0T0 SEE TABLE FOR SZES)
MKEN RELAYING CHANNEL (0.062-
I' x 2 I/B' x 1' x 3'' LG. LG.
(MIN. 0.062' MATERIAL ar) .1'x1111.E
(TYP.
1 1 \\
U`
011ERMTNE)
��
JTJ-1111
PURLIN TO ROOF BEAM
CONNECTION DETAIL
2x3x'0.045 EA E L ATTACHED
BEAMS WITH (3)-JIM2- S.M,:
IMO SCREW BOSS. _.�
S.M.S. 0 24' O.C. --
TO I� O.B. TO 20.
'.W4 SAS.. EACH SIDE-
4 (rmJ OR
'xy' S.M.S. EACH SIDE
4 MR 24 COLUMN TO
txlA' BY 3' LONG
ANGLE. EACH SIDE ".)
LEG (6) TOTAL (TYP..
LMIN, 3 If' MAIL C-C
CWG OF FASTENERS (TV.)
D' MIN. BEAM EDGE
ISTANCE (TYP
OR MT
SZE)
G�pV
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
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DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM AS IATES. LLC
Ap 268 7
P ox 1 039
Tamp , F 9
Drawing No. - 060811
SHEET I OF
SEE fAN FIN SIZE
Ix2 O.B. F ED TO CORNER I
SECTON BI4x1)5' SN.90
24' O.C.
2x2x1§' I GLE 2" LONG (EAR SIDE)
fi. 01 &MS. TO Pon
@ J 8 0 N.D. GALV. UP. BOLT
94'
Wxl/B" x V LG. ANGLE
S.M.S. WRH MIN. 3§'
W/ (4) B120/4- S.M.S
EDGE DISTANCE
(EACH SIDE)
TCONCRETE RON
W/2%' EMBEDMENT INFO
STRR UCTURAL CONCRETE
(EACH 90E)
)§• ANCLF, EACH SIDE ".)
%'0 CONCRETE ANCHOR
W/W EMBODIMENT INTO
STRUCTURAL CONCRETE (TIP.,
SEE NOTE 10)
1'x2' O.B. SOLE PLATE
a
AND 9- mom POST (lY
�¢o
B' COLUMN/POST
ix2 OR. SOLE PLATE
O O
O
EDGE OF CONROM I (TYPJ
PLAN VIEW y ®/
EDCE OF
AsT,
:LE, EACH SIDE (M.)
CONCRETE ANCHOR
)G—EMBEDMENT INTO
ICIURAL'�CO CRETE CYR,
NOTE 10)``y.� '
—1'12' 0.0iOLE PLAM
BEAM MAY
BE FLAT
OR SLOPED
g, C=MN/POST
112 O.B. SOLE PLATE
O
1' (TM.) ,0
2x .%'
A 4!Y
A
Ix3 O.B. FASTENED TO CORNER
SEDDON WIIR BIOx2" S.M.S. W/
%' DIA WASHER 0 18' O.C.
245A6' ANGLE (2' LONG) V/ OE-414
TEKS INTO TOP OF 2x3 EAVE RAIL AND (2)-
014 TEKS INTO THE FRONT OF THE CORNER POST
�Ix2 O.B. TOP FRAME
CORNER POST
-Ix O.B. SIDE WALL CORNER UPRIGHT
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
1 2x2x0.09J BRACE neviva ve:
(s¢ PVM) ELEVATION VIEW
QO ]
5VROOr� CORNER POST / COLUMN m ISSUED
c , UPRIGHT DETAIL
2)y' MAX. THICK BRICK PAVERS
BET M MORTAR ON TOP OF FOOTER
O.B. SALE p1gTF
Z
A
Yi 0.5' CONRETE SCREWS O 24' O.C. �2)6' MIN. CONC.
PORE
i� (TYP.), 1Y2' CONC. EMBEDMENT (MIN.) EMBEOMEM MP.)
2r lc. ANGLElain�js.M.s TYPICAL FRONT VIEW OF POST TO
6,
n FOUNDATION CONNECTION WITH PAVERS
POSE
4' NOMINAL CONCRETE SUB
(2500 PS10
W.M. RIB FIBER REINFORCED
[POLYPROPYLENE FISM -
1S FOUND (MIN.)PER C.Y.]
• 4. • °.
•4.
•4.. • d
•xa. 44
4,' .
•a
.••UNDISTURBED SOIL OR COMPACTED
CRUSHED DMEROCK (SOS PROCTOR)
MIN. (1)-B5 RESAR CONTINUOUS. SPLICE
MUST OVERLAP 20' MIN.
3" COvER (TYP.)
FOUNDATION/SLAB DETAIL
° • °
APPROXIMATE
G e 13
°a.
d. 4 4
c d
IL�J�
PSI MIN. CONCRETE STRENGTH
COMPACTED OR
N
= F
UNDISTURBED SOIL/SAND
W
-(1)-05 REBAR, CONTINUOUS
c o
3' MIN. CONC. COVER, 36" MIN.
— W
LAP SPLICE
0 Z)
C Q
( 1 4 d C.)
L) W
� W
MIN. CONTINUOUS PERIMETER FOOTING LU
(4) B12.Yi
2'. PURUN
BEAM MAY
BE FLAT
OR SLOPEL
(2) BIDx2)(
P. EACH
WBIOx3I(
P. EACH
C Z LY
OL o
F
Z U U
W (1) FL
ALTERNATE(1)
2Kix)¢' ANGLE
U O F
BRACE
DRAWN BY:
CHECKED BY:
2'.I"xIAANGLE (BRACE) W/
SCALE
(4) 012'A' S.M.S. O EACH I
ANGLE 2• LONG ON
RSDEW/(4) 112NY S.M.S
LED (SCAN h BRACE)
IRALE
PUN)
ALTERNATE 12)
20 BRACE
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1 _/
ove rOp
AS SHOWN I
DO YEON KIM, P.E.
FLAN REG. NUMBER 49497
DO KIMVACIATES, LLC
7
0039
Tampa, FL 33679
Drawing No. - 060811
SHEET 2OF3
/J�1 x O.B. OR
(2) Y4'0x2Y2'�LG. LAG SCREW
EACH SIDDEE OF BEAM (TYP.) —
(4) # 4� x3/4° S.M.S.
RPOF BEAM
JfLAT
OR SLOPED)
x2XYB" ANGLE, EACH SIDE —
(>I )
`t
(8)\;#14x3/4" S.M.S., (4) SCF
EACQLEG (TYP.)
TO FASCIA CONNECTI
FACIA TO BE 2x6 (MIN,)
SECURE FASCIA TO EACH RAFTER T
W/ U) i4'Ox4' LONG PAN HEAD LAG
BEFORE ATTACHING SUPER GUTTER
DET.
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 401 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 (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 11100/4" SMS at 24"o.c., top and bottom.
7. Connections using screw bosses shall have minimum (4)-#10x2" 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
#14 (1/4")
0.250
9. Structure has been designed to meet the 61" Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, V-, is
150 mph 13-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.
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
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DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM & IATES, LLC
887
PO Bo
Tampa, FL 33679
J-2Z.
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. __ � s ~%%/
Drawing No. - 060811 1
SHEET 3OF3
11 l_'\/1%.ZRif nlal