HomeMy WebLinkAboutREVISION - BUILDING PERMITOFFICE USE ONLY:
DATE FILED:
REVISION FE
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2.
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5.
PERMIT #
RECEIPT# I 1%tO
PLANNING & DEVELOPMENT SERVICES scq,4
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BUILDING & CODE REGULATION DIVISION St.
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2300.VIRGINIAAVENUE G�
FORT PIERCE, FL 349k-5652 C oun,
(772) 462-1553 FAX (772) 462-1575
APPLICATION FOR BUILDING PERA RT REVISIONS
PROJECT INFORMATION
LOCATION/SITE 7�
ADDRESS: 1(0153 CAaLTUrI A -)nuns rND.
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
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Alt: RcTUAuc4 29/X3?s'9`.
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CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: KX
BUSINESS NAME:
QUALIFIERS NAME:. _
ADDRESS: 1662 GW
CITY: pocT S C�eaE'
PHONE (DAYTIlIIE): 7'f2 3 t
9 1 i lU-�:uc_Yoe.
NAME:
ADDRESS:
CITY:
PHONE:.
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SFTSACy.5 QEAAAPAJ -rAfr 579+nC)
ARCHTTECT/ENGINEER INFORMATION:
ST. LUCIE COUNTY CERT. #: L1,763
FAX: Tt)yo^y4zC
STATE:
NAME: 1J0 KIIA + FFSsoc_
ADDRESS: Pb. not 10034
CITY: A M F A STATE:
PHONE (DAYTIME): 8 it 8`I 5- q 9 55
Revised 07/222014
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FAX:
FAX:
ZIP:
ZIP:
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REV. 5/(R/zo19
C)Q YEON KIM, P.E.
FL -A- LIC_ NUMBER 49497
CA_ # 26687
nO KIM 8s A$ C., LLC
P_O_ B, F 3O 0039
TAMP^679
(813) 87 55
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f
3' x 2- x 0.050' MIN. 6063-T6
ALLOY PLATE OR STRONGER
ONE Sim
(3)-012 x%. SAS,
EACH SIDE AS SHOWN
(If' MIN. PLATE EDGE
,ISTANCE L C-C
FASTENER SPACING)
FOUNDATION
(5)'012x3/4' S.M.S.
tx2 O.B. ATACHED [0 BEAM W/
(2)-/10X2' S.M.S.DNTO SCREW BOSS
) 812x3/4 SAS.
BEAM
OR SLOPED)
e
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RAIL
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PATD1 SECTION
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6063-T6 ALLOY PLATE
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-BRACE
. Z' tOLE PLATE
0 CONCRETE ANCHOR OR PLACES)
.IM OF TV. Y' 0 CONCRETE
EWS FOE'CURNER COLUMN
3 ANGLE 6' LONG
B EACH BEAro
Y'OX3' LG. B EACH ANGLE
BEAM STITCHING SCREWS (SEE TABLE) B 24' O.C.
O(o1 FOP
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CONNECTION DETAI
- BRACING' _ 1.14' BY 2' LONG
V'DETAILS 1
ANGLE. GCH SIDE (IYP.) `.
NOTE, I
ATTACH
CONVD
FACIA TO BE 2.6 WA' SP.F. NOT�I
DR WESTER REO CEDAR
STRUCTURAL GRADE 2 MIN.
(U Y'0x2' La. LAG SCREW B 24'
OC. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
WY (1) Y•¢XA- LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
(4) /14Wj' S.M.S..
2 SCREWS
EACH LEG
HOLLOW POST
USE #10xU5' S.MS. 0 24' O.C. -
TO CONNECCTT TO 1z2 O.B. TO 2.3.
U) Y'Ox2' LG, LAG SCREWS
(OR)TV. a EACH BEAN) Iz2 0.al FASTENED 0 COLUNN/P0:
IC (1) N12x2' SAS 2 12' o.c.
(4) 812x3/4' S.M.S.- / (MAX) BETWEEN BEAMS W/(2) IOx1M4' S.M.S. INTO SCREW BOW
EACH LEG. J (EACH END, W
Y�('�TRICK CGNIMMUS
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HIM 0.090' TRICK
SECURE FASCIA TO EACH RAFTER TAI
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ROOF BEAM TO SUPER GUTTER
CONNECTION DETAIL ®12' D.0 S.N.S. ADHESIVE�gUS BEAD OF
CHAIR RAIL / GIRT TO POST .
CONNECTION DETAIL
2x3xt1.045 FAERNL ATTACHE)
BEAMS WITH (3)-010x2- S.M.:
IWO SCREW BOSS. /v
ST. L.UC.IE
-0 R()C
1114x9V SCREWS
(iD
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LINE
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TOTAL
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WIDTH
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3
2
24
12'
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3
3
32
14'
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iFf C1ATES. LLC
WLLTING
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MTV EER5
PO Box 10039
Tamps, FL 33679
Tel: (813) 374-0321
,( Descri lion
ISSUED
MIN. (4) B100' LONG S.M.S. INFO
(3))) 11244' S.M.S.. MH LLG'AND SCREW BOSSES (TYP. ALIERNAIAE)
(9) ,SCREW TOTAL CHANNEL TO BFA)d
BEAM SDTCHWG O 24' O.C. Fn
(M. TOP AND somm OF SUB J
2x3x0.070 SEE TABLE FOR SIZES) Q
USE NlOxl)CONNECT
T S.M.S. O O.B.O.C. .
TO CONNEO6lIii TO 1.2 B. TO 2zJ.
PURUN FASTENED TO COWNN/POST (g)"'2 S.N.S. EAGI SIDE.
WOH (d) /12x1' S.M.S. (EACH LEG) OF BEAM M.) OR
USING M' THICK MT BAR BENT Ij (6) /12.W SM.S. EACH WE
TO FIT(6U63-TES ALLOY) NN4!A,'yy OF BEAM FOR 2x5 COLUMN TO
2.5 BEAM
�COLUMN/Pow � rry vuvin
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ANGLE. EACH SIDE (TV.)
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(3) #12xM- S3LS.. EACH
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LEG (6) MIX (TW.)
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PURLIN TO ROOF BEAM
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CONNECTION DETAIL
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DRAWN BY: DYK
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CHECKED BY: DYK
SCALE: AS SHOWN
SM.B. SLOPED
BE SLOPED OR MT
O
DATE: 8111106
(SE PLAN FOR SIZE)
=Q
,4 (SEE
SCANNED
--
BY
St. Lucie Count
AIF
DO YEON KIM, P.E.
I
FLA REG. NUMBER 49497
1�
If' HIM, 3 Y' MAX C-C
SPACING OF FASTENERS (TV.)
DO KIM AS IATES, LLC
A#268 7
TYf!DGE
/ D SRIK TANCE BEAR
P Ox7 39
Tam F 9
COLUMN TO ROOF BEAM
VNECTION DETAIL
Drawing No. - 060811
SHEET 1 OF 3
PURLIN SUPPOm
COLUMN/POST
2.2.1/8' . 2' W. ANGLE
S.M.S. VlTIF
W/ (4) II2x3/4' SACS
EDGE OIBTI
(EACH
NCR
CONCRETE ANCHOR
W/2
W/2�' EMBEDMENT INTO
STRUCTURAL CONCRETE
(EACH
(EACH 90E)
E
SEE PLAN MR SIZE
If
W O.S. FASTENED TO COME
SECTION WITH 8}�.IY' 9.M.5.�
24" O.C.
2.2x1R' ANCLEI2- LONG (EACL
W/(1) ){14.% IiM.S. TO POS
h 3 80 H.O. CALV. UP. BDI
W/ 2 1/2-
&M.S. WON MIN. 3R'
EDGE DISTANCE
)R' ANGLE. FACN sTz (IYP.)
iR'0 CONCRETE ANCHOR
W/2%' EMBEDMENT LYTO
STRUCTURAL CONCRETE
` SEE NOTE 10)
Jl —112' O.B. SOLE PLATE
'i
•
i•
3- MIN. (TYP.)
�
Y: O. Y' CONCRETE
sub
SCREW ANCHOR O 24' O.C.
AND 9' MOM POST (YP.)
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EDGE OF CONCRETE - I—N - I- (TYP.) i
NV
PLANMEW
MAIN COLUMN TO CONCRETE
CONNECTION DETAIL
EACH SIDE Cm.)
EE NOTE 10) \\ l/
112' O.B.1 901E PLATE / y
// 2'N PUENN
X•0.4' CONCRETE
'ry SCREW ANCHOR 0
W AND 9' FROM POST
1.2 O.B. SOLE PLATE
\I _
(TYP.)
Z.
x 2NLG. ANGLE
2.2ER' ANGLE CUP. CUT AT
A 49 (+/-) MIGIE AND
BEAM MAY
ATTACHED TO THE SCREEN ROOF
BE MT
BEAN WITH ONE (1) Y.'0 THRU-
OR SLOPED - -
/1 BOLT,
EDWITBEAMNDER OR EAVE
(\ ATTACHED ro BEAM OR CAVE RA
O
/ DIAGONAL BRACING WILL NOT B
ATTACHED TO ROOF PURUNS
2.2.0.LAN BRACE /
(SEE PLAN)
PLAN - TYPICAL DIAGONAL ROOF
./,('///
,BRACE CONNECTION
\-
O �'
COLUMN
MAIL THICK BRICK PAVERS
IN MORTAR ON TOP OF FTI
I
02 SOUE PLATEi
) N
Y' O.S' CONCRETE SCREW. O 24O.C.• 2%" MIN. CONIC.
(TYP.), Ir CONC. EMBEDMENT (MIN.) EMBEDMENT (TYP.)
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
4' NOMINAL CONCRETE SIAS
(2500 PW1 MIN.) W/6.600/10
W.W.M. OR RBER REINFORCED
(POLYPROPYLENE FIBER -
1.5 POUND (MIN.)PER C.Y.)
`UNDISTURBED SOIL OR COMPACTED
CRUSHED UMDNxCK (9Oi PROCTOR)
MIN. (1)-/5 RE6AU CONTINUOUS, SPUCE
MUST OVERLAP 20' MIN.
3' COVER (M.)
1.3 O.B. FASTENED TO CORNER
SEcnW WRN j10.2' S.MS. W/
SIR' DIA WANNER O 18' O.C.
(V LONG) V/ (2)-014
OF 2.3 CAVE RAIL AND Q)-
THE FRONT OF THE CORNER POST
L—I� QB. TOP FRAME
CORNER POST
1. O.B. SIOE WALL CORNER UPRRD?
ELEVATION VIEW
CORNER POST/COLUMN
UPRIGHT DETAIL
MIN.*
PSI MIN. CONCRETE STRENGTH
S, ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
J
COMPACTED OR I _ F¢-
UNDISTURBED SOIL/SAND W
(1)-g5 REBAR, CONTINUOUS
C
W
3• MIN. CONC. COVER, 36" MIN.
—
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LAP SPUCE
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2 I-V- ANGLE
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BRACE
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2"z1'dR' ANGLE (BRACE) W/
(4) 012XY4- SAS. N EACH
MEMBER INTERSECTION
O
O
O
UNDER' ANGLE 2' LONG ON
UACH E(BEA /12R
EACH AEC (BEAM k BRACE)
UE )
.FAN MAY
BE MT
OR SLOPED -
-� 2.3 BRACE
(se: PUN)
A.S.
)
ALTERNATE (2)
2N3 BRACE
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
SCALE: AS SHOWN
DO YEON K1M, P.E.
FLA. REG. NUMBER 49497
DO KIMV261887
CIATES. LLC
39
Tampa, FL 33679
f-1.4T
FOUNDATION/SLAB DETAIL Drawing No.-060B11
SHEET 2 OF
Genera! Notes and Specifications:
1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate
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, 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 hoststructureis 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 W410x2" 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 ITEK) Screws (Industry Standard Screws)
Screw
Nominal Screw Diameter
(in)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
5&"
1/2"
#12
0,219
3/B"
#14 (1/4")
0.250
1/2"
s/e"
9. Structure has been designed to meet the 611 Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, W, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure C. 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" (LTOs), 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.
DO KIM
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (B13) 374-0321
ISSUED
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DRAWN BY:
DO YEON KIM, P.E.
FLA REG. NUMBER 49497
DO KI*ASSO
0ATES, LLC
793 T. Wr
I Drawing No. - 060811 I
SHEET 3OF3