HomeMy WebLinkAboutREVISIONOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
PERMIT #
RECEIPT #
S_ t Lucie count
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1578 .
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE ((��
ADDRESS: -)232 S NO?,T C A I P C t P-CLC
?or—TsT Lu CI r , FL
2. DETAILED DESCRIPTION OF PROJECT
FILE COPY
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: kk i l o c(.9 l q ST. LUCIE COUNTY CERT. #: y 763
BUSINESS NAME: Sc� co T4C ?�
QUALIFIERS NAME: Micuiam NfWMR+J
ADDRESS: awolzg S .
CITY: Agr S i' . Ly a 16 STATE: L ZIP: M 9 Sq,
PHONE (DAYTIME): (,7r7Z) 3tj o- N3 93 FAX: 7M) 3g6-14 ZG
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
ARCHITECT/ENGINEER INFORMATION:
NAME: -Db tim, + A S5oC
ADDRESS: PO i30x )0039
CITY: TtTM PA
PHONE (DAYTIME): SO 3'74 o3,z
Revised 07/22/2014
STATE:
FAX:
FAX:
ZIP:
AROIATZ�s.1-se;z.-P
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(3) - 012 x 14" SMS, EACH SIDE AS
SHOWN (V MDY,PL'ATE EDGE DISTANCE
L C-C FASTENER' SPACING)
- - CORNER POST
3' x 2C:'x 0,030' WK 6063-T6
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EACH SIDE AS SHOWN
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STAANCE LAC'-LTE EDGE
FASTENER SPACING)
FOUNDATION
I' x 2' SOLE PLATE
V O CONCRETE ANCHOR (2 PLACES)
IN LIEU OF TYP. 1;' 0 CONCRETE
SCREWS FOR CORNER COLUMN
EAVE RAIL'- • "" a:i-,,•
(11 TOTAL) -
1' x 2' O.B. S.M.S AS SHO
PATIO SECTION PLATE EDGE
C-C FASTENE
6'x5'x0.050'
6063-T6 ALLOY PLATE
ZONE SIDE) OR STRONGER
K-BRACE
2x3xO.070 CHAIR RAIL
— K-BRACE
SPACE 5
EQUALLY
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OO O
— - s- - --
GIRT (CHAIR RAIL)
4 (S) /12x3/4' S.M.S. lx5xi6• ANGLE 6' LUNG`%'
t2 O.B. ATTACH TO BEAM W/
(TYP, !EACH BEAM)
I)-jlOX2- S.M.S. INTO SCREW BOSS
(2) Y'6xV LIS D EACH ANGLE
(1)-1/.4'idf' S.S. THOU -BOLT
W/ )fd: N(R AND WASHER NOTES PRIMARY SCREEN ENCLOSVII
O EACH SIDE OF BEAN ATTACHED TI HOST STRUCTURE.0
a CONVENTIONAL TRUSS/RAFTEV"
2x2- S.M.S. O 24. O.C. FACIA TO BE 2x6 OIINJ SPF. OVERHANG NO TO EXCEED 30' bN
2IDA. TO SUPER GUTTER OR WESTER RED CEDAR NOTED ON PLAN DWG,
7STRUCTURAL GRADE 2 mM.
0120/4- S.N.S. (1)Ox2' LG. LAG SCREW a 24'
D.C. TI1 LENGTH IF GUTTER
BEAM SECURE FASCIA TO EACH RAFTER TAIL
OR SLOPED) W/ (1) I1`0x4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
iMDL
CD Wfx2' LG. LAG SCREVS
/0R) (TYP. @ EACH BEAM)
(� (1) 412x2' SMaM098'�THICK
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BEAMS SHALL BE
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TO
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ANGLE. EACH SIDE (TYP.I
24) /1" S.MS.�
EACH LEG (TYP.)
HOLLOW POST J
IN �N'SCREW
{5 S.N.S. O 24. O.C. -
:F TO lx2 O.B. TO 2x3.
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10. 100- SCREW BOSSI
(EACH END. TYF
LC'-, ^v� BEAM.STITCHDIG SCREVS (SEE TABLFa�E
SPLICE PLATE (EACH SIDE OF BEAN)
7 5052-H32 ALLOY OR EQUAL, 1/8' THICKNESS >SCANNED
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WIDTH
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24
12'
2x5
3
3
32
14'
2x6
4
3
40
14' '
2x8
5
5
64
16'
2x9
5
6
72
2x9(HV)
6
7
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2x10
7
7
38'
ROOF BEAM
NECTION DETAIL
51,
(3)
/12xYj' S.M.S., EACH LEG AND
MIN. (4) j10x3' LONG S.M.S. INTO
SCREW BOSSES (TYP. ALTETBNATML�
(B)
/IW S.M.S. CHANNEL TO BEAM
B SCREW TOTAL
2x3xO.070 GIRT/CIM
(SEE PLAN) -
DO KI M
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box10039 " -
Tampa, FL 33679
Tet (813) 374-0321
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(TYP. ALTERNATIVE)
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CONNECTION DETAIL
CHAIR RAIL / GIRT TO POST
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USING THICK FLAT BAR BENT
\ TO FIT GOBS -TO ALLOY)
`COLUMN/POST
2x3xO.O45 EAVERNL ATTACHED TO
BEAMS WRH (3)-jlOx2- S.M.S.
NTO SCREW BOSS.
O (2)-/14x1
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SIDE
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SCALE:
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MAY BE SLOPED OR FLAT
(SEE PLAN FOR SIZE)
DATE:
8117106
11;' WK. 3 11•' MAX. C-C
SPACING DF FASTENERS (TYP.)
DISAN EDGE
TANNCEHIM �(TYP.)
DO YEON KIM, P.E.
FtA-._tEQ N()M ER�97
DO KIM SOCIATES. LLC
P Boz 10039
Tampa, FL 33679
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a
2x5xYa' ANGLE (2' LONG) V/ (2)-914
i TEKS INTO TOP OF 2x3 EAVE RAIL AND C3)-
11,14 TEKS INTO THE FR13NT OF THE CORNER POST
LIx2 O.B. TOP FRAME
2x234* ANGLE CUP. CUT AT \; 1x3 O.B. FASTENED TO CORNER CORNER POST
A 4S' (+/-) ANGLE AND j SECTION WITH i10x2' S.M.S. W/
ATTACHED TO THE SCREEN ROOF I%' DIA. WASHER O 18' O.C.
BEAM WITH ONE (1) Ys'0 THRU- }
BOLT. WITH FEND WASHER. ix O.B. SIDE WALL CORNER UPRIGHT
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FOUNDATION CONNECTION WITH PAVERS
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FOUNDATION/SLAB DETAIL
4' NOMINAL CONCRETE SLAB
(2500 PSI, MIN.) W 6x6x10/10
W.W.M. OR FIBER REINFORCED
[POLYPROPYLENE FIBER -
1.5 POUND (MIN.)PER C.Y.)
d• 4
UNDISTURBED SOIL OR COMPACTED
CRUSHED UMEROCK (BOX PROCTOR)
MN. (1)-#5 REBAR CONTINUOUS. SPLICE
MUST OVERLAP 20' MIN.
3' COVER (TYP.)
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10D39 -- _
- Tampa, FL 336779
Tel: (813) 374-0321
1,& I2*7 I ISSUED I
2500 PSI MIN. CONCRETE STRENGTH
' d .
14' COMPACTED OR 5C
d. .} UNDISTURBED SOIL/SAND = W
(1)-05 REBAR, CONTINUOUS C w
3' MIN. CONC. COVER, 36' MIN. — UJ
LAP SPLICE
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SCALE:
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MEMBER INTERSECTION
DATE:
8111106
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Drawing No. - 060811
SHEET 2 OF 3
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1
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DOUBLED BEAM
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- -yLj- - -
- -
-- - (SEE PLAN FOR SIZE)
-- -
"#
I�
BEAM STITCHING SCREW ® 24" O.C.
(TYP. TOP AND BOTTOM OF SMB)
POST (SEE PLAN FOR SIZE) (3)-%'0 THRU BOLT
W/IY:O WASHER
BASE INSERT W11Y2' VERTICAL
LEGS )6' THICK 6063-T6 ALLOY
DO NOT USE CAST ALUM. -BASES (TYP.)
(4)-%'O HOT DIPPED GALVANIZED
WEDGE ANCHORS W/ 2Y' MIN. EMBEDMENT
INTO CONCRETE
�� .. c • •. TOP OF CONCRETE ,
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..4
4" . a•
4" OR 5" POST TO CONCRETE DISTANCE (T E
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(TYP.)
POST (SEE PLAN FOR SIZE) (3)-%*0 THRU BOLT
W/li±'0 WASHER
2x SMB
UPRIGHT OR O.B.
(SEE PLAN
FOR SIZE &
4' BASE INSERT V/IYa' VERTICAL
LEGS ;6' THICK 6063-T6 ALLOY
DO NOT CASTALUM, BASES (TYP.)
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WEDGE ANCHORS V/ 2y' MIN. EMBEDMENT
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INTO CONCRETE.
;, : . • c • •�•• TOP OF CONCRETE .4
4x4x0.125 POST TO CONCRETE
CONNECTION DETAIL
TYP. BEAM TO DOUBLE CARRIER
BEAM CONNECTION
2' MIN. EDGE
➢ISTANCE (TYP.)
NOTCH KNEE BRACE TO ACCEPT BEAM
FASTEN WITH (6) #14X%' S.M.S.,
EACH SI➢E. OR (2) Y4-0 THRU BOLTS
W/ WASHER & NUT.
4x4x0.125 KNEE BRACE
(4)-#14x%' S.M.S.
KNEE BRACE CONNECTION DETAIL
Genera( 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 All 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.
1-1022 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
5/16"
Y2"
#12
0.219
3/8"
9/16'
#14 (1/4")
0.250
%2"
5/8"
9. Structure has been designed to meet the 61° Edition FBC (2017 FBC). Pro'ect is sited where the ultimate dess n wind= sReedyou� is -
I -0-mph -sec gus or rISK ca egory i bui ings 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 (ASD).
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.
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
I 1120 7I ISSUED I
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DATE:
8/11/06
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
D Box 10039
npa, FL 33679
7-&-ey
Drawing No. - 060811
SHEET 3 OF 3