HomeMy WebLinkAboutREVISION1 '' � • c r p
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OFFI E USE ONLY: c
DATEI!FILED:T� �_ \
REND, ION FEE:
PERMIT #
RECEIPT #
RECEIVED
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION J A N 0 7 2019
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652 ST. Lucie eeHfill�, i'®r!11it�if►g
(772) 462-1553 FAX (772) 462-1578 —_
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. �I ADDRESS:LOCATION/SITE C.'0Q9 Rp-(Al— 1"ERA CT. PPYLM CfTq FL- 3� 1 IV
2. L' DETAILED DESCRIPTION OF PROJECT
REVISIONS:
gcyuceD wPru- d1 )6NT h"l M ' tl � TO 916"
ENLA'zm;p itPtcruaE Wiu1x1W pog1 F'L opeil+d6 F"rn 30,W(De To 35 WItJ6,
'I
3. f CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: Rx i r o r-6 Q r 9 ST. LUCIE COUNTY CERT. #: Ll 7 Z3
BUSINESS NAME: Plonicfl'L• Salurni t:.o xuc..7
QUALIFIERS NAME: M t C r+A art. of EwM yr4
ADDRESS: l6 Sz Sw B r mo ieg Sr.
CITY: Porzr ST. tuc r rr STATE: F4- ZIP: 34 9 4(4
PHONE (DAYTIME): (,_ym) ?,%-43g3 FAX:
I
4. 'I OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
5. i
I ARCHITECT/ENGINEER INFORMATION:
STATE:
FAX:
ZIP:
NAME: -Do K1M+ A'SSoC• LLL
ADDRESS: pb--100SCt
CITY: TA-MPA STATE: L. ZIP: 33677
PHONE (DAYTIME): -813) Sti-5-9g55 FAX:
Revised 07/22/2014
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3- x 3' x 0.050' MIN, 6063-T6 ALLOY
PLATE OR STRONGER CONE SIDE) WITH
(3) - M12 x V4' SMS, EACH SIDE AS
SHOWN < r MIN PLATE EDGE DISTANCE
L C-C FASTENER SPACING)
x 0.050' NI14 6063-T6
'PLATE OR STRONGER
ME) .
012 x fs S.M.S,
SIDE AS SHOWN
N. PLATE EDGE
ICE L C=C
NER SPACING)
f
-"`��<S) e12x3/4• S.M.S. -
1x2 O.B. ATTAGHm=TO BEAM W/
(2)-/10X27 S &S. INTO SCREW BOSS
(I)-K/NUT•AND WASHER T
.. /0/EACH SIDE OF BEAM
/12x2• S.M.S. O 24- O.C.
(1x2 O.B. TO SUPER GUTTER
(4) /12x3/4' S.M.S.
ROOF BEAM
LAT OR SLOPED)
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EACH LEG.
5' or 7' SUPER GUTTER
MIN. OA90' THICK
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K-BRACE
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0 CONCRETE ANCHOR (2 PLACES)
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i A s
SAVE RAIL
(11 TOTAL) - 112 x
P x 2' D.B. S.KS AS SHOWN Ofi' KIM.
oo— PATIO SECTD]N PLATE EDGE DISTANCE i
C-C FASTENER SPACING)
61x5'x0.050'
6063-T6 ALLOY PLATE
CONE SIDE) OR STRONGER
K-BRACE
2x3xO.070 CHAR RAL
O O
- K-BRACE O
O O O
K-BRACE O
lx5xJfi' ANGLE 6' LONG?
(TYP, ! EACH BEAM)
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ATTACI
CONVE
FACIA TO BE 2x6 (MIN.) S.P.F.
DVERH'
NOTED
OR WESTER RED CEDAR
STRUCTURAL GRADE 2 MIN
(1) )i"O�x2' LG, LAG SCREW E 24,
Or_EnTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
ATTACMINNGG
UTTEER
S W
BEFORE SUPµER GII
(1) Y4'Ox2' LG. LAG SCREWS
C ❑ p (TYP. III EACH BEAN)
f� (1) 0120
SM.S Q 12' ac.
(MAX) BETWEEN BEAMS
Nc' THICK CONTINUOUS
—SECURE FASCIA TO EACH
W/ (1)Y.'Ox4' LONG PAN
BEFORE ATTACHING SUPEI
/1Ox3/4' S.N.S. Y4' CONTINUOUS BEAD OF CONSTRUCT
0 2' O.C. ADHESIVE ry
GIRT (CHAIR RAIL)
I'FOURSEE ELEVATIONS I
F'K' BRACE SIZE
1x1W BY 2' LONG -
ANGLE, EACH SIDE (TYP.)
z SCREW#14S S.M.S.,
EACH LEG (TYP.)
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EQUALLY (TYP.)
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LI1���U
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THESE ALA[VS Ah PROPOSED WB OF
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MSE AYII FIEW INSPECTORS'•TNAT
MAY 1VECESSa t IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
CONCf. D FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOROFRECORD.
-_�2xUO.070 GIRT/CHAIR RALL
SPLICE PLATE (EACH SIDE BE
5052-Ha2 ALLOY OR EQUAL lie' OUNTY BUILD G"DIV S
D D .K I M
REVIEWED
FOR COMPLI C *
ASSOCIATES, LLC
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'A'
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I WIDTH
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3
32
14'�
2x6
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40
14'
2x9 1 s 1 6 1 72 1B'
?x9CHW)j 6 1 7 1 88 IS
2x10 1 7 1 7 1 96 SIB'
(3) /12+c>4• S.Y.S., EACH LEG AND MIN. (4) /10x3• LONG S.Y.S. INTO
SCREW BOSSES (TYP. ALTERNATI140
(6) /12PW &US. CHANNEL TO BEAM
Y SCREW TOTAL
BEAM sTrrcHlNc a 24• oc.. c*
(TYP. TOP AND BOTTOM OF SMB J
2x3xO.07SEE TABLE FOR SIZES) —
(Tv. ALTERNATIVE)
YIN. (4) /10x2• LONG -�
S.M.S. INTO SCREW BOSSES -
(TYP. ALTERNATI1M
sM.B. POST'
PURLIN TO ROOF BEAM
CONNECTION DETAIL
E BEAMS SHALL BE
UNSISTING OF
LESS OTTHIEERRWISE
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
i
2x3x0.045 EAVERAL ATTACHED TO -
_
-- BEAMS WITH (3)-flOx2' S.M.S./
._ INTO SCREW BOSS.
'PURLIN
(MAY BE SLOPED
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(2) /1Ox4' S.M.S. THRU 2'x3
'-
E/1VE RAIL INTO PURUN" SCREW
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2x5x.125 ANGLE7-2%Z WITH
` (2)-/14xl' INTO,BEAM 6: (2)-/14x1'l-N
INTO UPRIG1R.�i
r�
USE /10x�y S.M.S. O 24. O.C.
TO CONNECT TO 1s2 0.6. TO 2x3.
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x2 O.B. FASTENED TO COLUMN/POST
#10x11¢• S.M.S. INTO SCREW BOSSES
PURLIN FASTENED TO COLUMN/POSE )
WITH (4) /12x1' S.M.S. (EACH LEG) OBF B S.M.S. EACH SIDE--i
(TYP.) OR
(EACH END. TYP.)
USING )b• THICK FLAT BAR BENT ] /' M.S. EACH SIDE
TO FIT (6M-TS ALLOY) O6p OFJW OR 2x5 COLUMN TO
2x5 BEAM
�
COLUMN/POST % COLUMN/POST
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=
W
—
w
BY 3' LONG
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CHECKED BY-
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MAY BE SLOPED OR FLAT
(SEE PLAN FOR SIM
DATE:
81111
MIN., 3 I¢' MAX. C-C
ACING OF FASTENERS (TYP.)
MIN. BEAN EDGE
D STANCE (TYP.)
DO YEON KIM, P.E.
FLA.- RE_G-- WMBERA9A97-
DO KIM SOCIATES, LLC
P Box 10D39
TempB, FL 39879
Ill, L'l 9
Drawing No. - 060811
SHEET 1 OF 3
r
3' MIN: ('IYP)
SEEP ,TAN' FOR SIZE �
1x2 O.B. FASTENED TO CORNER
SECTION WffH/014xth' S.M.S.O
24" O.C.
I
2x2)W ANGLE 2- LONG (EACH SIDE)
W/(2)) jf14x3" S.M.S. TO POST
h 3/8 0 H.D.,GALV. EXP. BOLT
W/ 2 1/2- MIN. EMBEDMENT
\-N�', ANGLE. EACH SIDE (TYP.)
2x2x1%8' z 2' LC. ANGLE S.M.S. WITH MIN. • %"f CONCRETE ANCHOR
�W/ (4) J12x3/4• S.MS EDGE DISTANCE- _ W/2i6' EMBEpAIENT INTO
sib (EACH SIDE) STRUCTURAL CONCRETE (TYP.,
{
NOTE 10)
-%-0 CONCRETE ANCHOR � �1:'W O.B. SOLE PLATE
W/230TTRUCTURRAALL CCONCERETE 0 J
(EACH SIDE)I
•i Nk_ J
a¢t w Y'OX2)4" CONCRETE
SCREW ANCHOR m 24' O.C.
f u u AND 9• FROM POST Cm.) I
WALL COLUMN TO CONCRETE.. 9• COLUMN/POST
CONNECTION DETAIL 1x2 O.B. SOLE PLATE
10
F3
CORNER POST / COLUMN'"
TO CONCRETEf --��
CONNECTION DETAIL
S.M.S. WITH MIN• )6' ANGLE, EACH SIDE (TYP.)
EDGE DISTANCE Wo CONCRETE ANCHOR
S iU' EMBEDMENT, INTO
CIURAL CONCRETE (TYP., `
SEE NOTE 1O)
1'x2•'O.B: SOLE PLATE
C
:.
3• MIN.
x' WY4 04Y♦• CONCRETE
of SCREW ANCHOR O 24. O.C.
Y c AND 9- FROM POST (TYP.)
NU
COLUMN/POST
1x2 O.B. SOLE PLATE
1 O O 1
OF CONCRETE J F—I V (TYP.)
N
PLAN VIEW
2x2x%" ANGLE CLIP, CUT AT 1x3 O.B. FASTENED TO CORNER
A AIS (+/-) ANGLE AND SECTION WITH j10x2- S.M.S. W/
BEAM MAY
ATTACHED TO THE SCREEN ROOF '1; %- DIA. WASHER O 18. O.C.
BE FLAT
BEAM WITH ONE (11 Ys'/ THRU-v'�
OR SLOPED
BOLT. WITH FENDbf WASHER.
ATTACHED TO BEAM OR SAVE RNL.+-
0 DIAGONAL BRACING SHALL NOT BE ) ,
ATTACHED TO ROOF PURUNS.
1
2x5x)fi- ANGLE
TEKS INTO TOP OF 20 EAVE RAIL AND C2)-
#14 TEKS INTO THE FRONT OF THE CORNER POST
L-1x2 O.B. TOP FRAME
CORNER POST
• Ix O.B. SIDE WALL CORNER UPRIGHT
xzBRAGS ELEVATION VIEW
(SEE PLAN) ,
- TYPICAL DIAGONAL\ROOF/ CORNER POST / COLUMN
CONNECTION UPRIGHT DETAIL
OI
ON TOP OF FOOTER
B. SOLE PLATE
/unum
M■ OMMMmom1111O111111111■ 1MMONE ■fUHHHU 11111111111
• III I'�
J. 1h" CONC. EMBEDMENT (MIN)
EMBEDMENT,
240/11' x 2' LG. ANGLE
W/ (f12x3/4• S.M.S(EACHH SIDE) 'i TYPCIAL FRONT VIEW OF'.POST TO
•
FOUNDATION CONNECTION WITH PAVERS
4' NOMINAL CONCRETE SLAB
(700 PSI, MIN.) W/6x6x10/10
W.W.M. OR FlBER REINFORCEEDD
ma
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ICI I I .. .. ' •� '
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'
' •• •UNDISTURBED SOIL OR COMPACTED
CRUSHED LIMEROCK (90X PROCTOR)
MIN. W-05 REBAR CONTINUOUS, SPLICE
MUST OVERLAP 20• MIN.
3- COVER (TYP.)
8'(MIN"
FOUNDATION/SLAB DETAIL
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa. FL 33679
Tel: (813) 374-0321
RevADet - DeSCTI 110T1
2015 ISSUED
2500 PSI MIN. CONCRETE STRENGTH
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d
APPROXIMATE •, a
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4
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a' COMPACTED, OR'
Q
a. q UNDISTURBED SOIL/SAND
W
• (1)—#5 REBAR, CONTINUOUS
C
W
3' MIN. .CONC. COVER; 36' MIN.
LAP SPLICE
I L'RAW
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CHECKED BY: DYK _
2-x. PURUN 2•x1"W ANGLE (BRACE) W/
(4) /12x•Y4' S.M.S. O EACH
SCALE: AS SHOWN
MEMBER INTERSECTION
GATE: 8111106
O
O
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2x2x16• ANGLE 2• LONG ON
UNDER,SIDEW/(4) /12x34" S.M.S.
BEAM MAY
EACH LEG (BEAM @ BRACE)
BE FLAT
..
OR SLOPED
((2) +10xA" S.M.S. °
DO YEON KIM, P.E.
�(TYP._EAGH ENO)
—2x3_BRACE
-PLAN - -
—FL-A_REC-NI►MRER-49497-
-
- -
S.
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' EAC•ENU)
ALTERNATE (2)
DO KIUSO,LLC
2x3 BRACE
PLAN - TYPICAL ROOF"2
BRACE TO BEAM CONNECTION 1
Drawing No. - 060811
SHEET 2 OF 3
DOUBLE S.M.B. BEAM
(SEE PLAN FOR SIZE)
J'
j PEIST--\
l
�1 (4)-_§'0 THRU-BOLT
W/ 1J' WASHERS
DOUBLE S.M.B. BEAM
(SEE PLAN FOR SIZE:
(4)-%'0 THRU-BOLT
W/ 11' WASHERS
NOTCH POST TO
ACCEPT BEAM
POST
(1)-#1001, ® 12" O.C. OR
(1)-#14x% ® 24- O.0 S.M.S.
AT MIDHEIGHT OF BEAM
(I)-#Bxi4- S.M.S-
0 24" O.C., TOP
& BOTTOM
;I is DOUBLED BEAM
(SEE PLAN FOR SIZE) —
lF e�
BEAM STITCHING SCREW ® 24" O.C.
'(TYP. TOP AND BOTTOM OF SMB)
TYP. BEAM TO DOUBLE CARRIER
BEAM CONNECTION
S.M.B. BEAM -- \
V FOR SIZE)
�I K11— _..:•ACE TO ACCEPT BEAM
FASTEN WITH (6) F11404' S.M.S.,
EACH SIDE. OR (2) iq'0 THRU BOLTS
n W/ WASHER & NUT.
ANGLE (EACH
(B) #14=2x}'4 S.M.S.
O
O
O
a
DO
DOUBLE BEAM (PATIO/S.M.B.)
OR (2) Y4'0 BOLTS W/ WASHER & NUT.
KNEE BRACE LENGTH
(24" MIN.)
(4)-N1404' S.M.S.
KNEE BRACE CONNECTION DETAIL
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.
POST (SEE PLAN FOR SIZE) (3)-%'0 THRU BOLT
W/ly•0 WASHER
~'-•:,
3,
All dimensions
�=
are provided by contractor, DO Kim & Associates, LLC have made interpretations where necessary.
BASE INSERT W/116' VERTICAL
LEGS 36' THICK 6063-TG ALLOY
4.
The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The
/ NOT USE CAST ALUM BASES (TYP.)
contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If
<4)-�6'0 HOT DIPPED GALVANIZED
4)
WEDGE ANCHORS W/ 2i4' MIN. EMBEDMENT
- `t
there is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host
000 INT❑ CONCRETE.
structure capacity.
..= �.-1..:.p ••�.. .:.' . ', • .. ' % TOP OF CONCRETE ••
.. '.. "; •a " . • ,'
A,.
.
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
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•;'. • ' °'..
.�.:- • -
components 6063-T6, Alloy based on industry standard shapes, thicknesses, and tolerances unless otherwise noted.
2
6.
Unless otherwise noted, SMB shall be stitched with #100/4" SMS at 24"o.c., top and bottom.
4" OR 5" POST TO CONCRETE
-� •✓
r MIN. EDGE
DISTANCE (TYP.)
_
=%
O.NNECTION DETAIL 'l
7.
Connections using screw bosses shall have minimum (4)-#tOx2" 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.
(2)-#14x34" S.M.S.
THROUGH Xz OF 2x
UPRIGHT INTO
POST ® 12" O.C..
(TYP.)
WASHER
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
5/16 "
%2"
#12
0.219
3/81'
0.250
%2"
5/B'
2x SMB ' 4' BASE INSERT WIIY2' VERTICAL
UPRIGHT OR O.B.
(SEE PLAN
LEGS 36' THICK 6063-T6 ALLOY
DO NOT USE CAST ALUM. BASES (TYP.)
9. Structure has been designed to meet the 611, Edition FBC (2017 FBQ. Project is sited where the ultimate design wind speed, W1, is
FOR SIZE &
LOCATION)
(4)-%'0 HOT DIPPED GALVANIZED
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure C. Design pressures are from Table 2002.4,
WEDGE ANCHORS W/ 2Y4' MIN. EMBEDMENT
0 0 o INTO CONCRETE.
2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASD).
;, •: •;.�•.,..
TOP of CONCRETE
10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screw!
A `
: a • " '
-or approved -equal. - --
J
11. Screen enclosure structure shall meet Section 454.2.17 Residential Swimming Barrier Requirements and the screen enclosure per
(1'
4x40.125 POST TO CONCRETE
2' MIN. EDGE
454.2.17.1.11. if enclosing a pool.
CONNECTION DETAIL
➢ISTANCE (TYP.)
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel:(813) 374-0321
I o1627IISSUED
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DRAWN BY:
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CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
.1.1 M
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM �SSCIOATES, LLC
P 9
Ta a, FL 33679
(. 2 (t
Drawing No. - 060811
SHEET 3 OF 3