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THESES PLANS AND ALL PROPOSED
�I WOPAC 00 K I M
ARE SUBJECT TO ANY COFMECTIONS. &ASSOCIATES,LLD
REQUIRED BY FIELD INSPECTORS THAT C O N S U LTI N G
MAY BE NECeSSASY IN ORDMA TO STRUCTURAL
COMPLY WITH ALL APPIJCABI.E COMO. ENGINEERS'
PO Box 10039
m ^ Tompa,FL 97E78
FILE
/ O Tel:(813)37M321
6T.LUCIE COUNTY R.Y DBBDA pon
BUILDING DIVISION _� ISSUED
I _ REVIEWED ,
FOR COMPLIANCE
•• _ REVIEWEP BY
DATE 0
' I PLANS AND PERMI
- MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
Genera/Nates 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. (Jn
3, All dimensions are provided by contractor, 00 Kim & Associates, LLC have made Interpretations where necessary. o a
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4. The following structures are designed to be attached to block and wood flame structures of adequate structural capacity. The S w,
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 p
structure capacity. z
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5. Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Wall screen shall be removed in accordance with Rule 61G20-1.002 z
Alternative Design for Screen Enclosures.Aluminum shall be 7005-T53 Alloy, 6005-TS Alloy,or 6063-T6 Alloy based on Industry w
standard shapes,thicknesses, and tolerances unless otherwise noted., o p v
a. F Do
6. Unless otherwise noted,SMB shall be stitched with#10x3/4"SMS at 24"o.c„ top and bottom. Z U v
7. Connections using screw bosses shall have minimum (4)-#10x2"per connection unless shown otherwise. L w.
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8. Unless otherwise•shown,screws shall have minimum edge distance and center-to-center distances as shown in this table. DRAWN Br. DYK
C-1022 Low Carbon Steel SMS&Self-Orillin .(TEK)Screws(Industry Standard Screws) CHECKED BY. DYK
SCALE: AS SHOWN
Nominal Screw Diameter Minimum Center to Center DATE: MUDS
Screw
(In) Minimum Edge Distance Distance
#10 0.188 s/ " y2"
112 0.219 DO YEON x M,P.E
#14 N/4") 0.250 17" FLA,REG.NUMBER49487
0o ID B cwTEs,uce:::
9. Structure has been designed to meet the 511 Edition'FBC (2014 FBC:Project is-sited where the ultimate design wind s eeI Vw1 is OBo2•�10W8
150 mph(3-sec gust) for risk category l buildings and other structures. Exposure B. Design pressures are from Table 2002.4,
2014 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 Drawing ;.
or approved equal. N o.-0 811 80
�..
6HEET 30F3
Sheet 2 of (Sketch of Surveyy=See Sheet 3 of 3 for-L Log Desaipt n.CertiflcaUons P pert eta oche Survey related data.SUitVEY IS NOT COMPLETE WITHOUT ALL SHEETS
-LEGEND: UNEM LEGEND:
CAMTESCEWRALANGIE BOUNDARYUNE
CATYDENOTESOWTU.BOX
CHDENO6C3WDISTANGE' 0UIU)INGUNE. r P�f1id.SE E C�n�C�.
DEDENOTESDRAWAGEEASE W
----- CENTWUNE
FNDENOTESFOUNDlK- FOOIT�J5
5CALE:11=39 MDENOTESMEASURED �—
OHCDENDTESOVERffEADCABLE ---------------- EA W Nf UNE SIDES_a� 1 s
PDENOTESPLAT ^,_,_.—
' LHNUN �
ZRMNEGAR SIDES,
PPDENOTESPOOLPM
R DENOTES RAIM. WOO @FNCE 7
TRDENOTESEEPNRSER �
UEOENOTESUIRREASEMEIfT.
—�—:—:—004TADCABIE TEC
UPMOTESURUTYME ENCROACHNIM55HOWNINREDII =NG AERIALPHOTOGRAPH
NDMTESWATERId O 1 (IAiY NOT SHOWLATESTILIPROVEAENTS)
11 OT TOSCALE)
orez� -
N4\ � \\
too—
m ,
1 4 CURVE TABLE
ti CURVE LENGTH RADIUS I DELTA..
Cl 00.00 310.00 .5'3242'
C2. 18.69 25.00 42.50'00'
C3 22.11 50.00 25.20'05'
ILEASENOTE
iUBJECTPROPERTYlS SERWCED BY PUBUC UTWREB
Notr6k Card(tlons-PieeseriatQ(hefoNvefng:' 13EAPJNG REFERENCE:EAST UNE OF N.W'000O PLUM COURT A5-N.,20*1637'W.
CONCRETE DRNEWAYEXIENDSINTO.WE5TERLYU11LI1YEASFA1ENtASSHOWN All$EARJNG5511OWN I$REON;REFERENCEDTHERETO.'
- la�ecscve�illgo6ers ,t�aglmutihesta�'dflorda:PltesenAabau,e�eat' ''YMdcef :n�7SE' 1 ••
wwwaandte��ueycom�rlpbdateudOpie6anabaaalrmc�auaidmusregealea ;°D��:,�i ._ .,
600 Fairway Drive-Ste.10t °� �dN1"I`10 e -•LAND'"' ;
C,,field Beach,FL.33441 Rem: S U ',R • V :E Y 1, N G -
Office:(561)367-3587 Fax:(561)465-3145 r,g rV„<II.I.L.,,,d,•v,t.li—
-www.LandtecSurvgy.com
POST
CAVE RAIL. G BEAN STTICKING SCREWS(SEE TABLE)E 24'O.C.
TOTAL-Y12.1:• _
E'0.0. SASIY]VN UU55 NRN. SPLICE PLATE(EACH SIM BY BEAN) D❑ K I M
PATIO SCCTION FLAT[ E DISTAINCE E SPACE SCREWS A SW2-H32 ALLOT OR EQUAL,1/8•THICKNESS
C-C FAST R SPACING) EQUALLY(TYP.) 6 A8800IATES,LLC
0 6•K 5'X 0.030' _ COIAWN &' C O N S U LTI N G
606 LL 3-TES AOY PLATE
C (ONE
SIDE)OR STRONGER C STRUCTURAL
K-BRACE ,,q 3P]NI ^ ENGINEERS
3•x 3'x 0.050'MIN.6063-TES ALLOY 2.3.0.070 CUR RAIL
PLATF R STRONGER LONE SIDE)WITH
(3) Y12 SN.S,EACH SIDE AS O OJ PO BQX 10G1B
S Vil( MIN.PLATE EDGE OISTANCC K-RMCE O TRmpY,FL 33079
C-C-FAYTMEN SPACING) O O O y 0'R3 YUx%'SCREWS Tel:(813)374-D321
- K-BRACE O ..fY� K
�(a LINE LINE SCREWS PLATE RYWDA Description
3'x 2•x 0.050'Nei 6063-T6 CONNER POST d+lp Lt+p3 1,YOQ3�1����) 3 •B•2 C• TOTAL WIDTH 7q ISSUED
ALLOT PLATE OR STRONGER H`C
(UK SIDE) - Sole
�(E�lOtH' 2x5 3 3 32 l4'
dNPT YAvIA��`'� 2x6 4 3 40 14-
t()35>•-.12 2K7 9 4 56 l6'
K-BRACE' N l��.1��A•
D(CH SIDE CEC�G�AS GMT(CHAIR RAG.) �WEOM •
`YI 2xB S S 64 16'
FASTENER SPACING) PU'
.2.0.093 2x9 S 6 72 lB' Q
BRADN�(BTrP.). ROOF BEAM
2x9(Ha 6 1 T ee IS,
V x 2• OLE PLATE DTHERM sE NNECTION DETAIL 2xio 7 7 96 1B'
F.SEE ELEVATIONS. '
FOR•K'DRAM SIZE YW. LONG S.M.S.INTO
FOUNDATION ((] K LED AND BOSSES MP.ALTERNATIVE) -
(a 12dY S.Y.S.C
(0 SCREW TOT
36.O CONCRETE ANLImR(2 PLACES) C"STII MD O TOM24'D.C.
1N LIEU O'TTP. Y1.O CONCRETE TOP AND BOTTOM OF SYB
SCREWS OF
YP. COLIDW iN.0.070 SEE TABLE FOR SEES)
PURR
C
W
R. gge`
�. LATERAL"K"-BRACING t,t M LAW WEc(TMP) 21 010 cwr I(AIR RAI, o �
�y p�a T� CONNECTION DETAILS (SEE PLAN) 1A•.ylN'3Z 0 U 0
ow.) c �
MAR (YW.O.oax'W FA4LL CNNESSJ ( (81 muL(T P. N Z
20t r.xt/a .r r
(T9.AL1ERNAlIYE) W
PER.'v]ITfING MW.(4?J0.2•W U z
St/T— �i
• County,FL .(A4)�14.M•SY.S.. S.Y.S. SCREW OSSES � W
(TYP.ALIEii)UTNE) r Z 0
FAD I.DTP•) s.u.e.Past t1 O N
112.3/4's.N.s. HOLLOW PASPURLIN TO ROOF BEAMIxS.]6•ANGLE 6'LONG)O.B.ATTACHSEAM W/ nYP.D EACH BEAR) - CONNECTION DETAIL U
(2)-ItOX2'S.N.,INfO SCREW BOSS (2);1410x3•La a EACH ANGLE W (/J
b)-I(YAIY ss.7NRU-eau J W
W/Y N AND WASHER NUTD PRIMARY SCREEN ENCLDSURC B f SHALL BE O EAGN DE OF BEAU ATTACHED TO HOST STRUCTURE CONSISTING BFCHAIR RAIL/GIRT TO POSTFft
CONVENTIONAL TRUSS/RAFTER FRAMING WI}fUJ MAIL 1124-S. S.O 24.O.C. FACIA TO YE 2x6 WINJ SYF. OVEWIPNG NO TO EXCEED 30•UNLESS atXE LSE CONNECTION DETAIL - DRAWN BY: DYK
2 0.8. °SUPER GUIIFN OA WESTER REO CEDAR NOTED ON PLAN OVG. CHECKED BY. DYK
STRUCTURAL IOUBE 2 HIM SEAMS
GVERAIL ATTACKED 10
/P 5R.5. _ BEAYS MYTH(])-hmx`s.us S.Y9.BEAN SCALE: AS SHOWN
(O Y•0.2•LG.lA6 SCREW 0 24' Wf0 SCREW BO55. NAY BE SLOPED OR MT
OL I:NTMC LETGTN OF WITS 2s- RUN DATE St1110a
(NAY BE SWEQ yqq (SEE PLAN FOR SIZE)
1p00F E SECURE FASCIA TO CACN RAFTER TAIL (2)/Im4'S.YS. U.W OR MT)
(MT R SLOPED) V/(II N'Ox4•LONG PAN NEAR LAG BMWs FAVE RNL INFO Al SORLW 2.5x.12a ANGLE-2'
P BEFORE ATTAR MG SUPER GUTTER 2pnES —— — ( /14 1 Wf0 BEAN (2)-014.1
/ UPAIOM.
USE/ME S. O 4T O.C. ��JI
10 NNE TO 1.2 D..TO 2.]. _
AxcLL TAaN 90E DO YEON MIµ P.E.
( FOR 2.B SNB OR LARGER) USE/ID. .YS.O 24'O.C., FLA.RED.NUMBER 484W
..' <D Y•ex2'I.G.LAG SCREWS � __�� TO CONNECT• 1.2 O.B.ib 7.]. - •
C❑p ITYP,B EACK BEAR) 1.2 O.B.FA9Toov TO C YN/POSE PURLIN FASTENED TO COLUNN/pOST
R <O YIE.2'SN.S 2 IE•ac YN/(2)/1m1K S.Y.S.IMO SC EWB°SSEs 112 S.Y.S.EACH SIBE
(4)/12.3/4-S.Y.S. (MAX)BETWEEN EMS WITH(4j/12.1'S.M.sNS.(EACH LED) BBAY µ
FACN LEG. END.�') USWO M 1HOK MT BAR BEM )OR SpAMC 86 0 FisiuNiRs trYP.> DO MIMkA..2CIATES,LLC
N��MICK CONTINUOUS TOiR(909]-Ta6)/12 S.N.3.FACN 90E BAA SR 2.5 COWBN TOa'. 9 SUPER WTTER 2x5 BEAN µHIN BEAM EDGC0038DISTANCE RTP.IHIN.0.090'(NICK - 33WB
FARM
WNYN/POSE
SECURE FASCIA TO EACH RAFTER TAIL
V/(1)K'O.4'LONG PAN HEAD LAG SCREWS ,
BEFORE ATTACHING SUPER GUTTER
ROOF BEAM TO SUPER GUTTER SIDEW OST/COLUMN TOP IN MAIN /COLUMN TO ROO
CONNECTION DETAIL S.M.S. ^ M,E OVS8EACONSTRUCTI COECi6NFf1 CON
IeNDED.C.o i os IL
Drawing No.-080811
SHEET 1OF3
PURUN SUPPORT '
WLVYN/POST M'ANGLE,EACH SIDE CIV.) -
S.M.s. MIN.(b' '/CONCRETE M'C BIT 11IN TE'ANGLE fGGP'&3 EAVE V/(B)-EI{
�' ANOfE EIX T77EKSRITp THE FRONT DE TpHE COMER)POST D❑ K I M
�/(a)I J/{'S.Y.S EDGE DISTANCE- W/27{'EYBEOMDIT INTO
(�S ) STRUCTURAL CONCRETE(ITP., .
NOTE to) &ABBC CIATEB,LLC
O O 3$Y CONCRETE AlCXOR SOLE PLATE
O O W/z%'EMBLTIM.' % 2' PYRUN 13 O N S U LTI N G_
SINU ML CONCRETE
(EACH SINE) STRUCTURAL
.. - .. 1.2o.amPRUYE ENGINEERS
"..,.:.
....S AN'Y ANGLE Cop' UT AT 1,1 O.B.FASTENED TO CORNER CORNER POST
A a5'((�/-)AND
D SECTION WITH/10.2'S.N.S.W/
J'YIN.c".) •• BEAN MAY 'AITACNED 70 THE SON EN ROOF 9E'DIA WARNER 0 1B-O.C. PC Ton R 1 039'BEAM WIM ONE((1�y, ERRU33579
-
yj'•.2Y.'CONCRETE BE MT .BOLT,=ZDD(W ER. 1.O.B.SIDE WALL CDRNER UPRIGHT P
- SCREW ANCHOR 0 7Y O.C. OR SLOPED ATTACHED TO BEAM OR VE PAL T51:(B13)374-0321 '
AND 9'FROM Posr(TWJ, O DIAGONAL GRACING S NOT BE: •ATTACHED TD ROOF PUP NS.
R.JDTUI Description L.
2.UO.093 GRACE ,ELEVATION VIEW a 1ai ISSUED
SIDEWAL COLUMN TO CONCRETE 9' COLUMN/POST / (SEE PUN)
l(-w-` 0 3016
CONNECTI IL 1,2 O.B.SOLE Pure
N-TYPICAL DIAHNAL ROOF O :CORNER POST If COLUMN p
RA CONNECTION UPRIGHT DETAIL
�-- o
SEE PLAN FOR SIZE _ - _ '
1 ENE 0 CRETE I•(TWJ 2500 PSI MIN.CONCRETE STRENGTH
la O.B.FAMED To CORNER + - �� - COLUMN - I "4 -
ECRON WITH/14.11j'S.M.S.o l .pIAN VIEW
('O.c. BA, • - APPROXIMATE
pr, 2h*MAf4 THICK BRICK PAVERS 'O
2. 'ANGLE 2'LONG(EACH SIDE) ^ ET W uDRTAR ON TOP OF
W/( 141Y'S.M.S.TO POST Iq� _ a'0 •,'
h J NA.6LLV.up.BOLT tltltlC O.B.GOLF PULE ., .
W/2 'YIN.EMBEDMENT '
°Q, .•.4 - COMPACTED
No UNDISTURBED�SOIL/SAND v �
CORNERPOS7 COLUMN ' (1)-pS REBAR,CONTINUous LLi
TO CONG'RETE r,. •'.. •� ,. ., • (HI LAPS PLICENC.COVER,JS'MIN.
C CTION DETAIL ,,•....,:.-'; •'.•„ :. s :,..
O
• ,• 12'MIN! - U
y/�'wNS'CONCRETE SCREWS 0 24-O.C. 1)6'MW.CONC Z
BEAT SU ORT ",..),Ipj'CONC.EYBE➢YENT(MIN.) ENBmNENT(rrPJ W
SALS.WITH A,.){' M'ANGLE FACx SIDE OW.) COWNN/P
EWE OIST/NCC '°CONCRLIE ANCNOfl 2. 1/B•.2 LID,ANc _ MIN.CONTINUOUS PERIMETER FOOTING �i• W
/ W/2)b'wBEOMFM WTO _ W/(4)117aJ 's.Y.s
STRUCTURAL CONCRETE(Tw:.' TYPCIAL FRONT VIEW OF POST TO (BY OTHERS) c Z K
SEE NOTE 10) (EACH SIDE) O O O
D.G.SOLE Pure Y a
r.2• FOUNDATION CONNECTION WITH PAVERS FIL Dpy
.
rz
0 v o
4 �ALTE ATE(1) ILL
U -
S POST
AMBLE
•• •: •'• � � 'B.Y. BRACE � DRAWN BY: DVK
y, • W J'MIN.(fW.) (a)IIuY.
CONCRETE F _ CHECKED BY: DYK
SCREW 4 SCRf:W ANCHOR O 24'O.C. 4'NOMINAL CONCRETE STAB 71 PURUN 2'+1'df'ANGLE(GRACE W/ SCALE AS SHOWN
AND B'FROM POST(TIP.) +(2500 PSI,MW.)W/SiB COaO (4)012rWrSALS.0 EACH
W.W.N.OR RB R FORC MEMBER WTERSECDON DATE BIIWOB
[PC LWROPYLENE REM-
1.5 POUND(MIN.)PER C.Y.)
9, COLUMN/POST }o - } W O 241W ANGLE 2'TONG ON
UNOEASDEW
. R[AN FMY
FACN lE0(tlAY 44 BRACE) .
1.2 O.B.501E PLATE' C• It MT
O O •� OR SLOPED
• ((2 11m2h''s.M1A s.{• DO YEON KIM,P.E.d` •'•a7 ai d.. (i .EACH END J' 1n GRACE FLA.REG.NUMBER 49497
-�_ O , •••d•� (SEE PLAN)
(2)110.J15'sA1s
'TI I I—III III—III— prP.EACH END)
-I I ITT _ •' ALTERNATE It). 00 KIA.p.
CIATES,LLC
I� ITTI-If ••n'• ••..,d!! :•f• 1c3 BRAE �8(TTPJ- I— •(•�I I I� 33878
EGG-OF CONCRETE ti III III UNOISNRBED SOIL OR CONPACIEO
CRUSHED UMMOCK(BOX PROCTOR)
p AN VIEW ---� - MIN.(OVERL PERM COMINVDUB,SPLICE -
MIN. 1)-15 R 20'MIN. PLAN-TYPICAL ROOF '
MAIN N TO CONCRETE 3•COVER(TW.) .BRACE TO BEAM CONNECTION 1
B'MBA)
CONNECT
FOUNDATION/SLAB DETAIL q Drawing No.-080811
�... �- �'-- �• SHEET 2OF3