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GORIER POST CAVE RAILO SCAN STITCHING SCREWS(SEE TABLE)124•DO
(it WSAS:.IIE`v.' DO KIM
1'.E•OB. SONS AS SMVN'fZy MM SPLICE PLATE TAM SIDE.I BEAM)
PA
MG SECTION PLATE EDGE DISTANCE 6 SPACE SCREWS BOlB-N]2 ALLOT M EOUA..IA•THICKNESS
C-C FASTENER SPACfIN EOWLLY(IwJ &ASSOCIATES.LLC
• 6•.3•x Goso• C0L1 QI $ _-0 C C N S U LTI N G
a O 6C63-T6 ALLOY PLATE
o (ONE SIDE)M STRONGER /� IC STRUCTURAL
K-SCE 3 ENGINEERS
3•x 3'x 0070•NIN 6063-76 ALLOT 80.0.070 CHNN RAR
PLATE M STRMGER CONE SIDE)WITH
1 -11E.11'IRS,EACH SIDE AS • • j PO BOX 10030
SNOMR({ Mlll RATE EDGE DISTANCE K-BRACE 33870
S C-C Fn2TCr[1R SPACING) •• • �.(p3 IIIxY1'SCREWS 70L�(3 97L0321
K-1RACE • • 7i
• (K) dW) (Wu) (x)lu)
GORIER POST �{1 LINE LINE SCREWS PLATE Rw DBICfi tlOn
]•.B•x 0.057 NIN 8063-T6 r CVP) ,SAalA �3 BEAN A •H•\•L• TOTAL VIDTN ]m
ALLOT PLATE M RIK 60 3 l E0p 1' a.A 3 2 21 12' Qo 3010 ISSUED
fpNC SmEN °p ALE SDI` S11• axe 3 3 32 14'
T
(M-X.•�•SJ(S, K-BRACE y('(p.LS�SPQ/��ycltAt)lA E.6 1 3' 10 11'
(EACH SIDE AS SHOWN IS'NM LATE EDGE GIRT(CHAIR FAIL) f ��xA1"• SO 9 t 36 l6, Q
O THEE L C-C 1(,V axe 3 3 64 16•
FASTENER SPACING) Pam'
• FE[O�]) Ex9 3 6 72 Is, Q
o • UXDSi ROOF BEAM 2x9(Hw 6 7 DH IB•
• • V.B• RATE OTNERAISE CONNECTION DETAIL 2.10 7 7 96 W
•iEE ELEVATIDRS
FOUNDATION FOR'K•IGCE SIZE ((3)) 9.Y.9.,dM lE0 AN0 O.(t)/IW'LONG S.Y.s.INTO
(B)/13dj'S.Y.I.CNANNEL 70 HFAY SORW BOSSES(1TP.AlMRNATNB)
B SCREW IOTA
%'P CONCRETE ANCHOR(2 PLACES) ff STII •GI.D.C.
FANDR Of 51SUIT ((�
IN I=OF TTP. K•6 CONCRETE 2 3N.070 EAR M SM) J
sCSVS FOR CMNCR COLIBW PURUN
C 0
LATERAL"K"-BRACING I.I ME•BY 3• O LONGUE �e
AxG1E,EACH S .) %3;4;070 GW/CHQR RML (f3 y
CONNECTION DETAILS (sEE PLAN> L.Ldj•In 3•LONG
(.Kr- xM'AEL1MxD MAxxa ANGLE.EACH slot DTP.) C 0
YW. AGx00O3'WiEANI lUtNi63)
r.B 1/B•.r.]•LO. (billw ILO(eI TmAL�((m.j� � Z
Ow.A1E111W11E) W
twa
SCR CON° t [0SWS. uLTE"�BOSSE9 I..E�r( It
FACH LED DTP.) � BL9.Po!T � Z �
a vvi
ST
(!)/IL]/. S.M.S.
M PURLIN TO ROOF BEAM
1>?0d ATTACHED To a—
W/ (TYPI I EACH DEW°N0 CONNECTION DETAIL Z U
(i)-flORS•S.Y.S.URO SCREW BOSS (B)K'0.3•L6 I EACH METE W fn a
(I)-f(1'd)•98 TNRU-BOLT J W yL
i F G(aDE Io Wi1F�i"NM LATTTADMEED ATTACHED TOSSTRUC�TUREDsw�lE3MTIS �lL BE CHAIR RAIL/GIRT TO POST U CI r
WITH
/1]1'9JL5.•Bt'O.C. FACIA TO BE 2.6 WN,S.P.F.
OVERHANG w TO EXCEED 3V UNLESS OOTHERWISE CONNECTION DETAIL DRAWN Sr. DYK
I.3 O.B.TO wpm GUINEA NOTED
ON PLAN OV4
ON VESTEii RED CEDAR CHECKED BY.' OYK
STRUCTURAL MADE 2 KIN SEAMS WO (3)-iI a S.M.S.ro
(Q/1].S/t'9.W5. (1)K•WxE•L6 lAG SCREW 12t• r OOp SCREW a Im3's.Y Wy gE SLOPED OR RAT 6CAL6: AS 6NOWN
/'OG ilR[LC•CiTN C'GUTTER L PUMA
/ (YAY B�SIDPED N} (SEE MN iDl1!Qn' DATE: IUItAD
ROOF SEAM SECURE FASCIA TO EACH RAFTER TAIL I'M •2B
(MT OR SLOPED) W/()K'Wx1•LONG PAN HUD LAG SCREWS t71,BON'D.Y.P.TUN. RE
BEFORE ATTACHING SUPER GUTTER GK RIR URO PURIIN SCREW (2(.)5..129 MALE-7'Mi°E WITH
BOSSES INFO'UPWOM 0°FAY•(Z)-/11.1
usE/I10a11yy SY.S.O Z/'O.C. -- = DO YEON KIM.P.E.
ro COAPIECT•70.S.0.2 ro].7. ,
((1)-3.Z.16'ARGUE.EACH SIDE USE 10. 9.Y.2•11'O.C. FL0.RED.NUMBER 49497
(1 MR G.6 SUB OR LAMRT.) II OOyy
1'') (U K'6.2•M LAG SCREWS _ ro CDNNECT•ro 1.2 0.9.ro 2.3.
C❑17� (TTP.E CACTI SEAM) la OA FASTENED ro COLUYN/POST
R '(D UUS,sm E IE•m PURIIN G9fF71E0 To COwYN/POST D 1 9.Y.5.GM SO
BETWEEN BEAKS W/(3)/10.1K'SM.s.URO SCRION WS56 WITH(t)/1m•sHs.(FACN IE°I ff
�. (EACH MD,M.) OF I�GY(TrP.)aR KIN 3 W NAI C-C DO qM H CIATEH.LTC
N.'1 IG CONTINUOUS ro�(fOHI To 8FM (971111R.)I'SL.A EACH 50)E ALINE OF FASTENERS CTTP.I
AANN OF 3FAY FOR 2.B COLUMN TO KK•• B7
3•ar]•SUPER GUTTER \ L!OF/A DISiMCE(TTP,°� PO B
BIN.0.090.THICK `COLUMM/POST Tlmpl, LS]B79
COWYN/POST
SECURE FASCIA TO EACH RATTER TAIL �'C/••1�
V/(1)k•IN•LORD PAN HEA�LAG SCREWS
BEFORE 7A�TTACKIND SUPER W TER
ROOF BEAM TO SUPER GUTTER /1'SYA K'LONi1M1 S DEAR Di CONSTRUCTION SIDEWALL POST!COLUMN TO PURLIN MAIN POST/COLUMN TO ROOF BEAM
� .] 0U
CONNECTION DETAIL # 3 D.c.
10 AOWCSIVE CONNECTION DETAIL CONNECTION DETAIL Crewing No.-080811
SHEET 1OF3
File Cola
PORUN SUPPO
/POST 2.9aIL'ANfLE TOP0'.•LOW)V/<E)-2I1
COLUMN/Po97 J(I•ANCIE,EACH SIDE BYPJ 7NT
2.y1/B'.Z'LC.ANCLE S.YS.WITH YIN. • '.CONCRETE ANCHOR BLA" TE TENS INTO THE 1A0{T N THE C"OTHER+POST D❑ y I EE�y
1rI(N)/Ix OF P.3
0/A•S.WS EDGE INSTANCE W/221A FYBEOYEM LYfO 1� 1Y1
(111 1. 5`AUONRAI CORONER`(TYP., r
E NOTE lo) &ASSOCIATES,LLC
jL'I CONCRETE ANCHOR I'.'A'OS.SOLE PLATE
W/y EYBCONEM Iwo 2.PURUN
o Oo sffRT2 CrSM1 CONCRETE 1. C C N S U LTI N G
(El SIDE)CONCRETE
I,Q O.i TOP FRWE
� .,*.,.. •f; •� ENGINEERS
A _ { 2.2.4 ANGLE CUP,CUT AT 1.3 O.S.FASTENED TO CORNER CONNER POST
. A AS'(4/-)ANGLE ANo SECTION WTI"/t0a2•SANS W/
O•um.MP.) • SEAM MAY ATE TO THESCREEN Hm001 F %•dA WASHER O IB'O.C. PO BON 10039
` a'..�'CONCRETE BE Mr 1.O.B.SIDE WALL CMTLLR UPRIGHT
SCREW ANCHOR O 14'O.C. OR SLOPED BOLT'WIN FEND ASHEN. Tkmps.FL 33679
ATTACHED TO BEAM OR SAVE RNL TBI:(B13)371(03T1
AND D'FROM POSE(TrvJ O DUGONAL SMCNO SHALL NOT BE
ATTACHED TO ROOF PNWNS.
.0.093 SIDEWALL COLUMN TO CONCRETE B• (SEE PLAN BRACE ROVED. UED lion
caoux/POST (SEE PUN) ELEVATION VIEW 2m
CONNECTION DETAIL QQ Tote Issu6D
1.2 00.SOLE PLATE CORNER POST/COLUMN
PLAN-TYPICAL DIAGONAL ROOF O 0
BRACE CONNECTION UPRIGHT DETAIL
-0— o
SEE PLAN FOR SIZE
1K2 Ds FATTIER®To coRNEa + EDGE OF CONCRflE 1•Yrrv.> A� LYsuux ,a• 2$00 PSI MIN.CONCRETE STRENGTH.
SECTION WITH IIA.UY SA.9.0' (� °
24'D.C. Bh PLAN VIEW APPROXIMATE
:25'MAIL TRICK BRICK PAVERS () • '�
2aA'MORE 2'LONG(EACH SIDE) SET IN MORTM ON TOP Of FOORR • d'
w/(I)Jt.�'S.S.m POsr �^ o.e.SOLE PLATE
i
k J 5 P H.O.OLLV.EKP,BOLA tlOC
W/2 t/2•YIH.EMBEDMENT • J
N
•• COMPACTED OR _ W
' A. O UNDISTURBED SOIL/SAND
CORNER POST/COLUMN '' (1)-/5 REBAR,CONTINUOUS
TO CONCRETE "..,,1 •:; a•MIN.CONC.COVER,JB'MIN.
LAP SPLICEC 7
CONNECTION DETAIL • •. • U O
�. ,,• • 12'MIN! Z
BEAM SUPPORT Y'Pd•CORONER`SCREW9 O 24'O.C. '`, 2)V MN.CONC.
iY.9.Wlfil YIN. • L%-O
){'ANGLE EACH SIDE(TYP.) BEAM SUPOST (TW.),TI.j'CONE.EYBEWENT(YRNJ ; EYBEOUENT(TYPJ W
(n Z
EDOC DISTANCE CONCRETE ARCHON yyl/B'.x'L0.ANGLE W`OME r INTO w/(A)1+2.3/4iM.s MIN.CONTINUOUS PERIMETER FOOTING W
EE HIMICONCNEIE GYP., (EACH SIDE) TYPCIAL FRONT VIEW OF POST TO Z KsFENo E1) FOUNDATION CONNECTION WITH PAVERSp 150'O.B.501E PLATE O O 0 0 L H CO
uj
M•.`•' '� 4 �" \"ALTERNATE 11) V LU
SE LU
S PO F
2x11d('ANGLE
]'MW.CIYP•) (N)II2.A•S.Y. BRACE DRAWN BY: DYK
Y Y.•N2)f•CONCRETE 4 SCREW ANCHoa o xA'D.C. A•NOMINAL wHCAEIE SLAB 2•.vuRUN 2•.I',A'ANGLE(NYC`)W/ CHECKED BY: DYK
AND B'mom POST(M.) E250G PN,YIN.]W68.5.10/10 ({)/12.)j'RA.S.0 EACH SCALE: A86HOWN
11YY w.Y.OR nBER Rhxroac(�D MEMBER INLEASEciKIN
jj
(POLI9ROFY E2NE FIBER- DATE: N11105
1.5 POUND(YIN.)PER C.Y.]
B, COLUMN/POST Y 7 0 0 2"-MOLE 2'LONG ON
0t51DIEOEW�(.)
( SEMI MAY (BFAY k BRACE)
1.2 O.B.SOLE PLATE • °' BE MT
O O °• OR SLOPED
d•• ((7)/ID.215•s12.5 DO YEONKIM,P.E.
,!°..%: °•i DYP.EACH END) 2X3 BRACE FLA.REG.NUMBER/8/97
-�— O 1_ I • ••'°.• 2)/10.]K's.y. (SEE PUN)
IJ•T J�-F! III J.f�— (TYP.ucH END)
�II }• ` ALTERNATE 121 00 KI) 2-7BRACE
IT
TES,LLC
OCIA
1
2•,°.' ••Y• \ /per A3
t'cTrP.f —I��,,I''IEE� •i �°•• 13387
LOGE OF CONGR[TE �VJ L9578
E UNOISNPBED 901E OR COMPACIFO
bEE CRUSHED UMEROCL(BOX PROCTOR)
PLAN VIEW YN.(BM REBAR EANIIN000S,SPLICE
Mu. oLT]iLAP 20•MIN. PLAN-TYPICAL ROOF '�.���
MAIN COLUMN TO CONCRETE 3 C01E"MP.) BRACE TO BEAM CONNECTION 1
B•WTxA
.CONNECTION DETAIL
FOUNDATION/SLAB DETAIL Drawing No.-060811
SHEET 20F3
DO KIM
&ASSOCIATES,LLC
CONSULTING
STRUCTURAL
FFile COPY ENGINEERS
x PO Box 10039
Tempo,FL 33679
Tel:(813)374.0321
RftJDat4 Descrl Bon
if Q]Ole I.BUED
0 i
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. 1n
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,00 Kim &Associates,LLC have made interpretations where necessary, c o
w
;I 4. The following structures are designed`to be attached to block and wood frame structures of adequate structural capacity, The U W
contractor shall verify that the host structure Is in good condition and of sufficient strength to hold the proposed addition.If en
en
there is a question about the host structure, the owner(at his own expense) shall hire an architect or engineer to verify host c
"• z
structure capacity. UU
l cn w
S. 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 w
Alternative Design for.Screen Enclosures.Aluminum shall,be 7005-T53 Alloy,600545 Alloy,or 6063-T6 Alloy based on industry o Z �
O v
standard shapes, thicknesses, and tolerances unless otherwise noted. a �-
6. Unless otherwise noted, SMB shall be stitched with#100/4"SMS at 24"o.c.,tap and bottom. Z U Vw cn a
7. Connections using screw bosses shalt,have minimum(4)-#10x2"per connection unless shown otherwise. U O
8. Unless otherwise shown, screws shall have minimum edge distance and center-to-center distances as shown In this table. DruwNBr: ovlc
g CHECKED B7: DYK
C-1022 Low Carbon Steel SMS &Self-Drllling(TEK)Screws(Industry Standard Screws) SCALE: A9SHOWN
DATE: amim
y Nominal Screw Diameter Minimum Center to Center
Screw
(in) Minimum Edge Distance Distance
#10 0.188 s/„' V2
]/e" c/uu DO YEON KIM,P.E.
#12 6.219
FL®.NUMBER 49497
#14 (1/4") 0.250 1/2"
" DO K_ -S CIATEB,LLC
CAN Be,
9. Structure has been,designed to meet the 511 Edition FBI(2014 FBC).Project is sited.where the ultimate design wind speed,V-t,, is mB faiei9
150 mph(3-sec gust) for risk category I buildings and other structures. Exposure C, Design pressures are from Table 2002.4, .
2014 FBC reduced by 0.88 for screen mesh factor, 0.6 For allowable stress design (ASO). J' P
10. Concrete anchors may be"Large Diameter Tapcons"(LTDs), Tapcon-concrete screws,Simpson Strong-Tie Anchors or Titian screws
or approved equal. Drawing No.-060811
SHEET 3OF3
1