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COMMON POST CAVE RAIL ^•.Y,•„0 BEAM STITCHING SCREW](SEE TABLE)!E1'OC,I�)�1n ED M1,1 i DhiRS OR ATTAUV
fll TOTALI-CI¢yy�x�• S�- SPLICL PLATE-(EACH-DtDF Oi BEYOI )I`; D❑ KI M
i V x 2'O.B. PLATE SI•VN 7AN(L SPACE SCREWS '' T--•- SDS¢�1]D ALL OR COUN..1/e•TNICIWE:pF rI1E g�S�O�ISI�ILIT'(OF 1 H
PATE'SECTION C-C FASTENER ) EQUALLY(rYP.) &ASSOCIATES,LLC
6'x5'.0050• COLIWN �� - -.•.. ...._..:J
CONSULTING
N S U LTI N G
6063-T6 ALLOY PLATE €�
O e (ONE SIDE)IR STRONGER 9 STRUCTURAL
ENGINEERED
3•x 3•x OA30' IN.6063-T6 ALLOY 2.].0.0]0 CIWR PAL P080X 10039
PLATE OR STRON ER(ONE SIDE)WITH p Z '
(3)-918 x%' AS,EACH SIDE AS N-BRACE • ® J Tampa,FL 31B78
SNOVN f�y H PLATE EDGE DISTANCE
L C-C TASTE SPACING) •• • y1 (f(P1 014AV SCREVS Tol;(alS)374-0931
K-THEE • (x) Co.) Co." I
O ,��(J' LINE LINE SCREWS RW Descr on
CORNER POST - 9rF,<xP) tAs31A�3T+11 BEAM A. •B'L'C' T TAL tm
3'x i'x 0.0 0'NAM 6063-T6 .L W l.�F�1' 2x4 3 2 24 QO Bp1O ISSUED
ALLOY PLATEN STRONGER 1" sbcO1NE SIDE) VNEpE AOtN' 2x3 3 3 32
2x6 4 3 40
<3)-ate O SHS, K-BRACE f N��..'� "`2x7 3- .:4. .-36.
(Et DOE AS VN - GIRT«HAIR RAIL) B uW
HIM.PLATE DOE - fi VOBM BxB 3 S 64
IAS77ER SPAC ) PN 2x9 5 6 72 0
O c ON E55 YP4 ROOF BEAM 2x9aw 6 ee
L O 1•x¢• 0.E PLAT[ OTHERWISE CONNECTION DETAIL BXID 7 7 96
L.LII r^C..-:.
FOR K�RACl�IIE FV].1'.'.d�li:-,)•l)2' " INTO
FOUNDATION 1CL 1 � /i)' aTV TW
1 0O ] /l3d)•S.YS..fA01 IEO ANO-..-. .SOIL1Y B0556(1)'P.AOOINATf�
_ ,5 ({e3 S77A1'S.Y.S.C11ANNd ro BE1Y
1 (B)sCI1EW TOTAL
BEAM STITCHING 0 34•D.C.
1'L:niu Im�;iS l)TaTt SY?'l'1YfU"T i]i E i l I T Isl f wOX (ryp.TOP AND BOTTOM OF SUB
% CORETE ANCHOR(2 PLACES) e,.lA t `) ItCrl�'1r �.j;w.PG�+%•~�• .vu 070 SEE TABLE FOR SIZES)
IN LIE TIP. Y•F CONCRETE if l' L\.. 1% - a
SCREWS CQpIIEa COLUMN' _ LuLU
_ I.bW Vf 3•LONG O
F, -) LA "W-BRACING ANGLE,EACH SIDE cm) LJN.Oro ORT/GUAR RAL U ED
JUL 0 11 20' CONNECT N BETAU (SEE PLAN) td.X N r WxG
ANGF,OICYI SIDE(1nJ C
,riim PLANS AIND ALL PROPOSED WOM (• .o.�;WTMAL 1Htmrss) (,)/12d)'SMD.rAcx n
PE{iClll?liidG 1 2 1/a .I
g(,Lucie I cuntr,Ff_ FI(D)rmAL(nP.) Z
ARE SUBJECT TO ANY CORRECTIONS ("P' w °1
".,.�,4"0.2*WHO Z
REQUIRED BY FIELD INSPECTORS TI�" . SCREW BOSSES ,8�„� � W
11 •D.YS., (IMP.ALINNNNE) C z W
`f 1:4AY MSC NECF3'?RY"iPI ORDER T, ED c".) S.Y.B.POD °
(a)/,xa/4•S.U.S. ,.L C9PL'v-L��CI�r'Irc'��i,i�6rImIC�'if'". %�� �QLGW EODr • PURLIN TO ROOF BEAM
IKSxk•MOLE 6'LONG '` CONNECTION DETAIL N a
1.2 0.8:AlT TO DEAN W/' (TIP.B EACH BEAN)
(2)-/IOXY y S.INTO SCREW BOY (2)X•d3•LG B EAOLANILE _
(1)-114',Y.'B.S.1NNV-DOLT NOTE'PRIMARY SCREEN DIN DENTS S.1 DE
W/X AND WASHER Arr6CHCO M NEST STRUCTURE CONSISTING m CHAIR RAIL/GIRT TO POST V
•FAC 90E of BW/ CONVENTIONAL ipUSSAAFTER�FRNIING WITH MAX.
OVERHANG NO To EXCEED 30'UNLESS OTHERWISE -CONNECTION DETAIL ��` DRAWN BY om
/I2.2' AS. 2Y O.C. FACIA TO BE 2x6(HIM)S].i. NOTED ON PLAN DWG.
N.1 0. ro SUPER GUfiFA OR WEST@ RED CEI Il \ CHECKED BY. OYN
STRUCTURAL GRADE 2 MN "'_\ 2P]PO.ON ACNm ro
(1) ax2•LO LAG SCREW B 24' -/10.2'S.Y.S. �^ 5.1L8.BEAM 'SCALE AB SHOWN
(4)/1.]/4'S.Y.S. y. // l BOSS. (SEE 57APED OR OC ENTIRE LENGTH O'GUTTER \ / 2a Y BEE y (SEE PIA@ FOq 80E) GATE: d17106
1 OR SLOPED 3e
ROOF D SECURE FASCIA TO EACH RAFTER TAIL (2 0.4'Ay THRU.2.3 __ •t
(MT OR S ED) V/fD X'a.1'LONG PAN HEAD LAG SCREWS SAVE PAR ITT/NOO�O PURLIN SCREl1' 3+Sa.133 ANINTO 2'WIDE WITH
(FORE ATTMMING SUPER GUTTER BOYS'., / (R)-/14.'INTO
BEAM 6(2)-/14.1
1 IkGO uA
USE BPI S.Y.S.O 24.C.C.
_ TO NE�•io 1.1 o.B ro 2P]. y,,, 00 PEON TOM,P.E
jl)-2.2a7p ANc I.G.LAG SCREWS EACH SIDE I _-^-_- FLA.REG.NUMBER 49497
2 FOR 2.B S IARGMj 10 CSNN+ •T1.2 0U.TO 2P].
(1I Y'h2•
(OR)
(TYP.2 EACH BEND 1.2 0. FASTENED TO GHLYN/PoST wpuN i/STFNEO ro CO,WN/Posr
IC (U BI2.2•SKS B 1E.ao 8, (B f2di'SL.S.FAGI d0E
4 I2x]/4'S.Y.S. UN1U BETWEEN BEAMS W/(2)/10.,4 D.M.S.RHO SCp1W BOSSES WRH(44))/I2.1.5A.S.(FACER IEO) G 7�EA2EI(TYp,)OR HIM,9 16'TUX.C-C - 00 MIM A38 CRATES,LLC
• THICK CONTINUOUS / ( ENO.ImJ 0 iR(BBOJ-TO ALLT00 B IfOi CAN FOR 2.E EACH
UM N TO ACING Oi iA81ENERS(TYP.)
(\W\ Cl1/ BBD7
5'er•\7'SUPER MITER El
�� ` 2u'BFIN 76'MIN BENT ERGS TLIO 533879
HIM 0590' C.
\` / STANCE(TTPJ
OOWYN/POST COWMN/POST ^
SECURE FASCIA TO EACH RAFTER ('r,
V/(1)HYxA•LGNG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
ROOF BEAM TO SUPER GUTTER_ = SIDEWALL`POST/.COLUMN TO PURLIN MAIN POST/COLUMN TO ROOF B
CONNECTION DETAIL o10i D.C.sINs. "_AMESIVTICN CONTINUOUS
BEAD OF cGNSTRucnN CONNECTION DETAIL CONNECTION DETAIL
Brewing No.-080811
SHEET 1OF3
COLUYN ST W ANGLE.UCH SIDE
-•�- REM, 2.5 ANGLE t2•LONG)V/OD-F14 ^ �•+CG`y' oy>
1 2Q+1/B'.2'LD.ANGLE S.Y.S.Wi1H NIN.RP RfY CONCRETE ANCHOR TEKS INTO TOP OF 2+3 EAVE RAIL AND t2)- 1 W
EOOE ORTANCE W/2)y dBEOYENf INm �F14 TEKS INTO THE FRONT OF THE CORNEA POST D K I M
NOTE 1(EACH ODE) SEPU CONCRETE(TYP„ A A6ER❑CIATES,LLC
�`SEEEEEE NOTE 0)
0 O RpF CONCRETE ANCHOR 154Y O.B.SOLE PLATE
CONCRETE
UN p•.PUR
U qAL CONCRETE '
IEAw slog), C O N S U LTI N G
Iu D.B.TOP FRAME STRUCTURAL
•.r:•• ��..'
ENGINEERS
• •S ' 7+2+Ii'ANCIE Cllp,CUT AT I+] B.FASTENED TO CORNER
J'MIN.DYP.) • ATTACFIE9 TO 1NE SCREEN ROOF AND OECD WITH JIM2'S.Y.S.W/ CORNER
POST
BEAN MAY NE(()) 9{'IT WASHER O IB'O.C. PO Box 10039
Y 1I1 2Y'CONCRETE BE RUT IEtlfl FINDWITH WASHER.W HEN.U f+O.B.SIDE WAU.CORNER UP9GM q • SCREW AFROM O 24'O.C. OR SLOPED ATTACHED TO BEAM OR EAVE RAIL 7RmpB,FL 33878
AND V'FROM POST OYPJ O /�/•�/\ DIAGONAL BRACING SNAW NOT BE TO(013)3740321
0 ATTACHED TO ROOF PURUNS.
2.2-023 BRACE R.JD11 Oescli Bon
SiDEWALL COLUMN TO CONCRETE B• C0 0Y"/pOST (SEE PLAN) ELEVATION VIEW
CONNECTION DETAIL ISSUED
1.2 D.B.$DUE PLATE
PLAN-TYPICAL OIAGOLR00 CORNER POST/COLUMN ED J
UPRIGHT DETAIL
BRACE CON EChlO
SEE FOR SIZE
14 D.B,i 10 CORNEA EDGE OF CONCRETE 1•tTYP.I N r 2800 PSI MIN.CONCRETE STRENGTH
24'SEC D • PLAN VIEW
Ib1Y'3.N.5.0 � COlUYN 0 a
2+24j'ANGLE •Lone(EACH SIOC SEi•MAX.o w orRCK PAVE APPROXIMATE
W/(2'j.14.3i' M.S.TO POST
O J�/B 1 H.D. ���
D. V.EKP,BOLT 1 d
IF
O.B.SOLE
W/2 1/2'NI EMBEDMENT PLATE FUDTER
d '
IN I II
1
N \
a' _ `COMPACTED OR
CORNER POST/COLUMN a• 4 UNDISTURBED SOIL/SANG V
TO CONCRETE 1 ':.'�,...• .: W45 REM,CONTINUOUS c w
♦,: ;: ,. MIN.CONIC.COVER,38'MIN.
1 I - LAP SPLICE m
CONNECTION DETAIL j' "•! ' ,;, ,y y
O
�• , BFA4 SUPPORT Y�'vn d
F+5'CONCRETE SCREWS O 24'D.C. 2K'NIN.CONC. 12'MIN.• C.)
ANGLE,EACH SIDE(IMP.)
S.Y.S. NW.Rf' COWYN/POST RYP.).Or CONC.EMBEDMENT(YIN.) BEONENf DYPJ W
CIE
EDGE IIIANCE %'0 CONCRETE ANCHOR 3+2+I/8'.2'W. - N Z
w/2)y d9mYENr INro W/(4)I12a/4•Sw's MIN.CONTINUOUS PERIMETER FOOTING smucruRu CONCREE(TrP.. - TYPICAL FRONT VIEW OF POST TO UJ
SEE NOTE 10) (EACH SIDE) 4 8j Z LU
R os.soLE PLA E D I FOUNDATION CONNECTION WITH PAVERS O y.L�
° O0 IEL
.
.'t •:,: O 0 4UU
PO�� ALTERNATE W J LL)
J'MIN.(TYP 2.14"ANGLE U
y rW J (g 112�'S.Y. BRACE DRAWN BY: OYK
�4 y'I>�'CONCRETE _
p SCREW MIow 0 ( O.C. DYK
(4('NOMINAL CONCREE/TE SLAB//
AND O'FROM POSE(IMP,) VI.WA1.ON RBEN REINFOIC090 2'+PUPl1N (4)I>21Y4•S.M.S.(SHAM SIG I/ SCA�"�°BN AS SHOWN
IPOLYPROPRENE nBER- MEMBER INTERSECTION
1.5 POUND(NIN.)PER C.Y.) 0 DATE: 8F1 M08
S, FAWYN/POST m3 °
g O 4a14'ANGLE 2'LONG ON
UNOERSIDEW/(4)I12+�4•S.Y.S.
1.R O.B.SOLE PLATE d' BEAM MAY F/JDI lEC( O BiucC
O O t) / • • �d' BE FIAT
OR SLOPED LI
•!d••' •d1 L2�,I160t•Lx Er�°)5 ° 2.J BRACE DO YE ON KIM,P.E.
11-7
p '' �4 • t"•' FLA REG.NUMBER 49497
1= / •• 14'd•• (SEE PLAN)
���T•�t-�I I I I,I I'11. •. .., �n�•�1s.5
I �� ••a'. ;��• - ALTERNATE 121 0 . DO KIM AllsrL
TES,LLC
IL ll 'd• 2+3 BRA[E7
I•RTYP.) _
EDGE OF CONCR �p -1" 39
�UNOISNRBm SOIL OR CONPICEEO T679
CC6 CRUSHED UYEROCK(BON PROCF°R) �Y
� � 1UN.(1)-13 REM CONTINUOUS,SPUCE -7.1•i/
MU-OVERLAP 20'MIN. PLAN-TYPICAL ROOF
MAIN COLUMN TO CONCRETE J'COVER C".)
B'tNINO BRACE TO BEAM CONNECTION 1
CONf»�TION DETAIL'
i FOUNDATION/SLAB DETAIL Drawing No.-080811
SHEET 2OF3
' y
015TANCE FROM 1 I 1 f`'1}_'1' Cop
q
/ EDGE'TYP: - L.Y Copy
1 USE 0.125"MIN.1U. ANGLE(EACH SIOEJ OR �� - ❑❑ K I M
0.050"THICK' CHANNEL 6063-T6 ALLOY PLATEW/ '
dl2xlf' ,M.S.EACH SIBE(12 TOTAL) •. HO T STRUCTURES(MASONRY,OR WOOD) &A9HOCIATEl3,LLC
(FLAB RF SLOPED) e'•da� (2)Y.'e §8:LONG WOOD LAG SCREW OR C❑N S 3 U N G
SEE PLAN FOR SI2E (2)Y'0 v "LONG MASONRY ANCHORS E N LINER S
ENGINEERS
A•d, PO Box 1003E
HOST'STR TUBE ANCHORS Tempe.FL 33679
EQUALLY SP ED(TYP.) Tel:(813)374-0321
.. Revjvgtd DascrI Uon'
a' 'n' Issu6D
0:m"
1 2"MIN.EQUAL Y
hr
SPACED TYP.)
TYP.BEAM TO HOST a ` ')
General Notes and Specifications;
STRUCTURE CONNECTION Q
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 All 318.
f27 Y�0x21¢'LG.LAG SCRE
EACH SIDE of BEAN(TYP,) Reinforcing steel shall have a min, yield strength of 40,000 psi (grade 40)and be provided with cover in accordance with ACI 318. rn
FACIA TO BE 2x6(MIN.),S.P.F. J
(CEDAR IS NOT ACCEPTABLE), Q
(4)p12.3/4"S.M.S. STRUCTURAL GRADE 2 MIN. 3. Ail dimensions are provided by contractor,00 Kim & Associates, LLC have made interpretations where necessary, o
(TYP.)
;( 4. The following structures are designed to be,attached to block and wood frame structures of adequate structural capacity. The c W
(ROOF 13FLAT OIt
R SLOPED) SECURE FASCIA TO EACH RAFTER TAIL', contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If o
BEFORE ATTACHINGGS PAN UPERXGUTTEEAD RG SCREVS there is a question about'the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host U O
structure capacity. i;
d
2.206'ANGLE,EACH SIDE U W
(TYP.) 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 m Z
(6)812.3/4"S.M.S.,(4)SCREW �v r• Alternative Design for Screen Enclosures.Aluminum shall be 7005-T53 Alloy, 6005-T5 Alloy, or 6063-T6 Alloy based on industry
N W
EACH LEG(TYP.) ULI
standard shapes, thicknesses, and tolerances unless otherwise noted. o v
a In
CARRIER BEAM TO FASCIA CONNECTION DETAIL 6. Unless otherwise noted,SMB shall be stitched with #100/4" SMS at 24"o,c., top and bottom. F
7. Connections using screw.bosses shall have minimum (4)-#10&'per connection unless shown otherwise. w 0) a.
4 U W
8. Unless otherwise shown,1screws shall have minimum edge distance and center-to-center distances as shown In this table. DRAWN BY: Dm
C-1022 Low Carbon Steel SMS &Self-Drilling ITEK) Screws(Industry Standard Screws) CHECKEDeY. DYK.
.. SCALE: ASSHOWN
Nominal Screw Diameter Minimum Edge Distance Minimum Center to Center DATE: anlae
((�) Distance
Screw
#10 0.188 '/„" Y2"
#12 0.219 00 YEON KIM,P.E.
#14(1/4") 0.256 1/2" 5/s' FLA.RED.NUMBER 49497
DOIt,,
IATES.LLC
9. Structure has been designed to meet the 5'"Edition FBC(2014 FBI).Project is sited where the ultimate design wind speed, V.I., is 26887
039
150 mph (3-set gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4, 3367e
2014 FBC reduced by 0.88 for screen mesh factor,0.6 for allowable stress design (ASO). ' 'J'Lc1�
10. Concrete anchors may be"Large Diameter Tapcons" MOB), Tapcon concrete screws, Simpson Strang-Tie Anchors or Titian Screws
or approved equal.
Drawing No.-060811
SHEET 3 OF 3
1
Yb.21y'LAG SCREW 0 ix'O.C.. R' COPY
(1)WITHIN 3'OF EDGES OYP.)
tlND N M.S.V/S F DER WASHER
14-FLASHING
SHINGLED 111'O.B.(IYP.)—� AND NEOPPEN[GAS @ 12'U.C. NWF PPANd DO K I M
B LEAST B'
xDTE: 5ND &ASSOCIATES.LLC
I Y14 w SNS V/INTEGRAL V"0 FOR BLOCK TWINED HOUSES USE O O O O O O O O O O
WASHER AN O NEOPRENE TiASNET _ 114,2Y CONCRETE SCREW WO°°FWJ1E WALL O O O 000 O O O O O O C
PER 12'VIDE PANEL E0.SPACED(iYP.) O IB'O.C.,1 WNWN 3' 0 0 0 0 0 0 0 0 0 0 0 C O N S LI LTI N G
(RISER PANS) SECURE FASCIA TO EACH RAFTER TAIL OF EDGES(TIP.) 0000000000 OOO OO OO OO O OOC
(OR) - SEALANT V/(L)K•4 z 4'LONG PAN HEAD LAG CREWS STRUCTURAL
BEFORE ATTACHING RECEIVING CHANNEL
.14.;V SNS W/INTEGRAL%'0 E%TREADED OP'BPANE-FORMED ROOF NE / ; ENGINEERS
WASHER AND NEOPRENE GASKET OR RECEIVING CHANNEL(0444•MIN.IHI KNESS) EDGE @EMI J
B 12'Bc.roP L BOrrOn. WITH xw.ILL•REAPING LEG. TYPICAL EDGE TO STRUCTURE (SEE PUN FOR,SIZE, ATTACH EACH SIDE OF UPIDGHf
(COMPOSITE ROOF) MIN,0.030 WAIL TO EDGE BUM WITH(a)110.2 PO BOX 10039
SLOPE 1,K•e.2'LAG SCREW B 24'DC, I' CONN DETAIL TNICNNESs) S.M.S.,INTO SCREW BO52.N)SCR Tempe,FL 33879
ENTIRE LENGTH DF RECFMNG CHANNEL
//— ` EACH SIDE(nP.I
- Tel:(813)374-0327
600000000 O / S➢FFIT, / e%:COLUUN/FOSi J 1 F (913)374-0322
00000 O (SEE PUN FOR SIZE)000000000
RwjDNNJ Descrl Dan
3'z0.w2(2 BUS) - SEE PUN FOR SIZE Q Vill ISSUED
COIWOSITE PANEL
NAIL SPAN 1a'-0• �OR)
(OR) slra.Anr Vi•Y[2P•'LONG-WOOD LAG SCREW OR •O.B.FASTENED TO CORNER Q
K'0 z 2M.LONG MASONRY ANCHORS sEcnon wcN Y1a.U1's32s.o �N CO OSITE ROOF TO HOLLOW EDGE BEAM
3.O.w2 RISER PANS MOPE eta•o.C,xA%. 2P D.C. CONNECTION DETAIL
O O o 0 0 0''� 2.2n1E'ANGLE x'LONG(EACH SIDE)
00000000000 •, HOsfiSTRUCTUPE W/(Z)�14�'S.M.S.TO POST _ -
(9)014.111 SNS V/INTEGRAL�•0 O O O O O h 3 B 0 N.O.CN.V.DIP.
BOLT S Q
WASHER AND NEOPRENE GASKET O O O O O O '�..�•, (HAjFNRY,OR VOOD) W/3 1/2-MIN.EMBEDMENT
PER 12'WIDE PAN EL,ED.SPACED
(iTPJ
(BISCR PANS)
(DR) c➢LU%N Q
E%TgUDEO DR BRAKE-FORMED ROOF HEADER
011„7{•MS.V/INTEGRAL 1.••0 WASHER AND OR RECEIVING CHANNEL(a044•NUl.THICKNESS)
NEOPRENE GASKET@ 12'¢C,TOP L BOTTOM 2➢-MA%.THICK BRIGH PAVERS
IF CLEARANCE PROHIBITS INSTALLATION CF TOP WITH N1K IIZ'BEARING LEE
FASTENERS uSE 014.4•MS.v/IK•o FENDER ;;1 ORNER POST/COLUMN TO FOUNDATION DInAB ox TOP DF roorER
WASHER AND NEOPRENE GASKET @ 12.O.L - CONNECTION DETAIL 0.8.SOLE PUTE
(CUNPOSITE RUG)
COMPOSITE ROOF TO HOST STRUCTURE �``
CONNECTION DETAIL _
'1 1.10v BY]'LONG 4 Q
ANGLE,EACH SIDE(rYP.) 2.3 GIRT/(CHIN RAIL) .. U ❑
Y 3 CONCRETE SCREWS 0 24 0 C. 2)b'MIN.CONC.
(1YP.),Oy COKE EMBEDMENT(MIN.) EMBEDMENT DYP.)
O
r� TYPCIAL FRONT VIEW OF POST TO 0 W
MIN.(4j/14.1-LONG
N Z
\ S.Y.S.TNT°SCREW BOSSES FOUNDATION CONNECTION WITH PAVERS LLI
g I4r)1'SR.S., (1YP.ALTERIATNE)
W1LmD(TYP.) ` (OPTIONAL) c Z
UPNGHT _
)b'ANGLE,M.SIDE(FIT. UPRIGHTO O
BUV SUPPORT f)_
COWMN/POSI S.M.S.WRH MIN.3§' I(: Y.Y CONCRETE ANCHOq J
Q
EDGE DISTANCE .W/2 EMBEDMENT INTO Z U U
5-u—MI CONCRETE U) D.
2.2.1/L'.2'W.ANGLE _J W
w/(q/14a/4•s.Ms rn'os.sDLE Pure CHAIR RAIL/GIRT TO POST U ❑ .
(EACH 5I0
E)
CONNECTION DETAIL DRAWN BY: DYK
CHECKED BY: DYK
.� ••� .a 4'• NOMINAL CONCRETE Sla, SCALE: ASSHOWN
4 c 1 /-' (2500 PSI, MIN,)W/6%6%10 0 DATE: 3417NB
�. �. / PDST W.W.M. OR FIBER REINFORCED
' (POLYPROPYLENE FIBER — 1.5
yaaY CONCRETE
I scPEW ANCHOR o 24•D.C. POUND (MIN,)PER C.Y.]
I AID 9'FROM POST("P.) ^ Z
�:r Z
00 YEON KIM,P.E.
9, COLUMN/POsT FLA RED.NUMBER 49497
1.2 O.B.SOLE PLATE IL DO KIM B SO IA:S,LLC
COLUMN TO CONCRETE/MASONRY 0 O _ APPROGRADE �—LI1 JD�— P BOZ 1oD
CONNECTION DETAIL l(r _ I
�— O IJlll ll1� T. L 33879
• UNDISTURBED SOIL DR CDMPA ED 7,f.f7
CRUSHED LIMERDCK (90% PRpl TOR)
EDGE OF CONCNEIE ,•<TYPD �a THICKENED EDGE I�-8°�I kLISTEBAR CCOVER APT ao"I'lMIN/SPLICE
P�Yi�9 SLAB/POST DETAIL a COVER c�YP.)
y Drawing No.-060327
.✓ SHEET 1OF2
1 POST
E PLAN lie copy
MIN.4°NOMINAL OR M N CONCRETE SLAB D❑ K I M
(2500 PSI, MIN.)W/6z6x10 0 &ASBCCIATEB,LLC
W.W.M.OR FIBER REINFORCED
[POLYPROPYLENE FIBER- C O N S U LTI N G
Ls POUND(Mw.)vER c.r.7 STRUCTURAL
EXISTING 4"SLAB IS ADEQUATE TO RESISTWIND ENOINEERB
UPLIFT FORCES AND TURNDOWN IS NOT
REQUIRED:A NEW 4"SLAB IS ADEQUATE T RESI
WINO UPL1Ff FORCES BUT NEW CONSTRUCTIO PO BOX 1 SHALL BE PER DETAIL AS SHOWN ON DING. 0038
G. Tempe,FL 00399
Tel:(813)374-032'
d 4 Fez:(S73)374-0322
RevlDd DHeCn DOn
a A v'
G ^ <• ISSUED
"T Q41 OMINAL SnNOP
N
r _ �xol] NOMINAL SLAB DETAIL
COMPACTED OR UNDISTURBED SOIL General Notes and Specifications:
1. Contractor shall field verity all dimensions before construction and shall notify engineer of discrepancies for immediate
EXI NG CONCRETE SLAB DETAIL consideration,
2. Concrete shall be minimum Ill 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 319,
3. All dimensions are provided by contractor,D10 Kim& Associates, LLC have made Interpretations where necessary.
4. The following structures are designed to be attachedto block and wood frame structures of adequate structural capacity, The
104" LE 3"LONG(EACH SIDE) - contractor Shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition.If a
W/ At4x-"S.M.S.EACH LEG. there is a question about the host structure, the owner (at his own expense)shall hire an architect or engineer to verify host �j o
structure capacity.
2zJ PURLIN ATTACHED TO 2%6 M.B.S. BEAM 0
BEAMS WITH(2)#IOxI)¢"S.M.S. 5. Screen.density shall be a maximum of 18 x 14 x 0.013"mesh. Aluminum shall be i005-T53 Alloy, 6005-TS Alloy,or 6063-T6 Alloy.
INTO,SCREW BOSSES(TYP.) I X Y
I Z
I' 6, Unless otherwise noted,SMB shall he stitched with #10x3/4" SMS at 24"o.c., top and bottom, w
O C. .p c
USE ONNECT"S.M.S. O.G. 20. 7. Connections using screw bosses shall have minimum (4)-#10x2" per connection unless shown otherwise. .°-- O U J3
70 CONNECT 70 1x2 O.B.TO 2x3, i
- F
�). 8, .Unless otherwise shown,screws shall have minimum edge distance and center-to-center distances as shown in this table. Z $3
0 0 0 O C3 y u-
C-1022 Low Carbon Steel SMS&Self-Drilling(TEK)Screws(Industry Standard Screwsl V co S co a
o __ Nominal Screw Diameter `r
Minimum Center to Center
9)-11zx3',"S.M.S.EACH SIDE Screw (in) Minimum Edge Distance Distance DRAWN BY. DYK
F BEAM )¢'MIN.,3'Yz'MAX.C- CHECKED BY. OVK
SPACING OF FiSI EN S(TYPJ #10 0.188 5/16" �„ SCALE: AS-SHOWN
1¢'MIN,BEAM EDGE DATE: 37l7=
DISTANCE TTYP•) #12 I 0.219
2X5 COLUMN / #14 (1/4")' 0.250 +/2° s/8'
CARRIER BEAM TO 2X-UPRIGHT: FLA.REG.NUMBER 49497
CQNh1I=eC DETAIL 9• Structure has been designed.to meet the 5]K Edition FBC(2014 FBCI. Project is sited where the ultimate design wind speed,Wit,
is 150 mph(3-sec gust)fob risk category I buildings and other structures.Exposure B. Design pressures are from Table 2002.4, DO aPF
TE9,lLC
2014 FBC reduced by 0.88 for screen mesh factor,0.6 for allowable stress design (ASO). 3B
T679
10. Concrete anchors may.be "Large Diameter Tapcons"(LTOs), Tapcon concrete screws,Simpson Strang-Tie Anchors or Titian Screws c,�
or approved equal.
11. Aluminum roof pans shall be of aluminum alloy 3105-1-114 or 3105-1-128. Composite panel skins shall be of aluminum alloy 3105-1-115
or 3105-1-125.
Drawing No.-060327
SHEET 2OF2
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