HomeMy WebLinkAboutEngineering COMBER PUS VE RAIL Y,`•C SEAM STITCHING SCREWS(SEE TABLE)B¢4.6G
TAU NIB M! DO KIM
1•.¢•SECTION SAS E f•MIN. SPLICC PLATE(FAIN SIDE,I a*THICKNESS
PATIO SCCi[ON PLATE FASTENER
Rf3 E I. SPACE SCREWS SWHiOE ALLOY OR EQUAL,1/S•TMCIW[SS
. C-C FASTENER SPAC EQUALLY(TmJ &ASSOCIATES,LLC
° 6•x a•.0.050• COLUMN -� C O N S U LTI N G
O 6063-T6 ALLOY PLATE
° °o cm smu OR SOMBER C STRUCTURAL
K-SRACE �f• , 3� ENGINEERS
3•x 3•x OBOD' M 6063-T6 070 CHAIR RNL °YI` L��c
PLATC OR ST ER(ONE SIDE)WITH
(3)-SIB x ,SAS,EACH SIDE AlAS p p ✓ PO Box 10039
SHOWN<�( RATE EDGE DISTANCE K-BRACE p Tampa,FL 33879
AS 1 C-C F HER SPACING p p p A .RT R14x�'SCREWS Tel;(013)3740321
K-BRACE p 0 Y+`, .
p (e) (n) f.o) fxw)
CORNER POST �7q1. BEAN LINE
LINE PLATE•B•1•C• TOTAL WIDTH
Rw Description
SCREWS
3'.E• OC90•MDL 6063-T6 c}•'tt",L�(P3 yAl�1 7/p
ALLOY P TE OR STR ME. �2 l4��P 1' 2x4 3 2 ¢4 12' Qp t0(6 18HUE0
(ONE$I ) `p JNE suo A W 2x9 3 3 32 14•
]
t3)-1 V.•SN.S, K-BRACE �{6M4ll,�`�•� 2x6 4 3 40 14• ,
EACH SI E AS SIIDVN aWT(CHAIR RAID' VNE �AA4 kM7 9 4 96 16•-% Q
(Pf MITT PLATE CODE �Ww' ENE) 9 9 64 16'
fARRSTEM SPACENO 2x9 9 6 72 to,
Q
° ONCE
e ° UNus .). ROOF BEAM ex9(H1n 6 7 Be le•'
V x 2• ME PLATE o�sE CONNECTION DETAIL 2.10 7 7 96 18• 0
.SEE ELEVATIONS
UNDATION FOR N'NAM SIZE (]) 17dj'9.Y.9.,EACH LEG AND �'(4)�10.]'LO L.S.O/f0
`°)St2dS•9.Y.9. EACH
TO BEAM 11R1*BOSS Fs .ALTERNATNQ
S SCREW 7mAL SMOKING•2e O.C.
V A CONCRETE ANCHOR t¢PLACES) SELF.TOP AND BOTTOM OF SYB j
IN LIEU OF TYP. jj:S A CONCRETE SEE
TABLE MR SOB) a
SCREWS FOR CORNW COLUMN PURLIN `
C OW
W
LATERAL"K"-BRACING I.14'Of 2'LONG
ANGLE,EACH SIDE(TOP.) 7.]a0 A HAIR RV.
Q
PLAN)
(�
CONNECTION DETAILS (SEEPuN) ❑GLE.V] LONGO
ANGLE.EACH 910E(tYPJ J
CNN65) I�HIEO 0 LL P
FIN. Y I
ALTERMATN Z
WN.(4�N�10.2• NO Z
44
14)C/Rt ff SALS.. sus. eossES {-eh 0I W
(TYP.ALTERru C Z
EACH LEG(TMYP.) SILK.POST'. G O N
(e)Nxap•s.us' Ixs.l�•ANGLE 6;LONG HOLLOW POST PURLIN TO ROOF BEAM
_- .=--1.2-oa -To_BEALAW.- __ �TYP.9 EACH BEao- _ CONNECTION DETAIL U _
(2)-/10%3' S.0R0 SCREW BOSS _ _ -___ _ - - __ _ (1
LLI
(0-1(4• •9.S.THRU-BOLT (2)P4'Y.3•LG 9 EACH ANGLE- '- -- - —- = _ -- — -
W/1G AND WASHER N070 PRIMMY SCREEN EN URE SUMS SHALL BE - -
•rAN SIDE of GY ATTACHED To HOST STRUCTU SISTM m CHAIR RAIL/GIRT TO POST V
CONVENTIONAL TRUSS/AAFTER F NO WITH MAIL
/13.3'9 •x1'O.C. FACM TO lE 2xb(NINJ SPP. OVERHANG ME TO E1'CCEO 3W UAL s OTHERWISE —CONNECTION DETAIL DRAWN BY: DYK
I.2 O.B. 0 SUPER GUTTER OR WESTER RED CEDAR NOTED ON PLAT(DWG. CHECKED Sr. OYK
STRIICTUAAL GRADE B IIIH Bums
UVEW(L HLD 70
(4)/t 3/4-S.M.S. (1))'at E'LG LAG SIREV a 24• BFAMS MAGI(])- .2'S.Y.s �'+ S.Y.B. SLOPED
SCALE: AB SHOWN
/�OL ENiIHE LENGTH O'FRITTER y PURE °I°SCREW MAY BE R MR OR MT DATE eN1AIe
/ (YAY BE SLOPED (SEE PLAN MR 890
ROOF B SECURE FASCIA M EACH RAFTER TAIL /'I S.
RE
OR FLAT)
—-(MT-OR EO) V/(I)K'ex4•LONG PAN HEAD LAG SCREWS FAVE RAIL PURIM SCREW 2.5..t .WCE-7•N)OE WRIT --
-BIFORE-ATTACIIIMG-SUPEi1.GUTTER DES_, _ _INfO(2)- 4,1'IMM BEAM a(2)-/1411
USE 10. • U.S.6 24'O.C.
((I)A •ANGLE,UCH SIDE TO T la O.B.TO 2.3. � `
(2 FOR .e sue 0R WRGm.) O cLON KIM,P.E.
- E INGLEM" O 1.•O.B. O.C.O.C, FLA.RED.NUMBER 49197
(T Y'Px2'H LAG SCREWS _ _ CON .m TO tn2 B.TO y3.
(1)1 9 EACH SEAM) ST FF�� .2 O.B.FASTEN TO CREW Po
C❑IC� (O R¢.P•SAS 9 p °.c N/ PURLIN FASTENED 70 COIUYN/PoSf 9)/1 9.Ys.EACH
10E
SAI.S. ()RI%)BETWEEN BEAMS M'/(2 �10.Uj'S.Y.9 INTO ACRLW BOSSES DARN(4)FI2.I'S.M.(FACM.) OF 9 2x1:fTYp
IFG. (FACT ENO.TYPJ USING 'TKKK MT BAR BEM '• )OR INAM 3 KFA"S K C-C mi DO KIM SSOCIATE9,LLC
M (6 /1 S.YS EACH 510E NAM m TaERs
K. THICK CONTINUOUS TO iR i80W-T6 ALL" pf'6Uy FDR ye COLUMN TO 87
5-or 7-SUPER GUTTER ANGtf .5 OEM )6•MIN BEAM EDGE O 1 B
MfU 0090'THICK , � STANCE(TYPJ RIOPe,FL 33B79
COLUMN/POST CMUNIPOMW (�
ASO
SECURE-0.4- TO EACH HEAD TAIL /`••
BE tU K•A.A•LONG PAN HEAD LAO SCN[ W
BEFORE ATTACHING SUPER GUTTCR i'
RO M TO SUPER GUTTER DEWALL POST/COLUMN TO PURLIN N POST/COLUMN TO OF BEAM �L
CO DETAIL of T 0 s»s A Ej yE,Nuous BEAD OF CONSTRUCT CONNECTION DETAIL TAIL
Drawing No.-060811
SHEET 10F3
PURUN SUPPORT
COLUMN/POST W ANGLE.EACH SIDE 0m.)
9Y9.WITH YIN.1TL' CONCRETE ANCHOR B� //--24 ANGTOPLE tB•L@IG)V/'1AV`
2.2.1/8'.2'I.C.ANGLE r'014 MMS 1NM THE TRENT Or TIE CORNER POST D O K I M
^ W/11)/t],J/.'SMS EDGE DISTANCE N/ BEWINT INTO
(11► (EACH 910E) 9EE NOT CONCRETE
„�t &ASSOCIATES,LLD
5 O 7{'F CONCRETE ANCNOfl 1.2'0.. PLATE
0 0 w/71L•-mNENT wT0 21 PURYN C O N S U LTI N C3
(�S�mxcRETE STRUCTURAL
r....
E ENGINEERS
• ;,,S 2YL' CUP,CUT AT t.J O.&FAmEHm TO CORNER
A 15((i/- ANOIE AND SECTION WIIN 010.2'S.Y.9.W/
ATTACHED THE SCREEN ROOF %'CIA WASHER•10'O.C. PO BON 10039
S' (TTP•I • BEIM WY BEAN WTM HE(I)�ra'•n1RU-
+ K'1.7Yf CONCRETE BE MT / \ BOLT.WD„ DER WASNm. R UPROHT Tmp•,FL 33878
SCREW ANCHOR o 2/ D.C. OR SLOPED AD�V WAmL BEAM w0 SOR EAVET BCE TOC(B73)3740321
AND 9'TROY POST 0 ATTACHED ROOF PURUNS.
RjDed DeSRrI lion
GRACE
IDEWALL COLUMN TO C RETE s•—� MWMNIP09 CSEE' ) ELEVATION VIEW .m ISSUED
CONNECTIO AIL iR O.B.SOLE PULE
N-TYPICAL DIAGONAL ROOF CORNER POST/COLUMN
BRA ONNECTION UPRIGHT DETAIL
0
0
0
SEE P FOR SIZE
OF CONCRETE V RTTPJ 2500 PSI MIN.CONCRETE STRENGTH
1.2 O.B.F m CORNED COLUMN .a°
SECTION wm1 p1.W 9E's.us.o yy 0 .
24'D.C. BA, PLAN VIEW APPROXIMATE .
pp 2y7{{ MAC.7NiCK BRICK PAVERS �
F 9ELJB_Y9B1A9 ON TOP OF FOOTEA
2,]d{'ANC S.LONG(ETCH 90E) •' d
W/(I f11 AL". TO POSE �j•�i O.B.SOLE RATE •A A
6 J O F N.0.OLLV.DIP.BOLT 56 (n
W/2 1/Y Y ENBEONEM
IV • J
••. , COMPACTED OR (~R
Hit I—Mi G• / UNDISTURBED SOIL/SAND W
CORNER P ST/COLUMN •' (t)-0e REBAR,CONTINUOUS W
T ONCRETE i'• ;; •: `. %.�.�., '�;�:' _ L1P sauceNc.covER 3e'MIN.
0 NECTION DETAIL +• `. A: •+ I O
C J
r!12r!*M!1N.-!� U
Y'a3 CONCRETE SCREWS 0 21.O.C, A 2)i'Yw.CONC Z
SUPPOSUPPORT•ANC E(TwJ cow /POST MP.),IYA'CONC.EMBEDMENT(YIN.) LYBE1111FNf(ITP.) N W
FDOE'DI WITH
E • •. . y..�{'W CONCRETE ANCNwR 2.2. )LD,ANGLE MIN.CONTINUOUS PERIMETER FOOTING gt w
SEE NOTE DCO„CRC�•, iuCH SIDEy r s.0 s TYpCIAL FRONT VIEW OF POST TO (BY OTHERS) ac Z �
FOUNDATION CONNECTION WITH PAVERS
110'0.&SOLE PLATE • O d O
— •• � • U O
} - - \- W m }a
4 :SEW - V ALTERNATE It) V 1-
'1 ''ti 2aN16'ANGLE
J'YIN.(TTP3 \ (1)/17,TL'8.Y BRACE DRAWN BY. DYK
CONCRETE CHECKED BY: DYK
SCREW ANCHOR O 2/'0.0 !'NONIWL CONCRETE STAB 21 PURUN 2',150I'ANGLE(BRACE)W/ SCALE AB SHOWN
AND 9'MOM POST(M+.) (2300 P9,Yw.)W/B,1,ICOQO
W.W.Y.OR RBE RC YIE1®FA�dmLSECIpN D.GH
E FIBER_ DATE B711108
1 9a POUND�0�NN.)FER C.Y.)WOWUMA .
• UNDE ANGLE 1'LONG ON
1.]O.B.SOLE PLATE E — UNDERSDEW/(1 a. SL.A —
O O _- BFAY WT FAC11_IEO_CIA k GRA'S _
�O. BE MT
OR SLOPED
•• ] 110,�5 s. DO YEON IOM,P.E.
,fin,•°°� ,a� e° ueH ggDyy • 7vJ BRACE
FLA RED.NUMBER<B1W
4T1. [N)
O •• . •A'd:I,—�•r1I1I2I7'{'{�II. I IF T7LI
T—r E f2 7/IOvJVV' (SEE PLAN)
ECI N9OY
I III III I I ALTERNATE n) DO KIM 8 SO COTES,LLC
a'.
2.3 BRACE
1•(TYPJ sm 0039
CDC F CONCRETE •i Tun L 33e7B
lu UNOI9NRBm SOIL OR COYPACfm
CRUSHED UYEIOCN(BON PflOCfOH)
PI AN VIEW MU (1)-/0 saw CONTINUOUS,SPLICE
Mum OVENIAP 20'MIN. PLAN-TYPICAL ROOF
]'COVER TYP. -.
BRACE TO BEAM CONNECTION 1 a•!a
MAIN MN TO CONCRETE
e awD l ,1
l --I TIC �j 5
CONNE ETAIL
3..
a .
FOUNDATION/SLAB DETAIL 7 Drawing No:-080811
SHEET 20F3
1 D❑ KIM
&ASSOCIATES,LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 1003E
Tmp,,FL 33879
Tat(013)374-0321
Rwjo&W Desad tlan
�N ISSUED
5010
I
I
Generat 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. v�
3. All dimensions are provided by contractor,00 Kim& Associates, LLC have made Interpretations where necessary. o R
4, The following structures are designed to be attached to black and wood frame structures of adequate structural capacity. The 5 w
contractor shall verify that the host structure is in goad condition and of sufficient strength to hold the proposed addition, If o �
there Is a question about the host structure, the owner(at his own expense)shall hire an architect or engineer to verify host V
structure capacity. Z
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 z
Alternative Design for Screen Enclosures.Aluminum shall be 7005-T53 Alloy,6005-TS Alloy,or 6063-T6 Alloy based on Industry Lu
standard shapes, thicknesses,and tolerances unless otherwise noted, o p c0i
_ co- -
- n bottom.
_ 6. Unless otherwise noted,SMB shall be stitched with#tOx3/4"SMS at 24"o.c., top and b tt � v
7. Connections using screw bosses shall have minimum (4)-#10x2"per connection unless shown otherwise. -= uJ IL
U ❑
8. Unless otherwise shown, screws shall have minimum edge distance and center-to-center distances as shown In this table. D PAWN BY. DYK
C-1022 Low Carbon Steel SMS&Self-Drilling ITEK)Screws(industry Standard Screws) CHECKEDSr DrK
SCALE: ASSHOWN
Nominal Screw Diameter Minimum Center to Center
Screw _ _
(in) Minimum Edge Distance Distance
#10 0.188
#12 0.219 1/e s/Is DO VEON KIM,P.E.
#14 (1/4") 0.250 1V2" s/e FLA.REG.NUMBER 42497
DO KIM SOCIATES,LLC
AY 28887
9. Structure has been designed to meet the 511 Edition FBC (2014 FBC).Project is sited where the ultimate design wind speed. Vail, is Sax 107
150 mph 13-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002 4m e.FL 33879
2014 FBC reduced by 0.88 for screen mesh factor,0.6 for allowable stress design(ASO), PLE f t�
10. Concrete anchors may be"Large Diameter Tapcons" (LTD9), Tapcon concrete screws,Simpson Strong-Tie Anchors or Titlan Screws
or approved equal.
Drawing No--060811
SHEET30F3