HomeMy WebLinkAboutEngineering CORNER POST EAVE RAIL / f�1t BEAM STITCHING SCREWS(K G C TABLE)B¢I'D Copy
SON
(11 TOTAL)-11 V. .
SAS AS SHOWN����55 IN. 503a`H PUTE(EACH SIDE,1 BEAM) D❑ K I M
2'0.0. PLATE EDGE OISTN( SPACE SCflEWS SOS¢-i13 DR EQUAL,1/B'THICKNESS
PATIO SECTION c-c FASTENER SPACING) EQUALLY AHBOCIATEH.LLC
6•.B•.0050• COLUMN C O N S U LTI N G
606E-SI ALLOY C STRUCTURAL
606E 76 ORBR STRONGER LATE
£
ENGINEERS
K-BMCE vJ.-f'•
3'„3' GM0'MIN.6063-76 ALLOY 2.3.0.070 CHAR MIL C '
PLATE STRONGER(ONE SIDE)WITH O P O Box 10039
(3)-.2„�'SwS,EACH S'DE AS K-BRACE O p J
SMlWN<a6'MI1(.PLATE EDGE DISTANCE TunP.,FL 33870
Y C-C ASSTERER SPACING) p 0 p 4 Yi(T(P1 01 T.I:(013)374-0321
K-BRACE O (.I
p0 O LINE LINE SCREWS PLATE RevjD Descd UOn
.CORNER POST ,f, l tp0 IA till BEAM A 'B'6'C' TOTAL WIDTH
ALLOT LATE OR STRONGER T6 B �f•• �C ��fOP
2.4 3 2 24 12' Q jo S ISSUED
(ONE S R) - t t uME E6p t0( 2.3 3 3 32 14'
IL 4 3 40 14'
EACH S E Al'SHOWN K-BMCE GIRT(CHAIR RAIL) uME M l�'.1 .-]� 117 S 4 16 16' Q
tY,•MN.PLATE EDG[ F t�6NO �• 2K3 9 S 64 16'
nASMN SPACING) U
2.9 5 6 72 lB' Q
BEAM ROOF° W ��Dyp 2.9(MV) 6 7 BB is ,
(•.2• E PLATE 0�E CONNECTION DETAIL z.lo 7 7 96 18' Q
fi103
ST.LUMP :Tti Ai. nib(nIYISION
.SE[ELEVATIp(S RFVIFWLD FOit('OS:Pf:L-'CE
FOR'I(•BRACE SIZE WIEVITEW' R Yw.(1)I10.3•LONGS .INTO
i0 OATION j] /12Wj'S.Y.S.,EACH LED AND SCRLW BOSSES DTP.AL lI(E)
DATE I ett 512.11'S.Y.S.CNANNE TO BEAM
PLANS AID PETNIIT DIUST RE KEPT O: tef SCREW TOTAL BUM s 0 u•°.C. (�
•.CONETE ANCNp((2 PLACES) OR NO MSPECTIOX WILL BE NIkD , ANO wTrou of slm
CR
IN LIEU arSCREWS Tl♦0 CONCRETE UU0 0 SEE TABLE FOR WES)
FOR CLiRNC
PUNUN
C
I'lesli P WIS ANU ALL PROPOSED EFK6 aMMLF `-►� l3sa sl�- 1.1.K•BY 2•LONG _
ANGLE,EACH SIDE(M.) (�R OM/CHAR RNL Q �
ARE SUBJECT TO ANY CORRECTIONS CONNECTION DETAILS B'1ANG V O
REQUIRED BY.NELD INSOECTORS THAT CONCEALED FASTENERS OR ATTACHMEM _ ANGIE.EACH SRE(TIP,
(YW.O.1 w1*. ICIQUSS) LE (a)#12JJTo S.Y.S.,FACN U
®�i�CPAFBDAFTY,{N,Q�DERTO'L::. (•.2 1/B .T .3 LEG ro,roIAL RIP., w
s'EitTAY ARE THE RESPONSIBI O OF THE OW.AOERM°E)
ll0.2.W Aryf N' Z
•�NIBIY"LY_tlVl)F,)Z:: MVI11I V1M1(.IT III IIYYYI� - (4)AII.3'S.U.S., SCREW OSSES �K,�� �W1 Lu
W
'e SCRLIYs MP.ALTERNAME) G Z 1%
a 0 L)
( HOLLOW POST PURLIN TO ROOF BEAM )_
(5)I(2.3/1'Sw.S. 1.9aY•ANGLE 6•LONG F
1,1 o.B.ATrAcxEo ro BEAM w/ (TV.B EACH BEANO CONNECTION DETAIL Z 0 U
(1)-/10%2'SL.S WTO SCREW BO55 (2)Y'a3•I.G.°EACH ANGLE W W C}L
(1)-1(4'A.'S.S.THRU-BOLT NOTD PRIMARY SCRECN EN OSURC BENTS SHALL BE J W F—
W/Y. NUT ANO WASHER �� U 0
O 6•DN WE OF BEAM ArTACKED TO HOST STRUCTU CONSISTING or CHAIR RAIL GIRT TO POST _
CONVENTEINAL TRUSS/RAFTER NO WITH MAX.
112.2•S.Y.S.0 24'O.C. rACIA TO BE 2a6 OIINJ SP.F. DWERHANG Po ro E%CEEO 30' SS OTHERWISE �--'—CONNECTION DETAIL DRANNlBY. DYK
1.2 O.B.TO SUPER GUTTER OR NESTER RED IT NOTED ON PLAN DWG. ' W.0.04 YTIAVL ATTACHED TO
STRUCTURAL GMDE 2 MIN SCALE:CHECKED BY. DYK
(0 Y♦'°„2'L0.LAG SCREW R 24' B SCREW BOSS ro12•SAS. �^ Yp BESSLLOOPED OR MT SCALE: AS SHOWN
(4)112.3/4'S.Y.B. 0.0 I TIRC LENGTH OF GUTTER 2.PURIM aJ (SEE PLAN MR SIZE) DATE
BR FLAT)
e
ROOT BEAN W,U' FASCIA TO EACH RAFTER TAIL (27�RAIL U.S.TKI(Y. RE Y
(MT OR SLOPED) V/(1I Y'0a1•IDRG PAN HEAD LAG SCREWS (VE RAIL PURUN SCREW 5..129 ANGLE-2*B M10E(MTH
2) ——
BCFORE ATTACHING SUPER GUTTER BOSSES )-/lhl•wT0 BEAN tr(2)-I14.1
UPWGXT.
USE 1 1q S. O 24'O.C.
. - To�N ELT•To 1 D.B.TO 2.3.' x, "' DO YEON KIM,P.E.
(1)-2,24'A(GIE CAN WE — USE 10,11yy sA(.S.0 24'oc, FLA RED.NUMBER 484W
(2 TDR 2.5 SAW OR LARGER) ro CO ECT•ro 1.2
fD Y.•A.2'LG.TAG SCREWS —— —
(DR) (TYP.2 EACH BEAN) 1.2 O.B. A9TEND)TO COWYN/PoSf PURUN FAMED TO COWYN/POST
\ IICC 11 f1).1¢,2'SKIS B 12'nc. W/(2)IIO.U)- A.S.U(f0 CREW¢OSSES „ 4 ( I12CH SIDE
(4)'IILT/1'S.U.S. <M%)BETWEEN BE ;
()/1L1'S.YS.(EACH LEG) M• DO KIM AS CIATES,LLC
( LNG.M. BEAN W.S.(f1P.)OR SP MIN;3 Y'MAx C-C
) us ,(6 THKK MT BAi BEM /12�y S.Y.S.EACH 510E ACING D<rAST[NERS RYPO C BBB7
N'THICK CONTINUOUS TO Pif(80&1-T6 ALL°)') f?BEAR r0R 2.5 COWYN TO
AAGIE S BEAM µ MIN.BEAM EDGE O 9
5'or•7'SUPER GUTTER \ YSTANCC(TYPJ SIP.,FL 33B
MIN.0090'THCK
LOLVYN/P05I CMUNN/POST
SECURE FASCIA TO EACH RAFTER TAIL , -
V/fU Y'OY1•LONG PA(HEAD LAG SCREWS '
BEFORE ATTACKING SUPER GUTTER
OOF BEAM TO SUPER GUTTER - SID L POST/COLUMN TO PURLIN MA N OST/COLUMN TO ROOF B
ONNECTION DETAIL '..2,p'CS.M.S. pOxESIVF US HEAD OF CONSTRUCTION CO Nfs ION DETAIL NN�TION DELI
Drawing No.-06081 i
SHEET 1OF3
toP3'
PURUN SUPPoRT µCUE,EACH EUC
COLUMN/POST J,_,�------*-' --�•�, �• ') B,fJa)(•µOLE(B'LONG)V/f21-4I4
_ BFMI TIXS INTO TOP OF B.3 EAVE RAIL µD(B>- D❑ K I M
µDIE $.Y.9.µIRA MIN. )W CONCRETE µCN011 IN TIXS INTO THE FRONT OF THE CORNER POST
F'/(4)112.3/4'S.M.S EDGE DISTANCE w/S)(t'EMBEDIV INTO
ILMRAL CONCRETE(IYP., &AH90CIATES,LLC
1
`I T [E I. Is)
'Y CONCRETEw(CH01( �'1 O.B.SORE PU
/e e w •Eu9EnuFFrtlrrta zt PURUN C 13 N S U LTI N G
(EACH SIDE)CD"c"ETE STRUCTURAL
P---pME ENGINEERS
f. .•
•e 'µCUE CUP,CUT AT 1.3 O.B.FASTENED 10 CORNER CORNER Post
•5 A (a/-)µGTE µD SECTION WON 110. SD.S.W/
], ) •• BF/M MAY ATT ED TO THE SCREEN ROOF %'DA WASHER O 15'O.C. I PO B"10039
• F BEN/ ONE(1 X'I 1HHU- TMµ.FL 33e7B
r ]j'F4'CONCRETE BE MT BOLT. fENOFR WASHER. 1.O.B.WE WALL CORNEA UPRIGHT
yAODiJ SLHEW ANCHOR O R O.C. OR SUOPEO I ATFACH M BEAM OR ME IWL Tilt(813)374-0321
AND B'FROM POST( J O DIAGONAL WILING SMALL NOT BE
ATIACNED ROOF PURUNS.
ROVJDEI Description
2.z:O023 BRACE ELEVATION VIEW mI
SIDEWALL COLUMN TO CONCRETE 9• CO UYN/POST _/ (SEE PUN C015 ISSUED
CONNECTION DETAIL 1.2 G.B.SOLE PLATE ` CORNER POST!COLUMN
PLAN-TYPICAL DIAGONAL ROOF UPRIGHT DETAIL
B E CONNECTION O - -
O
0
SEE PLAN FOR 50E - -
2600 P51 MIN.CONCRETE STr(ENOfH
EDGE OF CONCRIE
SECTION Mi1H/1ID fTO CS.OMER
(� COLUMN
B PLAN VIEW APPROXIMATE
E4'O.C. L 2)1'MAIL T"NX BFICK PAVERS
L]+M'µCIE 1'LDND(F/MJI SIDE) SET IN MORTA;ON i0P OF FOOIER - Q'
w/f71/t1 •S.Ms.7o past i a.a sDIE M1E
k J 6.ND.sky.' DOLT S '
W/?1/Y'MIN.EMSEDIIE)IT
N '
• °" COMPACTED OR p
Q, * UNDISTURBED SOIL/SAND to
t7 O
CORNET EO&T7"COLDI01 " (1)-05 REaAR,coNnNuous 9 W
OC 1.: ::• .• ..�,••;; •: 3'MIN.CONC.COVER,36'MIN.
ONCRETE
'.�..••� 1H LAP SPLICE Q CID(CONNECTION DETAIL + •.,.'• ;�;'.�: A"•+ v
� O
Y('0•5•concRE1E scRDrs o zr D.C. . MIN.CONC. 12'MIN.- Z
IBEAU SUPPORT (TYp,),1)S'CONC.EMBEIMFNT(MW.) EMIIEDMENT(TYPJ• W
S S.W11H Y01. )II'ANGLE.EACH SIDE(TIP.) COLUYN/POST Z.
E DISTANCE 'Y CONCRETE µCHOP MIN.CONTINUOUS PERIMETER FOOTING �) W
w/z76•LveFnMENr Elra zu.,/B'.z'LG.AnclE
SEE NOTE 1 CONCRETE(TIP., ( CHI SIDEE) sJa.s TYPCIAL FRONT VIEW OF POST TO (BY OTHERS) o Z U
^ SEE NOTE,o) FOUNDATION CONNECTION WITH PAVERS
4T` 1•.:•O.B.SOLE PLATE O O a F (n
o J
a 0o W
CL
' •,n.� �..•� '� �� 4 � BM4ALTERNATE 111 () 13
'.f .1 PONT�
• �' �• 2Atry'ANGLE _
J'MIN.(TYPJ (A)/1].3)'s.M. BRACE DRAWN BY: OYN
y.'e.7y'CONCRETE CHECKED BY: DYK
♦'NOMINAL CONCRETE SUB E'.PURUN E'.1'.IL'µGLE(BRACE)W/
SCREWµ OM 0 1C O.C. - (E500 PSI,MW.1 W/8.6.10/10 (A)AID•9JI.9.O EACH SCALE: A68HOWN
µ0 B'fRON POST(IMP.) W,W.M.OR FEE REINFORCED MEMBER INODUECTION DATE: allime
(POLYW(OFTLENE FIBER-
1.5 POUND(".)PER C.T.]
COLU./P= m - . O O u"DFASMGM/2'LONG E.):'a"SL.S
• BCµ MAY ULTI AEC(BEA�k BMOC)
1.G O.B.SOLE PLATE • �' BE MT
O O •�• OR SLOPED
•• • e1. z)/1D.i1Y s s. ° DO REG.
M NUMBER
.•A..•Vo; Q•� iACH IX GV BRACE FLA RED.NUMSER 481M7
p .. . • 11.4 . (SEE PLAN)
'-1.1 I—J I III—III— RP!EACH E5)s
I;�T—r�1177I 1—TTI I I • , . ALTERNATE(2) DO gM8ASS CIA S,LLC
•• 'a • :•1 ••IT1 zx3 BRACE CM 87
--I•DYPJ •� =fff- TTT-Tr (/VJL P.
B
EDGE OF CONCRETE )yg `UNOSNRBEO SOIL OR COYpACiEO TRT'. L
8 CRUSHED UMEROCK(BOX PROCTOR)
PLAN yIE(y ,.� MIN.US(OVERL P 20"wHRNuous,SPLICE PLAN-TYPICAL ROOF 3.(3•(7
��)o•MIN. BRACE TO BEAM CONNECTION 1
COLUMN TO CONCRETE
CON TION-ET
FOUNDATION/SLAB DETAIL Drawing No.-080811
SHEET 20F3
File dopy
D❑ KIM
&ASSOCIATES,LLD
CONSULTING,
ENGINEERS
- PO Bu 10039
_ - Tempa•FL33879
TaC(a13)374-0321
Rwjv&i4 Deaca(lion
3D1e ISSUED.
General Notes and Specifications: 0
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 All 318. 4Jn
3. All dimensions are provided by contractor, DO Kim & Associates, LLC have made interpretations where necessary. _
V ❑
4. The following structures are designed to be attached to block and wood frame 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 o :3
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
LU
5. Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Wall screen shall be removed in accordance with Rule 611320-1.002 N z
Alternative Design for Screen Enclosures. Aluminum shall be 7005-T53 Alloy, 6005-T5 Alloy,or 6063-T6 Alloy based on Industry w
standard shapes,thicknesses;.and tolerances unless otherwise noted. c p L)
'a 00
6, Unless otherwise noted,SMB;shall be stitched with #1100/4" SMS,at 24"o.c., top and bottom. U v
7. Connections using screw bosses shall have minimum (4)410x2" per connection unless shown otherwise. W W,a
U O
8. Unless otherwise shown, screws shall have minimum edge distance and center-to-center distances as shown in this table. DRAWNer. Dnc
C-1022 Low Carbon Steel SMS&Self-Drilling(TEK)Screws(Industry Standard Screws) CHECKEDSV: .DYK
SCALE: AS SHOWN
Nominal Screw Diameter Minimum Center,to Center onrE en,ma
• I Minimum Edge Distance
Screw (in) Distance
#10 0.188 '/;' Y2"
#12 ' 0,219 '/o" '/y" Do rEON HIM,P.E.
414(1/4") 0.250 V2" s/�" FLA.REG.NUMBER 49497
_ DO xIM 8 A6 OC ES,LLC
9. Structure has been designed to meet the 511 Edition FBC(2014 FBC).Project is sited where the ultimate design wind speed,VWI, is Po %ea
150 mph 13-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4, TunFa,FL.
2014 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASO). l3-0
10. Concrete anchors may be"Large Diameter Tapcons" (LTDs), Tapcon concrete screws,Simpson Strong-Tie Anchors or Titian Screws
or approved equal.
Drawing No.-080811
SHEET 30F3