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ca ' x FL-^- LIG. Nll. MISER 49497
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CORNER POST CAVE RAIL HNf{0.\O BEAN STITCHING SCREWS(SEE TABLE)B 21'G.C.
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<11 TOTAL'
x,�• DO K I M
V.2-B.B. SH.S AS SHOWN(15 MIN. SPLICE PLATE(EACH
CR SIDE 7 BEATHICKNESS
(OL
PLATE EDGE DISTANCE L SPACE SCREWS A A A ASSOCIATES, LLC
PATfO SECTION L-CFASiER SPACING) EOVALLY(TYPJ._- --_ -_..--- --..__ :- _ CmOH — CO N S LTIN:G6•.5'.0.050'
6063-76 ALLOY PLATEF. STRUCTURAL
(ONE SIDE)DR STRONGER A
ENGINEERS
K-BRACE O.USD•MIN.6063-T6 ALLOY2.]a0.070CHAIR ANL /�C' 'Z/ PO BO%iDD3B
STNWIGER(ONE SIOEI VITN.�'S.NS,EACH SIDE AS ® ® aJ T6mpB,FL 33879 NIN PLATE EDGE OISigNCE N-BRACE O) TBI:(913)374-0721 TNER SPACING) g14x�j'SCREWS
K-BRACE ® (.) (..) (..0 f....) RevJDei Descrl tlon
BEANLINE LINE SCREWS PLATE
0450•'HIN 6063-i6 CBRNEN PGST '£-G>'1f L foty1'r 'is 'A 'B•L'C' TOTAL WI➢TH mla ISSUED
TE OR STRONGER Y' fl� P 7- 2x4 3 2 24 12') B D JN6 0B510TN, 2.5 3 3 32 14' 0
2.6 1 3 40 14•'
(3)-RIB a�',SA(S. K-BRACE
EACH SIDE AS SHOWN _ f N 2x7 5 4 06 16, 0
.%NIN PLATE EDGE GIRT(CHAIR RAID uN°1H��•
FASTENER SPACING)
2xB 5 5 64 16' Q
2.9 5 6 72 IB'
2.2m.oe] MANSARD BEAM 2x9(HW) 6 7 88 18'
U°N ESSC
.V.B• OLE PLATE D HEO ERWISE CONNECTION DETAIL 2.10 7 7 96 18-
THESE pJ�VS ANDALL•PROPOSED WORK
_ •SEE ELEVATI°NS ARE S.�Jq(IRGGT TO ANY CORRECTIONS MIN.(4)JIW-LONG S.M.S.INTO
FOR•K•BRACE SIZE REa"4P.,Y FLFLO INSPECTORS THAT ] 1l2xy'S.Y.S.,EACH LEG AND SCREW BOSSES(TIP.ALTERNATIVE)
FOUNDATION! auy
MAY BG N9CE86AgY IN ORDER TO �B�/12.IS's.M.s. ! rD eE
COMPLY WITH ALL APPLICAOLBCO¢IM, B SCREW f6Ta uc'
\ BEAM BITCHING 0 24'O.C. _j•4 CONCRETE ANCHOR(2 PLACESI (11'P.TOP AND BOTTOM OF SUB
IN LIEU OF'TYP. Vi'.CONCRETE 20.0.D70 \ SEE TABLE,FOR SIZES)' d 1
SCREWS FOR CORNER COLUMN - PURUN 1 FLL'I
LATERAL"K"_BRACING 1., 2•.LONG o 7
AN EACH SIDE(ttP.) 2.3.0 IRT/CHAa RAIL U 0
CONNECTION DETAILS ( (SEE Pw) 1.14%,BY]'LONG c
BMNE-iDRMEO RECEViNC CHANNEL ANGLE,EACH SIDE(TYPJ U
(MIN.0.083'YATERML THILTWESS)
.I.2 I/0•A I'.]•LG. (3)112,j SL.S.,FiACH 4 Z
(TYP.ALTERNATNE) IEc(e)TOTAL(TrP.) U�. W
Z
MIN(4) }04'LONG B) W
( S.M.S.I SCREW ROSSO N
3{)S�E 5•S.M.S., (TLP.J.LTERWIRVE) �6'-I. "/( CC Z
EACH AEG(TYP.). S.M.B.POST ST.LUjfIEC onTY DLTLDLNG J) 6 O (U
PURLIN TO�b B�YII�OR C L 11 C Z () Q
HOLLOW POST
CONNECT Y�{11B1 w � (L
NDTE-P.RINAR CREEN ENCLOSURE BEAMS SHALL BE I Q
ATTACHE°TO H S7 STRUCTURE CONSISTING BF / PLANS P R�II III BE P
CONVENTIONAL TA S/RAFTER FRAMING VITN Mq%. CHAIR:ILIGIRT TO POST DYK
°NoiEO ON PLAN DVO EO 30•UNLESS OTHERWIB�- CONNECTION DETAIL NO INSPECTIO\ WILL BE AfAD CHECKED BY: orK
L2 O.B. '/ . 2.]a0:D45 F/NE L ATTACHED To SCALE: ASSHOWN
(2)V.•..21)'LG.LAG SCREW BEAMS WI&(3)-#10.2'S.U.S. �a S.Y.B. SUOEAM DATE: B/11/°S
EACH SIDE m'BEAN(TYP.) -0 pA BGBS. V BE SLOPED SIZE)
)
FACIA TO BE-2.6(MIN.)SP.F. \ (MRY R SLOPED % \ (SEE\PI/N'FOR SIZE)
(CEDAR IS NOT ACCEPTABLE). 1 �y(
(44#14J/4'S.M.S. STRUCTURAL GRADE 2 HIN. ; / OR MT)'
(2)J1D.{•SN.S.iNflU.2.] 2.49.125 ANGLE-2'WIDE WITH
1 EAV RAIL INTO PURUN SCRN
BOSSES (2)-UPRIGHT.
INTO BEA/l\y(2)-MII.I ,\
1 0 UPPoGHT. `
ROOF BE SECURE FASCIA TO EACH RAFTER TAIL
(MT OR SLOPED) I USE 010 ONKkCJ5 S.o 1. O.B.2P O.C. -- - / f1 DO G.N MBE 49
BE(U Y'0x4'LONG PAN HEAD LAG SCREWS TO LONNECT•TO Ix3 OTO'2.]. III
BEFORE ATTACHING SUPOI GUTTER - _ '. 3B FLA REO.NUMBER 494B7
EASE�IO.IY.•s.Ms.0 34'O.C.
2a2 ANCLE,EACH SIDE / TO CONN TO'1.2 O.B�TO 2.3.
�P'• / 1.2 O.B.FASINEO TO COLUMN/POST. PURUN FASTNEO TO COLUMN/POST
W�Q)J10.Or S.U.S.11 SERE.BOSSES WITH(4)/12.1'S.M.S.(EACH LEG) 0 BEAM r)j'S.M,S/EACH SIDE .DO KIM AS CIATES,LLC
(EACH END,TYP.) 0 BE(TYP.)pfl K'MIN.3 IS'MA%.'C-C CAN Bel
USING THICK TUT BAR BENT SPACING OF FASTENERS(TYP.)(B)/11.]/{'S1d.5..(4)SCREW V / \ TO DT 6p63-Te AL1DY) 06fI BE CFO 25 COLUMN TO MIN.BEAM EDGE Te ILL
L 1�378
LEG(TYPJ 2a5 BE _
p� STANCE(TYPJ cawuM/POST COLUMN/POSf� (�•Y11
ROOF BEAM TO FASCIA CONNECTION DETAIL
SIDEWALL POST/COLUMN TO PURLIN MAIN POST/COLUMN TO ROOF BEAM FILE
^�\ CONNECTION DETAIL CONNECTION DETAIL No. 060811
SHEET 1 OF 3
P '
MN/POR K•ANGE,EMM SIDE(WP.) ,,y
�! BEAN TIXS 7NmmTOP OF b3 EAVE NAIL µD R1-
/ R.TN 4) .a'US.MOLE 9.N.9.O WITH MIN.%•. \ %•A CON CRETE ANCNOfl
W/If FIRd/Y S.M.S FOOE 015T1NCE W/u E CoNeR INID f EI{TENS INTO THE IRRIi Of T12 fAR1LA PD3T D K I M
(FACN SIOq BIROCNRAI CONfACrz(TYP.,
fi AI3B CCIATEE),LLC
�'- EE rare to) ,
CONCRETE ANCHOR '1Nr O.B.SOLE PLATE
0--- - --W •EYBEDMEHT INTO
s�au lBRAL CONCRETE . . \ a1 Puwx r....
0 C7 N Ei U LTI N C3
(EACH SIDE) S'TR U CTLI RAL
,,�e •.}.••.' '• .`...,; Co. FAME ENGINEERS
•:i', .,•ti • -24AE'ANGLE CUP, AT 10 O.B.FASTENED m CORNER
]'Y.'(mJ ,• FBilll WT A 4V t/-)MOLE SECTION WITH/10.a'9.M.s.WI
ATTACHED TO THE ROOF %•DA.WASHER•IB•O.C. PO 0=1003E
x SCREW CONCRETE. MT WL7 Nml ONE 1 )1'. D- A UPIEONf TWlllpW,FL 93B7i
Y SCREW ANCHOR k a{• .). R 91CPED DrzYGON11 BRACING SON m AIL TBI:(B13)374Q921
AND B'FROM POST OBE
ATTACHED TO ROOF PURU S.
R(WJD D!9(al BOR
COWNN/POSE 2.2.0.03'BRACE
SIDE COLUMN TO CONCRETE. S• ,/ (SEE PLAN) ELEVATION VIEW �m ISSUED
CONNECTION DETAIL 1.2 OD• LE PUrz C T�
N-TYPICALA)AGONAL ROOF O CORNER POST/COLUMN, p
BRA NECTION UPRIGHT DETAIL
0
0
S PUN FM SIZE - Q
OF ConcRLTE i•(TYPJ A, _ 2 PSI MIN.CONCRETIE STRENGTH
1.2 B.FASTENED TOCONNIR I� • COLUMN e4
24 .o:WIM lIh11)'s.MSA Bk PLAN VIEW - yy� . '
W I SELJMtlANN,'�o(.NB.AI CflSK OL OEN PEDuPrz O i f0 a1ER
AP RO%IMATE
a d{•ANGLE a•Lano(EACH soq BRICK PAVERS
7 1 d
iNo"A'.SP.EBOL7
2 1/2'MN.EYEGMT '• _
1 J
N
' 41• -CONPACIED OR � F
a. UNDISIUR SOIVSANO LLl
CORNER POST/COLU '' (1)-115 R CONTINUOUS w
TO CONCRETE �'. +: ', „•,';4,,.';•;�' 3'MIN.CON C COVER,38'MIN. (Y
CONNEC�TIDP DETAIL ; '' a.s' :'...' (�I LAP SPl)CE O
y l 0
)i•aT CONCRETE SCREWS O 24'D.C.••• a271EE MIN.CONC 12'MIN! Z
WANGLE.EACH SIDE GYP.)- COLUMN/Po9f GYP.),US•GONG.EMBCONDIT(MIN.) SEGMENT(IYP.) W
MCI DISTANCE$ALS.WITH ' %ti CONCRETE ANCHOR 2.L1/8'.2'U G E MIN.C TINUOUS PERIMETER FOOTING '� w
w it EOEDYINT INTO W/({)AILS/{•S..S Lu
�P°CTURM.Ca"DR�Cm. (EACH 112 TYPCIAL FRONT VIEW OF POST TO . (BY OTHERS) c Z of
SEE NOTE 10) .. FOUNDATION CONNECTION WITH PAVERS - a O N I'd'11 SOLE PLATE
D IT ~ '
I.' !: �'.. O• BEAM ' \ co) a
Q ALTERNATE 111
20W ANGLE
T MIN.(TrP.7• - (4)/IR.R•9A: BRACE DRAWN BN. OVN
y Y.•4.1$•CONCPCIE CHECKED BY. DYK
44 SCREW ANCHOR a{'O.C. I NOMINAL CONCRETE STAB
AND 9•FROM POST(M.) (2500 PSU,MINI W/S.St10/10 251 WRUN (4)PIS N/OlE(&UCq W/ SCALE AS SHONM
W.W.Y.OR RS FORC MEMBER�MIERSECIgN EACH
- 1!POUND MIM)PER C.Y.] DATE SRNDO..
' 9• COLUMN/POSf - m ~ k W UN244DERS ANGLE
I•LONG ON
1.2 O.B.SOLE PULE C• BEAM MAY
O• BE FLAT
FACN lE0(LR k BRACq
• O O .
• •• - OR SLOPED
a•, DO YEON KIN,P.E.
(rFP�1EACH END 2.9 BRACE FLA.REG.NUMBER 49407
O '' 1 i• ' ••E.� (BEE PUN)
1—III ll T; I I� - (11�1a.3Yi•.BL.3
T'((Ij1 —L .4. ':.. ITTF EACH ETD) .
T•FT T'T-i r1-i ,a _ /\,fgJJ ALTERNATE(21 DO KIM A9 CIATEB,LLC
JISITI�IJI.II. IJI11 �, .d;' I•T V 1N3 BRACE 0 69879.
l'(TTPJ
CONCRETE ti "1 �UNDISNRSED SOL OR COMPACTED 33B T RI,FL7o'
EDCE OF
'PLAN VIEW CRUSHED UMEROCK(COW PROCTOR) 'Y'(J•I�J
MN.(1)-13 MEW CONTINUOUS,SPLICE PLAN-TYPICAL ROOF I
YYST OVERLAP 20•YIN.
MAIN COLUMN TO CONCRETE B•HOLY S Com(m) BRACE TO BEAN CONNECTION 1 mn
CONNECTION DETAIL f ALE
FOUNDATION/SLAB DETAIL N .-060811
SHEET 20F3
MAX.DISTANCE FROM 1"
BEAM EDGE(TYP.) 1z2 O.B.OR 2x TENED TO WALL
W/ 114z2"CO OR CREWS 024"O.C. p❑ K I M
US 0.125"MIN.THICK ANGLE(EACH SIDE)OR (OPTIONAL)
fi ABBCCIATE5,LLC
0.50"THICK'U'CHANNEL, 6063—T6 ALLOY PLATEW/ __
(1_)-;�14>!1. S,M:S_'EACH:SIDE(20"TOTAL) HOST STRUCTURE(MAS RY OR WOOD) CONSULTING
S TR LJ CTLJ RA L
S.M.B.BEAM •.a' ENGINEERS
(FLAT OR SLOPED) (3)A"0 x 2Y"LONG W D LAG SCREW
SEE PLAN FOR SIZE (3)A"0 x 24°LONG MA NRY ANCHOR!
°a a PO Box 10039
Tempo,FL 33679
Tel:(813)374-0321
HOST STRUCTURE CMORS
' EQUALLY SPACED( P.) RwiDaW DesCrl lion
< Q m,n ISSUED
.14
2°MIN.E UALLV d i General No es and Specifications:
SPACED(TYP.) 4 .A]3 �
N 1. C ntractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for Immediate 0
onsideration.
2 Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of ACI 318.
' TYP. BEAM TO HOST Reinforcing,steel shall have a min. yield strength of 40,000 psi(grade 40) and be provided with cover In accordance with ACI 318.
y
STRUCTURE CONNECTION 3. ,All dimensions are provided by contractor,DO Kim& Associates, LLC have made interpretations where necessary.
4. The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The � ❑
contractor shall verify that the host structure is in good condition and of sufficient.strength to hold the proposed addition. If — LU
there is a question about the host structure, the owner(at his own expense) shall hire an architect or engineer to verify host 0 y
structure capacity. ari 0
N U
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 ti w
Alternative Design for Screen Enclosures.Aluminum shall be 7005-T53 Allay,'6005-T5 Alloy, or 6063-T6 Alloy based on industry CID`ID w
standard shapes, thicknesses, and tolerances unless otherwise noted. Li 2
6. Unless otherwise noted, SMB shall be stitched with #100/4" SMS at 24"o.E., top and bottom. F-
2 CIE U
7. Connections using screw bosses shall have minimum (4)4104" per connection unless shown otherwise. W o) a
8. Unless otherwise shown, screws shall have minimum edge distance and center-to-center distances as shown in this table. U ❑
DRAWN BY: DYK`
C-1022 Low Carbon Steel SMS & Self-Drilling (TEK)Screws (Industry Standard Screws) CHECKED BY: DYK
SCALE: AS SHOWN
Nominal Screw Diameter Minimum Edge Distance Minimum Center to Center DATE 8111m8
Screw (in) Distance
#10 0.188 '/I6" 1/2"
#12 0.219 1/� '/II' 00 YEON KIM.P.E.
#14 (1/4") 0.250 1/2" S/B, FLA.REG.NUMBER 49497
DO lam& SO WTES,LLC
9. Structure tfas been designed to meet the 511 Edition FBC (2014 FBU.Project is sited where the ultimate design wind speed, W, is P o ST9
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4, To n,FL 33 79
2014 FBC reduced by 0.88•for screen mesh factor, 0.6 for allowable stress design (ASO). PIT?
10. Concrete anchors may be "Large Diameter Tapcons"(LTOs), Tapcon concrete screws, Simpson Strong-Tie Anchors or Titian ScrewF1
or approved equal.
_ Drawing a.-OB 811
SHEET 3OF3