HomeMy WebLinkAboutDETAILS - SCREEN ENCLOSURECORNER. POST - - 'EAVE RAIL T'-" -- '�"� �\!`�.� BEAM STITCHING SCREWS (SEE TABLE) B RV O.C.
« I TOTAL) - 012 x
1' x 2' D.B. SAS AS SHOWN (W MIN /� SPLICE PLATE CEACH SIDE -OF. BEAM)
DISTANCE L SPACE SCREWS A 505E-H32ALLOY OR ECUA. 1/8';THICKNESS
6 PLATE A D❑ K I M
PATIO SECTION 1 r "
C-C FASTENER
ER SPACING)
, EQUALLY (TYP.) -
&ASSOCIATES, LLC
6' x 5' x OO50- CCLUMR-<
Z�'6!0!m
e e 6063-T6 ALLOY PLATE a ;. CONSULTING
e(ONESIDE) OR STRONGER Ar w .,,\STRUCTURAL
K-BRACEENG1NEER5
3' x 3' x 0.050' MY �f 0 { my (� �0'
PLATE OR STRONGER!QM SIDE) WITH 2x3x0.070 CRUM RAIL ) f ¢°f Z/
(3) - Y12 x 9j• SAS, EACH SIDE AS B ® ''� 2J \ PO BOx 10039
SHOWN ( MIN°,ELATE EDGE DISTANCE -BRACE '-L`a Tampa, FL 33679
L C-C FASTENER SPACING) ® ID 0 y �(Pl 014x%' SCREWS \ • Tel:(813) 374-0321
K-BRACE ® .a�" Yi
(.) an a.n a..n
CORNER POST C' l BEAM. LINE LINE SCREWS PLATE _ RevJba( Description
0A5(' MIN. 6063-76 y($'�((R ypt LTj)4 1(,5�� A 'B'S'C' TOTAL WIDTH - L
6LLDY PLATE OR STRONGER \ 0' Yi at �4i fOR 1'� 2a4 3 2 24 12, Qa 7127 ISSUED
NNE SIDE) B yR BBG 100, 1
2z5 3 3 32 14•
(3) - Lf2 x % SMS, 2z6 4 ��3'�:a-R 40 14'
EACH SIDE AS SHOWN GIR (CHAIR RAIL) NC M l 444� 2z 5C !_•^3y `.sB .,16�
(YB' MIN. PLATE EDGE B
DISTANCE C�
FASTENER SPACING)NN 2x Q,'. a?5'aG.� �16,
pA
° 2xL0.093 2z9 5 6 72 IS- Q
BRACE(TYP.), MANSARD BEAM 2x9(HV) 6 7 ee IB
UNLESS `,.`�-
e E PLATE m1FEaW1sE CONNECTION DETAIL 2x10 7 7 96 JA' C' p
0 CONCRETE ANCHOR Q PLACES)
._1M OF TYP. Yi 0 CONCRETE
EVS FOR CORNER COLUMN
CONNECTION DETAILS
(5) /12x3/4' S.Y.S.
lx2 O.B".iATTACHEO TO MAM W/
(2)- 10%2' S.M.S. INTO SCREW BOSS
1)-1/4•x14' S.S. THRU-BOLT
t/Yi NUT AMID WASHER
IxSx%' ANGLE 6' LONG
(TYP. E EACH BEAM)
(2) Y'ox3' LG. REACH ANGLE
NOTD
EACH SIM OF BEAM
LONVEI
IT O.B.S.M.S. O R O.C.
1xz o.ro SUPER GurTER
FACIA TO BE 2x6 (MIN) SPY,
_ / OR WESTER RED CEDAR
NOTED
NOTED
\) STRUCTURAL GRADE 2 MIN.
(4) P1xx3/4' SAI.S.
(1) Y-0.2- LG. LAG SCREW B 24,
OG ENTTRE LENGTH OF GUTTER
ROOF BEAM
SECURE FASCIA M EACH RAFTER TAIL
(MT OR SLOPED)
W/ O) YOxV LONG PAN HEAD LAG
BEFORE ATTACHING SUPER GUTTER
SCREWS
/�L (1) Y'0x2- LS LAG SCREWS
J 1 (TYP. B EACH BEAM)
(OR) 11) R12x2' SAS a 12' oO
(4) /12x3/4 S.M.S. (MAX) BETWEEN BEANS
EACH LEG.
Ni THICK CONTINUOUS
5' or 7' SUPER GUTTER ANGLE
MIN. 0490- TRICK
\T SECURE FASCIA TO EACH
I (T7]((Y V/ (U ATTACHING
LONG PAN
BEPmtE ATTACHING SUPEI
1x106' BY 2' LONC -
ANGLE, EACH SIDE (IYP.)
(4) #14Xr S.M.S..
2 SCREWS
EACH LEG (TF.)
HOLLOW POST -
(2) PlOxV S.M.S. THRU. 2x3,_
SAVE Rm1 INTO PURUN SCREW
BOSSES `)..1
l�
O 24. O.C.
TO �CONNECYYO TOO 1. Ix2 O.B. TO 2xJ.
1.2 OLD. FAST ED TO COLUMN/PO`.
#INIX1• S,U.S. INTO SCREW BOSST
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
PURUN
1
PURUN FASTENED TO COLUMN/P
WON (4) P12x1' S.M.S. (EACH I
USING ,%- THICK MT BAR BEM
(3) /12rY[ S.MS., EACH MG AND SCREW MIN. (4) #100- LONG S.M.S. INTO
(6) /124m S.M.S. CHANNEL TO BEAM / BOSSES (IYP. ILTERNATNE)
9 SCREW TOTAL /
BEAM STRCHOIG O 24" O.L. rn
0YP. TOP AND BOTTOM OF SMB J
2xJxf),O)�� SEE TABLE FOR SIZES) Q
W
C)
o
C
W
BY 3' LONG
U
ca
BRAKE -FORMED RELIEVING CHANNEL x(Ott, EACH SIX (TYP.) C
(MIN. 0.062• MATERIAL THICKNESS)
1' x 2 1/8' x 1' x X LC. r lEG (6) OM
(TYP. PLTERNATNE)IS e
/
PURLIN TO ROOt&&f%_% �a
CONNECTION DETAIL �Q lid
�e
2x3x0.045 EAY L ATTACHED TO
BEAUS WITH (3)-810x2' S.M.S.
INTO SCREW BOSS.
It Ox1$' S.MS. O 24' O.C. —
MNECT TO 1.2 O.B. TO 2x3.
It
(9) /12xV S.MS. EACH SM
OF BEAN (TYP.) OR
(6) STO P12xY' S.NS. EACH E
BOFF BEAM FOR 2x5 COLUMN TO
2x5 BEAM
Y' MIN, 3 !f' MAX L-C
SPACING OF FASTENERS (TYP.)
Y! MIN BEAM EDGE
mSTANCE (TYP.)
MAIN POST / COLUMN TO ROOF BEAM
S. EACH
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W
FC�R
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DRAWN BY:
DYK
CHECKED BY:
DYK
1PED OR MT
SCALE:
AS S
DATE:
8/111
OR
F4ZE)
FOR
DO YEON K1M, P.E.
LjF(LA..REG. NUMBER 49497
i0 KIM�Ox
IATES, LLC
2 7
P 1 039TaF 9
Yz1va
#100/4" SM.S.-' ' Y' CONTINUOUS BEAD OF CONSTRUCTION _
O 2 O.C. POHESIV = CONNECTION DETAIL' -'` -CONNECTION DETAIL
�R rawin No. - 060611
��- Stormcie Coun s
SHEET IOF3
a
3
3• MIN. (TYP.)
SEE PLAN FOR SIZE —,
1.2 O.B. FASTENED TO CORNER
SECTION WITH /141Y' S.M.S.O
24' D.C. 11
1
2QAx ANGLE 2; LONG (UCH SIDE)
W/(1) j14A4-,S.M.S. TO POST
h S B 0 N.D. GALV. EKP. BOLT
W/ 2 1/2• MIN.'EMBEDMENT
PURON SUPPORT
COLUMN/POST
2Y1A1/B" " LC. ANGLE
w/ pzsp• S.M.S( N SIDE)
%'0 CONCRETE ANCHOR
W/2%' EMBEDMENT INTO
STRUMRAL CONCRETE
(EACH SIDE)
11
M' ANGLE, EACH SIDE (M.)
.
ll; CONCRETE ANCHOR
EDGE 0 SCE
W/2�' EMBEDMENT INTO
STRUCNRAL CONCRETE MP..
/�/'•E,E
NOTE 10)
1 112' O.B. SOLE PULE
FF
S.M.S. WITH MA' j§' ' � ANGLE. EACH SIDE (".)
EDGE DISTANCE
�§•0 CONNTCRETE NOR
INTO
SEE CONCRETE (TYP.,
NOTE 1
^ SEE NOTE 0)
i/
J Jl ' 1'x2' 02. SOLE PLATE
9'
0 O
OF CONCRETE
PLAN VIEW
3' MIN. (M.)
)IWZY' CONCRETE
SCREW ANCHOR O 24�"r,O..C.
AND 9' FROM Pau `1 .)
COLUMN/POST
1# O.B. SOLE PLATE
1' <TYPA
NV
tM
E
AND
(TYPE
O.B. SOLE PLATE
x 2'\CG. ANGLE
BEAM MAY
BE MT
OR SLOPED
BEAM WITH ONE (
^ BOLT. D FFEN
)T` ATTACHEDBID
-O
/( DIAGONAL BRAOW
ATTACNTD TO ROC
2x2A0.093 BRACE
_ /
(SEE PLAN)
PLAN - TYPICAL DIAGONAL ROOF
BRACE CONNECTION
o
THICK BRCK PAVERS
ICUAR ON TOP OF F001E31
r
OAT. SOLE PUTS �
Y4' 0.5• CONCRETE SCREWS W 24•`O.C. 2%" WIN. CONC.
CTYP.), lh- CONC. EMBEDMENT (MIN.) EMBEDMENT OYPJ
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
4' NOMINAL CONCRETE SLAB
(2500 PSI. MIN.) W/6x&10/10
W.W.N. OR FIBER REINFORCED
[POLYPROPYLENE FIBER —
1.5 POUND (MIN.)PER C.T.)
4. �.. a'
4 0C•
• p.
4 .0
.0 • `--UNDISTURBED SOL OR COMPACTEO
_ CRUSHED DMEROCK (90% PROCTOR)
MIN. (1)-/5 REBAR CONRNUOUS. SPUCE
MUST OVERLAP 20' MIN.
B'(MIN)
]• COVER
FOUNDATION/SLAB DETAIL
1.3 O.B. FASTENED TO CORNER
SECTION WITH 110a2- S.M.S. W/
Y' DIA WASHER 0 10' O.C.
Bx5x%' ANGLE (2' LONG) V/ (2)-014
TEKS INTO TOP OF 2x3 EAVE RAIL AND (2)-
014 TENS INTO THE FRONT OF THE CORNER POST
—1.2 O.B. TOP FRAME
NER POST
O.B. SIDE WALL CORNER UPRIGHT
ELEVATION VIEW
CORNER POST/COLUMN
UPRIGHT DETAIL
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel; (813)374-0321
ISSUEO
2500 PSI MIN. CONCRETE STRENGTH
A < e
APPROXIMATE
GRA
a 4J< I
COMPACTED OR
-111 d, q I I UNDISTURBED SOIL/SAND = W
(1)-05 REBAR, CONTINUOUS 0
- I 3' MIN. CONC. COVER, 36' MIN. - ILA
I I-11 TAP SPLICE O
_ U p
12' MIN! , I Z -
Lfth DOW
MIN. CONTINUOUS PERIMETEI ,O�I� ®� P®q �'- z LU
Z
W U U
BGM ALTERNATE (1) V ❑
2xl,,%' ANGLE
(4) /12AY' S.M.. BRACE DRAWN BY: DYK
21 PURUN 2'xl"X ANGLE (BRACE) W/ CHECKED Sr. DYK
(4) g12xY• S.M.S. O EACH SCALE: ASSHOWN
MEMBER INTERSECTION
DATE: 8111106
a
Wk%
e
0 UNDO' ANGLE 2' LONG ON
UNOEi LED (BEAM &BRA SN.S.
BEAN MAY EACH
LED
(BEAM & BRACE)
BE MT
(OR SLOPED _
(jyP11FD. H4 E S.M.S.. 0 (SE BRACE KIM, P.E.
(�) (SEE PUN) '®G.NUMBER 49497
(1YP�IFPC� H4• S.M.S
ALTERNATE 121 DO KIM A SOCIATES. LLC
2x3 BRACE JW 26887
rT00
39
Tampa, FL 33679
PLAN - TYPICAL ROOF 4(A2z 41
BRACE TO BEAM CONNECTION 1
Drawing No. - 060811
SHEET 2OF3
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.
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, 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
there is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host
structure capacity.
5.
6.
7.
8.
Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Aluminum shall be 7005453 Alloy, 6005-T5 Alloy; for secondary
components 6063-T6, Alloy based on industry standard shapes, thicknesses, and tolerances unless otherLAe r z
Unless otherwise noted, SMB shall be stitched with #10x3/4" SMS at 24"o.c., top and bottom. S6:00p!tv
Connections using screw bosses shall have minimum (4)410x2" per connection unless shown otherwise.
Unless otherwise shown, screws shall have minimum edge distance and center -to -center distances as shown in thtd i
i- 04'
C-1022 Low Carbon Steel SMS & Self -Drilling (TEK) Screws (Industry Standard Screws)(n
Screw
Nominal Screw Diameter
(in)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
#12
0.219
341
9/ ;
#14 (1/4")
0.250
1(2"
s/e'
9. Structure has been designed to meet the 6'4 Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Vw% is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4,
2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design iASD).
10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws
or approved equal.
11. Screen enclosure structure shall meet Section 454.2.17 Residential Swimming Barrier Requirements and the screen enclosure
454.2.17.1.11. if enclosing a pool.
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
u
PO Box 10D39
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
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DO PEON KIM; P.E.
FLA. REG. NUMBER 49497
D KI & SOCIATES, LLC
A# 26887
9
T.
FL 38679
JJW
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"I Drawing No. - 060811 1
SHEET 3OF3