HomeMy WebLinkAboutSCREEN ENCLOSURE PLANSPatf
EAVE RAIL
�-,
'CORNER
OI TOTAL) - 112 a �•
SECTIDNTAIIE
1' a 2. OA4RNL—
AS SHO(MMPATID
L
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\ .
SPACE
6• Y 5' Y 005�6D63-T6
EDWLI
ALLOe
SIDE) ORNrBR3•
CIO,SAS
Y 3' Y IRON NRL NESTES ALLOT PLATE DR STI - SK DINE SIDE) WITH
- /12 a '`SAS. EAd SIDE AS
2a.Ta0.070 CWNI(3)
O
O
KDC R,1TE EDGE D6TRNCE
K-BRACEpL
I. C-C<
C-C F TCNER SPACING)O
O
O
K-BRACEO
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OO O
c\1i
/- CODER POST
X
3' Y 2' Y 0050' NOL 6063-T6
ALLOY
SATE OR STRONGER
C0� 912 Y �f S14S,
(�E�AS5CH SUE AS SHpWN
DISTApN , C'{EDGE
FASTENER SPACING) I
lag Oa ATTACHED
(2)-IIMM- SL.S..
FGMDATION
V Y 27OLE PLATE
.EAM STITCHING SCREWS (SEE TABLE) D 24• 04 ,
k
SPLICE
SIDE [IF INAM
SCRLWS" A S=-W2LATE ALLOY GR EQUAL, VB' THICIGNESS t`
Y'(IYPJ
131
}>
Vs
� /14Y9;' SCREWS �
PI (am) (m) (YNYY)
LINE LIRE SCREWS PLATE
'13 ,ARIAS BEAN A 'B•L•C' TOTAL WIDTH
1� �A1 1iQL)' 2a4 3 2 24 12'
L9O. %Bf- • 2Y5 3 3 32 14'
2Y6 4 3 40 14'
20 5 4 56 16•
2Y9 5 6 72 l9'
ROOF BEAM 2Y9(HM 6 ee l9•
CONNECTION DETAIL 2XIO 7 7 96UZI. 1e
` (((3)) /124- S.MS.. EACH LEG AND SCR ({) SSIS LONG LTERISM.SMU
6) 01241- "S. CHANNEL ro BEAM[ SREN eo5SL5 (rm. ILTOMAINE)
/ SCREW TOTAL
BEM STRCMDC O 24' O.C. .
(71P: TOP ANO BO(IOII OF SM9
2a3a0:070=a.,_ SEE TABLE FOR STIES)
L.F\ I GMYSL I� - OMVriA1tl V y
-CONNECTION DETAILS EACH �E) b3a0Aro 9Tr/A AD RAD I
� • '�•..•d� 1.1dP Of 3• lO1G
Yr-POwNm ANGLE EACH SIX
n (WL O.Ow MATERIAL TIDCgN65)
it fiaroiau a S' l0. LLEED (6)) =AS. "F))
112a3/4' S.M.S.
W/ 1.5A. ANGLE 6• LOG 1:
N BosS RIP. l EACH BE"
G:) 4-0.3• lG 1 EACH AM6LE
G;.+.a ., -H-E JLT
6'/ xBO AND YW NEA
A BOX O' BFi1M
ATTFi PRO TO HOST
ATTLII/VE�NfI1N
l,+/�
L�l
012Y2" sMS. 0 24. O.C.
FACIA TO IE 2a6 omu SPF. OVE7RHAIS b TG
a O.B.ro SUPER GUTTER
Oe WESTER RED CEDAR NOTED ON PLAN D1
STRUCTWAL OGDE 2 N.
(Q I123/4' S.W.S.
SCREW V 24
LLENGGG. TH
.ROOF DEAN
OOL.Y�NT OF GUTTER
SECURE FASCIA TO EACH RAFTER TALL
(RAT OR SLOPED)
W/ U) 4N1a4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
ANGLE EACH WE
(2 FDR 2aB S M OR LNINGER.)
O) Wfte' Lt. LAG SCREWS
CDR) W. 2 EACH BEAD
4!) 11b3/4' S.W.S.
(O 0122' SAS B 12' ac.
(A)D BETWEEN SEARS
EK11 LED.
1fA' 1NICK CONTINUOUS
7' SUPER GUTTER
HOL aoeo• THICK
M O
SECURE FASCIA TO EACH
W/ N )L'0Y4• LONG PAN
BMW ATTACHING SIPEN
ROOF BEAM TO SUPER GUTTER
CONNECTION DETAIL
11Ca3/4- S.W.S. K• CONTINUOUS BEAD OF CONSTRUCT
o 2' D.C. ADHESIVE
BE
S.U.S. 0 24' O.G -
T0 Ia2 OA TO 2-1
No ro COLWM/PcX
S. INTO SREN BOSSE
(FAUN END. TYP
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
TO
USE #IMIW O.O.C.
ro CONNECT TO b2 OIL TO 2a3.
PURlaam (FASTENED ro C, (EACH OST
LEG)
`. (9 /1 Ma S EACH SIDE.
Nn1N (q h2at• slL.s. (EACH LEcl ''+a[6?] B�E�AU (m.) OR
71 FIT B TeMALLOY) BQtf /I2aTL- S.YS. EACH SCE
6FA4 fOR 2r5 COLUMN TO
PURLIN TO ROOF BEAM
CONNECTION DETAIL
3 I¢' NAY. C-C St
OF FASTENERS RYP3
MAIN POST / COLUMN TO ROOF BEAM
CONNECTION DETAIL
OR RAT
SUE)
DO KIM
A ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
T9mpe, FL33M
TeP.. (813) 3740321
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DO PEON KIM, P.E.
FLA. REG. NUMBER 49497
10 KIM SOC AT, LLC
P BDX10039
TRmpa, FL 33679
ai. w-[%
Drawing No. - 060811
SHEET 1OF3
3' MIN.
2.2x1/6' x 2' -G. ANGLE S.M.S. WITH MIN. '
/12x3/4- S.M.S EDGE DISTANCE
(1 �► ✓ " (EACH SIDE)
/O" O )§'0 CONCRETE ANCHOR
lam._ 0 0 STRUCTURALB CONCRETE
(EACH SIDE) x
li
E
SEE PLAN r SZE
1x2 O.B. FASIENE`„kYJTO COME
N (II • U{ SECTION WR' S.M.5.4
24' O.C.
2.24' ANGLE - ' LONG (EACH
W/(2) A14XY As.M S. To PUS
k 3/a% H.D. V. UP. SOL
W/ 2 1/2' MINT, EMBEDMENT
S.M.S. WBH MIN. )§'
MOE DISTANCE
v
ANGLE, EACH SIDE (M.)
/ STR CONCRETE MCIAOR
CONCRETE
T BE
ENBEDNDR INTO
W12%' M CONCRETE (TYP..
SEE NOTE 10)
�112' O.B. SOLE PUTS
EACN SIDE (M.)
ONCRETE ANCHOR
EMBEDMENT INTO
URAL CONCRETE (TYP.,
)TEY10
>+
1'x2'. WILEPLATE
7',/Y`.f
,,
{ 2'x PURUN
2xSxI6- ANGLE (2' LONG) V/ (2)-114
TEKS INTO TOP OF 2x3 CAVE RAIL AND (2)-
114 TEKS INTO THE FRONT OF THE CORNER POST
41 L-fx2 O.B, MP
FRAME
A: •� ' r g 2x 4- ANGLE CUP, CUT AT \ A Ix3 O.B. FASTENED TO CORNER CDRNER POST
4 A 45' (i/-) ANGLE AND \1j SECTION WITH B1 Ox2' S.N.S. W/
�• ATTACHED TO THE SCREEN ROOF t
BEM MY \;��` 36' Ol4 WISHER O 18' O.C.
�Y 0x2Y1 CONCRETE L'.; BE RAT BEAM WTTH ONE (1) Yx'0 THRU- G.
SCREW ANCHOR O 24' O.CS OR SLOPED BOLT. W M FENDER WASHER. Ix O.B. SIDE WAU- CORNER UPRIGHT
AND 9' FROM POST4(TYP.) -� ATTACHED TO BEAM OR EAVE RAIL 1pt
�a'dw # DIACONAL SPACING SHALL NOT BE L? _
ATTACHED TO ROOF PURLINS. ff
COWNN/POST �]_\ 2x2x0.093 BRACE
�I (SEE PUN) ELEVATION VIEW
1.2 O.B. SOLE PLATE y . CORNER POST / COLUMN
_
. iI PLAN - TYPICAL DIAGONAL ROOF BRACE CONNECTION UPRIGHT DETAIL .i •
LLNN 3' MIN.
7 �u Yi oX4i CONCRETE
Shy SCAM ANCHOR O 24' O.C.
'e2b AND 9' FEQAPOST (TAP.)
E PLATE
PLAN VIEW
MAIN COLUMN TO CONCRETE
CONNECTION DETAIL
PLANVIA
V (TYP.) iu
BEAM SUPPORT
COLUMN/POST
THICK BRICK PAVERS
➢BIBS ON TOP OF POWER
O.B. SOLE PLATE S
M
�A =
f.4! L.4.. .III I•.,.•{ •4 •' ♦:.
Yi 0x5' CONCRETE SCREWS O 24' D.C. 2%' MIN. CONIC.
(TYP.). 1Y2' CONIC. EMBEDMENT (MN.) EMBEDMENT (TYP.)
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
4' NOMINAL CONCRETE SLAB
(2500 PSI, MIN.) W/6x6x10/10
W.W.N. OR REM REINFORCED
[POLYPROPYLENE REM -
15 POUND (MIN.)PER C.Y.]
4 4d•
44 4.. 4
ax4' 44 .�4 ..
4� .. �"•
4r
4.
•4 4 `UNDISTURBED SOIL OR COMPACTED
CRUSHED UMEROCK (90% PROCTOR)
MN. (1)-/5 REM CONTINUOUS. SAUCE
MUST OYERIAP 20' MIN.
3' COVER OYP.)
2500 PSI MIN. CONCRETE STRENGTH
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
d
d
APPROXIMATE
GRA
•0.4 -
. I J
- a<' I COMPACTED OR Q
d. e I r" I UNDISTURBED SOIL/SAND = W
I d (1)-#5 REBAR, CONTINUOUS r
I I III 3" MIN. CONC. COVER, 36" MIN. W
I LAP SPUCE UOf
CIO
F —I O
J
12" MIN! � Z
U W
MIN. CONTINUOUS PERIMETER FOOTING W
C Z W
0- (On
)- J
Z 0
lL U U
BUM \/ALTERNATE (1) LLI
}
2.1.X' ANGLE U QF"
(4) d12.Yi S.M. BRACE DRAWN BY: DYK
2'x PURUN 2*.1'.%' ANGLE (BRACE) W/ CHECKED BY: DYK
(4) /12x)',' S.M.S. O EACH SCALE: AS SHOWN
MEMBER INTERSECTION
O DATE: 8I11/O6
O
O
e 2x24' ANGLE 2• LONG ON
UNDERSTIM/(4) e12x?6 S.M.S.
BEAM MAY EACH LEG (BEAM h BRACE)
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
DO YEON KIM, P.E.
TRACE
FLA. REG. NUMBER 49497
PLAN)
ALTERNATE 121
DOQ&ASCIATES, LLC
2x3 BRACE
887
0039
33679
C? ?.atP
FOUNDATION/SLAB DETAIL Drawing No. - 060811
SHEET 2 OF 3
Genera! 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. Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Aluminum shall be 7005-T53 Alloy, 6005-TS Alloy; for secondary
components 6063-T6, Alloy based on industry standard shapes, thicknesses, and tolerances unless otherwise noted.
6. Unless otherwise noted, SMB shall be stitched with #100/4" SMS at 24"o.c., top and bottom.
7. Connections using screw bosses shall have minimum (4)-#10x2" per connection unless shown otherwise.
8. Unless otherwise shown, screws shall have minimum edge distance and center -to -center distances as shown in this table.
1-1022 Low Carbon Steel SMS & Self -Drilling (TEK) Screws (Industry Standard Screws)
Screw
Nominal Screw Diameter
(in)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
5/,6"
1/2"
#12
0.219
3/e r
#14 (1/4")
0.250
Y2"
s/B'
9. Structure has been designed to meet the 611 Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Vw1, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure C. Design pressures are from Table 2002.4,
2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASD).
10. Concrete anchors may be "Large Diameter Tapcons" (LTOs), 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 per
454.2.17.1.11. if enclosing a pool.
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
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I CHECKED BY: DYK I
DO PEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KI JASOCILATES. LLC
7
PO Box 10039
Tampa, FL 33679
q.20*iy
( Drawing No. - 060811 1