HomeMy WebLinkAboutTYPICAL SCREEN STRUCTURE3' x 3' x 0.050'/,NIN. 6063-T6 ALLOY
PLATE OR STRONGER (ONE SIDE) WITH
(3) - 012 x %' SKS, EACH SIDE AS
SHOWN (fib' MIN. PLATE EDGE DISTANCE
6 C-C FASTENER SPACING)
3' x 2' x 0.050' HIM 6063-T6
ALLOY PLATE OR STRONGER
(ONE SIDE)
(3) - tl12 x VV SJ(.S,
EACH SIDE AS SHOWN
CYz' HIM. PLATE EDGE
DISTANCE`i C=C
FASTENER�SPACM
(5) 012x3/4- S.M.S.
1x2 O.B. ATTACHED TO BEAM W/
(2)-/1oX2' S.M.S. INTO SCREW BOSS
S.S. THRU-BOLT
W/ 9- NUT AND WASHER
O EACH SOX: OF BEAM
012x2' S.M.S. O 24' O.C.
1x2 O.B. TO SUPER GUTTER
(4) 012x3/4' S.M.S.
ROOF BEAM
(FLAT OR SLOPED) --�
(1)-2x2A' ANGLE, EACH
(2 FOR 2x8 SMB OR LAF
O
0
e
POST EAVE RAIL
111 TOTAL) - 012 x
I' x 2. O.B, S.MS AS SHOWN (Ye MIN. -
PATIO SECTION PLATE EDGE DISTANCE &
C-C FASTENER SPACING)
6' x 5' x 0.050'
6063-T6 ALLOY PLATE
(ONE SIDE) IR STRONGER
K-BRACE
2x3xO.070 CHAIR RAIL
O O
K-BRACE 0
O O O
O
CORNER POST
K-BRACE
V x 2' AME PLATE
i 0 CONCRETE ANCHOR C2 PLACES)
I LIEU OF TYP, Y4' 0 CONCRETE
MEWS FAIR CORNER COLUMN
- _LATI
(4) 012x3/4' S.M.S.-j
EACH LEG.
5' or 7' SUPER GUTTER
HIM 0.090' THICK
lx5x)g' ANGLE 6' LONG
(TYP, B EACH BEAN)
-(2) Y'Ox3' LM LIE EACH ANGLE
ROOF BEAM TO SUPER GUTTER
CONNECTION DETAIL
K-BRACE
07HERWISE
COLUMN
GIRT (CHAIR RAIL)
■ SEE TL•EVATIONS
FOR 'K' BRACE SIZE
ix1x11,' BY 2' LONG -
ANGLE, EACH SIDE (TYP.)
(48C 144 S.M.S._
EACH LEG (TYP.)
HOLLOW POST -
SPACE SCREWS
EQUALLY (TYP.)
� f
5 ,0 BEAN STITCHING-SCREVS (SEE-TABLE)-8-24_ C.
i SPLICE PLATE (EACH SIDE OF BEAM)
A ! A 5052-H32-_A_LLOX:DR=EQUAL, "i/8' THICKNESS
X {.
�y-k �LP� 814x%- SCREWS <
(0) Can) (MEN) (WRIER)
LINE LINE SCREWS PLATE
1 , Lt1pT ,A*314 MEAN •A• •B%'C' TOTAL WIDTH
2x4 3 2 24 12'
V1L1s Sew 2x5 3 3 32 14'
2x6 4 1 3 40 14'
l'\uN� P l�l •' ll 2x7 5 4 56 16'
`� SN
• 2x8— -5" y� 16'
:\ 2x9 5 6 72 18'
ROOF BEAM 2x9(HV) 6 7 Be 18'
'.`CONNECTION DETAIL 2x10 7 7 96 18e,
(3) 012x>f- S.M.S., EACH LEG AND MIN. (4) /tOx3' LONG S.M.S. INTO
(8) +12�• S.M.S. CHANNEL TO BEAM SCREW BOSSESu
B SCREW TOTAL
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10030
Tampa, FL 33679
Tel: (813) 374-0321
I,1,17% I ISSUED
Q BEAM 1NG O TO O.C.
(TYP. TOP TOP AND
ND BOTTOM OF SMB -.1
20ED.0fo--': �,,� SEE TABLE FOR SIZES)
2x3xO.070 GIRT/CHAIR RAIL\
(SEE PLAN) i
�
a
�.FORMED RECIENNG [
(MN. 6.082' MATERIAL THICK
I"x21/8'x 1'x3"LG.
!
(TYP. ALTERNATIME)
MIN. (4) 010x2- LONG f
S.M.S. INTO SCREW BOSSES
(TYP. ALTERNATME)
PURLIN TO ROOF BEAM
CONNECTION DETAIL
NOTES PRIMARY SCREEN STRUCTURE
BEANS SHALL HE -
ATTACHED TD HOST STRL�TURE CONSISTING of CHAIR RAIL /GIRT TO POST
[GVEVfiR
IIAL TRUSS/RAFTER FRAHM WITH MAX.
�- FACIA TO BE 2x6 CHIN.) S.P.F. NO TO EXCEED 3V UNLESS OTHERWISE CONNECTION DETAIL
OR WESTER RED CEDAR PLAN DWG.
STRUCTURAL GRADE 2 MIK _ = - _ - -- 2x3x0.045 EAVERAIL ATTACHED TO
(D Y'®x2' LG LAG SCREW E 24' =r1 �`�-- -1-. - BEANS WITH (3)-/10x2' S.Ma� - - U a
O.C. tENTIRE LENGTH DF GUTTERT 'i'r� 2. PURUN INTO SCREW BOSS. /_ F
(MAY BE SLOPED =_ _ / = o
SECURE FASCIA TO EACH RAFTER TAIL �� OR FLAT) .. /,/
V/ (1) %-Ox4' LONG PAN HEAD LAG SCREWS (2) 01Ox4' S.M.S.,THRU. 2x3 ti
BEFORE ATTACHING SUPER GUTTER
FAVE RAIL INTO PURUN SCREW 2xSx.125 ANGLE-2' WIDE WITH
- - y
BOSSES (2)-014x1•INTO BEAM & (2)-014x1
';INTO UPTIGHT. y
_= J
USE f IOXIX' S.M.S. O 24' O.C. —
TO CONNECT TO 1 x2 0.8. TO 2x3. ,mow
(1) Y4'0x2' LG. LAG SCREWS
(O p (TYP. EACH BEAM)
f� 11) 1112x2• S.KS a 12' o.c.
(MAX) BETWEEN BEANS
2z� ANTICK CONTINUOUS
1x2 0.84 FASTENED TO COLUMN/POST
W/(2) 010x0j- S.M.S. INTO SCREW BOSSES
II (EACH END. TYP.)
`SECURE FASCIA TO EACH RAFTER TAIL;
V/ <ll Fi'0x4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
ti
010xJ/4' S.M.S. Y� CONTINUOUS BEAD OF CONSTRUCTION
O 2� O.C. ADHESIVE
USE'010x1Y' S.MS. O 24' O.C. ---
TO'CONNECI-iT0 lx2 O.B. TO 2x3.
PURUN FASTENED TO COLUMN/POSI w I(B) 0 ) Iy�� S.M.S. EACH SIDE
WERI (4) 012x1' S.M.S. (EACH LEG) OF BEAN CM) OR
USING THICK FLAT BAR BENT [6 12x�' S.M.S. EACH SIDE
TO FIT 6063 T8 ALL" ���f) � FOR 2x5 COLUMN TO
2x5 BEAM
COLUMN 1
/POST �\ m uuuiw
T / COLUMI
)NNECTIOI
F
C?•
o
C
W
O
BY 3' LONG
V
CO)
_1xbW
ANGLE, EACH SIDE (IYP.)
C
O
(3) 012)4' S.M.S., EACH
U
LEG (6) TOTAL (TYP.)
co
W
N
W
-
C z
aCO)
~
•
J
w
uj
a
U i
DRAWN BY.
DYK
CHECKED BY:
DYK
S.M.B. BEAM
MAY BE SLOPED OR FLAT
SCALE:
AS SHOWN
DATE:
81111DS
(SEE PLAN FOR SIZE)
DO YEON KIM, P.E.
FLA REG. NUMBER 49497
SPACING OF FASTENERS (TYP.)
D DISTANCE CrYP.))
DO M & SSOCIATES, LLC
AO 26887
P
Tampa, FL 33679
a liq-(I
Drawing No. - 060811
SHEET IOF3
3" MIN.
—PURUN k l
�COLUMNj,;T � _ .4,f,�•ANGLE, EACH SIDE (TYPJ
^ f /F 2x2x1/8" x 2' LG. ANGLE S.M.S. WITH MIN. ' %"O�CONCRETE ANCHOR
W/ (4) /12x3/4" S.M.S EDGE DISTANCE W/2 6*,EMBEDMENT INTO
(EACH SIDE) STRUCTURAL CONCRETE (TYP.,
1 NOTE 10)
e O 36"0 CONCRETE ANCHOR 1'z2" O.B. SOLE PLATE
O O NTO
STRUC STREMBUCTURAL
CONC TE
STRUCTURAL CONCRETE
(EACH SIDE)
r • • ^
oa:� Y"6x2Yi CONCRETE II��
f M W SCREW ANCHOR O 24' �O.C.:,
AND 9" FROM POST (TYR ),l
vR6 S11
SEE PLAN FOR SIZE ��
1x2 O.B. FASTENED TO CORNER
SECTION WITH /14x1)4' S.M.S(O
24" O.C. A
2x2x1(1" ANGLE 2' LONG (EACH SIDE)
W/(2)) J14x3'4" S.M.S. TO POST
& 3/6 0 H.D. GALV. EXP. [BOLT
W/ 2 1/2• MIN. EMBEDMENT
MIN. %'
fl s
/ COLUMN f�
JIV ANGLE, EACH SIDE (TYP.)
%-0 CONCRETE ANCHOR
- W1W EMBEDMENT INTO
STRUCTURAL CONCRETE (1YP.,
SEE NOTE 10)
,-1 "x2' O.B. SOLE PLATE
3" MIN. (TYP.)
Ya 0x2Yi CONCRETE
SCREW ANCHOR O 24O.C.
AND 9" FROM POST (TYP.)
COLUMN/POST
IX2 O.B. SOLE PLATE
C 1
5
1' (TYP.)
EDGE OF CONCRETE cu 3
PLAN VIEW
MAIN COLUMN TO CONCRETE
CONNECTION DETAIL
BEAM SUPPORT
COLUMN/POST
2x2x1/8' x 2• L.G. ANGLE
W/ (4) /12x3/4' S.M.S
(EACH SIDE)
POST
BEAM
t�
2"x PURUN
A�ANGLE CUP. CUT
45•(/) ANGLE AND AT
BEAM MAY ATTACHED TO THE SCREEN ROOF
BE FLAT BEAM WITH ONE (1) Y4 0 THRU—
OR SLOPED BOLT, WITH FENDER WASHER.
Li ATTACHED TO BEAM OR SAVE RAIL
O DIAGONAL BRACING SHALL NOT BE
ATTACHED TO ROOF PURUNS.
2x2xO.093 BRACE
(SEE PLAN)
PLAN - TYPICAL DIAGONAL ROOF
BRACE CONNECTION O
1x3`•O.B. FASTENED TO CORNER
SECTION WITH +10z2" S.M,S. W/
%- 'OIA WASHER O 18" O.C.
I
2x5xW ANGLE (2` rx s� V/ (2r814
TEKS INTO TOP OF 2x3 EAVE RAIL AND (2)-
B14 TEKS INTO THE FRONT OF THE CORNER POST
L1x2 O.B. TOP FRAME
CORNER P13ST
-Ix O.B. SIDE WALL CORNER UPRIGHT
ELEVATION VIEW
CORNER POST / COLUMN
UPRIGHT DETAIL
2500 PSI MIN. CONCRETE STRENGTH
COLUMN 'd 0
214' MAX. THICK BRICK PAVERS APPROXIMATE • . A
GRAM SET IN MORTAR ON TOP OF FOOTER I
O.B. SOLE PLATE
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
IoI27r-10 IISSUED I
x O
N J
COMPACTED OR Q
i i i =H i i i I I I I I R I 1 11 1 1 1 1 1 11 d. d UNDISTURBED SOIL/SAND = W
v d C
(945 REBAR, CONTINUOUS
r : •' „ : •. • . ' d• — 3" MIN. CONC. COVER, 36" MIN.
y I I LAP SPLICE
a U co
C J
— Y' 0x5' CONCRETE SCREWS O 24" O.C. 2%" MIN_ CONC. 12" MIN.• (,D U
(TV.). 1)¢" CONC. EMBEDMENT (MIN.) EMBEDMENT (TYP.) V W
N W
TYPCIAL FRONT VIEW OF POST TO MIN. CONTINUOUS PERIMETER FOOTING W
FOUNDATION CONNECTION WITH PAVERS
4' NOMINAL CONCRETE SLAB
(2500 PSI, MIN.) W/8z6x10/10
W.W.M. OR FIBER REINFORCED
[POLYPROPYLENE FIBER —
1.5 POUND (MIN.)PER C.Y.)
•. :. •.. • .a- .a• '.a.
:. •d _
a'. • •' . '
d
•a o'
•,
UNDISTURBED SOIL OR COMPACTED
_ CRUSHED UMEROCK (90% PROCTOR)
MIN. (1)-05 REBAR CONTINUOUS, SPLICE
MUST OVERLAP 20" MIN.
3• COVER MR)
B'(MINJ
FOUNDATION/SLAB DETAIL
w
(4) 112A
2'x PURUN
BEAM MAY
BE FLAT
OR SLOPED
(TYP. EACH
(2) /1OXOx3H
C
Z
ao
f'-
CO)
Z
U
W
_U
0.
ALTERNATE (1)
J
W
2xlxX" ANGLE
V
o
'\ BRACE
DRAWN BY:
DYK
2"xi"xg1" ANGLE (BRACE) W/
CHECKED
BY:
DYK
(4) /12xY." S.M.S. O EACH
SCALE:
AS SHOWN
MEMBER INTERSECTION
DATE:
8H 1106
a
2z2*%" ANGLE 2" LONG ON
UEACH LEGS (SM &12B ACE)S.M.S.
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
DO YEON KIM, P.E.
3RACE
FLA. REG. NUMBER 49497
PLAN)
ALTERNATE 12)
DO KI 8 SSOCIATES, LLC
20 BRACE
C 261187
O Box IOD39
a, FL 33679
Drawing No. - 060811
SHEET 2 OF 3
S.M.B.
(SEE PLAN 6R SIZE)
S.M.S.. EACH SIDE
TYP.)
--- - - SEE --ELEVATION
o \
0 0
0 o e
0
O
2x7 MIN. BEAM BRACE
(NOTCH TOP FLANGES)
S.M.B.
(SEE PLAN FOR SIZE)
1'X1'X1/16 ANGLE 2- LONG WRH r>,
2-010 X 1/2- LONG S.M.S. AT EACH-U
TYPICAL. TOP AND BOTTOM
OR
2- 810 S.M.S. FROM INSIDE FACE OF P
- - ---INTO-SCREW-SPLINES-OF2X.
1-1/2- EMBEDMENT MINIMUM INTO SCRE
2 X 3- SELF -MATING (OR SNAP)
(TYPICALLY HOLLOW SECTION W/O
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, 00 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-T5 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 shalt have minimum edge distance and center -to -center distances as shown in this table.
C-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
5/16'
%2"
#12
0.219
,
3/8
9/16"
#14 (1/4")
0.250
Y2"
5/6 `
9. Structure has been designed to meet the 6t" Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Wit, 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- ' L-ar-ge-DiameterT_apcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws
L (GIRO 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.
4' D.C.
WW
N
3/4' x 3/4' GUARDRAIL PICKETS
TOP AND BOTTOM W/2 EACH 010
INTO SCREWBOSS
2- X 2- X 1/8- ANGLE EACH SIDE
W/2 EACH #14 S.M.S.
'i'0 WOOD LAG SCREWS
W/2)({MM EMBEDMENT
1X2 O.B. SOLE PLATE
1-x1' GUARDRAIL PICKETS
1/4.0 X 2-1/4' LONG W000 - .•. .•.•. /,.,.
SCREW O 24' O.C. AND WITHIN 8' .. ...........•... 2.EACH #10 SMS % 1-1/2'
OF CONNECTING MEMBER ..._�,,! LONG INTO SOLE PLATE
DO KIM I
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
I,&I20 7I ISSUED
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0
DRAWN BY.
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
8111/06
DO YEON KIM, P.E.
FLA. RE UMBER 49497
DO KIM 8 SS CIATES, LLC
C 6887
PO Bo
Tampa, FL 336 9
42.f t?
TYPICAL SECTION / SCREEN WALL WITH GUARDRAIL
Drawing No. - 060811
SHEET 3 OF