HomeMy WebLinkAboutTYPICAL SCREEN ROOM-;'_-FCASH—ING, _SEAL AS RE
#141%' SMS W/ INTEGRAL :Y4'0
WAVER AND NEOPRENE GASKET
TOP & tfl4xY2' SOS BOTTOM.
@712' O.C. (COMPOSITE ROOF)
V
r SLOPE
X"0x2)4' LAG SCREW ®12" O.C.'��
(1) WITHIN .3- OF EDGES (TYP.
1".2" O.S.
#10x(PANEL: 41-11 C
(TYP.)
AND NEOPRENE C
NOTE: F
FOR BLOCK FRAMED HOUSES USE
r
X '
# 4 2 CONCRETE SCREW
#14xA' CONCRETE SCREW
WITHIN
WITHIN
IT
WOOD FRAME WALL
TO EACH RAFTER TAIL
C 3
0. .
3" 0 1 B" D.C.. I
_��SICIR'E,'FASCIA
W '!_�
��W/-<I>-Y4'0�4-LLING-PAN-HEAD-LAG-SCREWZ;
0, D Yp
E GES
-OF-EDGES-(TYR_)--------
iT
. ... ... ...... - ' - I I
EXTRUDED OR BRAKE -FORMED ROOF HE
OR RECEIVING CHANNEL0.044% T.+�K.ESS)
WITH MIN. IW BEARING LEG. TYPICAL SCREEN EDGE TO STRUCTURE
(1) Y4'0 x 2' LAG SCREW @ 24' O.C.
ENTIRE LENGTH OF RECEIVING CHANNEL .4 CONNECTION DETAIL
SUI-FLI
COMPOSITG�PANEL---
(SEE
PLAN F01?
SEALANT
0 x 2Y2' LONG WOOD LAG SCREW OR
•A' 0 x 2Y4' LONG MASONRY ANCHORS
SLOPE 24' O.C. MAX.
�0 0 0 0 0 0 0 0 0 0 0
00000000 HOST STRUCTURE
on 00000.0 050 (MASONRY OR 11111111)
EXTRUDED OR BRAKE -FORMED ROOF HEADER
#14xW S.M.S. W/INTEGRAL 314'0 WASHER AND OR RECEIVING CHANNEL (0.044' MIN. THICKNESS)
NEOPRENE GASKET TOP & #14xW SAS. BOTTOM, @ WITH MIN. ll2' BEARING LEG.
12' D.C. IF CLEARANCE PROHIBITS INSTALLATION
OF TOP FASTENERS USE #14 S.M.S. @ 12' D.C.
COMPLETELY THROUGH COMPOSITE ROOF.
COMPOSITE ROOF TO HOST STRUCTURE
CONNECTION DETAIL
PLAN FOR SIZE
Ix O.B. FASTENED TO CORNER
SE&f�ON WITH #14XIY," S.M.SA
2x24" ANGLE 2" LONG (EACH
W/W914X-%" S.M.S. TO POS
& 3/8 m H.D. GALV. EXP. 801
W/ 2 i/2" MIN. EMBEDMENT
DST / COLUMN TO FOUP.
THESE PLANS AND ALL PROPOSED Vito i 'A lxlx%" BY 3" LONG -
0^1100cp-, 1f)MR ANGLE, EACH SIDE (TYP.)
AMCOWWrVI Ivml
REQUIRED BY FIEW INSPECTORS TVIAT
MAY UE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICAU R GOO'Ll
' )6" ANGLE, EACH SIDE-,(TYP.)
U
BEAM SUPPORT
COLUMN/POST Y4"0 CONCRETE ANCHOR Q,
S.M.S. WITH MIN.' A T L�o
EDGE DISTANCE W/2%" EMBEDMENT INTO
STRUCTURAL CONCRETE (TYP.)
2x2xl/8' x 2" LG. ANGLE
W/ k4; gl4x3/* S.M.S
1%2" O.B. SOLE PLATE 17-
(EACH SIDE)
fl FO a
3- MI (TYP.)
COLUMN TO CONCRETEmASONkI'-'
CONNECTION DETAIL
(4) #14yy2" S.M.S..
2 SCREWS
EACH LEG (TYP.)
Ut A.
•D
z-
fA
4 OX CONCRETE
�Y4"0X2Y4" CONCRETE
.14---
_C
.ZZ
SCREW ANCHOR 0 24" D.C.
AND 9" FROM POST (TYP.)
9.
COLUMN/POST
lx2 O.S. SOLE PLATE
F0 f
0 0
EDGE OF CONCRETE
I' (TYP.)
PLAN; VIEW
2X3 GIRT/(CHAIR RAO--
MIN. (4) #14xl" LONG
S.M.S. INTO SCREW BOSSES
(TYP. ALTERNATIVE)
IESS+I') S.M.S. W/ lY4'0 FENDER WASHER
0 0 0;0�0;oq 0 00000 0 0 0 0�o�
?-a- I _6o?o:O:Q_O:Oa6
EDGE 8= FOR — I
(SEE P SIZE, ATTACH EACH SIDE OF UPRIGHT
MIN. 0.050" WALL ii DGE BEAMWIT8)#l2THICKNESS) t�_ S.M.S., INTO SCREW BOSS, (4) SCREWS
COLUMN/POST
(SEE PLAN FOR SIZE)
'COMPOSITE ROOF TO HOLLOW EDGE BEAM7
CONNECTION DETAIL
Y4" 0X5' CONCRETE SCREWS 0 24" D.C.
(TYP.). IY2" CONC. EMBEDMENT (MIN.)
21¢- MAX. THICK BRICK PAVERS
SET IN MORTAR ON TOP OF FOOTER
— O.B. SOLE PLATE
MIN. CONC.
DMENT (TYP.)
TYPCIAL FRONT VIEW OF POST TO
CONCEALED PASTENERS OR ATTACHMENTS
FASTENERS
ARE THE RESPONSIBILITY OF THE
CHAIR RAIL / GIRT TO POST PONTIZAPTI)ID OF RECORD
CONNECTION DETAIL
APPROXIMATE
GRADE
POST
CC)
(OPMQNALEcoum I Y
13UILDINU DIVISION
REVIEWED
FOR COMPLIANCO
DATE -1 Del
MUST
PLANSAND pERMIT
��r�.�
MUST BE KE�PTONJOB R
'. WILL
NO INSPEr_TIONWILIL�IBEMI �DE
4" NOMINAL CONCRETE SLAB
(2500 PSI, MIN.) W/6x6xlO/10
W.W.M.R FIBER REINFORCED
[POLYPROPYLENE FIBER 1.5
POUND (MIN.)PER C.Yj
4
14
'4,
4
UNDISTURBED SOIL OR COMPACTED
CRUSHED LIMEROCK (90% PROCTOR)
THICKENED EDGE I_-8-
SLAB/POST DETAIL
#5 REBAR CONTINUOUS, SPLICE
-MUST OVERLAP 20' MIN.
3' mgWKPfA (TV"
DO KIM
& ASSOCIATES, LLC
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
I el: (813) 374w0321
Fax: (813) 374-0322
7119 ISSUED
2017
ILI I -
Lf* CANNED'
A
SNNED'
ey
9 Wde County
W,
0
_j
6
L)
aUJI
c
2
a)
0
2) T
0
0
U)
z
a)
w
a)
w
c:,
z
w
EL
Z
U
c)
w
—i
w
0
0
DRAWN -BY: --
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
3127/06
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM &aOCIATES, LLC
' '387
P, X 10039
X TaV:FIL 33679
q, lqA
Ting No. - 060327
SHEET 1 OF 2
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 401 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-T5 Alloy, or 6063-T6 Alloy
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 edqe 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
%2"
I V."
9. Structure has been designed to meet the 6111 Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Vult,
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 (ASD).
10. Concrete anchors may be "Large Diameter Tapcons" (LTOs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws
or approved equal.
11. Aluminum roof pans shall be of aluminum alloy 3105-H14 or 3105-H28. Composite panel skins shall be of aluminum alloy 3105-H15
or 3105-H25.
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Fax: (813) 374-0322
Rev./Datd Description
Q7/19 ISSUED
2017
Al I
0
0
T
U
J
C
Q
o
w
U
c
�
O
O
U
�
z
c
z
�
O
a
H
•
J
Q
Z
U
W
to
d
�
U
�
DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
3/27106
DO YEON KIM, P.E.
FLA. R UMBER 49497
DO KI & ASSO IATES, LLC
CA# 887
P
Ta FL 33679
Drawing No. - 060327
SHEET 2 OF 2