HomeMy WebLinkAboutPROJECT INFORMATIONVtAtjr-
pup C
rn
E
M
L
�F•L
col)
Cf
z'ojH
NLv �Zvq.g$) uLy 630 SCQEE7AJ)
ST LUCIE COL -,Ty RL,ILD . ' - SiO'N
REWFIVED FOR CO. E
REVIEWED BY -
DATE
PLANS AIND �'F-MT ST BE PT ON JOB
OR NO R'SPECTION WILL BE Nt
ESE PLANS AND ALL PROPOSED WORK
E SUBJECT TO ANY CORRECTIONS
QUIRED BY FIELD INSPECTORS THAT
MAY BE NECEEBARY IN ORdEP i0
COMPLY WITH Ali, ARPLIOAPLG OADERs
,`o1A CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
L E P Y
DO YEt'7N KIM,, P_E.
FL -A. L_IC_ NUNI11%1 Ft 49497
CA. # 268
nO KIM a& C., L.0
P:d. Bic 1 m
TAMP/, F:L 3. �q
(813jr 875=99IS �i�
G
(5) 01406- SMS WVINTEGRAL Y's 0 34 MAX.
WASHER AND NEOPRENE GASKET
PER 12' WIDE PANEL, EQ. SPACED (TYP.)
(RISER PANS)
C❑R) SEALANT
#14x1¢' SM W/ INTEGRAL %'0
WASHER A" NEOPRENE GASKET 00
COMPOS TE ROOF)�TTOM.
SLOPE
.000000000
00000000?
pia' FLASHING (CONT.)
—TUCK UNDER SHINGLED
( @ LEAST 6' _
SECURE FASCIA TD EACH RAFTER TAIL1
W/ (1) YV0 x 4' LONG PAN HEAD LAG 5
BEFORE ATTACHING RECEIVING CHANNEL
EXTRUDED OR BRAKE -FORMED ROOF HEA1
OR RECEIVING CHANNEL (0.044' MIN. TK
WITH MIN. IW BEARING LEG.
(1) WO x 2' LAG SCREW @ 24' O.C.
ENTIRE LENGTH OF RECEIVING CHANNEL
.— SOFFIT I
730093 POST (MIN.)
•_
(6) #14x S•MTo TAL, (3) EACH LEG
a
V MIN. C-C ACING (TYP.)
v
3' BASE INSERT W/lY' VERTICAL LEGS
W W
)y' THICK /9 063-T6 ALLOY (TYP)
Qzz CL
(2) Wo ;)STAINLESS STEEL OR
W H v
HOT DIPPED GALVANIZEDyuq
WEDGE ANCHORS W/ 2Y' MIN.
y�
EMBEDME,JT INTO CONCRETE.
CU
TOP. OF CONCRETE . • . ••
'.
�•
.d %•.•
t
•.'•
3' COMPOSITE PANEL-/ �+�"�"�
l+f1AAtl/1QITC C/I/lC T!1 LJlICT-CTOI 1l�TI 1CC -".=POVT TO
,Oeneral Notes and Specirications:
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-T5 Alloy, or 6063-T6 Alloy'
6. Unless otherwise noted, SMB shall be stitched with #100/4" SKIS at 24"o.c., top and bottom.
r
7. Connections using screw bosses shall have minimum (4)410x2" per connection unless shown otherwise.
21b'x2' REC. CHANNEL
OR 2x24" BY 4' LONG
8. Unless otherwise shown, screws shall have minimum edge distance and center -to -center distances as shown in this table. ANGLE, EACH SIDE (TYP.)-
C-9022 Low Carbon Steel SMS &Self-Drill'mg (TEK) Screws (Industry Standard Screws) (6)�#123 4' S.M.S., EACH
LEG
Screw
Nominal Screw Diameter
(In)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
5&-
V2"
#12
0.219
3/0-'
9/g'
#14 (1/411)
0.250
y/2"
5
9. Structure has been: designed to meet the 61 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 C. Design pressures are from Table 2002.4.
2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASO).
10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws
or approved equal.
11. Aluminum roof pans shall be of aluminum alloy 3105-1114 or 3105-H28. Composite panel skins shall be of aluminum alloy 3105-H15
or 3105-H25.
EDGE
APPROXIMATE
GRADE
010x4' S.M.S. W/ IWO FENDER WASHER 1
.SAND_ NEOPRENE GASKET @ 12' D.C. ON A, .�s sF BEAMS
#10x4' S.M.S. W/ IYi 0
:"-4ENDER WASHER AND
COMPOSITE NEOPRENE GASKET
ROOF PANEL SLOPE @-12';O.C..NALONG EDGE BEAMS
s
0000000000 00000000000 C
0000000000—0-00000000 C
k.KB'
p I'SIDE EDGE B
<SEE PLAN F
BEAM 2)(3'x2' REC.
•
(SEE PLAN FUR SIZE) W/(8)-#12xJ'
` OR (3)-%'0
NOT OST(3)-
, TO ACCEPT !' W/ 1}'0 WA
BEAM CNOTCHIDOES NOT '0 THRU-BOLT NEED To BE�CENTERED) W/ 11.0 WASHER
BEAM STITCHING SCREW T & B @�
24' O.C. (SEE TABLE FDR SIZE)�� (MIN.) 3x3x0,093 POST
(SEE PLAN FOR SIZE
_ 7
COMPOSITE ROOF TO EDGE BEAM
CONNECTION DETAIL
24 )b- MIN. THICK ANGLE (EACH
(ANGLE LENGTH = DEPTH OF BE
7)-#14)cY4- S.Mts`
(EACH SIDE OF'BEAM)
_(
CARRIER BEAM �
(SEE PLAN FOR -,SIZE) `
(2)-Y1 0 x
ANCHORS.
LONG MASONRY
HOST STRUCTURE
(MASONRY OR ',WOOD)
DETAIL
N
EACH SIDE
ILT
0) Yi 0 x 2V LONG WOOD LAG SCREW OR
(3) Yi 0 x 24 LONG MASONRY ANCHORS
HOST SfR11GIURE ANCHORS
EQUALLY SPACED (TYP.)
i
L.
• is
p i
•
HOST STRUCTURE (MASONRY OR WOOD)
JST STRUCTURE
:TION_DETAIL
4" NOMINAL CONCRETE SLAB
(2500 PSI, MIN.) W/6x6x10/10
W.W.M. OR FIBER REINFORCED
[POLYPROPYLENE FIBER - 1.5
POUND (MIN.)PER C.Y.]
c Z
H
.'• : d.
• • ' 4 �d' •.•.
•. . •d
•' 4d .. UNDISTURBED S❑IL OR COMPACTED
CRUSHED LIMER❑CK (90% PROCTOR)
THICKENED EDGE �841
SLAB/POST DETAIL
#5 REBAR C❑NTINU❑US, SPLICE
MUST OVERLAP 20' MIN,
3' COVER (TYP.)
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 374-0321
Fax: (813) 374-0322
071181
2015 ISSUED
J
o
p
Ia-
a
o
lLl
Co
U
1
DRAWN BY.,
DYK
CHECKED BY:
DYK
SCALE:
AS SH(
DATE:
3/27/06
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO & A OCIATES, LLC
CA# 6887
OB 1 9
T pa, 33679
Drawing No. - 060327
SHEET IOFI