HomeMy WebLinkAboutDESCRIPTION SPECIFICATIONS DETAILS•r
'(5) #1406' SMS W/ INTEGRAL: ' 0 MAX.
WASHER AND NEOPRENE GASKET
PER 12' WIDE PANEL, E0SPACED (TYP.)
(RISER PANS)
(❑R SEALANT
#14xW SMS W INTEGRAL �'4'0
WASHER AND EOPRENE GASKET
e 12, O.C. T P 6 BOTTOM. —\
4-
SLOPE
00 00000
O O O O
2000000000
14' FLASHING CCONT.)
TUCK UNDER SHINGLED
e LEAST 6'
SECURE FASCIA TO EACH RAFTER TAIL
V/ (1) ;14'0 x 4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING RECEIVING CHANNELJII
EXTRUDED OR BRAKE -FORMED RGOF HEA1
pR RECEIVING CHANNEL (OA44' MIN. THI SS)
WITH MIN. IW BEARING LEG.
(1) WO x 2' LAG SCREW a 24' O.C•
ENTIRE LENGTH OF RECEIVING CHANNEL
i— SOFFIT
COMPOSITE ROOF TO HOST STRUCTURE
CONNECTION DETAIL
3x3xO.093 POST MIN.
`
(6) #14x%1 S.M.S. TOTAL,xd EACH LEG
a
%' MIN. C-C SPACING �fFP•)
v
3' BASE INSERT W✓P®06' VERTICAL LEGS
)¢' THICK 60636 ALLOY (TYP.)
WLJ
a¢
d
(2) %'0 STAIN1IIP�ESS STEEL OR
HOT DIPPED GALVANIZED
W y
'uQ
WEDGE ANCHD S V/ 24' MIN.
EMBEDMENT I
Tp CONCRETE.
m
TOP OF
CONCRETE ;��• �).,�••
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, 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"
Y2"
#12
0.219
3/8"
9/16 "
#14 (1/4")
0.250
'/2"
5/8"
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 D. Design pressures are from Table 2002.4,
2013 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASD).
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-H14 or 3105-H28. Composite panel skins shall be of aluminum alloy 3105-HlS
or 3105-H25.
NDATION
APPROXIMATE
GRADE
AND NEOPRENE-GASKET-e_12' D.C. Or )EDGE BEAMS
#SOxS�S.M.S'- '0
FENDER VASHE12aQQND
4' COMPO ITE NEOPRENE GASKET`,
ROOF P EL = SLOPE =_-__„ a 12' O.C. ALONG EDGE BEAMS
w_-
�.
00�000�0�0 000�0�0�0�0 C
0000000000 00000000000 C
S.M.H. BEAM
(SEE PLAN FOR SIZE)
NOTCH POST TO ACCEPT
BEAM (NOTCH DOES NOT'
NEED TO BE CENTERED)
BEAM STITCHING SCREW T 6 B e
24' 11C.';2SEE TABLE FOR SIZE)
2x2 Ya- MIN. THICK ANGLE (EACH SIDE)
(ANGLE LENGTH = DEPTH OF BEAM)
7)-#140'4" S.M.S.
EACH SIDE OF BEAM}
EDGE BEAM .
(SEE PLAN FOR
Oo 't SIDE EDGE BEAM.
000
u CSEE PLAN FOR SIZE)
0
0 2Y8'x2' REC, CHANNEL`N�
S.M.S., EACH SIDE
OR (3)-%'0 THRU-BDLT�"�
W/ I}'0 WASHER
(3)-%'0 THRU-BOLT
W/ 1J'0 WASHER ,?
(MIN.) 3x3xD.093 POST ^ I
(SEE PLAN FOR SIZE)
ROOF TO EDGE BEAM
(3) Y4 0 x W LONG WOOD LAG SCREW OR
(3) Ys 0 x 2Y� LONG MASONRY ANCHORS
- HOST STRUCTURE At
EQUALLY SPACED (T
2I
Z
d,'
LLY a '
HOST STRUCTURE (MASONRY
CONNECTION DETAIL
D❑ KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 374-0321
Fax: (813) 374-0322
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DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
3/27106
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO & ASSOC TES, LLC
CA# 2688
O 39
Ta FL 679
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----UNDISTURBED S❑IL OR COMPACTED
CRUSHED LIMER❑CK (90% PROCTOR)
THICKENED EDGE �--8a� #5 REBAR C❑NTINU❑US, SPLICE
UST OVERLAP 20' MIN, Drawing No. - 060327
SLAB/POST DETAIL 3' COVER (TYP.)
SHEET 1 OF 1
4" NOMINAL CONCRETE SLAB
POST W?W.M. 500 OR FIBER REINFORCED
[POLYPROPYLENE FIBER — 1.5
POUND (MIN.)PER C.Y.]
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