HomeMy WebLinkAboutSLAB - POST DETAIL0
TOP 6
2 12'
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(SEE PLAN
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Y14xW SMS. V/INTEGRAL 314'0 WASHER Al
NEOPRENE GASKET TOP 6 014,A' S.NS BOTTOM,
l2' O.C. IF CLEARANCE PROHIBITS INSTALLATION
OF TOP FASTI31ERS USE ➢14 S.M.S. 2 12. O.C.
COMPLETELY THROUGH COMPOSITE ROOF.
ri'0,2Y1' LAG SCREW O 12' O.C..
(1) WITHIN 3' OF EDGES (TYPJ--^,,...��„�^
M10x(PANEL THICKNESS.I') SN.S V/ IK'0 FENDER WASHER '�.
1'x2' O.B. OYPJ AND NEOPRENE GASKET '12' DC. _�. 3' COHPDSIS .
ROOF PANEL DO K I M
NOTE: SR10_.
FOR BLOCK FRAMED HOUSES USE &ASSOCIATES, LLC
�` #144)£' CONCRETE SCREW O O O O O O O O O'Q O
SECURE FASCIA TO EACH RAFTER TAIL lam. O 18' O.C., 1 WITHIN 3' WOOD FRAME WAIL O O O O O O 0 0 O O' OC
O O O O O O O O O O. O.
V/ (D Y'0 x 4' LONG PAN READ LAG SCREWS �) OF EDGES (M-) 00 O 00000 OOO000 0000O' C CONSULTING
BEFORE ATTACHING RECEIVING CHANNEL
II „Opppn.. FIEVIEWED - �`� STRUCTURAL
EXTRUDED pR BRAKE -FORMED ROOF HEWER 11' /� '.1 I �. ENGINEERS
— ORVI RECEIVING CHANNEL (ED44' NIN THICKNESS) TYPICAL SCREEN EDGE TO STRUCTLIGODE VOMR E j U
WITH MIN. p£' BEARING LED ( ATTACH EACH SIDE OF UPRIGI(T
O) Y. x 2' LAG SCREW B 24' O.C. I " Q°�,�� TO EWE BEAM WITH IS) olw- PO BOX 10039
- ENTIRE LENGTH OF RECEMNG CHANNEL CONNECTION DETAIL a�Te LIUCIE L' 1' � S.M.S.. INTOSCREW BOSS, (4))SCREWB
SOFFIT ((:O CC EACH 510E (TYP.) - �( a, FL 33679
Tel: (Tam813) 374-0321
I � --- d0C-COWMN/POsr J +1 Fax: (813)374-0322
F (SEE PLAN TOR SIZE)
RevJOat Description
-y" SEE PION• R SIZE 0 7119 ISSUED
2017
SEALANT -,�•-- x Ix O.B. F ED TO CORNER ` \ 0
y,• m x PJf' LONG VOpO LAG SCREW OR sEc_noNJNTH B14a1)j• 5.M.5.0 \" COMPOSITE ROOF TO HOLLOW EDGE B M 4 $' 0 x 2$' LONG MASONRY ANCHORS ICJJ _
SLOPE ' ' TO
2 24. O.C. NO. 24 °' W Y CONNECTION DETAIL''
O O O O' er'• .� 2z2x91 ANGLE 2' LONG T (EACH SIDE) azY _
0000000 HOST STRUCTURE W/(2)) JI4.Y- S.M.S. TO POSE o.�3
O O O & 3/ 0 H.D. GPLV. W. BOLT uilb i
O O O O ' ' MgSONRY OR Vp0➢l W/ 211/2' E9N. EMBEDMENT
EXTRUDED OR BRAKE -FORMED ROOF HEADER -(GLUM F
OR RECEIVING CHANNEL (0444- MIN. THICKNESS) '
WITH MIN IW BEARING LEG. 4` 'I, MAX. THICK AVERS
CORNER POST / COLUMN TO FOUNDATION sE IN MORTAR ON TOP FOO ER
CONNECTION DETAIL f C
.i \ L °.8. WILE PUr .
MAR 2 0 2019 1xbW BY 3• LONG
ANGLE, EACH SIDE MPJ 2x3 GIRT/(CHAIR
ST. Lucie County, Permitting
BEAM SUPPORT 16ANGLE, E96 SIDE (IYP.)
COLUMN/POsT WO CONCREE CHOR
S.M.S. WITH MIN. i§'
+' EDGE DISTANCE W/2)(I' EMBEDMENT•IHfO
D• 2x2x1/8' x 2' W. ANGLE STRUCTURAL CONCREI(TW.)
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COLUMN TO CONCRETE/ MASONRY 0 0 _
CONNECTION-DETAI ,..
EDGE OF
PLAN VIEW
Ij MIN. (4) 814x1• LONG
(4) B144- S.M.S., S.M.S. Iwo SCREW BOSSES
2 SCREWS (1YP. ALTERNATIVE)
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
APPROXIMATE
GRADE
$i Ox5' CONCRETE SCREWS O 24' O.C. �236' MN. CONC.
(T(P.). %- CONIC. EMBEDMENT (MIN.) EMBEDMENT (TYP.)
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
(OPTIONAL) -.100
E
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POST W?W.M. OPSI,
R FIBER REINFORCED O
[POLYPROPYLENE F18ER - 1.5
POUND (MIN.)PER C.Y.]
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THICKENED EDGE
SLAB/POST DETAIL
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DRAWN BY:
DYK
CHECKED Br.
DYK
SCALE:
AB SHOWN
DATE: 3a7106
BY
St. Lucie County
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
00 KIM & SS
IATES, LLC
887
P 039
Tam FL33679
'; IY' l9
Drawing No. - 060327
SHEET 1 OF 2
`2Rno PSI MIN.
° v CONCRETE STRENGTH
CIMATE Q I i I—<� DO K I M
'RA
DEI & ASSOCIATES, LLC
_ d
-IIIII IIIIII� �; CONSULTING
STRUCIII- ENGINEERS
�I II I I I II I II' — COMPACTED ORi
PO BOX 10039
_III d. ' , ° III=II UNDISTURBED SOIL/SAND Tampa, FL 33679
d
(1)-#5 REBARCONTINUOUS Fan (813)374-0322
—II ,
-III I I —I 3" MIN. CONC. ICOVER, 36"
I —II —III—I II —II I —II -I I I- MIN. LAP SPLICE RevJDal Description
-I I I; I I I I I I I I„I I I I�( I I I� I I �' o p;; ISSUED
12" MIN.
,4%General Notes and Specifications: o
1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate IL
CONTINUOUS PERIMETER FOOTER Y Y 9� P
consideration. A
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" SMS at 24"o.c., top and bottom.
7. Connections using
screw
bosses shall have minimum
(4)410x2" 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
3/3'
V16'
#14 (1/4")
0.250
1/2"
5/8"
9. Structure has been designed to meet the 6T" 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 O.B8 for screen mesh factor, 0.6 for allowable stress design (ASD). F,/ a ��PP
10. Concrete anchors may be "Large Diameter Tapcons" (LTOs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Sc�9
or approved equal.
11. Composite panel skins shall be of aluminum alloy 3105-H15 or 3105-H25.
SCALE AS SHOWN
DATE: 327I06
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DOtC
S2OCIATEB, LLC
6887
039
pa, FL 3679
Drawing No. - 060327
SHEET 2OF2