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26887
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(1) Yi 0 x 2' LAG SCREW @ 24' O.C. MIN. 0.050" WALL ' TO EDGE BEAM WITH (8) #10x2"
SLOPE ENTIRE LENGTH OF RECEIVING CHANNEL CONNECTION DETAIL THICKNESS) I S.M.S., INTO SCREW BOSS, (4) SCREWS PO BOX 10039
EACH SIDE (TYP.) Tampa,FL 33679
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/ Rev.Date Description
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OF TOP FASTENERS USE #14 S.M.S. @ 12' O.C. SCREEN
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9 APPROXIMATE °' "e• a+ a FLA.REG.NUMBER49497
1x2 O.B. SOLE PLATE GRADE I III III III III �,. ••
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COLUMN TO CONCRETE/MASONRY O ® -III=III=III CA#26BB7
CONNECTION DETAIL
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O CRUSHED LIMER❑CK (90% PROCTOR) Tampa,FL 33679
#5 REBAR C❑NTINU❑US, SPLICE
MUST OVERLAP 20' MIN.
3' COVER (TYP,)
EDGE OF CONCRETE I I' (TYP.) NZ THICKENED EDGE
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PLAN VIEW v SLAB/POST DETAIL Drawing No. -060327
SHEET 1 OF 3
#10x5' S.M.S. W/ IWO FENDER WASHER
AND NEOPRENE GASKET @ 12' O.C.
SEALANT Yi 0 x 2Y2' LONG WOOD LAG SCREW OR #10xT S.M.S, W/ 1Y4'0 3x3z0.093 POST (MIN.)
Yi 0 x 2Yi LONG MASONRY ANCHORS FENDER WASHER AND ( )
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IF CLEARANCE PROHIBITS INSTALLATION OF TOP WITH MIN. 1Yz' BEARING LEG. 2X'x2' REC, CHANNEL
FASTENERS USE #14x4' S.M.S. W/IY4' 0 FENDER S.M.B. BEAM W/(4)-#12x ' S,M.S., EACH SIDE TOP OF CONCRETE t
WASHER AND NEOPRENE GASKET @ 12' D.C. (SEE PLAN FOR SIZE) . ,a.•.+% ,... '� ••,�, ° ,' PO BOX 10039
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(2)-%'0 THRU-BOLT Tampa,FL 33679
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SEE PLAN FOR SIZE 2x3 NOTE: STUD
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q EXTRUDED OR BRAKE-FORMED ROOF HEADER
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Z CONNECTION DETAIL —
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1 2" MIN. EQUALLY d.
SPACED (TYP.) C
(2)Y4" 0 x 21z" LONG WOOD LAG SCREW OR
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2 4" NOMINAL CONCRETE SLAB DRAWN BY: DYK
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W.W.M. OR FIBER REINFORCED SCALE: AS SHOWN
[POLYPROPYLENE FIBER - 1.5 DATE: 3/27/06
POUND (MIN.)PER C.Y.]
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d DO YEON KIM,P.E.
APPROXIMATE +° FLA.REG.NUMBER49497
GRADE
d� .�+.• .
I I I I I I III +. •.,+,�' •d ` _ DO KIM&ASSOCIATES,LLC
=I I I—I I I— I I—I I a. �s PO BOX6 87
039
1 I—III—III I I I— y A. Tampa,FL 33679
-III—I I I— I1=11 ':. ��UNDISTURBED S❑IL OR COMPACTED
CRUSHED LIMER❑CK (90% PROCTOR)
EXISTING �8 #5 REBAR C❑NTINU❑US, SPLICE
MUST OVERLAP 20' MIN,
SLAB/POST DETAIL 3' COVER (TYP.)
Drawing No. -060327
SHEET 2 OF 3
2500 PSI MIN.
:d afMT==_1111
CONCRETE STRENGTH
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D O K I M
APPROXIMATE a & ASSOCIATES, LLC
GRADE
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STRUCTURAL
ENGINEERS
�COMPACTED OR
=:I I UNDISTURBED SOIL/SAND PO BOX 10039
\ Tampa,)3 33679
4-032(1)—#5 REBAR, CONTINUOUS Tel (813)374-0321
Fax:(813)374-0322
3" MIN. CONC. COVER, 36"I I I= MIN. LAP SPLICE Rev./Dat Description
-I I -III—III—III-11 =
201; ISSUED
I�
12" MIN.*
General Notes and Specifications: �
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MIN. CONTINUOUS PERIMETER FOOTER 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=3000 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 31&
3. All dimensions are provided by contractor, DO Kim & Associates, LLC have made interpretations where necessary.
d. 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 c
there is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host o w
structure capacity. U
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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. O
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6. Unless otherwise noted, SMB shall be stitched with #10x3/4" SMS at 24"o.c., top and bottom. w
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T. Connections using screw bosses shall have minimum (4)-#10x2" per connection unless shown otherwise. a _O 0
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8. Unless otherwise shown, screws shall have minimum edge distance and center-to-center distances as shown in this table. z d v
FL
C-1022 Low Carbon Steel SMS & Self-Drilling (TEK) Screws (Industry Standard Screws) U Lu
Nominal Screw Diameter Minimum Center to Center DRAWN BY: DYK
Minimum Edge Distance CHECKED BY: DYK
Screw (in) Distance SCALE: ASSHOWN
#10 0,188 5/16'` 1/2, DATE: 3/27/06
#12 0.219 Ve" 9/6"
#14 (1/4") 0,250 1/2" 5/8"
DO YEON KIM,P.E.
FLA.REG.NUMBER 49497
9. Structure has been designed to meet the 711 Edition FBC (2020 FBC). Project Is sited where the ultimate design wind speed, Vulf, DO KIM&ASSOCIATES,LLC
is 150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4, CA#26887
PO BOX 10039
2020 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASD). Tampa,FL 33679
W. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong--Tie Anchors or Titian Screws
or approved equal.
M. Composite panel skins shall be of aluminum alloy 3105-H1S or 3105-H2S. Drawing No. -060327
SHEET 30F3