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Date:2021.05.24
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®O PEON KIM,F'LeEk_ L1C. NUMME1? 49497"
CA_ a 26887
®® FCIM 86 ASS®C_, LLC
P-®_ 130X 10039
TAMP^, FL 33679
(813) 875-9955
Y4"0x2YZ" LAG SCREW ® 12" O.C.,
(1) WITHIN 3" OF EDGES (TYP.)
TYP. AND N THICKNESS+1') S.M.S. W/ lYa's' FENDER WASHER
1"x2" O.B.
(TYP.) AND NEOPRENE GASKET @ 12' D.C. COMPOSITE
ROOF PANEL D K I M
NOTE: STUD
FOR BLOCK FRAMED HOUSES USE -- --- ------- - - ---- & ASSOCIATES, L L C
#14x2Yz" CONCRETE SCREW v-- 0- U 0 0 O O U U O C
O O O O O O O O O O O
, WOOD FRAME WALL O O O O O O O O O O O C
SECURE FASCIA T❑ EACH RAFTER TAIL ® 18" O.C., 1 WITHIN 3' O O O O O O O O O O O
OF EDGES (TYP.) O O O O O O O O O O O C
FLASHING, SEAL AS RED'D, W/ Cll y'0 x 4' LONG PAN HEAD LAG SCREWS O�O�O,�O,�O,� O0000__�__o__= CONSULTING
BEFORE ATTACHING RECEIVING CHANNEL STRUCTURAL
WASH' SMS W/ INTEGRAL 3/4'0 E N C,I N E E R S
WASHER AND NEOPRENE GASKET ® EXTRUDED OR BRAKE-FORMED RO❑F HE �i
TOP & #14xYz' SMS BOTTOM. OR RECEIVING CHANNEL (0.044' MIN. THI KNESS) EDGE BEAM
@ 12' D.C. (COMPOSITE ROOF) WITH MIN. IY,' BEARING LEG. TYPICAL SCREEN EDGE TO STRUCTURE (SEE PLAN FOR SIZE, ATTACH EACH SIDE OF UPRIGHT
(1) S4'0 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) S.M.S., INTO SCREW BOSS, (4) SCREWS PO BOX 10039
EACH SIDE (TYP.) Tampa,FL 33679
O O O O O SOFFIT Tel:(813)374-0321
O O O O O O O O O O O �/' Fax:(813)374-0322
O O O O O / COLUMN/POST
O O O O O O (SEE PLAN FOR SIZE)
Rev Date Description
COMPOSITE PANEL) SEE PLAN FOR SIZE
7/19 2017 ISSUED
(SEE PLAN FOR SIZE) �.
R SEALANT 1x O.B. FASTENED TO CORNER
Y4' 0 x 2Ya' LONG WOOD LAG SCREW OR
Y4' 0 x 2Y4' LONG MASONRY ANCHORS SECTION WITH #14x1J¢" S.M.S.® COMPOSITE ROOF TO HOLLOW EDGE BEAM 0
SLOPE @ 24' ❑,C, MAX. 24 O.C. w ni
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wWa CONNECTION DETAIL
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O O v O O O O ° 2x2>06"ANGLE 2" LONG (EACH SIDE) X¢~
00000000000 W/(2) #14x3/4" S.M.S. TO POST Zy�
O O O O O HOST STRUCTURE & 3/8"0 H.D. GALV. EXP. BOLT oo a
O O O O O O' (MASONRY OR W0❑D) W/ 2 1/2" MIN. EMBEDMENT
COLUMN Q
EXTRUDED OR BRAKE-FORMED ROOF HEADER
#14xY2' S.M.S. W/INTEGRAL 3K4'0 WASHER AND OR RECEIVING CHANNEL (0.044' MIN, THICKNESS)
NEOPRENE GASKET TOP & #14xYz' S.M.S. BOTTOM, @ WITH MIN. 1Y,' BEARING LEG. 2Yt" MAX. THICK BRICK PAVERS
12' D.C. IF CLEARANCE PROHIBITS INSTALLATION CORNER POST/COLUMN TO FOUNDATION SET IN MORTAR ON TOP OF FOOTER
OF TOP FASTENERS USE #14 S.M.S. @ 12' O.C.
COMPLETELY THROUGH C❑MP❑SITE ROOF. CONNECTION DETAIL SCREEN O.B. SOLE PLATE
COMPOSITE ROOF TO HOST STRUCTURE
CONNECTION DETAIL
1 x1xY8" BY 2" LONG d•. . a, .� ° ..ti. ,'..... ..•t.•d••'• U J
ANGLE, EACH SIDE (TYP.) 2x3xO.07O GIRT/CHAIR RAIL '•a ,• ' " " Q
(SEE PLAN) e Lu
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Y4" 0x5" CONCRETE SCREWS ® 24 O.C. 2%" MIN. CONC. U 0
(TYP.), 1)�" CONC. EMBEDMENT (MIN.) EMBEDMENT (TYP.) 2i
(D O
MIN. (4) #10 LONG TYPCIAL FRONT VIEW OF POST TO 0 O
S.M.S. INTO SCR
EW BOSSES
24 SCREWS S.M.S., (TYP. ALTERNATIVE) FOUNDATION CONNECTION WITH PAVERS z
EACH LEG (TYP.)� W
S.M.B. POST (OPTIONAL) W
C HOLLOW POST z 0�
BEAM SUPPORT Ys"ANGLE, EACH SIDE (TYP.) !2 O U)
COLUMN/POST S.M.S. WITH MIN.3/g" Y4"0 CONCRETE ANCHOR Q
EDGE DISTANCE W/2%" EMBEDMENT INTO
STRUCTURAL CONCRETE (TYP.) z U U
(1 `► 2x2x1/8" x 2" LG. ANGLE CHAIR RAIL/GIRT TO POST w U) a
(EACH SIDE) CONNECTION
S.M.S 1"x2" O.B. SOLE PLATE CONNECTION DETAIL U C)
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0 0 4" NOMINAL CONCRETE SLAB
0 0 (2500 PSI, MIN.) W/6x6x10/10 DRAWN BY: DYK
Z P❑ST W.W.M. OR FIBER REINFORCED CHECKED BY: DYK
w ' f SCALE: AS SHOWN
4 .E� � •° ,. [POLYPROPYLENE FIBER — 1.5
•• 'a4)o' POUND (M N.)PER C.Y.] DATE: 3/27/06
N U �
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3" MI (TYP.) Y4"Ox2Y4" CONCRETE
SCREW ANCHOR ® (T :57:O.C.
AND 9" FROM POST (TYP.) �
e •' °� DO YEON KIM,P.E.
COLUMN/POST a. ° FLA.REG.NUMBER 49497
9° APPROXIMATE ;' ,
GRADE
1x2 O.B. SOLE PLATE I, I I=1 I I I I I— ' •.' ,<•'. DO KIM&ASSOCIATES,LLC
M I I-I I I- I I-I
COLUMN TO CONCRETE/MASONRY ® III-III—III III- ` ' • CA#26667
CONNECTION DETAIL =III=III= II=11 �, Jd'•'. PO BOX10039
_UNDISTURBED SOIL ❑R COMPACTED
0 0 CRUSHED LIMER❑CK (90% PROCTOR) Tampa,FL 33679
�g„� #5 REBAR C❑NTINU❑US, SPLICE
MUST OVERLAP 20' MIN.
3' COVER (TYP.)
EDGE OF CONCRETE I' (TYP.) ti THICKENED EDGE
E
PLAN VIEW SLAB/POST DETAIL Drawing No. -060327
SHEET 1 OF 2
2500 PSI MIN.
:d afMT==_1111
CONCRETE STRENGTH
' d
D O K I M
APPROXIMATE a & ASSOCIATES, LLC
GRADE
_Z IIIIII � . d CONSULTING
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=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 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-HlS or 3105-H2S. Drawing No. -060327
SHEET 2 OF 2