HomeMy WebLinkAboutTYPICAL SCREEN ROOM DETAILSFLASHING, SEAL AS REO'D,
#14x1¢' SMS W/ INTEGRAL 3/4'0
WASHER AND NEOPRENE GASKET
TOP 4 #14xYa' SMS BOTTOM.
e 12' D.C. (COMPOSITE ROOF)
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Y4'0x215' LAG SCREW ®12" O.C.,
(1) WITHIN 3. OF EDGES (TYP.)
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1'x2. O.B. TYP. #10x(PANEL THICKNESS'+1') S.M.S. W/ lY'0 FENDER WASHER
(TYP.) AND NEOPRENE,�GASKET a 12' D.C. •3';COMPOSITE
ROOF,RANEL
NOTE: jEE�STUD �
FOR BLOCK FRii��
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--- - - -- - -#14x2Yi=CONC- _O__- O- O--O—O- - O--O- -WOODFRAMEWALC 6 O OO O0 0 O 0 O CFASCIA TO EACH RAFTER TAIL ® 18" O.C., 1 r 0 0 O O O O O O O O O
OF EDGES (TYP.) O O O O O O O O O O O C
W/ (D Y.'0 x 4' LONG PAN HEAD LAG SCREWS O n O n O - O — O J, O ,� O ,_ O ., O ..-O -O t-
BEFORE ATTACHING RECEIVING CHANNEL JJJJ - - -
EXTRUDED DR BRAKE -FORMED ROOF HE
OR RECEIVING CHANNEL (0.044' MIN. THIIICCKNESS) EDGE BEAM
WITH MIN. IW BEARING LEG. TYPICAL SCREEN EDGE TO STRUCTURE f (SEE PLAN FOR SIZE,
E0 E-LENGTH 0 -R CEEMNG-CWWNa - NECTION DETAI J ��HICKNESSO} W�—
SOFFIT
�.�!`= � _ r . - ,.-�;r• COLUMN/POST �
(SEE PLAN FOR SIZE)
DO KIM
& ASS❑CIATES, LLC
CONSULTING
' STRUCTURAL
�;;• ENGINEERS
ATTACH EACH SIDE OF UPRIGHT
70-.EOGF.B_EA�! WRH (8)-#10x2
SM.S. INTO SCRE14-BOSS,(4)
EACH SIDE (TYP.)
SEE PLAN FOR�SIZE y
COMPOSITE PANEL >+-t'°"'" - ;-'> '=
(SEE PLAN FOR SIZE)
C ❑ R) - A.R._- - ~�.
^- SEALANT Ix O.B. FASTENED TO CORNER
y' +a x z3f LONG WOOD LAG SCREV`ORz� SECTION WITH`�1ax1)4 s.Ms.® COMPOSITE ROOF TO HOLLOW EDGE BEAM .d
- ^=o_-•- •e A' 0 x 2Y.' LONG MASONRY ANCHORS -
"y-%- SLOPEce-- 24. O.C�' w N 0
e 24' O.C.DcMAX.MAxww�� j �� CONNECTION DETAIL
%F O O O O O O' ' 2x2 f x1(7 ('ANGLE 2' LONG (EACH SIDE) ¢ ~•
ff 0000000000— HOST STRUCTURE F W/(2)Tj14x3'4" S.M.S. TO POST oy�
cT. OOOOOOOOOO O - (MASONRY DR WOOD) 0& 3%80 H.D. GALV. EXP. BOLT
s/ 2 1/2" MIN. EMBEDMENT
1ff �f 1 COLUMN
/ EXTRUDED OR BRAKE -FORMED ROOF HEADER 91 q
#14,SkcYz S.M.S. W/INTEGRAL 3/4'0 WASHER AND OR RECEIVING CHANNEL (0.044' MIN. THICKNESS)
NEOPRENE GASKET TOP 4 #14xYe' S.M.S. BOTTOM, a WITH MIN. Il!' BEARING LEG. ?'t %� 2)i" MAX. THICK BRICK PAVERS
12'D.C. IF CLEARANCE PROHIBITS INSTALLATION 'SCORNER POST /COLUMN TO FOUNDATIQN' SET IN MORTAR ON TOP OF FOOTER
OF 1T,DP FASTENERS USE #14 S.M.S. a 12' O.C. ,r
COMPLETELY THROUGH COMPOSITE ROOF.F •4\ CONNECTION DETAIL "�~ RED O.B. SOLE PLATE
COMPOSITE ROOF TO HOST STRUCTURE
CONNECTION DETAIL
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s•- r
r.
r--
� _.�_,� r lx1xK" BY 3' LONG fi- L
..-..:_- , •a '• 4 Q ::~. `S
---`'`'—`- ANGLE, EACH SIDE (TYP.) 2x3 GIRT/(CHAIR RAI'L)'-,
Y4 0x5" CONCRETE SCREWS ® 24" O.C. 2%' MIN. CONC.
�y (TYP.), 1J¢• CONC. EMBEDMENT (MIN.) EMBEDMENT (TYP.)
-"
� _.-, I TYPCIAL FRONT VIEW OF POST TO
"j
~� �`• —1 _ 1:, IN. (4) #140" LONG ;J
•,"--'�-�-"- __- ._ S.M.S. INTO SCREW BOSSES FOUNDATION CONNECTION WITH PAVERS
(4) #14xv¢- S.M.S.. (TYP. ALTERNATIVE),,
2 SCREWS
UPRI
(OPTIONAL)
- EACH LEG (TYP.)
BEAM SUPPORT J6" ANGLE, EACH SIDE",(TYP) UPRIGHT
t�-
•t.-: �• COLUMN/POST Y4"0 CONCRETE ANCHOR''
p¢ S.M.S. WITH MIN.•
EDGE DISTANCE W/2y" EMBEDMENT INTO
a'
STRUCTURAL CONCRETE (TYP.)
1°%` T 2x2x1/8" x 2• LG. ANGLE �' -
SIDE) #14x3/4• S.M.S
1"x2" O.B. SOLE PLATE �•Y. CHAIR RAIL / GIRT TO POST
(E"�;:,
0 CONNECTION DETAIL 0
O O k.
" NOMINAL CONCRETE SLAB
cu
4
4 -1":' f a' •�� }' 2500 PSI, MIN. W 6x6x10 10
Do —POST W.W.M. OR FIBER REINFORCED
3" MI (TYP.) Y4"0x2}',' CONCRETE I [POLYPROPYLENE FIBER — 1.5
SCREW ANCHOR ® 24" D.C. I '•.; POUND (MIN -)PER C.Y.]
AND 9" FROM POST (TYP.) /� Z
�1 r CO —
9, COLUMN/POST
a .
.4
1x2 O.B. SOLE PLATEt4l*'•( - - a•
COLUMN TCONCRETE/MASONRYFof aAPPROXIMATE
1=CON' y , GRADE 'IMi —IIII—I 11=1 I I=1 I I —I II I1
NECTION DETAILI-
IIIaI I
I '" .40: 4 ' . _`UNDISTURBED SOIL OR COMPACTED
CRUSHED LIMER❑CK (90% PROCTOR)
THICKENED EDGE (� #5 REBAR CONTINU❑US, SPLICE
-`3 EDGE OF CONCRETE 1' (TYP.) a 8��
MUST OVERLAP 20' MIN,
PLAN VIEW SLAB/POST DETAIL 3' COVER (TYR)
Tampa, FL 33679
Tel: (813) 374-0321
Fax: (813) 374-0322
W2017I ISSUED I
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DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
3/27/06
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM & OCIATES, LLC
A# 6887
P B X 10039
Ta F 3679
�-IT d
Drawing No. - 060327
SHEET 1 OF 2
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 shalt have a min. yield strength of 40,000 psi (grade 4011 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 structure's 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=753 Alloy, 6005-T5 Alloy, or 6063-T6 Alloy
6. Unless otherwise noted; SMB shall be stitched with #10x3/4" SMS at 24"o.c., top and bottom.
T 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.
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"
'/2"
#12
0.219
3/8"
9/16 ,
#14 (1/4")
0.250
%2"
5/8"
9. Structure has been designed to meet the 6111 Edition FBC (2017 FBQ. 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,
2013 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASO).
10. Concrete anchors may be "Large Diameter Tapcons" (LTOs), 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 3105-1-128. Composite panel skins shall be of aluminum alloy 3105-H15
or 3105-H25.
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
Tampa, FL 33679
Tel: (813) 374-0321
Fax: (813) 374-0322
I Q 17119 I ISSUED
2017
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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 KIM SOCIATES, LLC
CA# 6887
P B 10039
FL 33679
+y
Drawing No. - 060327
SHEET 2 OF 2