HomeMy WebLinkAboutSCREEN ENCLOSURE DETAILSL
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) 012a3/4' S.W.S.
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STRLCTIRTAL GRADE 2 TDn
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C.C.ENiee: LENGTH M GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
W/ C) KNIa4- LONG PAN HEAD LAG SCREWS'
BEFORE ATTACHING SUPER GUTTER
USE /IW%' SIM O 24' C.C. -
To CONMECTT TO lag OS. TO 20.
(OR) C) YNa2' LG LAC SCREWS
(TYP. a EACH BEAR) lag O.B FASTENED TO COWNN/PC:
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BEANS (Gtl1 �. m
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O 2' O.C.
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M 2a8 5 5 64 16'
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z CONNECTION DETAIL 2.1B 7 7 96 - 716'
YN. (4) JIW- LONG S.W.S. D(TO
- LE®P e (3)) /L2dj- 3.W.3.. FAOI LEG AND 9CREW D0536 (1)P. ALTF19(ATNE)
(6) I19dj' S.W.S. pNMVa TO BEAN/
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BOTTOM 2C O.0
�(EE TOP AND IZES) OF SYB
SEE TABLE FOR sTELS)
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
PURUN FASTENED TO COLUYN/POSf
MRRI (44)MT EAR BENT) IIW* SITS. (EACH AEG)
IroN� t806)-TBALL" B
2a3:m FAYETWL ATTACKED ro
BEAM WITH (])-PlGxr SL.S
D(TO SCREW BOSS. _.
SINS. O 24' O.C.
TO 14 O.B. TO 2.3.
+7I S.YS. EACH SIDE
Y Ow) OR
r7j' SYS. EACH SIDE
J i0R 2d COLUYN TO
.1.1, ' BY 3' LONG
ANGLE; EACH SIDE
(LEG (6)3 SM
TAL
PURLIN TO ROOF BEAM
CONNECTION DETAIL
Y
MD4. 3 1¢' MAX C-C
ALDG OF FASTENTRT (TYPJ
75 NIK REAM EWE
DISTANCE (TTPJ
OR MT
STEER
DO KIM
& ASSDCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tempe, FL 33670
Tet (813) 374-0321
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BY
t. Lucie County
DO YEON KIM, P.E.
FLA. REG. NUMBER45497
DO KIM SOCIIETES, LLC
UBBer
P Box 10039
Tampa, FL 33M
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Drawing No. - 060811
SHEET 1OF3
G9
a
3- MIN. (TIP.)
SEE PLAN FOR
lag GS. FASTENED TO I
SECTION WITH /14.%'?
24' O.C. i)
SIDE)
&MS. WITH MIN.
EDGE O(SIANCE
5-1—A
TOE y4le
4N
EDGE OF
SUPPORT—'- -�`•-
a — -
1/PO
2 1/6' a 2' I.G. ANGLE
W/ (4) JIW/4- S.MS
S.MS. EATK MIN. )§•
EDGE DISTANCE
(EACH SIDS
i6Y CONCRETE ANCHOR
W/2i!• EMBEDMENT ORO
BDNCNkLL CONCRETE
(EACHSIX)
N
-
ANGLE EACH SIDE (TTP.)
%10 CONCRETE ANCHOR
W/2)6' EMBEDMENT IKTO
STRUMRAL CONCRETE (IYP.,
SEE NOTE 10)
,I-W O.B. SDLE PLATE
COLUMN/POST-
1a2 O.B. SOD
1
1' CTYPJ 1
N
0
P:�4
)(1' ANGLE EACH SIDE DYP.)
�36`0 CONCRETE ANCHOR
W/2%' EYBEDME INTO
MU07MRAL CONCRETE DYP,
(���EEEE NOTE`)
� 15Q•� SIXE PATE 2.a
AND 9- FROM
1.2 OS. SOLE
BFAW SUPPORT
COWMN/POST
2 1/6' a 2' LC. ANGLE
W/, (4) /12z3/4- S.M.S
BEW MAY
BE MT
OR SLOPED
� 1
BOLT, WITH OFED�
ATTACHED TOBEA
ATTACHED
IXNGON (
AATTACHEDATTACHEDTO m Ra
RI
2 .093 BRACE
/
(SEE PLAN)
AT W Oa FASTENED TO CORNER
SECTION WITH I10a2' S.Ms. W/
V ROOF '%• CTT. WASHER a 16' O.C.
LE COPY
COLUMN
2K' MAX. YKK]( BRIM PAWLS
SET IN MORTAR ON TOP OF FOGIFN
G1A i
N
Yi Ad' CONCRETE SCREWS O 2P D.C. 2%' MIN. CONIC.
(M.). IYA' CONC. EMBEDMENT (MIN.) EMBEDMENT CrYP.)
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
ANGLE Or LOW Y, :114
INTO TOP OF 24 EA.L � AND C2)-
T(S INTO THE FRONT DF THE CORNER POST
1a2 O.B. TOP iRAME
NER POST
O.B. 510E WALL COINER UPRGM
ELEVATION VIEW
CORNER POST/ COLUMN
UPRIGHT DETAIL
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tempe. FL 33679
Tel: (813) 374-0321
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(4) /12+}••' S.M BRACE DRAWN BY: DYK
4' NOMINAL CONCRETE SLAB 2•. PUR1N 2'zt'aII' ANGLE (BRACE) W/ CHECKED Sr. DYK
(2500 PSI. MIN. W/B.wlo 10 <4) N2.3'i' s.Ms. a EACH W.W.M. OR RD (4) 012BER BOD(SEC.0 SCALE AS SHOWN
CPDLWROPnENE FIBER - DATE: enims
1.5 POUND (MIN)PER C.Y.) e
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m� q O 2aLdL' ANGLE 2' LONG ON
LMOERSIDEW/(4) fl;z ' S.M.S.
4 : MAV WY FACN LEG (BEAM h BRACE)
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. OR
sLaPEli
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FACEADO YEON KIM, P.E.
EACH END) . REG. NUMBER 49497n PLAN)
ED)EAC NALTERNATE 121
,a DO KIAtt-SO ITS, LLC
• 1423 BRACE UNDISTURBED SOL OR COWACE
Tmp
CRUSHED LIIEROO( (BOW PROCTOR) \/
ID(. (1)-15 REBAR CONTINUOUS, SPLICE yL1'li
MUST OVERLAP 20' MIN. PLAN - TYPICAL ROOF F
B'WNJ 3• COVER C"') BRACE TO BEAM CONNECTION 1
FOUNDATION/SLAB DETAIL Drawing No. - 060811
SHEET 20F3
FILE COPY
Genera! 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 7005453 Alloy, 6005-T5 Alloy; for secondary
components 6063-T6, Alloy based on industry standard shapes, thicknesses, and tolerances unless otherwise noted.
6. Unless otherwise noted, SMB shall be stitched with #10x3/4" 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 edoe distance and center -to -center distances as shown in this table.
C-1022 Low Carbon Steel SMS & Self -Drilling ITEK) Screws (Industry Standard Screws)
Screw
Nominal Screw Diameter
(in)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
'/ii'
V2"
#14 (1/4")
0.250
Y2"
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENS INEE IRS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
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DO YEON KIM, P.E.
FLA REG. NUMBER 49497
9. Structure has been designed to meet the 6" Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, V41, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4, o KI a �6867
2ClATrS, LLC
2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASO).6867
9
Ta FL 33679
10. Concrete anchors may be "Large Diameter Tapcons" (LTOs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws
or approved equal.
11. Screen enclosure structure shall meet Section 454.2.17 Residential Swimming Barrier Requirements and the screen enclosure per
454.2.17.1.11. if enclosing a pool. Drawing No. - 060811
SHEET 3 OF