HomeMy WebLinkAboutSCREEN ENCLOSURE PAPERWORK��RLYnf G
33op BENT 'P��E 'DR•
F-r. Pxeact . FL,
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
(RESIDEnIc) l
6 urre�a `�
CO,YEON KIM. P-E-
FLA_ LIC_ NUMBER 49497
CA_ ON 2 87
CO KIM 8. - -a C_,
P_O_ BO 00399
TAMPA,
(8'13) 8 -9955
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SCANNED
St. LudeGOU*
IR2
0
X3
1 .6�s
i
�- -CORNER POST EAVE RAIL
(11 TOTAL) -
r 1' x 2' U.B. SAS AS SHE
PATIO SECTION PLATE EDGE
C-C
C-C FASTENS
0 6'x5' x U.050'
O 0 6063-T6 ALLOY PLATE
(ONE SIDE) OR STRONGER
,.� K-BRACE
3' x 0.050- MIN. 6063-T6 ALLOY
TE ORASTRONGER COME SOD WITH 2x3x0.W0 CHAIR RAIL
- 0lel. % SAS, EACH SIDE AS
WN/(%' MIN. PLATE EDGE DISTANCE K-BRACE
-CjFASTENER SPACING)
/ry(/ K-BRACE
CORNER POST
3'i x 2' x 0.050' MIN. 6063-76
;LLOY PLATE OR STRONGER
ONE SIDE)
(3) - 012 x 91- SAS,
EACH SIDE AS SHOWN
(Yt' MIN. PLATE EDGE
DISTANCE N C-C
FASTENER SPACING)
1' x 2' JtCLE PLATE
W 0 CONCRETE ANCHOR (2 PLACES)
IN LIEU OF TYP. Ye 0 CONCRETE
SCREWS FOR CORNER COLUMN
,�_(5)_§120/4' S.M.S.
:TO BEAM W/
INTO SCREW BOSS 1
/lzxz• s.N.S. 10 24. O.C.
tr2 o.e. To BUPER OTTE
(4) p12x3/4• S.M.S. 7
EA ROOF BM
a (MT OR SLOPED)
(4) /12x3/4' S.M.S.-/
EACH LEG.
5' or 7' SUPER GUTTER
HIM 0.090' THICK
6Y119�:7
5x{j' ANGLE 6' LONG -
TP. B EACH BEAM)
(2) Y'Ox3' LG. 2 EACH ANGLE
NOTES PRIMARY SORE
ATTACHED TO HOST
CONVENTIONAL TAUS
FACIA TO BE 2x6 (MIN.) SP.F. OVERHANG NO TO EX
OR WESTER RED CEDAR NOTED ON PLAN DWG
STRUCTURAL GRABS 2 MIN.
(1) Y'Ox2' LG. LAG SCREW B 24'
OC. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) Y'0%4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
ME
GIRT (CHAIR
• SEE ELEVATIONS
FDR 'K' BRACE/SIZE
(D Yi 0z2' LG. LAG SCREWS
(❑f-T11t�1 (TYP. R EACH BEAM)
/ (1) 012x2• SRS R I2• o.o. Ixz o.e.
(MAX) BETWEEN BEAMS W/(2) p10x05
MOLEICK CONTINUOUS
SECURE FASCIA TO EACH RA
V/ (D 11'0x4' LONG PAN HE
BEFORE ATTACHING SUPER G
p10x3/4' S.M.S. Y' CONTINUOUS BEAD OF CONSTRUCTION
O 2' O.C. ADHESIVE
1x1W$' BY 2' LONG -
ANGLE. EACH SIDE (TYP.)
(4) /14YY' S.M.S.,
2 SCREWS -
MH LEG (TYP.)
HOLLOW POST —
SHALL BE
Of
LH MAX.
�y � };uEI1`•- BEAM STITCHING SCREWS (SEE TABLE) 9 24' G.C.
SPLICE PLATE (EACH SIDE BAM)
SPACE SCREWS,�/� Aq 5052 N32 ALLOY ORCQUAL.1/8E THICKNESS ~`\`• D ❑ KI M
EQUALLY)' - 1
& ASSOCIATES, LLC
CONSULTING
V
A gA or o1 STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
N14x�' SCREWS
Tel: (813) 374-0321
Ot.) dNa) (N...
BEAM LINE LINE SCREWS PLATE RevJOa Descri 'on
A 'B'8'C' TOTAL WIDTH
B 6QPc4' C-�i lr'•� �a 7' 2.4 3 2 24 12' Q0 Tm ISSUED
2016
uNE *oGtOtN' 2x5 3 1 3 32 14'
1, c1r9)
}N p �YAx3i-�i 6 2z6 4 1 3 40 14'
` . B UpE N ll Y7 5-'.:4•.. �T56i:..16.'-'�
'•� Q�AE VD01 2x8 5 5 64 16'
2.9 5 6 72 19' Q
MANSARD BEAM 2x9(HW) 6 7 69 I6'�
\` CONNECTION DETAIL 2XIO 7 7 96 e' p
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
a
BY
(3) /1 H LEG AND MIN. (4) 1104• LONG S.M.S. INTO
- (6) /124• S.MS. CHANNEL TO BEAM SCREW BOSSES (TYP. ALTFRNATIYE)
9n.d p®
A u ff cod*
(9) SCREW TOTAL BEAM STITCHING O 24' O.C.
(n/�(11'/
(TYP. TOP AND BOTTOM OF SNB
J
PURLN 70 V SEE TABLE FOR SIZES)
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ZOLE. IA- BY 3- LONSIDE
N - N H - ANGLE, EACH SIDE (TYP.)
0
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(MIN. ' MATERIALMATERIALTHI 1/8CKNESS)
1' x 2 1/B' x s) x 3• LG. (3) TS.M.S., EACH
O
(IYP. AI.TERNATNE) LEG (6) (6) TOO TAL (TYP.)
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PURLIN TO ROOF BEAM r✓
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CONNECTION DETAIL V / C/r/
REVIEWED FOR
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CODE COMPLIANCE,
DRAWN
BY:
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DDYK
d.5. F� q�q�(�' 1 �/
T�� T-^-1S. ���1&;•' _0__S%N.E i
SCEACF CHECKED BY.
AS SHOWN
2. PURLIN
(MAY�BEISCOPEDII�- =o /�`RAI�01 FOR SIZE) DATE: BH7/O6
S.MS. THRU. 2x3*�L- w �'/��
INTO PURLIN SCREW2x5x.125 ANGLE-2' WINE
(2)-/14x1• INTO BEAM h (2)-/14xl' n "' •.
`� INTO UPRIGHT. i
15' AS. O 24' O.10 Ix2 O.B. TO DO YEON KIM, P.E.
USE ONNECT S.N.S. 4) 24T 0.0. ' FLA_ REG. NUMBER 49497
TO CONNECc7i TO Ix2 O.B. TO 2x3. '14`NED ID COLUMN/N FASTENED TO COWMN/POST' M.S. IWO SCREW BO) (9) /12'Y' S.M.S. EACH SIDE(EACH END, (4) p12x1• S.M.S. (EACH LEG) OF BEAN (iYP..) OR Jy' MIM, 3 )}' MAX L-L Jy IHIO( MT BAR BFM ((6 /12 S.N,S. EACH 4DE SPACING OF FASTENERS (TYPJ DO KIM A IATES,LLC
R (6063-T5 ALLOY) d�BEAN FOR2x5 COLUMN TO Ait 268 72x5 BEAN ( DISTANCE (TYP.) DE •P P OX 1 039MN/POST ,) Tamp , F 9
y COLUMN/POST
All
3'
PURUN--
REIM
COLUMN/POsT ,1§' Mau::-G- SIDE
2x2x1/8' x 2' LG. ANCLE S.MS. WITH MIN. %*0 CONCRETeANCKOH
^ WI (•) /12x3/4' S.M.S EDGE DISTANCE W/2J§' EMSEDMENT'IHTO
Cl + (EACH SIDE) STRUCTURAL CDNCNEIE'CnP.) DO K I M
v,•., 'x PURUN 'tY & ASSOCIATES, LLC
O o %2 CONCRETE ANCHOR 1'x2' O.B. SOLE PLATE N
0 o W/2i§' ENEO BMENT INTO �� A
STRUCTURAL CONCRETE
(EACH SIDE) y, R%SxIA• ANGLE (V/ TRC O N S U LTI N G
O 2x3
TEKS INTO TOP OF 2x3 NAVE RAIL
AND (R)-
2x2x1§' ANGLE CUP CUT AT , �.14 TENS WTO THE FRONT OF THE CORNER POST STRU CTU RAL
mo
ENGINEERS
•• + a '• .S 1•. BEAM MAY BEAM T TO THE SCREEN ROOF
'� • • - BE MT BDU1 WITH ONE (1) Y','0 THRU-
BOLT. WITH FENDER WASHER. )
OR SLOPED ATTACHED TO BEAM OR EAVE RAIL PO BO%10IX)9
rc W Yi 0a?y' CONCRETE DVCONAL BRALMG SHALL NOT BE f
SCREW ANCHOR O 2C O.C. O ATTACHED TO ROOF PURLINS. Tem(N1, FL 33679
�•`+� L2 O.B. TOP FRAFIE Tel: 813)3744321
F AND 9• FROM POSE (TYP.) (
•A1� 2x2x0.093 BRACE
(SEE PLAN) 1.3 O.B. FASTENED TO CORNER CORNER POST
1 SECTION WITH /10x2- S.M.S. W/ Rev1De Elescri lion
SIDEWALL COLUMN TO CONCRETE 9• _ CO LIMN/POSE. tip` — W DA WASHER 0 18' O.C. 0427
Ix O.B. SIDE WALL CORNER UPRIGHT As2ISSUED
PLAN -TYPICAL OIAGONAI ROOF CONNECTION DETAIL Ix2 O.B. SOLE PLATE \
BRACE CONNECTION Q
�— O _ ELEVATION VIEW Q
SEE PLAN FOR SIZE --�
Ix2 O.B. FASTENED TO GARNER 1
SECTION WITH #14x11)' S.M.S.O
24' D.C.
2.246' ANGLE 2' LONG (EACH SIDE)
CORNER POST/COLUMN
TO FOUNDATION
CONNECTION DETAIL
• )b' ANGLE. EACH SIOE (TM.)
%*0 CONCRETE ANCHOR
W/2)6' EMBEDMENT INTO
f� STRUCTURAL CONCRETE (TYP.)
AJ 1'x2' O.B. SOLE PLATE
9'
O O
OF CONCRETE
PLAN MEW
VIEVIE
OF
3• MIN. (TYP.)
):'.x2)� CONCRETE
SCREW ANCHOR O 24' O.C.
AND 9• FROM POST (m) (-1�
O.B. SOLE PLATE
I
L• (rrP.)
N�
PLAN VIEW
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
PSI MIN. CONCRETE STRENGTH
COMPACTED OR
UNDISTURBED SOIL/SAND
(2)-g5 REBAR, CONTINUOUS
3' MIN. CONC. COVER, 36" MIN.
LAP SPLICE
)ARD TYP. CONTINUOUS PERIMETER FOOTING
DOTER
CORNER POST / COLUMN
UPRIGHT DETAIL
I•x2• Oa (rm.)
NOTE STUD
MR BLOCK FRAMED HOUSES USE
114.216' CONCRETE SCREW WOOS FRAME WALL
O Is' O.C., 1 WITHIN 3•
OF EDGES (1YP.)
TYPICAL SCREEN EDGE TO STRUCTURE
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
4' NOMINAL 00
_ W.WW.M. ORPSI,
FIBER REINFORCED
(POLYPROPYLENE FIBER -
1.5 POUND (MIN.)PEI C.Y.)
••d.. •x44
e
L`UNDWJRSED SOIL OR COMPACTED
CRUSHED UMEROCK (SOX PROCTOR)
MIN. (1)-j5 REBAR CONTINUOUS. SPLICE
MUST OVERLAP 20' MIN.
3• COVER (TYP.)
B'OIIN)
EXISTING FOUNDATION/SLAB DETAIL
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DRAWN BY:
DYK
CHECKEDBY.
DYK
SCALE:
AS SHOWN
DO PEON KIM. P.E.
FLA. REG. NUMBER 49497
DO KI LASS1O8I3AT
ES, LLC
7 9 T 79
7-7-7 yFp
Drawing No. - 060811
SHEET 20F3
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 7005-T53 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 #100/4" SMS at 24"o.c., top and bottom.
7. Connections using screw bosses shall have minimum (4)-#10x2" 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
#12
0.219
3/9'
#14 (1/4" 1
0.250
1/2"
9. Structure has been designed to meet the 61" Edition FBC (2017 FBI). Project is sited where the ultimate design wind speed, Vol, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure C. Design pressures are from Table 2002.4,
2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASD).
10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), 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.
REVIEWED FOR
CODE COMPLIANCE
STa LUCIE COUNTY
BOCC
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
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DRAWN BY:
DYK
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO I1J SOCIATES. LLC
A# 268B,
10039
Tampa, FL 33679
%ZT*9
Drawing No. - 060811