HomeMy WebLinkAboutSCREEN ENCLOSURE PAPERWORKREVIEWED FOR -
CODE COMPLIANCE
ST. LUCIE COUNTY
SOCC
(5)
la O.B. ATTACHED TO BFM
(2)-jIox2- S.M.S. INTO SCI
(I)-1/4',X' SS- U-
W/Y.0 NUT AND•W4SHER
EACH SIDE -OF BFAM-
j'e12x3/4- S.N.S.
BEAM
OR SLOPED) -�
(1)-2x24' ANGLE, EACH
(2 FOR 24 SMB OR LAF
(4) B12x3
EACH LEG./d' S.M.S.
Si,or 7' SUPER GUTTER
MIN 049G' THICK
( ANGLE 6- ONG
B EACH BEAM)
Y'ox3' LG B EACH ANGLE
i-- FACIA TO BE 2x6 (NTH) SP.F, NOTED
GR NESTER RED CEDAR
STRUCTURAL GRA➢E 2 MIN.
(1) Y'Ox2• LG. LAG SCREV B 24•
D6 ENT RE LENGTH GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) Y'0x4• ONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
(1) Y-0x2- I.G. LPG SCREWS
(OR)
(TV. Q EACH BEAM)
I� / 1) M12x2' SAS B 12- a.c.
(MAX) BETWEEN BEAMS
ANGLEIIX CONTINUOUS
ROOF BEAM TO SUPER GUTTER
`CONNECTION DETAIL I1 2' D.C.S.N.S. ADHESIV SUS BEAD OF
SPACE SCREWS
EQUALLY (TYP.)
Ix11W BY 2' LONG
ANGLE EACH SIDE (TYP.)
2 SCREWS 144- S.N.S.,
EACH LEG (1P.) - Y
HOLLOW POST -
_-.
.�"HENI STITCHING LREVS.(SEE.TABLE) 2_24' OG
SPLICE PLATE (EACH SIDE OF BEAM) /
A A 5052-H32 ALLOY OR EQUAL, 1/B• THICKNESS 4 un9
0
rD/ BpB
•eCDU I,
I
y n � R14x%' SCREVSLINE LINE SCREWS PLATE
BEAM 'A •B'&'C' TOTAL WIDTH
5Q (3'C'� LtNPt 0M0 ItW fDPSyPV '` 2x4 3 2 24 12, I)
VN SO 2x5 3 3 32 14-
MP) 4 ,
2x6 4 3 40 14'
Vti OM �l e'� ll` 2x7 5 4 56 16• /
.PLPZE 2z9' M = -^,.5. r-6'4— ,�"-`.16%T �.
MANSARD BEAM 2x9(HV) b 7 88
` CONNECTION DETAIL 2.10 7 7 96� g Le'
(]) /12df• S.N.S., EACH LEG AND MIN. (4) 810W' LONG S.M.S. INTO
(3) /12x5' S.M.S. CHANNEL TO BFMI SCREW BOSSES (TYP. ALTEiLNA11VE)
C (9) SCREW TOTAL
ITYPA BEAM TOP AND
O M' O.C.
/� sm TOP AND BOTTOM OF SMB
2x]xO.OTp"�±�,. / SEE TABIE FOR SQFS)
(SEE"PLW)�•••n. ••••• I / I I
., Ixlxt{' BY 3' LONG
•., eeex -FORM D RF IEWN-" HANN ANGLE. EACH SIDE M.)
IV
(MIN. 0.062- MATERIAL THICKNESS)-
1' x 2 1/8' x 1' x 3' LG. (3) #12.'J- S. .EACH
•, (TIP. ALTERNATN•E)
LONG
7�.JIM-
SCREWBOSSESERTWE) ST
PURLIN TO ROOF BEAM
CONNECTION DETAIL
is Lan"sisiiNc n " " CHAIR RAIL / GIRT TO POST
? IMLESSGDTHERVI$E CONNECTION DETAIL
11
(MAY BE SLOPED
(z) -1Ox4- S.M.S. T1RU.'2a]�+ OR FLAT)
FAY£ RAIL INTO PURUN SCREW
8055t51( q'
2x3x0.045 ENV L ATTACHED TO
BEMIS WITH (3)-JIN2' S.M.S.
INTO SCREW BOSS.
USE /10to S.MS. 124' O.C. - - /
TO CONNECT TO Ix2 O.B. TO 2x3.
,j SE A Ox1))' S.M.S. 124' O.C. W.
H 1" - - - - T0; CIANNECT TO Ix2 O.B. TO 2x3.
Ix2 0.9./FASIENED TO COLUMN/POST PURUN FASTENED TO COLUMN/POST IF
WA2) lOx)$ S.M.S. INTO SCREW BOSSES WOH (4) 812x1• S.M.S. (EACH LEC r (9) 012A SAS. EACH SIDE.
(01CM w0, TP.) USING )§' THICK FLAT BAR BENT ) I OF BFl42 (TrPJ OR
TO FR (5063-16 ALLOY) (6) I12xYS.M.S. EACH SIDE
1 J bO�FF54 FOR 2x5 COLUMN TO
BEAM
�).) `COLUMN/POSE - \ COLUMN/P
TO EACH RAFTER
SIDEWALL POST / COLUMN T(
CONNECTION DETAIL
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
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S.M.B. BEAM SCALE: AS SHOWN
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�V - 4 (SEE PLAN FOR SIZE)
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DO YEON KIM, P.E.
- St.I iimpr®u LA REG. NUMBER 49497
Y• MIH, 3 $' MAX. C-c DO KIM �268
, LLC
SPACING OF FASTENERS (TYP.) ,�
Y4, MIN BEAM EDGE PDISTANCE (TYP.) Tam
F.,
Elzz -r
Drawing No. - 060811
SHEET IOF3
Rom, f
COLUMN/POST
COLUMN/POST
2' LG. ANGLE
W/ (4) 012x3/4' S.M.S
(EACH SIDE)
11 O o
Vo CONCRETE ANCHOR
WSTTRUUCCTURAA1l000NNo
CONCRETE
7
(EACH SIDE)
�3
3'
SEE PLAN FOR SIZE
Ix2 O.B. FASTENED TO CORNp
SECn0N WITH /14x01' S.M.S(
24' G.C.
2 'A' ANGLE 2' LONG (EACH
w/(2) 114x%' S.M.S. TO Ms
O J B P H.D. DAM M. BOL
W/ 2 1/2' MIN. EMBEDMENT
B.N.S. WRH MIN.' F
EDGE DISTANCE
1 -
a.4
�W
sou
aria
)5' ANGLE, EACH SIDE (TYP.)
DR CONCRETE ANCHOR
W/2)6' EMBEDMENT rE AN INTO
HOR
STRUCTURAL CONCRETE TDPJ
H _ �1'x2' O.B. so Li: LATE
VftV4' CONCRETE
SCREW ANCHOR O 24' O.CJ
AND 9- FROM POST (TYP.),,,
I
-COWMN/POST
� 1.2 O.B. SOLE PLATE
I. (TYPO
�i.
16' ANGLE, EACH SIDE (TYP.)
%'0 CONCRETE ANCHOR
W/2X' EMBEDMENT INTO
STRUCTURAL CONCRETE C".)
O.B. SOLE PLATE
3' MIN. (TYP.)
i�
u Y4' M CONCRETE SCREW ANCHOR O 24' O.C.
?� AND 9' FROM POST (IYP ).-._
Y
y. COLUMN/POST
1i •
1-2 O.B. SOLE PLATE }
0 o i,
)GE OF CONCRETE 1' (TYPO
N�
PLAN VIEW bb
2'x PURUN
BEAN MAY
BE FLAT
OR SLAPED
2x24' ANGLE CLIP, CUT AT
A 45• (+/-) ANGLE AND
ATTACHED TO THE SCREEN I
•-L L• 2 M.093-BRACE
-/ (SEE PLAN)
PLAN - TYPICAL DIAGONAL ROOF O
BRACE CONNECTION
1x3 O.B. FASTENED TO CORNER
SECTION WITH /10x2- S.M.S. W/
%' DP. WASHER O 18' O.C.
2500 PSI MIN. CONCRETE STRENGTH
APPROXIMATE '4 a ,• [LAP
GRAD ICOMPACTED OR
d. • . 4UNDISTURBED SOIL/SAND2)-85 REBAR, CONTINUOUS
3' MIN. CONIC. COVER, 36' MIN.
SPLICE
1
)ARD TYP. CONTINUOUS PERIMETER FOOTING
5
DOTER
2x5xY4' ANGLE 2' LONG) V/ (2"14
TIERS INTO TOP OF 2x3 EAVE RAIL AND (2)-
914 TIMS INTO THE FRONT OF THE CORNER POST
�1.2 O.B. TOP FRAME
HER POST
02. WE WALL CORNER UPRIGHT
ELEVATION VIEW
CORNER POST/COLUMN
UPRIGHT DETAIL
Y.O-W LAG SCREW O 12' O.C.. '
(1) NITHIN 3- OF EDGES (TYP.)
1'x2' O.B. (TYP.)
Nm - SIUD
MR BLOCK FRAMED HOUSES USE
/14x2Y! CONCRETE SCREW W000 FRAME WALL
O 18' O.C.. 1 WITHIN 3'
OF EDGES (1YP.)
TYPICAL SCREEN EDGE TO STRUCTURE
CONNECTION DETAIL
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
4' NOMINAL CONBOCC
CRETE SLAB
W.W.M. ON ROM REINFORCED
F/� [POLYPROPYLENE FORM-
/ 1.5 POUND (MIN.)PER C.Y.)
a• a'I ..•.. ':
i
`UNDISRIRBED SOIL OR COMPACTED
CRUSHED LIMEROCK (90K I+ROCTOR)
MIN. (1)-15 REBV( CONTINUOUS, SPUCE
MUST OVERLAP 20- MIN.
3' COVER (IYP.)
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
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DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
Dovid ASS ATES, LLC
7
09
T 79
/' 1'r'( 1
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
EXISTING FOUNDATION/SLAB DETAIL
Drawing No. - 060811
SHEET 20F3
THRU-BULT J
11' WASHERS
I
DOUBLE SM& BEAR
(SEE PLAN FOR SIZE'.
(3)-%'0 THRU-BOLT
V/ 11- WASHERS
NOTCH POST TO
ACCEPT BEAM
POST
DOUBLE(
POST COI
(2 gliiY''S.MSr,
THROUDN UP)5 mo of z.
POST O 12- O.C.,
(T(PJ-
2.,SMU
UPRIOW OR O.S.
/140 4- O 24- D.C.
� RYPJ
O 12' O.C. OR
(1" ' S.M.S.
O 2{' O.C.. TOP
& BOTTOM
DOIIRIM BEAM
(SEE PLAN FUR SIZE)
STRCNING SCREW O 24' O.C.
'. TOP AND BOTTOM OF SMB)
S.M.B. BEAM
PUN MR ME)
ANGLE (EACH SIDE)
/14-2rY S.M.S.
_ TYP. BEAM TO DOUBLE CARRIER BEAM CONNECTION
POST (SEE PLAIN FOR SZE) C)) %'O THRU BOLT
V/IY'O WASHER
BASE INSERT W/IW VERTICAL
U.N. RAM aYPJ
GALVANIZED
2K' NIN EMBEDMENT
1
,• .<. •`. .. . • TOP OF CONCRETE .4 : i... ...
5x5xO.125 POST TO CONCRETE
CONNECTION DETAIL _"°ISTA"cE
NOTCH KNEE BRACE TO ACCEPT _ _ r-' - -
FASTEN WIN (6) 014XV SM.S, OOUBIE-BEAM (PATIO/S.M.B.)
EACH SIDE OR (2) Il 0 THRU BOLTS
W/ WASHER D NUT.
IN
0
0
_ -KNEE-BRACE.ENCIH" _
(24' MIN.)
K(4Y014xY' SMS
KNEE BRACE CONNECTION DETAIL
PLAN FOR SZE J�
FOR SIZE)
(s) #I2A3/a' SALS., EACH SDE
(ERCH END, TYPJ
COLUMN
DO KIM
& ASSOCIATES, LLC
e
CONSULTING
STRUCTURAL
0 o e
)•,( ENGINEERS
O O O
_ PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
2.7 NUN. BEAM BRAG) J OE!/IE�NE® FOR
(NOTCH TOP RANGES)
KNEE BRACE DETAIL _ CODE COMPLIANCE
(SEE R/H:FoB mE)— _ ST. LUCIE COUNTY
General Notes and Specifications: BOCC
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. Alt 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
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
#10
0.188
s/„"
'/2"
#12
0.219
#14 (1/4")
0.250
1/2"
r 9. Structure has been designed to meet the 611 Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, WIH, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure D. 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.
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SCALE
AS SHOWN
DO YEON KIM, P.E.
FLA, REG. NUMBER 49497
DO KIM AS CIATES, LLC
CA# 6887
O x1DO39
Temp , 1 33679
/-, /-q
11. Screen enclosure structure shall meet Section 454.2.17 Residential Swimming Barrier Requirements and the screen enclosure per Drawing No. - 060811
454.2.17.1.11. if enclosing a pool.
SHEET 3OF3
MYE95 _ UO'YEON KIM, P-E.
12321 f{rvffR 9R FLA. LIC. NUMBER 49497
•� M IV2688
TENSE. �V iE \v _`PO KI8. ASS LC
P.O. BOX 'I 39
V = VP�{y OQ� TAMPA, FL 67
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