HomeMy WebLinkAboutBuilding plans, pool enclosure3' x 3' x 0.050' MIN. 6063-TG ALLOY
PLATE OR STRONGER (ONE SIDE) WITH
(3) - #12 x %f S.RS, EACH SIDE AS
SHOWN <%- MIN. PLATE EDGE DISTANCE
& C-C FASTENER SPACING)
3' x 2' x 0.050' MIN. 6063-T6
ALLOY PLATE OR STRONGER
(ONE SIDE)
(3) - Rig x T'' SM.S,
EACH SIDE AS SHOWN
<4r' MIN. PLATE EDGE
DISTANCE 6 C-C
FASTENER SPACING)
FOUNDATION
(5) #I2x3/4" S.M.S.
Ix2 O.B. ATTACHED TO BEAM W/
(2)° S.M.S. INTO SCREW BOSS
(I)-I/Y4* NET
5.5. THRU-BOLT
W/
W/ AUT ANO WASHER
O EACC NH SIDE OF BEMA
#12x2' S.M.S. ®
14 O.B. TO SUPER 6UT1ER
(4) /12x3/4' S.MS.
ROOF BEAM
(FLAT OR SLOPED)
t)-2x2rz'�" ANGLE. EACH
2 FOR 2x6 SMB OR LAR
(6) #12x3/4" S.M.S.-1
EACH LEG.
5' or 7' SUPER GUTTER
MIN, 0.090- THICK
CORNER POST 1, r EAVE RAIL
O.B.
SECTION
(tt TOTAL) -
e6' x 5' x 0A50'
0 a 6063-T6 ALLOY PLATE
n (ONE SIDE) OR STRONGER
K-BRACE —
2x3xD.070 CHAIR PAL-./
POST
x 2'
0 CONCRETE ANCHOR <2 PLACES)
SEU OF TYP. Y' 0 CONCRETE
EWS FOR CORNER COLUMN
PLATE
K-BRACE
COLUMN
GIRT (CHAIR RAIL)
x SEE ELEVATIONS
FOR 'K' BRACE SIZE
SPACE S
EQUALLY
�MQ<RtC BEAM STITCHING SCREWS <SEE TABLE) B 24' O.C. �I
SPLICE PLATE (EACH SI➢E OF BEAM)
O 5052-1132 ALLOY OR EQUAL, 1/3' THICKNESS
ri e)
I MANSARD BEAM
THESE PLAINS AND ALL PROPOSED WORKONNECTION DETAIL
ARE SUBJECT TO ANY CORRECTIONS
REQUIneD BY FIELD INSPECTORS THAT
MAY NECESSARY IN ORD
}MR •TO'Yf;..y!.. (((3))) /12xA4" S.MS., EACH LEG AND
ROMPLY. H ALL A' PPLICABLE CODES.• SCREEW TOTAL CHONNEL O SEAM
2x3%0.07D /
FORUM
LATERAL "K" - BRACING 1x14" BY 2` LONG -
CONNECTION DETAILS ANGLE. EACH SIDE (TYP.)
dll CtO�W- CLK3
ST. LUCTr, CO UN17V BUILDING DMSION
R-VVIEWED FOR CO1 •IANCE
REVIENVED BY
DATE 244111+
PLANS AND PERMIT MUST BE KEPT ON JOB
OR NO INSPECTION WILL BE MADE, EACH LEG (TYP.)
I HOLLOW POST
3 ANGLE 6' LONG
B EACH BEAM)
y(0x3' LG. B EACH ANGLE
ROOF BEAM TO SUPER GUTTER
CONNECTION DETAIL
i- FACIA TO BE 2x6 (MIN.) S.P.F. NOTED
OR WESTER RED CEDAR
STRUCTURAL GRACE 2 MIN.
(1) Y4 0x2' LEG, LAG SCREW B 24'
CC ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
BEFORE ATTACHING SPAM UPER GUTTERG SCREWS
(1) y'OX2' LG. LAG SCREWS
(al7 l (TYP. B EACH BEAM)
R / (I) B12x2' S.M.S P 12' 0,c.
(MAX) BETWEEN BEAMS
/- ANGLEICK CONTINUOUS
p10i3/4" S.M.S.-) -Y' CONTINUOUS BEAD OF CONSTRUCTION
O 2' O.C. ADHESIVE
2x3xD.07O GIRT/CIIMR ME
(SEE PLAN)
MIN. (4) f10.2" LONG
S.M.S. INTO SCREW BOSSES
(TYP. ALTERNATIVE)
T.M.B. POST
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
2. PURUN .
(MAY BE SLOPED
(2) (110x4" S.M.S. THRU. 2x3 OR MT)
EAVE ME IWO FORUM SCREW
BOSSES
USE ki Ox1$' S.M.S. ® 24' O.C.
TO CONNECT TO Ix2 O.B. TO 2.3
. ^- _
14 O.B. FASTENED TO COLUMN/POST PURLIN FASTENED TO COLUMN/POST
W/(2) #1Ox%$ S.M.S. INTO SCREW BOSSES WITH (4) y120" S.M.S. (EACH LEG)
(EACH END, TYPJ USING $" THICK FIAT BAR BENT
TO FIT (6063-T6 ALLOY)
COLUMN/POST
TAIL
AS SCREWS
R
SIDEWALL POST / COLUMN TO PURLIN
CONNECTION DETAIL
2x3x0.045 EAVERML ATTACHED TO
BMS WITH (3)-510.2" S.M.S.
IWO SCREW BOSS.
2.5..125 ANGLE-2' WIDE WITH
(2)-;#14x1" INTO BEAM k (2)-#I
INTO UPRIGHT.
USE #10xt S.M.S. 0 24" O.C. -'
TO CONNE •TO tx2 O.B. TO 2x3.
(9) /12A. SM.S. EACH SIDE.
OF BEAU (TYP.) OR
(6) /12x," S.M.S. EACH SIDE
OF BEAM FOR 24 COLUMN TO
2x5 BEAM
• xl x(� F �' 4
MIN. (4) #10x3" LONG S.M.S. INTO
SCREW BOSSES (TYP. ALTERNATIVE)
B/rvEAnM STITCHING ® 24" O.C.
- (TOP. TOP AND BOTTOM OF SMB
SEE TABLE FOR SIZES)
1x14" BY 3" LONG
ANGLE, EACH SIDE (TYP.)
LEGEACH
(6) TOTALM STYR)
PURLIN TO ROOF BEAM '
CONNECTION DETAIL
S.M.B. BEAM
MAY BE SLOPED OR RAT
,2b (SEE PLAN FOR SIZE)
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L¢
XND
$' MIN.. 3 IE' MAX. C-C
SPACING OF FASTENERS (TYR)
If' MIN, BEAN EDGE
f A ➢1STANCE (TYP.)
MAIN POST / COLUMN TO ROOF BEAM
CONNECTION DETAIL
oc I KIM
& ASSO( =LArES,. LiL.CL:
0WOTr G
um
PO E 9Ox:'60Q1&21
Temp. a,, IFL. 33Fi'5
Tel: IS 1137 374+913121
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DO YFON KIM P'F.
FLA. REG. NUMBER F.
-' DO KIM -11 TES, LLC
C 2 7
x 39
TBIT 33a79
Drawing No. - 060811
SHEET I OF 3
NZJ
3" MIN, OW.)
NO
PURUN SUPPORT
COLUMN/POST
bbl/W x 2" LG. ANGLE
S.M,$, WITH MIN.
US
W/ (4) Al2x3/4" S.M.S
DISTANCE
(EACH SIDE)
%"0 CONCRETE ANCHOR
NT 0
CONCRETE
(EACH SIDE)
(EACHTSIDE)
SIDEWALL COLUMN TO CONCRETE
CONNECTION DETAIL
SEE PLAN FOR SIZE
lx2 O.B. FASTENED TO CONINE
SECTION WITH /14x1)f' SA.S.4
24' O.C.
2x24' ANGLE 2" LONG (EACH
W/(21 �14xY� G.M.S. TO POS
3 8 0 H.O. OALV. DIP. BOL
W/ 2 1/2" MIN. EMBEDMENT
CORNER POST/COLUMN
TO CONCRETE
CONNECTION DETAIL
)6' ANGLE, EACH SIDE (TYP.)
%'0 ODNCRETE ANCHOR
W/2%- EMBEDMENT INTO
STRUCTURAL CONCRETE (FOP.,
NOTE 10)
1 .2" O.B. SOLE PLATE
2"x FUROR
9. g
GENII
• rcrw- Y4"0x2Y4" CONCRETE BE FLAT MAY
z rw SCREW ANCHOR 0 24" O.C. OR SLOPED
i AND 9" FROM POST (TYP.)
N
O.B. SOLE PLATE x
PLAN - TYPICAL DIAGONAL ROOF
'i BRACE CONNECTION
e— O14 y I --a
EDGE OF CONCRETE 3' QYPd
NI
oV
wiu PLAN VIEW
Wwa
a�
zHz
uEi$
S.M.S. WITH MIN. ib" EACH SIDE (
EDGE 05TANCE CONCRETE ANCHOR
W/
STRUCTURAL EMBEDMENT INTO
STRUCTURAL CONCRETE (iYP.,
SEE NOTE 10)
�I"x2" O.B. SOLE PLATE
EDGE OF CONCRETE
° 3" MIN. (TYP.)
Yi 0x2Y{ CONCRETE
via SCREW ,ANCHOR 0 24' O.C.
AHO B" FROM POST (1YP.)
tiN
COLUMN/PART
V (TYP.)
N�
PLAN VIEW
MAIN COLUMN TO CONCRETE
CONNECTION DETAIL
BEAM SUPPORT
COLUMN/POST
2x2xl/a" x 2" LG. ANGLE
All (4) Y12x3/4" S.MS
(EACH SIDE)
POST
2.24" ANGLE CUP, CUT AT
//--
A 4V (+/-) ANGLE AND
ATTACHED TO THE SCREEN ROOF
BEAM WITH ONE El) )4-0 THRU-
/'�
BOLT, FEBEAM WASHER.
1\
ATTACHEDED BEAM TO OR EAVE RNL.
ATTACHED BRACING SHALL NOT BE
ATTACHED i0 ROOF PURUNS.
2x24.093 BRACE
(SEE PLAN)
1+1
COLUMN
24• MAX. THICK BRICK PAVERS
SET IN MORTAR ON TOP OF FOOTER
.81 SOLE PLATE
0\ If \ Z
rq
.a'.
d
Yi 0x5" CONCRETE SCREYIS 0 24' O.C. �2%' MIN. CONC.
GYP.), 1)¢" COMO, EMBEDMENT (MIN.) EMBEDMENT CYP.)
TYPICAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
4" NOMINAL CONCRETE SLAB
W.W.M.
M. OR FIBER REINFORCED
[POLYPROPYLENE FIBER -
1.5 POUND (MIN.)PER C.Y.]
4 - 4' 'd
d
4 a
4
a
'A
UNDISTURBED SOIL OR COMPACTED
CRUSHED LIMEROCK (90% PROCTOR)
MIN. (I)-/S REBAR CONTINUOUS, SPUCE
MUST OVERLAP 20' MIN.
S COVER (TYP,)
1.3 O.B. FASTENED TO CORNER
SECTION WITH #lOx2" S.M.S. W/
%- MA. WASHER 0 18. O.C.
2u9u1fi' ANGLE (2' LONGI W/ ")-MI
TEKS NTO TOP OF 2.3 CAVE RAIL NB)
f 014 TENS INTO THE FRONT OF THE HE
-_ ��„
I—Ix2 O.B. TOP FRAME
TER POST
O.S. SIDE WALL CORNER UPRIGHT
ELEVATION VIEW
CORNER POST/COLUMN
UPRIGHT DETAIL
r '?0 KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
mil! 39
2500 PSI MIN. CONCRETE STRENGTH
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APPROXIMATE
G II I
ME-��-[ J
IIII ea' -COMPACTED OR F
1TT G. 4 —' I UNDISTURBED SOIL/SAND V O
1 G (1)-#5 REBAR, CONTINUOUS
3° MIN. CONIC. COVER, 36" MIN. - K
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LAP SPLICE � c O
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12" MIN " �) U
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MIN. CONTINUOUS PERIMETER FOOTING (D w
(BY OTHERS) UJ
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!BEAM • j L(,[ }
T ' AA ALTERNATE (1) V O F
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION I
j' ANGLE
E
A' ANGLE (BRACE) W/
12xY4 S.M.S. 0 EACH
ER INTERSECTION
DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
8111106
ANGLE 2• LONG ON
RSIDEW/(4) #1244' S.M.S
LEG (BEAM k BRACE)
DO YEON KIM, P.E.
3RACE
FLA. REG. NUMBER 49497
PLAN)
.. -
ALTERNATE (2)
TES, LLC-
DO KIMV13e
20 BRACE
39
679
�• L-11
FOUNDATION/SLAB DETAIL
Drawing No. - 060811
SHEET 2OF3
0
DOUBLE S.M.D. BEAM
(SEE PLAN FOR SI--'
NOTCH KNEE BRA"PTO ACCEPT BEAM —®
S.M.B. BEAM FASTEN WITH (6) k14AV S.MSr DOUBLE BEAM (PATIO/S.M.8,)
(SEE PUN FOR SIZE) WA/CH SIDE. WASHER D6 NUT. Y4m THRU BOLTS
M14x 4" O 24" O.C.
(TYP )�
DO KIM
& ASSOCIATES, LLC
CONSULTING
POST
2x3xO.044
STRUCTURAL
ENGINEERS
4x4x0.125 KNEE BRACE
PO Box t0039
(1)-�10xi'4" O 12" O.C. OR
Tampa, FL 33679
O 24" oc S.M.S. ���/
Tel:(813)374-0321
(4)-%'0 THRU-BOLT
AT MIDHEIGHT OF BEAM iW/
1}' WASHERS
(1)-{JexYx" SM.S. 2x2xY4" ANCLE (EACH SIDE)
RNATIVE) CONNECT KNEE BRACE
.050" THICK 'U' CHANNEL 6063-T6
JA
RaVJDa
DBS011 tion
O 24" O.C.. TOP ��
h BOTTOM
PUTS OR STRONGER. FASTEN
MS AC
(4) SMS EACH SIDE
1G8UE0
(8) 14-2x�'xS.M.S. EACH BIDE
DOUBLED BEAMDOUBLE
HSI & NUT.
0 BOL
Y'0 BOLTS
PLAN FOR SIZE)(SEE
S.M.B. BEAM(SEE
PLAN FOR SIZEBEAM
SDTCHING SCREW O 24" O.C.
E LENGTH
(TYP. TOP AND BOTTOM OF SMB)
MIN.)
(4)-%'O THRU-BOLT
W/ 1}' WASHERS
TYP. BEAM TO DOUBLE CARRIER
TEAMJ'
ACCEPPBTD
BEAM CONNECTION
KNEE BRACE CONNECTION DETAIL
DOUBLE CARRIER BEAM TO
POST CONNECTION DETAIL
(2)-}'14xi'{ S.M.S.
THROUGH kt OF 2x
UPRIGHT INTO
POST O 12" O.C.,
POST (SEE PLAN FOR SIZE) (3)-3§'0 THRU BOLT
W/lYi 0 WASHER
2x SMB 4' BASE INSERT W/IW VERTICAL
UPRIGHT LEGS %' THICK GC63-T6 ALLOY
(SEE PLAN ➢0 NOT USE CAST ALUM. RASES QYP)
FOR S12E & i
LOCATION) (4)-%'0 HOT DIPPED GALVANIZED
WEDGE ANCHORS W/ 2Yi MIN, EMBEDMENT
O 0 0 INTO CONCRETE.
.. 4.. .. TOP OF CONCRETE 4
a
4x4x0.125 POST TO CONCRETE
CONNECTION DETAIL
General Notes and Specifications.,
1.
Contractor shalt field verify all dimensions before construction and shalt notify engineer of discrepancies for immediate
consideration.
05
2.
Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of ACI 318.
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Reinforcing steel shall have a min, yield strength of 40,000 psi (grade 40) and be provided with cover in accordance with ACI 318.
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3.
All dimensions are provided by contractor, 00 Kim & Associates, LLC have made interpretations where necessary.
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4.
The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The
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contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If
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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.
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5.
Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Wall screen shall be removed in accordance with Rule 61G20-1.002
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Alternative Design for Screen Enclosures. Aluminum shall be 7005-T53 Alloy, 6005-T5 Alloy; for secondary components 606346,
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Alloy based on industry standard shapes, thicknesses, and tolerances unless otherwise noted.
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6.
Unless otherwise noted, SMB shall be stitched with #10x3/4" SMS at 24"o,c., top and bottom.
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DRAWN BY:
MIN. EDGE
7.
Connections using screw bosses shall have minimum l4)4100" per connection unless shown otherwise.
CHECKED
BY:
DI21
STANCE (TYP.)
SCALE:
B.
[Inlrss otherwise shown screws shall have minimum edge distance and center -to -center distances as shown in this table.
DATE:
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
#12
0.219
#14 (1/4")
0.250
V2
9. Structure has been designed to meet the 5" Edition FBC 12014 FBC), Project is sited where the ultimate design wind speed, VMH, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4,
2014 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASO).
AS SHOWN
DO PEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM & ASSOCIATES, LLC
N 61187
B x 10039
amp , L 33679
10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws Drawing No.- 060811
or approved equal SHEET 3OF3
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b PES PM AT ALL CORD. UMLESS O'fHFRWk5£ fd}jPED �JN HEREON.
# 11611 .,"I'DVM./5 =� s AND PAD SURVEYED ON .
JF BEAFJNG/ANGLES BEING THE GEi:.a'CEtiz.
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aetve.
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LOT 2O , OF 1
PI,ANTA'i"�O
ACCORDING TO
AS RECORDED !fi
PAGE C3, ►-. Cs
U RY SU V RECORDS OI`