HomeMy WebLinkAboutEngineering3' x 31 x 0A90' MIN. 6063-T6 ALLOY
PLATE/OR STRINGER (ONE SIDE) WITH
(3) .,- #12 x V4' S.M.S, EACH SIDE AS
SHOWN (%' MIN. PLATE EDGE DISTANCE
6;C-C FASTENER SPACING)
3' x 2' x 0.050' MIN. 6063-T6
ALLOY PLATE OR STRONGER
(ONE SIDE)
(a> - N1.2 x %1 SM.S,
EACH SIDE AS SHOWN
(16' MIN. PLATE EDGE
DISTANCE 6 C=C
FASTENER SPACING)
FOUNDATION
(5) /12x3/4- S.M.S.
1x2 O.S. ATTACHED TO BEAM W/
(2)-/10x2",S.M.S. INTO SCREW BOSS
(I)-1/4'jh' S.S. THRU-BOLT
W/ Y4' NUT AND WASHER
`0,,G1CH SIDE OF BEAM
�12x2- S.M.S. O 24- O.C.
O.B. TO SUPER GUTTER
(4) /12x3/4- S.M.S.
' BEAM
f OR SLOPED)
CORNER POST EAVE RAIL
(11 TOTAL) - e12 x 3'"
s)LS AS SHOWN • MIN,
P x 2' O.B. PLATE EDGE DISTANCE
PATIO SECTION C-C FASTENER SPACING)
0 6' x 5' x 0.050, COLUMN
e 0 6063-T6 ALLOY PLATE
O (ONE SIDE) I3R STRONGER
K-BRACE
2x3xO.070 CHAR RAIL
O O
K-BRACE 0
K-BRACE O
00 O
EARNER POST
ti
V x 2' ROLE PLATE
W 0 CONCRETE ANCHOR (2 PLACES)
IN LIEU OF TYP. Y4' 0 CONCRETE
SCREWS FOR CORNER COLUMN
(4) /12x3/4- S.M.S.-J
EACH LEG.
5' or 7' SUPER GUTTER
MIN. 0.090' THICK
IATERAL °K° - BRACING=--:-_-_—_
_ --
------- �CONNECT-ION DETAILS -
�l
Ix5x)(3' ANGLE 6' LONG
(TYP, a EACH BEAM)
-(2) Y4'Ox3' LG a EACH ANGLE
6' BY 2- LONG -
ANGLE. EACH SIDE (TYP.)
Z4) RREW ' S.M.S:
EACH LEG (TYP.)
HOLLOW POST —
NOTES PRIMARY SCREEN ENCLOSURE BEAMS SHALL HE
ATTACHED TO HOST STRUCTURE, CONSISTING OF
CONVENTIONAL TRUSS/RAFTER FRAMING WITH MAX..
�- FACIA TO BE 2x6 (MIN.) S.P.F. OVERHANG NO TD EXCEED 3V UNLESS OTHERWISE
OR WESTER RED CEDAR 11 NOTED ON PLAN DWG. v
STRUCTURAL GRADE 2 MIN.
(1) Y'Ox2• LG LAG SCREW E 24'
O.C. ENTIRE LENGTH OF GUTTER
/IRU.
SECURE FASCIA TO EACH RAFTER TAIL (2) 01OW, S.M.Sx3 ---�
W/ (1) %'Ox4' LONG PAN HEAD LAG SCREWS SAVE RAIL INTO PURUN SCREW
BEFORE ATTACHING SUPER GUTTER BOSSES �
I i�
(1) Y'Ox2' LG LAG SCREWS
C O 1 CTYP. a EACH BEAM)
l (1) 812x2' SRS. a 12' O.C.
(MAX) BETWEEN BEAMS
A SICK CONTINUOUS
ROOF BEAM TO SUPER GUTTER
CONNECTION DETAIL m1 z D..C.
USE /1Ox1M.S. O 24" O.C. -
TO CONNECT TO 1x2 O.B. TO 2x3.
11
1x2 O.B./FASTENED TO COLUMN/PO:
W/(2) /1ox11¢' SS. INTO SCREW BOSSE
(EACH END. TYF
"--SECURE FASCIA TO EACH RAFTER TAIL
W/ (D Y4'Ox4' LONG PAN HEAD.LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
Yi CONTINUOUS BEAD OF CONSTRUCTION
ADHESIVE
BEAM STITCHING SCREWS (SEE TABLE) a 24' ILQ
SPLICE PLATE (EACH SIDE 13F BEAM)
(� 5052-H32 ALLOY OR EQUAL, LB' THICKNESS, \•
— c
m
ROOF BEAM
CONNECTION DETAIL
(3) /12W S.M.S., EACH LEG AND
((B /17A* S.M.S. CHANNEL TO BEAM
(H3 SCREW TOTAL
2x3xO.070 GIRT/CHAR RAIL
(SEE PLAN)
:4
(MIN. O.MATERIAL THICP
1'x21/8'x 1*x3'LG.
(TYP. ALTERNATIYV
MIN. (4) /10x2- LONG
- S.M.S. INTO SCREW BOSSES
(TYP. ALTERNATIVE)
,
!1
- B. POST---J-
.,HAIR RAIL / GIRT TO POST
CONNECTION DETAIL
y"
_-
2x3xD.045 I
BEAMS WITH
VVV
2x PURLIN
INTO SCREW
(MAY BE -SLOPED
OR FLAT)'
'
�
2x5x.1 2' � GLE—
CHED TO
S.M.S.
WITH
i1
MIN. (4) /10x3- LONG S.M.S. INTO
SCREW BOSSES (TYP. ALTERNATWE)
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
I,&1'% 1 ISSUED '
n
BEAM STITCHING O 24 O.C. •
co)
///"""--- (TYP. TOP AND BOTTOM OF SMB
/ SEE TABLE FOR SIZES)
J
/
_
Q
�
C
W
FANGIff,
3' LONG
U
�
O
H SIDE (TYP.)LEG
EACH
Z
(6) TOTALM(TYP.)
L
U
W
W
O �
a
PURLIN TO ROOF BEAM Q
CONNECTION E
U U
V L
WN BY: DYK
CHECKED BY:
DYK
BEAM
MAY BE SLOPED OR FLAT
SCALE:
AS SHOWN
11-�S.M.B.
(SEE PLAN FOR SIZE)
DATE:
81111106
_
PURLIN FASTENED TO COLUMN/POSE
USE /IOzt)¢ S.M.S. O 24 O.C. —
TO CONNECT TO 1x2 O.B. TO 2x3.
-�q
�.
WITH (4) /HICK' S.M.S. (EACH LEG)
/12xii S.M.S. EACH SIDE
Y.
USING )b' THICK FLAT BAR BENT
TO FIT (6063-T6 ALLOY)
.,OF BEAM (TYP.) OR
�t(6) /12AC S.M.S. EACH SIDE
'�I,aF t3E06M FOR 2x5 COLUMN TO
WMIN., 3 Jk' MAX. C-C
SPACING OF FASTENERS (TYP.)
2x5 BEAM
WMIN. BEAM EDGE
\
'�,
DISTANCE (TYP.)
COLUMN/POST
COLUMN/POST
SIDEWALL POST / COLUMN TO PURLIN
CONNECTION DETAIL
MAIN POST / COLUMN TO ROOF BEAM`
CONNECTION DETAIL
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM & ASS U\TES, LLC
PO 176
��Tam
Drawing No. - 060811
SHEET 1 OF 3
CU6
3' MIN.
//_ -�,
PURUN " FT
COLUMN/POST
$' ANGLE EACH SIDE (TYP.)
2x2x1/8° x 2' LG. ANGLE
S.M.S. WA%�"j�
Wo CONCRETE ANCHOR
W/ (4) 012x3/4° S.M.S
EDGE DI`"'
W/2%° EMBEDMENT INTO
(EACH SIDE)
STRUCTURAL CONCRETE (TYP..
%°0 CONCRETE ANCHOR`
NOTE 10)
1 0.8. SOLE PLATE
W (2%- EMBEDMENT INTO
UCTURAL CONCRETE
(EACH SIDE)
•
� c e .
Y4*04% CONCRET\24'
at
SCREW ANCHOR OO.C.
cam. u
v�
Vl
AND 9' FROM POST (TYP:)
COLUMN/POST
�1x2 O.B. SOLE PLATE
>`I
SEE PLAN FOR SIZE
1x2 O.B. FASTENED TO CORNE
SECTION WITH /14x1i " S.M.S.(
24' O.C.
2x2x)(I' ANGLE 2' LONG (EACH
W/(2) �/14x74S.M•S. TO POS
w
a
Z
& 3 8 0 H.D. GALV. EXP. BOLT ♦ U3 �I
W/ 2 1/2' MIN. EMBEDMENT
_LvL
CORNER POST / COLUMN
TO CONCRETE
CONNECTION DETAIL
S.M,S. WITH MIN. ANGLE, EACH SIDE (TYP.)
EDGE DISTANCE ,r %°0 CONCRETE ANCHOR
W/2%° EMBEDMENT INTO
STRUCTURAL CONCRETE (TYP.,
SEE NOTE 10)
1 °x2' O.B. SOLE PLATE
3' MIN. (TYP.)
z W
Y4 0x2Yi CONCRETE
SCREW ANCHOR O 24' O.C.
Z
AND 9' FROM POST (TYP.)
~emu
N
9, COLUMN/POSTS `
1x2 O.B. SOLE PLATE
O O
�- G
r
OF CONCRETE J
1' (TYP.) i
Nv p
P AP AMN VIEW
'MAIN COLUMN TO CONCRETE-
` -CONNECTION DETAIL`-
2'x PURUN
yyy/
/
2x2x%' ANGLE CUP, CUT AT
I
A'45' (+/-) ANGLE AND
ATTACHED TO THE SCREEN ROOF
BEAM MAY
BE FLAT
BEAM WITH ONE (1) Y4 O THRU-
OR SLOPED
^ BOLT, FENDER WASHER.
ATTACHED TO BEAM OR EAVE RAIL
L\
O
DIAGONAL BRACING SHALL NOT BE
ATTACHED TO ROOF PURUNS.
2x24.093 BRACE
(SEE PLAN)
'PLAN - TYPICAL DIAGONAL ROOF
BRACE,CONNECTION
O
� COLUMN
216° MAX. THICK BRICK PAVERS
SET IN MORTAR ON TOP OF FOOTER
•
0.8. SOLE PLATE Z
Aft
2x5xW ANGLE (2' LONG) V/ (2)-814
TEKS INTO TOP ITF 2x3 EAVE RAIL AND (2)-
®14 TEKS INTO THE FRONT OF THE CORNER POST
L 1x2 O.B. TOP FRAME
1x3 O.B. FASTENED TO CORNER CORNER P13ST
SECTION WITH d1Ox2' S.M.S. W/
' DIA. WASHER O 18. O.C.
ix O.B. SIDE WALL CORNER UPRIGHT
ELEVATION VIEW
CORNER POST / COLUMN
UPRIGHT DETAIL
—2500 PSI MIN. CONCRETE STRENGTH
'd v
APPROXIMATE o I
G
• a• d
a' COMPACTED OR
d. 4 UNDISTURBED SOIL/SAND
d (1)-#5 REBAR, CONTINUOUS
3" MIN. CONC. COVER, 36' MIN.
- - LAP SPLICE
12" MIN
MIN. CONTINUOUS PERIMETER FOOT
):
. I i;t
``. °`tea
BEAM
ALTERNATE (1)
2xl)(%" ANGLE
(4) /12x3'V S.M. BRACE
2'x PURUN 2'x1')X' ANGLE (BRACE) W/
(4) 0123IY4" S.M,S• O EACH
MEMBER INTERSECTION
BEAM MAY
BE FLAT
OR SLOPEC
(T_1V EACH
(2) jIOxA
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
ANGLE 2' LONG ON
RSIDEIW/(4) 012xi4' S.M.S.
LEG (BEAM & BRACE)
3RACE
PLAN)
ALTERNATE (2)
2x3 BRACE
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 1 OD39
Tampa, FL 33679
Tel: (813) 374-0321
A 2015 ISSUED
0
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a
c
DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
8111/06
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM & ASS IATES, LLC
87
P x, 0039
Ta a, L 33679
ro' (re 7
FOUNDATION/SLAB DETAIL
Drawing No. - 060811
SHEET 2 OF 3
v
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 Vc=2500 psi, and be in accordance with the requirements of All 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, 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. Wall screen shall be removed in accordance with Rule 61G20-1.002
Alternative Design for Screen Enclosures. Aluminum shall be 7005-T53 Alloy, 6005-T5 Alloy, or 6063-T6 Alloy based on industry
standard shapes, thicknesses, and tolerances unless otherwise noted.
6.
y.
8.
Unless otherwise noted, SMB shall be stitched with #100/4" SMS at 24"o.c., top and bottom.
Connections using screw bosses shall have minimum (4)-#10x2" per connection unless shown otherwise.
Unless otherwise shown, screws shall have minimum edge distance and center -to -center distances as shown t i to
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"
1/2"
#12
0.219
1 3/8"
1 9/16"
#14 (1/4")
0.250
1 1/2"
5/8"
9. Structure has been designed to meet the 51h Edition FBC (2014 FBC). Project is sited where the ultimate design wind speed, Vu11, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure C. Design pressures are from Table 2002.4,
2014 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.
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
Rev.tDateI Descdptlon
0 2016 7/27 ISSUED
0
0
0
0
MiVEDY�:DYK
DYK
ASSHOWN
8/11106
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM 8 ASS CIATES, LLC
A# 2 887
P Boxii]�1039
T.
pa, FL 33679
Drawing No. - 060811 1
SHEET 3 OF 3
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LIN
EGAL DESCRIPTIONP
(AS FURNISHED BY CUEND
LOT 15, POD 28, OAKHILL, AT THE RESERVE, ACCORDING TO
!THE PLAT THEREOF. AS RECORDED IN PLAT BOOK:34, PAGE 29
'OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA
1ADDRFSS: 8418. Bit$:RY PLACE
PORT ST. LUCIE, FL 34986.
SURVEY 140TESS.
t. NOT VAUD MASS SEALED VOTH AN SMSOMD
SUAVEi(OITS SEAL
2. LANDS SHOIAN HEREON WERE WT ABSTRACTED
FOR ROiTS-OF-WAY. PkSEMOM. OR 3.XAND DEWRIPTM HEREON WAS PROVIDED BY
THS duatiT.
4. BEARINGS WOV%I HERW4 ARE BASED ON THE PLAT
6. THE PURPOSE OF THIS SURVEY is FOR USE IN
OBTAINM tM.6 04URANCE AiNIXAtINANCING
AND SHOUW NOT BE USED FOW098M OR
CONSTRUCTION PURPOSES MMS 07HERVOSE
STATES? 6NTHE SURVEY.
6, EMATIONS SHOVM HEREON ARE BASED UPON 14A.V. R SS
7. DIMENSIONS PREVAIL OWR SCALE
k. ADD=ft OR OtLETIONS TO SLIAVEY MAPS OR
RMATS BY OTHER THAN THE S%MING PARTY OR
PARTMSISPROMWWWMWVVRnituCOW�Et4T
OF THE SIGNM PARTY OR PARTIES..
9. SMVEY wy Cov9REo BY-PAOFESSIONAL
10.7mSURVEY vmPREPARED wmiq.VrTHE sENEFiT
OF ACOMMMOU FOR TITLE INSURANCE,
1. Ut4DERdRO1UND UTILITY INPTALLATION&UNDMOROUND
-WFAOVftWMF0tWDATlONSM=RAIRY OTHER
UNDERGRWW STRUCTURE WERE NOT LOCATED BY
THIS SURVEY UNLESS SPECIFICALLY NOTED.
J2-UNLESSNOT96 D OTHERWISE. ALL
PR mmit
PRbfEIk-iYCORDS - 1f ME rom AND HAVE
NO X&4W"TION OR SAID MENTIFICATION WAS
ILEGABLE.
a'*1S-SUIWEY IS PREPARED FOR THE EXCLUSIVE USE
AND wNuir OF omLy THE PARTIES tmpip To
HEREIN. R04TS OR UaSluTy TO ANY TMO PARTIES
CANNOT BE TRMSFERAED OR AMNM
CIERTIFIRD TO:
<1� Ilt Pt b�-
-4
L
&IELD Vvom COWLETEQ.-
commosiono
LB# 7941
316 SrVW SOUTH QUICK&CIRCLE
14jWU2ji4E'%?4 bX9
(772) 204-4S94 field
MIN. SETBACK RE(I
FRONT 10 '
SIDES C3
CNR SIDES
REAR
ZNG.
TECH.
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FLOOD ZOqE`.'W
MAP... J2j11CO275J'
'DATED: 2/i6/J2
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DATE.
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