HomeMy WebLinkAboutTypical Enclosure Details\
211 ��. .-
2x2 HEADER W/ DOUBLE
WASHER & NUT EACH SIDE,
EYE SNUG AGAINST ANGLE
THESE PLANS AND ALL PROPOSED WORK
" SPACE
ARE SUBJECT TO AIRY CORRECTIONS EQUALLY
REQUIRED BY FIELD INSPECTORS THAT s
W4' X 5X' -0 joHE NEO?SV �BRY V1 ORDER TO. -A
ALUMINUM FEAT`.
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O (3)-1/4' x 2' CONCRETE
ANCHOR (TYP.) J,
3' STEEL-CAMELBACK' CLIP (TYP.)
THIS CLIP MAY BE INSTALLED ON T/C
OR ON SIDE [IF CONC. SLAB
`\51 (2' MIN. CONCRETE EDGE DISTANCE)
(2) - A' x 2' CONCRETE
SCREW ANCHOR (TYP.)
--'sole
C - _ - �____ -- BEAM.ST-;y J SCREWS (SEE TABLE) @ 24- D.C. CONCEALED FA T�I�dti� OIl ATT���
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A A A 5052SPLICH32L ALLOY OR EQUAL, 1 8ATE (EACH SIDE �DF E THICKNESS ARE THE ItH ONVIBILITY OF I
_.. C ITMOTOR Oil HO RD
#14x%' SCREWS
�pJ (xl) Cxx) (xxOx) (XXXX)
LINE LINE SCREWS PLATE '.'.,
yG l (t�pT ,k*31� �S'� BEAM -W 'In-C' TOTAL WIDTH t
OR 2'p� 2x4 3 2 24 12'
/5Q ut16 9&5 �pSPy E 2x5 3 3 32 14'
r ('('Ip) 31A � SCR`
P Cf+**�1 X, Ilj j4'c��. (, -„ �v'i-F?�'ii<i 1 f�
1N "•rs�
W\0 2x8v1- 1 5,. It *564g?�F164
2x9 5 6 72 1B'
MANSARD BEAM 2x9(HW) 6 7 BS 18,
' CONNECTION DETAIL 2x10 7 7 96 1B•
Si. Tt CIF ("!)7T:,%' TJ 1 LDIEN�D11VISIGIN - _
t -'- F" 1:. i •� ' xT MIN. (4) #10x3" LONG S.M.S. INTO
�,�L 1 - (3) $12x1¢" S.M.S.: EACH LEG AND SCREW BOSSES (TYP. ALTERNATIVE)
"j (6) #12x1¢" S.M.S. CHANNEL TO BEAM
A
e. a / x 1 (9) SCREW TOTAL
I' _ -\S — D ER-A41T It✓L€ S,T ESE ��PT' ONilllB BEAM STITCHING ®24" D.C.
1�T� T i2°. 1 �� mm'� qq TT11�, SEE TOP AND BOTTOM OF SMB
�1 lw.+...1 ...F. 1711t�,r+. 2z3z0.07.Or��:p� � SEE TABLE FOR SIZES)
1xIA" BY 2" LONG -�TT
f
CABLE BRACE DETAIL ANGLE, EACH SIDE (TYPJ \ / GIRT/CHAIR RAIL
\ (SEE PLAN)
`.
. /(5)-#12x3/4' S.M.S.
_
1x2 0.8. ATTACHED 70 BEAM W/
IxSx�' ANGLE 6' LONG
(TYP. @ EACH BEAM) -
(2)-j1OX2" S.M S'�INTO SCREW BOSS
_
(1)-1/4" S.S. THRU-BOLT
(2) 14'00' LG. @ EACH ANGLE
W/ Ys' NUT AND WASHER
NOTEI PRIMARY SCREEN ENCL13SURE BEAMS SHALL BE
® EACH'SIDE OF BEAM
ATTACHED TO HOST STRUCTUREtCONSISTING OF
CONVENTIONAL TRUSS/RAFTER FRAMING WITH MAX.
(4) N12z2" S.M.S. - 1x2 O.B.
/ FACIA TO BE 2x6 (MIN.) S.P.F. OVERHANG NO TO EXCEED 30' UNLESS OTHERWISE
NOTED PLAN DWG.
TO SUPER GUTTER (TYP.)
ON
OR WESTER RED CEDAR
STRUCTURAL GRADE 2 MIN.
(4) #120/4" S.M.S.
(1) Y4'OX2' LG. LAG SCREW @ 24'
r
U.C, ENTIRE LENGTH OF GUTTER -r'
F BEAM
SECURE FASCIA TO EACH RAFTER TAIL (2) #I0x4" S.M SD,TH
T OR SLOPED)
- - - W/ (1) Ya'Ox4' LONG PAN HEAD LAG SCREWS EAVE RAIL INTO PURU
BEFORE ATTACHING SUPER GUTTER BOSSES ✓f`l;;
(4) #120/4" S.M.S.J
EACH LEG.
5' or 7' SUPER GUTTER
MIN. 0.090' THICK
ROOF BEAM TO SUPER GUTTER
CONNECTION DETAIL
(OR)
(D Y:0x2' LG. LAG SCREWS
(TYP. @ EACH BEAM)
(1) #12x2' S.M.S @ 12' oz,
(MAX) BETWEEN BEAMS
h6' THICK CONTINUOUS
ANGLE
1x2 D.B.
W/(2) #IOx1Y2"
SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) Ya'Ox4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER ..
#10x3/4" S.M.S.J L-y' CONTINUOUS BEAD OF CON
® 2' O.C. ADHESIVE
SI
MIN. (4) #10x2' LONG
(4) A14xV S.M.S., O � S.M.S. INTO SCREW BOSSES
2 SCREWS (TYP. ALTERNATIVE)
EACH .LEG (TYP-) \:�, S.M.B. POST
HOLLOW POST
. 2x3
SCREW
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
2x PURUN
(MAY BE SLOPED
OR FLAT)
I
I^ D.C.
TO 2x3.
UMN/POST PURUN FASTENED TO COLUMN/POST
W BOSSES WITH (4) 12x1" #S.M.S. (EACH LEG)
END, TYP.) USING A" THICK FLAT BAR BENT
TO FIT (6063-T6 ALLOY)
COLUMN/POST
POST/
..(MIN. 0.062- MATERIAL THICKNESS)
`1 x 2 1/8" x 1" x 3" LG.
(TYP. ALTERNATIVE)
J�
2x3%O.045 EAVERAIL ATTACHED TO
BEAMS WITH (3)-#1ox2- S.M.S.
INTO SCREW BOSS.
2x5x.125 ANGLE-2%WIDE WITH
(2)-#14xl" INT/y OjBEAM & (2)-#14z1
INTO UPRIGHT.
S.M.S. ® 24" O.C. -
TO Ix2 O.B. TO 20.
PURLIN TO ROOF BEAM
CONNECTION DETAIL
12xY4" S.M.S. EACH SIDE -�
AM (TYP.) OR
12xY4" S.M.S. EACH SIDE
AM FOR 2x5 COLUMN TO
TEAM- -- - - -
COLUMN/POST
MAIN POSTy,
CON
.1xIA' BY 3" LONG
ANGLE, EACH SIDE (TYP.)
(3) #12x$" S.M.S., EACH
LEG (6) TOTAL (TYP.)
S.M.B. BEAM
-_ -
MAY BE SLOPED OR FLAT
SEE PLAN FOR SIZE)
MW
10
f ¢
7
_
40
e:
3f' MIN., 3 W MAX, C-C ;(
SPACING GF FASTENERS (TYP.)
Ya' MIN. BEAM EDGE
DISTANCE (TYP.)
LUMN TO ROOF BE
WDETAI
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
0 2015 ISSUED
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DRAWN BY:
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CHECKED BY:
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SCALE:
AS SHOWN
DATE:
8111 /06
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KI AS OCIATES, LLC
26887
Box 0039
Tampa, FL 33679
-1'lo-c-7
Drawing No. - 060811
SHEET 1 OF 3
PURUN�RT
COLUMN/POST, : -`"' , $- ANGLE, EACH SIDE (TYP.)
2x2x1/8" x 2" LG. ANGLE S.M.S. WITH MIN." �•%'0 CONCRETE ANCHOR BEAM
^ W/ (4) S12x3/4" S.M.S EDGE WITH
W/2%' EMBEDMENT INTO
(1 �► _ (EACH SIDE) STRUCTURAL CONCRETE (TYP..
EE NOTE"10) _
WO CONCRETE ANCHOR 1"x2"O.B. SOLE PLATE bf�l 1
O O W/2%" EMBEDMENT INTO . PURUN
STRUCTURAL CONCRETE
(EACH SIDE) \ �,
..
_ d'' •d M. .• • ."ti', • • • �� h� -- \'zaxlb' ANGLE CUP, Cur AT 1x3 O.B. FASTENED TO CORNER
•�;l '+ �,d +• ,, A,+4S (+/-) ANGLE AND SECTION WITH #10x2" S.M.S. W/
1� ATTACHED TO THE SCREEN ROOF
3" MIN. (TYP.)' ¢ W ..� BEAM MAY BEAM WITH ONE 1) Y,'O THRU- � DUI. WASHER O 18" O.C.
Y4 Ox2Ys CONCRETE BE FLAT
BOLT, WITH FENDER WASHER.
u u SCREW ANCHOR O 24"- O.C. i OR SLOPED ATTACHED TO BEAM OR EAVE RAIL
v O u AND 9- FROM POST (TYP.) O DIAGONAL BRACING SHALL NOT BE
ATTACHED TO ROOF PURUNS.
ii 1 a 2x2x0.093 BRACE
SEEPLAN FOR SIZE
1x2 O.B. FASTENED TO CORNER
SECTION WITH ;14AX" S.M.S.O
24" O.C. ?j
2x2)W ANiGIiLE 2" LONG (EACH SIDE)
W/(2) P14W S.M.S. TO POST
& 3/8 0 H.D. GALV. EXP. BOLT
W/ 2 1/2'1 MIN. EMBEDMENT
S.M,S. WITH MIN. )6"
EDGE DISTANCE
CORNER POST /
1x2 O.B. SOLE PLATE
I -
CONCRETE •--/ I I I' (TYP.) iu
PLAN VIEW f�
TAIL
_ANGLE=EAC SIDE (TYP.)
"0 CONCRETE ANCHOR
W/2%" EMBEDMENT INTO
STRUCTURAL CONCRETE (TYP.,
SEE NOTE 10)
,— 1'x2. O.B. SOLE PLATE
3" MIN. (TYP.)
Y4 0x2Y� CONCRETE
SCREW ANCHOR O 24" O.C.
AND 9" FROM POST (TYP.)
COLUMN/POST
BEAM SUPPORT
COLUMN/POST
240/8' x 2" LG. ANGLE
W/ (4) #12x3/4' S.M.S
(EACH SIDE)
FIR
Copy
2x5xW ANGLE (2' LONG) V/ (2)-$14
TEKS INTO TOP OF 2x3 EAVE RAIL AND (2)-
N14 TEKS INTO THE FRITNT OF THE CORNER POST
D K I M
& ASSOCIATES, LLC
CONSULTING
1x2 O.B. TOP FRAME
STRUCTURAL
ENGINEERS
CORNER POST
PO BOX
Ix O.B. SIDE WALL CORNER UPRIGHT
Tampa, FL 336 33679
Tel: (813) 374-0321
RevjDat4
DBScri lion
PLAN) ELEVATION VIEW
0 2015 ISSUED
CORNER POST/ COLUMN
Al I
,-- COLUMN
2Fi" MAX. THICK BRICK PAVERS
SET IN MORTAR ON TOP OF FOOTER
•
O.B. SOLE PLATE Z
N
Y4 0x5' CONCRETE SCREWS O 24' O.C. 2 MIN. CONC.
(TYP.), 13!' CONC. EMBEDMENT (MIN.) EMBEDMENT MP.)
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
4" NOMINAL CONCRETE SLAB
12500 PSI, MIN.) W/Bx6x10/10
W.W.M. OR FIBER REINFORCED
[POLYPROPYLENE FIBER -
1.5 POUND (MIN.)PER C.Y.)
d d..
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d
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d4• a.
a .• 4
;. 4
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'
UNDISTURBED SOIL OR
.o •
'
COMPACTED
CRUSHED UMEROCK (90S PROCTOR)
MIN. (1)-15 REBAR CONTINUOUS, SPLICE
MUST OVERLAP 20" MIN.
3" COVER (TYP.)
:TAIL
0
A
2500 PSI MIN. CONCRETE STRENGTH 0
"d a
' d
APPROXIMATE o III
I'. O• d d d
4
co
COMPACTED OR
d. g
UNDISTURBED SOIL/SAND
=
Fa-
W
d
(1)-#5 REBAR, CONTINUOUS
C
II
3" MIN. CONC. COVER, 36" MIN.
—
W
W
1-1
LAP SPLICE
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12" MIN.*
N
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W
MIN. CONTINUOUS PERIMETER FOOTING
m
Z
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(4) %12xii
2"x PURUN
BEAM MAY
BE FLAT
OR SLOPEC
R) OIOx2X
YP. EACH
2) �IOxA
(". EACH
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
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ANGLE V 0
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YX- ANGLE (BRACE) W/ CHECKED BY: DYK
!12x% S.M.S. O EACH SCALE: AS SHOWN
ER INTERSECTION
DATE: 8111106
ANGLE 2- LONG ON
RSIDEW/(4) /1244" S.M.S.
LEG (BEAM & BRACE)
DO YEON KIM, P.E.
BRACE FLA. REG. NUMBER 49497
PLAN)
ALTERNATE (2) DO KIM AS CIATES, LLC
2x3 BRACE C 26887
BOX 10039
— - - -- ampa, FL 33679
p -ti
FOUNDATION/SLAB DETAIL Drawing No. - 060811
SHEET 2 OF 3
_ - - #14x4' S.M.S. W/ lis'0 FENDER WASHER
AND NEOPRENE GASKET @ 12' O.C.
IxSx)6' ANGLE 4' LONG SEALANT, FLASH AS REQ'D. -' MAX,
(3) #14x.': S:M:S. (TYP. @ EACH BEAM)
(TYP. EACH STRAP
AND EACH:SIDE) #14xX' SMS W/ INTEGRAL 14 0
WASHER AND NEOPRENE GASKET
1i22'O.B. @ 18' O.C. TOP B BOTTOM.
(4) g142° S.M.S.,"= SLOPE
1x2 O.B.
TO SUPER GUTTER(TYP.)
O O O O O
¢� o°0 0°0°0°0°0°0°0� 0°°°O°o°o o°
(4) $14x3/4'.S.M.S. O 0 0 0 0 0 0 C O°0°o°O°O
(TYP.) ,'S' °O° OOOA0 on°n°t r.O— 0,.00 0
S.M.B. BEAM --� /" I0 v0 P COMPOSITE PANEL
(2)-%'0 THROUGH BOLT
2x2A- ANGLEAEACH SIDE W/IY4'0 WASHER
(TYP) I S.M.B. BEAM
(8) #14x3/4" S.M.S., 4 SCREWS (SEE PLAN FOR SIZE)
EACH LEG (TYP.) SUPER GUTTER
3x3x0.060 MIN. PLATE W/ 3x3x0.093 POST (MIN.)
,`l„ (3) #14N%' S.M.S. INTO
BEAM AND COLUMN (TYP,)
CONNECTION DETAIL
POST (MIN.)r
(6) 014x% S.M.S.',TOTAL, (
%' MIN. C-C SPACING (TYP
3' BASE INSERT W/1)2' VI
)6' THICK � 63-T6 ALLOY
(2) %'0 STAINLESS STEEL
HOT DIPPED GALVANIZED
WEDGE ANCHORS W/ 2144' I
EMBEDMEIIT INTO C13NCRET
TOP OF CONCRETE
(MIN. 4' NOMINAL SLA
DET,
EQUALLY
(TYP.)
a,/o rnn. w t9LG - FACH SIDE
W/ (8)-MIN. $12x3/4" S.M.S EACH LEG
ROOF BEAM TO CARRIER BEAM CONNECTION
WITH MIN. 1!¢' BEA
(1) Yi 0 x 2' LAG-,
ENTIRE LENGTH OF
SECURE FASCIA TO
W/(1)Y'0x4'L
BEFORE ATTACHING
SOFFIT
RMED ROOF HEADER
(0.044' MIN. THICKNESS)
LEG.
✓@24'p.0
9VNG CHANNEL
I RAFTER TAIL
?AN HEAD LAG SCREWS
\�
lx1x%' ANGLE 3' LONG (EACH k- '
W/ (3) 814xY4' S.M.S. EACH LEG. 2x8 S.M.B. FLAT BEAM
2x3 PURLIN ATTACHED TO
BEAMS WITH (2) #1Ox114' S.
INTO SCREW BOSSES(TYP.)
USE #10xlYz'S.M.S. 0 24'
TO CONNECT TO 1x2 O.B. T(
(9)-#12x4' S.M.S. EACH SIDE
OF BEAM
2x
W MIN., 3 12' MAX. C-C
SPACING OF FASTENERS (TYP.)
X' MIN. BEAM EDGE
DISTANCE (TYP.)
2X CARRIER BEAM TO 2X UPRIGHT
CONNECTION DETAIL
General 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, DO Kim & Associates, LLC have made interpretations where necessary,
4. The following are
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.
S. 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 otherwi+ a 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)-#10x2" per connection unless shown otherwise.
i
8. Unless otherwise shown zrrawc chmll k,. ... -A--
- --------- UISTances as shown inthi!
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
76"
'/2„
#12
0.219
)/Brr
,/16rr
1#14 (1/4")
0.250
%,,
5/a"
table.
9. Structure has been designed to meet the 5fh Edition FBC (2014 FBC), Project is sited where the ultimate design wind speed, Vult,
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),
10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws
or approved equal,
11. Aluminum roof pans shall be of aluminum alloy 3105-1114 or 3105-H28, Composite panel skins shall be of aluminum alloy 3105-H15
or 3105-H25.
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
IZ!�,I2a TI ISSUED I
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DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
8/11/O6
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM ASS CIATES, LLC
- — CA# 87
O B 10039
T mp , FL 33679
. • ( 0-0
Drawing No. - 060811