HomeMy WebLinkAboutTYPICAL SCREEN ENCLOSURE DETAILS 12-5-18FL
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ST. LUCIE COUNTY BUILDING D SION
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o _ 5� CLIENT: Pioneer Screen nc. II D D D D D
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M CO 4104
° jj DESCRITION: � �I o G7 C IL oZ 0 �—n m > o o TYPICAL SCREEN ENCLOSURE DETAILS m m
w 0 m m o Nm Z7 ,ZI En
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DOUBLE S.14B. BEAM
(SEE PLAN FOR SIZE)
POST
4)-'%-0 THRU-BOLT -
� — ASHERS
I
DOUBLE S.M.B. BEAM
(SEE PLAN FOR SIZE)
(4)- '0 THRU-BOLT -
V/ WASHERS
NOTCH POST TO -
ACCEPT BEAM
POST CONNECTION DETAIL
114x 4. 0 24- O.C.
(TYP.) -�
- Oj -1 - loxi 12" O.C. OR
. 4
(1)-j14xY4,- 0 24- o.0 S.M.S.
MIDHEIGHT OF BEAM —
BxifiM S
0 24-
& BOTTOO.0M
., TOP —
DOUBLED BEAM
(SEE PLAN FOR SIZE)
i
BEAM STITCHING SCREW 0 24. O.C.
(TYP. TOP, AND BOTTOM OF SMB)
(2)-j14x)•4. S.M,S.
THROUGH
UPRIGHT INTO
NTOTO
POST 0 12. O.C.,
-
(IYPJ
POST (SEE PLAN FOR SIZE) (3)-%'0 THRU BOLT
W/Li%'0 WASHER
2x SMB //f//
6' BASE INSERT V/2W VERTICAL
HT UPRIGOR�O.8.
(PLAN
LEGS Jfi' THICK 6063-T6 ALLOY
FOR
DII NDT USE CAS_TDD NDT USE CAST AIM. BASES (TYP.)
SIZE 6
LOCAT1ION)
L
(4)-%'0 HOT DIPPED GALVANIZED
WEDGE ANCHORS V/ 3' MIN. EMBEDMENT
0 O
INTO CONCRETE.
i4 , .. c :
TOP OF CONCRETE
•
6x6x0.125 (MIN.) POST TO
CONCRETE CONNECTION -DETAIL z• MIN. EDGE
DISTANCE (TYP.)
SCREW
j14x 4- 0 24- O.C.
(TYP.)
SPACED (TYP..)
SINGLE%SM,
(SEE k1AN
C2>„2X10 CARRIER BEAN
7 <4)-'0 THRU-HDLT
I
W/ 11' WASHERS, E0.
SPACED.
NOTCH POST AS REOURED
'•
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2. SAVE BEAM
TYP, EAVE_RAIL--BEAM CONNECTION
_—2X4:C(6)-j12x1'
4'xO.125- MIN. THICK CHANNEL-W/ 2)b' LEG. MIN.
2XIO: (12)-#12xj!--s:Ms-EACH SIDE
S.M.S. EACH SIDE
TYP.
` S.M.B. BEAM
(SEE PUN FOR SIZE)
AND EACH SIDE)
EXTRUDED OR BRAKE=FORMED RECEIVING
CHANNEL(0.044' L G THICKNESS) WITH
- - - -MIN.-114'_ BEARINGfL%EC� - -- ----- -
k14xw SMS V/ INTEGRAL %'0
WASHER AND NEOPRENE GASKET
i 8 I& D.C. - CTYP.)
(8) 014=2x)4- S.M.S.
\ °O°O°O°O°O
SUPER GUT
��2' 0 DEILLI3P OF CONSTRUCTION
\ADHESIVE R 5' ac.
`t�CONNECTION-DETAIL
LAID FLAT 2x4 S.M.B. BRA
i
3' COMPOSITE -_
j' ROOF PANEL
I COMPOSITE PANEL ROOF DETAIL N13T SHOVN"FGR CLARITY.
S.M.B. BEAM
O O O O O O O O O O O O L —� SEE DETAIL ABOVE FOR CONNECTION DETAIL.\�
0 0 0 0 0 0 0 0 0 0 o c �\
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 o c °o°o°o°o°0°o°0°er O°C
0 0 0 0 0 0 0 0 0 0 0 0_ °°°°°00°0°°°°°o°o°c\
0 0 0 0 0 0 o•I
SECTION A -A %',4x2x1jj- ANGLE
(TYP. EACH SIDE OF BEAM) t
1 I (12) j14x3/4' S.M.S., (6) SCREWS
EACH LEG - (24) TOTAL
(TYP. EACH SIDE OF BEAM)
(2)-R10x3' S.M.S. W/ II:'0 FENDER WASHER
AND NEOPRENE GASKET (3)-i(j-0 BOLTS W/ 117 WASHER
LAID FLAT. 2x4 S.M.B. BRACE (TYP. 0 EACH BEAM) NOTCH POST TO RECEIVE BEAM
6-x6'x0.125' MIN. COLUMN
(TYP-)
J 0 0 0 0 0 0 0 o
0000000000000000o0 COMPOSITE ROOF TO CARRIER BEAWPOST
� 7 0 0 0 0 0 0 0 0
11 CONNECTION DETAIL
I3' COMPOSITE PANEL
LIWI 2X10 CARRIER BEAM /
DETAIL 2
lx5x)s' ANGLE 4' LONG
131 N14x�'� S.M.S. (TIP, 8 EACH BEAM)
(TYP, EACH STRAP
AND EACH SIDE)
2x PURUN
(MAY BE 5LD
OR FLA ((FLA:r
W/ IX-0 FENDER WASHER
AND NEOPRENE GASKET /
LAIDBRACE
PURUN FASTENED TO BEAM WITH (4) j12x1- S.M.S. (EACH LEG)1USING THICK FLAT LIAR BENTOo00000000
TO FR�(6063T6 AIiOY)°O°00000°O
0 0 0 0 0 0
EXTRUDED OR BRAKE -FORMED RECEIVING
CHANNEL (0A44' MIN. THICKNESS) WITH
MIN�lY2;BEARING LEG. SUPER GUTTER
DETAIL 1
TER
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,'L. ' ANGLE 4' LONG �� ��
ASSOCIATES, LLC
—C-QN-S_U-LT-I-N-G_
FACIA TO BE 2x6 (MIN.) ��
STRUCTURAL
�''
ENGINEER S
(1) Y.'0x2' LG, LAG SCREW E 1z
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T
QC. ENTIRE LENGTH OF GUTTER
`�
SECURE FASCIA TO EACH RAFTER
AIL•
PO BOX 10039
O - -- - W/C1)J}y_0x4�0IgG�Ay_F1EADLAG �CREH_S
------ _ _ —BEFORE ATACHING-SUPER�
- _ --
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Tel: (813) 374 0321 — --
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DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
8/11/06
4,
FACIA TO BE 2x6 (MIN.)
DO YEON KIM, P.E.
I
FLA. REG. NUMBER 49497
(1) 14'OX2' LG. LAG SCREW 111 12'
D.C. ENTIRE LENGTH OF GUTTER�
SECURE FASCIA TO EACH RAFTER TAIL
DO KIM SSOCIA ES, LLC
V/(D IY0x4' LONG PAN HEAD LAG SCREWS
2688
BEFORE ATTACHING SUPER GUTTER
P BOX1 9
Ts pa 336779
(� • >0 v
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Drawing No. - 060811
SHEET 2 OF 3
S¢ POSE M FIX MU11.
APPROXIMATE
-III • o• ,zo ' d' • • I I GRADE
1 • " ° #3 TIES ® 24" O.0
° n
- + •
° (2)—#5's CONTINUOUS
\ T&B, 36" OVERLAP SPICE.
3" COVER III —III I I `—COMPACTED OR
(TYP)2" COVER—[L UNDISTURBED SOIL/SAND
(TYP)
16'
CONTINUOUS FOOTING DETAIL
IOwo,o 0 o I
10 0 0J0( o I
l 0 0 0� o
5' STRUCTURAL
SUPERGUTTER
S.M.B. NOTCHED SO THAT PORTION
OF BEAM CONTINUES ALONG GUTTER
FOR 5'' ALSO GUTTER OVERLAPS
FOR 5' THUS SCREWS SHOULD
PENETRATE ALL (3)-LAYERS.
ELEVATION B-B
I
i(4)-#14x2W S.S. LAG SCREWS
,lV/lY4'0 WASHERS INTO HOST
'TRUCTURE, 2' MIN. EMBEDMENT
EXISTING
STRUCTURE
5' STRUCTURAL
1 SUPERGUTTER
1004
V
(12) #14x%' S.MS, THRU J
BEAM WEB INTO GUTTER
•'� \ 1'x6'xi6'CLIP W/ (2) #14x3e4' S.M.S.,_
INTO S.M.B. & (4) INTO GUTTER
PLAN
51
2x__ S.M.B.
(SEE PLAN FOR SIZE)
NOTCH KNEE BRACE TO ACCEPT BEAM
FASTEN WITH (6) #14X:Y SM.S.,
EACH SIDE. OR (2) Yi 0 THRU BOLTS
W/ WASHER & NUT.
(ALTERNATIVE) CONNECT KNEE BRACE
BOB -T6
ALLOY PLATE OR STRONGER, FASTEN
WITH (6)-#14X14' SMS EACH SIDE,
(6)-#14kY4 SMS WEB OF CHANNEL.
BEAM(S) (PATIO/S.M.B.)
(4)-#14x2Jfi' S.S. L.0 SCREWS
V/1Y4'0 WASHERS INTO HOST
STRUCTURE, 2' MIN. EMBEDMENT
EXISTING
STRUCTURE
-
-
— - -- - -1z54' ANGLE 4' LONG -
STRUCTURAL
(2) ® CARRIER BEAM
SUPERGUTTER
(4) #14xt S.M,S, THRU
4x4xO.125-KNEE-BRACE
ANGLE INTO GUTTER
�OR.SEE`PL'AN-FOR-SR=�
-
TYP.
Jt;r
ALLOY PWE-OR-STRONGER;
WITH'(6) #14XY'4 SMS-EACI
OeQ)-Y4*0 BOLTS W%-1VA;
KNEE BRACE LENGTH
(24MIN.)
KNEE BRACE CONNECTION DETAIL
2x__ S.M.B.
(SEE PLAN FOR SIZE)
ELEVATION
5' STRUCTURAL
SUPERGUTTER
Ix5xW ANGLE 4'
LONG - TYP.
(4) #14xt S.M.S. THRU
ANGLE INTO GUTTER
TYP.
2x2x)(3' ANGLE 4' LONG
r-- W/(4) 614xY4' S.M.S. EACH LEG
BEAM STITCHING SCREW 8 24' O.C.
& WITHIN 3' FROM ENDS SEE TABLE
FOR SIZE (TYP. TOP AND BOTTOM.)
2x__ S.M.B.
(SEE PLAN FOR SIZE)
- NOTCH BEAM TO RECEIVE GUTTER
NOTE -
NOTCH ONE SECTION OF SUPERGUTTER TO RECEIVE
OTHER SUPERGUTTER AND SECURE V/(12)-#12X9V4'
SCREWS SHALL PENETRATE OVERLAPPED SECTION I
GUTTER AND BEAM FLANGE. CARE SHALL BE TAKEN'
CARRIER BEAM TO SUPER GUTTER CORNER CONNECTION
I
I
I
ti(
I
1
PLAN
CARRIER BEAM TO SUPER GUTTER
A
2x BEAM
(SEE PLAN)
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 316.
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. Aluminum shall be 7005453 Alloy, 600545 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)410x2" 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 ITEM Screws (Industry Standard Screws)
Screw
Nominal Screw Diameter
(in)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
s/„"
1/2
#12
0.219
3/8"
°/U
#14 (1/4")
0.250
Ys"
I S/e"
9. Structure has been designed to meet the 611 Edition FBC (2017 FBI). Project is sited where the ultimate design wind speed, Wit,
is 150 mph (3-sec gust) for risk category I buildings and other structures. Exposure C. Design pressures are from Table 2002.4,
2017 FBI reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASD).
10. Concrete anchors may be "Large Diameter Tapcons" (LTOs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws
or approved equal.
11. Aluminum roof pans shall be of aluminum alloy 3105-H14 or 3105-H28. Composite panel skins shall be of aluminum alloy 3105-H15
or 3105-H25.
12. 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.
& ASSOCIATES, LLC
_ CONSULTING_
STRUCTURAL
ENGINEERS
PO Box 10039
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DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
8111106
DO PEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KI "AS1TES, LLC
t
041,1
Ta 79
Drawing No. - 060811
SHEET 3 OF 3