HomeMy WebLinkAboutSCREEN ENCLOSUREFOUNDATION NOTES:
EXISTING 16"X12" FOOTER CONTINUOUS
INFORMATION PROVIDED BY CONTRACTOR
NOTE:
DOOR LOCATION IS OPTIONAL AND TO BE
DETERMINED BY THE CONTRACTOR
NOTE:
CONTRACTOR CAN USE BIGGER
SECTIONS FOR BEAMS AND COLUMNS
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UPLIFT CALCULATIONS:
TOTAL AREA OF STRUCTURE = 682 SQ. FEET
WIND PRESSURE ON SCREEN ROOF: 6.96 PSF
WIND PRESSURE ON SOLID ROOF: 24 PSF
WEIGHT OF THE STRUCTURE: 2 PSF
WIND UPLIFT FORCE = 6487 LB
TOTAL LENGTH OF FOOTING = 83 FEET
WEIGHT OF FOOTING=150X1X1.33X83 = 16558 LB
TOTAL WEIGHT =16558 LB > 1.67X6487 = 10833 LB OF
EXISTING CBS WALL
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RB = ROOF BRACING
KB = K- BRACING
ALL LIGHT GAUGE STEEL MEMBERS SHALL CONFIRM TO
ASTM A653 WITH MIN YIELD STRENGTH OF 45 KSL
ALL EXISTING SLABS AND FOOTING CONCRETE MUST BE
WITHOUT ANY CRACK OTHERWISE NEED TO BE INSPECTED
BY CALC ENGINEERING.
ALL CONCRETE ANCHORS SHALL BE INSTALLED TO
NON -CRACKED AND INTACT CONCRETE SURFACE.
ANCHORS SHALL BE INSTALLED IN ACCORDANCE
WITH MANUFACTURES RECOMMENDATIONS.
FILE COPY
J14'
HOST STRUCTURE (2" FASCIA
I
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.4" 1 3"INSULATED ROOF
FI (6.632 X 7L6)
(NOA FL-7661) `
! 10LB
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OST STRUCTURE (2"
7" SUPER
203
GUTTER
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203
203+2X10
29'
PLAN
GENERAL NOTES:
- WIND PRESSURES HAVE BEEN DETERMINED BASED ON ASCE 7-10, WIND
SPEED OF 170 MPH, EXPOSURE C.
THIS STRUCTURE HAS BEEN DESIGNED AND MUST BE FABRICATED IN
ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF FBC 2017. DESIGN
CRITERIA OR SPANS BIGGER THAN STATED IN THE PLANS MAY REQUIRE
ADDITIONAL CALCULATION AND CHANGE IN THE PLAN.
CALC ENGINEERING SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO =
REEVALUATE THE WORK AND DESIGN UPON DISCOVERY OF ANY INACCURATE -
INFO PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION
AND INSTALLATIONOFMATERIALS.
NO EXTRA LOAD IS PERMITTED TO APPLY ON THE STRUCTURE AT THE TIME
OF INSTALLATION.
- CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON
ROOF INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY
JUSTIFY GREATER DESIGN CRITERIA.
ALL FASTENERS TO,BE #10 OR GREATER ASTM F593 COLD WORKED 304
STAINLESS STEEL UNLESS NOTED OTHERWISE.
ALL ANCHORS FOR ALUMINUM SHALL BE SPACED WITHIN 2 TIMES DIAMETER
END DISTANCE AND 2 TIMES DIAMETER MIN SPACING TO ADJUST ANCHORS.
1X2
203+2X10
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FRONT ELEVATION
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EXISI7NG CBS WALL
TRANSOM WALL
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EXISTING 16"X12"
PERIMETER FOOTING
REVIEWED FOR
CODE' COMPLIANCE
ST. LUCIE COUNTY
BOCC
DESIGN CALCULATION:
BASIC WIND SPEED (RISK CATEGORY 1)170 MPH
DESIGN BASED ON CATEGORY I
EXPOSURE CATEGORY:C
3-SEC PEAK GUST IN MPH
DESIGNED BASED ON 6005-TS ALUMINUM
18X14 MESH TYPE
WIND PRESSURE ON SCREEN ROOF: 6.96 PSF
WIND PRESSURE ON WALLS: 22 PSF
WIND PRESSURE ON SOLID ROOF: 24 PSF
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WITH ADD'L 3/8'X5" LAGS
0 ROOF TRUSS OR�
RAFTER TAIL
Ek/s7-
7RUsS
CONT. SHIM ANGLE
(FOR SLOPED FASCIA)
7" SUPER GI
IX7X1/8" ANGLE (6" LONG) 0 EACH BEAM ATTACHED
TO FASCIA W/ Y4"X3" LAGS (2 PER ANGLE) AND #14
TEK SCREWS (2 PER ANGLE).
7" SUPERGUTTER ATTACHED TO FASCIA WITH Y4' X 3"
LAGS 0 24" O.C.
0
0
MANSARD BEAM
2X3X3/16" ANGLE W/ (4) #14 TEK SCREWS
TO MANSARD BEAM AND (1) Y4" THRUBOLT
WASHER & NUT AND (2) #14 TEK SCREW
(THROUGH 1X3) TO 5" SUPERGUTTER
1X3 ATTACHED TO SUPERGUTTER WITH #12
TEK SCREWS 0 16' O.C.
BEAM TO FASCIA CONNECTION
CHAIR RAIL
DIAGONAL
(K-BRACE)
SCREEN SIDE
GUSSET
ANGLE BEHIND
PARTIAL ELEVATION/ K-BRACE AT CHAIR RAIL
GLE BRACKET W/(9) #14
TO WALL MEMBERS
— EAVE RAIL
16" EYE -BOLT WELDED
CLOSED WITH DEL NUTS
DOUBLE COMPRESSION SLEEVES
y" STAINLESS STEEL CABLE
DOUBLE COMPRESSION
SLEEVES
,->� r- COLUMN
y" STAINLESS STEEL
1 1/'x 5 %" x %"FLAT BAR � (2) ONI 1/2"
TAPCON
CABLE BRACE DETAIL
(4) #10 S.M.S. FROM
INSIDE FACE OF COLUMN
INTO SCREW SPLINES OF 1/4' THRUBOLT/
`\ 20 (1-YZ: EMBEDMENT MIN.) 3/4 0 WASHER/
`\ `2X3 CHAIR RAIL NUT
`COLUMN
CHAIR RAIL CONNECTION
"K" BRACE INSTALLED AT COL OUTSIDE
FACE: USE 5" X B" X 0.064' MIN. PLATE
W1(12)-#10'S INSIDE: USE 0.0B4' MIN
ANGLE 1'X3'X8' LG. Wl(12)10'S
OR (2) 1'X3-X4' LG. ANGLES W/(6) -o10'S
°K" BRACE INSTALLED
W15'X 51 X mow
MIN. PLATE OUTSIDE W/
(9) -010 S.M.S PER PLATE
INSIDE: USE 0.064" MIN
ANGLE 1' X 3' X 4° LG,
ANGLES W1(9) -#10'S
NOTES: "ICBRACING
1) PROVIDE MIN r BETWEEN FASTENERS & MIN z"
EDGE DISTANCE
2) PROVIDE A MIN. OF TWO FASTENERS PER
MEMBER
3) 2X2X.090 MAY BE USED IN LIEU OF 2X3X.060
2X2X1/8" "C" CHANNEL-1
W/(1)1/4" THRUBOLT/WASHER/NUT
ROOF BRACING
" ANCHOR OTHER END TO BEAM W/
(1) Y4" THRUBOLT/WASHER/NUT OR
(2) #14 TEK SCREWS
** ANCHOR OTHER END TO PURLIN
W/ (1) Y4" THRUBOLT/WASHER/NUT
FILE COPY
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EXIST. WOOD/CONC.
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o Y4-TAPCONS 024° O.C. FOR CONCRETE Y4 J & " LAGS 0 18" O.C. FOR WOOD
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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
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F SEE SITE SPECIFIC DRAWING
v1 FOR FOUNDATION DETAILS
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9 LB
CARRY BM.
USE (2) 1/12"X7"
THRUBOLTS
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10 LB (NOTCH TO SIT -
BEAM ON COLUMN)
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FIT
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ATTACH INSULATED PANELS
WITH (1) 1/4"X4" LAGS 0
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O
3X3X1/4 ANGLE
W/ (6) #14 TEKS
SCREWS EACH SIDE
(AS SHOWN)
CARRY BEAM TO 6X6 COLUMN
USE #12 SMS ® 24"
O.C./ TOP & BOT.
FOR 7LB OR SMALLER o
AND #14 SMS 0 24" p
O.C./ TOP & BOT. FOR
8LB OR GREATER
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LAP BEAM CONNECTION
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(EACH SIDE) (MIN 2 Y2"
EMBEDMENT TO CONCRETE)
2-}"X3" THRU-BOLTS
AT EA. COL. TO BEAM
(EACH SIDE) ADD 1 EXTRA CLIP ANGLE W/
(MIN 2 Y2" EMBEDMENT (5) #14 SMS EA. SIDE &
TO CONCRETE) (1) 1/4"X3" TAPCON EA. SIDE
(2 Y2" MIN. EMBEDMENT)
COLUMN ATTACHMENT
TYP. SELF„ -
MATING BEAM
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INSIDE OF SPLICE W/
SCREWS PER SCHED.
BELOW
MANSARD BEAM SPLICE
REQ'D # OF #14 TEK
SCREWS
4LB - 6LB
6
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32
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36
10
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11
44
2X2X1/8 CLIP ANGLE
W/ (2) #14 TEK SCREWS
EACH FACE, EACH SIDE
MANSARD SPLICE DETAIL
NOTE:
PROVIDE MIN 1" SEP BETWEEN
FASTENERS. MIN 1" EDGE
DISTANCE BETWEEN
FASTENERS & GUSSET PLATE
2X2Xl/8 CLIP ANGLE
W/(3) 914 TEKS EACH
SIDE AS SHOWN
91-13 MANSARD BEAM
203 WITH (1) #14X4" LG.
TEK SCREW@ IT C.C. 6" LONG "Z" BRACKET ® EACH BEAM ATTACHED
p TO BEAM W/ #12 TEKS (3 PER BRACKET)
® 1X2 (OPTIONAL) ATTACHED TO SUPERGUTTER
® W/ (1)#14 X 2' TEK SCREWS ® 24" O.C.
—ER/NU' ANGLE W/ (1) Yc" TEA. SIDE
0001
� 10L8 WASHER/NUT & (3) #14 TEKS EA. SIDE
® (#14'S CAN BE REPLACED W/(2)
'�� 1/4- THRUBOLTS) u
1X2 ATTACHED TO MANSARD BEAM
—TEKS WITH (1)#14 CUT OFF+CAP OPTIONAL FOR MANSARD BEAMS
TEK SCREW �B"C.C. ( )
5 SUPER GUTTEF
6XGX3116 6XBX3/16
COLUMN
NSULATED ALUM. PANEL
ATTACHED TO CARRY
BEAM W/ #14 TEK OR
LAGS (4"1-G.) W/1"
WASHER ® 8" O.C.
ATTACH S. GUTTER
TO CARRY BEAM W/
Y: THRUSOLTS
0 24' O.C.
9LB,CARRY'BEAM
BEAM TO COL. ATTACHMENT 1 REVIEWED FOR INS. PANELS TO BEAMS. ATTACHMENT' ='
CODE COMPIL-5 Mom
FILEST. I.UCIE COUNTY3" ALUM.
COPY e®cC
OSCR 3" LONG 2"X2"X}'
A. PURLIN U-CHANNEL W/(4) -
#14 TEK SCREWS TO BMB"
r THRU - BOLTS
OR (4) 914 TEK SCREWS
EA. SIDE
PURLIN CONNECTION
� 203 PURLIN
203 NTH (1) #14X4" LG.
TEK SCREW @ 12" C.C.
10LB 6X6X3/16
COLUMN
IX2 ATTACHED TO
—10 LB WITH (1) #14
TEK SCREW @ 8" C.C.
7LB
COLUMN
PURLIN ATTACHMENT
"BACKER
PLATEINTERNAL
SLOPING PURLIN '
DOWN PURLIN CONNECTION
F--1
0 0 00 (3 000
0
ol
10 LB CARRY BEAM o
0
3"XW/ () 1/4 X3" TAPCONS
TO CBS WALL AND (6) #14 SMS
TO CARRY BEAM EACH SIDE (#14
TEK SCREWS CAN BE REPLACED
W/ (2) Y4"X3" THRU BOLTS
CARY BEAM TO CBS WALL
1X2 2X3X1/8 CLIP ANGLE
W/ (2) 3/8"X5 1/2" TAPCONS
(2" MIN. EMBEDMENT) &
07 (3) #14 TEK SCREWS
® lX2OR1X3 RECEIVING CHANNEL WITH
#12 S.M.S. B 8" O.C.
TOP & BOTTOM
1X2 OR 1X3
1X2�
ME
2X3X7/8 CLIP ANGLE
W/ (2) 3/8'%5 1/2" TAPCONS
(2" MIN. EMBEDMENT) &
(3) #14 TEK SCREWS
CORNER COLUMN 1
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3" INS. PANEL
3" INSULATED ROOF TO
FASCIA ATTACHMENT
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V4"x3" LAGS 16" O.C.
ALONG HEADER.
3/8"x5' LAGS
TO TRUSSES
(0 24" MAX)
— 2" SUB FASCIA
CONT. SHIM ANGLE
(FOR SLOPED FASCIA)
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FILE. co-%OPY
y )pzz FILE COPY
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
REVIEWED FOR,
CODE COMPLIANCE
ST. LUCIE COUNTY
Bocc