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T IEZSE PLANS AIND ALL M-POSED WORK
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JUL 13 20W
PERMilliTIING
St. Lucie COUnty, (=L
CONCEALED FASTENERS OR AATT'ACHME
ARE THE RESPONSISILfiY OF THE
OOP,1TRACTOR OF r9ECOM
S T. rLITC DIVISION
REVIEWED FOR C-`TLF4NCE
REVIE, ,"ZvT 2=4
DATE
PLANS AND P—EY—NU T -4 -LJST BE KEPI' ON JO^
1 12'
® COPYRIGHT 2017 - FARLEY ENGINEERING, LLC
1X3 SCREEN CHANNEL
W/ 1�4' DIA. TAPCONS
® 24 O.C.
2X2X3 CUP ANGLE
(4) #14 EACH SIDE
& (1) 1/4" X 2" EMBED
TAPCON EA. SIDE
L2X2X2X1/4 ANGLE CUP
W/ (4) #14 TEKS EACH
SIDE OF POST
3/8" DIA. X 3" MIN EMBED
2" /— TAPCON EACH SIDE
e o • / BRICK PAVERS �
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0 0 12" X 12' OR 9"X16"
------ --� W/ (2) #5 CONT.
STRIP FOOTING
(2) #12 TEKS
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RECEIVER CHANNEL
TYPICAL RAIL
2X3XO.05"
CHAIR RAIL
TO POST
PURLIN (2X3)
—X
2X3 W/ 1X3 —�
1
i
RECIEVER
WX.125"X3"
CHANNEL
ANGLE W/(3) #14
TEKS (6) TOTA;
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TO POST
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2X3 W/ 1X3 —�
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ANGLE W/(3) #14
(4) #14 TEKS
TEKS (6) TOTA;
e
2X POST
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E— W/(2) #14
TEKS
ROOF BEAM
TO POST
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SLEEVES
5/16" EYE BOLT WELDED
CLOSED W/ DOUBLE NUT
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2X3 RECEIVER
CHANNEL —1 r 2X3 W/ 1X3
2X3—
(2) #12 TEKS
EA. SIDE TYP.
(6 #12 TOTAL
EACH END)
WIND BRACING
(DIAGONAL AT ROOF)
COPYRIGHT 2017 — FARLEY ENGINEERING. LLC
1X5X1/8X8" EACH®��!
BM W/ (3) 1/4"
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X 3" LAGS
#14 TEKS 0 12" O.C.
(3) #12 TEKS�
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ROOF BEAM 2X2X.125" ANGLE
0 24 O.C.
TO COLUMN
(2) #14 TEKS
2X2X3 CLIP ANGLE
(4) #14 EACH SIDE
E—(6) #14 X 2" TEKS
& (1) 3/8" X 2" EMBED
TAPCON EA. SIDE
X 3/4- ANGLE
CH
BEAM TO BEAM CONNECTION
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W/ (4) #14 TEKS EACH
SIDE
SIDE OF POST
2X2XW/ (4)
SIDE W/ (4)
3X3X1/8" ALUM
1/4" DIA. X 3" MIN EMBED
#14 TEKS
COLUMN
2" TAPCON EACH SIDE
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15" TYP.
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SPANDRELSSIDE W/(2)
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F BEAM
BEAM TO SPANDREL
2X3 PURLIN
2X2X.05" RECEIVER
CHANNEL W/(2)
#12 TEKS
ROOF BEAM
PURLIN TO ROOF BEAM
(2) 2X2X.125" ANGLE
AT ALL BEAM CONN. GUTTER STRAP
GUTTER
(2) #14 TEKS TYP. E—FASCIA
(12) TOTAL PER
BEAM 0 GUTTERI.F_
MIN.
PURLIN OR I -,I I
ROOF BEAM
BEAM & PURLIN 0 GUTTER
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A L
FOR SMB'S:
#14 TEKS 0
18" O.C.
A4 TEKS MIN. EACH
1DD t4) MORE FOR SPANSSIDE
33 FEET
(12) #14 TEKS AT 2X6 OR SMALLER
GUSSET AT RIDGE & MANSARD
1/4" LAG BOLT W/ 1-1/4-
FENDER WASHER.
3" COMPOSITE ROOF
PANEL
1'-8" MAX. SUPPORT BEAM
(CARRIER BEAM CONNECTION'
SIMILAR)
2X2 X 5" X .125" ANGLE
W/(5) #14 TEKS EA. SIDE
2X2 X .125" ANGLE
W/(3) #14 TEKS EA, SIDE
FOR COMPOSITE ROOFS
1/4" LAG BOLT W/ 1-1/4" FENDER WASHER
0 12" O.C. 0 BEARING AND 24" O.C. 0\
NON BEARING.
FOR PAN ROOF
W/ 3/4 #A UMINUMLPAN WASHERR 12" PANEL
CAULK ALL EXPOSED SCREW HEAD AND WASHERS
OR USE NEOPRENE WASHERS WITH RUBBER GROMMETS
ROOF PANEL TO BEAM
RECEIVING CHANNEL W/
#12 X 3/4" SMS 0 10"
D.C. TOP AND BOTTOM
3" COMPOSITE
ROOF PANEL
EXISTING ROOF
1/4" X 2-1/2" LAG
0 12" O.C.
PROVIDE SHIM IF FASCIA
SQUARE CUT
ROOF PANEL TO FASCIA
06-27-2017
THICKENED SLAB EDGE
GENERAL NOTES:
ENGINEER IS NOT RESPONSIBLE
FOR WATERPROOF CONNECTIONS
TO GABLES/WALLS
ALUMINUM FASTENERS SHALL
BE OF ALLOY 2024-T4
MINIMUM THICKNESS SHALL
BE 0.04"
EXTRUDED ALUMINIMUM BEAM,
GUSSET PLATES, POSTS,
PURLINS, ANGLES AND CHANNELS
SHALL BE 6005-T5
CONCRETE SLABS SHALL BE
2500 PSI CONCRETE MINIMUM
ALL TAPCONS SHALL BE 5/16"
MIN. UNLESS NOTED OTHERWISE.
ALL DOORS SHALL BE SELF
CLOSING AND SELF LATCHING
DESIGN CRITERIA
WINDLOAD - 150 MPH PER
2014 FBC
ASCE-7-10
EXPOSURE - "B"
(EXPOSURE HAS BEEN VERIFIED)
RISK CATEGORY - 1
MEAN ROOF HGT. - 15'
COPYRIGHT 2017 - FARLEY ENGINEERING, LLC