11-361-031THIS STANDARD DETAIL MUST
BE REVIEWED AND SITE
ADAPTED BY CONTRACTOR
PRIOR TO USE FOR FINAL
EQUIPMENT....------.---
NOTES: 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP
2- PITCH DRAIN FOR PROPER RUNOFF.
3. MANUALLY PRIME FILL TRAP BEFORE START--UP TO FORM
INITIAL DRAIN SEAL.
4. SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND
CONDENSATE OVERFLOW.
E7
VENT LINE
PERFORATED
CAP. 12 ABOVE
m
kRAW THROUGH UNIT CONDENSATE TRAP
m
m
STRAP 71
I' F-—OR ANGLE —
RECTANGULAR DUCT HANGERS MINIMUM SIZE
NUMBERED NOTES:
MAXIMUM HALF OF
PAIR AT 10 FT. SPACING
PAIR AT 8 FT. SPACING
PAIR AT 5 FT. SPACING
PAIR AT 4 FT. SPACING
DUCT PERIMETER
STRAP
WIRE/ROD
STRAP
WIRE/ROD
STRAP
WIRE/ROD
STRAP
WIRE/ROD
P/2 =30"
1° "X22 ga.
10 ga.
1 "X22 ga.
10 ga.
1 "X22 ga.
12 ga.
1"X 22 ga.
12 ga.
MINIMUM OF 8" ABOVE
(0.135)
ROOFING SURFACE.
(0.135)
TMINIMUM TO 4'MAXIMUM
(0.106)
TO FLANGE. SET IN MASTIC
_0.106
P/2 = 72"
1" X 18 ga.
3/8"
1' X 20 ga.
1/4"
1" X 22 ga.
1/4"
1" X 22 ga.
1/4"
P/2 = 96"
1" X 16 ga.
3/8"
1"X 18 ga.
3/8"
1" X 20 ga.
3/8"
1" X 22 ga.
1/4"
P/2 =120"
1 1/2"X 16 ga.
1/2"
1"X 16 ga.
3/8"
1" X 18 ga.
3/8"
1" X 20 ga.
1/4"
P/2 = 168"
1 1/2"X 16 ga.
1/2"
1 1/2"X 16 ga,
1/2"
1"X 16 ga.
3/8"
1"X 18 ga.
3/8"
P/2 = 192"
NOT GIVEN
n?2
-2
�1 1/2"X 16 ga.
1/2"
1" X 16 ga.
3/8"
1 1/2"X 16 ga.
3/8"
P/2 = 193" UP
CL
SPECIAL ANALYSIS REQUIRED
WHEN STRAPS ARE LAP JOINED USE
SINGLE HANGER MAXIMUM ALLOWABLE LOAD
THESE MINIMUM FASTENERS:
I L
0
-94 0
STRAP
WIRE OR ROD (DIA.)
1" X 18,20,22 ga. - TWO #10 OR ONE 1/4" BOLT
I" X 22 ga. - 260 Ibs.
0.106" - 80 Ibs.
1" X 16 ga. - TWO 1/4" D IA. BOLT
I" X 20 ga. - 320 Ibs.
0.135'- 120 Ibs.
I 1/2"X 16 ga. - TWO 3/8"DIA. BOLT
1" X 18 ga. - 420 Ibs.
0.162"- 160 Ibs.
PLACE FASTENERS IN SERIES, NOT SIDE BY SIDE
1"X 16 ga, - 700 Ibs.
1/4" - 260 Ibs.
I 1/2"X 16 ga. - 700 Ibs.
3/8" - 680 Ibs.
1/2"- 1250 Ibs.
5/8"- 2000 Ibs.
3/4" - 3000 Ibs.
m
DI IC77T CONNECTION
N.T.S
(�) 2007 COPYRIGHT ARCHITECT BRUCE CELENSKI, INC. ALL RIGHTS RESERVED. THIS DOCUMENT OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM WITHOUT PERMISSION.
1'THICK CORI
NEOPRENE PA
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^ t-% I-%
SEE TABLE BELOW
/--FIN ROOF
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N.T.S.
6
NUMBERED NOTES:
SEE MECHANICAL EQUIPMENT
Z
STAND FOR SIZES AND
CONFIGURATION OF STAND
0
FRAMING.
INSTALL DRAW BAND WITH
1/4" MINIMUM CLEARANCE
LLJ LJ
co d.
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TO PIPE. CAULK ALL AROUND
WITH SEALANT.
WATERTIGHT UMBRELLA
2
OVERLAPPING JACK BY
A MINIMUM OF 4'
III
SHEET METAL ROOF JACK
MINIMUM OF 8" ABOVE
SYSTEM
ROOFING SURFACE.
F
F-
TMINIMUM TO 4'MAXIMUM
0 0
c:)
r.0
TO FLANGE. SET IN MASTIC
OVER ROOFING. PRIME
FLANGE BEFORE STRIPPING.
MINIMUM 1/4" THICK STEEL PLATE
Z
FASTENED TO DECK WITH FOUR
cl
1 112'0 STAINLESS STEEL THRU
0
BOLTS WITH DOUBLE NUTS AND WASHERS.
m
DI IC77T CONNECTION
N.T.S
(�) 2007 COPYRIGHT ARCHITECT BRUCE CELENSKI, INC. ALL RIGHTS RESERVED. THIS DOCUMENT OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM WITHOUT PERMISSION.
1'THICK CORI
NEOPRENE PA
Mum
2
�—qPER MFGR'S. RECOMENDATIONS
^ t-% I-%
SEE TABLE BELOW
/--FIN ROOF
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DRA\NN BY.
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STAFF
CHECKED BY:_.__.__
Y.,
CM/ RFG
PROJECT NUMBER*
11-006
SHEET NUMBER:
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OF: 3
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DRANN BY:
2-28-11
DRA\NN BY.
STAFF
CHECKED BY:_.__.__
Y.,
CM/ RFG
PROJECT NUMBER*
11-006
SHEET NUMBER:
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OF: 3