HomeMy WebLinkAbout05120105-Correspondenceb~t~i~-L~ I~:27 :MCCID~ EN~INE~RIN~ ~17 ~B~ B~ To:J1? B~ 2~1 p.2?j ~
December 16, 2005
Phone 31/. L~IO~U4U~ · Fax: 317,5B;~.07~6
Dear Mr. Green:
F25117
a dead
Urt~
fimum
meets the
an
F25117
Page 1 of 2
oral
, modify or alter this ·
870090
Page 2 of 2
Date: 12-19.0~
T,
From: Tim Moehl, P.E
Copy;
McCOMAS
ENGINEERIN
Structural Engineers
ForensiG Em~ineers
Na~io~lal Co~ullants
1717 Eas1116m Street
Suite 2D0
Carmel. Indiana 46032
Phone: 317-580.0402
tax: 317-582-0766
WWwmccomeeeng.com
Notice:
Comments:
Number of pages transmitted ('including this sheet):
3
are
01/02/1994 23:57
3179238852
CAPITOL SUPPlIES
PAGE 02
L7'~
"
.
....--
MODEL: MFD
CURTAIN-TYPE FIRE DAMPERS
1.5-HOURRATING
lilIIIdw;
8prtnp:
TraMItIon;
.......:
CIP'I1ON8;
l)pe-A. "~~
FueIbllt link 86. . 212"F. _.F
~ VWlIcII or ~..
Sleeve optfane _ 2OGa. BGa., or 16~.. and 12". 14" or 16" long
Low IumIIlql pressura or ssure
1.1 HOUR RATING
Far UlI8 In ftrlI b8n1era r8lIId far 2 hounl or less.
SfNlDARD CONfI1'RUCTlQN:
Fnll"': Roll Farmed 22 Ga. GalvMlzed Steel with Saftay Edge,
WIdlh BlId height dimensions lIYallable In 1/4" inaamenls,
Roll Formed 24 Ga, GalVanized Steel, Curlaln Type.
SllIil.... Steel.
20 Ga. GaIvenlzscl Steel.
MIl Galvanized standard,
f(. ~ ULCUllSIf'IEI)
IlL (SEE blPLETE
MARKING ON PRODUCll
CA~
li /\.......-0 'f~-J
TYPICAL VERTICAl. DAIIPlR
:v...........
OS/ZOIOS-
fJJ;JJ
(] (/ r5~
--
~... -
TYPICAl.. ttOIUZONTAI.. DAMPER
~= --
- LCIOl......_
-
.- oq
I 3 ""'-1
1----(...."')
Duct Sin LInd.......;
Vet1icat A
VerticalS
Vertical C
HorIzontal A
Horizontal 8
Horizontal C
MDt.
4.28"W x 3.75"H
4.2I"W x 2.00"H
11.26 DlA.
4.2lrW x4.00"H
4.2ff'W J( 2.25"H
5.26 DlA.
MAX. SINt.ll F SECTION
eo.25"W x eo.25"H
ClO.25"W x 55.25"H
58.25'W x 64.25"1-1
40.25"W x 40.25"H
40.25"W 1138.25"H
38.25"W 1135.26"H
MAX. MULTI SECTION
120.00"W x 120.00"H
120.00"W x 55.00"H
120.00"W x40.00"H
120.00"W 1136.00"H
Project:
LocaUon:
Architect:
Engineer:
\.,
Contnlllllllr.
Add._:
P,O. NurIlblIr.
Dale:
01/02/1994 23:57
3179238852
CAPITOL SUPPlIES
PAGE 03
"
.
...............
"
MODEL STVJ..~$
lWlEA
TYPE B
3 'lit.
H
. .",
x
w
W
lYPEC . /
ROUND TRANSITION It-
'TW'IIi C
8C\t.ME'MANSlTlON
x
x
W.1-
'"
0+,
TYPE C
OVAL TlWtSITlON
. 'lie" , %"
SUGGESTED INSTAlLATION
,
-
--
w.1"
W ----l
w-WUfM(DUCT) H.~(DUCT)
~tci\_"
O-DIAMETER X ~ VARIA8l.E (SEE SIZE CHART)
NOTE: IncIIII .. It ...11IMI...... . need for lint dlIInpere In _ HVAC systems 10 close against air !low. UL testa
aI present ~--~ lie ~,,"'.clI _ I'lIllBbIIIIy of lint dllmp8f8 unclar sl8lk: conditions. We recommend dynamic
clo8ure lire dlIhlPW1l n"HVAC ..... Ihatlllllohe the paesllll\y of fire dempers having 10 clOIe against air !low.
...........
................. F....Nft.l'lZI-12AR
....
JAN-05-2006 09: 18 From:MCCOMAS ENGINEERING 317 582 121766
To:317 B% Cbl11
t-'.1/1
;,
'.
FAX TRANSMITTAL
McCOMAS
ENGINEERING
Date: 1-5-05
Structural Engineers
Forensic Engineers
National Consultants
1717 Eas1116'" Street
Suite 200
Carmel, Indiana 46032
To: Larry Green
Company: CASE HANDYMAN
Fax No,; 846-2601
From: Tim Moehl, P,E,
Phone: 317-580-0402
Fax: 317-582-0766
www.mccomaseng.com
Project: Bub's
Project No.:
Copy:
Number of pages transmitted (including this sheet):
1
Notice: The contents of this fac:simile document are personal and confidential and are
intended for review by the Individual listed above only,
Comments:
Larry:
2-hourwall construction is two layers of 5/8" Type "X" sheetrock on each side of
a 2x4 stud framed wall. The outer layer must be taped.
Call me with any questions.
Tim
[) ~rl-J)/O(