Plans (42) 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8
FORM NO.: 17838-1P
1.750 l re$�,j s4} 5t)4 0 l Fc
8
1.000 H .750 0
. —7 CV
wCV o
N
� 8"
co
CD
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53.500 O.D. � 11" 4.625 Y
or
50.000 I.D. 81.750 O.D. 14" ,i_ 0
78.250 I.D. 1.317 ? '�
U)
2.939 U)
15.313 Z
—oil 1-ai 1.813 a
40.063 �[
1#1CURB END MICROHOLD o
F��/ DETAIL DETAIL
1.375 �4 in
in
co
w
ATTACH TO CURB KNOCKDOWN CURB L
(4) #10x1/2 TEK SCREWS CORNER DETAIL z —
M
,„„(
16 GA MICROHOLD0 46,, oATTACH TO UNIT
81.875 `5.688 (4)#10x1-1/2 TEK SCREWS „sew
c
BOTTOM O.D, U
vSEISMIC DESIGN CRITERIA: CURB 2
I 1.5 ENDS AND SIDES g
_ p =
- Ss = 2.6 ARE ATTACHED1 as
WITH TABS 1.411CI
WIND DESIGN CRITERIA:
- 60 FT. TALL BUILDING MAX, o
- EXPOSURE C 8" 18 GA CURB FRAME =I
- 155 MPH, 3-SECOND GUST WIND SPEED 11" 16 GA CURB FRAME
- RISK CATEGORY III & IV 14" 16 GA CURB FRAME
+.- s
THE STANDARD PRODUCT DOES NOT INCLUDE THROUGH THE SIDE SERVICE HOLES 6
PAAMicroMeti
0597-008E-00010 08" TALL 105 LBS. STRUCTURALLY CALCULATED
Corporation 0597-C11E-00010 11" TALL 115 LBS. KNOCKDOWN CURB
0597-C14E-00010 14" TALL 130 LBS. MAX UNIT WEIGHT 1781 lbs. ` 0 FR
Indianapolis, IN. : (800)662-4822 G.�QE �FFs —
ANCHORAGE DETAILS TO ROOF: co ANG NE siv
Sparks, NV. (800) 8844662 STEEL ATTACHMENT, WOOD ATTACHMENT, CONCRETE ATTACHMENT: / : ��/ 9
(BEAM BY OTHERS) (REF.-DOUGLAS FIR) (3000 PSI MINIMUM, 6"MINIMUM THICKNESS) / I
(6"MIN EDGE DISTANCE, 3-3/4"EMBEDDED)
Longview, TX. (903)248-4800 1/4"x 3"W/WASHER (18) 1/4"x 3" SIMPSON SDS W/ f
EVENLY SPACED, W/ WASHER, CENTER ON CURB (10) 1/2"SIMPSON TITEN HD • ' •
DRAWN BY: IR DATE: 06/01/2013 WASHER CENTER ON FLANGE FLANGE, EVENLY SPACED, EVENLY SPACED, CENTERED ��.� ��O1 , �9°' O co
MEETS SEISMIC REQUIREMENTS FOR (5)4EACH SHORT SIDEACH LONG E (5) EACH LONG SIDE, E:1 ON CURB FLANGE A 1`�' t5 N
2013 CBC &2012 IBC (4) EACH SHORT SIDE 3)MEACH LONG SIDE, RIMUM SPACING, (� ti ,O� rn
MEET REQUIREMENTS FOR (2) EACH SHORT SIDELT �xa�sarloN Dare: -10 w
155 MPH,3 SEC.GUST, EXP C 1-
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D IN IS H • PRO F MI RO PR DU T AR U TIE RA N. PR H1 `d
NGS03A 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8
1 I 2 I 3 I 4 I S I 6 I 7 I 8
FORM NO.: 17837-1P
. 1.750 <
RE
♦ --11.000
750 C E i. �i.'a o
-1- Ih
40.688 03.7D1.88 ` JUN 2 2015 W N
I.D. 8" �.����'��!�' lItiFi�Ll co -i
70.875 O.D. 11 4.625 () °'
67.375 I.D. 14„ U�!ILUING DIUI�10
O
0 1.317 a. --
5.000
5.000 13.625 [No
TYP. 4X 2.939►I� oo
4140
32.063 //` z
' —IN-] -1.813 a
) 1 20.250 4. 111. \ Y
64
/ CURB END MICROHOLD o
RN U D
DETAIL DETAIL N-
w)
KNOCKDOWN CURB W
ATTACH TO CURB CORNER DETAIL z
�QQ�. (3) #10x1/2 TEK SCREWS °
m
\N`13.875 S 16 GA MICROHOLD °
U
pi
71.000 401 m
BOTTOM O.D. Ir
U C
BOT• TOM o.D. A;: 2 ;SCRE
H TO SEISMIC DESIGN CRITERIA: (3x1-1/ TE
2
- Ip = 1.5 a
Ss = 2.6 CURB I5
ENDS AND SIDES 414‘ 1, >1 —
WIND DESIGN CRITERIA: ARE ATTACHED 0)
- 60 FT. TALL BUILDING MAX. WITH TABS ` o
- EXPOSURE C I
- 155 MPH, 3-SECOND GUST WIND SPEED 8" 18 GA CURB FRAME °'
- RISK CATEGORY III & IV 11" 16 GA CURB FRAME o a
14" 16 GA CURB FRAMEo
THE STANDARD PRODUCT DOES NOT INCLUDE THROUGH THE SIDE SERVICE HOLES V
^^ 0537-008E-00010 08" TALL 65 LBS. STRUCTURALLY CALCULATED
MicroMetl Cornorot,on 0537-C11E-00010 11" TALL 80 LBS. KNOCKDOWN CURB
0537-C14E-00010 14" TALL 90 LBS. MAX UNIT WEIGHT 10691 s PR
b QED OFF _
Indianapolis, IN. : (800) 662-4822 ANCHORAGE DETAILS TO ROOF: 4 IN F, ss,4
Sparks, NV. (800)884-4662 STEEL ATTACHMENT. WOOD ATTACHMENT: CONCRETE ATTACHMENT: 62.s / y
(BEAM BY OTHERS) (REI-. DOUGLAS FIR) (3000 PSI MINIMUM, 6"MINIMUM THICKNESS) cr / i /
Longview, TX. (903)248-4800 1/4 x 3 W/WASHER (6"MIN EDGE DISTANCE, 3-3/4"EMBEDDED) ;
g (16) 1/4"x 3"SIMPSON SDS Wi �i
EVENLY SPACED, W/ WASHER, CENTER ON CURB (10} 1/2"SIMPSON TITEN HD ' �,IC'- • co
DRAWN BY: IR DATE: 06/01/2013 WASHER CENTER ON FLANGE, FLANGE, EVENLY SPACED, -t,; f EVENLY SPACED, CENTEREDURB FLANGE p
o
(5) EACH LONG SIDE, (5) EACH LONG SIDE, • : g MINIMUM SPACING, ;' �O,9Q ,0r.�5 N
MEETS SEISMIC REQUIREMENTS FOR (3) EACH SHORT SIDE (3) EACH SHORT SIDE H. rn
2013 CBC&2012 IBC
(3)EACH LONG SIDE,
• MEET REQUIREMENTS FOR *t< , (2) EACH SHORT SIDE EXPIRATION DATE (� -3 0 , W
155 MPH, 3 SEC.GUST, EXP CW
z_
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF MICROMETL CORPORATION.ANY REPRODUCTION IN PART OR WHOLE WITHOUT'i HE WRI'1 IEN 1 ERn�11sSrON OF MICROME I'LtORPORATION.IS PROHIBITED. tY
ENGS03A 1 I 2 I 3 I 4 I s 6 I 7 I 8 d