HomeMy WebLinkAboutStructural CalculationsSTRUCTURAL CALCULATIONS ISSUED FOR BID AND PERMIT
Giant Eagle #6550 — Carmel, Indiana
March 27, 2019
Prepared for:
AETOS
261 Kappa Drive
Pittsburgh, PA 15238
4 H0e
No. PE115f10090
'o STATE OF !Q�
.nF!NDIANP'����
Prepared by:
Taylor5tructural Engineers, Inc.
2275 Swallow Hill Road
Building 100
Pittsburgh, PA 15220
RELEASED FOR CONSTRUCTION TSE n5700
Subject to compliance with all regulations
of State and Local Codes
City of Camel
DATE: 04/24/19
2275 swallow Hill Road, Building 100 PAone:(412) M48W-F=(412)]22-088]
T S E Pimbufgb, Penmylvmia ISM Job No 57M
Dare o"Wil)
Subject GE #6550 - Carmel By cbe cm.
sbaN No. 000 OF
Design Criteria
TABLE OF CONTENTS
Design Criteria ..................................... 100
Walls_ _ _.................................... 200
Miscellaneous ..................................... 300
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Cannel
DATE: 04/24/19
2275 Swullon& Hill Rood, Building 100 Phac: (412) UMBS0 -Fax: (412) 722-0887
PMabmst, Pennsylvania 15220
T S E
Job Ne.
57M
Dole
o"0119
Subject GE#6550-Camel
By
CaB CND.
Sheet No.
100 OF
Design Criteria
APPLICABLE CODES AND STANDARDS:
Building Code:
2014 Indiana Building Code (IBC)
Steel:
American Institute of Steel Construction (AISC)
Welding:
American Welding Society
Concrete:
American Concrete Institute (ACI)
Concrete Masonry:
American Concrete Institute (ACI) and American Society of
Civil Engineers (ASCE)
ROOF LIVE LOADS:
FLOOR LIVE LOADS:
Basic Roof Live Load: 30 psf
Roof Snow Load: 20 psf
Ground Snow Load (Pa):
20 psf
Snow Exposure Factor (Ce):
1.0
Thermal Factor (Ci):
1.0
Snow Load Importance Factor (I):
1.0
Design Snow Load (Pr_ 0.7•Ce"Ct'I•Pa)):
14 psf
Drifted Snow:
D=0.13P9+14= 14.13 pcf
hd=0.43 We" (Py+10)114_1.5=1.05Wtl" -1.5
Wd=4hd
Basic Floor Live Load: 250 psf
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Carmel
DATE: 04/24/19
4E
z
RELEASED FO■mac NSubject
to compliance with all
\
of State and�l
g!
City
R!
_. 042/19
T1S12275 Swallow Hill Road, Bldg. 100 Phone: (412) 722-0880 • Fax: (412) 722-0887 Job No 57co
Pn8lnq;h, PA 15220
Date
SUBJECT GE#(P550 QaroeI By dMd CKD.
"11s Sheet �
LOW WAL S
Hil MT = BIT
I.OWINO= SPSF
TRY' 35/9- ST VDS 21ll
W• 6PsFI41aM)r to•47 PLF
i✓I = 100 - 4.47PLF(8l Q/Y*-Fr .2.,(,I IN < 256e-'N
A 2
V- &.(o7PLF(8FT)T 53.40
IaCk = W,Q'I _ `1 `,�,P �(9(FIti)4 = 0.741H" vsc: NPOSI( a-s4
BEY 8(19�BJI C3S/e;LbcAce)
kn9- /3. 3a-IN
T. • o. S93 fivy
$AsL Cor4ns¢r1oN
RI61D 420plbll
• CLART. D(CTI lex D97S CLIP M4TNo10-IN lil 13991P
(Ll) * 10.1(0 501itews To MD
I/l DIA. Kw1K SoL13 7D S4A8(A '/y' mim.ill
• 121l DIETRIIH MC(F$3 d1-JP 1110 -. 2743M-I~1VA • IIAb'�
W*Iasml -ID STUD
'4:6DIA. ll DOLT 310 S4Ad('ZIu'mI",SM14ED.)
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
l
�innn�`
DATE: 04/24/19
Rill
ne\ k
2eee
MP
RELEASED FOR :NoguIc■
Subject to compliance with all regulations
of State and Local Codes
City at Central
_: o42/19
2
E
3
o
F_
C
m
I
n�lel i�rlm g
mo�
dt
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
— -
e
City of Camel
= a
H�
DATE: 04/24/19
mkle�w�#�
_rv�l
w
rfR
i
miNig
"PIN A�� �Ie _i^a _ielg
�� 8wwey �o nvrv�5.B6-E ��
E
I
n ... rvk rglm AA
R�mrx& pRFA mR
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Carnal
DATE: 04/24/19
e9z
4
:s=
s
ssY
s
pi
s
r$
�Yz
a
9
_
d
9
v$ e
sxf
_aE
E<s
�a
E 241
52 RIGID CONNECTIONS
205
EasyClip " D-Series " Anc Lor Clip/EasyClip " T-SenesTM Tall Anchor Clip
Cost-effective tie -down solutions for knee walls, shearwalls and truss connections.
ClarkDietrich EasyClip'" D-Seriese"I anchor clips and
T-Series'" tall anchor clips are high-performance, cost-
effective solutions for knee wall -to -foundation connections,
light -duty shearwall-to-foundation connections and truss -
to -wall connections. These multi -application clips feature
reinforced stiffening ribs that provide superior design values
for maximum performance. The EasyClip D-Series anchor
clips and T-Series tall anchor clips are designed to resist
horizontal, torsional and vertical (uplift) loads. These clips
are prepunched with a series of attachment holes including
anchor bolt, Kwik-Con and screw holes, for efficient and
accurate fastener placement.
ALTERNATIVE PRODUCTS
EasyClip^ A -Series`" End Clip
SwiftClip"' LA -Series'" Support Clip
Uni-Clip"'
PRODUCT DIMENSIONS
EasyClip D-Series:
2" x 2" x 3-1/2'
2" x 2" x 5-1/2"
EasyClip T-Series
2" x 4" x 3-1/2'
2" x 4" x 5-1/2"
i
MATERIAL SPECIFICATIONS
Gauge: 14 gauge (68mil)
Design Thickness: 0.C713 inches
Gauge: 12 gauge (97mil)
Design Thickness: 0.1017 inches
Coating: G90
VieldStrength: 50ksi
AGT2s:A653/A653M
INSTALLATION
Install EasyClip D-Series and T-Series anchor clips by
attaching the screw hole -only leg to the web of the stud,
joist, rafter or track with the applicable number of fasteners
(screws or welds). Secure bottom leg (anchor bolt hale) to
structure using prepunched holes provided with appropriate
fastener type and number of fasteners according to design
based on load requirements.
a,yChp DSede.Anchw CIip EasyClip i-Sr.i:. i.11
AncbrClip
D-Sere � ANCHOR CLIPS AND T-Seres"
TALL ANCHOR
a • . RELEASED FOR CONSTRUCTION
Sa.r'",
P•synan,A.Aw
v*aTGe�
yia Subject to compliance with all regulations
of State and local Codes
4X4X31R
2x2xstrz
a
ao
-2xaxstrz
as
City of Carmel
2x2x Stra
as
(Q
n
2x2x&Ia
w--
\�
DATE: 04/24/19 _..:.. —
III
RIGID CONNECTIONS W
sw
ANrNF1N rI IGC ANTI T-C e.:e.•a TA I AN rurlo r
e Swd,niMna, 5'lIA It Bhnajin F2 M,ow),(IFaI
p.advw�wupfnviil FI Numin Nplo
6 110 6 10
30133) .� J _ .OWI tons I N4 I4WI dH
B593 is(aal 33 338 - 682' 6�Y M6 d46 4 i
11%)... 33 1 je3' U4V 13q,Y qql H6 441
10(511 _ 50 11p2Yt iR!'p 19'A dd6 44 W
^M(Mmrcnt
YinJa,va
K.,6C,,d
fl2'Bu.
Knd-Bol
1410
im
1=
1825
lose
loss
iCN
za t331
oyn tet431
3i
33
'f
TI
aee
Bu WB
BBB
—No
lne
fate
ep
893
B[e^ 832
889
BW
ner
2061
slow
v
TW
91V
1389x AN
We
eW
21
2084
ifi s4
W
110r
lnra
isl Am
Am
eW
244r
2054
_ 20 3
W
'b0
38q
004 441
444
444
Mr
now
T693 new]
18
_ 18
M1 39
Tan 10
1854
1 Iusoql
33
410
SW
_
WT K4 ql4 _ W W1Y
1364W 444 N{ —I - 440 [0
tiW% _ N4 _MI 444 'A7z
W9 589 _ No Sm 1]
882 an e® W9 _ 25sr
1" WB 889 BW 352r
1708W _ M9 889 8W 252r
lose _ SW am 690 _XNB
lm8 _ ma_ An 698 2B%'
104dry{ BW WB _ fiFJ 2W5'
25WY114 BW _ WB lose_ MY
amIII Wmg 201e
"Ian L 889 B39 2W9'
11eb
W
W8
WP
11W
50
sib'
1199'M
11p6
S1
2W
9R3
17V
33
415
WB
2110
W
5W
WZ
3110
W
a8
113T
2110
ao
33
AN
3W
'AI
161.9
33
®!
m3
33N
18
33
IN
1254'
Yp4
1B$L
W
Also,
TYµ
W!5
�Wwl
33
Iseem
'd11p
1B
33
W7
WB
95e
1B
33
g59
1254'
103ffp
am
8Wma
8W 3iP'
31B!
W
1
irr
AsAl
I am
I e80 I
am 3472• J187
20
8q
TIN
18021
ei
W1
Wt
1W8'
0W
068
BW ]415' 1W0
tow
33
no
Wt
t42v
Bm
sea
eW
3W9'
slope
1Bf5M11
W
Wr
131d
RBW',C%
BW
Me
WB
;TiW
1BW
20
33
A9]
445
BTB
:M
&p
eW
23W'
Y1W
T9]5
1843
33
WI
Wi
tf/B'
032
W9
3415'
3We
16
33
M
set
14ID'
WB
sm
3W
Mt6•
3Wg
18w
90
Wr
1318
NpCW
W3
WB
BW
4418'
3Wp
Figurel KokConsFigure2el2-24,rnws
AA
Plants-
Fip... 3 Kwik-Bolts
1 Gpaeeies listdniFe liklno[ea enume,nn nv load reduamnrcrequind (e„pavng 6iyulaled
mommtcapaei,y:vlin.wd eoaurvia.. Wky of 0.02 mdieny.rl1 degree of
redgednYcceoFKwik-Cantvcnwter Kwik-Mt.. m wn
mlationath'
2As" "in,In, ebnmlvnn:r6nta Ma[16 p�iie�ppp'(yan lFniM1db64$Ibla' ZFer20,k
vtudr ape YEuleled momentWpW:„F Wu,,
RELEASED FOR CONSTRUCTION
old, 0) 16 agaugamnimum
ret d%th,b.wt... Jvll Ml4 gev6eminwnud flarge. Farlfi gaugeand wM 0) 410�16acrex n naM1 and l.g
;�;;�m..raa,..i„I,Fa.de,a,ndm�F;�e:mep..an3(6,M6.,A,mem.
Q),(kTReeyy
ip Subject to compliance with all regulations
.putsull.neM!12mntio.al re.eaim m.n Fe pfl e.ee,meK
,I..
tg.�ga e6amm..d lz gaog wmae,.n m. YF�Lne..bee rd l6a„aeeumm,
of State and Local Codes
„ua.
e respmi6luy J 1,1d Alto pmpedydeaAc.wvcti-n,m tle m.v¢e dr.su,
City at CmIniei
I'wrinmrstin syualion fo�mnnmuov lnwA:ngagmmFlnaiondfl. F2.endM.
'. a niYaN tredsnrk.( His Aluier "wh,ft Grpvrtion.
DATE: 04/24/19 __,..11.._:_.:...._..--
54 RIGID CONNECTIONS
5161
ClarkDietrich Moment Clip (MC S� ies;
Moment connection for knee walls and shear walls to the structure foundation.
ClarkDietrich moment clips are high-performance, cost
effective solutions for knee wall -to -foundation connections
and shear wall -to -foundation connections. These multi -
application clips feature a 1/4" thick A36 steel stiffening
plate that provides superior design values for maximum
performance. The moment clips are designed to resist
horizontal, torsional and vertical (uplift) loads. These clips
are prepunched with a series of attachment hales for
steel framing connections and a 112" anchor bolt hole for
foundation connections.
PRODUCT DIMENSIONS
2" x 4" x 3-1/2"
2" x 4" x 5-1/2"
2" x 4" x 7-1/2"
1/4" A36 steel stiffening plate
1-3/4" x 3-3/8"
1-3/4" x 5-318"
1-3/4' z 7-3/8" 3/
MATERIAL SPECIFICATIONS
Gauge: 14 gauge(68mi0 Sala"
ala".......
Design IDickoess: 0.0713 inches 7
-318'
Gauge: 12 gauge (97mi0
Design Thicknesoo 0.1017 inches
Gauge: 10 gauge (118mil)
Designmi kmess: 0.1242 inches
Coating: G90
Tleldstrength: 50ksi
ASTM: A36, A653, A1003
ClarkDietrich MOMENT CLIPS
114" Stiffening %is
INSTALLATION
Secure the Moment Clip to the steel framing member
by using 912 screws in the prepunched holes. Number
of screws and screw pattern is based on load required
to achieve listed capacities.
Place 1/4" steel stiffening plate on top of short leg of
Moment Clip so anchor holes are aligned.
Secure 1/4" steel stiffening plate and Moment Clip to
foundation using 1/2" z 2' long Hilti Kwik-Bolt 3 or
alternate anchorage calculated to resist the tension
load for your specific application.
Subject to compliance with all regulations
of State and Local Codes
City of Central
DATE: 04/24/19
3-I13"
s-oz
I -I?
ClarkDietrich Moment Clip
ClarkDietrich Moment Clip
w/ Stiffening Plate
Role
RIGID CONNECTIONS 55
vAa...a.aa.
Nuclei)
s"a 31.a rr mall he161, 1912...ew. 1, snd
m1w
0 6 R 4 6 R1
Wn6l a1 38 - Wa BJO 75d 1131_ 2201-01
Qgm111 i 3JW 551 ]56 12A 1122 1�3 %3fi`
112 di..a„h..1.,1...m.. "hire eafil.t
[m3mlmdi:
d 1 fi 1 12
1101 1181 24M
2`14-r31?
ot126 IS'i 2276 P36' 2]36'
]4J 2
2]93
2743 133."
®.inhal
BILB]0
'r11m
erm10gP1
n^ 31..
50
50
33
lt3e 20% 20W P36' 2i36' 215-
1535 nAw Met 2739 21138' 2738
3]2 are Mo _ 754 1131 —Mll
S_51 ]Y 1250 1122 _ 033 iX5'
1126 1533 2530 22]8 311]' 4065.
1635 N9a 2g]5 t 3107 0181' 1-8
15% 2(eA 2B]5 1 31107' 1.101' 4181`
372 508 810 ]51 1131 2MI
551 ]56 1250 1122 1803 3365'
112fi Isse 25'49 3%8 3d1]' Won.
1636 20B{ M. - amr 3020` 381
Me P56_ 27%
27W 956 2756
lei MA 2560
p96 2655 1W2'
M' _j 2832 _ 2W2' I40.103
2M2'_ M2 2BU
205Y 2862' M,
1401 - 1784 SIiB
2Po4 - M55 2w45'
M5' 2N 2915'� 113.W)
2N5' 2945 2BA'
2945' 29i5' 2q—L—
1]]e -. 249; }399
M69]'Shill
W"I (1R9B1
3311i1(i�l�
d3mi�1
1 5dmll 1
33
'A
all (1,
1
W
50
M IMI,
an100i)
_bmll
33ril
33
d3n'I(I-
W1
54mil 1 i
`50
Marl, 1
W
WMIN I
In
1535
2W6
Was
310]' 3628' ]520'
Kmi1
33
M1
830
1%9
11 7% 1131 2261
13ni1 I
M
656
We
1531
11YL t6fl3 ZV3fi'
LM�(M
a
W
1333
1W3
2LBS
2%8 2]6' 2IW'
53%' 5M7P'
BBnI 1
W
1810
2CdM
2LW
P36` ZY35' Z)36'
S35J'
S39'
5363'
BTrvJ 1 a
50
1816
MB
Xd9
%36' P38' Zl3fi'
5l
Sol
is"
31W
33
M1
891
1020
FA 1131 2M1
Me
261]
Nuc%5
41M 1
33
6
1531
1122 1069 3%5-
'8A8
We
still
Yxd•ns1R
will
W
1333
1gIX3
2W5'13107"
3M]' 6181'
5313'
SW]'
son,
%dpW
mnlltaPl
Wnil
W
1818
1
2Bre181'
181'
B]Itll
W
1118
2Mi
2%5'181'
0101'
m-
SBIB'
Bil331N1
33
"1
W1
1(¢9
t131 2i1
1]10
aY1]
33i43
1(I
33
m
101
1W3 3315'
d4M
3W!
W53'4'x
St¢
3Nril
5D
1IV3
1W0
3103'
361]' 4210'
S323`
Gin,
0133'
28M
Itlnilltyal
0anll
W
late
20i
261
42L' 1236'
0 1
Midi'
8133'
%ml
50
lei
3633'
ILi' d238'
6133'
el
6133'
.�
13mi1 10
33
]g1
1164
1&T
1122 1803 %38`!M2
man
6i3'
umu lM
W
1eW
z0ee
Zia
22]0 27M 2cei
]66B
roes'
69ri1 1
_ 60
318M
28W
X94
2Yi6' 2T16` 2c�
6160'
0185
a%,eW
MrM(14Be
all 1 i ;_ 50
di)I: .L 33
Simi 5p
imp 1 _ 50
%mil 50
43rr11 IB 1 33
51ni1 1 a 50
88n1 teca 50
(tI9a1 50
2096
ill%
earn
27m ,W 2]38'ill
aim,
Mom
Will
]BI I
1te4
1928
IM 10$ 3i6-
Blue
eal!'
�'WO
1016
2ffi9
a%6'
IIIB 341]' i]3'
ue)B•
09]9•
2190
2i5'
2%5'
31W' %!6' 2%fi'
84R'
8%9'
2180
2%6'
ffi!5'
910i' 9B]C 3%5'L
89I9'
9%B'
Mq%P
]F
1104
lec
1122 16i 33W'
51W
Ill
i0C6
2'i9
3W3'
22]8 341T 3635'
91Po'
_
9100'eManu10P1
2ti
3223'
%33'
31%' d2'B' <218'
9i2'
0202'%m,
2190
M23'
3&t3'
310]' 198' 423V
92az`
92BP
w I ClarkMetrich
w Moment Cliyy
112 Screw Vamm
& Anchor Bolt
4 Screw Paters � 6 Screw Pattern
Net,,
I Cel6.,..kedmma"1 i,,,M1e,.re.m,i,am.l.m.lme.Fea,eap...we limbed he 1629 m, wee, eons ln-. 2"Kiln Kell
-
El.wi,m3000petererm,
2 011.madea wi lh.-2"in new, aeI,m ,dlcr, hit Me knew, weepy 1Ilmited he IW9 k,wh., 111 %lR", S Hiti Kwil-
B.Itilnm3000pi evrc;1 the
3 CalkmrkMni5-ai...I ,,d3P3,a,f,indi.ei.diher [hemmmt eapv,hire ill sets 1761 iebe300I. 3p5enemalip,
,
2]6]I, ,IbM5 It.sdip; and 3P3in-I k., r 5en'v di-,— — -T12' -,, Kwik-Bd 1hw. prl<,i Up.
d e.�..en..11.r.nl.rx.r.l.l.d..r..........e.�.. wa..a..n...,__..a_a m...,.,.....r.. �^•anre dK t-WI¢.
RELEASED FOR CONSTRUCTION ' di„me,1_3erclimi„a,M1e, e,6.d n,..mde.l.ewwi.. a
kan a„erne„ eme, me.mee.6iXly rmn in..e'.n..
Subject t0 compliance with all regulations dip mam.,e
of State and Local Codes it
City of Central (�
't(1{llD\iN1A a
DATE: 04/24/19 — r,__:_. a., h1. r1. rr_r..— 1119
Uln� a1'Road, Bldg 100TISIE eUSbgN52
SUBJECT. GE*(V S= - 4l I
W.IIs
Phone (412)722-0880-lax :(412) 722.0887
FuLLHEi6HT WhLLS w1 GFENIN&IS
HE4Ddlit,
Want amil aeamos w Q3 Fr
Wo : IDQSF(4Fr) = 1/0~
WWIND = SPSF (8 FT) = yo PtF
Inx=400tF(23Fr)�= Q(o450-j`r= 31.7q'°-/PI
ll 8
NY) a
21AfII' 5(4o—TF`F)(R7(oIN)' = 11.3/N4
394(44Dn0000vs �� Ge
f000Taoo-9r7 T+D
L_1 (a)9oosam-54
Job No--aa ��S7l
oae QV[
oy Om(3 CM
Sheet ao9 OF
(a)(saxtraoo-4e7
Ix = $. %71N4(i) w 11. S41N"
(}) Goias am -Sy
I. = 9.4%Ns4(,?) MIlter"
Ma =
MEADMIQ SAME aftftn AL GONNEenON : `,
N43(o Box HEAGMOONNECTON VA: 7S3M (4 (Do) *lo-Its SOJkCl
(ISGA.?Arna)
NEADM o SAME /-ATE.RAL eawmeentl
SS4S jl WJ (S) SCaEwS Va : 9(05* (19GA.TAro6)
3Amas
P- 44o•
KC= IaFT
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations Use: (A)bDo31loa- 43
of State and Local Codes
City of Camel ZhM6 37vD,r
�innll>lloneNc 1N4 akI33.y `
Txs 4.(nV,N4
DATE: 04/24/19
., b< ,_ IIIIIIIIIIIII IIIII
oo1J o.. o0g00000
.. n.�.. U..
In
88_
nn a
r o8 III�IIIIIIII III III
Iry o o ale o� oo��_o 0 0000 —
,� ��� .._" �1103
JN NI IN VNINI
fr
.c nIf
RELEASED FOR CONSTRUCTION µ'II IIII
Subject to compliance with all regulations I.1
of State and Local Codes
e City
at C
amel
DATE: 04/24/19
110
'no
10
6 6�6
coo
mnn6n�
0
nd
sss
N
01 0 N1210
mm
HI,
1, �OE
��Ji
I
nv
My
v
v N
4 pill
r
WO
.-IN
61
I
-
-
- -
-
- -
- -
- -
0.
OF
n1milo
0
10
-s2
N A,
I
m
MM,
06.
r
�ggstg.
06F
III"
mwq-TT
2mW
�q
�T
In
1, .10-
IN TI, " . �J
U
I'T
" -Q
� nll� ,110
1
00
10
RELEASED FOR CONSTRUCTION
...............
Subject to compliance with all regulations
of State and Local Codes
City Carnmel
at
DATE: 04/24/19
Z a
at =�Ii
I
All
02---
Ilk
-1� AP 9
6 M6
�W&
N�
b
;�Nb�h�ibb&
6661�6
U
6
RELEASED FOR CONSTRUCTION
Subject to compliance with all milulations
of State and Local Codes
City at Caritiel
DATE: 04/24/19
cm,
7V
a
a lu� m
Sit U 4�
C
a
Uq
1 11 1 h L U
0 0
m 0
m
m"
m m m
11 M C a I
I IM N
oli 0
A I I I I
u z I m m M1,
.1 L,3 l�
.1 L 1 1,
ml�
-3 -3 -1 viv I
I N1 Lf�
L; I �1 I'
71 13
I o
fz gm I I 1 0 m
I �J
Ft
I F h
U: i' L I L I I I I I
I U� I 1 -1 1 v 0
E
I I'm a I I m I I I
0 0
0 0
11 1
RELEASED FOR CONSTRUCTION
I A
Subject to compliance with all mgulatims
of State and Local Codes
City at Caritiel
P14s. a
DATE: 04/24/19
x
U U
W
A S
<
62 RIGID CONNECTIONS
-A14
H-SerieST" Univer�di Header Hanger
Connect box headers to J . am fis or beams W columns.
The H-Series"" universa I header hanger is used to, connect
box headers tojambs or beams to columns and transfer
large vertical loads. This universe I hanger is designed so
one part can be used for either side of the connection.
The hanger also features a support tab for proper
alignment and easy installation.
The H-Series hanger is also prepunched with a series of
round, square and triangle holes to ensure proper fastener
placement for specified loads.
ALTERNATIVE PRODUCTS
HDS8 Framing System, HDSC Header Bracket,
GP Seriesn' Unpunched Gusset Plate
PRODUCT DIMENSIONS
6'x 8-1/2"
MATERIAL SPECIFICATIONS
Gauge. 18 gauge (43mil)
DesignThicksuess: 0.0451 inches
Gauge: 16 gauge (54mil)
Design Thickness 0.0566 inches
Gauge: 14 gauge C68mil)
Desigualhickness: 0.0713 inches
Coating: G90
Yield Stresingthr 33ksi for 18 gauge
50ksi for 14 & 16 gauge
ASTM: A653/A653M
INSTALLATION
Install the H-Senes universal header hanger to theiamb
studs with the required number of screws as needed to
achieve required loading. Normally two connectors are
required, one on each side of the header.
Position header on header support tabs and secure
header to header hanger with number of fasteners
required by design.
H-Series" UNIVERSAL HEADER HANGERS
��l a
I ! , I I: I s :J114111
Subject to compliance with all regulations
of State and Local Codes
City uF Cartnel
DATE: 04/24/19
H Se.... Jmwe,5al Heade, Hanger
61K
RIGID CONNECTIONS 63
"ll
ALLOWABLE
LOADING
CHART
FOR
SINGLE CONNECTORS
njo
Flea
Jerh
H red.,
J,,A
J..h
Hud.,
6�(,
IFY079
,,p:Ay
I'matty
""day
p.ay
200
M
307
1121 &V
1361
537
Is
33
822
455
1351
1361
me
0
M
45
1381 Its
Idel
M
laim)
an
832
4a
1381
33
1361
t=
14(M)
so
M
AM
1%1— 7as
1381
945
12off)
33
M
*55
1351 as
IMI
M
4Z5
_TM-1
1
—M
aw
33
MI
31,
1121 sour
laws
7
—63--
18(0
as
an
455
16M M
N98
SAS
;o(se)
33
1172
set
2345 1061 M 1332
—121—
—Iow—
—919
1� mm— 1910
I 14(M)
M
1M
M
setH Ida am 4M
M
1512
919
21KH— im am 1910
2634 1522 26U 1910
33
102
919
50
1082
919
M34 1522 am 1610
p r Ma 33
can
IT
7K7 is
W DOM 1062
RA
11
Isla
M I
16(m) 33
MM 11W 3821 W
W
L
lool
�t6g)'
MI WI M
---A—
as
—1W
me 1604 WI
-
'M
1Q17—L
14
- 2818
JIMM":
821 =1
�4111-
12M
�16
3 H436 ..... d,,,,,33k,L H546,,d H686
RELEASED FOR CUNSTRUCqnDN 4 ...... k rf th� 10, a
Subject to compliance with all mijulations 2) 6..k m h�,kj,mb
of State and Local Codes
City at Convict
SCREW OPTIONS
(10)s ft�
(6) at Header CA) atJ,,,6
GO, S ft�
(WatHeader-MaJamb
T�A,,l C ... t ... tar, D,afl,
Yi,,k ... CAD Lib,,,y,t 111kw,t,,h,..,
d,teh,
DATE:
04/24/19
L --
----
M.k ki- rn ri -P-- n7Aq
40 RIGID CONNECTIONS
a I Lo
EasyQ PTM S_Ser,eSTM S
upport C It
For rigid connection applications not requiring a long leg.
ClarkDietrich EasyCII S-Sen cST" support clips are
commonly used for rigid connectens in window and
door framing,joist, bypass or other miscellaneous
con nections to secure one framing member to another,
or to secure framing members to the structural frame.
This high-performance, multi use utility clip is ideal for
corner reinforcements, stair openings, and numerous
support applications. Available in a variety of lengths
and gauges, Eari S-Seree clips am prepunched for
faster and more accurate fastener placement.
ALTERNATIVE PRODUCTS
EasyClir U-Seriany" Clip Angle
EasyClip X-Serieni Clip Angle
EasyClip D-Seriesw Anchor Clip
Eai B-Senesm Clip Angle
Swifil LS-Seriesi Support Clip
PRODUCT DIMENSIONS
1-1/2"
x 1-1/2"
x 3"
1-1/2"
x 1-1/2"
x 5'
1112"
x 1-112"
x 7"
14/2N
x 1-1/2"
x 9"
1-1/2"
x 1-1/2 r
X 11,
MATERIAL SPECIFICATIONS
Gauge: 16 gauge (54m])
DesignTipiclicnei 0.056(
Gauge: 14 gauge (68mil)
Design Thicknessi 0.0713 inches
Gauge: 12 gauge (97mil)
Desiginnicioness: 0.1017 inches
coating: G90
Yield Strength: 501si
INSTALLATION
EasyClip S-Series support clips am attached to the
cold -formed steel (CFS) framing members using #10
minimum sei ling screws driven through the clip holes
into the steel framing. When not filling all holes, insta 11
fasteners symmetrically starting at the top and bottom
edges and move toward the writer of the clip. Clip can
also be welded to the CIFS framing. Conni to
the building frame can be made with powder -actuated
fasteners, drill -in concrete anchors or welding. When
using the tabular values for a welded clip, provide a full
weld to the structu re, top to bottom, along the outside of
the clip. A 3/4' minimum weld on the outside edge of the
1112" leg is a Ise required to control warping or to hold the
clip in place before final welding.
—f— 14--
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Campel
DATE: 04/24/19
Ei S-Sene; �lpport Clip
atil
RIGID CONNECTIONS
�-,- 111h.
'��kq r
1-112YI-1�2X3 sin
I I-1Q x I-10 x 5 AD
I I -IQ X I-1Q X 7 an
1 14a x 1-1Q x 9 lw
I I -In x 1.12 x 11 100
14N x 1 lo2 x 3 2M
t 200
12�
NQx! 2;1 i0o
-12X 10)
Qx111;"`91 10M
I-1aXI-1Qx3 200
I-laxl-112x5 150
1-1Q], l-IQ x 7 Im
1 MQ x I -IQ x 9 N
CLIPS ALLOWABLE CLIP CAPACITIES (LBS)
3361 a. RZI) Bi
R2 J
',,aseltdrififing
11
using #10-16
screws
I�r M4.10 wk�
F2
��
Th..6..
sass s;
S545 1 16 R
0
416L r 60
OLMW
I roam
SU7
16
f m
(LuISS
smal
16
54
0J)R6
SRI
Is
m
oulams
SERI
14
0
0,0713
14
05
Ran
14
Sem
14
N
M
mill
14
as
0 7113
Sam
12
07
0,1017
Sal
12
97
0.1017
12
W
JAM r
I racra?
12
0.1017
of
E a SyClipT.
Chip
S Seri eST� SUPPORT
N. d.�.
fi.N I pi
we Mrs)
I
1 5543
3 1
MUSS 210asc)
210 (1195)
Itfln
2
i
371(933)
9il
7�s
3fl w06)
137)
2113
isar I
4—
1 mltum WI (m] I full
I wal(Al 1
7
16M 631 (1239) law _L
IVO(IM)
I
mor 1
S549
4
nU
[ bw ITS)
AS
L 10137(loo?)
19�
9
1408[14001
! M ( I W31_
1 law
1 21MOM90
0srZillissi
ZA53
J(14J34"
1 IMIZ(332ail
I
um
SRI
a
1015110151
1 MQQMJ
I law
I 1505(M)_
652(1576)
IM
I 2615M75)
I M MO)
2000
1,1150785)
1 8620947)
ISIT
eswisless)
� =Ml
200
1 4rW(4432)
1 862 Mail
5133
a
295 m
m
m
1 777uw)
1 333 [1400)
IQD
saw
am
2
317(3171
354
5
Sri (oil
W(M]
SIS
M7
4
653 (M)
As (708)
1 7138
1 law
no
1111 11 (1 1 m I (III
law
Iwal
low
2712
1
ml I
IBM,
7
1 1021
84, 02391
11
841 3267
scar
SERI
4
1 m�
1`011ml
(im)
14
p
Million)
IM5 saw
_W
11167
44M)
we
im marm IMMOL 2,113 27IT4
E 1 i
"'jiMl
L
Im
1010
1 0510
al 5_
1 4PJ0[4FM)
51
Re
I lJ4V(sI3J)
2800
51w
I
I 1V47 10"I rmqu) mvizx5oul
s
sSmam
riscrum
I m
I MIMI
I Mason)
�sfimi
2
31TE171
354 L35c
1 3511
1 4M PM)
5s5(SA)
13131
RS
1 1313
So
1716(17161
(ii
was 933
was
23M
zqIfizJ
_1195S333))
Iii Imf
law
Me
2,rlU
ym]
ills
4
m Eignv[
9
13
11
17115LUM
1 1947(194r)
1 1947
Illinoisans)
, 27411
1 02H
Nores
S�Qpwkyi a
,,Id fw,,d ��.l CCFS) 9 .. .... .
1w19b,s1,1I%,1 R,� ... �Fpml.,.p�r,eg.
,,I k. CVe r.. �� Tk ...... � F.� . ..... k.. 11,111t
RELEASED FOR CONSTRUCTION
illy H�.:
2 ,1.. . m ,,,m J, ..... d I ... im ,pmr,, h,,
Subject to compliance with all regulations .� .�l" r, " ILI, t ... I ... [,.n MF — 3Usi wl).
of State and Local Codes "p"t", ", E70XX
6 "did L, LI, ,,,k,,m ... mi,,ntir,
City of Criminal d,ry,,1di I, h�d tedp., plim,
i�i,si ..P,ty W"I't ....
DATE: 04/24/19
6 OVERVIEW
0-0
Fastening Options M
Connections can be made using a variety of fastening
options. It is critical to specify the Proper fastener to
ensure the proper performance of the connections
in light -gauge (cold -formed) steel construction.
The most common and widely used connection
methods are screw connections, powder actuated
fastener connections and weld connections. Each
type of connection method has various advantages
and disadvantages. Therefore, we provide data for
the most common types so you can choose your
preferred connection method.
SCREW CONNECTIONS
Self-driffirs; screws —These high-stroangth fasteners am used
if the connection is multiple thicknesses of 33mil steel or
thicker, One of the more common self -drilling screws is a
#10-16 x 5/8 HWH SD (#10 diameter shaft, 16 threads per
inch, 5/8 length, hex washer head self -drilling screw),
00
Ty
14
AISI
M'W'1
th,k,,,
CALCULATED
D.V
thwNN.
ALLOWABLE
Mow'StNuth
LOADS FOR
.1 WN,
—0160
SCREW CONNECTION
o10-1(HWHS,N,
1 1
Al HSMm 114-141FINIHSooto,
F.
No -
0.20
no, - 0,240
I ("10
50
1,C
�rempcn
16
aJ
"Nm
(too
r I Too.. n
is MA
IMN,
ati
To to..
It.)
33
"M
a
45
162
1 TI
in
54
im I as
1109
am
Q
oxa5i
M
—al
1
92
263
109
M 127
54
00358
3
1
115
M
In
3159 —im
416
0oxwea
3
isr
467
198
562 219
W0
00
as
713
:33
Is
—W
—
—
i Ito
i 101
M
21B
MM
5-0
—
—
Zoo
WN 278
049
AMIM
315
97
a1017
33
_M
45
—
—
'al
1 M6
w 272
fle?
311
11017
6-5
—
—
W
460
118
JW
a CIM
33
45
333
887
0.1m
at
an
65
AISI CALCULATED
Zklt
ALLOWABLE
"NMN
BEARING
&
PULLOVER
"o 6
FOR
SCREW5
11414S.om
�N�UMU
I NI —IL
0190
I bhNk-Q.21lJ
J show 0.2tH)
HNd�0250
H.J
0375
H.d-0.5Y0_
no
E'N's
(16)
'P31M8
PON"
all
IN4.8
(160
N11mr
aw
11��103`rtflvo,r
ast)
33
Q.. rate
33
'16
29
1
256
are
43
00151
45
292
254
_M7
361 1
3M
sal
A
Pool
`5
all
318
'P8
478
481
48V
4a
478
65
530
On
629
0
m
so
090
68
0.013
33
a
—
No
So
ars
are
ii
5D
66
—
792
as
876
369
97
0.1017
3tl
46
—
763
H�M
665
was
so
85
—
----113-0—
IM
1249
1230
116
0.1242
33
a
1W
—
'm
1514
Nal
1 All I'll mv, 111,11i th, 2001 AS SN,ir,,tonwT004..nMNNL
3 9N,' aft'lith N, 98, 910. Ai NN 1A - ,MM, m,,t to &NNr rho, , i to 1000 fil MOO ll 2000 16 tool 2600 AM N�p.�Lwly,
4 TNN,,,tMth �, toad 910. 412,Nd 1/4'..�,rrwt Nem,N�&.o orei to I 5,t5ll 1936 111 27781Q, Nd 4060 6,mNMt]"y,
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations F.�10fi,-Di
of State and Local Codes ANettogaUltaxill 24001
City of Cal NASPEC2007ASI)Facbrof8a�N 30
AMNqeAlN%,@b,Shi 31
DATE: 04/24/19 1 -1--li ��