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New C,�nerat�on with Low Co'
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Roll- ole Diameters S aci i �/ 11;1 ;:. fr . - i,.',�..� ,
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Structural Calculatbions fob {,
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APPLICATION
..-_ D D D D5 ' D8 efe ur a
Hp7N} H 7 H 6, H 5N H_ , HD2N and HD ,. - ► :r.w �., N_ t t e slotted
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• .,1 v1 J,J ;.� bass loreas er Installs.',
le_ uiretnents,.i'A48, PA23 and PA28 for ant I._
ssaar+f c; tion. Lerlg.r au� drt do r
Locate on stud, maintain�n the distances of ► _ . al not bene ppa a
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{ .% _ G.. 9roater values and au. ,/iµ l U nil 1
� Er... indicated by drawings, HD2 or .HD2N also ml , t .�- f- - ('�•", t , f� .— t.... �.� , m. •'+'�.,, � �L ,q dd 2 G r,
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,` Reg n9, _ r
r•' ) + wood lrvail suctions to Verlictl!I' coal;rete or n ' . ,• � a 1 - .� ��-'^":°; ;. � �a 6+1. W ' +�
a Ign'Palt@lit e4C�1
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P
r~. a ARCHITECT'S SPECIFICATION Not 22g0l13
HD (HDN) Holdowns shall be used where indicated and shall be equal in design and 3 h *•;+ _ ,F a
unlit to SIM STRONG TIE HD (or HDN type as manufactured b -Simpson,-� ,., +.. - V T
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quality ( ) vp y ,. ���� 1 , .,9tSecond. Level Side,aall
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Company. Embedment of base bolt to 'be specified by en9ineer. �'+ .:�,; : ,";, tr :� ,
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FINISH. Special c.. orrosion protection Linear Polymer Formula Simpson Gray,, 1&,"'}'+_,a.r. } /,�xi :� 9w, . �'-l.t.j1,C•k� ,S:,ey..:S;;,;r.',S:rti.., w« $.�y.,',. 1�'' ,,•.!s F.. r,
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SS` D
«`VACCE'TED See Research Recommendation No, 1211 of the international Con:
trite ce of Building Officials (UniformBulldlne Code), .tp(cat Installation tTyr D2 ND5 D This anchorage is the unqualified I,C,E,O, specification, Standard Weshars are
..
required anchorage bolts_, The anci , _boltshall have the minimim embed.
'-
moot to resist the design load, with a hogk return 7 times the diameter, Your
eon9lonan alternate calculated to provide the required anchorage moc
rs eacyfiac obExampl , mach bolls it e badded'was Washer by
sono formulaaken as allowed b coder but not to exceed +h of average
�zw:~<. ;,•.,•�rs�_,�. .?:„, ••�„rw,t , .�..r«„o .•.... .��:. ..:.r,:��.; �;_.E , 3,.t,'�t .'#ir,MSka.
1.�1.•v ,,.« 5c.♦«'
,�k,•��,,, •',,•• ,� :. , .: „�,�'r,i„��,,:`,`,r.�Y,� , . ,_,,•1w.�fi�;�"t,�a .A ! x.,'sG;:,a,, F. t ;: �",s',hk•;'-„,.k�,+.^.,I
Basic 81 owahle slues a9 stated are limited 6y code values Into thestud,Short�k,
term increases may be t°* �Y'+�., :L.�;��1a,w � ..! ..��s_.f ..�a.�:...tr.te ,,,,• .,!r .
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suutested ultimate and other engineering :limit ation3; A00 BUTTE COUNTY PA HOLDOWS."MY t
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: 4015
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Model
Bolt
Average Test
a >'
No
Attachment
Average
When Installed on Stud Thickness of:
Concrete
(2)•y:'b43 or 112•i6d Nails
i
1600
7
(3)•VfMB or 18-i6d Nails
11,460
2400
Mode)
Test
Ola,
Mint
No,
SIO
Ultimate
I«i2
r
n
3
3'h'
R
0
Embedment
v
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j w
y yy,•,� v ,
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SS` D
«`VACCE'TED See Research Recommendation No, 1211 of the international Con:
trite ce of Building Officials (UniformBulldlne Code), .tp(cat Installation tTyr D2 ND5 D This anchorage is the unqualified I,C,E,O, specification, Standard Weshars are
..
required anchorage bolts_, The anci , _boltshall have the minimim embed.
'-
moot to resist the design load, with a hogk return 7 times the diameter, Your
eon9lonan alternate calculated to provide the required anchorage moc
rs eacyfiac obExampl , mach bolls it e badded'was Washer by
sono formulaaken as allowed b coder but not to exceed +h of average
�zw:~<. ;,•.,•�rs�_,�. .?:„, ••�„rw,t , .�..r«„o .•.... .��:. ..:.r,:��.; �;_.E , 3,.t,'�t .'#ir,MSka.
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,�k,•��,,, •',,•• ,� :. , .: „�,�'r,i„��,,:`,`,r.�Y,� , . ,_,,•1w.�fi�;�"t,�a .A ! x.,'sG;:,a,, F. t ;: �",s',hk•;'-„,.k�,+.^.,I
Basic 81 owahle slues a9 stated are limited 6y code values Into thestud,Short�k,
term increases may be t°* �Y'+�., :L.�;��1a,w � ..! ..��s_.f ..�a.�:...tr.te ,,,,• .,!r .
'
.”(
,e1
suutested ultimate and other engineering :limit ation3; A00 BUTTE COUNTY PA HOLDOWS."MY t
JILDi pa MrIT1k MEN
•�
Ge
d " :2 �( r.«•�,"�,f7 ��.ts?�
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: 4015
I
Model
Bolt
Average Test
Design Load Value'
No
Attachment
Average
When Installed on Stud Thickness of:
Concrete
(2)•y:'b43 or 112•i6d Nails
11,460
1600
;'Q3
(3)•VfMB or 18-i6d Nails
11,460
2400
Mode)
Test
Ola,
Mint
No,
SIO
Ultimate
I«i2
2W
3
3'h'
Embedment
H02
4*
9-
2 •iiM8
I1
200
13e.50
24
2520
2520
2520
2520
HO 5
HO 6
1'1'
1'
11'
14''
_
2 -)/YMB
�3)-}4'MB
19,000
18,600
3375
5060
3610
5410
3610
5410
3610
5410
3610
5410
H0 7
H07
1'
tYs'
14'
15'
(3) rh'MB
7
3•%MB
28600
28.1500
8. 00
6350
30
6 5
6500
7 iDD
6500
7500
6500
7500
6500
7500
HD 214
%7
9'
(2)AWMB
8,800
2450
2520
2520
2520
2520
HO 5N
-'i'
11
(2)_Yema
1
11,600
3375
3610
3610
3610
3610
HD 71J
1'
14'
(2)-i"MB
20,300 1
4800
1 5640
6480
6500
6500
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(Vfi*'"I"5'PV' f f_r,......t../. • {V I RQ � ,E�,
SS` D
«`VACCE'TED See Research Recommendation No, 1211 of the international Con:
trite ce of Building Officials (UniformBulldlne Code), .tp(cat Installation tTyr D2 ND5 D This anchorage is the unqualified I,C,E,O, specification, Standard Weshars are
..
required anchorage bolts_, The anci , _boltshall have the minimim embed.
'-
moot to resist the design load, with a hogk return 7 times the diameter, Your
eon9lonan alternate calculated to provide the required anchorage moc
rs eacyfiac obExampl , mach bolls it e badded'was Washer by
sono formulaaken as allowed b coder but not to exceed +h of average
�zw:~<. ;,•.,•�rs�_,�. .?:„, ••�„rw,t , .�..r«„o .•.... .��:. ..:.r,:��.; �;_.E , 3,.t,'�t .'#ir,MSka.
1.�1.•v ,,.« 5c.♦«'
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Basic 81 owahle slues a9 stated are limited 6y code values Into thestud,Short�k,
term increases may be t°* �Y'+�., :L.�;��1a,w � ..! ..��s_.f ..�a.�:...tr.te ,,,,• .,!r .
'
.”(
,e1
suutested ultimate and other engineering :limit ation3; A00 BUTTE COUNTY PA HOLDOWS."MY t
JILDi pa MrIT1k MEN
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: 4015
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Model
Stud Attachment
Average Test
Osslgn Load'•
No
Ultimate
Min. 3• Stud
PA18
(2)•y:'b43 or 112•i6d Nails
11,460
1600
;'Q3
(3)•VfMB or 18-i6d Nails
11,460
2400
PA23
4 -15'MB or 24•16d Nails
11 ,460
3150
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