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HomeMy WebLinkAbout069-410-060;s' i =,e- �! r �;I; � � �1t..' # „n, tr t.^ �,+11 ':`.,I 1y ti� it a .�� •Y 4 '�," ti ! tq, N 1 � r,Y r •"q4 f"' : u rS n = J• rr r r, ' # a r'' M1. � h ' }r'Y� 1 t '�Y`I .,. , { i .: ��.[��, .. ��'� 5 t ,.� , t i V + , , '�' ! �+(',�'f! /Z ' 7�M�,�(p' r i5,� r '• 7y'y�",{�r.�:µ�,(y/ '�'�I V V % I�'' I' � 1 M � � J 1'n, , ! n°. W--.Ao"ns.,��,,,.ytw #. f!M1° d ,i 1 i ,:C Y, ., !`� _ •v,. 4 .... „,x.. r,, �•"+ fl ' �A + p 'k . ,yi r, t 47 } r tl 1 f Y ? ;I pp , °. !. YT i+ . cy�:PC 't I Y , 4 '� ,Y�' `"..�'`4`�r1''s-11!x., ..�: fit,. :c?+tr �i'�`� -.,frill �'�,.� �„ n►...r�` �i4 ', , ,Y�ct �;#;�.,. ;acs �,r►a: I , , r . G r,# : r# : a �l. t Ohl it b h i , s C,i''µR�y :%r:i��Y 'n..'vF: :ke•'"SV rkfit t"'�+t - 1G} l� � nJ' . �� +'P 'J +) � `. taaA�^'i,S}At•e�4'►�".R'r4. •aX xiv lk r _ i 6,16/Sh 1, : L New - ion with Lowe Co Torsional Channel "Self -Ji "�g i = , •' ': � ,t' �� � x �'r ri�� :.yam. i ` ;. Design Insures Code -Require H 7 Bolt -Hole' Diameters Spain tIOLD t 4 >1'z from End of Vertical Member. ; r rw W q i• ,//rr .( t l' � a...�..,.. 1F'" pf,N ,1F '✓1 :�, z` ; ! u) her. 4,192f1181� 4 r ` J� I .��!.5'S ��+ '• Y y" pr�',%l�l �►i , � � '`f, •'` ;y,� y'�,:���.,i'' A,�? ., r 71 �' ,v• 7 HD2N.12 ga.r3�• -HOI:gSNP41 x lilt r � � � "'Y� o N +. ' HD5N -1tA If {' . ,.- io O , C' oQ• p ry ;, r r HOLD APPLICATION -A u i .r. t= , ri r r ? HD6 features slotted HD`7N, HD7 H06, NDSN, H05, HD2N and, HD; tt�• �` ' �' base for eaaler Instalia• : requirements,, PA150 PA23 .and PA28 for gene r1 - !+""��3 i•� �_..�--.,,...��r- •., tion. L©dg3r sty pport de- I Locate on stud, fTlalntainin the distances of , t 9 g r "' r l_.. I %i `�� ., , tamatle iai'ns and au- 4.9indicated by drawings. HD2 or HD2N also mi, 1 r—+ r ' Fir _ si n of base offers l rete or n t _. ! �., • I¢ g. Design Patent 1 , No; 224083 wood Wall sections to vertical conc a ARCHITECT'S Holdowns shall' be used Where indicated SPECIFICATION, i . ) q by in design ;� •... • ; HD and shall bee nand: q ( quality to SIMPSON STRONG -TIE HD or HDN type e as manufactured b Simpson ` Company. Embedmentof base bolt to be specified by engineer, 7'' ecFINISH. Special ccrroslon protton Linear PolymerFormula —Simpson Gray,, �}... .• ,f + ,� M ~fix �• ,•, 21 x rt, }:.' HD HOLDOWNS n ,i,,,✓' �.I{' ' cat, ,'"I i ; ,„.,',ry'N, xt'+ .,, 5 � ', , ,J SAI ?� yw-nrr u,`'^w I,}•Ir� �•i, ��` "`` �z�r�ti rng f j�� `its yah W � � I flP6 t kx 'adu . pA r I ## x" 2 "`'h4•^ �y/.y tl r a A 17,:7h- 9C� ACCEPTED—See Research Recomntend�dtion Go12111 o i t of the international Con•, - for of Building, officials (Uniform Building d ) ° t ` A` Typical Installation Y f- r'« for HD2, HDS, H07 tThis anchorage Is the unqualified I,C,B',C, specNlcatlon, Standard washers are y y ;" „ � r - ; � _'t Ment to resist, the design IaedTwl a)h ck t �YthAdla�m`@tor our q 9 T"GrdJ�dt141�� r_•jw o k• tr; engineer may specify„any al'a(n a o Prov a e' e t r stage for your specific job, Example: machine bolts With embedded washer calculated by cone ,orinuia„ ” 6 1 •Basic allowable valu6e as stated are limited by code values into the stud Short 'IY r, .?�_ ` ; •�'`` . '> a 4 3 term increases may be taken as allowed by code, but not to exceed Ia of average No • —sruos }� tNk.�oto - tested ultimate and other engfn.ering limitations. X t r�;r�l � f -� � � � �, .s� ,.�� x; 3, + „ CID � PA HOL 3 WN3 y . ; r, i - Bolt last tlitlmale Design Load Value' PA18 Attachment Average When Installed on Stud Thickness of Concrete pA23 (3et8 of 18•i6d Nalfs 111460 2400 PA28 Model Test No, Ola. Min,+ Stud Ultimate 1lb", 2 21h' 3 3yi 1 Embedment I HO 2 3'i" 9 (2)-hMB 13,200 2450' 2520 2520 ?520 2520 HD 5 Yi' I I., (2) -:v4 -MB 19,000 3375 3610 3610 L3610 3610 HD 6 1`t 14' (3)'i. M8 18,600 5060 5410 5410 54.10 5410 li0 7 1' 14” (3)•7/a'MB 28,600 6350 6500 '6500 6500 6500 HD 7 I'/e' 15' 31-)1s•MB 2800 6350 7100 1 7500 7500 7500. HD 2N 5e' 9' (2) -h -NIB 8,600 24502520 12520 1 2520 1 2520 HD 5N V4" 11' (2)-Y'.'MB 11,600 3375 3610 3610 1 3610 3610. HO 7N 1' 146 2 -i'MB 20 300 4800 5640 6480 6500 1 6500 xt'+ .,, 5 � ', , ,J SAI ?� yw-nrr u,`'^w I,}•Ir� �•i, ��` "`` �z�r�ti rng f j�� `its yah W � � I flP6 t kx 'adu . pA r I ## x" 2 "`'h4•^ �y/.y tl r a A 17,:7h- 9C� ACCEPTED—See Research Recomntend�dtion Go12111 o i t of the international Con•, - for of Building, officials (Uniform Building d ) ° t ` A` Typical Installation Y f- r'« for HD2, HDS, H07 tThis anchorage Is the unqualified I,C,B',C, specNlcatlon, Standard washers are y y ;" „ � r - ; � _'t Ment to resist, the design IaedTwl a)h ck t �YthAdla�m`@tor our q 9 T"GrdJ�dt141�� r_•jw o k• tr; engineer may specify„any al'a(n a o Prov a e' e t r stage for your specific job, Example: machine bolts With embedded washer calculated by cone ,orinuia„ ” 6 1 •Basic allowable valu6e as stated are limited by code values into the stud Short 'IY r, .?�_ ` ; •�'`` . '> a 4 3 term increases may be taken as allowed by code, but not to exceed Ia of average No • —sruos }� tNk.�oto - tested ultimate and other engfn.ering limitations. X t r�;r�l � f -� � � � �, .s� ,.�� x; 3, + „ CID � PA HOL 3 WN3 y . ; r, i - Stud Attachment last tlitlmale 1: PA18 (2)•14•MB or 12•i6d Nails ModelAverage No. Stud Attachment last tlitlmale Design Load" Min. 3' 5tiid PA18 (2)•14•MB or 12•i6d Nails 11,460 1600 pA23 (3et8 of 18•i6d Nalfs 111460 2400 PA28 42'G of 24.16d Ntlis 11' 460 3150 A. PA _.HDS � y� �MvarypY.}'� J .°` � m �" QU�`� ••� 4� w.i`r �ir l' r jj i. ;r+'.V. ? �'I,R ,rfi tµ-1 '< , :. ry :•3#a Ti+',n. ., „� ' w' ~' ACCEPTED --Sea' Research Recommendation N^_: "1211 of the nternational Conference of Building Officials Uniform Bulidl„o A -. code). { ♦ „ r aS^'Y ^” ',+ i 4 $� '"°'ply, • :I g ( .. ` y pyy� e � �y�7 �]:" T ,+ w.: t7. Y il- •'May be Increased forshort tor8 W1ZFrvim :J# `7: 6U- \ '! � ,Q.. ,�!, , '`, 177.1 q�Y�' 4Yy;. � A.t t''k*-�r v�� `qty"� ! ""�A � " �:,h•'3'�. :.� ,aha . �syuos .allowed by cod@, y „its•' ' J' k• u. ,C r..4#, "•at..�p i •~,ihwtr4':,�'i lik•tns J, D ,� �', r,^ tH 07 VICA III DOW(01,40045 .•• N P x N1.11 AY n ^'Co Yright1982 SIMP ,ON COMPANif. : s , f' �r ) f I , n r ' 1 I a I, + r ti ti ! I I ! i 1. 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