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HomeMy WebLinkAbout028-170-117A id 17. , r, d� f r y y., {1 I J Ilhh >p i ry .F 4 j _ a ill _ _ ,__ / pIIK 1,%!lip it ! 71 : UM I :. r. n .: .�I. r 009 _14 .. l u` , . . x1mFVIrr ips , A i� Fr , RC1.. ti I141 +, .::._ �: .ay,. :., :Ou� wl .. `ii 4X1111,f L , , _ _ _ 1 ,. 'i _ -T.� j IKFM-11 1, RMARM r �.::, , AP ,._ ff �+ � iffift . , l[ 1t1 i : , :. ...... MWIM'7iW".M'�Gi"'r�i".'�w..."•'l' .was'+N•..+i: <. :.. ,r� �4 ' . 'iii _.' (, ': : F: 1, �t 'Iff a0t�''" •. ,, :: 'J':yi:`y�'k'gt,u+�',1•. *',p+C'�i'��r ���"' Y ��5, M t . ,, '. ': 'aA41. Zs 9 ­� g ., ,j 4 ..MAYFIELD CONSULTINGENGINEERING . E�VCE New C,�nerat�on with Low Co' La Torsional Channel Selo Ji i,....,<13 3 " _ ,'� •,,�a�s,� I',,' � �u,ulc�ln �n lnrc�cl!t � c�it:lr=[�Eta��ts� cSTvlcts i Desi f sures Code -Re' urge ,, .«ryY,,1rr. 9 « ��Ld14 ,� ,�. FIolliS LTl , Roll- ole Diameters S aci i �/ 11;1 ;:. fr . - i,.',�..� , from End of Vertical Alember. t � , , o ID ,Y F _ u Y itbi, ' ��t : R LI• , , CALIFORNIA, 959U r S8l#'`99�� , 9ifi $4.6.3135 {a Feature ): i x. ; Structural Calculatbions fob {, r, .. YE OLDS BAM BUILDERS 20' & 24' sale Houses tt► � Rlfii�..,�' 1921 ,> ? �..... rwd' lTW 9;(Yj�♦ f, Sheets a � 5� �,r . � ., �'+; �,?, 3 & �- included, here�trith show :calchla�t�.on for the t1 t o King post Truss"'I(,► P/ods 0 i ;� ,�,1 !) �Z YC b Q s�/ /0 3�g I/L' i r ,,.. ,. : , /' ' '" . Via: , r .,... �`nt". 4 � ,:, . if?a,. Y• f .. t �t surra .. ,„ "E 4:,: •, -t^ r ���O r wr p 45Y+Q� e = Ib•e�+.+.•+F � _ e • )L �,L�:A � ... : , +:+ v4 t ": . I - /I. vi .. RF. yah t, r".7 , ` 07 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 h r ¢ • .,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 . 9 / r ,:. ,�- ,. a .; 5 oft r � i ,.3- + � , + I V./ , s L { .% _ 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, - _ -- -...� - - t J -- _ .,.. totnatic" t ,. _. . .,. ,` 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 1' 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 ) - quality ( ) vp y ,. ���� 1 , .,9tSecond. Level Side,aall - 7 is Company. Embedment of base bolt to 'be specified by en9ineer. �'+ .:�,; : ,";, tr :� , •, : - 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, 4 w- ;:^ ✓ ,?'; 9/r". , '�,e•.- i^;3,Y. , r.. 1't"'` al+ v;^:f. IfNU.'� a 4 ! Ci t T{tE+ :y. + HD HOLDOWNS w.,: mAa��'`�� v 5 w; j w y yy,•,� v , ..,�i• tuy.,:lt ,.a y1,ti �" ,.gyp:,>z«,,,,t '.Fan if r'.A'r7 ,tet-rQ•y"y�; .,�,. :,�.. -, h:.4, ..,��� a"rici;".' v e sy P 7b (r klq a , �i4 '. R..l*?x,11` �.-a N�'4�"kYty ,, : ^�4t" �':. •'"',.,.'1 .___ ." a�, • ,-P d{a,{�: �1..;,. 1wf*•,>,�. t w � +. w�t,'•x�,,.a,,.��•:*.,,.E.�t.,. , ". . •�,..,, , •.' �,_,,, :, �, .a,M,u,. x �',�.)fi�- r S,ry--.;,�>',�+�.: +.; (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.♦«' ,�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?� r., : 4015 I 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 5 w; j w y yy,•,� v , ..,�i• tuy.,:lt ,.a y1,ti �" ,.gyp:,>z«,,,,t '.Fan if r'.A'r7 ,tet-rQ•y"y�; .,�,. :,�.. -, h:.4, ..,��� a"rici;".' v e sy P 7b (r klq a , �i4 '. R..l*?x,11` �.-a N�'4�"kYty ,, : ^�4t" �':. •'"',.,.'1 .___ ." a�, • ,-P d{a,{�: �1..;,. 1wf*•,>,�. t w � +. w�t,'•x�,,.a,,.��•:*.,,.E.�t.,. , ". . •�,..,, , •.' �,_,,, :, �, .a,M,u,. x �',�.)fi�- r S,ry--.;,�>',�+�.: +.; (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.♦«' ,�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?� r., : 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 v 5 w; j w y yy,•,� v , ..,�i• tuy.,:lt ,.a y1,ti �" ,.gyp:,>z«,,,,t '.Fan if r'.A'r7 ,tet-rQ•y"y�; .,�,. :,�.. -, h:.4, ..,��� a"rici;".' v e sy P 7b (r klq a , �i4 '. R..l*?x,11` �.-a N�'4�"kYty ,, : ^�4t" �':. •'"',.,.'1 .___ ." a�, • ,-P d{a,{�: �1..;,. 1wf*•,>,�. t w � +. w�t,'•x�,,.a,,.��•:*.,,.E.�t.,. , ". . •�,..,, , •.' �,_,,, :, �, .a,M,u,. x �',�.)fi�- r S,ry--.;,�>',�+�.: +.; (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.♦«' ,�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?� r., : 4015 I 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 X 'x 2 N4 LEVEL T ” r d A i' 1• • ., �n a ry, x fi, r y k , , ^I f � 'V ' •t p: ui C. , 7 .t.t , ��54wr.�., l�,'1.1z• . ,. >. uS:F,i'a.fi -t I ,� � '4+! 1 1 M^ .. ..... ..... A ll � I T f op d Vd *W McH be in, f ermod'afe opar� rall; to ne, .9 did x1 rI... T-1 , 7 A ll � I T f op d Vd *W McH be in, f ermod'afe opar� rall; to ne, .9 f. FT 0 IV T T�E A F\ 8UM COUNTY WILDING -NT VED h olec V I ., .� , s. F P I{ . p.p ..,u.•Ix9 a ! ..rip .., .. .,, .:...rrr•, .... .,. .;... ,., �,,. ... i S 9 , tl f ':: ? ,: " . , - it c f „! f f f r , _rf:, ::.:• I � , i ,., 1> ,. y . 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