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I \ <br />till 4'0 [j, L . <br /> <br />-') r.( -4 ' ~ffiArL 1)~'Ll a \ <br />-"1 # 3fs1l'( (ill 4B'o,L, <br /> <br />I' .1 I") .A1/ <br />EJxlL ... L~l:JO - r::>\ <br />~tJ(l(n CDJL, ({G. <br />ILl (~~5 '2Ljo6 [oj{. <br /> <br />lla" <br /> <br />o <br /> <br />WALL ~ ~kLlIDJ <br /> <br />~-?/~l~\'-b') <br /> <br />o <br />U <br />I- <br />Z <br />a: <br />11. <br />LU <br />;:) <br />...J <br />co <br /> <br />..' <br />a: <br />:::E <br />~ <br />I- <br /> <br />1-\ r-a. L1-\ t\ 12;( <br /> ~Uf)S CC2. lu.:C.L. <br /> ~9AL-i '6' u~ q' \ <br />~\aa \1- <br />~ \-'V1L SfuO::' I I L t <br />~ (ILL_ L0Ju1U ,z. 1- .3 -4 <br /> <br />Engineer's Specifications ror Wood and Masonry Construction including Roor Sheathing: <br />. . NOTES: <br />AI ,..t.ning. mu.' b. In Ilriel eomphne. wllh S,l,C,e,1. Cod. 1705, <br />An Wood Conllruel!on mUll conform to tI1. requk.menl. 01 Ch.pt" 17 In tho <br />S,B,C,C,I. Standard Iund''''g Cod. and mltl tha local raqulram.nt. 01 any olhOt appneabl. <br />coda or coda am.ndm.nt. .dopt.d by tI1a communilY In which thl. Ip.elfle .truetur. i. b.ing con.trueltd, <br />AI M..onry Con,'ruetion mu.' conform 10 tho requlr.m.nt. 01 Ch.pt" '4 In Ih. <br />cod. or cod. am.ndm.nll .dopl.d by tho community in which Ihi. Ip.eifle IWelur. I. b.ing con.truel.d, <br />An s ui ,cation shown heuQn shall SII erscd, an eel Ication shown on the sIIbmitted drawin s, <br />Muon '1' lad Woo Coaslnlel;oa ..oary Co..lr, ENGINEER'S SfEClA INSTRUCTIONS &< RLMARKS: <br />Wood Coast. Sinole Itorr Of two Sing I. I\ory Of two story Remarkl: . Nailing cent., diat.nee .~.cifi.d .bo..... is fot perimeter <br />"oaf Ih..thtng 'tory 2nd floo, .,.,11 2nd floo, ....'... con.t. edO' of shuthiflO. int.riOt nlmn, of .nuthir'lg is l2- O,C. U.N.O <br />to be: ahuthil'1g & studa All structural fr.ming oth" tNn Itud to be SP~ No, 2 Of bettlf. <br />.. ,.- Expansion 6ott. m.y ~ uud instud of lI2-1I.8" A,B. <br />Imbed 4- minimum. <br />Shtlthif'G nail. mey b, lubltituted plr .chedult on dr,wlng 5.2., <br /> <br /> <br />ThiCk <br />Matt. <br />N.iI Sizl <br />N.iling . <br />Plv-clip <br />PI" , <br />, Story Footing. <br /> <br />7/16' <br />OSB <br />10d ' <br /> <br />Thick <br />M.tl. <br /> <br />lize <br /> <br />.' )( 6' <br />I '5 <br />2500 PSI <br />or WaI Ltf'gtn <br />E .R I {J,N,O <br />S' . WI' U,N,O, <br /> <br />st! reQ'd <br /> <br />lizt <br />.U rtQ'd <br />concrete <br /> <br />./ <br />./ <br />./ <br /> <br />,/ <br /> <br />/ <br />/ <br /> <br /> <br />~(: <br />ALL ~J~LU-AL1~ ! ~~ <br />12{,-{D-16 -1iJ MA1L\..\ \d(JS<lUb. <br /> <br />LIndemann En&lneerlnc Sen-lctJ Company Connettor Spe(lncatlon Chart <br />C"anget to thi. eh8r1 mu.e b. accom~.nfed by I" EnQifleerlnQ <br />Connector locatIon symbol key Cnang. O,d..l,om . R.g;lttrtd Engl""." <br /> <br />, i1oo;~~,~~-"": . ~o'nlln~::., '001 Conlln~~~., 'tud 'oP'n1~:~"d.r t- Foun;a~;on Of 'Colu~~"b.... <br />member to top frllm. membe.. to to foundation to stud. includin,1 Item",," te and <br />01 ".. Ilud 'top tI. pall ,il pl,'a to tI.. riot It column c. . <br />Connector Manufactultr .ymbol key <br />~fUGHES Manufacturlng.loe, SImpson Strong-Tie Company, ~Sout"e..tllr" Metaf. Mfg, c~_, lne. Othef' manu(act!-.",rt. Specify Name <br />Us. tn. Loll" "W u.. tn.l.llor "ST" lu.. tho l'll" 'S"'" U.. "X' <br /> <br />CONNECTOR CHART PURifOY DRAFTING & DESIGN REID RESIDENCE <br />Structur!ll EntIn loed ....lIlun i=connectOf Symbo I Silt 0 nlill end 8tJ&1d1no <br />memb.. 1.0, us. 2 nn.. II lo.d lor For Monulocluror'. Ouanmy ""mbor 01 ntll. In,poetor'. <br />No. III '''own differ. .. anda of connectOf' connector connectOf ft~r.d It uch ,eQYlred It IKh Checl-Off <br />on PIon. 'om' m.mb" lOCA TION M.""loclu'" Part Plumber lO<:A TION eonnac1or Column <br />T,' U4 8 SIMPSON H-H I 10-84 <br />f,2 211 L 8 SIMPS.9..!'!_.J IU'5_' 10-ad <br />f,3 30. ~ SIMPSON _I H,U , to,ld <br />1-4 348 e SIMPSON H,2.5 __,__" ~O:ld,_ <br />f,5 45'. e. SIMPSON -!!:~,'5 , 10,84 <br />_..!:!_ 4" . _ !11.t~Q.~ H- U , _ '06d <br />,-----.!.!_ 5~ s !I!<'!:!~~ H-25 , 10,ld <br />__!~ 560 . ---.!~~ I H'2'~ I 'Old <br />TS 671 ~_ ~~~L-~ I H).ld <br />T,10 324 B SIMPSON.!--- H-U I 10,ad <br />_-.2t1-_ ~~ e __SIMP~2~__1-----.!:~' 3'.0" Q,C_,_ '2'~ <br />_2~~ ~ e _,__SI!<1PSOPi._U.~~ '3'-o.O,C. ,~ <br />_Qi'~ 135 8 ~'-MPS2~L_..i!T!I' ~o' O,C. \2,lOd <br />-~~ 708 ----.!-, ----.!I!<'!~~_ t H2"_ ~ ---.J~ <br />J,2 10S 8 SiMPSON H,2.5 , 10-Id <br />----'- --- ----- --_.~~ - <br />H ~i B ~ON' H,2,5 ~ 10,6d <br />-~ I 171 L-_L- _~IMPSON L-H2.5 , _I 10,ad <br />-~-'-_ -----.-l!.1._ ~_ _ SIMPS.9~_ H,25 __~_ 10,6d <br />H,' 267 0 ~PSON lSTA15 \2.,Od <br />---.I!~ 324 0 S!MPS.9N ~STAI~ \2'1Od <br />Ii. 3 323 0 SIMP~ LSTAI~ 12,'Od <br />__li~ _~ ~ _~-'-MPSON LSTA~_ \2,IOd <br />,--'-i:!__ --.-1~ 0 SIMPSON LSTA15 '.!:.!..Od_ <br />Ha 256 0" SI;';isoN I LSTAI5 \2,1Od <br /> <br />'~.:-~:-~":~ T-:.'. =:::i::~:::- in- - ;:;:-_.,-~- <br /> <br />'W <br />Two 11ory, ower <br />".1 to 2nd nool <br />to " ".. <br /> <br />./ <br /> <br /> <br />~IY'~? lt~( <br /> <br />./' <br /> <br />./ <br /> <br />./ <br /> <br />/' <br /> <br />./ <br />,,/ <br />/ <br />,,/ <br /> <br /> <br />/ <br />/ <br /> <br />/ <br />/ <br /> <br /> <br />I !,,"- __I.! -, 1<,' t: '~:. I ~'cr.;'? i~'./:e":\ierj <br /> <br />+. '^ <br />\ ' <br /> <br />.' <br /> <br />? <br /> <br />it to <br />12D5 <br /> <br />l6((: I { tLDLLMILl6 <br />LUA\LJL ~t\L.f.. Iti6f'ALL <br />\10J1~, <br /> <br />I., ~ <br />! <br /> <br />uf{ ~v'A1il.)J 0; ': , '. '~. ".0 '.\j.;, <br />=:LALL. 1/4''''''-D~_~~~ <br />\\ I I ,l. P.E. <br /> <br />!: <br /> <br />ci ;~8sord <br /> <br />) <br />lqf <br /> <br />C17~~ ~I2.L 1\ D.Ll a <br /> <br />lLLk\1 A11 nu <br /> <br /> <br />SCALE: As .s ..\l.)\LLIJ <br /> <br />DRAWN BY <br /> <br />lLP <br /> <br />REVISED <br /> <br />DRAWING NUMBER <br /> <br />3~p3 <br />