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Plans (5) WEND•ai1541C ---- ANAL z a GENERAL NOTES LEGEND - - ----- A S r--,)l�/y— ��1�y 2012 1BC c •<..5= NOTE. v p oAn rodent•p t.roa<a+ •nRRm ,al>c..•.LoeA uoNs _ !n<r snmr pe ss.onr ttl TuE TOF OP EA:CU e .t e _ _ _ 0 R•` sr,u�•m coa:,oNs 5� LR U--- (�JST a_ _�� CONNECTED T T-E BOOP S-E�-1NG CR ��/ J 1,2 C) _7_ e 5_I<_C<:; i L j {o)u!r. O a,AS RCt[hEnC t.c I _ _ 1 `r^ W < ' c-s�mm o air r•..-,.,o•. ]. ! '-^CR 5'-'E.4.t�:ING i(=c oOTTC�OPE w t � s•x:w111 eL ct<m -c=R WLLL ;N5 i EE CONNECTED .O T ' J b j M (3)sn<o,rny m vnaA c:nr ob. T.S11P.AIr a[ou•Rto FLOOR 5-E=iuLNG OR FOJNDATION. =- I -,FICA, CONNECTION DET-IL5 POR I - Liles ou:twy n SM Au-t L t u r r c t G CONNECTION lq\ ., (<)duritlr• , w>;dtc:ron 4% LOAD CROu A60VE r ecuiram.<n:lola^o h CMnrC,w rs or •nanu.oc tut �DCtt1Dlt T•E V.'.0 uts)Alr floc s. <rn mnrm. , � •c 0 o k 9< gotron,rea,~ (7)l.dl0 1 s hoc .a0 t31,TS SHEAR WALL SCHEDULEIu ;ho a . O I,E•31S ' "" - 1 r ------ $F.ISIL 6c,rommon. 04.7.35c OS!I! APA RATED PLYWOOD OR ORIENTED STRAND BOARD (1) rAS1CN[a51!).(S),(a(7) SOLEA SILL PLATO i j L-AP: f'iL ) NNIING YKh[$' IwC OPAL�y 16C vn sv AP,p N07C5 LOAD Ca $P:r(CR 1,•) 1zVtN 'OC Tr •G'Oc i J'�O ❑❑ r� 7"O C 7.O C ]. 72-O c 0c (lc Ohl T.?0'OC II «0) 9gp v 1 �EA SiOL ]' 1T0�0[i I ]-UC ?S-DC S> OC - st Li�6r� v LA SID[ I jI( SA).(E` liEO Gt'J 5 T�."2 L,�..'.� I �I�� ..r•-,y j 1.OC 7'OC � ]. 1,�OC�(:)�;E' jt::0 t�J-'may �-- E-'EN"INTERIOR S=E ASy;ALLS - (? / 1^)A •#'•t < /n,. ., INO,SEE':P ' I N:E¢IO¢¢.W'�:JE i.-ILC• � / sen�•�t�...a Peoo�ne ata v,r.<v• ml n,< d Q �� %/ e_� \ 5 Pl)us�.er.;pW iee R:>�niee a eu.d •..x .+o 1 /� -_ / (� Ys;cv•ryn)rs.M I / < -�n j _ HOLDOWN SCHEDULE y<R` SM.P$D:1 (A$)i Ni R$ AnAOi NDIi$ .i1OCLt (LDS I / � Not c�.. a r•,. --tI . FRAMING CUP SPACING SCHEDULE O.C.• GO'so-1a.y •, •"r^• •,100 �(,�,-^ v' CvsnT. :?) `a.w 25t SNOW LOAD LTPf,A35:SC COMMON IA"LONG NAILS 7T'Lony LS50• L50.IOo COI1,.10Nh% 3"LONG NAILS Cu511T ()s7 rea:r+.,r Era. •.•,rs.-.. I .� rRAltINO CI IP OPTIONS g sO-Lony np°•O1•'• ^• ">0 °m°n °m Ow —1-__ SHEAR HALL LT--4 435 LS:,O L_O ^ 51rmt,Rl! (bl im • !S- I 20' e- 9- ,1- G- �� ryDL)-6 1 (ro)1SSA-sslB>E >�-� "•^•:�w•` u2 O v `J S C- b- I 8" G•_ L ae as •.>n'.0 -•/w... U �o--—! to• r.Du-n I ei-l.L�ii.•mi.�:p r .v. .......>s, 22157AA Llm-- -- -- - --- _ _ ee•-1,rreHl ©you (Kt+hIL[I.r,.r�eww oFu W Lu IIILI'�`II J— r l+�z u O w a ' � 6 IF EDGE ll- —n . CF LGRfiEc v'AILIV i 1/ UE!'! EDGE EVD.r+G O:uD —Lard,EST Cc Tic l71-D 1 1 9�fa'S•CORNER 45 0c'-E I., I I}J).Oc LaGEEc > I ©❑ AD'S•CO"4 �tt��'111 1 ■A� f,' •�tia:ICV' .L:E4 F:004 ' GGiI"IBII�ED NCL�O'�N s GORN�R - i I - � C� O I I I i 1 • 'ii � C•i I};I f-- J�Ji �. rcDVTlw•Duy! .� O SLUGG CODER 1 t' T4 T S cNr^ i0 W7O' i%'c,q„I,P•Na1LS• I "o PAif-IJGI S • <�nA> ,I ll I Llll\DCI,J O !Oc OT.ER OPE'J G! =� a ,1 �G/31'4^n•RdTED WT..p I d /I,•�/ •4?.5 LE 9-EET, cnSTEr+EU PER 5EE<4 &--EDIILE SRECI'ICa:lOvS p I•��1.tJ.'t�:\�-``II n�_•r+C1E5 , • • d — � .---E:LOC<aLt PGVEL EDGE T .' i PE4 y�G45c.EDI;E _ JJ S�£CI.IC GiIp.E�r•i0iES l9 - - - r I; 1Vi—SEE 5-EAR SC-EUJLE 6+L n U VOTES c0R wOLUDO.J:ScEC9 I I •,. Cl I I 1. �/ �0 SC<LE CU'KES PLVEL•!„ri l vrru.noym ).��. •r� �• • C> 15I SNOW LOAD �o �o Si ° u FOUND,-.. SON PL,.N 22157AA W m co�frn ll ©2013 rC.Eu Enr.;rFHx•>.> I TYPICAL SH EAR WALL DETAILS 2R .'IrC Rool sheathmg. z W ' Root rafter Or truss Sheathing PBC cop recruited at blocked 4J Beveled Nocking, dlaPhragms.flee RBC schedule)— J Z r y Bd's @ 3•o,c. Simpson H I dip @ 24'o.c. Z Sheathing see schedWe.----�"�;q A o Top chord. �i Boundary naffing c. Ot'-! '^_� / _- 2s studs. �` commons 0 6'o c.UNO. •'I � w �' �'C7-:r P_:aD. �•''oc / - Edge nadm9' �.____- r_-_<__-_ - r-____ Upperflowlbobailing edge trading, , -_ ,I , ;g Blocking with 6d 3-ox. Shea hing to ROOF=.IEsiwlMa, � j Q2 V / I 4$ match belwv. I 1 r.I Shear nailing, max. 2.each side of 1 t 1 1 .t—` 2 x blocking truss. \ •) •t I-�(I Sheathing � Edge trading Web blocking, \I t 1 t break I 2:stud wallRBC SCHEDULE SwE aT.1ING To— �.\ ti •t 1 1 ra;cN WALL BELGL" \�I I 1 r 2• , �— Shealhirg.-___- (Root Boundary C6P) 1.k 5TU6 WALL 'sVn=C i'a35F- / C-ER 5•. 5 OF Shear naiAng. 1- '1 I' I - Ceding joists or truss, Blocked diaphragms only •E<Cw BLOC:: �^'r LL BELOL) � l Lower floor edge nailing,L./ r --Bottom chord— 1 - \ t.W I j Req.baring CAp spacm9 Soup BLc'G --- --ti --- -- ___,.____ Lover floor staggered Edge nidi _ n CLG JST. _ °g'-`� edge rtadirg, „-�� §I � 6d 0 B' 1 36'°t �• Edge nailing--f 2 w studs -�� 6d @ 4' 18•o.c. 5-EdirWG r SEE 5C-EDULE/ I>'ST WILL Sheathing. '� ~— 10d @ 4' 12'o,c, ���� Sheedl ing.see ` IXIXIX 2 v alitds.—�' — scheduM.— -i Tk SEcr. CC Rafter/Truss at eaves Interior shearwall parallel to trusses (4)l6deach side. stale: I'0• ®® Beveled docking al brace. 'oists Scale-, Interior shearwall perpendicular to trusses Floor. P arallel L30 clips throclun. Scale:1•.r.0• Scale:,•-1•,0. �a g Boundary balling into lookouts or J blci adjacent to brace. Sheathing,see schedule-�1 ed commons @ 6'o.c. INTERIOR ROOF DETAILS 2x - Blocking with shear a6� (ate O Roar sheathing------- into topchwd. Fber joists, .__1 r Shear naikng. I6d Cpl 6'o.c. 2x blocking rvdh shear raid Floor sheathing ". �---"- 9 n9 Upper Moor edge naibng ) I 2 x 4 gat simmer.•--� ± into top plate.See schedule. �,..._--Nailing to match cheat wall � / Edge Iuigng. edge nailing requ'vemenl. 2 x+angled orate. r5?' Naikng Io match shear wall : Sheathing to match ��. edge nailing requirement. //i Shear nailing,see 2•burs. � `. wall below. J Floor sheathing. / schedule. - 111 I er....... ((( Sheathing A P 'Sldlener may be omiged 2x blocking. Meakl d Mace is less Than 6'. ow,wv l Framing clip.(see \ SECT. A•A a�r Lower floor edge na6ng �' schedulel 1 (A f Scale.1-12• . r Lower flow staggered �^ K edge nailing, C ` Contract joist to blocking 2 s studs ` Edg°naitlng Sheathing. �I with shear nailmg, 2.blocking t Edge trading Sheathing,see _��k Sheathing. Boundary...fi g Ime bfocWrg"� Edge Nad" or per' schedule.----�"y h 2 r studs .. L30 tip \ ) d9 m19. Structural sheathing. schedule. be 2 x studs, 2 1 4 clip. Top chord F ~`•- Fibergist. 2 4 angled lxaces 48'o c.- l .- 2 x studs Structural Sheathing. Floor joists perpendicular _ t �� •-� 1/ Scalp:V.1'•0' / -r-� 2 c 4 angled brace-----�` // _J 111 16d blocking io brace. Gable end truss SECT. B-B Parallel to joists Wag below Perpendicular to joists Wallbebw EXTERIOR UPPER Scale.l 0 Scale: 12'-I'0 Stale:1'.I'.0• Scale:I*-V,0- INTERIOR UPPER FLOOR DETAILS ( FLOOR DETAILS EXTERIOR ROOF DETAILS 2.mitts. 2,duds Sheathing,tea `� M,udsiA with anchor Sheathin �.A MudsiA vrnh anchor schedule, —�„\ bMs,see schedule. ! -t g.see t ^.T<.r 1RD cut stnedule. --�\ham, bus,see Schedule. Sofa plate with strew Decking. S.En7u:w I iK9"E4 2x twits----_,ti reading,see schedule.-�` 5EE 5CJEOULE-•�' 5�+•,v Da�fc-3 Sheathin ce0 �\� Sol.plate Wilh shear _1\ /-'Dackmg. Edge ruling,__ BEnRxo?L n:E schedul0----�. g.see schedule. _ Edge trading e Murbqui emoms ale mSaL � e3__., �I aEe gCyE�E 1°r requirements ^y_v- Floor to muticJlJ �'-'�••'. Edge natlirg- ---_. - shear nadmg, _.. ENE nnIL,NG-� ' -r-•••.I BOL: 2Si SNOW LOA -^-_. f :he., schedule, 5EE 5c�swLE ( - -lC- -_ LI 11f=til I O° N _i I CI T� iii 1TLi1T=fi i_W—u —i t— HE i , ff-1iF a —t•1 r� '. Interior post and beam Standard A.B. Detail _ Garage slab Post and beam Ga�rslksh)rdhmuds� 22157AA Stale:I'.t'.0' Scale:1'.I'0• L4MI INTERIOR FOUNDATION DETAILS EXTERIOR FOUNDATION DETAILS �1� Et[,t•tEr'nxa-__- PLE-46E NOT-=- LJ I'LL toc"lo, THE oOF OF _`LL MU5i CONNECTED 70 T�-!.=_ ROOF 5:­=LT,,j.Nc- O,=1 FLOOR 5L­lEL7"'IN1C- T S,--oll ;_­ jl•�,t P,Al[REW;El) 6 - =_E C�ONNECTED TO TlmJ=_ FLOOR 5­­_LTWIN��- OR, FOUN-D"TIONI 5Ej=_ 2 T'i,�F=IC4L CONNECTION DE T�-ILE 'FOr< L, z R3 00 =11Z Slf-lit ILI LINE — P7 of (1) an t­,;o, ­Ls 11011 b,Will ci�) DE", nvEO CONNECTION. LAJ (I) C)LOAD(PON A8C%L outs f., Pit ti.fd­e I C1 z connti tions P^+ Lj (5)All it.: �Al I (Dw COnlent o) 16R (6)All sunless steel, 7—, garvonrito u bu "Il.2 5 :("),6 0 l 0.1118 1 1 SHEAR WALL SCHEDULE APA RATED PLYWOOD OR ORIENTED STRAND BOARD (1) PA RA A.......(3)-O(OV) SOLE e SILL PLATE "A L�G I NOTES LO SINI.ER rA (10 U7 2t, 6-oc 6'CC 2. -b-oc Cc 4*oc 2, 16-oc 0r1, 17'CC 3,oc1'-0 C 3AOC I-OC 3. 71-.1 ... 10., oc 3'oc 11-L I oc 1V SIDE —d?, PP 'Y2-OC �5'OC 1, <.'15 C xc 7p; e T 0 oc 7'oc -11 113--C E, s ("Ma) EX712ND I.N7E't0R S�EA1:4-_LS kib TC S AEE TIP. INTE410"R Rooc:)E74ILS r .... ... (1)F, (s)0:3�:: 22yF 1 Rn 1­1 to—"' • 10 02w. 3,1 P-11 or umdcc 3 .7h 3' u ui (e) /�� 0 (9) Z ep' oil, 08)16,,l-,-­l,­ CMST,':;601-/f22) I, A22 !tli, (.2)C.s, 72"L./(20)16.cor 1J- < I-DO11 m,v,ocrror ND eta Cv P0qv -)31 .1. HOLDOWN SCHEDULE TAARK SUPSON FASIENrRS C-1_PA Cll IT (LBS) '401ES P,1c CVSTl? CLIST12 (I) 18'Long _—__— -- \\ �'' V I FRAMING CLIP SPACING SCHEDULE O.C.# 3 60 tong - --- I ^ USIO. d. LIPF.A35-80 COMMON i 05"LONG NAILS- 4 72'L-9 II LS50. L50 10.COMMON "LONG NAILS' SMEAR '.-,A� CLIP OPTIONS LTP4 A35 I LS50 L50 _ -=, 51n1),,Qj M 1. TI 4^'1 '.115 12157AA - A, It- lo, w Hou-11 z ll AO OLL Ifiir 1.s 10 n nl 00- AD U3 ............................................. �iWrw--------------Ji .......... ............ V......................... Gx Ill I Z 0- _F=IF ----------- ------- ------------ - z 4�> I 1 I � ( � I 4 l 'Ie ---- ------ & TI if n nFr Fffm fF I III frl (P LL 4�> N/1,4 I N F L 0 0 C-,? P L N PROJECTo' Elm POWELL Elm ENGINEERING C.—'. S,.UCT—L ENGINEL&TS 140217- IWO SIHCET 11E.m1 1 1 4 i lip hl 1 I Ln 00 •I �I I' _.:...�..._.._..� 1 i rl P I i�'(•'; '• F=z:: /f , OD —N 1_ v ly I _Li V T10 N g L ROIECTo ®® ROWELL ENGINEERING 1 � 14021? WIiO SC HaSN 4410x SIG[Ei Sil.P�2 x IMJI)!<.6I9} �O�ILnHR,09. 9I?�6 a�AlOL 2l��6ttii I . i , r I T. I + I i I I _ AirI _ I 1 J 1 I I EEB I " I: 1 , � I I T F t I�• ' t ;I � � ,+ I.r 1 1 I ff I i i i i 1 I � (D �PIR.crJEC�°o ®® PONGItJEERING 0 h 140217 ; � � CIVI{-. ST.a VCIVR nt_ I_f.IGIti EEuS 10`.0 TE aaTnnOiCN TInEEi M.212 M I50lI 2a<.6}L2 nOa lla•q,pp 9x216 ealy0ll 2:.+�i'/bl