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Plans (9) You zm� 4". 'R M MIN F7 c CIE] !B--, I P-4;Z 'N' F_4G • E' L, Iw 0- 1 cc I., M.ca ac i—17 A-1 2— E P 4 T E f c;N �4 10',LI�:C V- T .�C T�­�l E 0 E 4!,lNlNG \1VeL,I T 1411- NW T ft IE ------ rz� FZE54IR 60 G D�E rig tC-It—S Ex-EI?5q=,q IAL-7-LW��!t­ .............. ................ ............ L DE5­ 11,4 ot &e-CC "A C Lt'I-C 1-4 P,OC !.,s- G". ­ L^- L -7 C--T; 'T 1c ' .15 INING VV 25#SNOW LOAD 7=_ r Gula U 0 0 0 10 N1 —7 L 2115B Ra Alf T Y P I C A L S H E A WALL DETAILS 1 E Reet cneatha E'. C mRow ratter Shoao„ng Wphr q.6 l3ee REC rchad,W)fid, ' Smtpso dro frH 24' I -- 101-1-C - 5neamrng fed acnaduh• -- h: 6odrMary nadmg&tl •,.r%'� ,.:. , 2.sattfc --- ! ,.vrmnns P a'o c UNO aloe ..__ 'ag e - - S Ring mm 8tl i e a rW Inq _,�- ti.' _.._-_'- - - ------ heal rinrhng - ---- \4` vtWe ...- __-- '•'t•~,�-- Shealhmq UP{'a,it..,edge rWriing. Shear ,= 1. 1 2. Ade W _ _ - ._ each �i i � "�7�' 2 tl 'kwu " 1 SnPaihrnq Edge rwtlrng -__-_--__ q 4 -a•� �x,•. - v, di _ -- naa -_ C a _ 2' tY i I�_-_----- �t Sw,na��urc 'n - ! �l---3 I Pang s!c ar uus� _ gms onN _`.\ ,e_�W, ___K_.. 1 i.1 Lower fico,edge ru;hnq naw aonrGlo sacmu _.. _.: 9onom chard,-._ ' `.r-=�' __-__- th ,)IE•� ..-6_ _ .`-Edye na9ut t ._ _ Laver twor staoyerad h - -, edge zU stems •-_ � -....---...._.. --------• Z:haduk;_-_.�..� _. 'i I i ad a., '� ta•oc I a s c��. ._-"__ 'rE:..�Ka .__-�... -r.._-_ 61VdS h " .. ..__ - 9 - - _-.- 5nealn;nq 72'oc I t .. i- 9� 'ff SECT c c Rafter/Truss at eaves o© Interior shearwall parallel to trusses hit 16d-h scale 314--.1-1 Floor joist's arallel Revepeahlookmga,hh-e Interior shearwall perpendicular to trusses _...__ 1_ A.-�.___. .-_.._ L30 c'CPs ai hbG4rn,^. V • Stale t'=i a' �- ao+ttL1 d• Mak �,ar hkxkmga-t-r e!` c raec ,n9,nlo ode: c •• h �. Sheazhmq bee sched,Fe ._, 3r.r_�mrnonF(',h-o INTERIOR ROOF DETAILS p aarn:r indv op ch_cd, - '�\Bb €.-•. i i IBWek,nq ev,J,ski } ti : Flva[JI61b --_. _. ._..L i i-, -, ti._ --__,...�_-.. -- j•^" .,...,._.._ }---- J i Shea,nadmg -' • �r1 -_,-_--eZFrmtlx og?ir orPW.miunalge rPcGUaerr:•nt ;,r�'/",-.___-,_-_acdheduwatavhng,S-ae - Llakirrtl wdh ser;WlhhS Fla.,srwt _'__`.✓iTi 7 l +call tntrne _7c�_�-._-__".'-.z.-"f4f�'r''��t!-'_^.-'d ��'r ,�yF>i,r,1'�s''-,J3_/%'.:.91.^J�C;aI•'35-•;. ,LtI�^rII .'"�'" r a'n LrgtaIvor doge uhngSoema Nanm ,wail - -.,__ . i1 i 3Edga nnng a lal sgfe ,atch soca Na'4ng IP mth sheaatl Snaatnnto math lc i agie3 ma- Sha, 2'na shehag +s. , nixkmg Shealh:ng t -v- `,I 'A "Stalrner"'ay hr It brace rt iliac ilr2rt 6 _ Ler Owngl edge-h SECT'. AA av ad a rwld ,, Vii;'- - Conned prst to blwk,nq % �� 2 x studs Eaga radr+ra i. 'vdn shear-h,. 2x hbc.kmg / .__ ^ e nad,,q Snaarhmg __�__ _.__.>t 6ouadary naRv,g into herrun Y r _ °9 She IMng,ace __- g 't-- -Ell..Nadmy m y,rst ___ � -- heduw -- -� Y 2.shnis Su.,,Wlal 6haathmy - ( -- I Gt Shear naihng.der -il_ - _.�_- _ l ("RC"hp ��� I h i echedule -- it "--- 2 e studs I ----_ F1-prat �I 2xa angled M.-aa'Pc- ___ . -- ski=clnra:Snaetnr Floor joists perpendicular Scale:t_1,0' E --- Parallel to joists wait he Perpendicular to joists Wauwww EXTERIOR UPPER Gable end__ _ SECT B B truss .-_---.__-_-..._. -e Scale.7•.i'D' j 1 , r�� - INTERIOR UPPER FLOOR DETAILS FLOOR DETAILS EXTERIOR ROOF DETAILS I. t. "+•------- Huldmvn per fooa'are>nuwry a te , --� Shoalhinq,sea3rbPtlUle 2x sleds-_-_-_._..__--r-; � �L 2w 51ndg_ ;•', °r nllxk,n, -�_� b �.'.' _ , Shea'hing.ee�,nc�•rsnr - _....._._,.- eC, - y T -Edge narking a schedule J C r?S'a c- •• ttlge rh'rg r -_ .-_._. $h,•ar nadrn 1 see sci ed,I F am shear rmg -_ , ad i?•acVvI': Fioor 6ea?hin '' ' ..__. _ '. i 1J he=ar nalmg see , lS r' - Flh �2x clods------ `;Eve_,. sheam�ng t>Fr fbn -_ - SnaatTnreatledmy I,wvn ., _ ,...:.. ElQ^n3i'ny ... SChi*tlUle.' ,i; per ne u' C'nnPrweut dPUhle kilt, y _ r (Ill _ .- „•._ _ F ^ri nshn: ram:ng<ift:s?e schet'uiP !,s" -- .-.._.; Fn, J n mhjop...Pschadala -�. , t E -c, 7 a reuarca. ....... _ U E _ - "iI' .J ^�' t to rots- R _ FL:_ '_ _....__ Gorrc 2x rrm. _._- Go xra^, _ ,i 2x Mockrnv r 4F.'o c !`T Plate.see strmuwe Iv, age nadmg ^rt._..-s 1 - .,.,k ( rr_- E -`^.�:,.._._ /'� _ 9' t;• arw eelerVtttNocnv,5!u1. u_e and A-,,,rwh rev scar -- a'Concreu,ctem wan ✓-� dU t4 __ ..._.._ - t t - � -0 3.pale.zee ccnedutz wr -------' �->e.>_ Gage 'nbnq -----•_ __' - Fdne na:hng -. -=--._ 251 SNOW LOAD __....-_..___ _ ---_ E,e � ; � • � .� i Mud3tn,Set s==^.i:adule m �1 L1ud6d1,sac ach•vlule ~' vR iEI - 8`ConcrecP stem man j -- ,,,_III 1 - _I tducsEy angina Ldt Mourn. cha lan 1 '�- '.} __ _ -. ,�=a _ V •^ i (sea Schedule IJr a .,.' •- Sste sclirdule Ia'size asp in9 __- ] I 8claanc)--- I i�:-i i• q �.-' _���i�:i._, 7T: �,ina'L .i - n Shear ^ wall parallel joists Shear wall perpendicularjoists Garage slab Standard A.B. Detail -_ - rpt G• Floor joists perpendicular Floor joists parallel : 22115B soma r=rG- S;alP�ts,r•a" - — ---- -.... _ - --- ---- _..___-__._ _.. ------_`---- -- •--__...._..... ----__...-._�., ------------- - ---------`-- ---------- - �'----------'---- ---Scala r -�-�--------------'-- -5ad r_-i°-�_ `- � ---- INTERIOR FOUNDATION DETAILS EXTERIOR FOUNDATION DETAILS