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Z9, 09 Tf 41 a I, ROOF= olqMRH^NG 1 � ►a ' ,c `k 13 11.1) MOUNT F IAC*rw,R Ms , (UP 7"q") W rrH CFENTFERELO ON IN M A_r H 'vltr l'i`H F.R * F l -JLJNJC?IgN 309 wp gol5 I CSR 5F-purms TO V.,M—F~CTTF-C) ,CO At -4t) $WITCH j IN _ruaVsHQw%_R PI -ATA 'i 0 �5K eu5PlEN0F_P 5TLs3 . I ( D=14• ,�p, + E DY _ •AMPSWITCHy 1 Y k 04� Psi=`I"C ;f G.Y�i1 {ry�� ?�1 ,�y,;�,�� I"'1 i"" p'Rw. `w 4.a.F./ A.r� 0 GCS �rX �'t � F1 Kr ��AI t �M 0 f 5T _''VMN 11wi.Mw"-�+P�'�'7�.5.^afY4'.SAy."1'���.M:�r7..'�mi�,Vx�aw.+x.Y�n.t�x'e+,w•�. s+ .,,.4'A� .. ai " WING:. " 'Ta RUN , NMT THMIJ " / � 5UF3_C3 ^� 1► ,� t n� a ��: f� M 9 YTG W k. I..!''sNl"j`I' G, rs �r w :=", i• r i' w i 21, r�`ih ( ..t. �' .r!:{ 6'°a;k 1r •f•. ' 8 b s.�r~. � f ��i�N k �I ...�,.x ! �„ {..�J�GTi`� N �QrC � ud C.I GHrTI NG S. r4DMF � p � +'� x Fu , Cly, e—.''� ,�� a ' ; � '' . ✓',c :_. .. ya•�i:: +r,� ��a "wrk .. .h 'mow , 44i h• .r ",� %*Z' .,,.t � ` £ p ,A k H y + L- {ti'A� {T' a� R0 Aa R r t IUlr' y 9 1 a y -i h� a " � L' H16. 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I � rf w• �'.r, �- a Ki -R +rs V �-�------41 SE int 6S (4) R. 5,s Iw'b P iX" {" W AMS ,70 C-ARPP-N I-IGF-t`1"1.NG T'S F01-INTAf wl 6 Asp '' ` t #i i{ 1I ►�,i �N i� i � 1l� i i � � I # � t I ll � i #Ii i� t i I y! �l i#1 l(l 1 #j I Ii ( i#N#I � 1 I Y I!� yi Y# y#i�1y � ii I �i �I� lt i il lil iCllie#1 kYli�li �illIei iI1T�IY�Y� Y#lie#1 ilil �Y � �ii �dji�,,�d� dl�l�YI•YVIi�i i ��#�a�# ������ lMr{, t�e�p al��'�� 4n•��, p .,-, � �d��YY ti�It�i� {, ���t#�.�n� ��r ,�F�x �d�rad4laYltliY�t#di�d{�diIdi, #�ili. �l�II Yd� YyY 1d1 #l1 l# Ids#[ I �{!, I15 � y 'y . f �r� t fi'''t' l li.+^^,i 7�"•.•-',, 7+� ; t Mi.'s �',,. I.� y., tOrr r _ for t ie best i wR� t wand l� a r ti i 4s . - para 06 $E; 8 tr8 ZO 08 84 Z V4 44 04 99 (49 V9 4,-9 U9 �... �jC !Y S9 � � p 1 1 # ti i a :' � r+,.:.R l 6 a I�T1,' f l I i I 8TRUCxu x0 rgs lq Datatla ahtrwn aro typical,, Sizilsr details apply to aim�lar situWona 2. All cOAstrutetion $hail comply with the requirement's of the latest` eOt.,lon of Uniform. Building Codes. 3. Contractor shall ddequatealy shore or brace the atructore» during construction: to take care of wind of leaxthqug 4 Pearce, 4. Contractor Ohall Verify all dimenaions before beg'itni g work. Mrnornions take precedence over ,�eal,ed meaaur�sc�nts... a _i: SAFETY, ( S At, A times, than contractor shall be solely and a plately responsible fox' condi tions of the job > .z. A, ArnCludiYig safety—of persona and P ppropert y'. Architectural. Desigter's job sate r4vlaw is not intanded to iLr clude reN# .aw of tho ads uac of the cantractors safety m+eaaur@m . ° COk E It Concrete shall attain 28 day stretngth of 2500 pV when teatcd Pay Stand"erzd Cyl uder Strength. 2• Rainforcing steal, shall be. A.S. " . A4 5 with a minimum �r�el� strewth of ���flOtJ PSS. 3. Ccint mous tsars ra 30" Dia. " P �>�-S min..1 at sp�,�.ces� and learners. 4 4. Concrete co~7re"for robars bhali be: A) 311 min.-' where concrete is pcaanrQ4 agaf nat earth. b) 2" lain :fa= d �3urfacos to be baa�.fill with cir�rt� e,) 3/4" min -»f or f ormad or trowall, erg, surfaces :exposed to i:ntorio r .space., L700 PRA T IU.� O l:• All framing lumber except ailU on toncrate shall be n©uglan Fir, Latch or Douglas Fir West Coast. Reg;,Lon:. a 'Roof j gists t studs r and posts: �`+�.« �, V rade t;l.5QU P� or be;.tter, 2. Sills .agairiat concrete shall be fbun:dat�on grade redwood el:aae grain. 3• All )chatsy,'retf`tcri :see dens or beams, blind or flush framed into carrying members shall be supported, by Simpson Joist Hangers ninly nailed to support and to � o.Xat. �.e• aid Yhules filled)1�uxles� nctod cthc�pe) �.IBEY:t �;T�B .�01S1' IIA.�iGER: ` 2x4 thru 2x12 SrMPSp t° l GA buil 4x4 thru 4X16 S t'SQN?' X16 GA 'lull 6x6 thru 6x16 $,MSOIq #12 G.A 'lull 4 Pelts bearing bre good, shz11 hE,. � wadUars 5. All blot*Ing,, bridging, firestoPP;4B sba3 : be as required by U01form Building Code. 6 r All 1'lywcaod sheath g. shra5.l be D, f'.P 9 , t�adex waz3amd construction shal1 have e.xt:e+#ior gzac�e glum, Plywood�'lywaod aub�ec,t to moisture during shall, be.exterior rade � en subject to moist' urm aft ar conatrvG�i 8 p3,yw'ood. 7. Roof sheathing shall baa ; fS1 Plywood C -D Axt+erior grade. or better. NaiUng: 8d @ 12" f�c�, ,dy pp dges 8d,@ 6" 0•C, g• `lo,or he +ag ;gull b+a .5/81' M; Plywood 0.0 liter > .rode �A;r g _ ar, lheer, 10d _ 10" field; 1,Od @ 6" auppor r -d 9 Plywood for sheat', walla shall have all ae, ' supprrrte,d andnal"led. Ac�jo nig sheets ohal,l W41 to same fr .ng bar or bl.oczk$, ►' piece . Field naii�n� shall b e 12 4 • �� �� N IXo L � Shoal Wa11 P1 shy, -G exterior � • .°�'� -��,� C « in all eases . � � s+ 1,0 Ay11 erns resting on 'stud wa1 s s `a 1 sago a post With dissensions of beam Width and stud� � � •� thicknesa. 11 At the cornet p y� t%►+a s�he�trh and or,titeraectiata of stud walls with 1 god sheathing, nog from bath walls shah. be railed to tato same stud or, pose with perimeter (edge) nailing. Where sues eonnocttido Y2'1 Qt�possiblO .shads receiving sheathing from each. wall shams. ije nailed Cogether >rh. 16d at 12. Uan`Xlesother braa:ed bra►e3 iia ahcry►-n an pla ui;, all t®rimy walls and bc�ax�I.tng Partitions ahal,l ba ate cornets and rrrost bx+ eec3 at 20 f t. intery'ala' 13. Nails for framing shall be common ' wire nails -2 uradber and •si.za as follows ; 14. }itaixs ►ha11 hat be driven o1066r together than 1/2 theit ,Iets th troy closer to iChe edge of I o the nail m�Ln+,l lar l�ingCh except ler glheathing. Penetratiorn sla.nall tie' 1/2 t tQ �„a� th 15 Nailing not, ahs below ox on p1406 and det'Okls- shaall be a tdniu4m of 2 nailer at, each contact ° +` 1 ' 3d for materia33l, .fid for 2" > iateeriie]: and 20d for 3" material U. Holes shall., be pre.. dxitl ed for trails wh16, tend to S!pli t J'ototo at all .beaatin, s • ... • , • - . � • . • s aQa AaJg�,.ri.8 Saph aide 2`.1.Qd; wi{C`rixdf3 to be3ari n }••.yea••:,.«•�•....♦••r•s♦•�� U01181 oath. Side 2--10d Bxac .aag baa ieezt ;� gists.. ...... a » • , , «.. to a1i1as' ;roti naf,ln el k aide, Qaeh and 2-10d to , 043t4eari.ng too mils aacki aide 2_10d: Cross -bridging ng botvt•Mzn o .S Ei'« , • i re • r r • . t ea 43118 >aatth and 2-8d Double top plates. » .. >« , .... s .. .. ... . *Lower plat to top of stud - 6d 'Upper - 'Upper plate t, o lower r plate�_staggeradl '­_x&d @12 ppor pleats to lower, plate at intersc�ct.c Multiplestuds, . » . « 4 • r i • ♦ . . » .. S+tagger for vidth of more thazts 4 Bu: .t'+yilp beams •♦i•iw' �.,r,••s•..r•.•..ea•, of "'"^"`" la+ or less in de~ l►tii*=st red, .G as Xore than 10 in. depth -La'' erea�i: ,,,�1l��a' 4 bolts 12" 17 Plyuciod sha:il be ind,led Vtth edge hail. i 'to ax.l sill plates and top plates ori walla stWo and pasta, each side 'off op sni , au►d:. tncmbers rer�ct:tr : g do-�do m anchors, L Chimne s to be metal butt ryModtl, $8. n acture - Metal circ s products p Pipe beta- Min,�frium (sleAtanoe to i oombust. bl,ds - 2 inches. 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