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HomeMy WebLinkAbout17413-3 WOODCREST DR_ 296-89 (17) 17413-3 WOODCREST PC# 296-99 17/32 i 34��p 8- `` r t�f^ !gg• 'yr a _ n� as Z v _ �� � �� �� G4 � 1311 �5� s9le����1a: 1t-.t ~�r '•�, � �./ `�',�' • 'r II n 05 I, �y y$ GEG51Y .« !.■ _ 2 1� P1 1y'a � 4 ..uo.+ •M� ci �1' kW .r rr S 11 k i:� .'�,i �. . . ��4 x 3 �j•-�P . -�o�000 oao o Q� © ® 0000, ' e'® F Al"Tirr or7r N \e- uIs 3�6..9u•. .., In ♦1 r •raIL .rA a r t u 1 V, I►� N Wt � I r. tl � '�,' ° a 1 79o-22�U ' r — ---• --- � —1 ..S'q S [,~ 1��� t ••� (r !�•,• �• ►, � � _ >N � -} - �' e s I SOH \ ,W it n '.♦�,'x ),�f Sx �° I♦.. •^i Al ��� d►. � •cP ''• • � .!�y, o''. m W N ,r'h a r as �s;+e srv.v p7 s�) ,''q1. i--+I I !o° r� _ ..I I �� ,,'.•�, bt ` ri�a r+� � �'�'7c ti r• c�. � J a g, i '''� >; I k iJ; 1 ( I l�1 �' :'�. 1 • ^ ♦ ♦ ' J 'i v♦ 1 O r r °N 9'�`O ®B b rr•KIP 'J�N tau >,�•^ j '` �' ° CRm • ( ♦ �i. ��J I b s a � .`!� � `'2� ?� �'s.�^` � .'`•♦i4 � ' �.. �'�� x .' ,,i - �:o i �`� I ( Is N � 3 g I b k, •� :/� CA ' , I ► 1 •*'. �• , 't-/,a'� .. r�� O Q ..^ 3: j j� h .� r7 ---II �� I .. d' MW 90 I At y + r t r M d. /•v'a jai' �•�,i��6�.� �J Sl �J`p , /. �- — - �1. �.�. .r.� � `'. f ?y 'S1'�..'• :L ii >, V • I >, + I �- - - i' — n I .. .+.:'ti ti /' h!� M.•..!p:.1:•'r:y • m r� !� f7I}..�� 'd • l r `„ Y T^., - • r+J.. �,-.r- •.r ♦1-r ,, •`1 'd. :.ti,, 'r J,. ° t � % � � f.rMn h/I 7ej) ♦' ZZ •�' � d Q � y Z G j I• -••a \ � �'.• ��, ,t�1 J 1 t-a M .. � ,x - w �W } } � ,`.� N�. �w �+a' ,p •4 r � •s?' •'. I; I• - . , v- -I, b •�'r,;•4.n. � .a .fi q�t. 't�}��i ,y. a6d ,'n .a ."'`� $.. : '. .\ •T .`o K `� �L +�3 � Ctl ix r '�`�.. �' ��. � � -1raM1• 026- ,.Y`'_•. ,r �, N�. d� {, .O _ •.'+ -F. "0/' ,�, � .r I(A 1.o I. _ r— S Y •d' .i „1; .r ir 4.� • Try I ��«..•.•�� a I/ ,• • ',• .. N 'C , r y r'� Si�l III . . � � 1 * fi ��� •fi. ,t.,,._ I ' y .: .+iy:; �'.µ1 ,r•r •, ,urn t/1c �'r r air; A o 1r ft ;j; b 1 d ar,.•. , 1 P.a a•. y 1 t .O :r. .•:: .. 1 nr.Ho I t-at• A 3 ��� I SHEET: 2 SHEET: 3 ,� SHEET: ARM ONO DATE: 3-E '�u DATE: 3)-6-7o - DATE: 3-6-y& FORGES/MANSHADI ENGMEERING FORGES/MANSHADI ENGINEERING g P- JN:7o_'L-� �a FORGES/MANSHADI ENGINEERING n�3 JN:?qc,-'L-Lj0 P-g JN: 2 0- 2Z7� 3 fI; LEFT 41F t k V. LOAD COMDITION Q1 © (� © ® I �Inc�r 15M c-VF�y M•1��=b I © L= •S� ( f5 ) Roar: Wd.Shake/Campo Rock tale Floors w/o w/Dona. lvYl°q�� (Lull ) P = FJ P ' Slone= 2 4112 .43112 2 4+12 Live Load 40.0 40.0 40 Live Load 16.0 20.0 16.0 D.L. of P/P S.0 15.0 10•0 Roof (39 )(Z�/7 ) S5 S_12 6g7q 170 3 Roof = (34 (S/Z -tZ/t = 1S3 5=12 oSb 62•l in3 Wall s ( �A C` s O e Roofing Mtl. 4.0 -- 10.0 Sheathing i.S 1.S Wall = (_)( _ � �Sx13Sopsi in �)(� i3sa P bulld-up ._.. 6.0 .2 Floor Joist 3.0 3.0 17 Floor- 2 = I She 1.s 1.S 1.5 . Drywall r s a s Floor- (_)( _ - V. �o if)( /z_�)•399r (-)( V=(z31 Ulf)( z-J.0).106 Goaf Rafters 1.S 3.0 1.S Total D.L. Ted' 8' y DL......... . 11 A=1.5 V/8S"a8 = s B•6 in DL'•••••••• '� A=1.5 V/L�s�81 =Z�•9 in Drywall Joist 1.5 2. 2 5 Total Load 52.0 62.0 57 W = 110 4 1 W 3S I= in R= j8�) Drywall 2.5 2.f 2.S I= 6S� in R= 17s' d d Drra'Load T'�{. � 'f4� +or D C N 0 Q Q •v • ons� i Total Load 28.0 34.0 34.0 [] Use LL/1.25 • DL 25.0 30.0 31.0 0 ®Use 6),11_WCDF a 1 ® 62._WCDF N A`, CRiTTRIAS Uniform Buildia8 Code /s Angeles Building Coda T O Hpt� F!L of M•15Fn O p►hc bo►•�U KM tsr Crd. b einr r re v a a P e• p = K1=3195 1250�32.2 61 No.1 1350 95 1,800,600 Roof a (z4 (21 2- = 3S7 3=12 6 17 30 o in3 61 8a.t/DSS 1350 / 1900 eS 1.600.000/1.7 Roof = (�)( _ .12( 1f•8 3 I �s IS 1 Clued Laminated Baamss West Coast Douglas war Iadustriai app. grade Wall ' (_)( = S.1S�ISoopsi in Wall E tb=2400 pail tv=165psls Cs1.700000psl Floor- (_)( ' y=(_plP)( _ )=2� 6 Floor- (_)( _ I- V=(3_ opif)(�2 L)= IdB� Concretes Fousdatioas 28 day strength s 2000.poi, continuous DL..,.. in' DL.........•••••••• _..�- A=1.5 V/lei =2:•`� ink_ laspeaLioa not required. •••• A=1.5 V/_pai =s 3 Reinforcing Steels Intermediate Grade. A40, as per Am A61s. All i•s .S W = 6 I= in4, R= 2lq 6 y W = 3 7o I= 92'S o in4, R= � N bar& esaept /2 shall be deformed. Welded wire mash as per �19E L AS TM A185. I,�I Structural Stools Fabrication and erection of structural steel shall11c1 _ ® Use xl0 WCDF M a la accordance with •apealflaetloa for the design. Label- ® Use 12 WCDF N X eation and erection of strustural steel for bualdlals.r RISC. current edition. �'M C' p� k Stray to centers to ASTM A-36s Pipe Coluess shall castors to ASTM A53. O ISM c'� LIV © Grade B. a ') J (L=�3 �) I (L= I1 All welding shall performed by oerti. P ■ p = 6 tied welders. usaag the shopsEleatriaor Shielded n pf ip' Roof = (_)( 12 62 Are Process at 11:•nand shops or other• :<_� !, wlae approved by Lae Buildin• Da rta•at. �� 1� o� "� Roof ■ ( ,)(2 7/4) •.1L 12 1` 3 g= $P,.O 3 p�a $_ _ • ,9,6 in P in Contlnwaw lnsproslas raqulred ror all f )V ��,��' field welding. �' m Wall = (_)( ' Iask�3So P8 Wall s ``, J?G.17 I' Floor (�)(8)Z S YXZ = !~i1GIrIEEBs 1�JJUp.3117L Floor' (_)( ' V=( 7a lf)(�Z - )_% GG; �(.. *. DL......... _.�_ A=1.5 V/`.l.Zpai =J in K DL......... ' - A=1.5 V/B�Dei =3s4 in .1 OF CCAW W ' 4 o I= 190 in4. Rs?OS r # W =30 In 141 in4. R=2365-N 1 Use 6x10 WCDF NI ® Use 6Xlo WCDF # I • a•i. f 1 i !1 11 'V l'7 VVVVV1.7VVV VV• VVVVV VVV V V •y N 1 1 t-ES �•., : T _ o ��'�'� SHEET: SHEET: I/, ' .vi• -a s a-i DATE: 3-G xF P- JN: DATE: ?-T`�/ oa p_3JN: SpN= SILL NAIL IN CH + , OWALL c Fa nF &oN,,s jkM Lal via I =1 r � b­LOAD ( I60LB/FT)[( 7 FT/2) ♦Z7 t (21v)C12/2) 4,1 cQ—Ws11 oFR of GAR SHEAR = LOAD/7 FT =•366 LBS/FT L• I I�.I FT TL -- J — ®USEII �o DL��f 8(?t2) tI4CE)]1:2233 Wall.Material r- —� 1 -- — — --- w/IGd �Pn/�4 /c J 3• \ i i USE (+)rS 2z e kT P,•S, RX C8g1 3-Zza3x;x�iz��� a < f+ I I I b w 12 HDR. ^nl c r c LEFT= 9,0 0 78`t 1 �I` ""—Edge iia111nS I } S. �! D Ste•1 Strap Simpson ST•e2. 14 '.A/Post .. I , sr ' a OWALL O KF_AP_ F-LEv. L = �•zst3�2i=7•y' i over ply. aheatbl.al�. v-, LOAD = (240LB/FT) ( Iy FT/2) 2-2SU i X c� Posts . Pull bearing for HDR. * r�J' +•.� , I SHEAR = LOAD//.SFT =3ot� LBS/FT DL:It(x8x+V;= '116 d1 � '' • ;a I lx l * i T I ` \\ USE _ 2 X Studs i 16• O.C. rS `ylGd�pN��"�/C �x:C3�9� 4.2t�c8x�/g_`�16(�ZS)(�/;)� (.�)�4 XIO• ABIS per pinsl II✓/M:ar P, PuST C�•2f�= 0 .k ,;� �I = I. ? •`+1—'i .1 �..� T I I� �+ ( I ) Siepson}}DT- on A X L Post .. , ' . — I l viLOad • (3—!'—Pef)( I`/i (t)l9/2) . 35"Sv lb N `1 9 ql�.`':"�/��� I WALL �R•EAf+- nF CflAh. '"'Al( L = 3 Shoar ■ Load/ x ■3550 24 ���— �, 0.0a .06•-via ■' �s.. ✓ x �_ :L '• 4 ��lbe/S' ft . 6 lb•/ft �0 1:'' .,• TL.. N'"LOAD = ( no LB FT) ( 4 FT 2) (43o)(r— O.T.N.- L x H SSo/Z 6 II83q ft•lbs w'. I s M•s ) / / + )t 3sru =7 4 2Sa/ �...-- Y.�1 I, d,., Section Reed • O.T.M. x 12/1.)) x 1500 .0 06 x C.TM. 1...>z y' SHEAR = LUAD/I3 FT =59G I:1 LBS/FT S .OL6 ( ) ■ •a' - <t .•��r. ~�. ) ,. v -UPLIFT • O.T.%t./x ■ ,.dIS 99 2� I � I ,, ..I• -- 3X E 1.E/ C PA N F. L Z.+nT1 STEEL REQ l D • •?„Z._ln L---- —, ( 1 ., �, U' SE u/ (2)%e x I o■ AD'S per panel • I �/2 � k/u•"�P�'S ,� � �/L Y/ Simpson ST•&z24 E/S of panel on poets _ ---_ - L AK - — ,i a; a� SHEET: SHEET: 6 ti_t /r SHEET: 7DATE: 3-6 %u DATE: 7. fo I IVII� DATE: 3-6- w /MANSHADI ENGINEERING FORBES/MANSHADI ENGINEERING s FORBES/MANSHADI ENGINEERING JN: 290- 2270 r r 3 LATERAL ANALYSIS ti L Il a ITS GYOGRrsTE (,pn O GAP-- OItD EAr� � �• P = f, ID (L=IIS') 19AS Uniform Building Code pr c S- G, Exposure _; Z mph Bask Wind Speed K Roe • (L)(�— • 198 S=1z(3c17o L. 2'1.4 in3 Roof = (�)(IZhrti�(r:•s1 =?� 1z(IS67y )- 139. id E • 1'z : c • 1J , Wall = ( 1.)(8_ = IL I-S1oo Psi Wall = (,)�)(aX�S�/12 �) = 13q g= I' Pei s — q , Of . /3 psr; 1 ■ `O Floors (S2-)( IT/t Z ..L_P ..3 1 Floors P2- g.y)z lyxiz.; = Sou II'S p CeEgDsl Psf)(L) ?8psr IJS� J��F �. .�) V ( 60 lf)(Z-�9 )_ �)(L_�) V.(�Plf)(� -.�O)_ ...� ■2a. DL......... g o - ■ A=1.5 V/�si :.2�_in i DL......... _J•1 A=1.5 V/BSpsi r' Lz 772in W = 760 ✓ 4 C. z7.S W = 4t �■ 9).7_ Hind: ?o psf (23•S-�•S) • 3bo I= in R=Z2$o# I= O� 1,4 R=5'13� k — Plf 17.Wind: 20 psf (21- 6 ) ■3•_e plf 4 Roo • (IB psf)(64) o0 R4■71Fro'r ,v�e913 Zo• ¢ts P -5710 wait ( 14vsr)(8,9)(2 ) ■ I,So Roof (�gPsf)(27) •�SG z watt (14 Psf)(1�Z)(Z) 68 ®Use •Ixlo WCDF N7- Use I2-WCDF N ( call (lo vsr)(s+L)(2 ) •2sv wall • ( psf)( )( ) • Floor (12psf)(5r{)( I ) ■ 9f.�S J Floor ( psf)( )( ) ■ O (L 17 �)t=T of KIT II (ia� L)EF1• ar GA1�. ( psf)( )( ) __ ( Psf)( P G p . IZIu=5134 (•186 2_52/v pt f C•181.�G5� pit Roof • (�)(14/Z±Itz/z) = 306 12(16798 ) 3 Roof = 8/zti I o W • 170 pit Wall = (I4)(8) = Z So 19S = I�3 in (�)(� �_ g=12(5636 ) = I in3 Wind: 2e s Ws ■I22 pit �-� Wall = ( )( $) = IZ. /Sau Psi �_— �I — pit (26_`�•S ) • q3o pit Wind: 2 o pit (16- g ) •i90 pif Floors (s7)( V'13h) • V•( 46Solf)(I�Z- �8 P = _ Roof (Is psr)( do) ■ 720Floor y. f 686 W Roof • I psf)( ) DL......... _= A=1.5 V/gjDsi = 61•Sin DL..... = 8 A=1. V wall • Will )(81.4)(2 s'o n 4 ...w = 5 /q Pss =sBzin ( to psf)(811)(t ) •32S Hatl ( psf) )( ) • es W = 6S ZBS' 1`r•1< ;': Hall ■ I= 6� in . R- 3'Ts3 4 z psf)( M ) •._Z N I S 3sq,'� i=_� in RL3��C� a. Floor ■ (17 Psf)(21)i 1 ) •1,3 Flo ( psr)(' )I ) • AK..161n ® Use I2- WCDF A I '�"rj zG18 ( psf)( )( ) . _ ( psf)( )( ) ■ ��� L ®7Use ��� WCDF N I C•186 j l/,�$ Pit ►'✓1/vv GuVE�i✓S ►� �roSr'Ec.�pit T C �l y O BM LEFT o 1)F^/ u A Zoo L.L. = 41SF F''L o ono o '") 37.2 V. •31'+-plf y • F Bnn L GAII., f� F T > 1 �.�. : 4 [I-• e(24 ]= s s pit LONGITUDINAL TRANSVERSE (L' 7 P - I25r/3G•f WD■39.4 IZ (L=195') 3 j7z W' It63 p (14ke)t34( /z)�(/X14)=N83� �= Level w.//ft II, re wil, 1 F,1/rc Level w,I/rs H, It wu, I r.s rc Roof ■ (_)( _ - g=12_(343� = 27. id Roof = (32)(i9/zt2)Ir3-s) . �Is6 12 SS2 /17,•`Jc91 in3 Wall - ( v )(r✓VI 56 Isoo psi g=�.3S-0 Psi _ Floors (L i7/2ta� • 7 Wall = (ly )(a)(IS I•I•s I� 13s� Pa� ._.)( q9d v=(sd' olf)(�Z -L)= Floor= (�?)( 18)7 (zxii r� . 5so V=(_._Plf)(_, 3')=2°° Sum .. Sum DL......... .� A=1 V S' si - 7-,.o in P ■ l0 2 •5 /2,P DL......... A=1.5 V/I��oei =89•I in 51- W • �O 4 196�p=a9 - W = 1165 4 Tz 1 )ui: 20(2�1•s-cl S)= 400 P(_F 2�aFLa-_ Zo(Iq s-4)=21v I'LF I= in , R= I�•S 3 I=215I in . R=113hy N WrrL boo R =z "` 1 1341 IIs7v w6=Iizo 6Lp L i .r 7:�e ►t�_1ss7�i T3 1' ��R = .20(z I-T) =3S6 p�F z,,,a Dee X12 WCDF •---• M=sT'rcl. �' F iK :Zo(I Z- d•)'Ido Oaf-• N� `i19 7P1� 9557 9.7+ r4 6=21114 ® use6�yX16�S I16Bi�•N+ 6Lc3 , 61 C� x8 dv ag41 A•12,1 W 5Tb eAMle I u SHEET: 1' , 'r'vA� SHEET: $ SHEET: DATE.3-6FIVI - DATE: DATE: 3-6-90 FORGES/MANSHADI ENGINEERING FORGES/MAN8HA01 ENGINEERING JN: 2?a- 22.10 FORBES/MANSHADI ENGINEERING P_3 JN: �'a- 22)o p' JN: 9 qv-22. o �� P- 1 WWALL 8/2)C i- 3ao(l'Z) = [I°1♦ � Q WALL 04-T of KIT ) GOVEI4-NS L =lo'S FOUP,�DATION ANALYSIS OWALL eFP �F 1'�IT, L =11t9 20� i 5E I5. LOAD = (1170 LB/FT) (22 FT/2) Z t U z2)( I%2 )- 3 ZS'4 y/ Swr- �EnjEc1{. Vr'LOAD LB/FT) ( I4FT/2) -I-•C430)L2-2/2) =�S 3o SHEAR = LOAD/1n•SFT =3,I 0 LBS/FT Assumed Soil Bearing Pressure ■ /500 pef SHEAR = LOAD/2oFT = 377 LBS/FT to be verified by Soils Report Nov. 2� me& ®USEDW/1/2 ro YIc."Ais'5 * 3 V-1e B-�s397 ®USE© I W/1/y Vy 10"A6'S C I w/►+Dv C.EA p0ST dL= 10X 9 x 1015 1) Continuous Footing Design. 2 l� z y w 1,/(2.)4Y Rx=�3zSl,>< Tx/3-99s( z )l3)] 1 Roof: -�`I (�� 2 ) s52� ThI,3 l` I)A-5T host = 15 A wall: 38 Floor: s7 (1-7/2, IZSQ 1 OWALL oLF-FTr—LE►i L = 7.5--t- S'S / Wreq.=( 1•--�r _ •$�o c ) DWALLSPE7A I-VLEV DEc� L =3•St3•s�� LOAD = (3--LB/FT) O's FT/2) a �150 Vv-. LOAD = (43OLB/FT) (17 FT/2) t(2oX2) ) e SHEAR LOAD/15�SFT =12(, LBS/FT Use lu wide X 12- �� deep continuous tooting 1 9toxy 3B9S = SHEAR = LOAD/7 FT =5SvLBS/FT 12- " wide X 18 " deep continuous fOOtinC � story USE A f Pmax e. ®USE bi : [IZ( IL;� Igcli) a �: —L..lW/ AW572-`& j W/(I) WgTrIe, TH�ju-�,�T Post ,A W/(3)A M'S pE/Z 2) Point Loaded Footing. Slab PANE w/11V2G'EA y&s7 L Rx,(389�Z�8X% -Ild�j(3t X 3,� I Paax = 38�S W 6" — - ,-�— �- -- _ 15�j1 / \ As..-23 Pmax,= S000 PrnaxZ■ 6_=_ / �s° \� D `I PAST POST 1 z k g 3) Pads It Steel He dad. A) PAD FOR BM-6 ,/3M a FNT• p.WALL C� -L3 C 6s' YJ OWALL W LEFT of cagK. L =, , LISE 2�-0"��� 3� k 12a N TFFI< <a /)A 7 �T ELE✓ L =6 S-f q'S= I1� LOAD = (470 LB/FT) (27-FT/2) 32S5' Sq �/ h3> pAn r ul< NIK-8L -( R3RtG•7 �: 29E1 �= S` 6 S L=�•31 LOAD (LOAD/ FT) (23 FT/2) -t•IB6C181�2)t11C8/z1121���2);v79 SHEAR = L3AD/-7 FT =4Ws LBS/FT u5F - 6 SHEAR = LOAD/ FT =S LBS/FT USA D L:�?�C�/2"t Z�'� 14�I 1) 7�?�� USE b1=�8(1%2)t 170 7)1+14 11)j+f v-,,- w LA I "y �) Pau Fc�� ��^ - 12 I;�. 9941 A. 6'(03 �: �.5 13 x1OAR!-e-16�� =z11 �i / J- xl-,T K-�32sS 's�`i(1'i)a % 3CO4 `SE 2- -9 7 w/I}nz� Eq p�•;T 7 � � � . �I2•� TH1� w/cz ) vv4 n�+" 1"/HDzeF-A Vv5r F-x[S24ow x4-S_?291(`Iz)! W/(2) Asc .93 D) pnn rota- Bm-1zj. �op� D. 175fc7i A;,, 11,7Z 3 W,3 o a "'/0) 4T BOAST , TA t� rAgrPe,•,•I USF ?� 6": As, �yf�yr l?„7HK w�(:)i�4 E�w <�i✓t ���r� i Pa. IL t° d-d1TXltft• Llr��r 1, r• 11'!. .v• ' - - - +� Jl �_51 r� • �► _ F M FORBES MANSHADI ENGINEERING SHEET. g ,, ,t_At. ,.• 3' 9 .: _ �/� /Q• DATE: 3-G- �� •� , ` .• .�~ •�'� P, °.3,-6-�v � >7' � •I �� '0 E ,a z •- T - ' I M'- & zZ�p JN �9p ? �p It AI :71w.�. .y:; �1.� .• ►� It- ,.�-r;...,x•'TJ,•, >7 c J11 PA FRAMING NOTES: (q 88 Uniform Building Code , -- --' a. All exterior walls to he secured with 1/2" dia. x 10" A.B.'s at 7211 o.c., unless ox..erwise noted 1 i•'' ' ,;� '" / 1 1 �•' b. An alternate to A.H.'s use Phillips Red Heads wa1254 � '�� � � :( ;. � :,�r� � � p` j •': . c. All interior walls with shot pins (Ramset k3348 or equivalent) S d. 1, � . R •� "^(. at 36" o.c. at bearing walls and 48" o.c. at non-bearing walls unless otherwise noted. k ' f� 1 L, S-- 1x diagonal sheathing. Each board nailed at every stud Iw1uP S�iS ✓ ® °` 'rrTy 1 ''sib ,�, o i V b N, with 2-8d for 1x6 & 3-8d for 1xb. Diaphragm boundaries use- 3 & 4-8d nails respectively. (sec. 2514 b.l)-------------300.#/1 C4 R ' •, Zr Yso, ,•�, � 1 & field (Table 47-I U1JC)----------------------------------100.k/1 SU 1/211 drywall with 5d cooler nails @ 7" o.c. edges a -- 5/8" drywall"with 6d cooler nails @ 7" o.c. edges h •� M, .d•i ' ' & field (Table 47••I UBC)----------------------------------100.k/1 SD '' k• 1 r' 4�-- 1/2" drywall with d cooler nails e " o.c. Y 5 4 edges � � ,, �. � -.,,-.. 7 •- & field (Table 47-I UBC)----------------------------------125.k/1 - Q5 -- 5/8" drywall with 6d cooler nails @ 4" o.c. edges ~ +a-.. .c-. A- Y • o a +; x•' & field (Table 47-I UBC)----------------------------------125.k/1 v.,• `'g �, i i in 6 - 1/2" blocked drywall with 5d cooler nails @ 4" - edges & field (table 47-I UBC)------------ 150.k/1 ;1 " ( • "' �7 -- 5/8" blocked drywall with 6d cooler nails @ 4" 1 ` '. ( w �! a o.c. edges & fiiald Table 7-I UDC ----- r•' ,• r� - - -- 7/8" stucco over paper backed lath w/16 gauge � ,•- .� ' ~ staples at 6" o.c. at top & bottom plates, �. i +. i I' 1 - Z edge of shear wall and on field 4EF •K -- ----- -- a 1` Rafo�L No. 1318, FOb. 1993)----------------------180.k/1 ~ tfJ _ ': �/W A-- 7/811 stucco over paper backed lath w/1 6 gauge " ' •� _ 1 r =i--J Y -• `xP P '��� v. staples at 3" o.c. at top & bottom plates, 1� O _ edge of shear wall and 6" o.c. on field (ICBO �, ® , t•�' Report No. 1823, I `<`3 ---------------•----------------— ---325.k/, I . J "•(Use CDX or,Std,..,W Ext Clue In-lieu of Str. II) >y LL '� 1 ' 3/8" Structural II Plywood with 8d nails at 6" r " - - --•--- •-- - Y b , ` - T -•'-�-" '' rK - o c. at edges & 12" o.c. field (Table 25K UBC)------------264.k/1 �'�' 1 Z 1 -- 3/8" Structural II Plywood with 8d nails at 4" o.c. ' '.a i O • ti I \ d ® _ .at edges & 12 'o.c. 41. 1 $ field (Table 25K UNC)-------_-------384.k/1 t' 1 V - • Ir Ir ." ,ry1t• Ie I 1 3/8" Structural II Plywood with 8d nails at 0404" o.c. i 1 '� y N 1-4 `ry ; ) at edges & 12" o.c. field (Table 25K UBC)-----------------492.k/1 1 - 3/8" Structural II Plywood with 8d nails at 2" o.c. at - - - -- -- I--- gt edges & 12" o.c. field (Table 25K UBC)--------------------636.N./1 -- " Structural Plywood with d nails at O.C. -" �'t' v'r� edges & 12 o.c. field (Table 25K UPC)------ •• �1/0.0/, ' - ' OPIS�jr A -�•.M.-+�:'+!11 �� .' Ad d E d A 1=Q if PJ A T es a ,