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Pennywort Terrace Plans Lots 25-30
111 1U cn N o ~ NO SPECIAL INSPECTIONS ARE REC~UIRED ~ r, ~ A UNfTS 1,114. SQ. FT. 3 >3EDROOM 2 z LATH LOTS 19 - 24 180NITA TOtUNHOMES THE ENGINEER OF RECORD U11LL MAKE STRUCTURAL OBSER~ATiONS NUJ ~~a 5EC 12, T 25, R IUJ, WM PRIOR TO POURING OF FOUNDATIONS, UPON COMPLETION OF ROUGH FRAMING OF THE FIRST FLOOR, FRAMING OF THE ROOF AND FINAL IN5PECTION tUHEN SU135TANTIALLY COMPLETE ROOF TRU55E5: PLANS, SPECIFICATIONS AND STRUCTURAL CALCULALTIONS Z LOT NUMBER TO i3E SUBMITTED TO AND APPROVED BY THE PROJECT ENGINEER ANY DEFERRED SUBMITTAL ITEM SHALL NOT BE INSTALLED UNIT TYPE R~UJHOUSE CONSTRUCTION IAW O GON ALTERNATE METHOD UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFIGIA~ a RULING N0.0®-10 DIVISION II STRUCTURALLY INDEPENDENT APPROACH.. NFIF CONSTRUCTION TYPE: TYPE VN U1J~10DIFIED 2 NR UJALLS UTILITY 0 ESMT 61.0® FT 51: SITE PLAN ° ~ - ~ A1. UNIT FLOOR PLANS w , ~ FFE A2: BUILDING ELEVATIONS, FOUNDATION ~ FLOOR PLANS ( 2~ ~ ~ o~ - 156,1`1 fl Dl D5: ARCHITECTURAL DETAILS ~ FFE ~ _ ~ O r ~ ~ ~ 156,00 ! ~ 4A AI AI i R NDR N Aft. e 61.00 FT ~ FFE i ~ ~ 23 e ~ 4® SANITARY LATERAL ~ ~ 156.1"1 0 ~ ® FFE ~i ~ UJ/CLEANOUT m EACH a ~ za ~ 156.00 ~ UNIT -TYPICAL ~ ~ cv ~ 61,00 FT .r~1 ~ ~ y~' q~ 9 6 o- ~ FFE ~ ~ 61 ~ ~ I ~ 1 _ 156.00 , ~ ~ L ~ f~°'`" I a ! 61 0 FT a tt~ f ~~~15 , JIRED E1 a ~ I Code ~t t FFE ~ U- ~r~i#P.# ~i`!~ 16s;Iri~~r AUG : 2-0-0-4 156,1'1. e 0 .c1n t I I- F- .i 3A D FFE 4 ~ ~ ~r~1ls on~Izil~~a i~3 Co~a~r~8~ ~ , Sd t ,d, 156.00 ~ ~ . „ ~ ~ ~aodsi I;~csr3~^r,t•~nsl~#?rarJ Connote Frame rase 61.00 FT ~ , ~ e1r,.o~~r. ~y S1ti,o1 retr~s~in Sfce! Tendons ' tJ ~ ~ Tendons aL Sta~a~t,~~,.11d~,,~«ir1a~ T. ~ FFE , ~ ~ ...,W i W ~ ~4 igh4. , a. Ai=tit. ~wsltl~ lit M H[ W FFE 156.00 ~ ~ ~ 156.1`1' ~ metro 11.15 FT ~ 5kr~c#it, ~d ~s , vi x I FFE ° ~S ~ R~1att~or~.:b1 ~~~l~;s~in Cc~s~cre#e 156.11, ~ g g e~,r'aia$e~p .a.~i1G'rt't,"m F119 ~ V d raj iti 1: ~ Iw t FFE Q rp Sera}, ~r.~11md F3rs~mes3stlt'o Fpa ` 7 ~ terrals ~0M ~ t ~ 156.00 ~ RAIN DRAIN ~r , a;~ Fr~,r~ and ° i~~ons o ~ >M HO O BO L M ~ . ~ ~ 92.83 FT s ~ ~ ~.~r~1 radlr, l~xcauatia and il9i W~ ' ~ C~ uc U0 N ~rno;~°;sCor~trol ~Ya~C7?13 ® i5'gD ~ 1 D Otbor I~l~e~#lozas Ll o CITY CF T1Aft pp $ l°d' A roved. , fl~L./R1.~:.....".;.,..a Condi#ionally&pproved.,,< ......................o,.....,.., . . " For oni lha a~ork as described in: PP Y ~ G ! 1 ~1vs >~E~rdsiT ~o~ o ~ IC'LE N CI t ¢ OREGON .naaa~ )m ,9 ~ r ~ ® rre Let.er to: FolBovd,..,...... SnECIFi " t9TIG bOG ` ST A9tach UCTU~I,CA1. J~abAddre;:s, .G'L•' L. ETEC CPOT }3::; ~,J CIS Cate:.~.+~,~~ ° ~ ~ ~t1alL ~`fls.s Yoar~ Valli s',t s~~~r~~~z MAMMAS Copy OFFICE A APF 36" WlCsN Cxl1.A RAIL .m._..__.__ _ _ EXTEND MODIFIED 2 NP WALL ~ 5t0 ~ 5r0 SLDR TO EDCaE OF DECK ~ d X 8 NDR - I I - _ 4X12EAM _ _ _ _ Q ~ a 1 1T12 X Sly ~ ~ 510 5/O ~ x SLDR 4 X TY°P 4X4POST ~ ~ d'+ 4Xb I ~ d~ I NDR ~ ~ ~ ~ ~ ~ ~ I ExTEND MODIFIED ~ WR W1aLL ~ ry , ~ ~ TO E~~E D~c~ a5 FOLLOWS: ~ I 11-d ~ ~ S ~S I F4JLL WT. TO 4"®" AND 3ta' NlC~N PR{V,4CY WALL ~ ~ TO THE DEDiC EDGE I I ~ I ~ I , I I I - x SLDR I I i ~ 9/0X10 i 9 d X ~ YP ~ 14 x b TYP ~ x 12 HDR 12 HDR ~ YAULTEp ~ ~ ~ era ~ i l I I 4x6 I I I ~ 31 FR ~ TM X I v, VAULTED D " o, ~ r. r I ~ I 1 I _r v SAS m ~ FIREPL,4 P.. X I ~ 2!~ I I I n ~ ~ - 9 h -6Y ~ ~ry I ~ i+2p ~!-dR I I ~ ~ } 1 XI TfLE NEARl° Im m L I T m fi I 8/0X11J0 I ~ I ~ h~ _X f2) 3/O ~Y P,4SS 4x4 ~m I ~ 5ea X ll~a LvL ; ~x 4 I 2J5 I I , I I ~ ,U I ~i I ~ I I ~ , ~ ~ m ~tM i ? I, ~ ~ r I I ~ Im ~ L J 1 g{} t I I 1912 x t ~ ~ 1 I I ~ , ~ ~ ~ ~ ~ I ~ I~r" X Ilv" vL I ~ I ~ ~I I - 4 x 4 ~ a L 4 x 4 ic`d°°.. , 3~ X 11 a LvL ,d x 4 ~I llI ~ ~ -4 I _ _ _ _ _ _ v _ _ _ _ _ ~ ~ ~ p ~ N - 214 m LE LEY 3t~ _ 2 I I I ~ i ~ RFPI ~ Irian _ ~ -....~.FPI ~1~ ~ 111/fit i ~ i d{1 1 ~ I r I I ~ 'ti ANi r , i n in I 1 3 -6 2 -2 I ~ F~U I ~ ~ ~ ~ ~ " " ~ ~ , ~P! 2L- -V X P1 11 11'3 I I Cpl 11 -1J$ a 3J0 X 51~ S _ I ~ 2 ~ 4 FuRRiN I ~ ~ ~ I ~ ~ ~ ~ END UNITS ~ Il FLOOR JOISTS I i PLOOR JOISTS ' z ~ d X 6 N 4 x 4 3, ~ X 4 m I 5t~ rug r 1~ xlla LvL 3~~7 xll`~a LYL 4xd ~ ~-d1 ~ ~ N I ~ AND SHOWER ~ I I I I rz)3/~xSrSN 310X510SN ~ ~ I i ~ ENp UNITS ~ END UNITS UJITN I X I 22 X 30 ~ i { I o 1 D 1 B 1 W I ~ D 7' I ~ 11-2 d -6 4 - I UJIi / x Il / LvL RIM I a X II e LY'L. RIM tt n 1 D d ATTIC 4 d a -i ~ 363 5 ^d___- 1 ACCESS ~ I W/SIMP ITT 3511-35 Wt5l~iP !TT 3511-35 I X ~ I I ~ J ~ i ~ ~ ~ ~ ~ ~ it ~ 1 I `ti t ~ f 3 e 7" I m ~ m I I I~ X II is L L ~ LvL NDR ~ r dX6 x4 ~ ~ ` i ~ ' I 4 X d~ r Q f2) 2t4 ' - i . ~ I ~ ~ i ~ L VAN Y I ~ I I y{~ ~ I ' ~ i ~ I t I , 1 2.d ~ I 1~/d X 3810 itt I I i I I ~ ~ ~ 1 I ~ ~ ~ I I ~ I ~ ~ - I ( WALL FRAMIN~Z UNDER BAR , ~ I t ~ r I i~ I I I ~ , ' ~ ~ 4 X I ~ - w I I 1,~ X 11~~~ ~ >_3~ + ~ I ~ LvL ~ X 1 ~ r ( 20 MIN. I a WOOD ~ i~ I - ~ I ' I i 'INS. METAL DOO I ~ x d ~ ~ I ~ ~ ~'I T _ _ dX6, I I I I 15x2 X IlI4 I , I s~ ~ N I ~ VAULTED I , 4X~ j I I I I .r f ~ ~ I ~ ~ , 2l3 {I I I I i I r ~ I ~ I _ ~ P I I I , I I.~ rl _ _ ~ I I 2,~ I 1 is1 s > } ~ i~ > a, I I ~ 13~1OX1416 ~3 4x4 ~ -t _ , -B I r ~ 11~ vL NDRS I I ~ a - a - , ~ ~ I 1 I I r r r -y r pl II ir~ I lY ~ ~ FLOOR JOISTS ~ 2/4 x _ x I I I 21~ X d1P~ I X X I i "g FCs I - a.t~ I 116x~r~sN 4x3NDR 1~ m~~l ® m~~l I I I ~ ~ lU/4 X ~ NDR lt~ X ~r SN ~ i I , I I 4/O X ~1~ SN tU14 X ~ I ~ I G I i UJ4x6NDR O I I I i p Il I ~ I 13~~_____.__._______ ~ EEL IFRAME ~ 3 ~ " X III D I d X d I ~ 21~ 2 a a LvL 4 X d _ J X000 /D DOOR I ~ ~ r 13~ " X Ili Ly 3 ~ x 1} e LYL NDR (L 4 X X b ~ I d X 63 ~ a a a " 6 4 ~ I d 6 ~ 4~ d 1 X 117'a LyL UNDER AY , iv I I iv 0 'o 0 a ~ I ~ ~ 4 X ~ u~ALL LINE ABOVE d ? ~ ~ X , 3t~ WITH 114 SL k 6 d X ~ ~ X 12 ~ T.NDR I - 11~a X 6tt~ SN 1P5 X 6/O H b02 SQ. FT. I.,II~ " ~ E ! ;WA LIN ~ v I 24 CtG ~ 4/O X ~t0 SN I ~ ~ I I E I I TR~.ISSE"~ I j I LI IL I 4' X"`4 1 20'a0' ALL APPLIANCES TO ~E UL APPROVED ( ~ ~ € ~ I „ 1 ELECTRiO ~ASE~OARL7 NEAT TWROU~xNOU7 ~ATN FANS TO BE VENTED TO OUTSIDE vEN7 DRYERS TO OUTSIDE RANGE NOOt~S TO E APPROVED DUCTLESS MICROWAVE r w r e 2 -S S -2 ALL C;LAZIN TO ~E DOUBLE AND TEMP. WHERE NOTED I At D ALL LiNDOWS TO SE VINYL SASH ®SIZE AND STYLE 11-2 3 -10 AS NOTES ON PLANS 20 rOD 323 SO. FT. ALL PLUM~INCx LAND ELECTRICAL TO E IN ACCO AriCE WITH TAT'.3 AND LOCAL STAND,4 S OREGON I I I I WATER HEATERS TO DE FITTED WITH PRESSURE F:ELIEF VALVES A1dD SEISMIC ALLY BRACED t' Y , ?off 149 JG~. FT. SEE UILpIN FLOOR FLANS A ELEVAT;ONS FOR WINDOW OPTIONS AT END UNITS EMRES: DEC 81. JSUAN36v0 HORIZ. LAP S(DING 2X$vE EOA 1 X 3 RAKE TRIM ■ lull CLG. FLOOR CLG. N ~r 'loll a 61 FLOOR . . CLG. 9... nn 0 Q Q U ~ D ~1C~ I r r b CJ®C~C~ ■ ❑ ❑ ❑ i I C~CI❑ ~ FLOOR l 6' Il ~ ®a❑ I . 1 x a T« CEDAR AND TRIM APPLIED OvER FLUSH OH DOOR ~ I 2 X ~ YE E SOA 2 X 8 vE E BOARD CLASS 'A" COMP. SHINGLES CLASS 'A" COMP, SHINGLES X 3 KE TRIM t,>. ~ , I X 9 TRIM a OC CLG. CLG. 9 ~ " c~ ~ FLOOR FLOOR ~aGR1Z. LAP 51D1NG PR1vACY WALL: CLCs. CLG. ExTEND MODIFIED ACY WALL- yD MODIFIED 2HR WALL TO EDGE JALL TO EDGE 3✓0' HI OF DECK ANp HOR1Z. LAP. S1D8NG ~ ~ GH CCU IL GUA RAIL " , ®Cf< AND 'DRA I L . ~ ~ FLOOR FLOOR GLGo GLG. Q ~ ~ ~ ~ n F 00 F 00 n r° 10 4m 0 0 q rI x 2 X 6 YE E BOA CLASS 'A° COMP. SHINGLES NIL 1 x 3 R TRIM CO W c I or- ® nca n CLCs. u 0 9 LOW . ® t9 4 OWL ® FL00 2 X iO TR1M R GLG. CORNER TRIM ORfZ. LAP 51DING • 3b H1GH RA r V FLOOR 17904 ri CLG. OREGOIA ~ 36° HIGH RAILING ''~i ~~'tr2`5,~ • w C FLOOR DEC. 31 ~ELCN9l8 120'-0" 20 -0 20 -4 39 5 } ritgC B II II ~ 1 I I I ~ II Ii iI II ~ @ I I I I I I I I in l I' I I I I I I ~ I I I I 3 I I 1 I i I I @ I I- I I I I I 031 i ..o~_.m,-LJ....~.~ I / -7 f- I ~ I 1 i j I i ~ I i I I 1~ I LJ LJ I I i n,► I I 2 i r L~ ~ 2 1 I i ~ I I_.. I ;q I 1 i _ ~ - 1 4~ ~ I I I I { ~ ~ 4 COND. FLOOR 5LA8 WITH ~ ~ 1 I I I 11 FII3ERME5H OvER b Mf1..19LACi~ 1.____ I L____ 1 I I I , ~ + + I I POLY v.>3.OVERMIN. 4 ~ ~ ~ C° I I 36 W X 30 D X 84 FTCs I I f I I I I I I IWIt41 ~4 BARS T a B I I i~ _~,__J L____~G ULAR FILL y~ I I " I _ a.. J i ~ I I I I I I 36'W X 30"D X 64' FTC I I I I I C~ 1~ I I A I I 1 I WJ(4I ~4 BARS T~~ I t I Df I~ 1 D2 O ~____`1 ~..____a I i pp~~ r D2 i I B A 1 1 I I V4 Z I ®4 q, .b I C I I I I I O I I i•- I I O I i 1 + I L__ ! L-__ I I ~ I I I I I I m 4 _ I I i I ' I ~@ ~ r--~ I r -1 1 I I _~J L___ I I I I 1- / 1 1/ 1 I 4~ ~ t 5~ I I I I i 4 4 4-6 Il-2 1 ~ 1 ~ ~ - - ~ i I I I l I I 1 I 11 r, r~ ~ I I I I` 1 I I @ I I I I 1 1 ~ a I I ~--1 I I I ~ 11 I; ° I i 1 i / / , f I I I i 2 I 11 1 _ ~ I I 11 @ I I I I 24 X 60 X 16m FTCs I I I I ! I I I I I I r~ 1 I I I I WJ"4 Af25 ~ 9 GIC EW I I in 11 LL II I1 iI l1 II 1 II II I I I 13 ' I I I i I I 24 X 60 X 16N FTtx I I 11 I L___ I I @ 5~9 C/CEW LI ~ I I ~1 9 I i W~"4 A l I ' I I I I I I i t I I I I 0 r--~ I I ~ I l i La~._ 3 f 1 9 L___ i f 1 I I 7 I I 3 3 1 C~ ~ I I i rJ ~ @ 11 ll I I 1 ~ I i 1 ~ 6 I l I l L___ I 1 I I ~1 1 I I ~ I I I l 1 ~ i t I I I I 1 1 I I i I I I I i I i i~_ ,.a~~ I I! L 1 I i i I i I I t, ~ ~ 1 I 1 I I # I I I I I I I 1 1 i @ I i 3?m I I i I I I ~ I I r-----I I 1 I I I 11 I I ! ' I I 11 I I 1 I 1 1 1 I ~ I 1 1 I I I I 11 ~ I I I I I ~ I I D2 I I I I I I I~ 1 i I I I I i I 1 ~ 11 1 I I I I ~ L! 9 Li A 1 L_____ ___J I I L._________J I @ I B I I i 15'LOCIG-OUT FOR I I I ! I I L___ 3 I I I I I ~ I I I I i I L 8/0 DOO~~ j I 61 I I O: 1 I t~ I I L_- -_J I I 1 I I L+-_- I Lt 1 I I I I 1 I I I ~ i ~ 1 I 1 I I I I L_________J""`-"_`- `L-________J` ~ I I . 1_ I L-- _J I I i I I I I 4S W X 30 ~ FTCx l I f @ " W1(5J 4 i3AR5 l~ ~ l C°"____---- I i I I I I ~t °t °I ~ ~ ~ TOP 4 6OTTOM I I 1 I ~ L _ _ _ _ _ _ ~ I I ~ tv LJ @ I i 1 @ ~ 4~1 ® ~ LJ - i uuu iP _ i ~ o @ 6 d'4~ ' i O 4m 0 ® T. M x i 1 1 1 1 i- 1 1 H t B CJ'•IYdg il'-2' il'-2' 4' 6J1°lYJ' 11'•21 fli L Q to, 8'°10" 10 °I0 4 8 -10 Il 2 11-2 S -10 d 1 1 0. 9 ' ' 20'°Y✓+ 1J'-V' 201-AY 19 -8 20 4 20 °0 Y %v AN 120'-0" l4'm b c~ p acs ®b. to AML u MI. II II 6-0,03 TI uc SLIO L ® COQ P i I~ ~I ALL FOOTIN~x5 TO REST ON FIi~M UNDISTURl3ED 5OIL GAPA~LE 1 15' X 16° X 24 2 s4 BARS EA. WAY OF SUPPORTINCa 1900 P5F CONC TE DE51CxN 57RENC~TH TO E A5 FOL~.OWS: 2 24' X 24" X 12' 3 "4 BARS EA. WAY BASEMENT RAID FOUNt~ATION WALLS NOT EXPOSED TO WEATHER: 2600 PSI ASEMEN7 AND 1NT, 5LA~5 ON GRADE: 25s~0 P51 3 30" X 30' X 16" 3 ~4 AR5 EA. WAY WALLS EXP05ED TO WEATHER: 3000 Psi e EXT. PORCHES ~ STEPS CARPORT SLA135 AND CzARACsE SLAPS: 3500 PSl 4 36" X 36' X Ib' 4 "4 BARS EA. WAY „ PROVIDE 2 X PRESSURE TREATED MUD 51LL WITH ANCHOR POLT5 OREGON A5 NOTED ON FOUNDATION PLANS 5 42' X h2' X I6' 4 "4 BARS EA. WAY 25: RDD. PE6~ . 1, FPAIN318 s LU ■ 12®'-~" 2O ~ 2O 4 9'•13' 10`-~" 9"-S' lO°-' q~ 9 " IS ~ I C3k C4 611 ~ 139 ~ ' tl ~ _-~a~ r"~ Q~ 1:1 I ; ! ~ry € 9 ~6 ~ I ~ I ~ I e "~5 A ~.qqa H 3 ~ A L. J ~ SNIT SNIT tl,~° _ ~,1 k ~ - it 1 p p 1~ - UNIT >4 SNIT A ~ ' SNIT ° e _ _ 1 _ p ~ ~ 1 1 ~NiT 1 ! 1 I _ _ _ _ r 1 1 - _ km_ - 1 _r I 1 I 1 - - - 1 1 1 sL I B 1 .----i _ 1 ®.0..1 ~ I I I k I 1 i . _ 1 1 1 ( I B I 1 1 1 1 1 k 1 1 _ _ 1 _ I 1 1 -1 1 1 1_ _ I I ~[~I~i`1 ~ 1 1 1 ~i i 1_ ~s_ o. _ t e 1 ° _ t 11 1! 1 ' 1 1 1 _ _ 1 1 1 ~1€1.1.1 1 g 1 1 1 1 0 1 ~ 1 I~i-1"! 1111'x1'; 1~~0 1 €@i "1s`Ti ti°Tr'~1 - _ 1 V 1111111€ 111!9; €111 ##~€_il lim, !#1.11? I ~ 111€1 - - r=- 1 1 #i~TT1-{1 li (i € I €i li 3 I I I,~T~I I€ 11 ll li 1 I I ° ET"f 1~"~-f 1 I i 1 1 i I k#! I 1 1 x! 1 1 1 1 1: k i 1 I 11 x# 1!€ I: I i € C I 1 1 1 _ ,9'1 .€..€._I„i'....1.1....t,.~._..l....I_.I i! --1-j, 1 i j.,l.„„~_) .,rT~T€~l~k € 1 1 i i 1 1 s # I I 1 I 1! ~ , 0 I - 1- 11 EI li (I !i 1 k~ !3 kl 1! 111 ! II #1 1 °1 ~ ~ 11 €1_I~ Il €6 11 ' 1 1 1 11 , ~i srl 3 1 l ii 1 k 7` l" 1` 1° T` r'rU~ ~ ! II II li €1 1! li - 11 €111 6 1 1 i 9 1!# 1 ~ ~I €1 1? I1 #I 1 # ~ to ,7x ol-~ 11 €I a! !I i! r! 11 II a e a a x a " , , ,-IOC 11'•2' 11'-2' 6'-6' 4' ~'-#O° 11'-2' S -9O 10 -10 4 . 8 -10 11 1 II -2 13 -10 a3 ~NlLd 19 -S -2O -4 20 12~'-~' 0: 00= p oC] >L .01D II II W U it 4 'r10 L o. -~g- IlL SEE UNIT FLOOR PLANS FOR FLOOR FRAh11NCx 5EE "L"SWEETS FOR ALL 5NEAR UJALL LOCATIONS, SGWEDULES, DETAILS ANO SPECIFICATIONS <v 1 fl N D 0. 1 ES: DEC. 31, FPA1N318 At i- 120'®~® 20'-O` 20'-4` 19'_8' 20'-4` 20'-~° 19'-8' } (y fl PATIO PATIO , m ura ~ PAT10 PATIO 0 -r-fie -Td " . i 1 1 1 ~ 1 1 1 i 1 i i J 1 1 i i 1 i 1 I 1 1 _ _ _ __®_Jr_h_______-_ _ ____J~._L_______®_ ~ W ~ , 1 1 . X . p..m.. 1 1 i 0 .e,..~....,.~„®.. ~ . j Q ~ ~ A Q 1 " " ~ V " ~ { ~ 4 n 1(1 t 0 u.. ® - _ ~ ~ I I 1 I I 1 I ~ 1 1 I I I 11 1 , 1 ! I I ! ~ I I 1 I 1 1 1 1 I I 1 I I I I I I I 1 I 1 I 1 ~ I I I N _ . 1 " ~ r ~ ~ " ~ i 61 - ~ I " ~ o~ ~ . . a r all R1a IGN DEN5171" IN5. IN 2 ?t 4 FR ED UILDIN~x OFFSET w TY CAL ~ ALL 5T5 10 ° ~ ~ ~ 15'-10` 3'-2° 3°-2" 16'-10' I~'-10' 9'-2' 3'-2' i~'-10° 3 2 IP -10 3 -2 16 -10 ate vim 0 acs a X 2rD -O 20 120'-~' IL ON 140 50 to' 0c), ® ® aca ~o ~a uC~. u Um r., @!.L, Nd* SEE UNIT FLOOR PLANS FOR FLOOR F iNCs L ® SEE `L' 5NEET5 FOR ALL SHEAR BALL LOCATIONS, SCHEDULES, DETAILS ANC SPECIFICATIONS T 7. s OREGON fLy vL~ Y 254 V ADD, EXPIRES: DF-C, 31, FP2N363 0 LU Aft ar v q~p 1 A ryry11~~1 Y ++pp yyqq1 p~ W °11791-~tl °1 /~11®jitl °94S1i /AA 64V -0 bYV` -0 ihV -Y/ 61d✓ Ltw~ Kd 4Y✓ W i t I® 4. 1 I 1 B 1 p dl®IWt e21 `I Xd® I~PI®/1t I®i.-~d a!d'IYOt ~H'10t dY/I..~® 9 ~ 9 -10 10 2 9 -10 10 -2 70 -2 L +{t #"1 r iv r s ~ ~ i ~ ..~r~~: i°r,c I 1e'x'~°; ':4 ' . a',: rs".. :'4 > °..1::;cr: r. ' ' ~ r r .;.~,..,,..i ';:1 0 !I 1 ~ r k.°. ' ( i 1 ..7 i, . i,,,, , k ...~...~.a ,.ti....... c.. i ~ y:°,N~ h ~_a 1L_.a 0 i~---- s ~ r ~ r .r~ I r ~ _ { O +Y . ~ :;:y ~ ~ I ~ / „l l ~ t ~ °.'.r ~ b N i. ,~~r:.. UN T A -:;t°...:;:::~: ; NIT ,q ...r ;1 1 L _ a j{' :.a.. is r r~';: r° A M A 9 7~:,, t .~:~a .,UNIT NIT ,a.. i 'a' .t. :'.1°;; r;fy'~;r:`.{ia rk a A M c::,:;~e:,;.. UNIT .~~i ~~:I :3 i 6 4i'~i'~it;:r i.'I "'r LQ. 4 tw_ ~.i ~ .?fit:: J~':• ~ ~ ~ ~ Q ' ~ ~ - s ~ 'r }:1i , i t ~ ..i d' i t~i ( b e9 I B yy i ! {~/y~ 1 ~}tl 251®/Ai ^I gSH„~A q~i•/~k b0 n~ F~0 2W ®YJ iKG// YYJJ bKJ L YJ aca Sq 0 Id o no OR 0c 0 a d acs 4 ~'i ~i `0 T I I I 0 9 ma 5EE UNIT FL04R F'LAZ`t5 R FL00R FRAt11NC~ SEE ®L' SHEETS FOR ALL SHEAR uJALL LObATI0N5, S~NEDULES, DETAILS ANb SPEDIFI~ATIflNS FR~YIO AT'C!G ~ ~iV~'lLA°i•lwtJ ~ ~t;AL 7~ 100 THS A1~ i~' ARwA 'wiT#~ AT LiwAST 50"; AT 0R'jiEAR THE RID~xE tuITH SAL AYv~E A'i EA~,~ES tJR LADLE E;JD s;i'.;.,:r:d $t,3 N't4p i`,';.t? ` ',wig TA EivT F'~, ~'-0° EAGH u(DE "~ODIFlEI? s HR MALLS 4, OREGON RiD D. ~C} EXPI DEC- 3L FpC3N918 lip, MIN. 235 OLA55 ",4° OOMP. SNINCaLES OVER 15" FELT OVER i'2° PWL SNTCx. 6'r4' ,~,W .y,~ LEOORATIvE P.T, 4 X 4 ~ 5'-t~° MAX. SPAOINC~ E-- i X 2 K TRIM ' ~ h ~ ~ ~ 2 X 6 V iv ERCaE BOA ~ ~d , I li , ~ ~ I ~ ; I 9 "I ~a ~ 24 T 55E5 SM FLASNfNCs m t t 9 b I { t ` ~I !a ~a ( $ ~ li ~ t 1 y ®w ~ 1i +i 6 k ~ ~1 g g + ~y { 1V Is ~`w V i.dL iN5 ATi6.✓ I' f: tl1 I 1 S'd / 1 +y ~ X lO NEA~7ER SILINC~ OVER i5"FELT .~:F'~ to ! " C7VER'i116° O5~ SNT~z. _ h ~2 CaU1~ F)NISN I I I ~ !r I ~ z x i~ FASGIA ~ Iz ~ , ~ 2° X 2" X I,®" 511~ING A5 NOTED OvER ----°-3 ~ :f'~ ;SEARING PLATE 15~ F T OV l/16" 05;~ SNTC~. ~ ~ _ EL ER © ~ PITCH ~ > FiN15N FLOOR OvER 1~2" PARTICLE ~L. 0 ~ ~ it OVER spa' PiUL 5U~-FLOOR OVEN ~ s1 i ~ i~P! 11 `1I5" FLOOR JO15T5 ~ P 1 ~ ~ 9h1 ASNINCz TYPICAL EXT. tUALL; f- FL ~ ~ ~ z X ~ a 16" ~r~ FRAMINCa l ~ , ' UJlR-21 GATT 1NSULAT(ON ROOPINC~ ANL PlTCN l2) ''a ~ BOLTS A5 HOTEL ABOVE ° 5`7C3'~'X9'L (2) 7ia m MAGN~IE ~ I 2 X lO a 16" CdC J 15T5 BOLTS ~UttUASNEi 2 X~ 1+~ GK JOIST } p ! r i~E !2 CxU1~ FINISH I I ~ ~M14 I ~ ~ I I ~ I ~l.Ahl ill W ~ ~ ~ 1 i .j a ~ ; T ( { J Te C L. ~ , I ~ ~ , ! i , ~ 3 LECORATIVE P.T. 4 X 4 i~ l i I , " PNISN FLOOR f3V~R iz PARTICLE ~L. 0 I ~ 5 MAX, SPAGfNC~ OVER spa" PtUL 5U®PLOOR OvER e.a I A OR lU!TN 2 X 8'S F~PI 11 ~l8' PLOOR JCJI575 ! 96" NIC~N ~SUA RAIL <~11TN ~ 2 X SPACEL LECI~, ~ i - 5EE FLOOR PLANS ANI7 AND !I~ " SCE. STEEL TUBE STANLA 5 OVER 2 X ~ 16' GJG `s ! ELEVATIONS 3 AND RAILS. I" 5th. VER75 ~ 4ii2' CIC ''`frm ,~.A C7ECK JOISTS 514 X 5 TRIM ! R25 WATTS I° z ~ i~ FASCCA ' . r 4X4A5N T 1 ~ , ~ EL ~ STEEL F ME IUITN 1 Lai ' { ~z CxU1~ F1Nl5N ~ ~ UJ1OX26 STEEL SEAM 1 ~ !1 T " " " T, I ~ 5EE L SHEETS t,a { EkTENL MOLIFIEG~ z NR. WALL ~ ' ~ ~ILT4UP OOLUMN i T4 EG~GE OF LECK ~ h~1~ ~ " . t ~ ~ ~ f t2) ~a"m M. Wr2' x 2" X 1,~4" 4" Cc;,di~. F 40 S O'Y~:.R 2 X 1~ BL ~EARIN~x PLATES 6 MIL. POSY V.E3.OVER IN L1NE tU17N - ,~'`~SEE LiMEN51ON5 ABOVE r" MIN. 4° t~R;~NULAR FILL P05T FOR MIN, OF ~ SAYS z I SLOPE ~ la'1FT TO FRONT ~ _ _ _ _ ~ _ _._.__.w___._ T { L , 1 F J I Y y 1 I ~ r ~ , ; ~ ; ~~.~1 ~ i t J' ~t. ~ 1 l / a ~~ERIPTI V~ hhA,l~l RsF. TAaLE 23-Il-~-i i99~ u~ I I I I o CCINN~CTIC~N N,4ILINCa ' ~~NN~TIC~N NAILCNCs ' ~ 1~4° = 1'°~° I 0 I. SILL TO JOIST OR Csl ER TOENAIL t3) - ?,d 46. D STRUGTU PANELS AND PARTICLE UNIT 15 51MILAR mmm 7. 13RIDOiMG TO JOIST, TOENAIL EACH END t2) - 9d 9USFLOOR AND WALL SHEATNINt~ tT0 FRAMING) , 3. 1' x 6' SU~LOOR OR LE55 TO EAGw JOIST; FACE NAIL t2) 6>~ LESS " bd C4 U, 4. WIPER THAN 1' x 6" SU~FLR TO EACH JOIST, FAGS NAIL (3) - !9132' - 314° 6d OR bd' 5. 2' SUE~LOOR TO JOIST OR GI ER ~LiND FAGS NAIL t2) •ibd Tla° - 1° a 8d' 6. SOLE PLATE TO JOIST OR ~L ING, FACE NAiL Ibd ~ iF,' GIG 11!6' - i 1!4' 10d OR 6d ° 1. TOP PLATE TO STUD, NAiL t?) - 16d tG0 . SU~LOOR-UNpERLA NT tT0 thy) S. STUD TO SOLE PLATE t4) - 8d TOENAIL t2) Ibd, NAiL 3t4' AND LESS bd' c C ro- 1. 9. D LE STUD, FAGS NAIL }bd * 24° GIG 11A' - 1° " 6d" 10. DOU6LE TOP PLATE, FAGS NAIL Ibd ~ A6' G/G ! 116° - 1 114° f OR 6d' p0U6LE TOP PLATES, LAP SPLICE 6 -ibd 21. PANEL &(D1NCa tT0 FRAM(NCrJ 11. ~L ING ~E EN JOISTS AND TERS TO 70P PLATE 3 - ad irp' LESS bd' acs G AcJ I2. RIM J015T TO TOP PLAfiE 8d + 6" GIG 5Ja° 9d ° 19. TOP PLATES, LAPS ANp 1NTER.9EGTI~lS, FACE NAIL 2 - Ibd 2g FI~ER~OARD SHEATHING ' 14. GOlVTINUOUS HEADER, TO PIECES Ibd ~ ib` GtG AL EA. EDGE it2' ql ~A' 15. GEfLING JOISTS TO PLATE, TOENAIL 3 - 9d bd ° i6. GG~lTINUOUS HEADER TO STUD 4 - 8d "ab GA" 0 (01 il. GEiLiPY3 J015T5, LAPS OVER PARTITI ,FACE NAiL 3 ° 16d 25p32° qi CaA° la. GElLIN;a J015T TO PARALLEL 1'ERS, FAGS NAIL 3 - 16d gd a 19. TER TO PLATE, T AIL 3 ®6a qb ~A' TYPE V I NR CONSTRUCTION. CxLUL : L7F 2~F v4 Fb = 2dOO I° RAGE TO EACH STUD AND PLATE, FAGS NAIL 2 - 29 INTERIOR P LING E;>xT. UJALLS" SiLINC~ OVER 15~ FELT OVER i/2' C~tU~ SNEATNINC~ PSL: 2.OE Pb ~ 2900 L L 21. 1 X 8 SHEATH(Nfa OR LESS TO EACH ~EARINC~, FAGS NAIL 2 - 8d " " 27, WIPER THAN 1° x e° eHEATHIr T EACH FEARING:, FAGS NAIL 3 - sd C?VER 2 X 6 - 16' CiC FRAM3NC~ ~J/s/a° TYPE °X' ~alU~ ON 9NT. HEAL ER5 O1fER EXTERI{7R U1,ALL Of~ENINCz9 TCC~ PE 4 X S 23. BUILT-uP DER STUDS Ibd ~ I6° GIG iN~". ~EARINC~ U1ALL5: 5/e" TYPE °X" C~ EAON 51I~E EJeOEPT IUNERE HOTEL C7TNERU115E 2d. BUILT-UP GIRpER DEA11S 2e~d ~ 32' G!G AT TOP AND 00TTOM i6' C/C FRAMiNCa POST d SEAM FNL TO COMPLY U1TN U.Q.C. SECT, 2516 5T RED • 7 3 AT EA EACH SPLICE Im' 25. 2° PL s -Ibd AT EACH ~EARNCs IN°~. NON-EARINCa iUALLS: NON-RATEC PROVEC7E LRA~~T5TOP5 AT FLCJOR ANL CLCx. LINE ANC7 AT 1~' FLOORICEILINC ASSEMBLIES: SEE CRO55 SECTIONS NLRI~ONTALI-Y ANL VERTI~:ALLY I,AtU 5ECT10N "1~8 0550 ANI~ PARTY UJALL LETAILS ON L4 1at ~ 2nc~ FLOOR INT. ~EARlNCx UTALLS TO $E 3 X 4 - 16° CIC EXTENL TEL A55EM~LIES ;3ENINL 5 1T5, PROVILE ATTIC VE.N7ILATION Ec~UAL TO 1J5~I+~ OF THE ROOF AREA 5'rAIR STRiN~aERS, FIREPLACES, SHAFTS, TUE,S E7C. u9STN AT LEAST 5t~~4 PROViLEt7 AT THE RIpC-,E )F AREA i. G GN x NAILS MAY ~E uSED ExGEPr WHPRE OrHERwiSE STATED a. G sicr, RESisrANT F I NAILS WiTw Tfib° INCH DiAMSTER w~AD ALL EXPOSED PLYt1JOOL TO E MIN. EXT CsRAC7E LOORS, WINLOtUS ANCJ INSULATION TO E IN ACCO ANGE UJI7N 2. NAILS SPAGEp AT b' GIG ~ E 5, !2' G/C NTER"1EpIATE Va' 1NGw L TN ~r° SHEATHINGs 1!~' INGN LEPKsTH FOR t , ENERCaY COMPLIANCE PATH ~ W WITH JJW4 SUPP S ESGEPT 6' GtG AT ALL 5tlPPORTS RE SP~iS ARE 46' MORE. 29132 INGN A7HINGs iNGa TO THE RE~.lIREMENTS OF SECTION 23049 NLL OTHER PLY OD 7O ~E STANDA CsRADE f FOR NAILING OF WOOp STRUGTUiRAL P L PARTIGLESOA 9, GO 5ION RE515TANT ST E5 WITH N INAL "illb INGN GR P%" INCH PLYUIOOD NAILED ~UJ~3~ ~ 6' O/G C7N f ANAL EC~Cs~S ENTRY ~C~OR~: Ld~O.S~ F~.~tT OEIL.INCY. R-3~ DIAPHR SAND SHEAR WALLS, ER t0 SECTIONS LENaTH FOR 1/r° SHEATHINGS ANp t~~' {NGN L TN FOR 25P32° INGN ATHII~Ya AND 12° C1C ON INTERMEDIATE SUPPORTS tgJINLOlllS: U=0.4O SLAB ECJC2E: R-15 Y3153~ ADD 23(5,4, NAILS iOR WALL SHEA7ING MAY EEG GN, EOx OR GA51NGx It~Kx TO THE REOUI NTS OF SECTION 23A49 UJALL 1N5ULATION: R-~) 3. G ON OR DEFORMED SHANK 10. PANEL SUPPORTS AT Ib INCHES - 20 INCHES CF STRc"NCsrH AxIS IN THE L DIREG710N HO~'Iz. STRUCTURAt~ PIEMSERS TO ;3E MIN. Dr d&t °Ile 4. G ON OF TwE PANEL, UW.E55 OTHERtUISE MA p. GASINa FINISH NCAL9 SPACED 2nc~ FLOOR TOP PLATS ONLY - ~'1 LF 5. DES D sw b iN 5 PANEL spsES, 12 IN 5 AT NT~E~IATS APP Ts ALL OTHER PLATES, ~LOGKINC ETC. TO ~E MIN. ~ 3 LP b, OSION RESISTANT SIpINCx OR CASINGS NAILS R°tINCa TO THE li. PANEL SU RTS AT 24 INCHES. GASI F FINISH VIALS SPACEp 6° ON PANEL REGaUiMENTS OF SECTION 23043 ED S, 12 iNCWES AT IN1'E DIATE SUPP TS. STULS TC? ~E STUD CzRADE 1 FASTENERS SPAGEp 3' G~ ~ EpGES ANp b° GIG (NTE EpiATE SUPP 5 EXpjRES-. DEC- 31, JSXIN3`18 f-- 2 X ~ 16 ° C/C F I NCx 2 k 6 P.T, SILL WITH tU A.B. A5 NOTED FIN. Cx E lU ti) ~ ~ II III II PARTY WALL -SEE c +4 UNCOATED REBAR DETACL CN G72 ~ X M1N. tl) PER BLDCs. LAP DAL P.T. 2 X d 51LL X i ~ li e 2 X 6 P.T. SILL W17H W/A.B. AS NOTED Q 2 k 6 P.T. SILL WITH MlN. 11 IF SPLICED ~ A.B. A5 NOTED ~ N AB. A9 NC?ED _ GA E SLAB II j , > 61~~ ch cn ~fl 9961 +d vERTS ~ lg' CJC ~ ~ II ~I ~ + ~ 'CC .II II ~ II II BAR ~ 5LA8 d ~I~RIZ. BARS 16 J IIII II ~ III v ~ II ~ ~ RI5 R1GID INS. Ri5 RIGID fNS. '4 NCRIZ. BARS ~ 16' CJC > I I z Il I ~ +d YERTS ~ 1g' CJC +4 YERTS ~ 1g' CJC +d NCRIZ. BARS ~ 1~' C/C I ~ II ~ II II +d YERTS g 1g' C/G cv ~ Z ~ IIi NORIZ. BARS ~ 1~ CJC I~ ~ ~ ~ II h_ - r r m + ~2) +4 BARS C NT, i4J +4 BARS C NT, ~ t2) 4 BARS C NT.----- fl) +4 X 20° LONG UNCOATED »AR ® MIN. ONE REO. EA BLDG. 15° 15° + CONT. 15 t2) 4 8 2d" AT BACK OF GARAGE DROP 5L d' BELOW , ~i$° a 1'-O' FOUNDATION WALL ALL STEEL: REINFORCING SHOU.N IWA ASTM AF15: CaRADE 6c~ 8 A g " D e II REBAR 'N' " 2' CL LAP 48 DIA. • W BAR °M' II STEEL FRAME 5EE 'L' S1~EET5 DRIVEWAY OR II BACKFILL WALL WIT~I GA E 5LA8 FREE DRAIN1NCs CaRANULAR I` + ~ . d BARS 10 MATERIAL II II 10 !r Q BAR a 5' ~ PEA. PIPE II x WJSiLTER FABRIC ~ II FLOOR SLAB ~ + ° ~ "4 l3AR5 ~ IE~' CIC ~ 4 BARS 9 C/C EA. WAl' IL REBAR 'O' II U Ji 10 to It IG m z ~C ~ 00(D o ~ ~ ~ m i 3 CLR ~ > L M ® p(D Aft v Lo 10 m'U M dg° C Ws A B L L 0 3%®®p®O® 17904 (MGON N Wa A C B BAR 'M' BAR 'N' 15AR 'O° 4'-d° S° 8' 8' 2'-0' +d m Ig' C/C +4 ~ lg' ClC ~ 18' CJC 5'-4' 10' 10° 2'-4' "4 e 18' CJC +4 9 lg' CJC +4 ~ lg' CJC glCy G1 25.1 ~ 1'_4' g® I"-2' P-?' 3'-O' +4 9 lra' CJC "4 m 15' C/C +d ~ Ig' CJC i7 D.'Rfl 9'-4' g' 1'-g' 1°-g' 4"-O' "5 ~ 9' CJC +4 ~ lg° CJC +d ~ Ig' C/C CONCRETE 90S~ra PSI IRES: DEC.3t, REBAR: CxR E 6m Nt. 12' FTGSN378 ..m AY-/9~1 ~1-~1 ~9 q g ~~~r NO PENETRATIONS OR OPENINGS ALLOIUED NO PENETRATIONS OR OPENINGS ALLOWED - ~~r~I~'rI IVV+~~i®~itl~ REF. TA6LE 23^11.6.11997 UGC CLASS "A" COMP. 5>aINGLES DYER 15~ FELT CONNECTION NAiL1NG DONNEDTi NAILINCx . DYER 1/a' FIRE TA ENT PLYWOOD SWEATWiNCs 1. SILL TO JOIST CaIRDER TOENAIL f3) • Ed 26. D S TU P LS P ICLE6OA FOR 4`-~" EA. 51DE OF WALL 2. 6RIDG1~3 TO JOIST, T AiL E f2) - L R L ATHING fT0 ING) 3. i° X b° LO OR LE55 TOE JOIST, F NAIL f2) LESS s bd+ Z 4. WIDER THAN 1° X 6' SUEFLOOR TOE JOIST, FACE NAIL f3) - .5d I 2' ®314' Sd OR bd° 5. 2' L TO JOIST OR GIRDER, 6LND FACE NAIL fz) - Ibd 118° - 1° " Sd® tS7 b. SOLE PLATE TO JOIST 61 NG, FACE NAiL 96d ~ ib' C/C I Ila° - 1 1B4' imd TOP PLATE TO STUD, NAIL f2) -Ibd fC . SU;LO ERLA T fT0 F VNG) S. STUD TO SOLE PLATE f4) - Sd T AIL f2) ibd, NAIL 3/4' AND LESS bd" 9. DOU61E STUD, FACE NA1L 16d ~ 24° C/C 1IS' ®P Ed' Im. DOJ6LE TOP PLATE, F NAIL ibd ~ 16' CIC 1 Ub' - 1 ll4' I 9d" DOU6LE TOP PLATES, LAP SPLICE 5 -Ibd 21. P SIDING fTO FRAMMG) N. 6L NG 6E'iWEEN JOI5T9 R Ef2S TO TOP PLATE 3 • 8d °~s' LESS bd° 12. RIM JOIST TO TOP PLATE ad ~ b° C1C 5!$' 13. TOP PLATES, L INTERSECTIONS, FACE NAVL 2 -Ibd 28 FP6E ATHING' 14. TINUOUS HEADER, To PdECES ibd ~ 16' ALONG EA EDGE 1/J° Mt GA." 15. CEILPA~S JOISTS TO PLATE, TOENAIL 3 • Sd bd ` 16, M S HEADER TO STUD 4 ^ F,d %6 GA." t't. c,Et~.t 1®tsT~,L C)V£R.PARt4T1~d9,F NAIL 3 -ibd 2513x' ql GA." 18. CEILING JOIST TO PA LEL ERS, FACE NAIL 3 • 16d a 19. R 70 PLATE, TOENAIL 3 . Sd +hb Oq + m. I' 6 E TD EACH STUD PLATE, fAGE NAL 2 ° Sd 29 MTERI P L OPENINGS FOR VENTILATION 21. I X 8 SHEATH OR LESS TO EACH 6£ ° FACE NAIL 2 - 8d ® ~ ALLOWED IN NON- TED SWTG. 22. WIDER THAN 1' X 8' ATHiNG T 5 6EARMG, FACE NAIL 3 - 9d y,°~° bd s 23. GUILT-UPC R STUDS Iba ~ !b' c~c 2A' CIC P -FABRICATED TRU55E5 24. GUILT-UP GI ER CAMS 2md ®3a° C/C AT TOP TTOM ST RED • 2 2md AT EA END EACH SPLICE 25. 2' PL a -Ibd Ar E 6EARIr -49 BLOWN INSULATION BEVELED 2 X PLATE DOUBLE 2 X 13LOGiGING BEvELED l ON OR 60X NAILS MAY 6E D EXCEPT UJHERE OTHERWBSE STATED 9. trO fil RESISTANT FOCFNG NAILS d~TH Tdlb' INCH D9 TER HEAD 2. NAILS SP D AT b' C/G o E ,12' C!C RMEDiATE °~dD Ivs° NGH L TH ~a' SHEATHNG I"~e' (NCld TN F SUPP S ESCEPT 6' C/C AT ALL 5U WHERE SPANS A 4S' OR 25/32 1NCN ATHNG C RP91N'G TO THE REQUI fi5 ~ SECTION 23m4,3 NAILING ~ S CTUI P PARTI O 9. SICK RESISTANT ST ES WiTH INAL 1116 NCN C 1'in' INCH DI S SHEAR WALLS, R TO SECTI L T# ~s' SNEATN(l~k's 1~s' NCW L TN 25/92' INCH SHEATHING 231593 A6D 2315,4, NAILS WALL ATING MAY 6E ON, X OR CASING ING To THE REQU1 T5 SECTION 2 3 z GYPSUM WALLBOA 3. ON OR D D SH 1m. P L SUPPORTS AT 16 ES - 2m tNCHE5 IFS ta! Axi91N THE L DIRECTION i LAYER EA. 51»E OF m 5. D ~ D SHANK THE P , ta~LESS OTHEPdU15E MA D. CAS1AiPa FiNISH NAALS SPACED 1/a ° GUl$ NAILED IN PLACE b IN 5 P LEDGES, 12 INCHES AT 1 DIATE 541 S b. CO SICK RESISTANT SIDING CASING NAILS OR'1ING TO THE IG P~7EL SU RTS AT 24 S. CASNG FMISH NAALS 5P D b' ON P L " REOU( S SECT( 23m43 E ES, 12 INCHES AT INTE IATE SUPPORTS. 2 X 4 - 15' STUDS 1 FAS R5 SPACED 3' C1C ~ EDGES b° CIC INTE DIATE SU TS 3'/a` I~+ATT INSULATION ° ~J - . 1 G I' AIR GAP MEMBRANE PENE TION5 AT i2ATED WALLS: FIRE SISTIYE WALLS MAY WAVE OPENINGS NOT EXCEEDINCx 16 SUA INCWES Flr!. FLOOR DYER °/2" PARTICLE ~ 0 FOR STEEL ELECTRICAL OUTLET BOXES PROVIDED TWAT TWE TOTAL OF OPENINGS BD. OVER a/e' PIS SU;S-FLOOR 1~d 12, C/C TO JOIST FOR EVERY 100 SQUARE FEET OF WALL AREA DOES NOT EXDEED i00 SQUARE INCWES. DYER RFPi Il 1/6" JOISTS 10d ~ ~ C/C SUB-FLOOR TO JO(5T ELECTRICAL OUTLET BOXES SWALL BE: STEEL OR TED PLASTID. WHEN RATE® PLASTID E3OXES ARE USED TWEY SWALL HAVE A RATING EQUAL TO TWE RATING OF TWE A55EMBLY IN WWIDW TWEY ARE TO ~E INSTALLED. FIREBLOCING: FIRE E~LODKiNG 15 REQUIRED AT TWE FOLLOWING LOCATIONS: C®Nr,13/4®X II LYL RIM 1. IN NCEALED 5PADE5 OF STUD WALLS, INCLUDING FUR ~ SPADES JOIST UJ/DBL LYL BLOCKING AT FLOOR AND DEICING LEVELS AND AT 10 FT, INT. WORIZ. AND VERT. EACW SAY 2. SOITS AND DROP CEILINGS 3. AT OPENINGS BETWEEN ATTIC SPACE AND DWIMNEY DWASE 4, AT OPENINGS AROUND VENTS, PIPES, DUCTS, GWIMNEYS, " FIRERLADES AND SIMILAR OPENINGS WW1DW ALLOW PA5SACsE FOR FI AT CEILING AND FLO LEVEL5, W(TW NONCOMBUSTIBLE MATERIALS ACGEPTA~LE FI ~LOGKIN~x MATERIAL.. tEXCEPT A5 NOTED IN 4 AIEOVE) i LAYER EA. SIDE OF . OA MIN A Fl I/2" GYPSUM WALLBOA j/a' Ca NAILEG~ iN PLACE 2 NOMINAL LUMBER, GYPSUM ER L BER, GLA55 FIBER AND DEMENT A5E5TO5 BOA OR OTWER APPROVED MATERIALS SECURELY 2 X 4 - 16a' STUDS FASTENED 1N PLADE. ,Q~ L,4Y •CALL EDGES SLOG !7J 3'<2" ~+ATT INSULATION 24" MIN. ~>a° TYPE 'X" GYPSUM WALLSOA A LIED AT RI~xWT ANGLES TO EACW SIDE OF DBL OF 2 X 4 WOOD STUDS AT i` C/C TIGWT FITTINCx OR _ WITW Ord COATED NAILS, 11/6° L®NG, 0.085 SWANK, id4' N , CtC. 2 X 4 la /D F M(NG FIRESTOP ~a4ta x,41` ~ FALL ECsES BLOCKED) I , ~ a/a' TYPE 'X" GYPSUM WALLBOA APPLIED AT RiGWT LES 70 EACW SIDE ~ ~F ~ OF 5TUD5 DYER BASE LAYER U116d COATED NAILS, 2 3/6 LONG, 0.100 SWANK ~ I WEAI75, C/~. " ~F~9i~A~D I I AiR GAP 1 STA ER JOINTS 10' C/D EACW LAYER ANO SiDE. ® a X ~.11~t71 PROYII7E BLOCKING AT MID WEIGWT, LL 9 Q F1NI5W FLOOR A5 NOTED MODIFIE 2 WR WALL METAL OR TED PLASTIC SORES °o ~L 0 ID oid O,C::3 L 0 MODIFIED 2 WR WALL 5/a" TYPE "X° CsuJB Ole 10 4' CONC. FLOOR 5LA8 L9 0 0.92 r n. r P 24' X 24" X5/5° TYPE "X' GLA55 FIBER INS. STAPLE C ALL EDGES !3L D TO ONE SIDE g I0 FT, D1C MAX. ~ ° ti GON 1 - 1®0 V 25 PROVIDE FIRE BLOCKING PER 0550 SEC. °106 WALL ASSEMBLY ®STC 55 TO 59 -REF. NGC 305 SEE CsA FILE NO 3620 FOR FI TiNG CONTINUE WALLBO REWIND TUBS WWEN ON TWIS tUALL e ~ a® " . 3t. 1 M2W 16 U1 11.1 5 °,4' GOP1P. 5H1~1CsL5 GUAM 50N H2,5 (S~EeU TRU55 TO 51MP 51MP. A35 81.KC~ TO 6d ~ 6' SIG V ? X 4 BLOCKIhiG ~ F v .q. c . 98 ~ 26 GA. ~REFINISNEC ~~z' ~RTW,41,L FIN,15N GUTTER -.ti;, ? X 6 - 16° C/G FRAMING Y.r-^ R'19 8~4TT5 t ` r~M a l~.a„~ 4 n~~ 1, ~ 4„w r '~~.,,`4 ~«Y+~W~ { ~r° RFPI RIPS JOIST d~,,.~. , fl w 51I7iNCx A5 NOTE17 t~VER r'°`~~. 15a FELT OVER '1/16' 058 WEATWINC~ tllI1H NdIUING DER ' THE ATTACHEC~ °L' SHEETS ~ , p'~:. l 4,., t'"`" - ft r e..~"x l „r ~..o V q 0 C 4m q ~y J; d0~ 0 qC,~ • q e4 WV® 6 4 ~ 0~ top i i3SN~' fl F NaN-RATE OAE K 25, D. RPENDICULAR TO JCI9T5 SNOtU~I PE PIR :I )F-C• 1 ~w LC) lu U1ALK~iN GLGSET i~ UJALL RACKET CS) } m'~ ~4" - 3~° N RAIL z x Iz - c~G o 4l 0 GARRIA~`zE5 t° c ~ I X 5K(RT (1_ s-- ~ iii RFPI ll "i18' JSTS ~ (~V~. NCJRS i 2 X ~ ~ 1~' GIG LvL NCR lU1FA ~4" m 38' NAN~RAIL GYPSUM (UALL>3QA 9' M(N. S" h1AX i x SKIRT ~U II II " = 1'-" 4 UNIT 15 51~91LAR ~frt~yjB) y V 5M. FL SNINC~ ROC>FlNCa A5 Nt~TEt7 - Rc~C~FING~s A5 NG~TE~ qg 2 x ~ - I~ ~ GaG RAFTERS a x ~ - I~' GIG RAFTERS 51MF'. N2.5 EA. TRU55 ----51MP. N2.5 ~A. RAFTER ~ 44 24' GIG 24 GIG 2 X VENT l_GGK TRUSSES O 7RU55E5 j~ IL 10 lJ O 1 2~a GA. GUTTER 2~ GA. GUTTER ~i t2~t~aFASG1A i ~2X~FA5G1A i~ C '0 CD ~ 4X1~?~EAhi ji 4X U ~~2 ~ RAJ PU1 ~ i ~ ~ ! I ; ° RS PU1C~ ! I Z > oc y 00 Y ~3 ~ 2 X ~ FRAMEU Gt~~.UP",N5 ; ~ OYU 0 ##i la I ~ ;lr i a f h11N. ~ t~GNG, SUA~ I ~i 12" X i2' GANG, PIER 12" IhIN ON 20" X 2)" k I~" FTC I OREGON 411 ~ I ~~¢h r 11r~k XP3f ; DEC- 3I, 5TR5N318 CONN~GT C2) ADJ,4GENT SIMPSON MSTG~oroB3 POSTS l4x~o~ U1/ LPT~ GLIPS a ~A. END ~I I 2 - DECK cif qqq~~ ~ I I q ECCQ~o~o UJ/ ~ ' ~ 9 ~ ~ z ~ 16 16 I i p ~ ~ OR g loo lro 1(d I(d 4 4 ~ I 8 I 8 1~ I~ ~ iii ii ~ L _ _ J BOTTOM n<.b. ---a 4' ~ ~ g i; AROUND HDR. ~ SIMPSON ~ I ~ I NUSG~I-12 . ~ MSTCG.~/oB3 I ALICzN U1/ ~T01~~4C~E I , ~1~ J~ ~ ~ S _ ~ ~A. END I I--I.D. ABOY~ I g ~ ~ ~ ~3EDROOM x; S ~ 8 I ~ AL IGcN UJ/ ' ~ I~ 2 a 5 ~ B~Di cOOM 5 t I ~ ~ S ` ~ 8 I F t 1 13 I-i r- { S kr I 2 ~ ~ ; I ~ g ~ AL ICON UJ/ I ~ 5 I 3. ~ TANDEM CaARACaE ~ ` - 3 1~ 5 S ~ ~ ~ Isla x saim I - ~ t I "5 3 13 I I ° : ~ ~ i i I I , 1 i i i \a ~ f., S s. . ~ ~ t ~ c 00 ~ ~ I I t~ ~ 5 ~3 ~ I STEEL FRAME ~ I ~OYE I~ S SIMPSON j ~ X 0 Y I (SEE DE?AILS PCs. L2.a)~ "i ~ I 33 I ~ E; MSTG~o~oB3 , SIMPSON ~ M~~a-T~19v 4) cq L L N 4J h~ ~ I FROM ABOVE e ~ MSTGro~oB3 ~ Wo) 000) ~ 9 c co I ~ _ J ~ ~ TC~o%B3 UP) ~ E.. 4.=. ~ E,4. END c 0(0 i - - . ` 5 U) 0 ~ \ WALL LINE A90vE ~ ~ - - - - ~ E ~ ~ ~ c . nt,::< 0 c t0 ,i g ~ ~ ~ SIMPSON - 1"IS7CG G ~3 4 33 ~ p p 0 Pa- L @ L4 -o N 0 i- IL u ~ 2 - SIMPSON ALICaN UJ/ t~ 4 q MSTGG 6B3 i-I.D. BELOLU 1~ 1~ l~ ~~oM ~,BOV~ 2nd 1' ~~OO ~~~1~ 2 (I~ GIN 17 873 SG2 Ft_ OREGON lb ~q' 1'-0' I,ll4 SCl Fi. y s., y , 149 SGL FT. ~ D D. SEE BUILDMCa FLOOR PLANE AND ELEYAiIONS FOR WINDOW OP710N9 AT END UNITS iRES: DEC. 3t O JSUCN360 - 5~~ax11~~ LYL. 3,~®~ OL75 ac i- Ul P 8071 FLANCaES . 1L ___J II 1i II Ir_®__~ ICI ICI Iii x d7 ® 1~~°x3~7'x6' SHEAR E C1P I t2) 5%" A325-N OL75 Ufa® i Il' .5" r4' 4" ' 3! 6 21' r ~J ' CONt 1E 70P a 13077. (1) MTEN z ) 11" .5' 4' ° ~r M } ry ~ ~ ~ I NO SCALE 1/4° 10d ~ d° O.C. 311' HOLES 13rd' LYL. BLK'~x. L550 12" O.C.. FLR. JS75. 70P PLATE. '~i" M.~. ~ 12' O.C. 3x5 NAILER tR1P 70 SEAM 1U1D7N) 57EEL SEAM ~ ~ ~ I y 5NEE7 R 1G _ FUR UTALL 70 rz ° M.~. g 2d' O.C. ENCL05E FRAME ~ ~ t~l~l~ ~ I 2x8 NAILER NO SCALE ~ ~ tRiP 70 BEAM UJIi~71~) 3 6 _ YERI~Y Q) 1 i NO 5CALE 5~~ x11~~ LYL, 4 8 11~/aXSx~~~ d A57M A36 I'm OL75 33rd^ . 1e4 U4' S ire ° ~ 2x 1C ~ i/4 .v..T. ~~a ° C~ROU7 - - P OF CONT, FT~x. - 1I t4) ~i~'x15' A.~. SASE A NO SCALE u tUlOx26 I '~1 ~ ~ I UJ ° } ° ~sd'x15' A.13. ~ 2 ra 2 ~ ~ 13~ x5xaia 16 3f9 X3/4 77P. OF 4 W10x26 A57M A3G~ SASE fE 1®1115' m NOLE5 '-0°lUx2°-b' we I'm ~OL75 ~ a , 4 D 3rd , CONT. F7Ca. 3 ~ ~ m i SEE F1~7N. 1I4 5~r2' 0 r I ~ c X %ism oNLt I ~ i ~U L L LN O Y~RI~Y o) 0 W Wo) ¢ 0 00 00{) I NO SCALE I i I NO SCALE NO SCALE C 0) 5 F) 4) (o L 0 .0 U to c N~ . a U.' L o F 1p 17904 e ORE I t Y 25 ,1~tC``!v PARES: DEC. 31, JSUAN3~aD a 10d ~ b° O.G. OOF SNEATNING ROOF SHEATHING f 8EE TY , WAL <5EE TYP. u1ALL SEG.J ~ L SEG.J FASTEN F t~EGK SHEATHING TRtl55 O END FRAMING WJ ~ e f 5EE F 1NG NOTESJ QTR UJJ WEB $d 6 O.G. IOd g 6' O.G. ORB K'G 87U DGE° AND ~ L ° 12 O.G. 'FIELD, EDGE NAILING-°° ~ MAX. 24 O.G. - ll~nl~l~i~1111111' NIO GL1PS ~ EA ~ ALL PANEL $d g d' O.G. - AND BLOGK'G CY) ER 16d ~ $ O.G. Ill EDGES. ' a. ar 2 X LKNG GLG. JST. EDGE HALING-~~ ~ z X JOIST ~ RAFTER 'S1MP50N` LS50 f5EE N07E5J EDGE NAILING ~ (SEE SGNED.J ~ d 2 X STUD WALL 2 X STUB WALL ~ SNEA?KING ~ lSEE SGNEDULEJ SHEATHING SHEATHINCs ~ 2 X STUD WALL lSEE HEbULEJ (SEE SGHEDULEJ ~ 4dJ>~ ROOF_1 (f~ SGALE: 3/4' n I'-G' ~ SHEARWALL SAIV.EOX mG~ 1=a'a~`D ~e.te ~,r' i t I I j F?OOF-4 MA~wnueavER rulL off. old. oA~' REMaw~z I I FIOOR_t s !n°APa- b° O.G. 13° OL. Sd' SPAHDARD HOEDOWN (5EE RAreD 51+r v as ut ext. wAUS UNO: ' SGALE: 3J4' = 1'-0` m 5NEARtUALL 5GALE: 3J4' = I"®O' ~ SHEARWALL G ~°y~ 1 SGHEDULEJ A U2° 6.W9. },i 1+(ALL&7, d` O.G. 4' 9.G. iS" BARK A7 IS ONE 51CE SHEATHING EAGHSIDE NAIL AuFAr~zA~aaxm tBEE SGHEDULEJ ~ X FRAMING ~ tr~• APA- iDd b` Q.G. 1~° Q.e. d5• RATED SHT'G g NOLI~OUd1 LOG. DEGK SHEATHING ~ a G APA- loa eL. I~• Q.G (5EE 8d ~ 3' O.G. f5EE F LNG NOTES) 16d NAILS d O.G. RAlED5Hi8 ` GU d WASHER D irT APA- ~ 4# REGUI6EED a AlL " RATED 54R'G 9` O.G. 9° OL. 33° PN$1.30INT5 Al NWLL+VUA'i t57AxrETtED FUNIP'b {SEE • EDGE NAILING p E RATED 5HP'G IOd 2" O.G. 6' O.G. IS° P 'R~ a AiL 0 ALL THREAD a 5T NAILING I tsEE anr~~eElaw /5 i.. A36 STEEL BOLT „~•AP~- J V IST ~ ~ ~ ~ F RAZED Sli1"G Ipd Ax REQUIRED 0 AU. ANGNOR BO T5 IEXTEND THRU J EA ztDE # a`oG. '~°Dt° "z• a"sTEli"EO1UIlWG ~ ~ L ill~llll i N~` AP;A: 45EEa#k#IBEi 01'1 _ M1N. EMBED. Z X FLR JSTS b EAEk7GP EbGE NAILING--~° ~ I 8 b RATED SidT'G IOd 7"O.G. 6°OL. 9" ANT®TW5~EA PANE7. S EE NOTES FOR EA. E~~ NAI! =VIII " SIZE e SPAGiNG) it - ISEE PLAN FOR SIZEJ uAL,.LLPLV~GDTQ~EI~r3~APARATED~TG„~. .kJ NT51'EE, OV82 GIL OF N If 3 r.y ` 415E I J5T ~AGT7 51;.s JJ YNLLS THAT MEE 11Oi FASTEPIED DIRECriY 70 7FE' PDnd'.~V,LI. 6E NAILED IN{0 PS N L550 GONG. STEM WALL I OF THREADED BOLT z7 lit >;aAeP`H~Ri~`"TO~en~®"!a°A~vaR`rrm~+TS t .d~E NL~d~~SJ W &i BU7L5 a b' C.G. pDGES. I]° OL. PIEtfl d) INT. 5 EXiF3N 76 OR ROOF SNTfi NAIL TO ROOF SHT$ I l 6✓1 7 6d~ NL✓[~ W 8D a d' ISL. S) FASTER .~T, a ELKb TO All INT. 1!i W 51t LA7 a Ib O.G. TYPES 2 X STUD WALL ° ~ ~ t'SEE PLAN FOR 512E) sro, A, z. REE SPAGihri Ta Iz° O.G. FaR rrPE c° a° FOR TYPED. z° FoR TYPE SGALE: 3J4 _ I I ( Ear. FASTEN RAFTERS vo vRU55ES ro PxTERteR ram 5~> Hlo. RAFTEPS pR 77a155E5 TO EXiE2kJR 5 rV 51 HIO 1) 6)~TioM Lfl.A E ~W.l EXTEND PAl K'yT.OF WALL FNAMIIY, TW PLATE YO SHEA i NIN°3 11 1) AN'NGR EGLTS REQUIRE 51N~0118PS19 PLATE V1A5NER B WP 6 51L6 GLATE O v.. 6J A1L F&AkiFS ARE DF°2. GOFa~bM NAit5 GAM 8E 5C95/1NiFD FOR 20% CSEE SGHEDULEJ it NAILS. ~1°" '~Y° 11 511 11 SVN. I $ HIrE Mf1l i% 57W E/4 END `}EAR PANG. ROFt N 0 ffi L ) - BEARING PLATE ue~.,uR15D+cnc++s REtAaRE TYPe °a° Traa~ ~ Ls To HA4'E MIN. SX ELATES A?at MiN. $X MATERIAL AT FRAMIKn FLOOR-4 ~1 t Gr' REGEIViMa EDGE NAaIW ivP~eu nz DnIGnwTm ~JL~ ~JO 5 BUILDERTCJ VERIFY ALL INSTALLATION REdU1REML-NTS ~ y~ ~A' 2 X TRIMMER T~ PER "SIMP50N" GATALdG POR ALL HLDN GONNEGTIONS. SGALE: 3J4® I'-O' ~ SHEARUALL ~ y - ~I~ GONGEAL WASHER ~ BOLT FNn-a MARK FASTENERS REMARKS DEGK SHEATHING G~~~ s N05FEGIAL f5EE FRAMING NOTESJ 5P, s D RF~,>~ ,~I a r 9 H08ALAG Id i 5 / t) Bd GbhR10N 10 . ~ ppqq yy++ r GALE I * N77.'2 a FD7N. 4d G' 6/°tr. SOLID BLK`G.d ~ ' M5Td0 NAll5 A7 EAGpf END E&Crii U.N.i7. ~ , ' ~ fM5TT2 (]6) Ibd COhRYJN NDBA a FDiN p 5 2 NAtlS AT EALN ND E £EL.Gw 0.NA. 1 1 i'J ~ p ~ i ~ Ibc~ GOMs $d GO ON O.G. •H1Y22' tzz~ tedslNKE~ REauIRESSSreadAZ. . `1ON T a tzJ a. 5n~rz I ~ 3' O.G. JOIST e'° i~ 5T Ei~ED DEGK SHEATHING ° s• (aaJ5D55 s5sreacAa. ° L f SEE F LNG NOTESJ REGUIRESY182®A.6. ~ Y+uoz° r~oJ SD>s °Il~ EDGE NAILING--- 'SIM 50N' 850 ~I~ ~E P L l~~ ~I ,o °ND+ox r<l Tre° eolTZ RIa,:s zsTO2a.A~. f5EE NOTE51 ql~~ p~@ py~ ~y i ' Ddr'L, JS 9 , 9✓R f5J 1" 601.T5 I-I/4 DIA X °v6° ALL THREAD ROD tl NJT AND YUSNEY tNi 8'~EDDEp t°~ n y,r~ "HDIS` END. EMEED MIN. M° INTO FT6. . ~~Q W' L'BL LVLPae,;F. tYE 8xb P05T 2 X STUD WALL °ii'IV~~jpI~`r 5P -INDIGATE55FEGIAL HCL.CMi4'N GgNDITlGM A'- ~YY'' /p 7a~ y ~y yw / (5EE DETAIL OF UIRRESFONT7ING NRSER) l~y G(°W b X Lkr'GhIN6.~ I) NAILS ARE LOMI-k7N YpG,E NAILS NNQ. EOLTS ARE Ae%17. NARDI^tARE IS 5 ~ kI V e ?1 NLDM A.8.5 LAN BE YU WP ! A90t ALL- ROD. ~ ~G ~ O.G, 91 %L sn DNZ. REa. n. PGSY u.wo, A7 HLDN REQ. a EA. EWJOF PANEd.. 00 SHEATHING l~ OR FLOOR J5T8. si "A,I.N~ 5„ PR41r5 To ~ Iic~rwlr~E F M w lirsn f5EE SGHEDULE) OIA°-SHEARS 611aaAyumaoo~ioN~TaT,+ESm°Klo°AB.aEO.INTSIE 1 ~ I c x \ } I ~ T1 FDiN. REIPF, a4 T/B IN STEM WAIL< t21 a~3 tONt. IN FT6, db DOYElS ®~4" d.G. IF ~ ~ NOT MENL%' .175dIG pG4JR. FLOOR-3 CMST72-7 - s+rN tarter EcUAI LENGm MAY zreSnnrrE Fca °cMSna° tor1ts~2003 SGALE: 3/4' r I'-f1J' ~ FLOOR DIAPN M ~-usE MIN. dx zna~ E.A. tav PANG. FGR HovN-PRO 4° ~ ieo ~ / id° i d T°T T°i ~ M~+ q A U.13G. URISDIGTaNS pEGUIRE YYPE °G' THPoI'F° RYW.L9 To . ~~f BAR GONT, HAVE MM. 3X PLATES AND MN. SX MATERU{. AT FRAMING SGALE: 3/4' I`-t~' ~ SHEARWALL I R1:GElVln~ EDGE MAILING TYPtGA1 Az cESIGNnvED . fl A 0 L L N0 41 J\ I ANGHOR SOUS 3s2 GONG. SLAB ON 6 MIL GUILDER Tp VERIFY ALL INSTALLATI©N REtX'UIREMENTS W WO) o SEE. 5GNED. FO 8 MOISTURE BA IER ON PER "51MP50N" cATALa~ ~oR ALL HLDN. C.ANNEGTIONS. m R PG G. 4' GRANULAR FILL $a~ m 3' ~.G. 0 go r~ 000) Or) DEGK SHEATHING ISEE FRAMING NOTESJ QP q)( L ® ° 0 9 IL EDGE NAILING-°°~° "d BARS ffi 9' OJG N7 >m¢rlitunll~uum TOP d BOTTOM (T can n o YPJ ,qw l~ad~$'O.G. HOEDOWN REFER OPE C ~L TO LAT SGHED FOR m~ L L -o EDGE NAILING 2 X BLOGKING SIZE d MIN EKED. ~ 4$` O.G. ~ . ~'S` SHEARWALLS REQ. 0~ L 'SIMPSON' L850 I t i LAYER OF REBAR f5EE NOTES) AT BOTTOM OF FTG. FTG TO EXTEND 18" 2 X STUD WALL PA51' EA. END OF L1ALI_ C7R TlE 1N7C~ SEE FOUNDATION F'ERPENL (CUL>~R FOR FIG. 512E G' N i 7904 SHEATHING r at7TlNC~ f5EE SGNEDULEJ FLOOR-2 REoox' JCS I - a a ,v~ II ,r~~ SGALE: 3J°4 I - ~ SN A WA O E R LL I l.J i EXPIRES: DEC. 31, O LAT3UAN36~ _ _