Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Water Parsley Lane Plans Lots 1-7
QJ XD 0 Gli E cf) 4 ct9 { t O ~ ~ d1 NO SPEGiAL INSPECTIONS ARE REe~UIRED ~ "A° UNITS ~ 1,114 S. FT. 9 BEDROOM 2d~ BATH LOTS 1 - ~ BONITA T®U7NNOM S ~ E THE ENGINEER OF RECORD WILL MAiGE STRUCTURAL OBSERVATIONS 2 ~F~ UNITS ~ 1,968 SGa, FT. 2 BEDROOM 2~i~ BATN NtU SEC 12, T 2S, R IIU, UJM PRIOR TO POURING OF FOUNDATIONS, UPON COMPLETION OF ROUGH FRAMINCa OF THE F1RST FLOOR, FRAMING OF THE ROOF AND FINAL 1NSPECT9ON IUNEN SUBSTANTIALLY COMPLETE ~ ~ LOT NUMBER ROOF TRUSSES: PLANS, SPECIFiCATiONS AND S°~F't~CTUAL GALCULALTIONS TO S ~ UNIT TYPE ROUJNOUSE CONSTRUCTION iAUJ OREGON ALTS AT M BE UBMITTED TO AND APPROVED BY TN~ PROJECT ENGINEER E ETNOD ANY DEFERRED SUBMITTAL ITEM 5NA L NOT BE INSTA D RULING NO, 00-10 DIVISION II STRUCTURALLY INDEPENDENT L LLE UNTIL. THE DESIGN AND SUBMITI°AL DOCUMENTS NAVE BEEN APPROACH. APPROVED BY THE BAIL LNG r?FFICIA CONSTRUCTION TYPE. TYPE VN lU/110DIFIED 2 NR IUALLS D L 0 IL 7tU 1a1.~~ tU 145.8ID Z EXIST. RETAINING tUALL 149.® 145,~~ t ~ i FFE 153.11 I ~ 1 dm.m....~, ~,.e ~ 1 ~I ~ o ~a a ~i .r. FFE 153.0 r ~ i ~,3 v ~ _ ' ~ 145.25 ~ ~ ~FFE 154.61 !`i rt~ ~ ~ ~ ~5J i ~ ' '~t I ! ~u~ 2 ~ l ~ j ~ ~ ~z~ ~„~,:A r4 j iU ~ FFE 154.5 fT~., ~b~. j ~IA~ M ~rvA qG} ~ ffi ~5' c fi a t.' ~ Y * `t y°' ;~~;qqqq s fks~<± se o~w w~'Lu,ad~ 141.12 154.0 ~ a,,~ ~ H ~ FFE 154.61 I Ua. r., f~ , a 9 ~4 =.~..:a:.:: ~ { n~ ! ~8 4~d~'r~4a ~ r. i'~a i ~.a jai ~da nu ~2i U ~ ~ ~w ~ ~ J l 4 SS UJ/GO ~ t a.> 8. 3 FFE 15.5 , I TYPICAL ~ ~ j 14 5 ~ ors?»~a,,} ~ 4 :.2m W1 y, ~E'.iaa'~ ~ !'~4~',~ 9. ~ 1.4,5 FFE 156.11 Its:~s„: ie,~ a~'. n. i,.: .~ut'~. Ya Se c., ~e c».,..;~ uxw,wi i K:r~dJOY~Qa I I~, A /t ~ r J"'~ ~Mi~„Co,~ b~ ,~"31~,,p~r U.1 ~ ~ ~ l ~ ~ Q FFE 156.E r 1 w ~e, a~ .b . , , 10 ~ i o;► ~ ~ 151.85 15.0 ~FF 156.1 d ' ~~'1~3u~;fi"d ~ E l ~ ~ a C 0 I~ ~ 9 i+4J*^ d~t'ro4p«m Pf1 ~ 1 -b, af~ad S s •~~„xltua 4W acs a 'I K 0 ~ ~ pP~y9 g s y ~ ~ ~ ~ dwl ir'~ r; ~i°~: a "S 4T., rjl 'fit s" ~°ii4 ;01 a ~ ~ FFE 156.0 t . i59.m 155.89 ~ d~ :~t ;f .,~..e 11 (4 [L ~ FFE 158.11 ~ ~~,,,~:~aJ !'~r6.? pt.,,~9~<I~~ ~;,~8br;~is &D It ~ ib3 Fiil;~88~~®~ rig~~t~ Fia~~~ :2,,~J ~d~ L P id didAbd~ad,r mop 0 Q ~ I FFE 158.0 ~ I ~i~~~.waw.b~. 1x3.5 15.0 °000 d FFE 158.1°1 S nci~l r~Ui;;, E~~~~fa~la~~ ar~i ~=;1sl~ ~ d U, .00 ~ ~ ~ L ~ lu.► ~ 10 p I therlr~ ~c~ions ~ ! ~ ~ FFE 158.0 r 4" RAIN D AIN i L 5{~ Le C N tiJ V 6M7 I 154,25 ~ - 2 ° ~U 15'81 15®5D D ~T~ ~ Tr .g ~ raved.. 1 U . D PI.~S Coratlitinnall A rov ~ ~CLb~ Uh`ml~TTAi1 t ~ ~ PP ed....a.,.,e.,.,° orp;~f #P~o ~ 7 d` ey 8 SS ~ SP~CB~lCATi~t~ ~3UOK ~ Y ~nrk ~.s descra6ed in. t STRiJCTUAt. ~ ~~r,~li NC9, b 1, "T l.$ FtkT€;C~3 RFPR'C Sae leiler tug FoS;ova q , ......e..,,<,..., „g d~ Pv91SC O~JN1~IdT$ Attach 4 N ~ ~Q 1 ~ ~ ~ t~c~~ Dr;tr;: / w--~--.~..~_.~._ ~ 7 1 ; !DEC. 1 6PX1N3`12 f,, OFFICE COPY 2X~vE E80A I X 9 RAKE TR1M CLG I~ORiZ. LAP 51DINC~ >[Nra FL R CLCs ci) 2 X 4 CO ER TRIM TRIM 0 Q ~ ~ s! ! ® ~ I~J~LJ~~ i i i ■■C~® ii ~ E II ; I I I r~ b ~l ii ~ I ~~d~ li i1 i~ I! FLOOR ~■C~❑ ! ~ 1~ E I~ ❑C~Cf❑ ~II rc~ae ~ ~ . ~ ~~db a e I ! a~ CLG ~~C~~ I ❑ ❑ ❑ a~ ❑l~~ ~ I li ©~~CC~ I ❑ ❑ ❑ ❑ r~b~b ~~0~ ~ 0 FLOOR ~~:a a z X 8 v~ ~ >3oA ;.I X VERGE BOARD A@ I X~ A b 1 I X 3 E TRIM CLA55 A COMP. SHINCsLES R KE TRIM CLASS A COMP, 5NINGLES CLG. _ CLu OL O ~ 0 6 M~ FLOOR FL.~G3~ ~ V CLG. ~ CLCx PRIVACY SCREENS Y SCREENS X ~ 3b NIGH RAILING ~ 4 ~ i~' NORF. LAP SIDING ~ HORIZ. LAP SIDING AIN& 61 in FLOOR FLOOR m CLCs. CLCs ~ ~ ~ ~ L R FLOOR EXIST. RETAINING WALL DECORATIVE CONC. LOCK WALL 10 Lf CLASS 'A' COMP. SHINGLES fl 0 2 X S VERGE BOA I X 3 KE TRIM O x 4m A al L _j fit L 0 0N IL Wa) 1 CLCs. LAMM Opp 4 -a Qt 0 ao >L0 0 ~t o FLOOR L 10 1, 2 X A CORNS 2 X 10 TRIM ° O~ L CLCz. NORIZ. LAP 51DIN~x F .FLOOR •p 17904 CLG. 36 HICaN ILING < e OO Vj V, 2 LOOR ~EL~N360 ~Xf~IFi~~: . 3#a 2D"-~' 2s~'-O' lsa'-/111 iD'°0" 2m1-Mp Y! „ 1D'-2' 9'°ID' 3~ WICsW CxUARDRAIL ~ µ ~ ~ ~ EXTENp MO 1FIEp 2 NR WALL 5/O X 5/O 0 D 0 SLpR I TOE E OF DEGK I r 4 X 8 HDR t- _ 4X12 BEAM _ ~ _ _ 0 ~1 U ~ ll/2X6rO ` ~ 51s~X51OSLpR 4X6T1'P 4 X 4 POST ~ ~ ~ ~ I ~ or I 4XSWDR ~ Q ~ I _ 0 I EXTEND MODIFIED 2 WR WALL B _ ~ e~+ ~ r ~ 't0 Yi' ' 11'-4' aj e3'_S+ TO EpCxE OF DEGIC A5 FOLLOWS: PRIVACY WALL ~ I I ~ I FULL WT. TO 4 ANp 36 HIGH ~ w 0 TO THE DEGi6 EpC~E I I I ~d I I _ ~ ~ ~ ~ i I- i I I elm x sLDR I I 4X6 YP 4X6TYP 6X12HDR I 'i3,12HD I I ~ 9/0X10!2 a, I ~ I I ~ VAULTED ~ I o i I 4x6 ~ ~ ~ ol 'T I ~ > I - 9/S X 1019 31 FR I I > I I ~ ` X ~ VAULTEp ,f" ~ ~ ~ I r~ r I r ~ r~ ~ CHAS ~ Q5 I m ~ FIREPLA~ X I I , 216 I I I ~ - X r~ I ~ 0 - •ry l2) 216 BY PA55 I I ~ ~ I XI TILE WEARfi Im .n I 1 I I ~ m r - _ _ _ _ _ _ ~ I tz) 310 Y Ass I cv 4x4 a P I ~ 5~d X 11ya LVL ~x 4 i s`v 2/6 i I I ~ ~ o I I i - I r ~ I I T I ~ x , 0 i u I I I _ I 19/2 X 26/0 L m m l , Q o , I~ ~ } I s [l1 I r I I ~ a ~ lu d o I ~ I~~° X Ily' LVL y' y. _ I 4 x 4 a a 4 x x`4-~ 3 a X 11 a LVL I I I (Q I- 1 a ~ ~ J 310 : 2 -0 II I o ~ I I ~ RFPI `(0 X Ilia„ ® ._RFPi 10 X 1Pia' ~ X ,°n Q ~ ~w II p~- I - 1 ~ z AN(~ . I ~ ~ 3i® ° r s I ~ F>~U I 1H10 ~ Q 6 2 -2 ~ A , W , ~ ' „ i~Pl 111/~ I I RFPI II l/8 3!0 X 5/0 5 L - 0 I # 2 X 4 FURRINCa ~ 9 ~ z ~ END UNITS m ~t FLOOR JOi5TS I I ~ , N II I I FLOOR JOI5T5 z 4XSWDR I 4 x 4 ' I~ia' X Ilya' LYL _ x 4 4 x 4 ~ ~ , m ~ 500 TUB ~ DOWN 3h Xll~a LVL 4x4 Q I ~ ANp SHOWER ~ . I I l2)3/0X5J05H 3/0X5/05H ~ Q ~ I ~ ~ ENp UN175 ~ END UNITS WITH X I ~ I i o i r i o t r I I 3 0 l c 3~ a lr o I \ ~ 11-2 4 -6 4 -4 WIl is X 11 is LVL RIM 1 a X II a LVL RIM n _ ~ 3~-6f g,.4„ 1'-5° Q WJ5lMP ITT 3511-88 W/SIMP ITT 3511-58 I ; X ~ I I u , _ ~ I , , I m I I I i4 X ilya° L ~ LVL HpR r ~ ~ ~ ro 4x6 4x4 - m ® I , ' I 4X4 f d i 12)214 ' ' I ~ ~ ® i v ~ p L VAN Y ~ I .fl I _ ~ ~ ~ I l I 9 B I a >s1 1 !4 X 3610 ( 2r4 I I I I I I I I j I ' I e I I - I I WALL FRAMINCx UNDER BAR , , I ~ o ~ ~ I I~ I I I 4X6 ~ 4x I d I ~ a I ifs` ~ 5 -6 ~ I _ i I . I I ~a X 11 c~ , C~ I DW I ~ 20 MIN. I ~a WOOD OR 5 LVL WqR I ° 0 X r2 ! i i 'INS. METAL DOOR I I ~ I 1 x4 _ 4X6 I ,r e~~ , i I "'X~ i 15/2X11/4 I I I ~ ~ I 4 X ~ ~ { i VAULTEp I r. _ I o~ i I ~'r r I s 2/5 ~ I ! I i I ~ I I ~ i I~ ~I .M.._ I U1= i } } ~ ~ 1310X1416 i 216 i > ~ rv > 3„ r I I ~ 4X4 --I - ~ -°1 1 X llya LVL HDRS iQ I ~ ~ Al °m IY 4 X 6 - TY . ~ ~ ~ r 0 s ~ I „ I r r r r ~ RFPI117/8 GFI g ; I ~ I FLOOR JOI5TS ~ !4 I I x _ x I 2.•_ X x q i 1 2/0 x 4r~ F~ I I I/6 X 6r~ 5H o OD 0 m`"1 0 ~~~I I i ~ ~ Wr4X8WpR 4XSHpR i t~ 116X6/ 5H 1 ~ ~ , I n n. % is f I I 4I0x6/~5N WI4X~ pR ~ I I~ I W/4XSHpR I I ~ I ON IL I ~ f T P~ 1 I 0 1® B I X ~ I I 13-~ 66 E~L~ ~E o r 3~ ' X lly"LVL 14 X 4 I ~ 2/6 a- ~2 7 a 4X4 ~ s ~ 4 X l0 POOR ~ i ~ ~ ~ 13i¢' X 11ya Lv s X 11 a LVL HDR ~ 0 I ~ t'J ~ ~ 4x6 4X6 ~ 0 4 a0 ' I 4 6 _ _ _ 4 X 4 1 r~ X 11ya LVL UNDER AY _ , iv I 1 iv ~ 4 6 I X 6 4 X 6 WALL LINE ABOVE , ~ 6X6' °~'Y3I0WITN1145L ~ 4x6 4x6 P nc~ ® n~ ~n Aft 00 ' ' ~ 6 X 12 GONT.HpR I 116 X 6/0 SH I 1 I ~ _ _ It6 X 6/0 H S02 5Q, FT. II I , u v u lu ~ I :W L LIN ~ V I 24 GJG ® 4J i , ~7 ~ I mx~/~5w OLt I I I r I I t TRU5SE5 , , w. i a l l. i l 2 -4 Io~II ,I L lJ W I._.; .I_ - I~ g ; 20'_®' ALL APPLIANCES TO BE UL APPROVED ! i l ! I I I ~ I I I ~ I ELECTRIC BASEBOARp WEAT TWROUCsWOUT BATH FANS TO BE VENTED TO OUT5IDE VENT DRYERS TO OUTSIDE ' RANCxE WOODS TO BE APPROVED DUCTLESS MlGROWAVE 2'-S' 6'-2' ALL CxLAZINCa TO OU AN BE p BLE p TEMP. WHERE NOTEp ll'-2° S'-10' ALL WINDOWS TO BE VINYL SASW -SIZE AND STYLE IN A5 NOTED ON PLANS 20'°0' 823 SD. FT. ALL PLUMBING ANp ELEGTRIGAL WORK TO BE IN ACCORDANCE i WITH STATE ANp LOCAL 5TANDA 5 I I I I WATER HEATERS TO BE FITTED WITH PRESSURE RELIEF VALVES OH9GON ANp 5EI5M1G ALLY BRAGEp - = 1'-0' !,`174 SQ. FT. l i t Y25 w~ 149 SQ. FT. SEE BUILpiNC~ FLOOR PLANS ANp ELEVATIONS FO WIN OW R p I3. OPTIONS AT ENp UNITS JSUAN36D EXPIRES: DEC. 31, , 16'®~® 16`-~` 1- LLI LLI a ( SV YX12 ~~HIi ~ ~ ' F',T. 4 X 4 Gt~LUh1N ~ ~ I U~ . ~ I ~ ~ iy ~ ~ 15r~ X 6r~ I I t 1 a " ~ ~ Ql m 16 I ~ 1 i t 8 ' ~ U I I 2 13 ~4 ~ W ~ - sn I ~ I PRIYAGY ~aLLS ~ cr) N I ~ I I O v ~r ~ tr I I I > I srm X 6r¢~ sLa~ ~ X s Wt7~ 5J0 x 5I¢~ J I sLn~ I ~ I 6x6 6x6 6x61 I 4 X WDR ~ ~ 4 X~ HG~R '/a 3/ID F~ I I ~ I ~as I I Fi~EFLA I I i I I I I I i l ~ ~ I I I TILE R~F'1 11 Z!~' I ~ , I I F JC?i57s t I , L ~ I 12/~ X 116 i I I ~ - ~ I t~ I I I- I I ~ ~ I ~ I I I I I 1512 X 131 2' ~ 6'-~' St~6' I'-1~ 4x4 i~/'X11/"1.YL 4x4 3 , ~ " j a a ~ ~ 4 X 4 i X it /a LYL ~ ~j s' ® 4X ~ , I ,l I I I 3 I~_ I ~ I .F F>ou Q.I3 I I co I I I , ~ I 216 ' ~ x IE Ik _ /a X 1l /a LYL ~,1 y " I ~ - 4x4 _ 1a X11 a LYL I I U 4x4 - 4X4 ~ _ N~ I / C,4s 4 X I I I FI it '118 ~ UJW I ~ OC ~ I F tJ~ ~ I ~ I L R Jc~1ST5 ' ~ FN 214 ~ ~ I ti' j. . ~ ..m o ~t I ~y~ ~Y} I I C 'y N Vi I _ I u~ ~ VI ~ N_- 1~, 4 lr,'~ X 3Is~ I I ' ~ ANi. I 2 x 4 FuR121NCx I I~~ I 1 I I 11 W ~ ~ t 3/s X II~Yg LYE. CsuE6T ~ i ~ ~ ~ L ~ ~ I 4X4 I ry I 4X I I 216 ~ ~~r~ sW~~~~ I 1114 X 1iJ8 I 51~ Tu ~ t I I ~ t I I ~ ~ I ~~a t I ~ I e ~ ~ I I ~ 1 . " e m 1 ~ 11~g LYL ~ ~ ( ~ 1 r~ X ~i ~ LYL m I n ~ r m 1 ~ m~ m I I ( J 1 ~ d ~ ~ I 1 I I ; ~ ( t I I i ~ - ~ I I ~ F I I I ! I 'n I , j H! ~ ~ I k ~ I I I { I I i 1 U1ALL F~:41'°i1NCa u>~~~ I 1 I l i ~ _Y. ITY. i 2l4 ' I ~r ~ ~ ' ( ctl I ~ 3a X11g LYL ~ I I ( 4X4 _ d - ' ~ ~ ~ I r ~ I - X 4~ ~ I I I I 2/6 I ~ 1 I i I I ,fF ~ ~ tai ~ sl K ~ ~ ~ 3~w6" I ; ` 3 1P~ o i I l d a t u I 1 ! ~/y X ilk/g LYL ~ tS1 X 13/¢ li~'g ~ ~ i J I G~ I I X ~ LYL i-i~. I I 1 / s ~ I 1 { I i I iy~ ~ 1 / ~4 X it g ~ t I i I ~ ~ LYL >a>~s I I I I ~ ~ i r I r J >a I r , I ~ ~ > u~ - I I 1 I f I I ~ - ~ I C ~ ~ ~ lm I I m ~ ~ r~ r~ ~ ~ i ® OD . I ~ ~ I 121 I 1 I ~ _ I I ~ ~ ~t n~ m ~ 0 X X ~ 1~ Y~Fi I I r\~ "a B 2/b ~ /10 k 14/~ I ~ I I X 0 0 I ~ i 2/4 r ~ I ~ ~ ~ I ( X X~ I I I oN 0 I ~ 1 I i-° r ~ F ~ 1 1 ~ I ~ I I ° I ( r I _ I , ~ 2/6 I ~ I e I 1 t I i o0 ~ I I I ~ ~ ~ I fY I 4 X 6'S - T~"F'. I _ I I IY 216 4X8W ~ L u2 I 3~/'XI~"LYL 4~X4~ 4X4 3~z'X11~8'LYL ~ acs p oo 00 ~ 8r~ ~W.1~C~~i~ 4 X z e f, w ~ 4 X 6's C~ X 4/s~ I ' ( ~ ~ lad" X Ili/a° LYL ~ 4 X 4 ~ - I ~ V6 X ~al,D JW # 61 X 6 ° ''L__ ~ ~ ~ 116 X 5/ 5W 0 r~WrU®X~r¢~s ~X~ 4X ' 0 4r~X5I~sW 5'/z"X11~g'~ L ~5 4X65 4X~WD~S I ~ { 1 V I I I ~ X 6rr~ sW 1r X 6r~ W L ,oD ' ~ (X~ 24" ~!C ~ I k I 1 4rG~ X 6/~ SI-1 ~4 tr4 Tp _wc I ~ I y ~ V I'°.u J~~ V 1 4 ............y, L....... ~......I _......I......~.......~........ 1~''6' 2,41 12 ~2 3"-l~' I ~ I ~ , I ~ ~ ~ ~ i2'-1~' 3'-2" 16'°~' I ~ ` II!I~~I 'i~~ '6-~ I i t3,1 x '~~a " 659 sQ. F7. 62~ 8th. F7, 1~ -4 5 -8 16'-~" ORMN 1I II 'p 82 sQ. FT. = I'-P~' 1,368 FT. Pl Pt s: D C. 31, JSUAid36~ _ s 132 cA 20'.0" 16'-0" 16'-0' 20'-0" 20'-~° 20'-Oa 2O'-O" i e ~ 8i-~a S'-~, 8°-~~ 10'-~" 10'-(!7' 10'-0' 10'-0' 1®'-0" 10'-0' 1®{-(Z1' 10'-0' r 10 -0 10 -0 n n n I~ n n 11 II 11 it 1 li LJ LJ LJ LJ LJ I I LJ I I LJ L II 11 II II " I i t 1 1 I i r$ ~ ~ a~ ~ zBl~t I 1 ca ~ I ( sa ~ I I ~a1~ I I sa1+~ I 1 ca ~s I I ~ tt1 } ~ t`3'£~ i! 11 L~ I I i i ~16~ #~o I i I I c I Ii II I1 II I ~ , '9 ~ 0 C" I I I r____ II I r.__-___- r____.e. 1 r___.~__- 1 I I ~ I I i t 11 I I I I I I I I I I ~ I I I 1 I I I I" O S A WiTH I I 1 i 4 i i I I I I I I I I 1 4 GONG. FLO R L B I 1 I I i i I I I ! 5H 0 MIL. ~ AGK i i I + y ~ i BERME vER L i I i 1 I 1 I I I I I I POLY V.i3.OVER MIN. 4" I ! I 1 i 1 i 1 i CsRANULAR FILL I I 14'-2' l'-0' I I 3E+'W X 30°C) X 84° FTG I 11 I i I I D2 I I D2 I I i I WIC4I.4 BARS 7 8 B i i 1 I I 0 O i I I _-__r I I ~__.-__J I 1 1 r-----`~ I I I I I r- 1 r- I r- I 1 I I i I 11 11 1 I 1 i I I I I I i I I i I 1 I D® i i 1 1 4 I 1 I I L~____ I I I L_____ I L_.____ I L_-___.~ I L._____~ 1 D' l I I I I I O ~ D? ~ 1 I 1 D2 A I} I I I i I i I, 1 O i I i I 2 i A I ) I 1 ~ 1 1 .1 I i c° I ! 12"-2' 3'-I ' 15 $ $ d 1 I I I I m 1 1 I i 1 i~ I I I I I I ® N I I _-J I I I 1 ~ 1 -__1 I I --J i i i } ! 1 cv I I ~ I I I I I - I - ~ @ j` __J I __J I i _ r ~ i i , 1 I r- r 1 r~ ° i i ~ I ~ I ~ i " " j I I i I I - ~ ~ ~ ~ I I -^1 1 11-2 4 -6 y 1' 1 ~ t 1 I ~ Q ~ I I 1 I ( I f l 1 I r I I I I I I I ! I I I ( I I I I : , 1 1 ~ ~ i( I I I ~ I I I I I I I I 1 1 i i i t I I i t I I ~ T ~ I I m I I I I i I I I I I i I I I I i I I I 1 I I I I I i ~ 1 11 A i I I I l i l I I i i I I I i i I i i I I I 1 i 11 I I I I dJ i 1 I I 1 1 i I i j 1 1 f 1 I i I I 1 I I i I i I I i i I I 3 I I I I I I I I 1 I g i I 3 I I I i 3~ ~ D2 I ~ ~1 f ~ 1 ~ i ~l ~ 1l 1 I I I I i I I I ___J " i i __J ( i I ' I I 1 I I I I __J I I 1 r___J I I i r___J I I 1 I I I ~ I 1 sh i I 1 1 I I I I I ----"1 I I i I I I __--r'1 11 tU I I I I I 1 I f 1 1 f~ 1 i B i I I I I I I~ 1 i D2 I I I I i t I I I I D2 I i i I I 1 I I l i I I b I I Db I 1 I 1 I I I 1 l I I I i i t I i I i I I I" " I B I I I i i I ~ 11 i I I I D: I I I I ~ I I I 1 1 I 1 1 I SWX30DFTG I 1 I 1 i I " I , 1 i I I i I 14 ~ I 1 i t 7 ,1- I I I I i. 1 1 I I I I i I I I { I i I I WK5) 4 AR5 I I I I I I I I I i I I I ~ 1 1 A l i 1 I ~ I I I r- I I TOP k )30TTOM I i 1 I I i I 1 I i I 1 I I I I I I L____ _ __J i I L__.__ ____J I I L_____~.___J I I L_________J i I I i L__-__-___ J I I L_____~__~ I L-___.~___r rJ 6 _ I I I 1 i3LOCK OUT FOR i I 1 I I I ~ 1 1 I I { 1 I i ® 1 ( I ~ 1 I ~ ~ I I I I 1 I i ( 8/0 DO R I i I ~ i L__..._®_ ~ L.__®I_ L___J L ___J ~ L____a.....J L______J L__..__,_._ 1 1 i____®_.___..__ ____J l-i i I- I I P I- I! 1 1- 1 1 1 11 i I i I V i I 1 I- I I ~ ~ I1 " II II II I1 I1 it II II ii4. li 11 II®____ II II 11 " COLD FTC AND 7HICIGE D EDG AT PORCH " ~ " ~ ~ 1"- ' 8'-i0" 11'-2' 8'®10® iI'-2' 8'-SO" li"-2" 8'-10" Il -2 8 -10 10 -4 5 -8 10 -4 5 -8 I 2 n 20'-0' 16'-0' 16°-0" 20'.0° 201-0" 201-0' ?OI.00 1 132'-0" 10 i I e ca 81 nca ~ ~ O m ON ll~ Q W I ~I A~ i L L 1 ~'I L Asa" = 1'-0' " ~ 1 18 X 18 X 24 2 4 BARS EA. WAY 0, >I 4n. acs p acs > L O 2 24° X 24" X 12° 3 ~4 8AR5 EA. WAY 0 3 30' X 30" X 16" 9 "4 ]BARS EA. U1AY CO V 0 L ALL FOOTINGS TO REST ON FIRri UNDiSTUR6ED SOIL CAPABLE 4 36' X 36' X 16' 4 "4 BARS ~A. WAY OF SUPPORTING 1500 P5F r CONCRETE pESIGN STRENGTH TO 13E AS FOLL m 5 4? X 42 X 16 4 4 BARS EA. WAY L Lo BASEMENT AND FOUNDATION WALLS NOT EXPOSED TO WEATHER: 2500 P51 BASEMENT AND INT. SL ON GRADE 2500 PSI WALLS EXP05ED 70 WEATHER: 3000 PSi EXT. PORCHES d 57EPS, CARPORT SLA85 AND GARACsE SLABS: 3x00 P51 PROVIDE 2 X S'RE55URE TREATED MUp 51LL WiTH ANCHOR BOLTS AS NOTED ON FOUNDATION PLANS w C ..GIN h t OUGO 25, +4 , A f PIII S: DEC. 31, FPAIN3l8 uj 132'-1~' LA U4 7 2s~'-O' ItrCi'-~' #~5'-~' 2P~'-O' 2f~i ,.~s ~ ~ r e 2s~ -fit 2O -~i lYJ'-♦~' I~'®~' G'-YJ' CJi-L!/' 8'-O' ~'-K✓' I~'°~' €~i-Yd' lO'`¢~' €YJ''S~' 1O'-~e 10'- ' 1 1 1~ 1-- .v ~.~....._®®v.®. ~.®_.,.®_...~_.v~ v.m. ®.®.®...wv_. I _ I 4 k 4 P,Tm GOLUMN ( ~ ~ d! ~ I I 61 ~ ~ ~ ab~l I . iA } ! I >9 } I 9 , ~ ..gym....... . ~y3 O~ ....,._a. _m. T. 4 f i ~'1 ("a i`s I' 1 L L L ~ 9 ~ ....r 6 ' n.® 8 UN T "A" ~n UNIT UNIT UNIT UN(T UNIT UNIT „ ;r, "4 ~ - - ~ ~ / -®r _ _ _r _ _ _ _ r _ r r f 1 1 , 1 I I J I ' i i f 1 1 1 1 OC - - ~ - 1 - - r ~ _ _ 1 , I 1 t I a ~ _ _ a s a ' ~ o , Tr PO R 1 a 1 1 ' T~ qq o I PO FO P© , 1 1 I i I 1 1 , 6 I , a_......,.~~,.. i 1 i , , ,4 ® ' `i!,T rl°9`t r ~;,T i!®I~ ~ i , v€,',~ 1.1°°I°# ' I- i T. f^"!~i`f Itl , 3 T Ijl~!~f , ~ I~ _ I !I it €LI,I 1 E3 i. i Ei li i` ! ; 1 E ~ I , I I! ~ 1 a I 1 ~ a N i, €~I~€1 € #d E1 ,1 l~I, ?I I,E I #i I€ igiji I , , I ,°P .~I iil I l 1 ~ ,III II ~.1.;L il!1 ~ _ rIE3 li !~?L iI;! I; ~ ~..i.LE €I11 II ~ 1 :I ~ ii + a~ , 1€!I II II !I I! II E1I II ;!~i k i#1 €s ;T~? I i€it #E !1 II 1d III ~;€II E! I! Ei II I#i I,ili II 11 I ill I lilii jl i~ ~<<~~' 1 1 Q .~a.. ~.x_~_E_€_;-1..#.~.. _E"i..~`I-;--}1"-€-Fi•"€ t"I-€-i-;r-f1~'i-€-H-I- -E- t-tl-t-1-I`t-!3--r1- ~E .i. I I ~1 , i . I I , l;, , i € I , , r t ' , I , `tt"~ i~t`9~1 i'T1' t` ~ , t"t"3~'1'i`ii"~~ , i `~`t"t"'"1"'Y1`!1't'iith' .....i~ ~.L.l..~-.:.~..~L1... _EWI~ is...#.,...,-F ~ L.,!_ _~.,#.JW3 ~.lL! i,.,°..),._€_ _I,tL.i.!...L~,..i.1.1i..L~ i { pj ~ ss ~ { i { ~ i, , { ~ ~ t ~.LLlu{~..4 i.L,i~ L. 3,.. i... t-1...]..a.~~.~.. 6.~. .«~i.~L,i~1-1...i ~.L L. it EI II ;i 11 IE i II 1. Il .E it f a II IF II #i E i ik li E; it ;I I. !I E! li lE ;I .f ~ #9 it l; !I #3 ~tl ;i II #`i #1 ;i r-,I . ~ Il'-2° 8'-lO' lO'-4° 5"-5' lO'-~4' S'-8' ll'-2' S'-Isa' 11'-2° 8'-9O' 1P-2' 8°- sD' ' M 1 II -2 S -lta 20'-®® 16'-O' 16'-O° 20'-~° 2O'-O' 2®'-~' 2O'-m' n 1, 132'-0' U a o nc~ a x I I qq 11 I ~8 ° 1' 0 5EE UNIT FLOOR FLANS FOR FLOOR FRAh11N~a 8 5EE 'L' SHEETS FOR ALL SHEAR WALL LOCATIONS, SCHEDULES, n n d ® ~ ti o 1~ETAIL5 ANl7 SFECIFIC,4TlON5 UO VU d 4 o~ a iN z, 17 y 25. EDfP# RES: FFA1N915 f-- %hlj (j) 13?'-0" i 2O'-~° 16'-~' 16'®~' 20'-~' ?sa'®~" 20'-®° 20'-~" lm'-?" 9'-IUD' 10'-?" 9'-10° I¢I'-?° 9'-1D' 1O°-?" 9'-4O° IO'-?" 9"-1¢~' 1~~'1 S f~ ,l } > C, ~ ~ p 1 0 ~ ~ - l ~ ~ ~ ~ ~ ~ 1 1 1 1 1 i 1 I 1 1 1 I I ro N 1 I 1 I i 1 i 1 1 1 i 1 t 8 1 1 1 i I I 1 1 1 1 1 1 t ! i 1 0 1 _ .~.®._,__.~..._.a,®.. d_._,_~._,,,~~,e,.®,...® A. I I ~ L3 ._.o._®.,_..a.. 1 I ~ D3 it ~ e ' P i I I ® ; ~ i 4 ' i j ~ u a E a n u u I ii a { it i ' l u i t l ~N17 A ~ ~INI~' i ~iN1`t ~ , 1~NIT ,4 , t~Nl1' ~ 1~N1`~ >4 , ~IN1`fi ~ . j 1 ~ ° t I i i 1 _ v I i I ~ a ; i i l { I E ! I ~ I i ~ E I _ _ _ _ _ i I ❑®I I I I I ❑ I I I I I I I I I I I I I I I I I I I I I I I I I I ~ I ' I I I I I 1 ~ I I i J- ~ _ I I 9 I I I I I I 1 I I I I I I I I I I I i I I I I 1 ~ 1 I ~~ri i R15 HICxN DENSITY INS. IN ? X 4 FRAMED BUILDING S T ~ TYPa ~ ALL GOMMON u1A L SETS .-ate I ` 20A1®pnN I~t®Jlll I/!. i-/A1 +9 JAf ®e9~A %/pi®/AN °IMtl-/RR s51R1-~f all 13?'-m" ® CCD 0 ® an~~ x ! ON IL 0 it li d 1 I~a+ - I ogo 2 00 a 5EE UNIT FLOOR PLANS FOR FLOOR FRAMING 5EE "L' SNEET5 FOR ,ALL SHEAR UTALL LOCATION5, SCHEDULES, 0 0 DETAILS AND SPECIFICATIONS Woo U LgID N all L lJ o F C, r t OREGON J~, h DD.~ ~aNil EXPIRE : 0 .31, FPA?N37,5 s Ul I9Z'®PIJr 20'-0' ~ d'®~✓' ~B'°X✓' ZOta}~9 °f/plwpy~fi 6 p~& p 6Kd Yd Z0 'KI 10'-2' 9'-i,0' 10°-2' 9'-30' I b ~ , , , , 10-Z 9-10 10-2 9-10 f0-Z 9-10 v e`ti 9 } R15 NIC•sH t~EN51TY lNS. IN 2 X 4 FRAMED ~UIL~ING 5 T ~ DI T7Fa. ALL C®Mh1DN WA L 5ET5 ~ ; ~ ~ I r Y c. i ,4. I'. J . (:::•::':•:::4' { 1 'E P 1'~' r .r.: ` f:•: ~,1~:~~~:;~. fs;S Y. ~ 1 : I ~ . i ~ i t L~ `~1~ i # s . i 1 ~ ;'•t J .:7 i,t•,: ' ' / ° . is l i 7.~7.',. i r 1 i'." . t L i °l 1 1 i E # I ~ i I 1 r r 1 ~ ~..a ' dd • ~ i'.... 1 1 t ::ii F r:'~ 1 r?$i' ~z 1 s' ~ i i i 4~~' gg ~ 'p'. :.g t t i 1 it ! a 1 i t t ,t,. i i .~'d # i l I l `l r 4•~ / (t ) 1 S t~.' ~ I Jf t 1 i ' ~ I 4{ ~I 8 t a::: f+ t ~t J 1 I / a,,,... 1 ~ t 1 8 ~ ~ ~ ~ ~ ~ ~ , f r r I ~ r i / e ~ ~{~i 1 '1 ~ ~ l i 1 ~ % i 1 L :•a ~ r 1 I 1 ~ r r ClG ~ r •:,::a ~ t ~ I l ;:i 0 5 l I ~t r I t ~ a :.:f 1 1 i ~ ~ + ® a , Z4 C ,:~Z4 G1~ CJ~ Z4 GfG ~ , `~i' 24 GOG t GI 2~' ~r~~ p~'C~+, TRil55 5 'R1d5SES ; 1::,::r.:: I:r°:....~ iTRIl55E5 ,:.j., TRii55E5 ~ T U55E p Ct°'r:fi~ a:o TRi155ES ~i.,:,.'a.:i:.. . r~': :'i ;i. i ~11: , .t.';.".', rp.•,~ r u ...}'.',..t.:.. '.:',C;,.'.t.: II p t ::~ar:.:..;:d !I q ~ ti.~r.., 7., . . NIA' ~ { i ~ '8 4 f y n a, I1 Y' :ra C P rd r ~ r ~ , , # i , , . , i P' Y . ~ 1 M... , ~ ,J I V ~i ~ i! / # 's~ 20'-iN' IYJ1°Kd' 161w0, '~~~®/)lB I ~yY I /~B i A YY✓✓ G0 °Yd bKI `W 6Ki °Yd 192,-0' ® 0 x 0 N Jt, 10 .00 II {{i8 a I O'Lo 0 x'910 0.92 SEE UNIT FLOOR CLANS FC7R FLt70R FRAMING lJ n oC 6EE 'L' SHEETS FOR ALL 5F#EAR UJALL LOCATIONS BGNEDi1LE5 ~ETA#L5 ANi~ a~ECfFiCATIONS 0Yl~E ATT#C YENT#LAT#~#r E'~idAL 1'O #f9~'0 ~ ?'~dE ITT#C ,«^REA !'~:#TN AT LENS`. 50.0~T C'1~'~iEAR T#~E R!#GE i:J!"~# ~rLa~hii;.I° ~'iT EA'S OR C~A~LE . FIRE ?.~RG'EhYT 61!` ' ~ , i; ~ E „1~+E ~ MCA 4FlE ~ r-#R .JALI,~, 17904 'f 4~y (R iM ES: DIEEC. 31., FPBIN918 . MIN. 235 GLA55 'A' COMP. 5WiNGLES OVER t-- roe 15".FELT OVER ~~z ° PWD SWTG. b4 ` DECO TIVE P.T. 4 X 4 r ~ F' ~ 5'-Sa" MAX. SPACING F---1 X 2 RAKE TRif1 ~ ~ ~ ~ , ; 's l t i i °I i , z X ~ VE E BOA t ~ 1 , i ' I { i i ~ ~ ~ 24 /C TR 55E5 ! ' ~ 3 ~ i ~ ~ ~ ; ~ ! ; ° SM FLASHING E ( ' 1 1 I i ! ' I ~ 1 1 I I ~ p ~~a R ~6 BL iN5 ~ ATIO I I ~ cv r i ~ I I t0 cts { ~ > . 51DING OV 15' FE T u~ ° ~ X lO WEADER ER L U! OVER 1116' 058 SHTG. -..1` ~ Ir2' GW;3 FINISH ~i ~ Z X lO FASCIA 12 e SIDING A5 NOTED OVER BEARING PLATE 1 * 6" ~ 5 FELT OVER 1!I 05i3 SWTG. ~ ~ PITON ,J FINiSW F OO OV li ' A TIG $ L R ER 2 P R LE BD. U 1 OVER 5ie° PWD 5U8-FLOOR OVER "t ` i RFPI 11 `ft5° FLOOR J015T5 ~ ' ~ j TYPICAL EXT. WALL: E---SM FLASNIN~S . , _ 2 X 6 - 1~" GIG FRAMING ' W1R-21 BATT INSULATION ROOFINCs AND PITCW } t2) T~e'~ BOLTS 1 AS NOTED Ai30VE C2J pie°~ MACH E 5' X 3i~'2° X 9' L " j Z X lO ' 16 GJC J ISTS BC7LT5 WNJASHE ~ 2 X IO DECK JOIST 1~2" GWB PNISN 4 `i,y 0 I ' € ~ I DECORATIVE P.T. 4 X 4 FINISH FLOOR OVE 1~"' PA TIC E , 0 I 'I ~ 5'-~' MAX. SPAG1N~a R 2 R L BD OVER °~a' PWD SUB-FLOOR OVER ~ ! it OL O 36" Wi W GUA AI WITW - 2 X S ACE D GK i~Pl 11 1l5' FLOOR J015T5 ~ A R WITH 2 X S'S G R L ~ P D E 5EE FLOOR PLANS AND If2' Std, STEEL TUBE STANDARD5 OV]°R 1 X 5 lb' GIG `s AN AI 5. 1' S V S ~ 41i' G/G GK JOISTS ELEVATIONS.. D R L Q. ERT 2 r- DE I 514 X S TRiM 2 X 1® FA5G1A R25 WATTS 4 X 12 BEAM..-,, I ,pG~ll I ~ ~ 1 4 X 4 A5 NOTED -'""W~ ! ! I~2' GWB FIN15W STEEL F E WITH J' - i W10X26 STEEL BEAM C~ 5EE 'L' SWEETS i EXTEND MODIFIED 2 WR. WALL ~ i TO EDGE OF DECK 11 O$ ! IEUILT-UP COLUMN - ~ ~ L ~ ; t2) T'a"~ MB. tll/2' X 2' X li4" P.T. 4 X ~ COLUMN 4" CONC. FLOOR SLAB OVER 2 X 10 8L BEARING PLATES iN LINE WITH %~5E IMENSIONS A OVE W151MP. EP844T 6 MiL. PO1~Y V.B. OVER PO5? FOR MIN. E D B j,. MiN. 4' GRANULAR FILL ~ 5 O OF. 6 BAYS ; L PE ~ la 1FT TO FRONT 1 i LA~ ~ 4 '1 V iS" X IS' X 24" FTG ~ . ~ d '~M..... '4.....~ " to 1 I I~ ~I~I .TA~LE23-Ii•E-11991U II iI 11 II cONNE~riON NaiLiN~ ' CONNECTION NAiLiNG ' Irm I. SILL TO J015T OR GIRDER, TOENAIL (3) • ad 26. D 5T TU PANEL5 AND PARTICIEBOA UNIT 15 SIMILAR ° tl 2. BRIDGIN.'s T® JOIST, TOENAIL EACH END (2) - 8d SUBFLOOR AND WALL SHEATHING {TO FRAMING) p 3. i° X b' SUBFL OR LE65 70 EACH JOIST, FACE NAIL !2) ~r~° LESS gd ° `~.i- 4= x 4. WIDER THAN 1° X b' 6UBFLOOR TO EACH JOI6T, FACE NAiL {3) - 8d 99/32' - 3/4° Bd'OR bd ° 5. 2" SUBFLR TO JOIST OR CsIRDER, BLIND FAGS NAIL (2) - Ibd V6' - 1' Sd' O N I b. SOLE PLATE TO JO1S7 OR BLOCKNG, FACE NAIL ibd ®Ib' GdG ! 116° - i V4' 10d OR 9d T. TOP PLATE TO STUD, END NAIL (2) • ibd C B. LOOR-UNDERLATMNEN7 (TO GAMING) It 8. STUD TO SOLE PLATE l4) • 8d TOENAIL > (2) Ibd, NAIL 914" AND LE55 bd' 0 ~ 9. DOUBLE STUD, FACE NAIL Ibd ~ 24° G/C 1/6" m gd ~ 10. DOUBLE TOP PLATE,FAGE NAIL ibd ~ ib°GJG r Ir8° ®i I/4° i~a'oR ed~ TYPE V NON RATED GON57RUGTION WITW MODIFIED WEADER5 OVER EXTERIOR WALL OPENINGS TO BE 4 X 5 c 10, Im DOUBLE TOP PLATES, LAP SPLICE S ° Ibd 2T, PANEL 51DING dT0 !NG) 2 NR MALLS EXCEPT WWERE NOTED OTWERWISE 11. BLKIPCi BETWEEN J®95T5 RAFTERS TO TDP PLATE 3 - ed ~z' LESS bd' EXTEND RATED A55EMBL1E5 REWINDS ITS, POST d BEAM FND TO COMPLY WITH U.B.G, SECT. 2516 0 2¢~ 12. R1Pi J015T TO TOP PLATE Sd g b°GJG 51S' Sd 13. TOP PLATES, LAPS AND INTE CTICXdS, FACE NAIL 2 -Ibd 26 FfBE O SHEATHING' STAIR STRINGERS, FIREPLACES, SHAFTS, TUBS ETC. P VIDE D T5TOP5 AT FLOOR AND GLG, LINE AND AT 1®' 14. GGNTINUOU5 HEADE TO PfECES + ' A R, Ibd ib G/G AL E EDGE lrz° ~I GA, ALL EXPOSED PLYUIOOD TO BE MiN. G-C EXT G DE NORIZONTALLI' AND VERTICALLY lAW SECTION 10;3 055G 15. CEILING JOIST9 TO PLATE, TOENAIL 3 - sd bd" ALL OTHER PLYWOOD TO BE STANDA GRADE Ise 4 2nd FLOOR INT. BEARING WALLS TO BE 3 X 4 - 16' GIG 0 um 0 8C~ > p { ~.o ib. GGNTNUOUS HEADER TO STUD 4 - ed ~b GA.' ~ n PROVIDE ATTIC VENTILATION Et~UA TO 1l. CEILING JOI6TS, LApb OVER PARTITIONS, FACE NAiL 3 - ibd 25!32' Ml GA' PLYWOOD NAILED UJi6d 6 GJG ON PANEL EDGES L 1/300 OF THE ROOF AREA to L to la. CEILING J015T Ta PARALLEL RAFTERS, FACE NAiL 3.164 sd+ AND 12' GIC ON NTE EDiATE SUPPORTS WITW AT LEAST 5O~® PROVIDED A7 TWE RIDCxE 19. RAFTER t0 PLATE, TOENAIL 3 - 9d X16 GA.' Ot7 5 i° BRACE T® EACH sTUD AND PLATE, FACE NAIL 2 _ HORN. STRUCTURAL MEMBERS TO BE MiN. "2 DF D R ,WINDOWS AND INSULATION TO BE IN ACCORDANCE WiTW 29 INTERIOR PANEL9NCs 2nd FLOOR TOP PLATES ONLY - *2 DF ENE Y GOMPLIANGE F'ATN ~I COD F- CL 21. i X a SHEATHINCa OR LESS TO EACH BEARING, FAGS NAiL 2 m Sd tr+ w 22. WIDER THAN i° x s' SHEATHNG T EACH BEAR9Na, FAGS NAiL 3 - ed , ba' ALL OTHER PLATES, BLOCKING ETC, TO BE MIN. ~ 3 DF ENTRY DOOR5: U®0.54 FLAT CEILING: R-38 23. BuILr-uP GoaaER STUDS ibd g Ib" G/G STUDS TO BE STUD CzRADE WINDOWS: UrO.dO SLAB EDGE: R-15 24, BUILT®UP GIRDER BEAMS 20d g 32° G!C AT TOP AND BOTTOM WALL INSULATION: R-21 ST RED - 2 20d AT EA. EACH SPLICE 25. 2° PLANKS 2 •Ibd AT EACH BEARING 1 , 4r !7 'p 1. COifi 90N OR BOX NAIL9 MA7° BE USED EXCEPT RE OTHERWISE STATED 8. R051GN RE515TANT F li°ks NAIL6 W1TN llib° INCH DIAMETER HEAD 2. NAILS SPACED AT b' G/G ~ EDGES, 12° GJG INTER"1EDIATE Ior3° (NCH LENGTH FOR ~rz` SHEATHING l~ri° INGN LENGTH FOR SUPPORTS ESGEPT 6° C/G AT ALL SUPPORT6 W4-IERE SPANB ARE 48° OR MORE. 25132 INCH SHEATHING G ING TO THE RE~l1REMENTS SECTION 23049 FGR NAILlt~"x OF U10OD STRUGTUIRx1L PANEL AND PARTICLE80 9. GOO61~1 S15TANT STAPLES WITH NGMINAL Ttlb INCH C AND 1'rn INCH DIAPHRAGMS AND SHEAR WALLS, , R TO SEGTIC4d5 LENGTH FOR ~ra° SHEATHING AND 11~p° INCH LENCsTN FOR 25132' INCH SHEATHING ~ OREGON t 23153,3 ABD 2315,4, NAILS Ft7R WALL SHEATING MAY BEG CY°!, X OR CASING G RMINa TO THE QUI 5 OF SECTION 23049 3. G GN OR DEFORMED 5H 10. PANEL 5U RT5 AT ib !HONER - 20 INCHE6 IF STRENGTH AXI5 IN THE LAG DIREGTIOr1 t L',y 4. C txd OF THE P L, UNLESS OTHERWISE MARKED. GA51t~a FINISH VIALS SPACED 5. D D SHl~4G b INCHES GN PANEL E ES, 12 INCHES AT INTERMEDIATE SUPP 5 . b. CORROSION RESISTANT SIDING OR CASING NAIL6 FORMMG TO THE il. PANEL SU RT6 AT 24 INCHES. CASING F FINISH VIALS SPACED b° ON PANEL REOUIREMENT6 OF fiEGTlC~d 23043 EDGE6,12 INCHES AT INTE DiATE 6UPpORT5. 7 FASTENERS SPACED 3' G!G ~ ED!xES AND b° CiG iNTEPo`1ED(ATE SUPP S 1~tE9 EXPIPES: J5XIN315 2 X 6 - 16' CIC FRAMING 2 X 6 R.T. S1LL U11TH Ara. AS NOTED FIN. CSR E IIa {I * RARTY WALL - s~E ~ ~i 4 UNCOATED REBAR DaL P.T. 2 X ~ SILL DETAIL ON D2 v M1N. fl) PER BLDCx. LAP ~ {1 2 X 6 PT. 51 UJIT _ U1rA.~. A5 NOTED X d~ ~ 2 X 6 P.T. 51LL U11Tw MIN. 12 1F SPLICED LL w _ y A.. AS NOTED _ ; AB. AS NOTED CSA E SLAB ~ ~ E ' a ~ ~ 06189 I X *4 vERTS ~ IS' GIG ~6 ~ ~ ~ I ~ ~ {l A A S * ~ ° l{{~ ~ ~ CS R CSE LAB ~ woRIZ. BARS 16 G1G ~ o all ~ ~ II R15 R1Ca1D INS. l Ri5 RiCslp iNS. *4 wORlz. BARS ~ 16' GJG j " r ~ ~ * p ' ~ *4 VERTS g IS' C/G *4 YERTS ~ 18' GIG ~ 4 wORIX. BARS ~ 16 G/C I ~ ~ v l{ _ (l 1 _ * ~ N {I 4 vERTS ~ 18 GIG "4 wORIZ. BARS ~ 16` G/C ~ ~ ~ a1 i ~ ~4w.... 0 4 0 Npir m !i1 N a li ~ qmr- t 27 *4 BARS G NT. * t 2J *4 BARS C NT. ~ m 111 4 X 20 LONG UNCOATED BAR w 15' MIN. ONE REQ. EA. BLDG. 15® ~ l21 *4 BA CONT. (2J *4 ~ R5 CONT, 2~' ' ✓W` IL O IL 3%' = I'-m' I I ALL STEEL REINFORCING Swou~i IUJA ASTM A61S: G E 60 2° GL REBAR °N' LAP ~S DIA. ® UJ/REBAR 'M' 2 X 6 - 16' G/G F M1NC~ ll 2 X 6 P:~. 51LL IUITN . AS NOTED F1N. GLADE . ~ ~0 g . l{ 7EEL FRAME 1{ 5EE 'L' swEETS DRIvEWA1' OR a BAGKFILL u1ALL WITw GARACxE SLAB {l FREE DRA(N1NCs G ULAR *4 BARS ~ 10' MATERIAL II {I a a o 0 0 0 ~ REBAR 'M' U {l , i- S c * ~ ~ s' ~ PERF, PIPE II 4 vERTS m 1B GfG WI;SILTER FABRiG 0 {q {1 ac a x Iwo wORIZ. BARS ~ 16 GrG *4 BARS g 16' G/C FLOOR 5LA8 ~ *4 BARS 9' C/C EA. ~A~° REBAR `09 m 0 d ~ Q Q Co ~ I ~5 z II _ ~ ~ ~0,W, ® ~ ~ ~ II . ~ ~ GLR ~ 4pOf n r a A L Q ~ it G ups A N ou~ B II II d d a -0 ~ (3? 4 B R9 C NT. TOP ~ BOTTOM 30' 17 41 L . w Ws A G B BAR 'M' BAR 'N" BAR 'O' 4'-4' 8' 8" 8' 2'-0° ~ 16' GIG *4 ~ 18' GIG ~ 18° GIC OREGON b`-4" b' 109 10' 2'-4' *4 m ' G * ~ * ~ ~ ® i8 rG 4 15 GJG 4 15 GIG 9/1 l _ 8 7y~y 7"-~' 8' I'-2" I'-2' 3'-0" *4 ~ 16' C!G *4 ~ 16' GIG *4 m 18' GIG h`~y J/Y D. r 17. V .37y 9"-4' S' I'-b' 1'-6' ~`-0' *5 ~ 9' G/C *4 g i8' GIC *4 ~ 1S` G/C 3s ° ®1"-0' CONCRETE Fc: 3000 PSI (1I IS° ~ 'A' ~ °i3" UN1TS REBAR; GRADE 60 EMP wt: 12' FTGSN3~S 4'-0' 4°-0, I~~IY I REF, TABLE 73-i1•B-I 1991 uac ND PENET TIONS DR OPENINGS ALLOtUED ND ENT A ICI P E R TIDNS DR OPENINGS ALLOWED CONNECTION NAILINCx ' CONNECTION NAILINCz ' GLASS ®A' GDMP. SHINGLES DYER 15~ FELT OVER r~° FI BETA ENT PLYWOOD SNEATN(NCs 1. SILL TO JOIST OR GIRDER TOENAIL (31. 76. D S PANELS AND PARTICLEBOA FOR 4°-0" EA. 51DE DF WALL BRIDGING TO JOIST, TOENAIL EACW END (79 - SUBFLOOR AND WALL SWEATWNG (TO f ING) w 3. 1' X b° SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL f7) Bd AND LESS ' 4. WIDER THAN N x 6° SUBFLOOR TOE JOIST, FACE NAIL (3J - Bd 19137° - 314' 8d'O bd° Ul Z S, 7' SUBFLOOR TO JOIST OR GIRDER, BLEND AND FACE NAIL (7J -Ibd 118' W 1' R ~s b. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL ibd ~ ib' CIC 1 I!8° - I Ild' Ipdx Bd' 7. TOP PLATE TO STUD, NAIL (7) -Ibd (CO . SUBFL ERLAYT'NENT (TO F ING) 8. STUD TO SOLE PLATE (4) - Sd TOENAIL OR (7) Ibd, END NAIL 3J4° AND LESS bdM 9. DCUBLE STUD, FACE NAIL Ibd ®74" CIC Ti8° - 1° ~o 10. DOUBLE TOP PLATE, FACE NAIL 164 ~ Ib' CIC 1118' - 1 114` i@d'OR " DOUBLE TOP PLATES, LAP SPLICE 8 -Ibd 71. P L SIDING {TO FRAMNG) d. BLOCKING BETWEEN JOISTS AND ERS 70 TOP PLATE 3 - Sd Yi' AND lE5S bd 17. RIM JOIST TO TOP PLATE Bd ®6' CIC 518' Bd` 13. TOP PLATES, LAPS INTERSECTIONS, FACE NAIL 7 -Ibd 75 fIBE ATHMG' 14. CONTINUOUS WEADER TO PIECES Ibd ®Ib° C/G AL EA. EDGE 1~" "Bl GA. 15. CEILING JOISTS TO PLATE, TOENAIL 3 » Bd bd, ib, CONTIN S HEADER TO STUD 4 . Bd ~Ib GA' 1l. CEILING JOI5T5, LAPS OVER PARTITIGNS, FACE NAIL 3 - Ibd 75132= X11 GA° 18. CEILING JOI6T TOP LEL RS, FACE NAIL, 3 -Ibd , 19. RAFTER TO PLATE, TOENAIL 3 - Sd *Ib GA' 7O. I° BRACE TO EACH STUD AND PLATE, FACE NAIL 7 - Sd 79 NTERIOR PANELINa 21. 1 X 8 SHEATWING OR LESS TO EACH BEARING, FACE NAIL 7 . Bd ~ , ~ OPENINGS FDR VENTILATION 72. WIDER THAN I° x b° SHEATWING r EAC++ BEARING, FACE NAIL 3.64 4d ALLOWED IN NON- TED SNTGS. a~. ®uaLT-u~ R sTUOS Ind Crc bd' 74. BUILT-UP GIRDER AND BEAMS 7®d ~ 37' CIC AT TOP BOTTOM 24" G/C PRE-FAE3RICATEL7 TRUSSES ST RED - 7 704 AT EA EACH 5PL1CE 75. 7° PL 7 -ibd AT EACH BEARIPks R®49 BLOWN INSU ATID ' BEVELED 2 X PLATE L DOUBLE 2 X BLDGKINCx BEVELED I. CGMMON OR BOk NAILS MAY BE USED EkCEPT W'WERE OTHERWISE STATEp 8. COR ICPf RESISTANT FOXING NAILS WITW 111b' INCW PI TER HEALS 7. NAIL6 SPACED AT b' CIC q EDGE6,17° C/C NTEPo`lED1ATE AND 149' MCW L TN yy' SNEATWING AND I~%° NCH L 7W FOR SUPPORTS ESCEPT b' C/C AT ALL SUPPORTS RE SPANS ARE 48' OR M 75/37 INCH SHEATHING C RMING TO TWE RE9UIREMENTS OF SECTION 73049 FOR NAILING ~ WOOD STRUCTUIRAL PANEL AND PARTICLEBO 9. 910N RESISTANT ST E5 WITW NOMINAL 1116 NCSd G P~®` NCW DIAPH S 6HEAR WALLS, REAR TO 6ECTIONS LENGTW FOR vi° SWEATHNG I°ja' NCN LENGTW FOR 75137' NGH SHEATWING 7315,3,3 ABD 7915,4, NAILS FOR WALL SHEATING MAY BE ON, BOk OR CASING C~FORMING TO THE REOUI ENTS SECTION 73®43 i/2 ` CxYPSUM WALLBDA 3. C ON OR DEFO D SW 1C. PANEL SUPPORTS AT 16 INCWE5 - 701NGWE5 IF 5 TN Ax15 IN THE L DIRECTION I LAYER EA 51DE DF 4. CfON Gf THE PANEL, tNLESS OTWERWISE MA D. CASING OR FINISH VIALS SP D , 5. DEf0~1ED SW b NCHES ON PANEL EDGE5,17 INCHES AT NTE DIATE 5U iS ~7 CxWB NAILED IN PLACE b. CORROSION RESISTANT SIDING OR CASING NAILS OONFORfi'11NG TO TWE il. PEEL SU RTS AT 74 NCHES. CASBNPs FO FNISW NI 6 5 R AL PACED b' ON P L J RE~IIREMENT5 SECTION 73043 EDGES, 11 INCHES AT NTERAIEDIATE SU RTS. " 1 FASTENERS SPADED 3' CIC ~ EDGES AND b°CIC INTE DIATE SU RTS / , 2 X 4 - 16 STUDS l 3 a BATT INSULATION a'° 7 1 r I" A! A RG P • MEMBRANE PENETRATIONS AT TED UJALLS: FIRE RESISTIVE WALLS MAY HAYS OPENINGS NOT EXCEEDING 16 SQUARE INCHES FIN. FLOOR OYE ° A TIG FOR STEEL ELECTRICAL OUTLET BOXES PROVIDED THAT THE TOTAL OF OP NINGS 5 ° R ~ P R LE 164 ~ 12° GIG TD JOIST E BD. DYER is PWD SUB-FLOOR ~ , O FOR EVERY 100 SQUARE FEET OF WALL AREA DOES NOT EXCEED 100 SQUARE INCHES. DYER RFPI II lib" JOISTS 104 6 GIG SUB-FLOOR TD JOIST I ELECTRICAL OUTLET BOXES SHALL BE= STEEL OR RATED PLASTIC. WHEN RATED PLASTIC BOXES ARE USED THEY SHALL HAVE A RATING EQUAL TO THE RATING OF THE ASSEMBLY IN WHICH THEY ARE TO BE INSTALLED. ~ FiREBLOCKING: FIRE BLOCKING IS REQUIRED AT THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALL5,INCLUDING FURRED SPACES CONT. 1314' x II T~5" LYL RIM AT FLOOR AND CEILING LEVELS AND AT 10 FT. INT. HORIZ. AND PERT. JOIST W/D8L LYL BLOGKINCs 2, SOFFITS AND DROP CEILINCsS EAGN BAY 3. AT OPENINGS BETWEEN ATTIC SPACE AND CHIMNEY CHASE 4.AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, .FIREPLACES AND 51MILAR OPENINGS WHICH ALLOW PASS E FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS . • ACCEPTABLE FIRE BLOCKING MATERIAL: tEXCEPT A5 NOTED IN 4 ASOVEI I LAYER EA. SIDE DF 2° NOMINAL LUMBER, GYPSUM BDA ,MINERAL FIBER, GLA55 FIBER °'z' GYPSUM WALLBDA GWB NAILED IN PLACE AND CEMENT A513ESTO5 POA OR OTHER APPROVED MATERIALS SECURELY FASTENED IN PLACE. 2 X 4 ®16' STUDS ~ DYER: f ALL ED~sES BLOCKED) " 3 7 BATT INSULATION 24' MIN. a~~' TYPE 'X" CzYPSUM WALLI30A APPLIED AT RIGHT AN>~xLES TO EACH SIDE DF DBL ROW DF 2 X 4 WOOD STUDS AT 16' GIG TIGWT FITTING OR 2 X A - if ' IC FRAMING WITH 6d COATED NAIL5,1 T/8` LONCs, 0.085 SHANK, HEAD, 6° GlG. FIRESTOP EAR ~,4YE c(ALL EDCxES BLOCKED) . , ~ ' si$' TYPE 'X' CzYPSUM WALLBDA APPLIED AT RIGHT ANGLES TO EACH 51DE OF 5TUD5 DYER SASE LAYER WISd COATED NAILS, 2 3/8' LONG, 0.100 SHANK li4 ° HEADS, 8" CIC. a I AIR CsAP STA ER JOINTS 16' GIG EAGN LAYER AND SIDE. ® a " X PROVIDE BLOCKMCs AT MID HEIGHT. NIL MODIFIE 2 HR WALL FINISH FLOOR AS N01ED METAL OR TED PLASTIC BOXES tom o0~ 9 0 MODIFIED 2 NR WALL 5ia" TYPE "X' CsWB 10, UO'Lofo GONG. FLOOR SLAB L 4 io'~IL .h^7 x 9 I N ,✓i 24" X 2~" XSia' TYPE "X' GLASS FIBER INS, STAPLE r t"" ALL EDGES BLOCKED TD DNE SIDE g 10 FTa CIC MAX. a GON ` 1° n li-~e - PROVIDE FIRE BLDGKINCz PER OSSG SEG. l08 WALL ASSEMBLY - 5TC 55 TD 59 -REF. NGC 3056 SEE GA FILE NO WP 3820 FDR FIRE RATIN~s CONTINUE WALLBOA BEHIND TUBS WHEN ON THIS WALL p s DEC, at, e4 Lf M2H 318 ~ F-- !U GLA55 °A' h1P, SNINC~LES SIMPSGN H2,5 (5®6d) 7i~.1S5 TC7 SIMP. A35 ~Li<Cs TG iE Sd g 6° G/G 2 X 4 ~LOGICINCx a t v ~'°•'^.r C,40 ' f w~ a I~~YUTALL PINISN ~ 26 ~A. ~ 1NI5NE~ 2 X 6 ®16® GJG PRAh11NC 'ww~-. R•1913AT75 ~ "o_~, r~~ { ny ~,s^^, \x J titiM t, a'~~d f r.~ i' t1,~~ F'1 R1M JG715T ' O u~ SID1NCs .A5 Nc~TEG~ ~vER ,--r=~ 15~ PELT t~vE ~i16® G5~ SNEATNINCx WiTN NAILINCx i'Et~ ~=~".~~LL. 7N~ ATIACNEC~ 'L' SNEETS r'~h l.w»». i .W r""'~..: r ~ P ~ r"',. 1 v P now 4= 0 oe~ a I X q q Alopp q 0 wo' . 0 a~ 0 um ~.O y too 17 L ® W! s7 5 w i lop NGN-RATEp ld 11rMp YY// d OREGON r SNOU~1 PE~PENDIGULAR 70 J015T5 ~i tUDETN326 • - ' U1Al.i~-IN GLGSET ro UiAt~L ~RAGKET Z 0 ~ O ~ Q ~ g; j ~ ~ w 3~° - 38 NA ~A(1. ~L g mQ GAR~~ACzE9 o~urz AGM sj ~ ER F2 ° R 1, ~ 1 ~ ~ 1 X 5K1RT r I..V(._ ~(~~~J' s Lvlm F~I~R IUIFA - - 34" ' 3~' NANP~'AI!- ~fs° CxY~SUM IUALL~C~A 9" MIN. 0 ~t i MAX 1 X SfClR7 0 O I! !I ~~-fin UNi7~ ,ANA Ai~E ~Ih1ILA~ 6 --~M. FL SNIhIC: -1~C7GFINC~ AS NGTEU ~OGFIN!~ A5 N47E~ 12 - 5M GAP ~ FJmA9NINC 2 X 6 - 16" GIIG ~AC~TERa 2 X ~ - 16' GIG RAFTER6 8 --5MF'. W2.5 EA. 7t~aS 24" GIG -51h1F'. N2~ EA. ~A~TER 24" GItG ? X VENT ~LGG~ 1~ ° 7~Ua5ES ~ MI~C~ i~lU~- F- -1 X 92 i~IM a 2 X ~ FASGIA t1 /l~j 9 ~ M V W 2~O CAA, C~UTTE~ 5M 'Z~ Fk.A~1~INCz # ~ z X ~ FA~GIA a x f ~ ~ J3 Q ~ i 0 ~ii ~ ` t ~ 3 4 X i~ EAM ~ ~ N ~ 4 Fr~A1~ING V 10 1~ ~ t2~zx~5 i1 co 11 2 X 4 F~AMEi~ GO;-LIMNS f era' MYJt7 F'U1IJ i X ~ T~dM i~ ~ i 9~ gg 0 G7 4! ~ ! u4~ fl 0 e I~ ~ __..t 1 N. °i'n ~,i H gg p-y~~7,s~p G~N~. ~ 4 ~./I'.tJi ~E!-~~ F~~~I'ti ~~Ab.+ ~ ~ X ~ ii"+~I i- ( _ 0 u eoo u 10 to 1 E yr t ~ ~ _ I~ MAN l L La~ - 2 X ~ GpL.. F~AMINCx ~I~i~rl STEEL ~~u~~ p~q{"yp~ ~9 ry R ! X ~ T~1M i~ t ~ 4' CGNG. 5LA j Ql FIN. CxRAL~E per, OREGON ~ L~~ ~ 2, ~ 32 C' y 2, C t} D. ~iW~S: ~ P9 : DEG. 31, ST(~SN316 CONNECT C2) ADJACENT SIMPSON MSTC~C B3 POSTS (4x~o) U1/ LPTS CLIPS ~ EA. END I) f 2 DECK ll.l ~ q. ECCQ~o~o lU/ ~ fro 16 I~ g ~ ~ 2 E I' ~ ~ 8 - ---8 _ iG i~o lID IPA 1~ I~ ~ L---- 8 - - 8 ~ B~ M R. P D ~ I UJR,4P STRAP . ; ' . . = 2 2 ~ ~ ~ 5 ~ ~4ROUND i-IDR. ; ; " ~USC412 S(MPSON I ALICxN UJ/ ^;~tOR~4CsE I ? _ ~i~ i h'fSTG/o~oB3 - ~ EA. AND S N.D. ABO~/E I - 5 S I g ~ AL ICxN UJ/ BEDROOM ~ ~ 1 I-I.D. ABOVE g C~ •I ~ Z ' ~ BEDROOM ~ ~ ~ ~ ~I ~ ~ ~ I ~ ~ t' 8 is I ~ ~ ' I 8 I ~ ' [ 5 S ~ 13 I O u 5 9 I AL IAN UJ/ 2 I 1 5 ~ N.D. ABOY~ r- _ ~ ~ ~ ~ i ~ _ _ i . Ei S - ~ i ~ T,4NDEM CxARACxE ~ 3 I~ 55~ j° ~ Isla x scrim I ' - _ ~ 1 ~ ~ ~ , ( 3 13 ~ ~ ' ~ UUI ~I I ~ 1 4', I _j 5 t' ! S . I - - 4: t g tt}}x V 00 ~'I ~ I I' j' 5 1 • I ~ I SIMPSON i ~ ~ ~ StEEL FR~w~E ~ I FOY~ ( i S c x 41 0 I lBEE DETAILS PG. L2a)~ 1 33 14 M51'G6ioB3 SIMPSON ~ MASTER LL ' L L gN } ~ ~ FROM ~4BOVE - . i MSTCroC B3 ~ . W ~ 1 U)0) V y~~ qy f 1 fl W - ~ g - - 5 SIMPSON (D _ ~pp Vm ~ L---- • -J ' 5 MSTGro(oB3 LL o ~ i. ~ ~ E a ~A. END - 9 ~ to {7'''~j'~J 0)w Ld" V)•Q o rL I L LINE ABOVE E g 4 ~ ~ ~ ~ • • `1 0 ~ _ SIMPSON LU F 11 L L o -c MSTGroroB3 4 33 D D D ~ u ~ _ _ z ~ 51MPSON AL ICsN lll/ 4 4 4 MSTC~o~oB3 N.D. BELOI.U G I N yr, FROM ABO~lE ZY1~, ~~~~Y ~~~~1 2 lrv 16 1/0 ~ 823 SQ. FT. 17 'S' } OREGON 1st StO Y ~L~OR Pl~~N ~~T INFO UNIT 3rd StO Y LOO PLAN 9 q 7'-0' I,'1~4 SQ. Fi. 802 SQ. FT. 9,•~yGt Y 5,'\ SAD D. RG 149 SQ. FT. SEE BUILDING FLOOR PLANS AND ELEVATIONS FOR WINDOW OPTIONS AT END UNITS EX JSU4N36m FIRES: DEC. 31, 6 5~faxll'f~ LVL. 4- F°- ® 3fa'~ BOLTS CJR 'fa GAR 1/4' w R BOT14 FLANGES w I~ II 11 11 I~~~ ~l I~l I~I I~I 1 A A Ufa x3~fz x6 SNEAR fE CJR I t2) A325-N BdLTS 'fa®B I 21' I ~ uJ '1A6` CONT, R TdR d BOTT. ~ 2`1' ~ in 11p ~1 4A 41 0 0 1 O ~ `~~yy L' W ~ ~ NO SCALE 1/4' 1Od ~ 4' O.C, 3116' HdLES ' 'ra'B TYR. OF !3J 3i ®LVL. LK"G. L55f~ g 12' d.C. FLR. JSTS. ~ TOR RLATE, ~z' M.Ba ~ 12' O.C. 3x5 NAILER fRIR TO BEAM WIgTH) STEEL. BEAM SNEET RdCK FUR tllALL Td - °<z' M.B. g 24' O.C. ENCLOSE F E I U( I~ I I I ~i 2x8 NAILER Nd 5CALE ~ ~ tRIR Td BEAM WId7N) 3'-6'} VERIFY fl 1 I NO 5CALE 5~fax11Ta LVL. LL 2 113fax5x~fa lE ASTM A36 eft a 1°m BOLTS 3~~® 11 ~w 1/4 Ifz 2x 1/ A 1/4 9fz' GROUT Tip dF CdNT. FTG. II II (4) ~>a'x15' A.iS. SASE NO SCALE ~a>axz~ N ~ l U~ A i~ if AZaf A 16'X9'X314' ~fa'x15' A.B. 2 z z 13fax5xrfa #E BASE TTR. OF 4 IUlOx26 ASTM A36 1-1116' 0 a"IOLES 1/a" ,_6, WI1°~ BOLTS ~fA u})CZ ~ ~ a CdNT. FTG. 3 Q t~ 114' ~ SEE FdTN, 5~,z1 _ t0 0 CO 0 ' A e r L ;x ¢ LL L L L, N v RIFY ~1 nl ~t\ d @ ~l W 07 0 ~'I C ~ II ° C 00 i Nd 5CALE I I 000) 0) tr) > 0) Nd 5CALE NO SCALE ~ L (o - s AWL 0 (IJ~.o 0 0.0i L L GINS. d C 17 t,. r. r ORE ON ! ✓~l Y 25,19~~ ~Vv eygAD . 1 PiRES° DEC 31, b~ J5UAN36d _ IGd ~ b' G.G. OOF SNEATNINCx ROOF SNEATNINCx {5EE Tl'P. WALL {5EE TYP. WALL SEG.) SG.J FA5TEN TG DEGK SNEATNINC~ TRU55 OR END FRAMINCs Wf {SEE FRAMINCa NOTES) QTR W! WEB Sd ~ k. G.G. , OR BLK' 5TU 'EDGE' AND , 10d ~ 6 G.G, ~ MA;~. 24' G.G. 12 G.G. FIELD ci7 EDCsE NAiLINC~ AND BLO 'G NIO GLIPS ~ EA g ALL PANEL Sd ~ 4' O.G. 16d ~ 5 O,G. ut EDGxES. CY) . TER ® K' GCs. JST. EDCsE NAILINCx-r' ~ 2 X BL N[~ L 2 X JOIST t7 RAFTER 'SIMPSON' L55 AI IN {5EE NOTES) EDCxE N L Cs ~ {SEE SGNED.) ~ 3 2 X STUD WALL 2 X STUD WALL ~ SNEATNINC~ {5EE SGNEDULE) SNEATNINCs 5NATNINCs ~ 2 X STUD WALL 0 (SEE SGNEDULE) (SEE SGNEDULE) i'{ I ~1~ ROOF°7 ~ f B 1 FIELD 9J xil7 bALV, &7% 5GALE: 9/4 - 1-~ ~ SNEAK L 4 NAIL o~~ I FLOOR-9 s ,n° AaA: srnra>Awr A NGLDOWN {5EE RATED ;~tii'b &7 8"0.0. 12'OA. 54 ALL EXT. YiNl.S UNA. 5GALE: 9l4' 1'-O' ~ SNEARWALL SGALE: 314' = l"-O" ~ SWEARWALL SGNEDULE) A In•sr+». MARKrUISrnaESroEO,a. EAIix SIDE Sd 4° O.L. 1" O.G. i5° AtLP.4H. A~ SNEATNINCs NAIL lSEE SGNEDULE) 4 Jc F INCs ® G 1°° ffi°a.G. la°°~. Q5" ~ NOLDGWN LOG. 0 ~ i0d d°O.G i2°O.G DEGK SNEATN1NCs 16d NAILS g O.G. Sd ~ 3' G.G. (5EE FRAMINCs NOTES) Ty$° GUT WASNER D In°AP.A.- ,od S,oA. pal®AU: RAIEpkrP'6 157 NAILING AT NOLDOU~I ~ ° EDCs NAIL INC: ,n• A PA-~ 4x R6C811RED ~ Au. ~ E RATE21 SN7G wd a° bA. a• ae. w° PANEL a~INrs ~ ALL TN AD "^,L'~ : , t A96 STEEL BOLT F In• A~~.- ,x RELi11REU ®Au JGIST . ° ° Ii. ` CEXTEND TNRU BM) G aG. la•aG 15• r s , .~IN:S NAILix~ ANGNOR BOLTS 1' MIN. EMBED, s eaTm~+r~s 2.6.G. s•oc. c ffi565Ta~Eh~ 2 X FLR )575 ~INr:STAGGERtD EDGE NAiLINC~-- {SEE 'NOTES" FOR , ~ q Ta ~ Ira ~A ~ tSEE PLAN FOR SIZE) ).AINrG F&ET AVER GA.~ ~IIII SIZE a SPAGINC~) II ~ , U5E I J57 EAGN 51DE v rwu.s THAT ARE NaT PASTED DIREG7IY ro T!@ POTN s,w t 66 NA Lm INra D6i.. ,6T. OR D@L &KG. WnOd GALV. 60X o 4° O,G. °51MPSON' LS5sa GONG. STEM WALL I OF TW ADED BOLT s) ~ RCOF D Ta ~ MIN. In° APA RATED SwrG W &7 NAILS i ffi' O.L. , ta° O.G. FIPLD (5EE NOTES) J 4t INr. To A6aVE oR Ra,F stirs NAIL ro Ram errs I h'I 012 I-IDi2 rv aD o a• aA. I I st FASTtN .sr, e eLxs TO Au. ,Nr. rt+ L~ o IG° OA. e 2 ?C STUD WALL (5EE PLAN FGR 51ZE) sTD, a ~AraNS ro Iz" oA. PaR r~E G. a• POR TYPED. 5° raR rrPE 5GALE: 314" = 1'-D' I) E'P' PASTex rof° r0 rusir+rea"ITw51r~5aNxta. I) i e}>°~Trrn'+ PPLAree sxAU. ana. ter. oe: wAU. P~.r+iras, roa ~Lar~ To O TJ A Aq.TS REOIIRE SI PLATE NR i 511.E PLAYS SNEATNINC~ I I o) A ~PruMnas nae cfn. N Na,LS c>sN ee ~ssnnr>ED ~R eoX (5EE SGNEDULE) II o' s9 1~ 'SIMP50N' ~ 7/~ ° wN. +X snv cA e~: P POR ~ots`;crtm ~ 1~ 11 BEARING PLATE ue.cawSDlcrlaNSNElbJIRETYPE•c°TNRdI°P° To +~9~+~~ J NAVE NIN'J3C PLATES AMJ Nitd.3X HA'SEfiIAL A7 4RAMIh~ FLOOR-4 ~t YGA'" RFCEIVINSmseNAILI~rrnlcu ,asDGwamrAmve. E` gT GUILDER TC? VERIFY ALL INSTALLATION RE(~JlREMENTS r n~"~ ~I° PER. "51MP50N" GA7ALOG FOF2 ALL NLDN GONNEGTIONS. J I ~ I t""t 4,U>~ ~ - T I TO g 2 x ~ ER r E~ CONGEAL WASNER 5GALE: 3e4 ~ I -G ~ SNEARWALL 5 a G T Ui. ~ ~ L ~ FNa-4 ..,tC~SF MARK FAS fY~ SAL ~p~ ~ xL REO. DEGK SNEATN1NCs ~ ~ ~ a REt~1,RER ~PD~, {SEE FRAMING NGTES) r 5GALE : ~a" = I'°0' WDSALAG 1 *r5ra9 aILS~TFUxam ovuou IOd ~ O.G. r'r SOLID BLK'Cx. ' ° T r, 1 a #M5T'72 NA~L5 Amt EK+N E1~ xDBA d ~PDTN J~'y f _ I ~Il'1 5d GG ON ~ 6' G.G° T tsst Ise s mES Ssreaa Ae. I F 16d GO GN a r~ ax sTws I J015T 5TH 9 ERE? DEGK 51-IEATNINCs B a• ~a4t:,a5x ~'sasA~ t lSEE FRAMING NOTES) o li 9 RLYdXRE9 S5Tb26 A9. 'HDOB' (10) St753 EDGE NAILING-~-- ® ® iglhl 1 REtYIIRES ssT6aa As. ~t 51MPSON L55PJ ~ ~ la walaA° T~• evLYs IP (5EE NGTES) .-I,~°DIA X ALL T}&EAD RaD DBE, JST. G ° *~as• ts),°'~L~ ` MIN,,°a"INroPrb, D L ~5E exa PasT BL g yg ~ v P7E'rhiL ~ iAL ~ rmITIaN 2 X STUD WALL ,,II 1 I` r'9 f" d. t1 L+L VGKINL:6 i21 iB.iDN. AB.S CAN BE EXiE~NG'ED YU.O. 601.75 W[ 6 A5i?7 ALL- ISMP50R. 00 Ifl~!` ~ 3) Au . ax Posv uHA, 4! FILDrL REa. o EA, r ~ aAre . ~ ~ 4S G.G. SNEATNING 3 I~ ~ OR FLOOR J5T5. si"ui`°"`.~'TNTSTO~'~rDMF~~~rauona+s. ~ GArALOG. d- ° tuJ (o {5EE SGNEDULE) DIA-SHEARS e) NEON. Aa auE IN AanIT,aN To Tt~ s~a• x lo' AB. REO. iN TY~ I I fit f~ X 1 ~ ~ t°S ~ ~ 7) REIW'THIG Ply STEM k14LL• {v ab COMt. IN F7U. ~d i 24" O.G. IF i - 51 ta5n° or Ecwnt. lrN tur 5.95nTVrE EoR'cr~a5rta' 10/15 2W3 FLOOR-3 CMST1~-1 e , , >MINeXSTUDUA.ENO PANELPG~ ROwN~-PHD J ~ ~ f1 5GALE: 3/4 = I -O ~ FLOOR DIAPN NAVE MIN. 3X PLATES AM7 MIN. 6X MAPERIAL AT FliAMiPK L L N 10 0 0 co J ~ ~ ~°i VW UE.G..U21SDIGTIGR~ R&~IRE PTF'E •G' 778b1 "F" Ta ~4 BAR GGNT. REGEtVING EWE NAIL,NG 7YPiGAL AS aSIGNATED ABWE. W o) _t 5GALE: 914' 1'-0' ~ SNEARWALL g 39/2 ®GGNG. SLAB GN ~i MIL MILDER Tr3 VERIFY ALL INSTALLA710N REQUIREMENTS PER "51 N" CATALOG FOR ALL HLDN: GONNEG710N5. ANGWOR BOLTS MOISTURE BA IER ON 1 m 5EE SGNED. FOR 5PGCs. 4' CxRANULAR FILL C ll1 $d O.G. 0 p00) L GK SNEATNINCx ~ ~ ° ~ d DE L 000) L {5EE F INCs NOTES) ° ~ ~ ~ rr~~ 0 ~4 BARS ~ 9' O/G NT EDCaE NAILING TOP d BOTTOM (Tl'P.) ~ U1 0 ~ 6d~5'O.G. . NOLDGtUV FER 0.' S TO LAT SGNED FOR lJ I a a OGKINCs 51ZE a MIN EBED. EDCsE NABLINCs 2 X BL ~ 4S" O.G. ' L U r~ . ~°S' SNEARWALLS Q. 'S1MP5ON' L55G ~ ° {i) LAYER OF BAR {5EE NOTES) AT t30TTOM OF FTCs. F~fG ~1'U EX?ENIO 18° 2 x STUD WALL r ~a5~r FND DF UJ>4LL OR TIE INTC7 5EE FOUNDATION GINZ~ t~F~t~E»plcuLA~ FOR FTCs. 51ZE 17904 SNEATNINCs ~t~ol`IN~ {5EE SGNEDULE) OREGON FLOOR-2 >~t 25, ~{J ti~ D D. 1- e v s 5GALE: 9/4 g 1-G ~ SNEARWALL ~ ~ ~ ~ - _ 1 FNC7 5 BOLE :.S/4' I'°~' PIES: DEC. 31, LAT9UAN36 1 9~ 1~ 1C~ 9 4 11 11 z ct3 Z ~ ~ . ~ ~ ~.ii m ® a a.,~1 ~ > b s: ~ t ~ ;1 k`<i i Ul ri! l,: ~ { ~ ) - l1 ~ ~ t ~ F- ! I ~1 s, a ~ I-- it 5~ 15 .s I- -a ~ ~ 1- ~ ~ t. x ~ t tt r,, t _ a i,~ 3 ~5 1:' ~ 9 l fi i'.'r ~ t ti 's i ir- ~1 5~ 3 13 ~ ~ 3 9 4; .'I I- 1= a ~~~;J i s. 77 t £'i ~ ~ ti G~, - i a I i. ~ ~ ~'pp ~ I :::p t;;. a~ ~.'1 ~ i f'~ i':` !1 ~=3 1 . it ____s__~ .,e _ l_' ~'I 3 ;l ~ _ ~,1 ; ` LL r- j 1611 t;;;a l ~i :4 ~ ~ 9 'i 55 V1 re S a ~ 15 t f. 't r. I ';i 6. ~ r' p ~ 9 '.1 E. t~ __r _a________________ L.,,~ „ t ill I I y~ll1 i ~JI! I I t u -il I NNE I1 1 d a . r "~I~ . ' ' 1 II ~ 3 .;ill i l N~NC~~~ a~ I 1. ~ ~ 00 15 ';I I I I 5 ii I I 1 l'~'°. ~i a-- ~ ~ ~ .:ill II 33 ~ x I, ,,,III i I 8 T W tL ~~1'~~ `ICJ .r., ail I I I ~X~ I, t ;l I l i ~[5T~ 3 L (o! to ~,1 i I 1 ~ ~ t o ~.U I I I 15 ~j jl I 1 I ( 1 (D Wo) o) 0 1 11 t;.Sll I I I Et 99 I I - - t r, \l1 ~ co C II i 000) I I I t; x u I I . ~'y oc: a ® Q) (0 0 RUIN l1° j T 5T 00 0 L C ~5 55 L .mss 97 ~ 1 i~ I~ I ~Jl 99 l 99 51 ~ d P PR a s r SIN 9 w 7 9WO OREGON 1~$5 tpv 11 11 25, D. EXPIRES' DEC. 31,0_ J5UAN36~ 3~~sx1lys LYL. 1f ° A aid'b ~OLT5 p ~GP 114" I- JP OTN FLANGES IL _J II II If m I~ 111 Ill III C\l CJP I 5'a' A325-N BOLTS ,,d® I _ 916 6' Il" ,5' 4' 4 ' LI R 9116 CONT, TCP ~ BOTT, & 1' ~Xg v' V Ilt. GX ,{9 dtl e .1 Y ~Y z O ~t w' ~ fl C~ z' Ul OC ~ ~ NO SCALE 1/4' 10d g 4' O.C. 3116' NOLE5 1,d'R Tl'P. OF C9) 3~ x11 LK'G , ~ a 5EE CETAIL . L3.P FOR MO ~ETAiL FLR. JSTS. D~XL. TOP PLATE. ~o~' M.~. ~ 12' O.C, 3x8 NAILER I (RIP TO E3E UJIDTNI ` STEEL SEAM SNEET ROCK - FUR U1ALL TO ~ ENCL05E F E a M.13. 24 D.C. ¢ ~ NO SCALE _ 21't YERIFY 2x8 NAILER TRIP TO E WiI~TN) I I NO SCALE 1~!ax11`~s LYL. O 1 113~dx5x id lE ASTM A96 id tl 1'~ BOLT5 3rd' ° 1/4 114' Srrz tl = 2x 1/ i, 4 _ 1~s' GROUT 7Cw OF NT. FTG. II II t4) ~~'x15' SASE #E 1~ tU8x40 NO SGALE JJ+ ~ tAJ +9 y~X 2a~x'2~i~" i~,,xyrx~•' fE 14~i2'X9'JC3/4 d x15 d d SASE TYP. ~ d A5TM A96 i®i116' D NOLES ~,dtl " " UJ/ i'& BOLTS 4 -0 UJx2 -6 D 3~id' CONT, FTG, ~ r o 0 114' 5EE F»TN. 5y~tl 11 ~ F1N15NEG3 FLO®R cc to C7 0 ® 4 1 e c 4m X +a 0 IAIM n 0 IL 8'-1Pt -L4.~ ~ ~ L L LNO 4~ T- 0 0 1 f ~.q o 0 c I I 1 ~ NO SCALE 000) 0) V) NO SGALE NO SCALE ~ L e 0 to o0 00 1-- o" C C >0~ ) 9 w 17904 a OREGON 'pig, 'y 251 N t D. 4 FIRES: DEC. 31® LATZUFN3l8 6ALV EaX PIHL %+A6zg1~0 ~ ' - ® MARK WALL CDR NAIL dL., O.GS O.G. 10d 5 O.G. OOF SHEATHING ROOF SHEATHING {5EE T P"P. WALL s ~ ~r6 ~ s° O.G. a.c. s v° (SEE TYP. WALL SEG.) SEGJFASTEN TO A In•er~. M~xeAl,ss~~Eam. F- ~ DEGK SHEATHING TRUSS OR END FRAMING WI ~ 4°oL. a°bL. as 5d ~ O.G. (5) 1'P BOLTS X 6 STUD eACHSIOe NAIL aLVAra A~ (5EE F ING NOTES) RFTR. W1 WEB (TOP ~ BOTTOM) ®'n°~'^ "EDGE' AND RAT87 Xfl 6 6° DL. aG. as• 10d ~ 6' O.G. ~ OR BLKG 5TU 1Z' O.G, "FIELD` EDGE NAILING c~ MAX. 24 O.G. INSTALL WASHERS G ~n'APA° ,oe a'a.G. I~°DL RATEa SNTG tQ _ _ _ _ ~ AND BLOGK'G D ,n° APA - -0x REm11RED ~ ALL Hlt~ CLIPS 9 EA F- ~ ALL PANEL O•G• I BOTTOM PLATE E•DL a°oL. aE• iAra,niNTS~, iSd ~ 5' O.G. w EDGES. y I~Mf I ER .-I E IFkTED 54i1'G IOd pz RE4&7IRH7 o ALL 2" DL. b° aL. aA5T'~ NAILING I I { 'Z X' BLK'NG GLG. J5T. ° E E NAILING JO $ 11~ ° IA, 11 ,n°A~A- < RED 2 X 1ST L'~ d D (I ~ aATm SNT6 we ®L. o.a ,s° r' °alNrs FTER BOLT FLOOR JOIST If1° APA.- bxb o ~.9~ o>° wAU. 'S1MP5ON' L55m I ( 6 RATffi'4TG 1' O& b' OL, 9' 9xb 971876 ®EA. PANG. EDGE NAILING ~ ~IttLti7~9T ~ ~ Y (5EE N®TES) (5EE SGHEDJ J DALE aYrao0T0>~,SSxApARArm~+r6rAU. Z ,,,p .A71M5 Ff OYER GA. L`F ° z ~ O ~r YJ WALLS THAT ARE N04 PA570dD PIREGILY TO i}¢ FDTN _iWA. CE NAILffi iHR7 Z X STUD WALL 2 X STUD WALL ~ SHEATHING I s)°s`' tee' DOI . ~ ~~n~AQ~ ,m 6 cn w _ WALL PLATES W ~ NAILS ®b• 0~. s.17° OL. a•I~ (5EE SCHEDULE) d) IM. YD AH04E OR ~ti6 NA0. 70 R{K)P 9NT6 U] WJ DD s 4' DL. w SHEATH1NCs SHEATHING 2 X STUD WALL 'SIMP' HD15 TRI ER "sT~a.'A"g ;~c°.I~ 'o",z•aL.r's®`s• xT~E E a P. PA579d TO TR156E5 PO Ex76ElOR YOTN SIOA~.~C.YJ tND. (5EE SGHEDULE) (5EE SGHEDULE) HOLDOl6N5 oR To oR Yusl NIo i J P°~ j~ b) A1L Ydd1.L',Mi'6 "~Ud.L fiA.L trYrT.OF YV1.L 111Y. Tl~ RA4E TO 1 60TTOTI PLATE T) 9DLT3 IRE 61MF~(JN E~(b PLATE 4UT a SILL PlA7E ROOF-t ~ " I a _ e) rt ~ ,rte ARe tea. uAlts cAN ae ~ssr~nrrm scXL ~z ' ° SCALE: 3/4 = 1-O ~ SHEARWALL la X 6 STUD o' a/ I T 6J ~ I F(.OOR-t ROOF-4 -use M,N. ax sn~ eA ~.ro PArai, r~R ROwSpim 1 M U9C .IfiSDIGTIDN6 REtd11RE TYPE °G"fM~'F' A Ta e _ HOLDOIUd (5EE NAYS MIN.sX~.A,>~ANn MIN.9X MAT62,A(. AT PFNiIN6 SGALE: 3/"# - 1-O ~ SHEARI~IALL SGALE: 3/d~ 1-O g SHEARWALL SGHEDULE) RKfMt~EII6E N48.,H5 TYPICAL AS ~16NAtEa AE~E ~ I GUILDER TQ VERIFY ALL IPdSTALLATiQN REQUIREMENTS SHEATHING ~ ~ PER "SIMPSON" CATALOG FOR ALL HLDN CONNECTIONS. (5EE SCHEDULE) °4 X F M1NG = 1'- HD15-1 ~ ~ HOEDOWN LOG. 4 ~ Ul, DEGK SHEATHING lSd NAILS g •4' O.C. 5d ~ 3' O.G. (5EE FRAMING NOTES) ~8' GUT WASHER FAs AT HOEDOWN ~'.,AL hK>UDDVN ~ t~DN RED. a 11RED EDGE NAILING . ys°~ ALL THREAD yy ~15T~ (ib) 16;f NTt12 tl PaTN. ° f AJ~ STEEL B®LT 1 NAILS AY EAGN 967 EELOW UNa. ' ~il. ( X JO15T E TEND THRU BM) ' ~j ANCHOR BOLTS *~n2 tas) ,6~ NaeA. PpTN 7 NAA.S A7 EACM 907 BP1CA~8 UN.a. ° M1N. EMBED. Z X FLR JST5 EDGE NAILING--~' ~ (5EE "NOTES' FOR ~~~+A~• _ (SEE FLAN FOR 51ZE) , °"TT'~' t~v laa s'r9 a ~v a" snm9 illl ' ~ ° 51ZE ~ SPACING) II - - ® X USE 1 J5T EACH SIDE a rorrob, tz~)srrs REr~IRC=,ssaeaeAe. SIMP50N L55O GONG. STEM WALL I OF TH ADED BOLT ,1 (SEE NOTES) ~ {2D)5D93 REL"JIRC3 $$TB2D A8. _ II BM OR HDR v Z X STUD WALL (5EE PLAN FOR 51ZE) RE~96TO~bAe, SGALE; 314' = 1'-O" II ,D ~IOA• r4),rb°~~ I I ~ I rg~ wA O I I n °+~IS ts> r eaTS ~e rnt,s•,Nro Fra. SHEATHING iI 5p °iNDICATES AL CGYIDITION (5EE SGHEDULE) p~i~ it °SIMPSON' BP UNAO ~'L~~~NA,~sU A.9~.T6ARPA7. RE IS 61 f" i~ l l v rnma. Ae.~ GAN ~ w Nn a A3DT Au- aaL7. ~ BEARING PLATE 3D ALL F0.DP5. PEq. 4x PO6T UNA; av sarn+. . ®EA. gar OP ram... L 4) MIN. LANG. 9TR9JG7H . I. D' YOCE tUft4. tiAU. 5 Q-O. P N.UfS. FLOOR-4 f s) ALL sl T> ra ~ IN5TAi1ffi Paz ruin. It6TRLK.TIgS. s~ /9 ° ~ ~ ~yq 61 CA7ALD6. i ~ T ~ y y~ GhW 6) MDId. A ij ARE IN ADpiitpd Ta 7FE 518" x ID° h9 RER IN I5$ r/y yc~' Z X TRI ER TJ Pom. REihE~ w us IN 67EM wu1< tv »s OaNr. n" FlG. as • aa• aL. IP e° s I ® ~ NoT MDr~.i~Nlc Pxx~z SGALE: 3/~4 = 1-O ~ SHEA ALL 9~ 9 CONCEAL WA;•iHER a - ~ °H6T1` DP EG7)AL L677tiBH MAY 5J85Tt]VtE rat •GF57,2• /.,~y t~` E BOLT MIN. ax 5° EA. 9n7 ram. Pcxz a -moo R y UBG..1~lSPIGTIOPffi REQJIRE TYPE °G° T}A?<7 °F' TD HAVE MIN. S% ftAtES Ahff3 MIN 3X MAT9ElAL AY ry2a11PX 'a REGEit otki ED3P NAIliPLi TYPICAL A5 I6NATEA G° ~,~I f ff II GUILDER TO VERIFY ALL IN57ALLATION REQUIREMENTS DEGK SHEATHING G~ ~ ~"t P~';„,° PER "SIMPSON'° CATALOG FOR ALL HLDN. CONNEC71ON5. (5EE FRAMING NOTES) r ® , ' ~ SGALE : ~j4 = 1 NOBALAG ll~d ~ 6' O.G. 50LID BLK'G. , lyt 'r Sd GO O ~ ° JD 16d COMMON N ~ O.G. I I F ~ 3" O.G. I 5T ERED DEGK SHEATHING JOIST (SEE FRAMING NOTES) b EDGE NAILING SHEATHING SHEATHING ~ItJ ~ 51MPSON L550 ~IgE~t DBL. JST. OR (5EE NOTES) ql DBL BL 2) 4xk~ POSTS ~ END. OF ~ ~ 2 X BLOCKING SHRWALL 2 X STUD WALL ~iL ~1 E~ ~ 48' O.G. c 00 ~ ~G ~pG OR FLOOR JSTS, ~ t0 SHEATHING [rl DIA-sHeAR:. 1Od 4' (Z) 51MP5ON M5T1Z (5EE SGHEDULE) O.G. ST E D BEND AROUND ANGLE i a T T ITT P ~ e UNDER P5L c X e , 1 SGALE= 3/~4 = 1-O ~ F OO FLOOR-3 C~iST12-1 L R DIAPH M EDCsE NAIL g Q4) 9. J ~ T 1 t"`t ldJ FLR. 5HT'G (Z) 2x BLK'G OR L LNO 4 BAR CONT. SGALE: 3/d 1.O ~ SNEARWALL ~ Ir ® s, a RIM J5T< (BLK'G WO) o WO)0 ~%p ANCHOR BOLTS 3 z GONG. SLAB ON ~ MIL 7 GD-X PLYWD. d ~ 4 O.G. , Il 111 ~ LVLJ MOISTURE BARRIER ON ROOF SHEATHING 3 2x11 ~ BLKG 5EE SGHED. FOR SPG'G. 11110 a 00 Sd ~ 3' O.G. G ULAR FILL I EDCsE NAIL c 000) . . ~ U li! 1 1 x1 x/e STL. 0 co DEGK SHEATHING ANGLE 7' LONG. (5EE FRAMING NOTES) ~ D ° NOTCH PL5'. A5 5 CPS L 0 ,,,P°,4~„ ° . ",P „vlp, LTP4 1X11'~e LVL (MUST ~ a TRUSSES g 12" O.G. EXTEND Td PL°f OD NEEDED TO GET p'~~ U EDGE NAILiNCs--°~` BARS 9 O!C CONT 51DCa TO 51T FLUSH • TOP d BOTTOM (T1"P~* - NO RIM. J5T m c 0)w U) 0 V " \J a ` END OF BM. w ~ L N o 6d g S' O.C. t25)16d GOMM INTO EDGE NAIL ' _ HOEDOWN FER BOTTOM OF P5L tEA. STRAP) 4J~' ♦ 0 TO LAT SCHED FOR SHEATHING TO EDGE NAILING-*° Z X BLOGKINCz ~ ~ ; SIZE ~ MIN EBED. MATCH WALL BELOW PROVIDE 15132° MIN, PLY OD WF g O.G. 2 X STUD WALL FLOOR/GEILINC~ SHEATHING. W/IOd (PER SPECS OF GO ON5 ~ 4" O.G. AT AL ANEL ' *'S' SNEARWALLS C;~. WALL BELOW) L P 'SIMPSON` LS5D ~ (1) LAYER OF REBAR EDGES ~ PERIMETER IZ' O.G. (SEE NOTES) AT BOTTOM OF FTC. IN FIELD. BLOCK ALL EDGES ~1-~ 7rJ CX7 ~NC7 18" P N't 2 X STUD WALL Px1~7 E~. E~~ lU1~1..1. t;R TIE I1~IIC) SEE FOUNDATION LS5D ~ 1Z' O.G. 9 w 17904 F'ERF'L"°NC~ICULA~ FOR FTC. SIZE 'SIMP5ON' A35F SHEATHING FG'~7TINCx ~ 1~0` O.G. 2 X STUD WALL STL. FRAME - 5EE F E DETAILS 1 (SEE SGHEDULE) a OREGON ' SHEATHING FLOOR®2 (5EE SGHEDULE) PARALLEL TRU55E5 T I a 9~,L1 y 25,1 ~4LL ~ J ITS D. T ~ ~ SGALE= 3/4° = 1'-0" I 9 I ~ { ~ j ~ SGALE: 3J~} 1-e~ ~ SHEARWALL I T C T'-'t W 1.-. i " _ , 1 _ 1 5 SGALE 31=4 i -O 5H3ARWALL B FF-EXPIRES: DEC. 31, BCALB : 3!~' - 1'-~' LAT3UAN36