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Water Parsley Lane Plans Lots 8-13
a, ,:f ~ m 4`~, Axo-v~ii°s ~~'8~i ~y ~~~y'~ N Y p^~9 ~(Jl' Y,+d g"~ aw t IR ~ 1Ll~~r I~~it, ° ~ OM AT LOTS S ~ 1 BONITA TOIUNNOME5 NO SPECIAL INSPECTIONS ARE REG~UIRED 6 B UNITS 1$19 50. FT. 3 EDRt~ 2 z B TWA NCsIN~~~ C7F REGO WILL MAKc ~T CTU~AL ®vRVAT(®1V5 NW pia 5C 12; T 29, R IUJ, PRIOR TO POURING OF FOUNDATIONS, UPON C®MPLETION OF ROUGH A I G O`r THE FIRST FLOOR FRAMING OF Tt~E ROOF FR M N AND FINAL INSPECTION tUNEN SUBSTANTIALLY COMfi'LETE ROOF TRU55E5: PLANS SPECIFICATIONS AND STRUCTURAL C„LCULALTIONS LOT NUMBER TO BE SUBMITTED TO AND APPROVED BY THE PROJECT ENGINEER ANY DEFERRED SUBMITTAL ITEM SHALL NOT BE IN5TALLED s ~ uNIT TYPE UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS SAVE BEEN ROIUNOUSE CONSTRUCTION IAUJ OREGON ALTERNATE METHOD APPROVED 13Y TI.1E BUILDING OFFlCiAL RULING NO.00-10 DIVISION II STRUCTURALLY INDEPENDENT APPRDACN. CONSTRUCTION TYPE= TYPE VN WIMODIFiED 2 NR WALLS TUJ 151.00 1 UTIL. BUJ 14`1.00 SMT ® EXIST. ET. WALL SW 141.® TW152.s~t~~_. 141.0 ~ BUJ 148.00 ~ w 5 9 3 t 1 FEE 156.08 I ~ I D I FFE S.5 N ,s 5 ®r'f r e~ S F 153. 1 s 1 ; ;2 1 FEE ~ ~ ~ 156.05 rFE i f,, A 15 .O 154.5 771 4' SS s i FEE ° ~ ; ~ 7YP. I ~ I 156.~V8 ~ a I ~ + F X55.5 ~ 154 34 ~ 155. t-- 151.0 ~ ~ r ~ i ~l W FEE s ~ 1 151.55 ~ ~v- ~ 155.25 ci7 1 ; ~ c~a n ~ 155.0 aD 43® FT FEE 1 i I 151.55 ~ I 1 r D M7 0 151.t~ j 15.25 ➢C=3 ,y j x 156.0 Loci tL O FEE ~ Q L p ~0 151.55 ~ ~ I ~ 1 25 156.16 15'I.¢~ 0 ao 00OD ~~s~" ~g ~`11~~C~ mL J`.;:~nroV~+~.4r~d~a..~~ ~ ~ ~ ~ ® o ®o p 00 21.99 F 11.52 FT ".;a7c~lt;oraz!lyrl~~~roveci.m i S ~ f a; only 6he tror4~ ~s Cifl;~criae~ in; 155.25 w~~~~: ;~~iT _~L 0 (01(o 5130 FT. 5~,a Lot±cr so; Fo;,~,vr.me i I 15625 0F' 21 L LO ~"SJ 1° ~>1, E t1N®A A 1E PRIFiA10N B t1 RA6~ ~'A ~ CTR Rt~R a t5C CU Y~ OREGON ~ S FIRES: DEC. 31, omwmmmmmmnwmmn "I OFFICE COPY 6Px1N3~12 at 24'°4" 20 °YJ LYA K✓ Y! g'.5' 1¢~r ~a S 4/m X 6Jm SLt~R 5JmX Jm SLDR SJmX vJm SLDR 4Jm X 416 LnR 4X6 4X~ NDR 4X6 4XS Nt~R 4XBWDR 4XSNDR 4X6 4X6 4X6 4X6 ~ 4X6 4X6 ~ " I I I ~ I e~ rn Q y 1 1 1610 OH. DOOR 1 1 - --~51 iC ~ ~ ~ @ I I > Q y 5T ~ - 5 ~ ~ r J ~ I ~ N @ N { 'L' SHEETS ~ ~ > ? > ~ ~ r® ~ ~ ~ 1/6X910 ~ ~ I ~ ~ i 1 >1 1> - I I I ~ - 1 ~ ~ 9/ 916 of rim r~~ .a d ~ Yam r~® ~u N/4 X 10/0 ~ ~n z I ~ s ® ~ > r~ 1 ~ r 0 x X ~ 2 @ a.,sp}~ ~ 9/4X1018 ~ ~p x x ;-ai1 W ~ 'ti V ~ t m 1 I 6~ °b x x s ! x ~ 1~ 1~ . 1 1. 1 1 l ..11 116 ~ X I a ~ ~ I I ~ I ~a I FLUOR JOi5T5 ~ ~t ; ~ v NDRS 1 ~ " ~ ® L L I ~ .g 111 6"-~'~•. ~'"4" r~ 6"'~+ 5~,~' X 11i/a' LVL _ . ~ I _ _ I 216 I I 2/6 (2n/6 13Y A55 I I I ~ ~ ~ ~ M I 12n16 SY PA55 ( rv 2/6 I ~ 4X6 ~®,.~.,~d... r I 22 X 30 { I a!1 a4 ~ D II ~ ~ ATTI 5 LF O I~, ~ ACCESS I I ~ ' 1910 X 2316 f l @ fl ~ 216 2 l DRY 1TlASH ~ i ~ ~ S i ~ ~ xh~ II ~ BFI 11 ~/6W ~ 13/6 X 12/4. r 0 .z z ~ 214 FLOOR JOI675 I ~ ~ X ~ ~ I ~ ~ I I 3 VTR ~ @ I ~ I Q~ ~ 2 e 'IME { W PD.. lY Z cn I 1 I ~ p~ ANIT H~ _ " ti-~ l ~ l ~ 2/6 DIFOLD DC 5~'~' X 11~" LVL ~ ~ Q ~ @ @ @ ~ 2 X 4 FURRINCa ~ 4 X 4 ~ ~ Q @ X ~ X ~ ' ' II ~ I ~ I ~ @ ~ XX ~ ~ t~! *f ' " 1 ~ ~ tQ ~ b' I rti Cv @ I r e r® A ~ I X B ~ ~ \ I J I I x \ ~ ~ y 4 ,7~ N ~ (V ~ t~ r" 216 m _ ~ 214 ~ ~ @ "f~ X lly' LVL f _..t!_x~k_..e ~ ~N a RFRI I l 118 ~ ~ I ~ F~ d ® ~ E a- ® a -0° ~ FLOUR JOISTS ' ~I ~ 3 ~"z X 1, s® LYL ~ } 1 a ~ - 111 ~ " y , T A I ~ ~ _ ~ X 11 ~ LVL _ _ PROTE lVE RR ER _ t~. ~ m ~ ~ ~ ~ 3 ; ~ 2/6 DOUR I ~ 5J~ TUB ~ ~ i >d Ilya LVL I @ ~ AND SNUUJER z 1110 X FAU I txA5 ~ i 15/4 X 15/0 ~ ~ I - f - I 4 dV ( ~3 a e I -k~. - 1 ~ X Ilya LVL @ rs" I I '1 I " I ~t laa' X Ilya LVL I fY I "w~ t2) 3f0 Y F'A55 I 1 I ~ DrU TLE55 CxAS 1 >1 C 4'' II"/® V I r-4~ 6r-4" 2r.4" 4r.4" 2".4' ~ I L 3 X a L L_ _ 3`-6` 4 ir4 " 1- i r I m SNELV ~ II 1/6 ~ ~i ~ ~ ~ ~t I ~ 8 ~ 1 t X 1 a VL e d7 > i ~ 15/4 X l2l4 I •x ly "~d"7_--- I @ cv ) V TED W I UP ` ~ ~ m d - 4~ m z r ~ I 1 111 i0 1 I o I ~ x a 0 216 o N it vs 1 I I 4 x ~ I ~ ~v ~ OOR JOISTS ~ I 4 X 6'S T°( _ 3/0 FR ~ I I I TEMP ~ 6 X 12 WDR p ' " _ 1 X Ilya LVL ON IL I X12 310 WJSL - (2} 310 X 6/0 5N 6 3/0 X 10 FCs ~ 5~~a" X Ilya' LVL I ~ 6 x 12 HDR I N I - I 4 cy N ~ (2) 3r0 X 510 SN TRU55E5 I 4 X 8 HDRS ~ t2J 310.2 H510 5H 44 N(C~W CAR U7ALL 6Xl DR ~ 0 fl 0 i 1218 X 8/4 16'-4' 3'-6p 00 I~ 4 a 2 X l0 16' C/C x I 20'®4~ I I DECK J015T5 ~ NDZ L L, 4 X 14 _ QUILT-UF' CULt~'1N5 ~ ®..v. ~ ti 793 5. FT. 36 NltzH STEAL TUBE txUARDRAIL 24'-0° I PR r QiN ~ p L 2V 8 4,~ f 12'-6° 1-4 II 14 ~ 24 -0 0 ~ io ° - 1819 S0. FT. Ct~EGt 4 - 1 4 ' ✓L, {1°25, ~y OREGON . c . 164 5: FT. A o. 266 5c~. FT. F.~PINES~ DEo FIRES: DEC. 31,0 J5UDN364 -CLASS 'A' COMP. SHINGLES s IL 0 2 X 8 vE~iE BOARD - x 3 RAKE TRIM uj Q 5/4 x 8 TRIM O O GLG. O O 5/4 X 4 CORNER TRfM e o 0 ~ FLOOR QI OO N cc, GLG. Oj ~I O O Q ~ ~ ~ 0 F~OOR D ~ D D D D c~~. ~ ~ ~ ~ ~ G~CI ~ O~~ ~Q~ D D D D o~~ ~ ~DO ~ FLOOR ~ OO D ~ Q O ~ D OO HuILT-UP COLUMNS - OR PERMA-CAST COL. NOi~TH 51DINCs LECsEND 2 X 8 vERIaE BOARD 2 X 8 VERfiE BOARD x 3 RAKE TRIM CLA55 'A' COMP. BHINGlES Oj NARDIPLANK LAP 61DING - 6' EXPOSURE GLA55 °A' GOMP. SHINGLES I X 3 RAKE TRIM Q2 HARUIBHINGLE PANELS Q2 ~3 NARDIPANEL WITH I X 2 BATTENS m 16' GC CLG. ~ CLG. OC o ~p~. GLG. ~ CLG. a~ o~ LOOR Q Q O FLOO GLCx O Q ~ CLG. p ~a~~r p ao D D F o CLA55 'A' COMP. SHINGLES ~ 1 I~{~T ~ ~ 2 x 8 VERGE BOARD a X 3 RAKE TRIM ~ ON LL ~s 0) 14 5/4 GORNER TRIM 7!M 1Om ..Ndpl C 0 too CLG. O ~ Ov 0 FLOOR a O CLCs_ 0 O Oj 0 R X 10 TRIM ~ ~~~~I~n~~~ FLOOR ~ ~~0~~~~~ ~ ~ CLG. ~ 1 ooo~o~~~ ~o~~~oo~ ~~~~~~o~ ~ ~~~~~aoo ~o~~ r ~~o~~~~~ ~~~~ooaa ~ e ~oa~ ~ ~o~~ OREGON ~~~~~o~~ o~~~ ~~~o ~~~o AN y 25, v ~~o~ ~o~~ ~ooo ~~a~ FLOOR D. SOUTH e BELDN3'78 EXPIRES: OF-C. 31. 11116 U4 S d) 120'-~® en ~ 21D°-0' 20'-0' 20'=®' 20°-0" 19'-8" 20'®4" > ® r } v~~ @6 0 r ~ S° ~a. I _ N I _ I m 7 I I ~---__...-___________J i._~_________________..~ ±___________-______J ________.a r..®_____________®__ I I I "1 I I I I I I r~____-__ r_________ ~ r_______-___ r®__-_ 1 ~ ~ I I I 1 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 361W X 30°~ X 20' FT I I I I I I I I I I j j { WJt4J ~5 BARS ~ TOR < i l I I I I I I I - 4` GONG. FLOOR 5L WITH I I I I I I ! I I 13077 tY'P~ AT EA. UNIT I I I Q I>3ERME5H O~l%t? 6 MIL. BLAGi4 d I I D2 ~ I I I I I I I F 2 1 I I I I I I I I POLY `,PB. OYER MIN. 4' 1 I I ~ I I I I i i I I I I I ~ 2 I I I 1 ~ ULAR FILL I I 0 I.... 1.._.......__ I ~ l i ~ I 12 1 I 0 l I I 1 D2 I I I I ro- ~ I I I I I I I ) I 3 1 I ~ I I I I I I 11 G 11 I I I 61 ~ j 1 , ~ , I 1 I I I I I 5 1 I I ~ I 1 3 5 1 I 5 1 I 5 1 I 5 1 I ~-10' 1"-10' 2 1'-4` I I ~ ~ ~ i I I rJ ~ r~ ~ I ~ r ~ ~ I 1 " 1 / B / M 1 ~ ~ '-10' 1"-10" ~,-AI I I 1°-A" 1°-10' A'-101' $`®101 ~,-10' i°-A/ I I 1'-~4" ~'-10" A-1 $-10 ~ -10 1-A I I Y I I 1 1 , 1 I I I I I 1 I - I 2 3-4 A- I I I I i I I I L__, r` r I O _ ___J I II LJ I in I I __J L____ i I _ I I _____a L___-_ _ I I ~ I I I I r 7 r, ,.r®1 r- r-- I , I r- r-°r°°r 1 r 7~ °7 I r- r- I I I I L__~1 I I I I 1 ~'®®J L® J I I I I I 1 i___J L__J I l i LJ I I i t I I I ___J 1 1 I I I I L.___ I I LJ I I LJ I i L_®_ __J I I ; I I I I I i r"" I 1 I I I I I ~ I I 1 I I I i t ~ ~ i t 1 I I 1 9 I I 11 1 I I I I I I ; I I 11 I II it D? 1 1 1 1 I I 1 1 I I i I ~ I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I 6 I I I I I I I I I I I I I I I I I I I I I I ~ ~ r L.J--~1J I ~ I I l i I I I I I I I I I I I 'I I I I I I 1¢ I I ~ I I 6 I I 3 1 1 3 11 ~ I I ~ I I 3 1 1 3 I ,e 1 I 6 I I L J Ir ~ L ~ L_ J L I I- _l. _ rJ ~ _ I I _ r ~ I~ ~ r' 7 _ I I _ r ~ ~ ~ ~._r-~ J I I r'a ~ I ~ ~ ~ U" ~ I I s' ~ll ~ Z ~ I I I- I I I I A { 1 4 1 I I 1 4 I 1 ~ 1 1 I I I 1 r'. _...rl r~ r-~ _ _!-1 it _ J-- "1 I I r' Z ; L _ ~ I I ~ 6i i I L - ~ r ~ ___a m I r _ _ _ _ 1 I T~#IGi~EN E~CaS B - ~ - - ~ _ _ _ r---_------ ~ r.-~ OF PO H 5L y. ~ r----______ ~ J , r__ L _ I I I I ~ J c(t ~ I I I I ~ , .J u L.~ ~ . I I 1 I 1 I I I ~2' X 12" GONG. PIER n 11101X20°XIO'FT 1 T, -Pi-®" 2`°8`2`-$" Yi®~® 2'-V"2°'8" M'®U® FI-~i ryi-pM ,li®~/ qB-Qtl 12''8" l'-4' 1'-4' 12'-8' 12'_5` 1'-4' l"-4' 12'-8' 12°-8° 1'-4" 12''5' 7'-4' a Its 0 20'-0' 20 -s~ 20 -0 20 -0 20 -0 20 0 00 a a X 120'-0` gg L`~ o~ asp .0 0 it 01 W'U 0 M I~ L o , 1 1'a - 1-0 " o-L INT. I 181 X 18` X IZ" 2 "4 BARS EA. WAY EXT. 1 18° X 18" X 24 2 ~4 BARS EA. WAY U ~ 2 24' X 2A` X 12" 3'4 BARS EA. LAY ALL F0071NC~5 70 REST ON FIRM UNDISTURBED 501E GARABLE 3 30° X 30' X 12" 4 +4 BARS EA. WAY OF SUPPORTINCz 15 PSF ® GONGRETE DE51~zN STRENGTH TO BE AS FOLLOWS: 4 361 X 36" X 12' 4 "4 BARS EA. WAY tUp BASEMENT AND FOUNDATION WALLS NOT EXP05ED TO WEATHER: 2500 PSl , 1 r p '/V BASEMENT AND IN7.5LA85 ON CxRADEd 2500 P51 5 40 X 40 X 12 5 4 BARS EA. WAY' ~ WALLS EXPO5ED TO WEATHER: 3mOm F'SI + 1 EXT. PORGHES ~ 5TEP5, GA ORT 5LAB5 AND CxARA~xE 5LAB5: 3500 PSI 6 48' X 48' k 18` 6 "4 BARS EA. WAY PROvIDE 2 X PRESSURE TREATED MUD SILL WITH ANGHOR BOLTS OREGON a AS NOTED ON FOUNDATION PLANS 1 60" X 60' X 18' 7 ~4 BARS EA. WAY ~9®C' 25. fly1,0. 1 48` X 60" X 12` ~4 BARS ~ 9' G!G lye D.~ EPIAI D X= DEC. S3. FPDIN3l8 ~t Lu - 12~'-~' Y/ Yd 2~°-0' 2sa'-PJ' 2~'-~' 2~'-~' 19'-8' ry~l_~1 } ~ rDlt y~ ~ a ~ rya 1 e t~1 1 rwev®w®rmor®®aimrw ® ®s®oaawaaerw• ®~sr rwowerurmw w'r rwara ®rr swmraewr® ®rrso "1 ~ A ~ _ ~ ,A » a A n a n ii n a a ~ ~ ~ ~ I~~~~ ~ ~ ~1 / i ......®_...~r.® _®....~_~_®...._®.m.« 1 ~M 0 1 I Q_. v ~ A 0 9 9 9 - - r-1 _ _ r~ r~ _ _ r~ r~ I I 1 1 1 1 1 1 1 1 IL) I it a i ~ ~ ~ ~ ~ o a a a , B i 1 Y ~ - N 9~ ~ ° ~ tl 1 ~ ' ~t v DI a l 121-6' 7'-4' l'-4' 12'-5' 12'-8' 7°-4' 1'-4' 12'-5' 121-5' ~'-4' 12'-8 1'-4' 0 ~ B 1 I 1 1 1 1 1 P 8 1 tl 2~ -D 2~ -D 2®' 2~ 2~ -0 2~ 12~'-0° a a I x -k ON IL L lJ 0 Coo 0 L 0 mc~ ® mC== r I 11 II I ~ 6r SEE UN17 FL«~c~R PLANS FDR FLOOR FRAMIN~x L SEE 'L' SHEETS FOR ALL SHEAR WALL LOCATIC7N5, St.~HEDULE5, DETAILS ANI~ SPEOI~ICATIONS P w z OREGON vac ~,1y D, . EXPIRES: DEC. 31. FPDIN375 s lU LU 920'-~' 20'-0' 20°-~' Z0'-iZ~' 20'-0' 20'-0' > Q v `~I I~ I ~ t i 9 s ! ~ r KS 1 I I! I I I I I I I I I I I I ! I I 3 s I 1 ~ I I A I I I 1 I I ! I- - I I I I ~ II - - ll p II II Iill 1 1 11 UII I I Bl A ~ II i ~ , II II I I u~l~ as ~ ~ - illi I I 1 A ~ ~ ~ I! I ~ o n 11 e~ n a II a~ I I 11 ' O LL B - - li - - li _ 1 it 11 i ~ ~ ~ 3 i i i i , , i i 1 ~ ' _®_J ______~__W__ ___J ~:__,a DECK ~ ~ ~ sn ~ ~ >~ECIC t7ECiC ~ I; ~E ~ I?ECK I AEG 0 H 1~3 ~ ..e. WM, L H CO y H C`~ Hy a X 12'-5® °l'-4' l°-~4' 12'-8' 12'-8' "I'-A° 7'-4' 12'-8' 12'-8® 1'-4' 12'5' °i'-4' 20'-~' 20'-~' 20'-~' 20'-+~' 20'-~' 20'-0' O N IL 120'-0' 00 0 0 .L t., ~ ~ o go r H H 00 19 p M~ Low Ld 5EE UNIT FLOOR PLANS FOR FLOOR FRAMING 5EE "L' SNEETS FOR ALL 5NEAR tUALL LOCATIONS, SCNEOULES, DETAIL5 ANI~ SPECIFICATIONS ~25,t fY D DE-C-01.0 3 FPD2N3°i5 s 120'-0' ~t ~ v _ ~ Q~ ~ 20"-0' 20' 20'-0' .20'®0° 2®'-0° 20° 0" ~ m ~ry !n 0 S ~ 101 ~r } fee I . ~ p en r....._.e_wn G': :'.l ~ i.:' .'.'p ~'e.'.;.'.:' . g~ j) J~ . ) ':.Y'. ~''.S 7 AA A ,:t'~, `t y7.'.. j ?;p~ti :.z .~:?rl,:r..,, ~ E, E °~I f l ~ r ! ~ t:. ~ I::.:;::a rill;::,: ~f" . I i.. t ~ ~ ~ ~ ~ :i t ~ t ~ 8 0 :i a fi: -~y ' 9 ( :.I ! ` 1`~ 1 1.'..:: ~ 1:.4.'1. I 1 1 i ::~1 I c _i 5t t l ..i } a I ~ ;?f 1 t 1 1 .1 1 I ~ ~ l ;::I ~ j 1 ! ~c , c::. s,::~ ~i . 1 2 s i n n ~ n ~ n ~1N I T NIT ,~..:e•::.~?~, l~N I T T uN I T N I T p •`i':~: r:~~..:. • I::~::. . .~:~::c ::ds~: ° ° r '''t~ ~{7C{':'ri e 2~ ~I~ 24 C G 24 G / 2 ~ CJ 4 / 24 , . , i;~i{;''6:ii' ^}.\:r::: i'~rj;ir:i:i a::::::.:;:r.i ! iv i'~,.,~ , 55 S S5 5 T U5 5 T 55 7RU RLl ~ R TRU55E5 RU ~ i~f a i~ ~ ,'ll:,:Cf:'~' j ~ 1 f ~ I..' ' ~ i - ~ ~ ev ~ O;' RI5 F#ICxH ~EN51TY INS. IN 2 4 ~1 C~ FR E1~ >3UIL01N 5ET A T7RICAL ~ ALL OFFSETS 16'-4' 3°-b° 3'-5° I~'-4" 16'-4' 3'-5" 3'-S' Ito'-4° lb'-4" 3'-S° 16'-4" 3'-5° 20'-0' 20'®®" 20'-0' 20'-0' 20'-0° 20'-0° 120'-0' n ~pr~ ~e ,py p~ p~ Ilp~s~ Ii 1 1'1 ~ T'~L/ 1~ ~lael~" . ksrd J8r®l-0 a c 4m oc~ a I x 5EE UNIT FLOOR FLANS FOR FLOOR F MINCs SEE °L' SNEET5 FOR ALL SHEAR WALL LOCATIONS, SGHE>W?ULS, DETAILS ANIJ 5PEOIFICATIONS ~RO~~IG~w AtTIC BEN T (CATION EOUAC ; O l.~S00 OOE- THE ATTIC AAA WITH AT LEAST 50ao AT 'OR NEAR 4 WE RIE~G"E ~3ITN ALA$dOE AT A'~~ES SALE ENS ° PIKE TA}ENT F'~!~ ~'-0" EACH SIDE ~SG?C~IFIEC> 2 N°'''~ WALLa ' or= ® n~ Adkk 00 o (0,00 L L Lo w 'Lol w ~ L i, 5. ~,1~ t~ W Ott 17 0 t7AEG E OREGON . °~G ~~C j Y 28 pa a D. Explfl~s: oI EC.,. FRB1N3~5 s N MiN. 235 GLASS "A' COMP. SNINC~LES OvER 15~ FELT OVER liz° PIUD SWTCx. E-°-- f X 2 RArCE TRIM 3 ~ ; I i ; i 1 I i i 2 X 6 VE ~ CARD ( i i i i ~ i 3 ! 3 ~ '4" GtG TR~ISS ' € t i ' ; ; { r I ' t R-38 LOUA+I 5ULA7~ ON , ! I I 1 a 3 ! j SiDINCx A5 NC7TED OvER a > 15" FELT OvER 1116' 05 SHTfx. ~ ~ 10 WEARER 51DINC~ G4°ER 15 FELT I~~° CzUJE3 F(NISW ~ OvE 1/16° aSE, SNTC~. ~C 0 w i; Q ~ FIN15W FLOOR OVER 1~2" F'ARTlGLE ~ OYER S%° F'~U~ 5U~-FL~~R ~vER tU 1 11 1I5° FLOG Ol ~ ~ R J 575 TYPICAL EXT. tUALL: c~ 2X616"G1GFR 1NCx tUlR®21 GATT INSULATION ttl Ins" ~zWB FINISH 2~e~, ~ POLI`DEGK G~ATiNG 0 -a OVER spa' PtUD SU~FLOOR ~ ~J~ASG~AT ~ HIND 51 INCa ~ ~ 0 " ~ CONT. 6 X 4 5.P1. FLASNINCa s' ~ UINAPOR ~ARREER OAR I' FiN15W FLOOR'7vER I~~' PARTiGLiv ;3D. ~ ~ i~ 7 OVER sus' PtllD 5U;3-FLGOR OVER ~ Q RFPI 11 11&° FLC70R J?~i9T5 ~ ~ ~ 36" NIGH GUARDRAIL UIITW IL. WITH llt2° 5Q. STEEL TUBE IL5 ILv AND P' SG. vERTS ~ 412" G/G r 4°1/z" C/C R25 ,AT S i f ~ ` i STEEL FRAME UJITN UJlOX26 STEEL ~EAh1 I i 1 5EE "L' SHEETS ; I ~ ~ ~ I I ~ ~----13UlLTsUP COLUMN 1 1 1 ~ ~ I ~ i E i i 4` GONG. FLOOR 5LAI3 OVER + ~ ~ ~ 1 b MIL. POLY V.E. C~vE i p j MIN. 4' GRANULAR FILL i ,il SLOPE ~ !/e'JFT TO FRONT `1 l t ~ x 3 ~ L, I~ A ~ 1, s»»" ~ ) ~ I ~ 1 10 10 1 1°I~ ~ ICI REF, TABLE 23-11-8-, I~~ uBfl GONNCTf®N NAiLiNCz ' ~~NNCTi~N NAILING ' n~ II !I 4m 'o I, S(LL TO JOIST flR GIRDER, TOENAIL i9) - Sd 20. iL'POD ST~IGTURAL PANELS AND PART(CLEBflARD:' BRIDGINYs 70 JOIST, TOENAIL EACH END (2T - Ed SUBFLO WALL ATHtNG (TO FRAM ) , I a 1~a(A5` X 3. i` X 6' SUEKLOOR flR LE55 TO EACH J015T, PAGE NAIL 8d ~/j' LESS _ 5d q 4. WIDER THAN 1' X b' SUBFL TO EACH JOIST, PAGE NAIL f3) - bd 19132° - 914` Sd pR bd ° ' 5. 2' J.16FLOOR TO JOIST pR GIRDER, BLIND FACE NAIL t2) • 16d 1!S' - i' 8d' 6. 50LE PLATE Tp JOIST OR BLOCKING, FACE NAIL 16d ~ IS' C/C I V6' - l I/4` IPd~pR 8d° 1. TOP PLATE 70 STUD, END NAIL f2) - 16d 1 MB. SUBFLOPR• ERLA NT fTO FRAMINGd I 8. STUD TO SOLE PLATE td) - Sd TOENAIL (2) i6d, NAIL 3!4' AND LESS ° 9. DOUBLE BTUD, FACE NAIL 16d + 24` O!C 1~5" &d ° "APO goo Ifl. DOUBLE TOP PLATE, FACE NAIL i6d ~ 16" G/C 1115' « (114' Ifld'OR bd ® I DOUBLE TOP PLATES, LAP SPLICE b - ibd 21. PANEL 61DING fTp FRAMING) > 0)2000) 1L BLOCKING BETUIEEN JOISTS AtdD TERS 70 TOP PLATE 3 - Sd ~~y° LESS bd° I na n V 0 c '"Lo !2. RIM JOIST 7p TOP PLATE Sd ~ G1G 5/S" Sd ° 13. 70P PLATES, LAPS AND (NTERSEGTICNS, PACE NAIL 2 - !bd 2S FIBERBOARD SHEATHING' TYPE V NON RATED GONSTRUGTiON IUITN MOT7IFIED HEADERS C~V~R EXTERIOR tllALL' ©PENlNGS TO I~~ ~ X ~ 14. GcvaTlNUpus HEADED Tp NIECES 15d ~ 16' G/C ALCM EA EDGE I>x` °11 GA," 2 NR 1llALL5 EXCEPT U3WERE NOTED OTNERlU15E ~ 15. pEILIt"Ka JOISTS TO PLATE, TOENAft ~ - ad Sd' EXTEND RATED A55EM~LlES EN(ND SOFFIT5, P05T d HE FND TO COMPLY UJ1TH U.i3.G. SECT. 251b 0 16. CONTINUOUS HEADER TO STUD q • Sd (T. cEILINkz Jolsrs, LAPS OVER PARrlTIONS, PACE NAIL ~ • 1d~d ~h1 G~® STAIR STRINCxERS, FIREPLACES, SHAFTS, TUBS ETC. PR0~1D DRAFTSTOPS AT FLC70R AND GLC~, LINE AND AT 10' I ~0 Is. CEILING JOIST TO PARALLEL ERs, PAPE NAIL 9 -Isd 25x32, s , ALL ExF'05Et~ PLY OD TC? E M1N. G-G EXT GRADE WOR(TONTALLY ~D vERT1GALLY IAIU SECTION 106 055E 1s. R R TO PLATE, TpENA1L 3 - ed hs GA.® ALL C7TNER PLYt1~OD TO ~E STANpARi~ GRADE 1st a 2nd FLOOR 1NT, SEARING tUALLS TO ~ 3 X 4 - 16" GlG tY Ul 0, A BRACE TO EACH STUD ANC: PLATE, FACE NAIL 3 ° ~d 39 INTERIOR P L1NG w 21, 1 X 8 SHEATHING pR LESS TO EACH BEARING, FAGE MAIL 2 _ sd jd, 4dm PL.Y"s000p NAILED tUiBd ~ 6 GIG ON PANEL EDGES PROVIDE ATTIC YENTiLAT10N ECULlAL TG~ 11300 OF THE ROOF AREA ® CD P L 22. WIDER THAN 1' X 8' SHEATHING 7 EACH BEARING, FAC,e NAIL 3 - 8d 5dn AND 12 GJG ON INTE EDfATE SUPPORTS UJ1TN AT LEAST 5~9a PROVIDED AT THE RIDGE AREA 23. BUILT-uP pPRdER STUDS Isd ~ t6' GrG NOF;iZ. STRUGTU L MEMaERS TO ~E MIN. ~2 DF DOORS, UJlNDO1L~5 AND INSULATION TO ~E IN AGGO ANGE tUITN 24. BUILT-UP GIRDER BEAMS 2®d ~ 92' CIC AT TOP AND BOTTOM WITH ST RED • 2 2pd AT EA EACH SPLICE 2nd FLOOR TOP PLATES ONLY - ~2 DF ENERGY GOMPLIANGE PATH ~ 25. 2' PL 2 -Isd AT EACH BEARING ALL OTWER PLATES, LOCKING ETC. TO E MIN. ~ 3 DF ENTRY COORS: U=0.54 FLAT CEILING: R-3B STUDS TO E STUD CaRADE lU1Nt70W5: LI~O.AO 5LAF3 EDGE: R-15 IUALL INSULATION: R-21 1. C ON X NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED b. C SlCN! RESISTANT F "INK`S NAILS WITH ills' 1NGH DIAMETER HEAD 2. NAILS SPACED AT b" CIC as EDGE5,12' GJp INTER'1EDIATE Ii'a' INCH LENGTH FOR SHEATHING I$G' fNCH L TH FpR SUPPORTS ESCEPT b' CfC AT ALL SUPPORTS RE SPANS ARE 46' CR MORE. 2513? INCH S6dEATHiN~z CONS ING TP THE REC~JIREMENTS SECTION 23049 FOR NAILING OF L7 5TRUCTUIRAL PANEL AND PARTICLEBOA 9. GO OSION 51STANT STAPLES U71TH Ns~°'iINAL itlEa INCM CRCe^U,N ANb lU°' INGd°d DIAPHR SAND SHEAR WALLS, ER TO SECTIONS LENGTH FOR ~a' SHEATHING AND 1~` INCH LENCsTN FGR 25132" INCH SHEATHINk'a 2915,9,3 ABD 2315,4, NAILS FOR WALL SHEATING MAY BE C CN, BpX OR CASING ' Rfi iING TO THE REOUI ENTS OF SEGTIpN 2304.9 OREGON 3. G pN DEFORf1ED SHANK 3P. PANEL SUPPORTS AT Ida 1NCHEb - 2p INCHES IP STRENEsTN AxIS iN THE L DiREC71ON 4' C ~ OF THE PANEL, UNLESS OTHER6U15E MA D. CASING FN(5H NAALS SPACED Ye 2 5, S. DEFORMED SHAN4C 6 INC6dE5 O;N PANEL E E5, I2 INCHES AT 1NTEat'1EDIATE SUPP S 6. GPRRPSIpN RESISTANT 51DING PR CASING NAILS G~iFpRMING TO THE 91. PANEL 5U RT5 AT 24 1NGHE5. CASING FCJR FINISH NAALS SPACED S" PN PANEL D. REQUIREMENTS OF SECTION 23043 EDGES, 12 INCHES AT INTE DIATE SUPPORTS. 1 FASTENERS SPACED 9' C/C ~ EDGES AND b' G/C INTERMEDIATE SUPP S EXPIRES: DEC. 31,O JS N318 a s 2X~-16'CJCF INCA 2 X 6 P.T. S1LL UJiTW A.B. A5 NOTEC FIN. Cz CE ~ ~ II II II ~i ~ PARTY tUA - 5 4 UNCOATEC REBAR LL EE , en a r MIN. ll) PER BLCC~. LAP CBL PT. ? x 4 51LL CETA(L ~N C2 i 2 X 6 P.T. 5 UJ T_~ I~ ILL I N MIN. 1? IF SPLICEC ? X 6 P.T. 51LL IUITN UJJA.B. A5 NOTEC X r A.B. AS NOTEC ev . A5 NOTEC _ ~ CaA CxE SLAB II i ' r I - x ~ , Ae®0 ~I 4 ~ vERTS m 15 CJC u f~ ~ li I ~ ~ II II II ~A 5 A ~ m Illla I ~ ~ Ra~E L ~ WORIZ. BAR5 16 CJG ~ all ~ ~ II RI5 RICxIC INS. I R15 RIGIC IN5. y4 NO m Ia RIZ BAR5 16 CIC } , " II p ~ M m t 1 ~ WORIZ. BAR5 m I6 CJC 4 VERT5 15 CIC "4 VERTS m 18 CJC ? II II ~ ~ =4 vERTS m 18' CJC ~ II it III WOR1Z. BAR5 m 16' CJC ~ 0 ~ l~ m r II ° II m II "4 BAR5 C NT.--- # f2) ~4 BARS C NT. _ (1) 4 X 20 LONCs UNCOATEC BAR o ~ 15' MIN. ONE REO. EA. BLCCs. 15' ~4 BA CONT. f?) "4 B R5 CONT. 24 30° 9/~e ~ 1~_~e ~~e 1,®~e 4 of a 1i®('~® 3,~m r I,mO° II ALL STEEL REINFORCING 5N ItllA ASTM A615: GRACE 60 -REBAR 'N' ? CL LAP 48 CIA ° Ul BAR °M' 2 k 6 - 16" CJC FRAMINCa II 2 X 6 PT. SILL UJITN A.B. AS NOTEC FIN. CsRACE ~9 II 57EEL F E m II a II 5EE 'L° SWEETS D IV~WA~" O BACKFiLL WALL U11TN R R CsA E SLAB ~R Ae II FREE CRAININCs ~xRANULAR I~ ~ m , . MATERIAL 4 BAR5 10 II P ~ II X Ii~ 0 ° p ° b ~ REBAR °M' I, 3° o PERF. PIPE P ~ vERTS m 16° CJG II WILTER FABRIC P C~ a q x II 4 WORIZ. BARS m 16 C/C ~ ~4 BARS m 16' CIC FLOOR SLAB ~ *4 BARS 9" C/C EA. tUA1' II REBAR II U II Il ~ II co It i0om 8 ~ GLR u . } ~ ~ - m L 00 a It II G e SUS A ~8 UO(j co, ,Lo II B b iV II ° (3) 4 B R5 CONT. ~ 1-0 70P ~ BOTTOM -0- W W~ A G B BAR 'M' BAR 'N' BAR '0" 4'-4° 5" b° "4 18' CJC *4 m 16' GJG a4 m 15' GJC OREGON j ' ' S'-4" b' 10' 10' ?'-4" "4 m 16' G/C p4 m 18' CJG +4 m 15' CIC 7°-4" 5° 1'®?' 1'-?' 3'-0° ~4 m 16" CJC •4 m 1G~° CIC R4 m 1&' GJC 9'-4' b' I'-5° P-5' 4'-0' m 9" CJC "4 m 15' GiG ~4 m 18° CIC 9fC~~, Y25,1 s' ~ ° 1'"m' GONGRETE Fc; 3000 5 PI RD Q.Ra (1)15' m 'A' 3 'B' UNITS REBAR.: CsRACE 60 Nt: I?' FTC~5N318 EXPIRES. p~C, 31, C7*~. 4~®/Ag ,ii-/q I NO PENET TIONS OR OPENINGS ALLOWED NO PENETRATIONS OR OPENINGS ALLOWED IPTIY Nd41i{.1 REF. TABLE 23.11-8.11991 CLA55 "A' COMP, SWlNGLES OVER 15"FELT CONNECTION NAILING GONNEGTICN NAILING OvER',?" FIRE TA ENT PLYWOOD SWEATWIN . FOR 4°-0' EA. 51DE C)F WALL I, SILL TO JOIST OR GIRPE'R T AIL t3) - 0d 26. S TURAL PANELS P fCLE130ARD, W 2. BRIPGINs TO JOIST, T AIL EACH ENP t2J • 0d SU6FL L ATHINa tT0 F ING9 bd, 3. I X b LOOR OR LESS TO EACH JOIST, FACE NAIL t2J 0d ~9 LESS 4. WIPER THAN I° X 6° SUBFLOOR TO EACH JOIST, FACE NAIL t3J - 0d 19!32' - 314° Dd'OR bd' 5. 2' SU OOR TO JOIST OR GIRDER BLII~ FACE NAIL t2) - 16d T/0' - P , 0d' 6. SOLE PLATE TO JOIST OR SL NG, FACE NAIL !bd • 96' C/C 1110° - 9 V4' 10d OR 0d ` 1. TOP PLATE TO STUp, NAIL t2J - 16d t . StIIL ERLA T tT0 F ING7 0. DTUp i0 SOLE PLATE t4) - 0d T AIL t1) Ibd, NAIL .314' LESS bd° 9. PCUBLE STUD, FACE NAIL 16d • 24° C1C l/S' • 1' r 8d' 10. P LE TOP PLATE, F NAIL Ibd • Ib` C/C I 1 i0' • 1114' 10d OR 0d' LMJ p LE TOP PLATED, LAP SPLICE D -Ibd 2T. P " L SIpIN"a~tTO FRAM ) bd` li. BLOCKMG BETWEEN JOISTS RS TO TOP PLATE 3. 0d ~i LE RIM J010i TD TOP PLATE 8d • b' C/C 510° , 0d® 13. TOP PLATED, L MTE CTIOPIO, FACE NAIL ? -Ibd 20 FIBS ATNII~Ka Bd. HEApER TD PIECES Ibd • 1b' C/C AL EA E 112' ~I GA, 15. CEILIAKx JOIDTD TO PLATE, TOENAIL 3 - Dd 6d` Ib. CONTI 9 HEApER TO DTUp 4 • 0d hb GA" ti. CEIUWs JO10T0, L OVER PARTITI~IS, F NAIL 3 - Ibd 2513?' hl GA` ~ ~ 10. C8ILING JOIST TOP EL ERD, FACE NAIL 3 -Ibd Dd ` 19. TER TO PLATE, T AJL 3 - Dd ryb GA,' m B' BRACE TO EACH STUC7 ANp PLATE, FACE NAIL ? ° 0d 29 INTERIOR P LING ~ OPENINGS FOR VENTILATION 9 21. I X D DHEATHMCx OR ZEDS TO EACH BEARBP, FACE NAIL ? - 4d ALLOWED IPd NON-RATED SWTCx. ~ WIPER THAN I' X 0° ATHII+Ka T EACH BEARx, F NAIL 3 . 5d bd' 23. BUILT-uP R STUpO Ibd • Ib' C/C 14' G1C P -PA121GATED TRU555 24. BUILT-UP GIRDER BEAMS 20d • 3?' G/C AT TOP TTOM ANp 9T E - 2 ?0d AT EA ENp E SPLICE ?5. PL ? -Ibd ATE EsE i~x BEVELED 2 X PLATE R-49 BLOWN INSULATION DOUBLE 2 X BLOCKING BEVELED 1. OR 8OX AWILD MA7 BE UDEp EXCEPT WHERE OTI~ERWIDE STATEp 0. CO ION RESISTANT FOCFING NAILD 1UITH Tlib' INCH pl TER HEAD NAILS SP AT b' C/C • EpGE0,1?° C/C MTERMEPiATE dND I~' PNCH TN f'a° DHEATHMG F~<' MC61 L TN Std S EXCEPT b° C1C AT ALL ORT3 tUdERE SPANS 48' OR M ?513? INCW ATHIN~i RMING TO THE REQdd) S OF DECTI~t ?304.3 NAILING OF p D TUIRAL P LAND PARTICL 9. C SICN RESISTANT DTAPLES W;TH NOMMAL TJib I C " 1d'e' INCH i/ e PI AR WALLS, R TO SECTIONS L TH SHEATHMG AND I'aa MCH L TH FOR?5132 H ATHII~K's ? GYPSUM WALLBOA 2315,33 ABp ?915,4, NAILS FOR WALL AT1NG t1AT 8E BOX OR CAS MG TO THE REC~idl TS OF SECTION 23®49 3. ON OR pEFOPd"IEp SHANif iO. PANELS Rf0 AT ib MCHES - ?0 INCHES IFS TH AXIS N THE L p1RECTI~I 1 LAYER EA. 51DE OF d- 4. CN THE P L, UNLE56 OTHEI~!lISE M D. CA511~3 OR FINISH NIALD DPACED yg ° GWB NAILED IN PLAGE ° 5. pEF p SH b I S Crl PANEL EDGE8,12 INCHES AT (ATE SU S b. ION RESISTANT SIDING OR CASING NAILS ORMMG TO THE IG P D D AT ?4 IN D. CADMG FOR FMISH NlALO DPACEp b' ~ P L REQUI ENTS SECTION 23043 E S, I? ED AT INTE pIATE SU RTS. y ' lNSU AT(ON 2 X 4 ' 1~° S T FAB RS DPACEp 3' C/C • E ES 6° C/C pIATE SU RTS 3 ? BATT L ~ ~ 5ia' GYP. BOA EA. 51DE APPLY PA LLEL OR AT RIGHT ANGLES WITH STUDS WITH ~d COATED NAILS I T/8° LONG, 0.0915' SN I® AIR GAP 1~4' HEAL75 g 4° C/G. NAIL WALLBDA 70 70P AND BOTTOM PLATES ~ 4' G/C. 5T ER JOINTS EA. 51DE WORIZ. BRACING REQUI D ~ MID HEIGHT. d► MEMBRANE PENETRATIONS AT RATED WALLS: FIRE RESISTIVE WALLS MAY NAVE OPENINGS NOT EXCEEDING I6 SQUA INCHES FIN. FL®OR DYER y?° PARTICLE Ind g 12' clG TO J015T 1L. FOR 5TEEL ELECTRICAL OUTLET BOXES PROVIDED THAT THE TOTAL OF OPENINGS BD. DYER PWD SUB-FLOOR 10d ~ 6' OIC 5UB-FLOOR TO JOSTT FOR EVERY 100 SQUA FEET OF WALL AREA GOES NOT EXCEED 100 SQUARE INCHES. OYER'~PI II l/5' JOISTS 4 ELECTRICAL OUTLET BOXES SHALL BE: STEEL OR RATED PLASTIC. WHEN RATED PLASTIC BOXES ARE USED TWEY IL v ..SHALL HAVE A RATING. EQUAL TO THE RATING OF TWE ASSEMBLY IN WHICH THEY ARE 7O 13E INSTALLED. FIREESLOCKING: FIRE BLOCKING IS REQUIRED A7 THE FOLLOWING LOCATIONS: CONT, 1~~4° X II i/8' LYL RIM I. IN NGEALED SPACES OF STUD WALLS, INCLUDING FURRED SPACES JOIST W/t~BL LVL BLOCKlN~s AT FLOOR AND CEILING LEVELS AND AT 10 FT. INT. HORIZ. .PERT. EACH BAY 0 2. SOFFITS AND DROP CEILINGS 3. AT OPENINGS BETWEEN ATTIC SPACE AND CHIMNEY CHASE 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, . FIREPL E5 AND 51MILAR OPENINGS WHICH ALLOW PASSAGE FOR FI AT CEILING AND FLOOR LEVEL5" WITH NONCOMBUSTIBLE MATERIALS LAYER EA. SIDE OF ~ ACCEPTABLE FIRE BLOCKING MATERIAL: (EXCEPT AS NOTED IN 4 ABOVE) li?' GYPSUM WALLBOA f~?' GWB NAILED IN PLAGE 2' NOMINAL LUMBER, GYPSUM BOA ,MINERAL FIBER, CLA55 FIBER AND CEMENT ASBESTOS BOA OR OTHER APPROVED MATERIALS SECURELY 2 X 4 - 16' STUDS FASTENED IN PLACE. 3~s?° BATT fNSULATION 24° MIN. r m .TIGHT FITTING OR 2 X 4 - 16' /G FRAMING FIRESTOP 5i6° TYPE "X' GYP. BOA EA SIDE r APPLY P ALLEL OR AT RIGHT ANGLES q WlTW STUDS WITH 6d ATED NAILS 11J5' LONG, 0.0915' SHANK I/4` HE S ~ 4' G/G. NAIL WALLBOA TO TOP AND ® BOTTOM PLATES ~ 4' CIC. ST ER JOINT5 EA. SIDE r® ® a atK 1 AIR G HORIZ. 6RAGING REQUI D ~ MID HEIGHT. 0(l if IN IL wo N. 10 FINfSN FLOOR AS NOTED MODIFIE 2 HR WALL METAL OR TED tom PLASTIC 88XE5 n. ass ® c > L 00 um r 0 0 L MODIFIED 2 HR WALL 3ia" TYPE °X° 4° GONG. FLOOR SLAB 00- ® 'V- ' I ~,LPJ,r 9 '~f} 4.* h 1 DD4 2~4' X 24' X510` TYPE 'X' CLA55 FIBER INS. STAPLE ALL EDGES BL D TO ONE 51DE ~ 10 FT. GIG MAX. v 10 I 9 ~ OREGON VIDE FIRE BLOCKING PER OSSC 5EC.105 9,.C, JAL y , t~ FLRIGLG. A55EMBLY: STG 55 - 59 fl W) REF. GA. FG 5101 D D. ~ti IIC 50 REF. RESEARCH REPORT 3433 DE51GN C~ WALL A55EMBLY - 5TG 57 - F. RIVE ANK AGGUSTICAL LA TL75-53 I®s ,i~® 5EE GA FILE NO WP 3370 FOR F{RE RATING ~tR EXPIRI CONTINUE WALLBOA ;fiEHIND TUB WWEN ON THI5 WALL '7" M2H TS 4 t°- 11.1 LU cp GLASS 'A' M#'. SHINGLES SIMPSON N2"5 l5- ) 7RU55 TO 51MF'. A35 L TO 8ci ~ 6' GlG 2 X 4 ~LOGKING v tt t_.-r°` 0 ~ ~rx' DRYWALL F1NI5N ~-~Y~; 26 GA. ~REFINI5HE0 GUTTER 7 X 6 - 16' GlG FRAMING ` .m.w-r'` R~1913ATT5 , { , , j..:,~tl ~ , ~ ST y~M~ Pl RIM JOI ~-...r t 51~INfx AS NOTED DYER (Y~;r, 15' FELT DYER lll6' 456 SNEATNING W1TN NAILING F'ER l~~'... TWE~ ATTAGNE~ 'L' SWEETS ' f-^, I I t ~ t i ~,.,r $ -~.,MW b m EQ 4m 0 a ma x NIL dp 0 o 0 oca > L 00 ' o c tl0 o PRO GYN't 7904 a NON-RATE " !tl C 11®/h9 OREGON W Y 75, SHOWN pERPENDIGULAR TO J015T5 R J? D. E EXPIRE : DEC. 31, Wi3ETN326 MINI lddftkl ®g WALL GKET tUALK~IN CLOSET i~ DL NDR u1 r N cty " v LvL NDR ~ r tt9~ r S4" - 38' NAND AIL tY a 2X12-i3' /C ®0 CA I E5 ~ ~ ~ I X SKIRT 3 c Z t~~PI 11 JSTS I ~ LvL NDR: tUiFA 34" - 38" i~ANDAIL %'s° GYPSUM WALLBOA 9' MIN, I i w S" MAX I ~c SKIRT u. 11 li II .1~ ~'-0" 5M, FL SNINCx ROOFIN~a A5 NOTED ROGiFINCs AS NOTED 12 " 2 k to - I~ C/G RAFTERS 2 X 6 - 16 CIG RAFTERS S 51MR. N2,9 EA. TF~.155 S'I;MP. N2,5 A. R ~R 24° GIG 24 CIC 2 X vENT L K TRU55E5 2~n CsA. GUTTER TRU55E5 t 2 X 6 FA5C1A 26 ~A. CaUTTER n ~2X~FA5CIA 4X1® 0 4X1OEAM ° ® a ON 0 viz' fi~5 ~fz' R5 PWD I 2 X 4 FRAMED COLUMNS I X 4 TRIM ~~a°'MDO IsUJp ~aCD .glow °o wah- 00) oop L u I' 1 n 1 acs ® L ou 00 j MIN, 4' CONC. SLAB ' DROP' I" $Et,OW FLOOR 5LA i X S TRIM t UYU o N~io 12' M(N Lo 02k ® 02 f. 2 X 4 GOL< FR INCx WMIL~°I STEEL STUDS a/s" MDO RIUf~ I X 8 TRIM t L !~b 'S C, ~ FIN. 4° GONG. SLAB Qy CxR E , e G ~ P is . I r~ ~ ~ OREGON 12' ~ ~ i~ EJ E ro DEC. 31, STRSN3l8 TI N N ~ I N UJ/ N. 1~ 1 itv ~ 1 U_j . 1 ■ X ! 1 lU~~ ~ C~N~°~ N uNl~ i 1~ 1~ 1 r INS 1 f ~4~ ~T~'lN N1~ 4 t r~ 1 1 1 a ~ ( I 9*. a ~ ,T„+.; ~ a«Ssvk~N 3m`~~'r,^, r.k,a~ , f-., , ~~t oo; s,~bs ,n... a ax w:'=;~ i 1 1 11 I I I I 1 1 EXT. Z - zx I I I I I I I I I v~~~ i~~~ ~ d I I , O ~ N ~ i 1 ! 1 1 1 I ~ _ _ _ 0 5 } co 71 I I I i i I I I I I I I I t, ~ ~ EXT. ,~~a < EXT.' ""J~ ~~,,,,~~rr .//ss I I I I I I I I I l i r'1 1'oe I "I'tro~ - 'T I ~ I I I I I I I I I I I 1~.; t- x"', i t l i 1 1 I I I i I I liJ4 X lsaJ9~ I I I i I I 11 I i I I~~ z. x ° I 11 I I I I I I 1 1,; 41 1 1 1 I I I I l i 1 1' y EXr. 1 1 11'~T I I `1 ,1~ s, ~ 5 1 1 I I I I I I I I I I- F I I i I I I I~~ pp°°~~ ry-,~^~ ,1.,, I i I 1 I _ t.d~ ,4N I lad ~ I~N ~k T. ~ ~ `':I I I I I 11 I I`~` r ~ EX II I sbI I I I I I I i I I 11~~ ~ EXT. ~ / ~L1~N8 ~,c~l1J J: I I I ! I 11 I I ! i ;~I I I I I I I I i I I,~ ~7 ____~~.®®I _ _ _ s _ N ~ z ,5 T1'~. OF ~ !3E 9~. rl= (6) SEE FLQORPLANS ; r 5 5 i>, ~ k~, 5jFk 4 " 3®.. p.: i y ~ ~ y ~I f; z ~ ~ ~ ~ ~ .:i 3: ' ' ' ~ INTERIOR r - ' ' , 3r3'-0' ~ ~lu EX ~ I= I ~.i ~ ~ - I k 55 ~ INTERIOR x - 4:. ~l INTE~210R 3'i'-sa" ?4'-t~' a BNTERIQR d :try B 0 ~1 Et INTERIOR 5 1 I rl. Y,, r< 9 ~ ~ ~ d,e ¢LL[: 3 9 ~ 55 I d EXT. I r~:< a~ _ } ~ L)OL(1 d 7 INTER°rryR 1~N I€ EXT. ~ 11 a a 1 'yak rµd J 1 ~ y j~ 5 'I 1 tr}~ `i ( ° ,~u ~`r ~ - If.~1 9 Nr, ~ EXT. : t Y 90 EXT, EXT. x 5 7 - y 5:+ 7. 5~ i ~ r ° - EXT sY'~f s 'b t: r ' ry INTERIOR 3; ` 1 _ s / a e ~ e . l it g . ~ _ J _ ~ ~ z < s t.; a - p gyp p /9 p~ 1 g{'~ ~ I ♦7 ~ MRb+ Y R ~e . 0 DAL. J5 4% 3 ?wb~ C~^ e'Y, .:1 99 ~ 00 ! ~ t u~ m up t '77~'~'~JJ' ~JJ ~s ZP~'-fd'L 1"x11T'a' I EXT, ~s LYL. 2.t~E e < ,v c 4m y X ° 3 ~ ~ - oo(q 'L t: _ r,~ s r a ~ t1,~y?~C., f-tF a~}''_>", miry ~ 'i4na~',a"as'. W?Sr L L ON0 .p ' ~ ~ ; t; Y)0) 0 Y)0)0 ~s d ~ ✓ , 1 ..r s .s. .r. occo 000) k y q ~ 1 ~ ~ 12) 31(~ X 5JsD 5W a~~ ~z'~.a:. .rfi;r.~ axe. p~ 0(0 l.~ 0 a- i f® 5 1 ~on o ~ I N. 55 r DUI 55 5 I ~ 1~ "d1 g- L I I 1~ 1~fi 1 1~ J~I~ I 3 3 . . ~l ~ 9 1 1 VJ V 00 0- ~__.~~a_. ~~.~7N. ~°~I~ ~Nl~ 2 2 1~ 1~ I~"~N~ ~~IC~N ~ ~ - ~1f ~ ~,~1~ ~~i p 79CW Y f r WEGON °193 5Q. FT. w. ✓c. 5 "~dC► t y 25 ~ ~ ~ti~~ 266 5Q. FT. 16:~ 5Q. FT. 11 fl D R a I EXPIRES: DEC. 31, I~a° = i'-O' 1,519 5Q. FT. LATIZ~N96O - - - - ~ffi 'sa' CxA~ CJ~ Jp BOTH PLANCsES ~r~"XJ~g"x~i" ~J'~~,Q~ CJF~ 3/ ~ ~ C2) 6i~' A325-N CULTS c\I 3! ~ x/15" CHIT. T~ ~ ITT, ul CI N4.SCAL 10d ~ ~.C.--n 3r{® LvL. LK'Cs. S5 g i 12" ~.C. FL~2. JSTSa T LATir. °rx' M.t3, g 12' U.C. 3x5 NAILER t°6~1~ TU E3EAh1 WIC~TW) STEEL BEAM SHEET R K FUR WALL TU I'alU"§ '-6"± .~'a _ 1rz®M.L~. ~ 2~4" Q.C. ENCLOSE ~ E 5 0 ~ ~ 1' ~ _ VERIFY VERIFY VERIFY vER(PY vEi~iFY 2x5 NAILER ~ ~ ~ ~ ~ ~ lRl~ TU E WITH) fl I I 1 I ~ i NU SCALE 5~r.~x11~8 LvL. 11~r~x5x~r~ ~ ~ ASThI A35 rr ~ ~ V4 ~ 1"~ CULTS 3~~a" m ~p 114° 5yz° 2x 1! 1/4 ~ !i Tl°Pa OF 5 3~ a " SASE ~4) a x15 T _ _ a I l r] _ _ NC SCALE W12x3 I~~ ~J u~ 15°XIU°X3/~ ~r~"x15' A.~. `~'~"Zy~° I~r~xSx~r~ SASE OF d W12x3~ ASTM A3 1-1/1~" o RULES ~,ra° 3°-~'Wx2'-6'x221'-~'L W/ BULTS ~ , CONT. FTCx. 3 r4 3 ~ a SEE FINN. 1/4 5%~ fflly TYP, o ~ x 9 " L° 85'-d't f I C UJ ~yFY ~L L N ~ I ~e wo) o) 0 h' 0 co ~J c I ~ I ~ N SCALE T OO(j} on Nt? SCALE NU SCALE v(o L 0 (I - 0 ~7 to 0' lL1 00 } C L 0 o xIt v . OREGON v q , D. . EXPIRES: DEC. 1, Z`j JBtIAN3G ~ ~ u~ IIDd ~ 6' O.C. DDF SWEATNING ev~v.ISOx s ,o DF SHEATHING ~ {5EE T1°P. WALL SEC.) 't~, {5EE Ti°P. WALL :tt ~ SEC.) FA5TEN TO S aa~m a ea e• ot. Ia• oL. s+, srArmA~ - ALLexr. vHO. DEGK 5NEATNING TRU55 OR END MIND WJ ,ALL- N.O. . ® A In' 61'18. 5d . 4' O.G. 4° OL. 4S° hNRK AI LS OPIB 51DE (5EE FRAMING NDTES) RFTR. WJ WEB ~ 6 O.C. ,51~ L ALP m4an 10d m 6° D.C. D , 'EDGE' AND _ LOG b° O.G. i2° a7L. 49° ~ R BLKCs 5TU 12' O.G.'FIELp' B ~A,m~Pb Fm&. AML LU EpGE NAILING ~ MAX. 24 O.C, _ _ _ _ _ ANp BLDCK'G 5EE c a ~ v~irs Ica a' o.c. I~• oL t on NiID CLIPS ~ EA 15d ~ ~ ALL PANEL ~ 4' O.C. pETAIL9 51MP50N a uz•APA- axa~anamaAu ;3 O.C. TER !p EpGES. ^p aA sars Loa e• os a= oc za° PA1ffi..X71NP5 ~ EGGQ"~- 1.1~ 15T NRIUN6 ~IUP6 {5~ #i~k '2 X° BLK'NG Ul i 5D5 2.5 B .a• AP.A ax aeEO ®Au. CLG. J5T. EDGE NAILING--~° 2 X J015T ~ roc xoL. s•oL. ,e i SA "NAILIex~ ~ rse8 ~ (LING RAFTER P In°APA.- axxs~namoAu a a ~ -~j ® II ~ si, ~6 ~ a'oL. 12°oL. rs• Pa,S.nlNrs NraLnls LL JUNG 51MP50N L55ID a 1 xll e BM. I ~ EDGE NAILING r u'"AP^- ~~'se~e~P>` , (SEE NDTES) {5E5GNEDa I ~ I~ Y°L' $'°L' a' .aINTaSr , P PANEL ~ I NA. 2 X STUD WALL ~ I ° a% a ALL w. ro ~ rya APA GA7FD srrrs, Au. i 2 X STUD WALL ~"N's' ° ~ "P . 5NEATNING ~ YN1 L5 nwr Aae rLr PAS olnY ro rom s8 FIAAIL87 INro r OBi..54. OR dom.. . YV1tki bA1V. BOX ! a° OL. NTO t!7 ~ {5EE 5CNEDULE) 3> ®.A ro BB MN. In' APA ~A,m SNre YV 8d NAILS B OL. . L2' OL. RBiD SHEATHING ~ a) INr. ro ~ Irv uAIL ra soap ors 7 SHEATHING rv Bn ®a• aL. {5EE SGNEDULE) 2 X STUD WALL sJ PASr~.~r. a errs ro Azi u+r. w s o as' OL. rcxt rrt {5EE SGNEDULE) sm,A,B.o:Per,BSPAUINSrolroc.PORrrrec~a'POrzx~o.s° re, Trprm 1 1~,~ A &'ax6 FaC?5T ear. PASrsa Ta Ta Iaa wrd 5 ono. ' I I / 1 ~ RA dR Tb W $It•~,RH.' NIO Tyre 5N NIO. ~i.r~ ALL PW.L'd#T6 ~AL6 CX4rMS %A11GT. pP` WALL PRAP'111~. TpP RATE TO RO®f-1 &7TTOM FIATB PLATE -t° 71 l34N.T5 RE 5fi3"aON /9 ~ Age N1T t S41 P4AtE i SCALE: 3/A•' 1'®ID' ~ SNEAi~UTALL e> N~ 5 A~ NNI~ BB 5n BMX _ ~ I T fL00R®1 ROOF 4 R BOX d58 MIN. ax 5NO EA. @m PAA9=J. FOR 07 ~ SCALE: 314' = 1'-ID° ~ SNEA ALL " SGALE: 314 _ I _ID ~ SNEA ALL NDLDDU~! {5EE ~ uBL..aaalSalcnoNS aeana8 rrFe °G• ^P• To ~/gg ✓ 5aim SGNEDULE 3 twvE MN. ax gArBS Aam r+na Bx nAr~1At Ar sruMra ° SHEATHING NG NA2 As15NA,~ BUILDER 70 VERIFY ALL INSTALLATION REf~UI ENTS {5EE SGNEDULE) - 4 X F MIND PER ^sl N° CATALOG FC7R ALL NLDN GONNEGTI©NS. rs Ital. DECK SHEATHING ~ NOLDOU,N L G ~ - 9~d NAILS ~ 4' D.G. ~ SD52 Sd ~ 3' O.C. {5EE F !NG NOTES) ti' u a CUT WASNER AT NOLDDWN FY9LDOYN PA5 t a r SONG No AL E E 1~AIL,N~x . y~'m ALL 7NREAD ° I JOIST : I. A36 STEEL BOLT * I„ . i {EXTEND TNRU BM) I I '~74° NAItsAr ~~A. ANCHOR BOLTS ` a 1 MIN. EMBED. ' ' rxeJ I$~ ++noA®PDTN EDGE NAILING-~° L _ J v a NAns Ar BACN t aa+.o. ~I1 {SEE 'NOTES' FOR 2 X FLR J5T5 ~IIII ' ' ~ 51XE ~ 5 ACIN) - {SEE PLAN FOR SIZE) . P G I I 7 gBr22 ~a1 eaa s t~ m15n,cs aE. `SIMP50N' L55ID U5E 1 J5T EACH 51pE LONG. STEM WALL DF THREApED BDLT $ ~a) ~mna~SS~zeAa. {5EE NDTES) T II BM OR NDR a / 'sae' ao IaeS ssre~a Ae. ts. 2 X STUD WALL 45EE PLA SI E) T ° SGALE: 314' _ 1'-ID' II Z ®6. fl ro °~aA' t~ va' Brxrs S5,a2a A B. N SCALE : = I°-ID' SHEATHING II D ROD U ~ li wa°o1A x s$' AtL n~AO Nc~ II °tml5° I" ~ MIN. 14°aINTO Fr6. (vEE SGNEDULE) u~E$x$POSr VD ~.I II e a •1cArES aAr. ca~noN t~ II 51MP5DN BP ,~TA,L ~ ~1 BEARING PLATE A~ vua8 NAILS o1ro. ors Aae A"AI. Is ~r fLOQR-4 TL,~9, a9+a>xa.AaSU.v+ee w wraA~aAU- Rcm. f ~T' e) Au. . moo. a~ Pos4 uHna ro cam. rya. ®en. am of pA~. ?Ia. W JIT/ ~I JJ{j ~ ~ a1 MN.cor~.5nr• Lm'wl~~.o. I~ 51 ALL SI rSTO E~ pLST E . IP2iTTiOPB. ®y X T I 6) AaA~,NAOOror~s~a°xro'AB. MMER TD . SGALE, 3/~° ~ 1'-ID' ~ SNEARWALL ~ ~ ~ p ~ fjj~ GDNGa-AL WASN~ 10 7) PD1N. REINPe M 4t8 !N 5iEi Wd1~ M4 f.GNBT. W Fr&. kb o 7a' OL. IP jV ~ LT P m SA~9PXM' MSTC ~ EGd7AL L@Kfi4 MAY STINIE F~'CP5T19° 10 6 t. w 12 FND-4 -InE rruc ax snm EA. em vsvz PAT81. PsR ra1z I ROMhI -PHD 2003 i-PHD /"~7~c ~ ueL..uzl~runcrs at~nae rvPE •c° •P' ws ro f" MAVC MN, 5x PLA'f~ APE7 MN. $X PWiE&IAL AT 3 DECY SHEATHING Gj°~ ~ ' . ' RK.BmN§ ms€ NAILBNi TYROAt As SIC-arm 5 vMB r t ® k' {5EE FRAMING NOTES) ~'r BUILDER To VERIFY ALL INSTALLAT+®N REQUIREMENrs r r'' SGALE a 8j¢+ a I+-ID® HDBALAG PER'51M?SON" CATALOG-. FDR ALL NLDN. GONNEGTIONS. Im ~ b O.C. 50LID BLKG. . INS. NNW l • I~i d t I ~ I ~ ~ C DN~b°OC. i 16d GOMMDR JOIST g 3' O.C. T~ ST E pEGK SHEATHING E~' D {5EE F LNG NOTES) , L j9` EDGE NAILING- . 1 6 . 'S1MP50N' L55ID ~l~ Iq~ {5EE NOTES) ~ plgj V DBL. 1ST. OR a Il X 2 X STUp WALL 9 pBL BL ~IL i 2 X BLOCKING a ~ G~ g 48' Off. 00 SHEATHING ~ ~ DR FLOOR J5T5. NLDN. (5EE SGNEDULE) DIA-SHEARS - T ~ T 1 I T'° I 4 X FRAMING l~ FLOOR-3 CMST12_1 ~ HOLp LOG, 0 J I Tf SGALI=~ 3a4' : 1'-ID' ~ FL R pIAPN M a a~ OJ LL W i ~ s,. a 4 BAR CONT. a GUT WASHER SCALE= 314' ~ I °-ID' ~ SNEARWALL ~ , L LNfl 4J r\,t . ANCHOR .BOLTS 3's GDNC, 5LA8 DN 6 MIL AT NDLD Ul0) 0 a" MD15TU BA IER DN 5EE SGHED. FDR SPGG. {4) BOLTS A TN A ~ 3' D.G "1 4 G NULAR FILL 4 X STUp e LL D ` ITDP 4 TTDM) A3~ STEEL BOLT C lU qe°y V 1 00) . , . ~ ~ - {EXTEND T~#~.i ) pEGK SHEATHING ~ ~ INSTALL lUAS 5 U~ c L 0 ) q) {SEE FRAMING NDTES) ® ~ X FLR J5T5 a-- L . i fiTOM PLATE (5EE PLAN FDR SIZE) EpCE NAILING-°~°- ~ , ' ' • • : 4 BARS ~ 9 OIG T i! U55 I J5T EACH 51 7 0 tq . TOP !BOTTOM {TYPa~` lt. pE OF TN ADED BOLT U) .0 6d ~ ' O.G. ~ DIA. II II 0 7- L Not . HOEDOWN ER TNT APED II II BM OR NDi~ EO ~ TD LAT SGHED FOR ROp ~i FLOOR JOIST (SEE PLAN FDR SIZEJ GE NAILING 2 X BLOCKINCa 51ZE t MIN EBED» II II S P B>Y1•TD CDL ~ TDB 0 45' O.G. 11 WJ ST~r224 ANp° kTT22 ~ TN. L } d .C co 0. ® , ~'S' SNEARWALLS REc~. 51MP50N L55ID {1) LATER DF REBAR i CSEE NDTES) AT BOTT DF FTC. WALL PLATES I I 5/IS' X 4X'4 IE 1=7Cx TC7 EXTEND 13' WASNER m UNDERSIDE P!-~5T EA. END CJF 'S1MP5DN' Hp10A OF BEAM 2 X STUD WALL PF UJ,AhI~ Cola 71F INTO SEE FOUNDATION NOLpOWN5 • i~FR1~ENDICULAf2 FOR FTC. 51ZE 2 X TRI ER TO 4 SHEATHING ROC7TINC~ CONGEAL WASNER 17 lSEE SGNEDULE) a BOLT 4 X STUD FLOOR-a O PEGOEGCI, 1 ~ ~T 1~ J iT 3,® 4 I 0 ND10A-1 A x ~ 1 SGAL 3~4 ~ I -SD HOl GE T 'y 25, SGALE: 314' 1°-ID' ~ 5HEARWALL I I ~iT I ~ T.. RDD.R 1 SEAL : 3/~'' = 1'~'~' E' LAT3UDN3C~ EXPIRES: DEC. 31.6