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Pennywort Terrace Plans Lots 40-43
a ~W _ ~®a 0 ~ roe W 1 f ~ry NO SPECIAL INSPECTIONS ARE REQUIRED 4 B UNITS ~ 1,93 SQ. FT, 3 BEDROOM 2~~Z BATH LOTS 40 - 43 BONITA T THE ENGINEER OF RECD tUILL MAKE STRUCTURAL OBSERYATION5 Oi>rNNOMES ~ ~ NUJ SEC 12, T ZS, R 1UJ, UJC1 PRIOR TO POURING OF FOUNDATIONS, UPON COMPLETION OF ROUGH FRAMING OF THE FIRST FLOOR, FRAMING OF THE ROOF ,AND FINAL INSPECTION UJNEN 5UB5TANTIA!-LY OOMPLETE ROOF TRU55E5; PLANS, SPECIFICATIONS AND STRUCTURAL CA U LC LALTIONS LOT NUMBER TO BE SUBMITTED TO AND APPROVED BY THE PROJECT ENGINEER ANY DEFERRED SUBMITTAL ITEM SHALL NOT BE INSTALLED . UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS NAPE BEEN ~ UNIT TYPE ROIUHOUSE CON5TRUCTION 1AUJ OREGON ALTERNATE METHOD APPROVED BY THE BUILDiN F RULING NO. 00-10 D1v1510N II STRUCTURALLY INDEPENDENT G O FICIAL APPROACH. Gt7NSTRUCTION TYPE: TYPE VN UIIMODIFID 2 NR UJALLS Al: M - D r-- I~ A 1 n S 5 ~ U1`ILiTY Es,~. ~ ~ ~ ~ ~ ~ ~ 4° SANITARY LATERAL DEG DEC1'` ~ U1/CLEANOUT ~ EACH r___-- cv ~ DECK UNIT -TYPICAL DECK r" - 1 . 14.44' ttl i ~I ~ ~2 j ~ ! ~ ~f ~ 1 FFE 169.0 FFE 1°10.5 ~ FFE 169.0 ~ FFE 16.0 FFE 169.55 FFE171,05 FFE 169.55 f FFE 16°1.55 f ° °1 5.05 ~ L~.J Y l.... »l W eo `x A t~ cc= a ~ X 4° RA1 RAIN rue I IN . ~ ~ ~ 9 (q~ @r~'j, 't ldl G✓' t~,~ tlltl tl~ V" no a A ec~ >L0 r 0 O~ 0 d ® ~ 9 Nmi a ~ "rtY ~ Approwo $ ~ itionald A~provad.da.•...a.am,m - i 1 CDP d ~ ~ .and Y s doscriiaer~ +n: ~ l for only tho work ~ ~ ~ F~,yN117Nt~. ...®......1 1 oe l.ettor to: l"olloaad..,n........ F Bach m r r-°''- Job AdUress: ota; ~h 1 ~?x Q a~~,t 1 x CV m d Q i OREGON Y 25, v 'W~\' ~1~ 0 Ede 1 V ' AY~j~ Qhq V 5J, 0D. i a Df-C. 1, SF'XIN3l2 - ,~...u_...___. 2 X S VE BOA 1 X 3 RAKE 7IM l~,! 2 CLG I HORIZ. LAP 51p(NCx 1 ~ l',1 ~ ' i 1 ~ FLOOR j, ~ -4 C, ! s~ CLCs ~ 1 2 X 4 CO ER TRPM ~'J I a~ FLOO nn ~U CLG ! 61 1 ~L V 4'R M ~LA55 'A' MCP. SHINGLES 2 X S vER~GE OARt~ 1 X 3 1CE TRIM ~LG ,o ~t ~ O cc. r,~~ ;gyp, ~~x~, i~ ~ ~ by , ~:t ~ 'C CLG 51DPN~x LAG ND HA !PLANK LAP SIDINCa - 6' EXPOSURE 1 I HARI~ISHINCxLE PANELS 9 HARDIPAN UJlTN 1 X ATT N~ 8' FLOOR EL 2 B E S b CdC CLG o ~ FLOOR w 2 X ~ VERGE BOA i X 3 R TRIM GLASS 'A' COMP. SHINGLES ~ NORTH ELEVATION 5(MpAR ANI~ REVER5E1~ 0 acs a 410~ X ~ 3 2 lJ 4m a, 00 ~;1 4-010 l!J GLG. goo 0000 L!./ ' PC= a o Q AL 00 1 2 X 10 TRIM 2 X 4 CORNER TRIM ~LC~O s 36' HIGH ING C Ca. NORIZ. LAP SIL~I L a OD' L P tL:~J ~ ~ D ®L+~J 1L-J~ FLOOR a©~~®~~~ ~~~~~~CJ~ ~~~~a0~a ■❑❑QCICIC~C~ ~ ®❑(~C.~CaC~❑ ©~~~~a~ h ~a~~~®©~ FLOOR O N ~ paoR V 25, D. ikon EXPIRES. Of-C, 91. BcLlN3l8 201®8/g LYdI i- I I I yy9 Z I I U' w ~ ,tee I P 2X128 C/G V* ~2 P.T. WEM IR I ~ DECK J415T5 1112 X 8/~ ~ 1 1 f I 51~X51~5LDR I I I _ 4X8NDR I I I x SLDR I se X 5!m SLDR I 16/~ X '1/~ t~N. DtJGR 6 X 12 1 DF ~ ~ ~ 12 "2 DF ' ' 4 X 8 HDR d X ~ P05T5 ( I I .~°-_~~.__-___v_ I I vt I I STEEL FRA!'1E - SEE L SHEETS 4 x ~ PCSTS • J ~ Q I I I TYPICAL ° h 3I~ FR 3 4 X 6 POSTS to fi q Q ®o -m -m I I I I I ~ ~ CsAS ~ C ~ FIREPLA r I I j~2 I ee I I I X X ~o r I I 9 ~ I TILE W A T 9I~ X 11/4 - ER r m m m m I I VAULTED I ~ i I _ ~ Q , I ~ , ~ + I 311 X 119 I I 4 X d POST 5 ~d X II ~e LVL 4 X 4 FROST I VAULTED ,,r' I I I I ~ I ~ . I I 1°-2. 3 -4 3 -IO 5 8 i9J2 X 26J® I ! I I I 216 216 I n._ I I I J I I 19/2 X 2316 I l2) 3/0 ~Y PA55 I is I 61 I 216 ~ I I ~ - N N I I cf1 I f RFPI I11I8 I ( RFP) II 115 ~ ~ `d -1 FLOOR JC715T5 FLOOR JOISTS ~ ~ I I ~ l o ~ ~5N ~E~ o ~ I ~ _ a ( I ~ _ _ I a - . I z x 4 FU INGx I I I RR ~ 4 ~ I 1 t o I~ r ~ u ~A Y ~ I ~ I I a K1 I I I o ~ 2.d 1 ~ I~~ l~_ L~J I®o I z ~ I ~ , I I ~i - ~ ~ I I a ~ I ~ ~ hm I ~ ° PR 216 ~ r ~ I x z~ I n I- q ~ ~IFOLC7 I- 0~ I I .~o ~ _ ,o I ~ I II o i I ~ 1 I-~ z o ~ ~ I ~h • o I o I I 1 r ® I I KT 't I t 'I 4Xd 3~i Xll~a LvL 4X4 I I ~ , ~ 1 ~a X ! I ~a L~L ~ ? 1Y~ ~ DOUA~I X ~ 'T m - - - - ~ I m I 51O TUB ~r~ .4 r I 4 X 4 ' f J AND 5NOWER 1 m B W X A 1 , 1 I~ 1 I o-- IL) i I I t e t t t r ~ 3-6 5-d i-$ ih CONG. FILL D PIPE 1 I ~ ~ 20 MIN. RATED 17 -O { _ I I ~ 4 X 4 D 134' X Ilea" LVL 2/8 DOOR 1--. - 3~, ~ , # F N , IaXII~sLvL I I 4X _ _ 1 m I _ ~ _ I _ X d tUALL FRAMINCs UNDER BAR d X 4 ~ ~ I 1 FAU I ~ ! , , 6 I ~N 1 ~Fp N _ I I ANI ~ a9 ~ I 4 X 4 N _ I I ( X4 4X`4 9~. J ~ ~ N 214 (2) 2/4 I I - 1 I I -SI DUJ r13i ° 117i' v , 4 X d t2) 31~ i3Y PASS p~" i~ e L L dXd { 1 I ~ I I III 1/8~ ( } 2 2 ~ P I I - I FLR J TS ( a I~ 4X4 r_ , I I fl I 4~ L.✓Lrl I J 1 i X IIT' L , a I lOl8XI1/8 > X/ I I I I 1 1 ~ I I I , e~ f i111~lII~ 1 I 5 ~dP ( I 1 9 j 1 1 I r~ ~ -6 ~ -m I 'I ~ I I I ~ x I ~ I I ~ ~ ➢ 10 ~ UP I ~3II~ X 14/6 d 4 ~ ~,h •r j I 1511X1218 ~ 1 I in N - 10 m I I ~ , ! = o ?~I } RFPI 11118 PE ( VAULTED I ~ I ~ FL4OR JOISTS ~ SINK ; Z/4 I lY a ~ I ~ 1 ,m m MY 0 W _ r x I I \ ® r r ~ i ~ l r x I X X t'1 ` 1 0 I 9 . !X ~•I I I 4= x I ;n , I I ~ - I I N 0 ON I 4 X E 4 X 6 POSTS - TYP. I e f ( I 10 I ~ h I ~ _ 1, ~ 216 I 3~ Xlls LVL ~ ® 4 X 1 f) 3/O 5/0 5W ~ 5~i~,°.~X Il~° LYL - ~ z d X 6 I ~ 1 21O X 410 Fi'x c0U~ 61 216 \ ~ ~C @ ~ ° I dX 13id XllYa LvL ~ {L { II6X5/O 5N dXBNDR ~ ' ' - - I/6 X 5/ SN I- i~, y® I d0OX5/O5N oe~ • e~ n .no JAL I~~ ~ ; , 31 Xlla LVL 4X6 4X6 4X.6 4 6 dX8NDR5 X ~3;O~U11TN Vd X 61st SL I 1lEa X 6IO SN 116 X 6/O N II II II - g ~ 3 f --r I`~ 2d GIG I WAlSL~INE ,~BO ( 4!O X 61(T SN I I I I 7RU5SE5 ~ 3 ~ N Nato ...._I_L ..I_ I 6 -6 ,M. , L....,...~_l. _...I L...~_ _ ~ ~ r ® t0 Gds I 14 -6 2 -4 20'-,D' }I I I 1( I I I I I I I I ,~o.,~B 3,-2r 2CD~'~g I I 2'-8° 6'-2' I I N ` a a i r Il-2 8-IO ~ I 8O2 SQ. F tv 1y Cr E, . 2O,®O' 823 5Q, FT. T, ORE N Q,~~ Y 25. II 18 ID LD. 318 5Qe FT, ~'d° ®I'-m~ 1,943 5c~. FT: JSUPN3~t~ Room 1- (Y) 3: Ad 0 .Adwp 80'-m' 20'-0' 20'-4' 20''0" 1 8 W at Y Y 1 I~p h ~ i L ..1 ~fi ~1 I I I 061 ~ I I I 1 I ~ I 1 I 1 ~ 1I II . i t I I i i ~ ~ II II I1 i ~ i I ~ L__________________J 1 r: 1 I I I I , I I°" 0 `ta I I L___r__.~_______~' __a i 810 D90R I I 0 ~ 1 I , II d i I i. I I ~ ~ i r_________________~ i I 1 it " I I I I I I I I I I I I ! II I I I I i 1 I I 1 I I I I I I I i C` ~ i I I 1 I l i ~ ttl • I I I I I 4` GONG, FLOOR SLAB WITH i I 1 I~ I I I IFIBERMESN OVER 6 h11L.13LAC I ~ ti ~ I I I I I 1 1 2 ~ ` I i I I POLY Y.B. 0'/ER MlN. 4' ; ti ~ I I I I I I GRANULAR FILL I I C I I 0 I I I I I I DZ I I I I I I i 1 I_.. _ J~. I I I I I I I I 1 I Q I I I I ( I A A I A AI®~1 .71,E 1 I ~ I I I `10 6 `8 Y °P X/ ~ ~ ~ I I ~ i I I ra I I c•~ I 1 3 0+ ~ ~ I j I O I I ~3 I I # d cv I I I 1 I ~ 0 I I I I i t I I I I I I i I I L____.___ _ _ I I _ ®--.s I .9 ~ I I I I I _l I I. _ I OC i ImOA ~'.8r 4'-1~' '-lr~' 15'_2' I r_1 r -1 r-----~ I i I ~ I r _ I O I L__~ _J I I I ~ ~ I I I I I rl ~ m I I i I I I ~ I I in Y I; I I - ~ i I I ~--___-I s- i t I i i i sQ 0 I I sad I I v I i j~ I I l i «w~ m I I ~ I I I C-~ v~ r^~~ I I I I f I I 2 i t A I I I L__ J I I I I i I l I 1 THICKEN 15UA8 TO: I( I L__ _ I ___.J I I I I I I I I I I' 15' X 12' ~JJf2J "d BARS I I ~ I ~A I I I I I I I I I~ 1 1 1 1 F_`" I C I I I I I fJ~ I 1 1~ I I 1 1 r I I I I I L ..1 I 11 f}'_b' d,'`(t~r '-Y✓A `yal I I I 1 1 I I I I I l I I I 1 I I I D~ I I I L---' I I I I I i ; A I I I L_J I I ~ 4 I I I I I L___...._____J L_ _~..J I , I I l i I I I I I I I I I i ~ I I I I I ~ I I I ) t_____...J L_ I I I TYP.IFI~ONT uJALL I I I I I ~ I I 8' ST WALL ON I L_________J I I ~._____r___ I ! I d8' 3 °FTG WITH I I I I `l. _f" I I I I 5~ A S T~ I L_..:.~.=:.~~_~ 11 I I I I p I R B f r ~fi~ `t~ 1-1} ~ I I I I 1_____ ~ L_______ _-1 l~.__~.__ I I I ~ 1 I I 1 I III 0 I L__ I _.~__v_.~ ~ 12' X 12' GONG lER TNI N EDGE OF ON 20° X 20' F POR TO GRADE ~ - I ~ I ~ 0 III III T)-IIGKirN W 1.L TC7 12° X 12' ~ 11..Iu______r~, ON 20+' X 2 'FTG ~ ~ to THICKEN PORCH LAB T0. 12' X 12' 70 12' PE OW GRADE SEE DETAILS ON 5 1 A ~ A 8'`10" 8'`10' Il'`2" 11'`2' 8'`10' 8 10 Il `2 11-2 20'-0' 20'-0' 20'-0' 20'-0' 9C7 4m 0 ac a a x e0'®0' ~ 9 o 4 too A~ ors p ate No 1) it it I ~ ~ 0 r !,UL 0 ~'I I 18"X18'X242"4 BARS EA. WAY L a 4~J C0 - IL 2 24' X 24' X 12' 3 ~4 BARS EA. WAY 3 30' X 30" X 12' ~4 BARS EA. WAY ALL FOOTINGS TO REST ON FIRM UNDISTUI'cBED 501E CAPABLE OF SUPPORTING 1500 P GONG.RETE DESIGN STRENCzTN TO E AS FOLLOtUS. 'fie ; t PJ 6A5EMENT AND FOUNDATION WALLS NOT EXPOSED TO WEATHER• 25 ~ BASEMENT AND INT. SLABS ON GRADE: 2500 PSI t"n 1 d WALLS EXPOSED TO WEATHER: 3000 P51 EXT, PORCHES ~ 5TEP5, CARPORT 5LA~35 AND GARAGE SLABS: 3600 PSI 0 PROYIDE 2 X PRESSURE TREATED MUD 51LL WITH ANCHOR BOLTS ORE O GO?d AS NOTED ON FOUNDATION PLANS ~~t . 2 25.4 SRI D. r Pll~ES; C la RESS.- 6 63 1.' FPIIN3'18 s t- 1~/yA 12y1 `y7.Y ~9 /NB ®p)qA ✓1 ngl ®,(S +°1 ,OAB~yj~tl Y~ ?;Ai ~ ~ to X 6 GCLUMN ~ ~ ~ _ ~ ~ ~l I~ ~ 0 ~ i ~ ___~.__w® II 1 I >b ~ } _®__W__r__~~ II I I I it SNIT ° ~N1T ~~gr~ ~ ~e KNIT ° ~ A ~ , a „ ~ 1 KNIT _ _ . o o ~ OL I 6 Q .m. _ A _ O w m _ - ~ 1 f I 1 1 t ~ 0 I I I I I f I I ® 1 1 I I I I I I I I I I 1 I 1 I I I I I I I i t I I I I 11 I i I I 6 I 1 1 t i 1 I I I I I I' rx_ 1 1 I ~ I i ~ 6 a s a t I _ ' i; I! ~ "~s ;E II ;I 11 }i }I 3. II II 11 A i3 ~ { ~ ~!..I.;.. 1..... ;..!...1_E^^I ` 11 i I I ' ~..°_..L..i. 1 " ~ _ ~ 31 iE !I! 11 !I Si li II If ~ if,1 n Y I I~~ e I I I(!~ i 1~ l i t l 3! ! E ! 1 GW1®IKdI 111'bfl II,'1W Gi®IK/® UI'I~L'W III°2A 1ii~~' GI°116dA a c~ LK✓Ir/gli °9OAi®pAW ~I911i~A ~y /hf®pTP acs ~ X .a~'-~` s tJ + I L 2a era I acs ® o 00 >p II II i T m l 0,00 ~8, o ,Iv~A ~ d cq R Lo 41~ SEE UNIT ~LeCGR PLANS FDR DLO®R F INt"x SEE WL' SF{ETS ~c7R ALL SNEAK UJALL LQCATIGNS, SCNE%7ULES, nETA(L5 ANi? SPECI~IGATIONS . G 'a~ ~ C ,l IV 17904 ` OREGON ~Gt 3 1 D. X ES: DEC 31, 0~ ~PIlu3°i~ 111 UYJ' ®Y/' ' 9Oi-~Y ~®B®/TB fY✓I-,ql +9Ay~-/Ttl r,--~{,, E 4✓7 V/ s. 1 t V`! } l 1 V ryp-~^~t Y DECK ~a~g i 3 ~ ~ ~ DECIG I 1 1 1~ 1 / 1 ® I ~ €~a I ' - I 1 1 1 1 1 ~ I 1 1 1 1 1 -7- ' 1 1 1 1 ~ 1 1 I ~ D~ ~ u a g ~ . I 1 I ~ UNIT UNIT .l _m_ , ,I ~ I UNIT ~ , ; ~ r I I ~ ~ , ~ 1 ~ ~ I ' UNIT " I II a ' ~ ~ ~ ~ iD ~3 Is 3 ~ D-o- a f O i - ~ i ~ ~ r - - ~ i18 i 6 i 1 I ~ I - 1 1 r~r i i i I - I ' i I i i i i + ~ i i ~ ~ _ i i - ~ _ e ~ 1 . I ~ ~ . ' ~ ,t`_ J,r /S`yZ $S w R15 FdICsN DEN ItY iNS, IN 2 X 4 FRAi`IED SUIL INCz SET I- TYPICAL ~ A L SETS MI- 4 W 3"-2' 1b'-I~° 16'-1P~' 3'-2' 3"-2' ib"-1P' 16'-1t~° 3'®2' I C a X A IL 4m L i to N I0~ I W 0: 'm' fl a .0 fa (01 W. C) - N~ 10 L l ®,a 5EE UN17 FL001~ PLANS FOR FLOOR FRAh11NCx ® LJ F~ 5EE pL" SHEETS FOR ALL SHEAR tUALL LOGATiONS, SCHEDULES, DETAILS AND SPECIFICATIONS IN. 17904 fi i OREGON 1, D D. ~'I~S: DEC. 31, FP131N375 i f- i SO'-O° 2~D'-O' 20'°+D' 2s~'-O° 9 -10' 10''2' 10'-2° 9'-1®° 9 -IO' 10'-2° 10'2® 9'-lO" ~ 'd m ~ i 3 4~ ~ 4 1 ~ I ' \Y 8 C.. Y 1~... 4 I 0 I f ~ , CY 7 ~ B::T:::1?'; ! ~.''Y;~.;:. L:. ' rir: r: i.':~'`r.'J r:; :,i a b {rr::c~,,}r.'r1, ,ii:~a'r.'t..'s is ' 9 ~1 ~4 fl it ° j'; ~:1';; :x';:: c' ! 'r.j. i f 1 ~ ; ! y ~ 1':' j 1 E::..• t 61 I r ~ ` ~ ~ ~ ~ ; r t ~ 1 ( ~ :.;.:.::;.:'o:':~ 'r z~ ~~G ,~~''e~'; ~ as crc 1':: ~ 7RUS5E5 I:;t;~.?:':;:::: .(:I 7RU5SE6 :f:'~ 24 /G . ~ ~,l... ; 71zU8 ES i t:.:..'....tt 1 ) .Y: M.'. ? ~ r, t ~ 1 i.'. ~ 1..-._...,e I ~ ~i i 1 I ^i-s ~~''3, h. 4$ R15 NlCxH GENSITI' INS. IN 2 X 4 a FRAi~Ep BUILDING 6E7 7YPIGAL ALL OFFSE75 l l1 . 2O'-~' 2O'-~' 2O'-~° 2O'-2' 4= 0 ac A7 ae \ K ~0' ^ ON I CD I O o~D ec 0 acs p aca ~ .0 (D 71~ 1 ~'I " 0 .U ®1'.O' V U IOD 5EE UNIT FLOOR PLANS FOR FLOOR F (NCs SEE 'L° SHEEfiB FOR ALi. SHEAR WALL LOGATIONS, SGNEO~lLES, L L. OE7AI!-S ANSI 5PEG1FlCA7lON5 PRO°~II~E A7TIG 1r*I°I;..A"IOi~I Et"t1AL (l~~'O' O,F 7r~E ~aT71G AAA W17~i A7 ;-I~A57 5~~ac ~a7 OR hE~;R 71MIE Rl~'E ~!117'~# BA~,ANG A7 EA'VE'S nR Cx,~13L ENS r . FI ~ ~'^1'da~~~ =id i i~'w N iii ' ~ b~~' UJ4 S Pte.. , ~2- 0° E,~C ~ GaE fi~ 1~ EG ~L C,q 1' OREGON ~C 25,~ D D. F FP~iN~~a F- tu M1N. 235 CLA55 'A' COMP. SNINGLE5 OvR ul 15" FELT OvER'~?" PtUp SNTC~. r li' ` pECORATIvE P.T. 4 X 4 r ° " E---1 X 2 RAKE TRIM ~ 5 -0 MAX. SPACING I °s i 2 X ~ VERCxE BOARp ~ I { ~ I ~ 24 /G TR 55ES I 5M FLASHING 'd ~ I ! t ~ I ~ I ~ R 8 BL 1N8 ATIO I ; , O 1 1 N ,l i~ " I ,f ~ X 10 NEApER 51p1NG OvER 15 FELT OvER 111° 05B SNTCs. -°'`+X ~ lfa' C~~13 FINISH ~ ~ ~ ~ 2 x 10 fASCIA 12 0 " ® e- 2 X 2 X a SIp1NG A5 NOTEp DYER ~ ,ar BEARINCx PLATE 15" FELT OvER 1JIt O5B SNTG. ~ 0 PITCH $ e FINISH FLOOR OVER li?' PARTICLE Bp. 4 OVER 3~ ' P 5UB-FLOOR OVER ~ a L RFPI 111!8' FLOOR JOI5T5 ~ r TYPICAL EXT. WALL. 5M FLASHING ~ 2 X ~ - 16' C/C FRAMINCs ROOFING ANp PITCH ) ~'4 O T5 ~~'21 SATT INSULATION AS NOTED ABOVE t2 a ~ L 1 I (2) Y MAG E X 31ii° X 9° L 2 X 10 - 16' C/C J 15TS 8 BOLTS WNlASWE 2 X 10 DECK JOIST I✓~" GWB FINISH ` ' ~ I y `~y i L141~ Y! lU ~ , a 4~ .a INS. MI A~ " ~h ° ~ o~ ~ DECORATIVE P.T. 4 X 4 FINISH FLOOR OVER iii' PARTICLE BD. 0 ~ 5'-0' MAX. SPACING OvER 5i' P SUET-FLOOR OVER ~ , a ~ .._....._.~_..-..._.._....m-. i A OR WITH 2 X 8 5 36" NIGH CxUA RAIL WITH ,U 2 X SPACEp PECK RFPI II 118' FLOOR JOISTS ~ ~ SEE FLOOR. PLANS AND 11%?' 5G2, STEEL TUBE RAILS OVER 2 X 12 - C,' M,,., ELEVATIONS ANp 1' SQ. vERTS ~ 41i~" C1C pEGK JOISTS 504 X 8 TRIM ' 5C1 ~ R25 i3AT 5 R25 BATTS 7X12 FA A . ' r„~~"' SM FLASHING `~4,, 4 X 4 AS NOTEp STEEL FRAME WITH I ~ W10X2~ STEEL BEAM i7 GWB FINISH I 5EE 'L' SHEETS EXTEND MODIFIEp 2 NR. WALL TO EDGE OF pEGK BUILT-UP COLUMN ~1 t2) T'a"~ MB. W!2° X 2" X lid° , 2 X 10 BLKG A iNG PLATES 4 GONG. FLOOR SLAB DYER 1N LiNE W1TN . ; E R 6 MIL. POLY v,B. OvER F'O5T FOR MIN. 5EE DIMENSIONS ABOVE MIN. 4' GRANULAR FILL , ti S SLOPE ~ fi 'JFT TO FRONT 1 OF 6 BAY a I 1 r-z n f~ r ~'I~Y gVf~I~,IN REF. TABLE?3.11-8-1199TUBG II II f =7 U n CONNECTION NAILING ~ CONNECTION NAILING. ~4 , 1-0 no a x 1, 51LL TO JOIST OR GIRDER, TOENAIL d3) ®8d ?b. WOOD STRUCTURAL PANELS AND P IGLEBOA UNIT 'B' 15 51MILAR BRIDGINa TO J019T, TOENAIL EACH END - Sd SUBFLaOR AND WALL SHEATHING fT0 FRAMING) AL 4m dL 3. I° k b' SUBFLOOR OR LESS 70 EAGH J015T, FACE NAIL 6d irj ° AND LESS , bd n 4. WIDER'TNAN 1' X b' 5UP~LOOR TO EAGW JOIST, FACE NAIL d3) - ad 19/32° - 314' bd OR bd" ~C4 ~ S. LOOK TO JOIST OR PsIRDER, BLIND AND FACE NAIL - 16d "1J8' - I' Bd' C It 6. SOLE PLATE TO JOIST aR BLOCKIN~s, FACE NAIL Ibd ~ ib° CIC 11J6' - 1114' IOd OR 6d' 1. TOP PLA1E Ta STUD, END NAIL < 16d 4COMB. SUBFLOOR-UNDERLA N7 dT0 FRAd11NCs) c C. nom E. STUD TO SOLE PLATE t4) - 8d TOENAIL OR Ibd, NAIL 314' AND LESS bd° 9. DOUBLE STUD, FACE NAIL Ibd ~ ?4' GIG 116' - , 8d 10. DOUBLE TOP PLATE, FACE NAIL Ibd ®Ib' GIC 1118° - 1114° 10d OR 6d° DOUBLE TOP PLATES, LAP SPLICE 8 - 16d ?7. P~dEL SIDING fTd FRAMING) " r flif0 nc 6 U U000 11. BLOCKI1a'a BETWEEN J01575 dddD RJ+FTER9 TO TOP PLATE 3 - 6d h AND LESS bd TYPE v NON RATED CONSTRUCTION WITH MODIF1Ep NEApERS OvER EXTERIOR WALL OPENINGS TO BE 4 X 8 12. RIM J015T TO TOP PLATE 6d m b" CIG 516' ' Sd° 19. TOP PLATE5, LAPS AND INTERSECTICNS, FACE NAIL 2 -Ibd ?0 FIBS OA SNEATWIN~S 2 HOUR WALLS EXGEPT WHERE NOTEp OTHERWISE I4. GGNTINUauS HEADER, To PIECES Ibd ~ I6' Glc AL EA EDCxE II3' °ql Ga® EXTEND RATEp A55EMBLIES BENINp 50FFIT5, POST d BEAM FNp TO COMPLY WITH UB.C. SECT. 2516 V ~ 15. cEtun~ JolstS Ta PLATE, TOENAL 3 - 6d bd STAIR STRINCsERS, FIREPLACES, SHAFTS, TUB5 ETC. PROVIDE pRAFTSTOPS AT FLOOR AND CLG. LINE AND AT 10 N 16. CONTINUOUS HEADER TO STUD 4 - 6d *16 CsA.' it. CEILIhK'a JOI5T8, LAPS ovER PARTITIaNS, FACE NAIL 3 •Ibd ?5/3?° 'll ~A.' ALL EXP05ED PLYWOOD TO BE MIN. C-C EXT GRADE HORIZONTALLY ,ANp YERTiCALLY LAW SECTION 108 OSSC o2z 16. CEILING J0157 TO PARALLEL RAFTER6, FAGE NAL ~ - Iba 6d' ALL OTHER PLYWOOp TO BE STANDARD GR E 1st E 2nd FLOOR INT. BEARING WALLS TO BE 3 X 4 - 16 GIG 19. RAFTER iO PLATE, TOENAIL 3 - Sa nb ~a" PROv1pE ATTIC VENTILATION ECIUAL TO 1!300 OF THE ROOF AREA AREA 6 0. 0. I' BRACE TO EAGH STUD AND PLATE, FACE NAIL ? ° Sd ?9 INTERIOR P Liles P YNAr,ILED tU/Sd ~ 6 CJC ON PANEL EpCsES ?I. 1 X 6 SHEATHING OR LESS TO EACH BEARINCs, fACE NAIL ? « 6d i~ ° g I 7L' CAN INTERMEpIATE SUPPORTS WITH AT LEAST S~JPo PRC~YIpED AT THE RIpC~zE WIDER TWAN I' X 8" SNEATWINCx T EAGH BEARING, FAGE NAIL 3 - Ed ° bd' NORIZ. STRUCTURAL MEMBERS TU BE MIN. "2 pF pOORS, WINpOWS ANp INSULATION TO BE IN ACCO ANCE WITH 73. BUILT-UP COMER STUDS Ibd ~ I6' cIG ENERGY COMPLIANCE PATH "1 11TH ?4. BUILT-uP GIRDER 0EAM5 ?IDd ~ 3?° Glc AT TOP AND RoTTOM 2nd FLOOR TOP PLATE5 ONLY - "2 pF AND ST RED - ? ?IDd AT EA EACH SPLICE ALL OTHER PLATES, BLOCKINCx ETC. TO BE MIN. " 3 pF ENTRY DOORS: U=0.54 FLAT CEILING: R-38 ?5, PLANKS ? ~ Ibd.AT EAGH BEARIIJ+s STUpS TO BE 57UD GRApE WNpOWS= U=0.40 5LAB EpGE: R-15 ` WALL INSULATION: R-21 ' 1. COMMON OR BOX NAIL9 MAY BE USED EXCEPT W4aERE OTHERWISE STATED 6. GORR051GN RE515TAN7 FOOFiNCs NAILS WiTN lllb' INCH DIAMETER HEAD NAILS SPACED AT 6' C/C ~ E 5, 1?' GIC INTER'~EDIATE ANTI I~iz° INCH LENCxTW fOR ~h' 5WEATNING EA' INCH LENGTH FOR SUPPORTb ESCEPT b' GIG AT ALL SUPPORTS tl.~ERE SPAN6 ARE 46' MORE. ?5/3? INGH SHEATHINs LNG TO THE REQUIREMENTS Cf 5ECTION ?3ID43 FOR NAILING OF WOOD STRUCTUIRAL PANEL AND PARTICLEBOARD 9. CO 0510N RESISTANT STAPLES WITH N~"IINAL 1/Ib INCH C AND I~>a' INCki DIAPHR AND SNEAK WALLS, REFER TO SEGTIONS LENGTH FOR ~~z' SWEATNINC~ AND 1~z' INGH LENaTN FOR ?5J3?' INGH SHEATHING ?315,3 AAD 2315,4, NAILS FOR WALL SNEATINts MAY BEG BOX OR CASMCx RPiIN3 TO THE REQUI ENTS OF SEGTION 23043 3. C ON OR DEFO~IED SHANK 1ID. PANEL 5U RT6 AT Ib MCNE9 - 2® INCHES IF 6TRENCsTH AXIb 1N THE L DIREGTlc7rl 4, COMh7Gd THE PANEL, UNLE55 OTWERtU15E MA D. CASING OR FINISW NAALS SPACED 5. DEFORMED SHANK 6 INCHES ahl PANEL EDCrES, i? INGNES AT INTERMEDIATE SUPPORTS 6. CORR051~ RE6ISTA*9T 51DING OR GASiNCa NAILS CONFORMING TO THE II, PANEL SUPPORT6 AT ?4 INCHES. CA51NG FOR FINISH NAALS SPACED 6' ON PANEL REQUI ENTS OF SECTIGN ?3m43 EDGE6, INCHES AT INTE DIATE SUPPORT6, T FASTENERS SPACED 3' C~ ~ EDGES AND b' C/C IN1E DIATE SUPP 5 J5XIN318 2 X 6 ' 16° CIC FRAMING 2 X ~ P.T, SILL IUITN A.B. AS NOTED FIN. GRADE ~ ~ I~ ' II ~ I~ PARTY WALL -SEE I~ ~4 UNCOATED REBAR DETAIL ON D2 ~ MIN. (U PAR ESLDG. LAP D6L P.T. 2 X 4 SILL ~ + C 2 X 6 P.T. SILL tUITN _ UJ/A.B. AS NOTED to 2 X b P.T. SILL UJITN M1N.12 IF SPLI ED ~ A.. AS NOTED _ " A.B. AS NOTED GARAGE SLAB II , ~ ~ ; ~ 61e1®9 X I "4 vERTS g IS' CIG ~ ~ II A AG SLAB °4 NORIZ. BARS ~ I~ CIC II II m G R E ,II II ~ III ~ a II lll~~ a '4 NO IZ. BARS g 16' CIC > ( R15 RIGID INS, ~ R I R15 RIGID INS. I I , e 11 ' ~ VERTS ~ iS' CIC ~4 vERTS ~ li3 C/C ~ NORIZ. BAR5 ~ 16" SIC I~ ~ I~ ~ II c`' ~ ~ ~ ~ ~tERTS ~ 18 CIC I ~4 NORIZ. BARS ~ 16' CIC I ~I: ~ ~ I~ g n I ~ ~ ~4 A S C NT. C2)'4 BARS C NT.--~- ll1 *4 X 20' LONG UNCOATED BAR !2) $ R ° 15" MiN. ONE REQ, EA. BLDG. IS' ~ (2) "4 BA CONT. d t 21 ~4 B RS CONT. 2~" d 30' 3~a' e 1'-0' I I ALL STEEL REINFORCING SHOWN IWA ASTM A~15; GRADE 60 II Y N REBAR N 2' CLR LAP ~S D1A, ° W BAR 'M' A II 2 X 6 - 16 CIC FRAMING 2 X b P.T. SILL WITH A.B. AS NOTED FIN. GRADE STEEL FRAME 1JAY O ~ S 'L' SN1mET5 DRIVEWAY OR I, II EE iE LA II p ACKFILL WALL WITH GARAGE SLAB FREE DRAINING GRANULAR IG ~4 BARS ~ 10" II MATERIAL n II X I~ d 0 0 6 b E REBAR 'M' n 0 ~I a t' v 3" ~ PERF. PIPE a a X "4 vERTS g li3" CIC WIBILTER F RIC ~I FLOOR SLAB ~ ~ A. WAY m 4 BARS 9 CIC E ~4 NORiz. BARS ~ 1~' CIC ~ "4 BARS ~ I~' CiC° IL REBAR 11 II I~ II ~ z goo _ v ~ u 50 II 3 CLR ~ ~ > ~ ors a Aftk 00 ~r ° -LOO ~e C Ws A ~j ® LJ I li e d1 3/4 r I'-~' (3) *d B R5 CONT. TOP $ BOTTOM 30' 17904 L N Wa A C B BAR 'M" 13AR 'N" BAR 'O" RE ON f"I q'-~' S" S" S" 2°-0' ~4 ~ 16' CIC "4 g IS° CIC "4 ~ 18' CIC 5'-4" S" 10' 10' 2°-4" ~4 ~ 18' CIC '4 ~ 18" CIC ~4 ~ Ib' CIC " °1'-4' 8" I'-2' I"-2' 3'-0' "4 ~ 16' CIC "4 m I~' CIC "4 ~ IS' C/C O. 9'-4' 8" 1'-b" 1'-S' 4'-0' "5 ~ 3' CIC ~4 ~ IS' CIC ~4 ~ 18' CIC 3~' e I~-0r CONCRETE Fe: 3000 PSI FIRES, DEC. 1, D ~ , " ~ , , S REBAR: GRApE ~0 (1) 18 A B UNIT Nt: 12' FTGSN3l$ lim 11111 IN e 4°-~° 4'-0' I t~l REF. TASLE a3•(I®e-I 1991 Ue0 NO PENETRATI{~15 OR ~PENNS ALLOWED N® PENETRATIONS OR OPENINGS ALLOUJED CONNECTION NAILING ' CONNECTION NAILIN CLA55 rA' CO Cz i p MP. SHINGLES OVER 15 FELT AVER is FIRE RETA ENT PLYWOOD SHEATHING 1. SILL TO JOIST OR GIRDER. fiOENAIL !3) - 26. D 5T RAL PANELS ,ddb PARTICLEBO ~ m FOR 4 -c~ EA. SIDE OF UJALL 2. BRIDGING TO JOIST, TOENAIL EACH END (27 • 8d SUBFLOOR WALL SHEATHING (TO ING7 3. I' x 6' bUpFLOOR OR LESS TO EACH JOIST, F NAIL C27 Sd ~.3' AND L£SS r F- . 111 4. WIDER THAN I' X 6' St1BFLO0R TO EACH JOIST, FACE NAiL (37 - 8d 19!32' - 314` ' 6d e ill 5. 2' LOOR TO JOIST OR CxIRD£R, SL1ND AND FACE NAIL taI - Ibd Tl8' - 1' Sd OR ~d' b. SOLE PLATE TO JOIST OR SL IRk}, FACE NAIL Ibd g 16' C1C 1 V8° - I Ud' 1®d~OR Sd' 1. TOP PLATE TO STUD, END NA1L (23 « ibd CCO .5Ul:FLOOR- EAYt'AdENT tTO FRAMING) 8. STUD TO SOLE PLATE !47.84 TOENAIL ORl2716d, END NAiL 914' AND LE55 bdr 9. DOUBLE STUD, FACE NAIL Ibd ~ 24' GIG 118' - 1' 10. DOUBLE TOP PLATE, FACE NAIL Ibd ~ 16' C1C i 118° - 1 114' 10d~OR 8d' DIXIBLE TOP PLATES, LAp 5PLiGE 8 -Ibd 21. p,aN£L SIDING tT0 FRAMIi~1 II. SLOCKMG 8£TWEEN J015T5 AND RAFTERS TO TOP PLATE 3 - 8d ~rs° LESS Edo 12. RiM JOIST 7O TOP PLATE ~ 6' C1C 815° 8d, 13. TOP PLATES, LAPS NTERSECTIONS, FAGS NAIL 2 . 16d 28 FIBS SH£ATHlP~`,' !4. CONTINUOUS HEADER, TO PI£CE5 16d ~ Ib' C1C ALONG £A. EDCw£ 1/2' 91 G 15. G£1LING JO197S TO PLATE, TOENAIL 3 . 8d A. 16. it S HEADER TO STUD 4 . gd 6d` 11. CEILING JO1STb, L DYER PARTITIONS, F NAIL 3 . Ibd M8 GA' I8. CEILING JOIST TOP L£L TERS, FACE NAIL 3 _ 16d 25132° hi GAo 19. RAFTER TO PLATE, TOENAIL 9 _ ` 2ID, i' BRACE TO EACH STUD AND PLATE, FACE NAIi, 2 _ 8d ~6 GA' cn ~ 3P. 1 X 8 SHEATHNG OR LE53 TO EACH BEARING, FACE NAIL 2 _ 8d 29 INTERIOR PANELMG ~ OPENINGS FOR VENTILATION 22. WIDER THAN I' X 8' SHEATHIPKs 7 EACH SEARING, FACE NA1L 3P- 8d 4d, ALLOUJED IN NON~RATET? SHTC~. mq 23. BUILT•UP C R STUDS ibd ~ 16 C/C 6d 24. BUILT-UP Os(RO£R AND BEAMS 20d ®32' G/C AT TOP TTOM 24' C/C PRE-FAl3RICATED TRU55E5 ST R£D - 2 20d AT £A END EACH SPLiC£ 2S. 2' PL 1 • ibd ATE SEARING BEVELED 2 X PLATE R-45 BLOUJN INSULATION DOUBLE 2 X BLOCKING BEVELED i. G ON OR BOX NAILS MAY B£ USED EXCEPT tL~dERE OTHERWfSE STATED 8. CO SiGN R£51STANT POOPING NAILb UATH 1116' INCH DIAMETER HEAD 2. NAILS SPACED AT 6' G!G ~ EDGE8,12' CIC MTEF3IEDIATE AND 1'~a' 1NCH L TH SHEATHING AND F'a' INCH L TN 5UPPORTS £SCEPT 6' CIC AT ALL SUPPORT5 W~l£RE SPANS A1~E 48' OR M 25132 INCH SHEATHING C RMING TO THE R£QUI ENTS OF SECTION 23043 FOR NAILING OF WOOD STFtIGTUI PANEL AND P IGLEBO 9. C SIGN RESISTANT STAPL£5 WITH NOMINAL 1/16 INCH GROUlJ AND l~~e' INCH DiAPN S SHEAR WALLS, REFER TO S£Cfl~IS LE1~TH FOR ~i' SWEATHING P+~' INCH LENGTH FOR 25132° INCH SHEATHING 2315,3,3 ABD 2315,4, NAILS WALL 5HEATiNG MAY SEC ON, BOX OR CASING C~iF ING 70 THE QUI TS OF S£GTI~i 23043 1/2 ° GYPSUM WALLBOARD 3. GOMPION OR DEFO D 5N IID. PANEL SUPPORTS AT 16 INCHES ®2ID INCHES !P S TN AXIS IN THE L DIRECTION 4. c"i ION CAP TH£ P , IAdLESS OTUE~lliS£ tt D. CASI1~i OR PINiSH NAALS SPACED I LAYER EA. 51gE OF ' S. DEFORMED SHANK Fs INCHES ON PANEL EDGE5, i2 INCHES AT tNTE DIATE SU RTS ~a ° CxU1E3 NAILED iN PLACE 6. CO SIO~d RESISTANT SiDiNG OR CASING NAILS CONFORMING TO THE il. PANEL SU RTS AT 24 MCH£S. CASNG FOR FINISH NiALb bPACED b° ON PANEL REC~UIREM£NTS GP SECTION 23ID43 £DGES,12 INCHES AT tlNi£ DfATE 5U RTS. W 1 FASTENERS SPACED 3' CIC ~ EDGES b' C/C INT£ D1AT£ SU RTS 9 2 X 4 - 16' STUDS a BATT INSULATION a IVA, I' AIR GAP MEMBRANE PENETRATIONS AT RATED WALLS: FIRE RE515TIVE WALLS MAY NAVE OPENINGS NOT EXCEEDING 15 SQUARE INCHES r FOR STEEL ELECTRICAL OUTLET BOXES PROVIDED THAT THE TOTAL OF O FIN. FLOOR OVER ~a PARTICLE ~ PENINGS BD, ®VE ~a PWD 5U8-FLOOR 16d 12° C/G iE TO JOIST FOR EVERY 100 SQUARE FEET OF WALL AREA DOES NOT EXCEED 100 SQUARE INCHES. OVER RFP( Ii 1/8° JOISTS it~d ~ COC 5U~-FLOOR TO JOI5T ~ ELECTRICAL NUTLET BOXES SHALL BE: STEEL OR RATED PLASTIC. WHEN RATED PLASTIC BOXES ARE USED TWEY SHALL NAVE A RATINCx EQUAL TO THE RATING OF THE A85EME;LY IN WNICN THEY ARE TO ESE INSTALLED, • FiREEI'LOGKING: FIRE E~LOCKING 15 REQUIRED AT THE POLL ING LOCATIONS; 1. IN NCEALED SPACES OF STUD WALLS, INCLUDING FURRED SPACES CONT, Igo ° X II l/~' v a L L RIM AT FLOOR AND CEILING LEVELS AN17 AT 10 FT. INT. HORIZ. AND PERT. JOIST WJDBL LVL BLOCKING 2.50FFIT5 ANq DROP CEILINGS EACH AY 3. AT OPENINGS BETWEEN ATTIC SPACE AND CHIMNEY CHASE 4. AT OPENiNG5 AROUND VENTS, PIPES, ®UCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH ALLOUJ PA55AGE FOR FIRE AT CEILING ANq FLOOR LEVELS, WITH NONCOMUSTIBLE MATERIALS i ACCEPTABLE FIRE BLOCKING MATERIAL: EEXCEPT AS NOTED IN 4 ABOVE) 1 , I LAYER EA. 51DE OF 2' NOMINAL LUMEsER, GYPSUM E9~ARD, MCNRAL Fll3ER, GLA55 FIBER ~a GYPSUM WALL~OA Gu~B NAILED IN PLACE ANq CEMENT ASBESTOS BOA OR OTHER APPROVED MATERIALS SECURELY FASTENED IN PLACE. Z X 4 - 16' STUDS ASS L,4Y~ : f ALL EDGES ~ 24' MiN. 5i~' TYPE 'X® GYPSUM WA LOCKED) 3112 ° BATT INSULATION LLBOA APPLIED AT RIGHT ANGLES TO EACH SIDE OF DBL ROW OF 2' X 4 UIOOD 5TUD5 AT i6' CIC TIC~NT FITTfNG OR 2 X 4 - 16' /C FRAMING llliTH 6d COATED NAILS, I 'f/8' LONG, 0.085 SHANK 1~' H A ° FIRE5TOP $ E D, 6 GtC, EAR ~.Al'~R. (ALL EDGES LOCKEDI pia' TYPE 'X' GYPSUM UTALLBOA APPLIED AT RIGHT ANGLES 70 EACH 51DE OF STUDS OVER BASE LAYER UJlBd COATED NAiLS, 2 3I8' LONG, 0.100 SHANK lid" HE 5, 8' C/C. ° I STAGGER JOINT5 16' CJC EACH LAYER AND SIDE. I AIR GAP MINION! PROVIDE BLOCKING A7 MID HEIGHT. fill ~a III MOgiFIE 2 HR UJALL FINISH FLOOR AS NOTED " G4 0 METAL OR TED PLASTIC BOXES ioa) 0 5o~ 4 0 4 '00 MODIFIED 2 HR WALL ~r~° TYPE 'X' GUS ~ m 4' CONC. FLOOR SLAB 24' X 24' X58' TYPE "X' GLA55 FIBER INS, STAP E L ALL EgCsES ~LOCKEq TO ONE 51DE ~ 10 FT. C/C MAX. . ~ e I' : i'-0° PROVIDE FIRE ESLOGKING PER OSSC SEC. X08 O ON WALL ASSEMBLY - 5TC 55 TO 59 -REF, NGC 3056 y25*1 SEE GA FILE NO UJP 382t~ FOR FIRE RATING 1° - ,o® r CONTPNUE G1ALL8OARC ENIND TUBS WHEN ON TNi5 UJALL M2W 18 91, (oom F- lu LU CLASS 'A' COMP. SHINGLES (f) 51MP5ON H2.5 (b-Sd) TRUSS T® 51MP. A35 L TD Sd m 6' CIC 2 X LOCi~1NG ? ~fl lam-, ri ril @~ 0® <7' DRYtllALL FINISH 26 GA, PREF1N15WED GUTTER 2 X 6 - 16® CJC FRAMING ' R-19 WATTS r"`- l-~:.~~ t r' ~t~ 1~ Y~r t'yw° 1 t`✓ .✓r~•°~ ~ RFPI RIM JOIST _ s O r ~ ~ SIDING A5 NOTED C?vER t,~A^, 15N FELT OVER 1116' 05i5 1"°`~~~ SHEATHING W1TW NAIL(NCs PER ~;:.-''f' TWE ATTACHED 'L° SWEETS 1 ~ J i~ f;~' t r~ `V y`.,w a,r°v, f ~ti~ ~ ~,...+rr -^.y j~,,..r to ® CD 0 OC7 G a x 0 N 9 lL 9 ,0 0 C' AO 0 a o > R 00 0 0 b. 0 0.9 L Lo 'c 'Dl- Q q ~b S° ors 4, NON-RATED ox~ OREGON 1 SHOWN PERPENDICULAR TO JOI5T5 ~ 25. D. PIKES: I PINES: DEC. 1, WDETN326 :.:m~ Z ~ ~1ALK-IN CLOSET WALL BRACKET t i 4 cct"ii I 'I i II ~ 94" - 38' HA RAIL i i 2X12-8 O/C ;i CA IAtiES i. POWDER RC)t~M i ~1 t` Q I 0 ~ ? 1 X SKIRT ~ i. ~ ~I l RFPI I1 '115" JSTS i ~ LVL NDRS r 2X~~1~'C1C LvL WDR W~A 34" - 38° HANDRAIL era' CsYPSUM IUALLBOA 9' MIN. c4 V") IAX 1 X SKIRT OC O II II era®®I~-~" UNITS AND ARE 5(MILAR 1{~.. 5M. FL SNINCs ROOFINCx A5 NOTED ROOFINCx AS NOTED ' 12 SM CAP s FLASNINCs 2 X 6 - 16' C/C RAFTERS 2 X 6 - 16' C/C TERS 8 511~P. H2.5 EA. TRUS5 " 51MP. H25 EA. RAFTER I- 24" CiC 24 D/C 2 X PENT BLOCK 7RU55E5 26. GA. ~uTTER era" MDO I X 12 TRIM TRUSSES 12 26 ~xA. CxIJTTER t 2 X fa FASCIA p 0 j 5M x FLASNINC 1 2 X 6 PA5CIA 4 X 10 I X 8 TRIM n a Ix a a ' A X iO BEAP1 0 i~ i' o~g 2XS'5~12'48'CI~ a , a ~5 PWD i ~ ~ : °ra RS PWD G o~ ~ ' ' ~ 1212 X e'S 2 X 4 FR INCs LK 10 I. ~ 2 X 4 P ED COLUh1N5 I , era' MDR PWD 1 X ~4 7RIM C 0' COD ° E I acs , a® p~0 ~ ~ 4 3 ~ I Ask I ' ~ ' MIN. 48 CONC. SLAB u c ~ .0) DROP I° BELOW FLOOR 5L i 1 X 8 7RIM ~ 0) N 0 all ' ! 12' M(N i I OHL ~y ~ 2 X 4 COL. FRAMINCa WJNILTI STEEL STUDS P ` ia' MDO PWD I X 5 TRIM . ~ t ~ 4" CONC. SLAB ~ FIN. ' Q CnRADE 'r 1 - 1- OREGON 4 1 O z ~ 12~ 1) D ~Q iv I EX IRES: DSC.31, d STRSN3lS SII"1PSON MSTC(o/QB3 'd ~A. AND 16' 1% F-- DECK 16 1~ I~ ~ ~ 4 2 I~ l~D ST~E~ FRAME SSE P,4Cx~ L2.b 8 7 q ~ C G 2 2 E ~ G C 8 ~ 8 2 2 - 3 ~ B01'TOM , ~ Sri SIMPSON u~r~a ~ , ~ r....,~. } ~ ~ ~ ~ ~ GCQ4 ~ ~ MS7CG 6B3 14 - P STt2AP I. ' ~ EA. END 0 ~e AROUND NDR. .I S SEDROO 5 FROM ,4BOV~ i . . i I-4USG~12 . i . r':i 1 ~ S ~s' SSE S7~~L - _ . ~ AM TAI S - ~ Il'-m" IN7.ONLY ±r, 5 g t AL ICYN UJ/ i ~ N.D. ,480~/~ a AND UNITS 'F 8 IN18 ONILY ~ S i~+~-ro°~ exr. g ~ S GREAT ROOM ' S ~ 18'-D" IN7 ~ ~ 13'-~D'L k' x~r. oN~~ s O g ,4L ICxN LU/ ~ N.D~ ~/E 7 3 5 S ' ; ~.z ~ G' S S B g ~ t J~ S ~ ~ 3 18'-~D L ~ ~ N UNITS G B 13 13 ~ 12'-~"L i XT. ONL E D ~ 2 3 ~ i; CIN7. NOT 13 NEEDED a ~ B 5 K17CHEN~NOOK ~ S END UNITS) ~ ~ 5 9 S 38' - (d" k~ ~ MAStER I3 ~Xt" S(MPSON ~NL S 5 SIMPvON ~ ~ S o ~ 3 8'-~D" IN c~ MSTCro~oB3 am= 4mm V, FOYER 33 MS7CG~6B3 ~ ~A ~~p 'ONLY? a A 1, r 4m ~z DONUS ROOM ~ g FROM ABOVE ~ o ra _ . Cz r. ,s~ C G G d ~ \~---g . ,D g 2 2 2 2 9 0 a d 'rivo g g 9 g 4 ~ ~IMPaON - 3 ~ 4 4 z - MSTCroroB3 -0. » I~ I~ L 4 I~ calM~'SON Iro 16 1/0 i 00 rn. SIMPSON MSTG/oC~B3 MSTG6G P3 ALIC~zN UJ/ ~ r I INV FROM ABOVE 2nd ~~O~Y ~~00 ~~~1~1 N.D. B~LOUJ ~r~ ~~O l° X00 ~~~N 17904 2 emx sa Fr. 8z3~~. ~X~~10 N~IL.' 1st ~~O r ~~0~ ~~~i~l ~~'~IG~~ UNI'T' ON~"I' US~~ ~N ® ORLC- N+ ON D D. 318 8GL FT. = i'-0' 1,943 9Q. F'f. ~I ~I EXPIRES; DEC, 31, ~1 V~ ~i YI~~ LA71UBN36D CJR ~xAP JP i~r~7;-I ~LANtaES _~.~.--~~~°x3~x'x6° SHEAR CJi~ I t 2I 5ia" A325-N COL?~ I ~ vd ~ va /1 k ~~z ° GROUT- - P CONT. ~TCx. 6 CONT. TOP BOTT. C4J ~~a°x15' AB. BASE NO SCALE 1 NO SCALE Ind g ~.c. uo 1~°X9'X31d® ~!a°x15' A.B. Wl2 30 ~/d® ~YL. ~L~.'Cs. 1~J~ Tip. ~ x LSSt~ ~ 12 ® FLR JSTS. U \.J TOF' i~LATE. ~ j~a" M.B. ~ 12' O.C. 3x5 NAILER (R1P TO BEAM WIGTN) STEEL BE , , ° SKEET ROCi~ 9 ~uR WALL TO 'f2' M.B. ~ 24" OaC. ENCLOSE ERAME 2x8 NAILER ~ ~ ~ ~ ~ ~ (Rli~ TO BEAM WIGTN) NO SCALE I i i i I i NO SCALE ~ie'~ MACHINE BOLT FOR NLGN. ABOVE.-VERi~~ LOCATION T7E'a O~ l81 ~rz ° BRA. Tp~CK iN PLACE ~~7' B . ~ TACK IN PLACE ~ W12x3o ~ ~ - 5/16' WEB STIF~ENE B g)o Q' J/ KJ 4'~O'U1x2'-6°G CONT. FTCx. SEE ~GTN. a )vn ~ r NO SCALE a 18'x5"q~+ i a p 8 NO SCALE 0 a a a , „ a D,C tN ORE N 25. ~~AD D. EXPIRES: DEC. 31, 6 L,aTSU 6 Ind ~ ~a' U,C. UUF SWEATNING i?UQi" S+~ATNING fSEE T1"P. UJALL tSEE TYP, WALL SEG.I SEG.J FASTEN TQ DEGIC 6NEA7kIBNG TRUSS QF2 END ~ MINCs WI Ll ISEE F MIND NQTESJ RFTR. UJ/ WEB ~d ~ Ga' Q.G. iUd m F~° U.G. Q~? ~LfC'G 5TU 'EDGE° AND " I2 U.G. EiELD EDGE NAILING-~° cn MAX. 2d' U.G. _ _ _ _ _ _ AND BLUCK'G NIU GLiPS ~ EA ~ ° ~ ALL R'ANEL Sri ~ d' Q.G. PTER -iSd 5 Q.G. Lit EDGES. CY) ~l '2 X' LiC'NG GLG. JST. EDGE NAILING ~ 2 X JQIST ~ RAFTER 'SIM~SUN" LSSs~ EpGE NAILING l SEE NUTES) t SEE SGNED.J J d) 2 X STUD tUALL 3 X STUD WALL ~ SNEATFi1NG ~ tSEE GidDULE) SNEATNlNG SNEATNiNG ~ X STUD WALL } tSEE SCNEDULEJ tSE SCNEDULEJ ~ 1 SCALE: 31d' = 1'ws~° ~ SNEARWALL v z FLOOR-1 ROOF-4 ~J ~ _ UY A&+~m 0' aG, oG ~ NQLDQUJ!`i tSEE ~ xa,exr, uxa. SCALE; 3/4' i'eQ° ~ SI~EARWALL SCALE: 3!d' 1'-U' g Si~EARWALL SGNEDULEI ~raava . a•ac, smaa. . SNEATNING ~ tSEE SCNEDULEJ d X F MING AP•"° a°a.~ ~a~. e® ~ NQLDQi1~1 LQG. DEGI< SNEATWlNG n ~ "fly' ~°a~ a^a ibd NAILS ~ 4° U.G. Sri ~ 3° Q.G. tSEE FRAMING NUTESJ ~~s' GUT UJASNER vr~rwa ~ .~u. AT NQLDQU~1 aa°'~ ~a~` roe isr ur,ew . ti EDGE NAILING; ~i~'4 ALL TNREAD a°o~. n°a~ ~ ~ ° ~ • ~ A3~o STEEL CULT JQIST tEXTEND TNRU 13M) ~rw_ a^a~ a.o~, a• ~ .xy . ANGNQR ALTS " ~ n EDG N I I 7 MIN. EMBED. ~ ara.• ~°ac, e'o~ • .eww E A L NG ~ fSEE 'NUTES® FUR 2 X FLR JSTS ~ IIII ' ` S1 ~ (SEE t~LAN FQR SIZE) uw, row A~ ►u ZE SF'ACiNGJ II USE i JST EAGN SIDE ~i roves rso xrca °SiMPSUN L55U DUNG. STEM WALL I OF THREADED ~UL7 ~ ~s• rav tSEE NG'TES1 w .a®aa, ~aa I BM QR NDR "sa.i•ac, ra ~ ~as~ sa ~ .~s,s sa~trar. n+ t~.~ ac. 2 X STUD WALL tSEE 1~LAN FUR SIZEJ n,n so~'oe, c ~ a~ SCALE: 3J4` = i'-U' II a ®'r, r ~ rora ro ~ II eJ xb. ~ , ~ ,sw ve sa SNEATWINCx II ~ ss nary burr r~ tSEE SGNEDULE) II 1~ II _ °S h1 °ti " m zs zoao L 1~ II i PSQN f3R a ~r+~t ~x ~ rx ea r rra~. ran as ~ox~cNm ~,~'J BEARING RLATE ~c~tsx ax~j a sa FLOOR-a ~I,i~ ~ ~ ~ 9 ~ M Frill Tc? Fl' IiYiT ~ Tlt?N ~ 5 J C °~I ~a~ . ~ ~ 2 X TRIMMER TU al eAT AL1. TI SCALE: aid' i'-~° ~ SNEARWALL y '°"UNC IL EAL UTASNER ~ ~ FND-4 r DECK SFiEATNING G~ pry,, a ISEE FRAMING NUTES) f ~ SCALE : ° = i+-Q' HDSALAG ~J . Imd g b U.G. SULiD BL~'G. ~ ' d° ~s uxo. ,M ' r y,r ~ ~i ®UND, " i 1~ ' ~ Sri CU UN ~ ~a' U.G. nn I F i~c1 CUMi'iQN , I JUIST r~ ~ 3° Q.G. D GK SN A NI e E ST ER.ED E E T NG tSEE FRAMING NUTES) a EDGE NAILINCx-~- i` ° ~ 1/ ~ SIMPSUN' L551~ ~~G~ w rvs~ s~ tSEE NUTES) _~p`/I pi~~ DBL. JST. QR r rs ~ 2 X STU WA y DBL BLKG. D LL ~,IL ~pL ~~I~p~ 2 X BLQGiGING sa ~ ~ G pG m d8' Q.G. ~ xst. g r~x ~ uNa,N e~. r ' SNAT~IING 5 ~ ~ UR FLQQR JSTS. ~ ' ro ~ • tSEE SGNEDULEJ DIA-SHEAR5 us r ® a7 a so xw° ~r~ V ,us®®W ~r.t ,Mrre.es .sa°o~r P i FLOOR-3 CMSTt2-1 ~ v ~o ~s zoos n SGALE~ 3/4® i"-U" ~ FLQQR DiARi~ M pia.+x ea a ao N-FLAP ~d BAR GQNT, r~agmaaoxw~nv rmtexmu wr SCALE. 3/4° 1"-U' ~ SNEARWALL ~ GULAG. SLAB UN ~ MIL ill T~ FY INST ~ TICNd n i8~ ANCNUR BULTS ~ SEE SGNED. FQR Sf~G'G. MUiSTURE BARRIER UN 1 ° c~T,~. TI Sri ~ 3' U.G. d' GRANULAR FILL coloci DEGK SHEATHING , , ~ . . ~ . tSEE FRAMING NUTES) . Boo fl n n EDGE NAILING--~° ad BARS ~ 9° Q/G GLINT i~ . 7QF' ~ BUTT t71`P.J* ~d ~ S° Q.G. • NULI~UtI~I REFER • 7Q LAT SGNED FUR EDGE NAILiNGx-°° 2 X BLUCKiNCx ~ SIZE ~ MIN EBED. L ~ di3° C~.C. . . ' ; ® ~ . ~k°S' SHEAf2U1ALLS REIN. (L r 100 'SIMPSUN° LSSU . t11 LA1"ER OF REBAR tSEE NUTES) AT BUTTUM G'F FTG. FTG TQ EXTEND iS" 2 X STUD WALL PAST EA. END QF WALL QR T(E (NTQ SEE FQUNDAT3QN PERfi~ENDIGULAR FUR FTG. SIZE ' 17904 ---SNEATNING~ FQQTING~ tSEE SCHEDULE) FLOOR-2 OREGON I y 29 > $ °v G' ° SCALE: 3!d i'®Q' ~ SHEARWALi~ ~ { D. R1RES: DEC. 1, LAT3U 6