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Plans (260) OFFICE COPY OFFICE COPY LEGEND: Pacific —ss SANITARY SEWER Community so-- STORM DRAIN f. Design ° 3 SW ROCKHAMPTON LANE w -- ,, � _ ;,. w� WATER LINE 12564 SW MainStreet ---3,.,: --c..-5.'11- �.m_ �t N � t ,��, � MANHOLE Tigard,OR 97223 � — [T]503-941-9484 STORM CATCH BASIN r ^; DATE: 071'17/2019 � _ ,; WATER __-- LATERAL ms 0 • STREET LIGHT REVISIONS ° STORM METERS { SANITARY NO. DATE DESCRIPTION p ---Ari.. ° w - _:. LATERAL _ w �; 5_ L STRAW WATTLE PERIMETER �I2 ," LATERA _ 't----- a EROSION CONTROL : � itil 1.— 291.6 - \./ . 298.1 a / //// / /i////,40/////// ///////50.0'/// ///////S�DEWALK '0./ — oilim 4 • --- € 39d , • �� EC E I Y c ID PORCH SETBACK 8 _, - - ` - �`� - - - _ _ BUILDING SETBACK: 12' E -1 - - - -1 I- = 1 _7r, Y / 7 I- -31.1 - - - -I - - SIDE SETBACK: 3� JUL 1 8 2019 P.U.E. f o _ — — H H — — — _- SIDE FACING STREET: CITY OF TIGARD 0. 04 / CEDAR -.- -1J PUBLIC STREETS: 8' BUILDING DIVISION - _ o - - - - -1 r -- L �, - 1 . ) _., -FENCING 1 -01 ALLEY/PRIVATE STREETS: 3' 1 I ' REAR SETBACK: 15' SALES OFFICE /� o REAR SETBACK AT ALLEY/PRIVATE: 0' Q PARKING / /� 10'S , _, . �_ REAR COVERED PATIO: 10' VAL ITY OF PERMIT I q.o �' I GARAGE: THE I UANCE OFA PERMIT ( ( TYP. I f SALES 9 t ISE PUBLIC STREETS: 20' BAS ON CONSTRUCTION ,; TRAII.ERI of ALLEY/PRIVATE STREET: 3'-5' DO p MENTS AND OTHER �� as 90.0 238 I 237 I I 236 235 DATg HALL NOT PREVENT 0.09 ACRES 0.11 ACRES 0.11 ACRES 239 0.11 ACRES l 0.09 ACRES rn THE DE OFFICIAL FROM FFE: 296.14 R OFA NG THE ORS.OSSC 105.40N — 20.0' -I TYP. 14.9' I --I 27.0' - I I C) POLYGON AT ROSHAK 35.6 --•� c RIDGE LT_co ENHANCED ` I I f' ENHANCED I 13 ) n�� < �j FENCING — ;- — — H H — / — — FENCING - — —I I- — — — — - — o _% C n' — , l NL1- 1. i A 1 1 Y_ 1 p) a sv o c a t= >, im - = _ _ f - e.- _.tee O13 i v STOP SIGN N g CD d. i 0 8.00' RETAINING WALL m o PUE.0. o 2 m � W h c`( I ch ". e e n 40.0'.° a 50.0 ". e ° a 0 d g ".„ > P ORARC TEM t ° n A n d SIDEWALK n a e ° ° rA 3 P. n O 0 SALES E o 305.0 CP p 8. 6 v PLOT PLAN °; a 292.2 / , _ N C. C. r8 t` i/ - 20.0' ---1: r I n 0 a �q DRIVEWAY0 SW BULL MOUNTAIN ROAD °' '-`5F T r,VIP) R. iTTAtjE "i...� 'v01i. tl.lJavl.t'i.IA.`t v� o V 0 Approved: OTC: [ Wood structural members that exposed tothe weethertot~ POLYGON NORTHWEST (360) 695-7700 Permit#: C ,,,,,sZ a/ 9 - (�nC� 0, Pressure Treated or decay rent O V )� PROJECT NO.: 395 010 Address: (/� J/ / L TYPE: CONSTRUCTION Oer317,1.3 2S1W7 q�' ��� IR TYPE: nt�1 REVIEWED BY: LOTS 236, 237 & 238 (R-12) Suite#i SCALE 10 0 CASEFILE(S): POLYGON AT ROSHAK RIDGE By: Date: 7 .2) -J9 PDR 2015-00002 1 INCH=20 FEET z PDR 2016-00002-00006 16870 & 16882 & 16894 SW ROCKHAMPTON LN - i . I , < t 4 1 (TYP.) ii,t Ai VP RECEIVED RECEIVED o 6x6 TREATED POST ON SIMPSQ ABU66 POST BASE(TYP.OF 4) MAS 2019 2019 4 i` z CITY OF TIGARD JUL 1 : � =� B 6+ 4"CONCRETE SLAB ON MiN. JILDIfOG DIVISSION CITY OF TIGARD 7, ... 6"OF CRUSHED RCCK , la � . � -�' .:b1--.' 4 f� BUILDING DIVISION in. 7 ,aay'u�ex..- - Y 2"0 x MIN.98°DEEP CONrRET �_._ ` ci,; PIER-MUSTTERMINATE ON .. . - e 36 . , ,,,,,), 1 , .„ , Lu v V? CN‘-1 'tel ne7I i F ..,-, i SPLA (D)DOUBLE 6x8 x - ,v ,ONG FOOTING WITH(N) REPLACE(E)DOUBLE 8x8 -';_:_.-- 4%6'4 6'' ONG F DOTING OO TIN GN� DOUBLE 6x8 x 7'-0"-LONG FOOTING DOUBLE 6x8 x T-00"-LONG FOOTING ,, 1 t.. t'''' + > ' i lk ice-'' I 1 F- 2 it U) .J t W, 1J -J z S1.27 0 s9.2 I CD 12"0 x MIN.18"DEEP CONCRETE" PIER-MUST TERMINATE ON Z ORIGINAL SOIL(fYP.OF 4) Q 28`-2^ Z C9 4"CONCRETE SLAB ON M[N. 0. rr®�� Q I Ct 7£?'? 6"OF CRUSHED ROCK r4 �� V /♦1 f<g I'I ''''"•,,, .���1 }. 0 ei ' t .J 1 SALES TRAILER ENTRY FOUNDATION PLAN I , J _.1 ~ SCP.LE'fa'=F'A' *.�. f gt yrQ, 6x6 TREATED POST ON SiPARSIr I I ? O ABU66 POST BASE(TYP.OF 4) V # Cl.IS /0 (TYP.) ma 6.'g /.."1 . J t—_ �J < VlF- 111 i 4 -2019 0 -, u) .� i i 3,...... 4 , ,,, tss si= 1 ,.� . s �S (TYP.OF 4?Kisy h) #2 DFL 2.,CEILING I #2 DFL 6)(8 BE 3) ,.,11"0.C, 2 DFL 6x8 BEAM emilyz - (�/ ALL(N)WINDOW AND DOOR HEADERS AT EXTERIOR L. WALLS SHALL BE SUPPORTED AT ENDS WITH(2)#2 DFL #2 DFL 2x6 E2AFTF- @ 24"0.0 '2 DFL 2x6 RAFTERS 1� 2x4 STUDS(ONE KING STUD,ONE TRIMMER) IIIE-0" @ 24"O.C. imat '\ R 3,r 2"-t}, €. '" 2°-0" 3'-{I' 3'-1Q" -- > Aft ilk I I IMP 2)#2 DEL R wi2x6 HEADERlia ?S ti. w"1"lrrw1""lrrrs' VI NIS > t.4 * -L";1.)- #2 DF 6x6 HEADER O. I 1 r . inti. p FASTEN RA1-IERT• z 0 u r 0 agar 3 WALL TOP PLATE ' a L? xe y]l WITH SIMPSON A35 n .# ASTENRAFTERTO -. l . rr YIALLTOP PLATE `` `- S t[ `x-- y WITH SIMPSON A35 ' /41 N ta m J {� @ 6'-0`O.C. - " 0uw.ww r to 1 C.EILIN#LOAD BEARIbIG UK ON a„2 , .0 �(' 1L, _ .•-: , THIS WALL(NO ROOF BEARI: ) w m - -, [ S� l� ._ K-4 0-a N XISTIWC dol 14*x 24"MURPHY 3100 - / Z 111 CO x-o;=< 2.0E RIDGE BEAMS PER v w a I i tom- jj CITY APPROVED PLANS BY MODERN U i0 C7 O to z<n 'F w:DEL 2x6's @ 24"O.C. / BUILDING SYSTEMS DATED 8 C r.,1....,_11_1\-__- �_ (2).02 O L c`�?z- Z w ^99 OVE2FA,AM1NG;EXISTING ROOF o NOVEMBER 30,2015(TO REMAIN) ----,.....„.„,,,,A), y� ?x6 I^1EADER ti¢Tv ( v'Q deg Q Z 4't}` y„ [OFFICE 2I 2 w w_,- / •1 DFL 2x10 RIDGE 5.ris `gip It3. c1 0 , \ E.4x6 COLUMNS fl ,. 1 ' TO REMAIN . ,.. _. 0 to tr . .... / =w O ALL INTERIOR WALLS (E)4x6ODLU 1E+t Si. S2'-9"SUPPORT NO ROOFLOAD TO REMAIN Z to Z Z CEIL1Nif LOAD BEARING OK ON s Gv Q w-x-.„e'� 1 DFL 2x10 RIDGE t'8" TN€S Yd1 l(NC?ROOF AFAPING a -- - ' -- , ' t 0 a'IS*- libi :: c.1 0 ti.a _ I d3#2 DFL 2x6's @ 24"O.C. Z FASTEN RAFTER Taiim 0 A.Xu OVERFRAMING EXISTING ROOF WALL TOP PLATEVair WITH SIMPSON A35 an tr m a%•L @ 6'-0"0.0. 2)#2 DEL 2x6 HEADER L"0>.. 0 0 L [Cz z (2)#2 DFL 2x6 HEADER m a. H 2 4'-0" I of—ME 11 10'.6" h a:} + g00g an Z 331{ Z .y E"•3" W J Z 1 Ler -.--s HSTEN RAFTER TO J w a k ► WALL TOP PLATEI i 5 (� - )#2 DFL WITH SIMPSON A35 0 2x6 HEADER W I @ 6'-0"O C H W #2 OF $x6 HEADER n/ Eirsommomrammommo 111111.11M1.1,=.11.11:=11=1111:=1.11111111=,...,MINli 0 (2)#2 DFL 2x6 HEADER Z)#2 DFL 2x6 HEADER y�� I 1 0 1J.. 2 14g , it rr 8. " 3'11 2'0" 7-0" 35'.-0- /-10" ` PRO {� , VERIFY THAT EXISTING �/ T1-11 WALL 10 " s 2 DFL 2x6 RAFTERS '�♦ SHEATHING IS FASTENED WITH 6d NAILS @ 6" #2 DFL 2x6 RAFTER @ 24"O.:G. e 1 -� .._I ...-- OC.AT EDGES AND @ 12"O,C,IN THE FIELD @ 24'O,C. «< xs` �; #2 DFL 2 x CEP,.LNG '� f _ I)-1 L #2 DFL 6x8 SEX, .1I» as 2' •2 DFL 6x6 BEAM .� 0 1 SALES TRAILER FRAMING G PLANOREGON 1 E-'Z a .g=,'-r ii. 6, •ITr..OF 4) I� 0 - *9a ‘44V gig 49 •--� ' W 0 __I 0 Q 0 ..2019 rD -, fes :8/30120,4 43 . , w p i\> (---) 40 i.,.. > , > rn r— o (i) fl (1) IH .....1 X X > > I= i= m m X X I I X 11 ... m X > 0 \\t\\\ X Z m "...1 I . m m r- < m > < H > \ 0 --I z 5 z rzt a i i 0 lip S\s ( L.,,,,,-0,,,/, r .......] .._ pow , . CLIENT: POLYGON NORTHWEST COMPANY ) , . VISTA . JOB TITLE: POLYGON AT BULL MOUNTAIN — sTrqUCTU -A r4. L --=;-H SALES TRAILER ,.. *' ." EN 174 NGI :..:',: I N C-,; ,LL .„. 147151\1W PE,'LIA 5-11". .0. romnr\ir, or2zio\ 97229 LOCATION: TIGARD, OREGON OIC : 9'71.246 412'i FAX: 858 -1..",,9 6.29 68 * 12N 55@VISTA5TP\tril,KAL,COM C)) cn .p., ..p, w r.,-, r- rn r- N ci) , w —1 30 X > > r= F m M 70 :1 , 1 1— 70 m --5 -n H .1 m — H r- m m r- < > m H > 5 --, z z f,-j ''.-- / i. 4 ,, • i0.1 or • . 0 i .., co AIIIMMINIMIN :CLIENT. POLYGON NORTHWEST COMPANY ihI o, o,,,, 'VISTA (JOB TJI,E; POLYGON AT BULL MOUNTAIN . ,,,- 'fr — STRUCTURAL — ' ',41 tlor SALES TRAILER /170 1`,1\A/ :1) 1. IA cirtr-::i l'-'00-,/N2 Or;f601 9722q LOC AT ION: Tlc,"ARD, OREGON Ori-1;--- q 71 24).(2424 * va-31): 97I (,)--47 C)e,01 i•- ' r/V 635.---,,,...,-96),:',_',:,,),'-:-,5 ,'I- 2r,1\INI1()@VISIA5 P,L,6111 ,COM I - •x6 TREATED DECK POST ROOF SHEATHING:%s'APR-RATED PANEL -. FASTENED TO RAFTERS W/8d NAILS @ 6"O.C. AT EDGES AND @ 12"O.C. IN THE FIELD 1MPSON ABU66 POST BAS1 Ew r - -` DE NAILING o - ONCRETE PIER /4 won 1.\.....S. `�4 EDGE NAILIN }#` 21**i ,-, h � f ' TERS PER PLAN AND FLAT fl VERTICAL 2x4's @ 24"O.C.BETWEEN �� POST BASE NEW%6"APA-RATED PANEL(SHOW N RAFTERS ANDr.°DECK WITH HATCH)FASTENED TO STUDS ( ) (E)2x RIM SCALE:1,,r 1-0,� T W/8A DNILS @@ 12" 6"O.C. FIELD.EDGES AND @ 12"Q.C. IN THE FIELD. N REMOVE EXISTING SHEATHING AS REQUIRED AT EXISTING 2x RIM E)2x12 RAFTERS @ 24"O.C. �z �_ � CV is ROOF SHEATHING:%s'APA-RATED PANEL EDGE NAILIN `�, FASTENED TO RAFTERS W/8d NAILS @ 6" Q.C.AT EDGES AND @ 12"O.C. IN THE FIELD 2x6 BLOCKING BETWEEN CJ'Sj AND RAFTERS TOENAILED TO BEAM WITH(3)8d NAILS " " co 2 rr 3 3)10d NAILS TO CEILING JOISTS AN ir ; _ FASTEN EACH CEILING RAFTERS, BEYOND , =see """""lif FASTEN TOP OF COVERED PORCH RAFTER,PER--,, Min JOIST TO RAFTER BEAM TO SIDE OF ADJACENT TRUSS PLAN(TYP.) til W ViiTi NW WITH SIMPSON TS12 STRAP Fttt, FASTEN(E)2x RIM TO(E)2x TO* A�"` "rw PLATE WITH SIMPSON LTP4 @ 7. 2'-6"O.C.AT COVERED ENTRY E)2x6 TOP PLATE >"'EACH CEILIN- reAz JOIST TO WOOD BEAM gran WITH SIMPSON H2.5A SIMPSON LCE4 ON BC3Tf 1 000 BEAM PER PLAN FACES OF POST/BEAM z SIMPSQN LCE4 ON BOTH o FACES OF POST/BEAM 0 O x POST W _1 Z i m o 2 COVERED PORCH BEAM CONNECTION W ��++ q �y COVERED PORCH SHEAR TRANSFER DETAIL �' S1.0 SCALE.1"=1'-0" S1,0 SCALE:1"=•'_0" O Z o tea/ Z 0 >- O 0 _J C/R C3it c..'0' >- o w- s ' 0 C3 u ,\ .J a. J t — , 0 0 f CL W- § Z OREGON �,,� Z i_ _- U) H 03 S oQ 0-.. -219 0 c EXPIRES: 1 I E)RIDGE VENT,AS SPECIFIED BY MANUFACTURER ON PREVIOUSLY APPROVED PLANS BY MODERN `_." (E)(4)112"x 24"MURPHY 3100 F BUILDING SYSTEMS DATED 11/30/15 4 , ,_,,, 2.0E LVL(FASTENED AS SPECIFIED BY MANUFACTURER) E)ROOF SHEATHING,AS SPECIFIED BY MANUFACTURER 4 , c E)2x12 RAFTERS @ 24"O.C. (E)2x12 RAFTERS @ 24"O.C. ON PREVIOUSLY APPROVED u - PLANS BY MODERN BUILDING v SYSTEMS DATED 11/30/15 �� i1_: , 11/,‘,000r , % r #40,1/ t5:•..-_,:,,' r „,40,,, N)#2 DFL 2x6 VAULTED „.- ,_,---E”-C 'I....., - ff,,, AP- , CEILING JOISTS @ 24"O.C. �� �., (SHOWN AS HATCHED) /1"..40 ' A_,,. :1":11; --, i � E)2x6 TOP PLATE f "" --- ;7- ,Ir% N. ,-,,, ,, , E)EXTERIOR WALL (N)#2 DFL 2x6 VAULTS* * ' '' CO N)#2 DFL 2x6 VAULTED "- CEILING JOISTS @ 24"O.C. CEILING JOISTS @ 24"O.C. - �z \:1.) l (SHOWN AS HATCHED) (SHOWN AS HATCHED) k ti `l- j< ti CJ i SIMPSON LSU26 SLOPEABL JOIST HANGER AT UPPER END OF EACH CEILING JOIST ' SECTION AT FRONT/REAR WALL ( '\SECTION AT RIDGE Si I, t SCALE:1"=1'-0" p 6 SCALE:1"=T,'-0' > 0- E)2x12 RAFTERS @ 24"O.C. 0 —{E)2x12 RAFTERS @ 24"O.C. U0 en 2 N)#2 DFL 2x6 VAULTED A35 @ 6'-0"O.C. CEILING JOISTS @ 24"O.C. I 0 j (SHOWN AS HATCHED) Q ill CC r! :6 4)2x4's LAID FLAT,FASTENED o "rAb Ili TOGETHER WITH(2)10d NAILS z N)#2 DFL 2x6 FLAT CEILING ► _ @ 24"O.C. z 0 Q N. JOISTS @ 24"O.C.(SHOWN AS 2x4 BLOCKING BETWEEz HATCHED} '� i'" Ct CEILING JOISTS N---(E)2x6 TOP PLATE £ O -.�I a 2x6 BLOCKING FLUSH ITl �-/ O - t. \ (9 W OFFICE#1 FACE OF WALL4? ,_I0 —� F— L1 Ott, L N)#2 DFL 2x6 FLAT N\NN 3 E)EXTERIOR WALL CEILING JOISTS @ 24"O.C. ` OFFICE#11 !OFFICE#21 (SHOWN AS HATCHED) a��N _ 3 Z I"- W Q 3 SECTION AT REAR WALL OF RESTROOM 4 SECTION AT WALL BETWEEN OFFICES W ��aa q rq ( Q ._. co /0 s E,1 SCALE:1"_i'-0x S t 1 SCALE:1"=Y'-0" � ^.,20 1 9 0 � __.j • EXPIRES:6/3012301% «s . In I....1...j : ,,i: CD :,, c.-..; (----, ----) , ,__, -zc (E)T1-11 SHEATHING FASTENE6 (E)T1-11 SHEATHING FASTENE k4 (--"2,_ ,-)._.:_ \------- WITH 6d NAILS @ 6"O.C.AT ASTEN(E)WALL BOTTOM WITH 6d NAILS @ 6"O.G.AT ASTEN (E)WALL BOTTOM EDGES AND @ 12"O.C.AT PLATE TO(E)RIM WITH (N) EDGES AND @ 12"O.C.AT PLATE TO(E)RIM WITH (N) * INTERMEDIATE FRAMING 16d NAILS 0 16"O.C. INTERMEDIATE FRAMING 16d NAILS 0 16"O.C. Orrl* olti 3 rail CI \\..., ,-. E)3/4"SUBFLOOR (E)2x8 RIN (E)2x8 RI am.g,;:?,_' E)3/4"SUBFLOOR P" 1 (E)2x8 JOIST (E)2x8 JOIST ' \....._ ..„‘,., 0 1 FRONT/REAR WALL BOTTOM PLATE CONNECTION s1.2 I`=l'-0" C 2 GABLE END WALL BOTTOM PLATE CONNECTION SCALE' ) S1,2c,„ ALE 1".,-,r_o- 4,.!-Z :, - ', t --------.- ',-, - ---:,- >— z Z 0._ f— z 0 D 00 1-- 2 W _J z 0 I CO 0 V-- V— W CC < o H 0 Z 0 Z 0 0 0 ct 0 >- 6* CL 1.1.1 1 OREGON ir-7 E— H ,— (/) I-- Lu ih • _._I 0 < 0 '."---7.---- -2019 (....) —, u _..1 EXPIRES:($130/2041 ,.. - dor 2t 1 24-.4 RECEIVED . ... 4 I( . J.1.00010.0101111.1C,, '14 1 k/. (TYP) ar - WR 0 7 2°19 ilk Sit VP` 6x6 TREATED POST ON SI '''' • C TIGARD Oi ABU66 POST BASE(TYP.OF 4) CCP( 1-INISION BUILD".4 3'2 ...,.c... ,, 4"CONCRETE SLAB ON MIN. -1I . - '',..)2(1-0" I 6"OF CRUSHED ROCK '1 1" 1, ' ,.--:''. : -,:,4 4.4 NJ 7-7 ...----, co., „.;.,,..- .... ,,N 4...../I , 474 4 12"Ox MIN.18"DEEP CONCRETE-, ' . -. PIER-MUST TERMINATE ON '',/ ---- xxiAiti41 .1 c.). 40. WP( W Waal . ---- '---,,-- k_c-s, .., , ....., Air I. . - ._,..., 03 ' . , >_,.; tEPLACE 151 DOUBLE 6.4 x REPLACE(E)DOUBLE 6x8 i , 4/ ‘..,... 4... . 4' LONG FOOTING WOH(N) 4'-6"-LONG FOOTING WITH(N) .., DOUBLE 6x8 x T.O"-LONG FOOTING DOUBLE 6x8 x 7',0"-LONG FOOTING \\7111.11 «,) (..„.. ....''.\\ .:' .•-• ., . „ 7.., ' ..,.,. Z Z < 1 EL H ' 2Z 1 ; 0 D ,• L. 0 0 1 " 1--1C1r)1.— D---j--j2 OZ , 4 H 1 Ark i Cf) 0 ,. H F- 111 1 C < OL 2.ii-T 1 ‘ 0 - 0 .,..-- 12'0 x MIN.18"DEEP CONCRETE.," Z ..... PIER-MUST TERMINATE ON C.) ORIGINAL SOIL(TYP.OF 4) C) Z 0 CD --- 4"CONCRETE SLAB ON MIN .00 PROp', CD 6"OF CRUSHED ROCK 1 N,/ ve- . 0 • --1 CD SALES TRAILER ENTRY FOUNDATION PLAN ir L...._____ J • • 6x6 TREATED POST ON SIM or r 0 4) ‘---- E1)1 ABU66 POST BASE(TYP. e if a_ ... . ......, „..... 0 4 ---, /— (TYP.) -, / 1 7 • OREGON / f— i- 2t / i— Lu _I 0 < 0 Icr-0.• 4 '20 1 9 0 ---) co —I ,., EXPIRES:si3or2o4 \\11kta.... ,,H...„ -„,..,....„.-0 ,--_,...,.. .-„.„-.....,-..... j E)RIDGE VENT,AS SPECIFIED BY MANUFACTURER 11 ON PREVIOUSLY APPROVED PLANS BY MODERN (E)(4) 1y2"x 24"MURPHY 3100 F BUILDING SYSTEMS DATED 11/30/15 I 2.0E LVL(FASTENED AS -- v SPECIFIED BY MANUFACTURER) ;� E}ROOF SHEATHING,AS rr E)2x12 RAFTERS @ 24"O.C. SPECIFIED BY MANUFACTURERS Q� 7 (E)2x12 RAFTERS @ 24"O.C. ON PREVIOUSLY APPROVED PLANS BY MODERN BUILDINGV1 `� SYSTEMS DATED 11/30/15 i "/ , n , Q<\---\--, C r@6'-0 O.C: ,' jr Airr# , . ati - . .,./ "--- - . 21,1 • At,: N)#2 DFL 2x6 VAULTED CEILING JOISTS @ 24"O.C. (SHOWN AS HATCHED) 4,/ ( ^moi � Aor� t E)2x6 TOP PLATE F _ , ,,,_ _ ,N, ---7, '' \Z. CN 1>: NE)EXTERIOR WALL (N)#2 DFL 2x6 VAULTER N)#2 DFL 2x6 VAULTEDx v "_ / Z - CEILING JOISTS @ 24"O.C. CEILING JOISTS @ 24"O.C. (SHOWN AS HATCHED) (SHOWN AS HATCHED) C� i SIMPSON LSU26 SLOPEABLE-' JOIST HANGER AT UPPER ENDNINO , OF EACH CEILING JOIST 1 g SECTION AT FRONT/REAR WALL SECTION AT RIDGE S \\i.1 I SCALE:1''=S'-0" Il SCALE.t"=1°_ Ipx >-. Z Z H 2 Z E)2x12 RAFTERS @ 24"O.C. 0 --(E)2x12 RAFTERS @ 24"O.C. U) 0 W J Z N)#2 DFL 2x6 VAULTED A35 @ 6'-0"O.C. CEILING JOISTS @ 24"O.C. = m 0 ' "flpriferjoryArOrddiyryje (SHOWN AS HATCHED) CC W 4/00, Xi/1r ''. tet. Ct 4)2x4's LAID FLAT,FASTENED 0 0 - #41"---144#' 41°raj'9419W4(#4f4#F4f :-.4.90m @ TOGETHER WITH(2)10d NAILS Z Q N)#2 DFL 2x6 FLAT CEILING �.,� 24"O.Ca JOISTS @ 24"O.C.(SHOWN AS 00,-MiZ in HATCHED) 2x4 BLOCKING BETWEE NN\-{ CEILING JOISTS -- IiMil E}2x6 TOP PLATE r >v3 :V , at . '1 NN 2x6 BLOCKING HWITH---T---- � %'� tII� �5'y� ( � C FLUS Oji,. ,, . OFFICE#1 FACE OF WALL W .v /` \ � O N)#2 DFL 2x6 FLAT " E)EXTERIOR WALL CEILING JOISTS @ 24"O.C. ,, = '— Uhl04 -.I I OFFICE#1] !OFFICE#2] (SHOWN AS HATCHED) r ° 3 SECTION AT REAR WALL OF RESTROOM 4 SECTION AT WALL BETWEEN OFFICES .. ~ ~- - r -0 s . SCALE:S"=t'_0• SI 1 SCALE.1'=1'-0 ` O1J 'IRES:6/30 ,Tri : , ci ( T1-11 SHEATHING FASTENED-- ( z-- )EE)T1-11 SHEATHING FASTENE . .,3, c.3.,, 1 ,,c,_,IN WITH 6d NAILS @ 6"0.C.AT '-'-‘ z-FASTEN(E)WALL BOTTOM WITH 6d NAILS @ 6"O.C.AT ASTEN(E)WALL BOTTOM i EDGES AND @ 12"O.C.AT Z/' PLATE TO(E)RIM WITH (N) PLATE TO(E)RIM WITH (N) EDGES AND @ 12"0.C.AT : l'Y INTERMEDIATE FRAMING16d NAILS @ 16"0.C. INTERMEDIATE FRAMING 16d NAILS @ 16"O.C. *Mil KA ..... 41111 SUBFLOOR (E)2x8 RIM----------.-F-4- (E)2x8 RI .E)3/4"SUBFLOOR r` I' (E)2x8 JOIST (E)2x8 JOIST- 1 FRONT/REAR WALL BOTTOM PLATE CONNECTION C2 \,GABLE END WALL BOTTOM PLATE CONNECTION ,k , S1.2 SCALE v.v.0" ,--,:, ) A 10, 'Ilk ›- 1 Z Z < < CL I-- 2 z 0 p 0 0 1--- 2 (/) _...1 w __I z D 0 1 CO 0 I-- I-- W Ct < CC 0 Z 0 I Z 0 0 0 ›- < : ---- __ 0 PRO o --""- I CC ;60 E ",c4, (.9 ,," "-----GINe"\V ,, 4070 41> \....../ / , , _...1 a. L._1 ' ' '• i d i z CL iffr ,— OREGON / I— 1-- 0 f \ lidltir 0 __I EXPIRES:8/30/2011 'w 1 C RECUVED 35' 0" CITY OF TIGARD BUILDING DIVISION 5'-0" 5' 0" 5'-0" 5'-0" 5'-0" - C . t,„._ c 3'-6" 4,-0,. 4'-0" 4,-0., 4'-0" 4'-0" 4, 0., 4'-0,. 3,'-6" I >. _ / / / / / 36"x 24"x REQ'D AREA WELL FOR a ACCESS.VERIFY g 1 i mil Milan mil imam 1[ 11_�__- Ill_--_._j s LOCATION ini f I I1�11 ■1N �1E ass _ #I tlosX1[11 IF REQ'D 2 �4x8DF#2 NAIIIIII (2) 1-112"x co 7-1/4"LVL Sa 1.1 I II il 187-1--- —[ffl--- : EH -fig- -El — ;--. 2 1 SW S 4.0 '1 iDI 4x8DF#2 E _._._____ I1• sas !al AMM 151 ails ass a ass t £aY u nah ry'S4,, re s 1111 MI ■ _ IMO us. la MI al 4.7 "- a .�, in ;. P.T.2x4w1(2)#5x1'-6" / ' Fe,' �o �.4- / DRIVE PIN ---•* s'Io\AL. '' , ' �, � , . ,� C CCS PREP i ( \ \ .,N >F`5,, 13 I.31 CW } 2x BRACING-TYP \ S 4.0 OREGON r FOUNDATION PLAN \c ,qhs 1R EriR�4� 3/16" = 1'-0" '11A I P.9k' - - EXP RES 12/31/16 REV. DESCRIPTION DATE BY _ SHEET .....:,... DC JOB# TSEOOFUMTUMATTSHE IDEAS AND A0100ERN FOUNDATION PLAN 2016-KL-03-1 DESIGNS INCORPORATED HERRN ARE PRODSHEET# " THE PROPERTY OF MODERN BUILDING BUILDING YSTEt IS 28' x 35' MODULAR OFFICE SYSTEMS INC.AND ARE NOT TO BE USEDHIN WHOLE OR IN PART ANY ,,,' -1.y - POLYGON S I O OTHER USE OR PROJECT WITHOUTFORA °• ' ' t. ., WRITTEN AUTHORIZATION. 7sJ x .(So377ssa9.9 FAx:04S_719-{950 P.O.BOX tIQ,PM PORTE77 ROAD,hi 111.E.OR 97325 s ",7:117="W" ADDRESS 150TH STREET,TIGARD OR 97224 E DRW SR DATE 1 1/30/15 • 'Z'METAL O O 1/2"P.T. PLYWOOD W/ w O HDG 8d AT 4" &8"O.C. ---- 0 0 (BLOCKED) \ ., O Q 26 GA ROLL FLASHING , uI OVER ICE&WATER \ i> Er OVER EMIL VAPOR z BARRIER -- SIMP A35 W/(6) N8'S EA. LEG 15°SQ. METAL VENT W/WELL WHERE WEDGE/SHIM F,w.h <: ,. s k :,r.,:: REQ'D BY GRADE N / _._. _____. _.__ f) P.T.2 x 6 BRACE AT MAX. i mpr-- ..i ,, 1 HI 5'-0"O.C.AT 45+/ 111011. - SLOPE AWAY : ii, DEGREE > ° flifra I/pro ANGLE { �3 i, ;,- ADJUST TO AVOID PIERS _.,+:-.:i1._,.., - 2 x 4 BACKING AT - F ' -- " r °" 24"O.C.W/(2) 12d HDG ---,:.,„,--1@;',,,, `F�q . 2 x 8 W/{4) 12d AT MIN. {2)JOISTS —' EA END AND 6 12d HDGF ` { j t s 4x8DF#2FLOORJ0IST N + AT BEARING POINTS r SUPPORT BEAM 2 12d HDG AT °' { } BRAG / _ P.T. 2 x 8 x 1.-3"L FLAT _ <�1:+ ..;a- it . — "'-e_� - ';*c,1.. -,r,, ;t ',' , . ter; CONT. P.T. 2x8 �r - 8x8x16CMU — --1 j FON DRAIN IF w . , , SITE REQ'D :� , ,1 I�4, � I.� I-! ; 1 I -- 16 x 16 x 4 CMU PIER 12d AT 6"O.C. __ __ 1s NOTE: SEE SHEET S4.0 FOR TYP. AT 2 x4 NOTES&DIMENSIONS P.T.2 x 4 W/(2)#5 x 11-6"DRIVE PIN-TYP. -,_ ENDWALL FOOTING AT BEAM FOUNDATION VENT 3/4" = 1-0" li A. 1 3 1 hh R _ __------ i , ,„'s (2) 12d TOENAIL _ — .3i .o* ae�rEts'Sri7 ,,-„- 4x8 DF#2 .,‘ EACH SIDE �� __ ' , (2)6d DUPLEX I oyTnOR(2) N10 16 x 16 x 4 CMU PIER y��ORP.T. 2x12x24" L. ,(NAL 6000#PRE FAB METAL PIER l a 'yz F sr k p t Pt€7F�C 13 431 41, CC ALTERNATE MID-SPAN FOOTING E OREGON „i,:,/5 REV. DESCRIPTION DATE BY sHEET EXP RES 12/31/16 2016-KL-03-1 — .�. . ...._..� REUSE OF DOCUMENTS JOB# _..,._. THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE p —' �`- - THE PROPERTY OF MODERN BUILDING FOUNDATION DETAILS BUILDING SYSTEMS PROD. 28'x 35' MODULAR OFFICE SHEET# SYSTEMS INC.AND ARE NOT TO BE - - ._ __ OHDRN UE OLE PORONTCARWTfF O RAY htC} RN Pi OitiaSYSTFM5.1tic, ^ 4.2 WRITTEN tix0479744-4444tRf 041)744-WO POLYGON _.•.. __ P.O,k10a'i 6442 Merreft ROAR.AZ,WAUJF,,.CR ran rECK x ta=i,7,,�"''"" `"'"' ADDRESS 150TH STREET,TIGARD OR 97224 DEW SR DATE 11/30/15 1 4 4 c3) RAFTER W/(4) 12d E.N. TO L.V.L. CS18 W/ (6) N10'S EACH END I ` I (3) 12d -- INIMINII I SIMPSON A34 W/(3) Nb 'S EACH LEG EI 12d AT 6"O.C. STAGGERED SIDING - - - INTERIOR FINISH ''',- :ail 2x BLOCKING STUDS W/ AT 4'-0"O.C. SIMPSON CS18 W/ I INSULATION (4) N10'S EACH END-TYP. 4 x 6 DF#2\P > 8d BOX NAILS AT COLUMN ` 6"O.C. `,` SUBFLOOR END RAFTER TYP. � A„� /:e. Is �- M ;. ti4> :,4.u,www >u (--::PI.1. LIP BARRIER WRAP __ 11111 7 1 t 4. 8”BELOW EDGE OF / Ti` 1 ,o 4_,, SIDING J 44.44 .46. _'r,,,^, r ,.� / / CS18 W/(6) N1O'S EACH END III OFFSET RIM INSULATION LV.L BEAM -TYP. / W/FS-25 P ; / FULL BEARING(RIM 7 / ' z' l DBL. END JOIST - OR BLOCKS) 44, 13431 cc 1 ENDWALL FLOOR DETAIL S PLAN VIEW AT CHORD TIE (`. END WALL COLUMN DETAIL :ems°��,°" Iz 4 RA9 , (XP RIS 12/31/1S REV. DESCRIPTION DATE j BY .I _�,... REUSE OFDOCUMENTS SHEET JOB# THIS DOCUMENT AND THE IDEAS AND D E TAS LS 20 6-KL-o -1 DESIGNS INCORPORATED HEREIN ARE �,,. ._,...._..,_ __.,._.............._ ._.,,.,.,- ....._._...-_.__.,,.�„ ...... .____ _..__._,._ THE PROPERTY OF MODERN SUIIDMG BUILDING.SYSTEMS PROJ. 28' x 35' MODULAR OFFICE SHEET# - SYSTEMS INC.AND ARE NOT TO SE USED M WHOLE OR IN PART FOR ANY r---- OTHER USE CO PROJECT WITHOUT . 111-DINt,SYS-I:Eta-PC WRITTEN AUTHORIZATION. 7F;„p; '.X33}U444.0 FAX 601)744-0.30 POLYGON 4.4 P.O.BOX lit,0491 Pc)RFg ROAE7.AWA:Wtii$,OR 77T�5 a«xsFivaa pass ie ++c.p 5 ADDRESS 150TH STREET,TIGARD OR 97224 ORW SR DATE 11/30/15