The URL can be used to link to this page

7275 SW DARTMOUTH STREET-6 I /r V k i 5 J L scxARE - -- - - - nA 1-5:ENTER V aE-SMAR- rDIYEl A/ - MAY t=-_=_ 7 ® --- _- SPECIAL INSPECTION RECI IRED ---- -- ---- - .___� State of Oregon Structural SPecI8 t•, COd9 - Concrata and R•Intorcinq Steel VICINITY M A r _ p `dolts Installed in Concrete NOT TO SCALE Specrl'.4omer.:•r j_- iting Concrete Frame C Roc r.forCi'o `!^`t °Prastres�'ng steel Tendons ' PLANNING AND ZONING BUILDING CODE KF�QTES04~ MIA11110141111m PROJECT UIRECTORY URAUJINCs I o Ia3h•strc~_:i.3t;Iti^G -C _ 5C^ _ v ..• _ ._.. _i \-,7 r��C r `•a=� �� 5 r - ..- ��:a✓\ aae C� w •�i�-^ _v\ __ b_^-\-�E C - .. OWNER; C TECTURAL `.•tfl. U- i::Onry n -• - ._ -r't _ •D•-\J r`. \'` Cie 3-N �_.C..\^. 3><^._c \/s L^ �- AR r�i - '� _ C Rcintofc'. ' osar':..=nc:- ^^ CbS- - ___l �. ✓�" S 1. o, _ a 5 -'v =� ❑ ICSUTAt:,^CC lCrslO .i1 SarryA;,:!i•::F; ;.f a:f�;ive i!aterials .:=�E _-� �.\� � e^ Y-_- C-,�-o_E _��•- L-'�C.�, J' _\.:.\` o`ce�nv/ ...�._^�' C5b_CF b'ec_ ooc4�_VaS --. B.._[+ =_r ... :-C •� _-____ ;E o�oloO eaooD�Y�rL.esrlG - _C= - c/=c�c Cr';tc F;crs and Cticccns RE - bra = '- eC-C . 3b. . _ C .'9 15•: CSS 5 'b CCH 5 _- \3 e'"C-R^ F.h r t b.=_ :=_=_F�- ^'. \_�--_ / ___• ------ QEr- e _b x_ 'as-Rr_-ap�\=__ TENANT: ___. - � \� _ C ocisiGrad ^c �ndFllliny "�_ •-:fib r - 5= 3 5 i \ _ _ =/C.55 =/ _ _ cF=/ =C cC Cb C._ 5Er°•.;=-ER V�x_Er B_E x 5-Y� J - \C- _ c_ - 5__: \� E' Q Sp• ia),Excavz: . \_A_o= cc:ECCC :x.f3a ^ ce:-^s E. ROR.C'^_ •� - ._� _ :c _ (C v^.0 G.b- _. _ \ - . -c o_ _ i' vim' _ CF."• \-ERE01R-IC^C -E" \� = arc_\= �/-.c`=._._aB=' \i _ Q Smoke-Contrcl S s:Lms :R ° C.. 5z R= rc\t=� \�RE \ __ _ `-` \.. 3-=_ �= - \3 C. 1 n = .. __ �__\ If 0twInspectlone _ _ •TCC' S .5 _ C`. TRI�IlB'I+IL I�MOIeTU�. ION _CC •.__ �"..__ \.... _�- _� .. �- r _� _:rl - ^C- C -^• - 1-_ ^ '`� eE. Hr - - . _ - ._ _RR` _r\_ r'- - - _ / C - •.✓^^�7 c � 4 c' l c..'- -_ �--'sD "•.'� �i\� _ c='__-�c :.\ y - •-- - .,.. >D _�_r 3 -•_ 's- _ : -'C c=.� _ .. _---a - .b - D _�•r• RCCj b`:.E,,, c-=\= _..:. �`_ ..�.'. -�^, =_c/_• O\: - ±.._.. \3 - �, . . ti - -Ivl+� �, v'. e=EF :.�:C _ =.•C -_ - r-'_ -.-.r.a -= 's-- _- a .:�" " \-.F CQ \5_r_-" �'. "t- E ^.:\' S'R• =_/ - oo..;;3 .. - _ .. 0' ed ^1 Ixl '��- Wti b - C^ _ nr \3 5 Aper • I ' \� •1^, - \ mcs ^�o :grY� ` ? \� �C /r f r_ \G ^ Cn^Q tl:^ally A ro .... _ Ry�- 6 OAd iq �_y, :"w \C'c-- + 5� - E/'EQ Q $ Q8 Fu'Gnly the',40fk as d BCri CF .5r_- �\ R- y•',- y- s :E �EC"E r ITN till \3 'R /E _-== 5'=F \��-3= - �- _ e'bCC _^�,.� PERM G �� ter►-urc ill eYr _r-K5r _ yea - .c- _ •= jr_ �� C\ \� -__ a^iCv ,D= C =RC\ _ _ \=r_- -_ -bC_H e.:Q:�H• -_ b'cR'\5 �' DI_ -=C ±.. ✓\G 5E'- ± - ^ I I' - ♦S __--� --- - '•a.. : =T.� A, ti TEG I OF R�..ORZ): ^S 9. \� B See Letter to Follow Attach...................... _ _ ? ^'EC": S^_�`-Q _ --_ - c .. �r_C`.'s 5EC- C`5 5 - / =5= e^i�`ry 35= r r b C '`- -Ct - _ _=w. p \3 .E".` INS i.r \tet '. JOc Address lr.~ J `SIJ ,lJ[L/)1eK/ WC C r -C/EQrs 5..a-`^' Svv� s5= -E.0 COJ.S�_.- 5-i:.\_@ ��'_-._ C� _'._c _-- _--- '_= ^�5 Sr_.. YAR gy A21 Date. ^ GCQ\�EIz, \ARE /O r.r \�! - "EC _ �\:.a5 31$� _ •- -- - _-•-- C'\S Br_a\� "\ r �Jr `r rr\r7--G� _ c \ r _ -____ -�- -E. VV .tl.b=. r' - E/'-F..E _ -F=-■ a _ C oCC< r l.6=_r HG..Jtc •.• _ _^\S R'rrr E/-Eq CR E_---'- o '- -- - -a •__ - ,�- c-W� --I R _\- BLDG 8 DESIGN ARCwl-EG? -c- =F�F �.:-�\� E\ Lov _ '.c _ _ _ _^ �; _ :.»�! a.gs C\s ^ \a -F _- C Er�_\b c Eo °: xcC= s=RS- "rc - .- =/"=Q arc Doom -R'[• -_�-' �, �� .. `5 r"S - - - - 'C' - =_/-ER=R __-- _<__ �5_ _- Ce•..M gE,-5r `W°- ---Q•R:.-'E 5. . =�. ___ _ '--r: -•-..: R �@ ....,. 3;-,, 5�_ `-� „ --_- ---•-_�- '- `= b'"R _ 3_..\s -� - - utuppYls /v v _ G v __••rJ \ r-_ -_-- -_- 5'�R � •.. r ... -°C - '-e CC:,:D E QR'--ge -C . ....,mt _S =•G ' ` -•:.�. • ' - ' �^\r'-E\-�.:\cE PMR STRUCTURAL _ \; (•• L C`_' b'_RErR�;>�il" - - - - _�. - r ___ _`--• -. - _ -__r _ r'°-�- _^_ _�c :�_��5 `•" e v � \- 3`-\:_R= :_ '.__ -__ ' 5 \C =Orc:-\C' S -- oeoele Fwa�fa 5- <E__- -/E\r=_ CIVIL _ :4•RE 63'_\' aS:4'R'cG oC@- \- CR ? _ _ PIS: �E� -E\ \- cCcc.oy� 3-:R =\5 '_::C� ^'EE55_^f=6 SG'.: .__ - st _ '?::C. raC�-_;-\_ _e~e\- a _•e4 �: - QE -.CE55 E-_ c - _ _-- �_ _- c--== -o- 5F 3C c=@ C '-•.._ 6'EE_ �E_\� cel_.�, 5r- .-2 c_ - - _.:E55 5%.__C cE� --- G \�_ /-\ ...._�-CO =\�_..=5.. + 5$ C•^rCrC �'.»,�i�' _ -`-_ =�»vY ..•.. _ E ^- - - c-AK%l.5 RE F= ' _ _/�F :mac ■^:5br�.-:@`=G=F `=g:`g g�rE� �c-o �rlCILENGINEER: C= �' .^.-^. C5E•'E_ wleeEq c S&C 5 •C _ __ ^ :�.'r.:. �j 3=.ODb:rR\j J•+•E MbE"D_- R-. \r ✓R • r ...r. .. -. SC..._.. i.CC __ • S�+.C= � 5•: ^riir \ J • 3 f/ b �\. 100010 ,AL lae w __•_ _ c„ . _ __-\ �-/�- - - --------------1 c �- RC\3 CIFC/�_: =co \ ^ccc: a .. �4C�f\.: :•\� a:-Eb __: _: _ - -- f M T SET 5 =\_\- c.\C` . _-_ CC0C= ¢r--F Q•-\Er E.�♦b 5C3 �'; •P:.- _r, i ' ^. -_ -� I J G T _c5 �Jr REr ae cG \ .CCc< <�' c_C GEOTEC"NICAL MARCH 22. 2000 we" TOILET STRUCTURAL �--- - �_ aboRlEa ENGINEER: _ - + _\/F^\"_\'.:_ IN m ASSEMBLY TYPES ABBREVIATIONS - --- :, -_ NG E 'F___ I I n - - n DRAWING MATERIAL DESIGN- I �E _ T :; I -= SYMBOLS SYMBOLSBr \- -BU LD HVAC: . r - , .: SQ..'9•-_N `^< 1 II'�'1 <- { -_ 7 R !.- .. --a C .:\^.-.^.rt H� - -_ r/- 5•-E _H c _ __ �.__U 6E:.C-, - . CQr-E-r- ,;,GGA-'• -_ _ L `. o.•Q c E rc-E - tt) [ I - I 'GC Oi •- -se` :.BOA. =�T =-- _\�- \s.. Cc .. \_' c__ �_ _ •-- c A, et.��/� P. r` L• -_,� ._p-_ P..' - \C _...r..-`O.-SEC- \ =....\�•. C\ .:\. ''':JC C __CJ I A R C H ( T G �- S ~; E - IIl I 1 sc"o'Rr-- _ r�L�E \r\\� _° _\5-E' -_CCrs oFr e�c A101 R_-Sr ]. I - - CE CwC�]�E\ =Rp' .-i- .� EEE A PROFESSIONAL n c �E ARE 1 1 \ ri =-s1QE a.:-E c,�c ^e :^`^_rte•` F w E Q __. .3?•-a-b- -/ 75 =_ \^ C: :p i c� \, 1,122 SOUTHWEST S CON�S CATION O) r} b 3�F �E �Ij �. '''w' ' 1,1-1 1 -Y \ - AI a'. B.r_ ^ - e i Wit- C POATLAN E 205-2447 USA, FLOOR WA t" WAU IM WALL Lr'ER\ :� c;.S-=ee 5C.7.ER F 4�- c. _ a. �- �Fa .-c ±.r.r \3 c 50 \s5 F.. R: v\*c.-"'\� L►Ict SU TE 350 rEAq C - L._J \r �'. c E?` CC\•:.: c r A101 !-•EE "�Et TELEPHONE0 pA i.0; 97r • _ __ C.J.�4 '� Q- E• Q\ :e �Q___ �- 7. r -/-'�' \C'.@c:mac:-c� Sic E._� \G ± RCCC cr�i.:• -5 507 722 0 5/ FAX$03 2AI 15tH - \3 E Ct c _ - n BC"... ci. OJ.ER rc^R 2-F =C_ rc !:''HE -+il- SEE ft1R�' - - - - C9.:C _ _ - - ^ °^+5^•R` ��,�_ : Q - - 7 rK C - -__ - - -- - c C'9::CLt3C gc 9�0 e:c I: -CEOC _ �^• �•c, AI CE': bE� +. , �.=vE'E et eJCG .:.50\t` `/..'r\5 3_� C C-:CA B -3 9J'.D\3 cc C REML=E r v CZE_QRS= ^R E_i 5=_ 1 -o:.�G_ +. a S?.R 1.•5 ^C3y Ab:-6555 BEE 5'R.� -C6'CC r 5EE 5'4 . 9_{,. B_OCK\3 `R_ eRE QE'.'�E\' ' ="=C EC CQ RC Is- =\\s S-EE'♦r!!Ea �_ :» - ^.^: owo.ecer ,, a^= CCC- °-4i�� cam' 'y. J "b:--=E:: cr/ 'I -c-:cs SC--C� �� _ DESIGN-BUILD ELECTRICAL: NVYAC T I G A R D _ ^- KE 5'R',.C' B,. Jp 5 a\C- .E'.: - �(-M^0: C*CC sees 5 Q __ _ �:.'sE TRIANGLE \ _ _B C_ SEE 5'Q _ - _ 5�C a ¢. 9'.h BE'.f_E\ 34-v ate_/_\ZEA S�LS, Sr- 'GQE r 8•EE. cY_C \3 L + C - �'_ \ - B _.= Y Cr.. CO\:.UG'CR .El.: 3_ 3_,:E _ \:•c 3E-" 5- 5�_c !V-_ ^G E_EiG'A e1___1ER E-EG-R', 5 c_ +\ '. 3•..._ \3 lB . (�►�.� O"I v ! ra CEI.Se."i C\' a^'F 3_:5c5~ Lr IWY.L` - O!WALL 10 WALL --_F C-E4R S �R i i SCR-_ra.D-�R �-:�: TIES. LLC REMpOLD PROPER c� B -.cSE Is 5 503 5-:.`s CN 5R.1I E �77 e_ 5C3: '33-363' ELECTRICAL Sea rid - +O_.CW CORE ee^'e 4- \'EIOR E-Pee.-:V / 5C3'23:- o c•-' \.. JJ\. CO\NECT ON ' E -Ero^ ' 35 CON- CCS NI.,0.5 ^r:R -40-i-M"E-a_ 5 R v °v$LF 4'1: R�= Al e �1D� -Rtw�� o'er.•.� �.yppp '91:!LC"� P I C r .r•• D� d I E' S'E cG.,FQ A ^ _ :'`+. ;ONCRE"E -'6C'VR` JN,- -OR Z, •�ORZCNTA- 55 5'' ' RE 6 EE nat�EiEv � R.4 ■ - ( C':'Cs r_c• ^ 55- 5'A\rEss 5'EE_ a 5EE 5'Ae.:C' 1 Pit:OC:• r9 g:-• E OW 5E rLN- /AC A*T 5% VEE_ C �E SEE 5'R:.C' CSK COUv'ERSMK '� NE NG v'E1vT!LA-Mp 5'R.�G' S'4,:_'..Rl,_ >t CE'Cir,- 5 5 - __.... SEE b''RI , -- _ C. CER4'C -'LE SAND Ala CONDI'! ' ^ o-+slr••"A-way 5:es .E E_ !L- -C.\c- �.:ec. TIGARD, OREGON a __ -e._ T oNvo SrsA srs�\�E= :Naaw.a,rE•E+E�ca tLC1�=1Lfa PI.UT"iBING T �. CE CC CU'v'Q COti*AC-OR _ '� I 6'•EE-vl'6ER RVW+YIDOD -'_.65C1ZC CTC :4 }�'t. prl)''�BIrV�J pL,�.Si - $t.r✓!\lf� d J B f CE OC B F- bA !D. "V61DE :4`IETER �/kJNr, O1•A. _ OUD�E 'BR 'O BE RE`CTE^ 503. bc8-669rr 1e Id e-J1B!�i PLAN - BJ!LDNG B'• D'e'FERRED rr _mcras C"6:CC oo a - - IE6 DET DETAIL MSUL. 'NSULA'ON 3 :G1Av��E ti 3R_X1/E � CLIA e!0 �1'"E�s 1D=dN Su!LD N1Cs 'G 99015 _ Rie w. . j 3 N WALL cF. cRvc •- -� -C DOOR i I DESIGN-E3lJILD F'LUI'1BMG: AA%_C3VE �ro E .owc 1 OA rr . CH D WAi1 b WALL K WAIL 0 WALL I ✓!S" c;s�DISPENSER �T �o!NT - 'tip �oe•,,ee e�eaEe p LAv. LAVA OR+ PA re . tl•MdY•rewr COauN 15U'LZ.ING A i 8 r -:MENSION pC'NT LT. L,54---T '.OP. 'OP OF Y'Av"vG !r_. hDOI W 1dERDOl7R yl'DER er o f I EAN "RRE\ -L_--e' oG FIRE PROTECTION le►ra�. ' CR DOOR TD.S. -Op C9 STM lk AP OR 3 5E '3'� 01u. Top ul4LL E=EIRRED ` -EXTERIOR .^.5 DO"c'mr, LUr_ LIG44' UEIGoJT COtiCff'E TO Tom uLALL ° '"k' "1< � POR'L'3 c- -SEE ELEvb. D'y D'S+iW.g4_eR T-P. TtipIC Ll1/_L_l t Z 1 e r-'C FI '-'! o c, r-ri r•'A-ER�AL G':1G DRA:yIN'.a � EiA~•veria-oH I ev.� FRE a@C'E,. ON PLAN [ilJ L:.'*/G G' MAW "1AN•FACTJRER N'•� @ .-� ~S ` i MATL. MATERI.:.L �t*�•.cE'o ec.sn,x C ?�2•-•' °-) RE nRG'E...-C\ _AN t3u!LC1NCs S: D E -- C4e 4yL D G Da,R DRA..ER '503; :36--1 5: 1 J is -SEE S'RUCT. SEE STRICT. I b MT 1ETnr MEW. MEC.&- . ICAL LION. LNI-EEs9 o-4E+'WW Ne7TED 'i (5C3, 736-4153 r4x .� E. ExtST u MH MANuOLE 8 - -C610C D ! EA EAC.-4 EXTERIOR MA. MASONR'T OPENING VERT �F'�J14 DA!d41¢!� � G•*ezt•E1CA� I dU'LC IN* 3 I E!cs EXTrR OR !Nsw_AT v� MINI. '11NPTLIM t;Al Ilea avTRv brx�ueEwnkxr+►,ae �l RL.TE)OR►� r'LI119!NG NG. n ' 1 500 AND cN't"5-5-EM MrL fSTAL L� �t Owe EW EAC"WAS vN vt�n1_ + '999D 5w C'PC.LE RC. ELFti7 ELECTRICALlIt Nm WC WY7FI!CLOW? �l s Wim. IIl � r r1ALL ELEv. ELEVATION OR ELEVATOR KIL NOT IN CON-RACT IUB u0m T P>as�R I T1:ALATIN C@ 97062 •Meir rm i, / ( h WALL EP ELECTRIC4L PANEL un W m GLA61► srorttlavA YJM C_.___� (503; 692-A,39 a \{ ^� i••.moi' J8E i; (pARAP1=T Ea EG1tML NQS. NGI'/Rydl WW WATM 1�ITER ciRar•c TILE I COVER QM K. k j 5� �- Ea!t'. Eal;!1�-1Er�T OA OVER UP w� 17E9KsN-HUILD SHEET � • __.-- .c�s,� L 5,� . of -20 rte. EWC DO"OSELECT ,c WATER ANSfO+e OC ON C119MR UP FIRE PF�OTECTION: r7�E� 1 �---QTS'1'J O'T!11iL d) IZ'MTL-STUD •Ib'OG. - 20 oa E» Ex*OSED OR EXPANSION OD OtfTlID�DIAMETER W/G • s I i G I IT r1�S STL© • ,c , - • 20 dA OP. OVftOW OR AN Wli kW FAMW ® BUILDING @: �,r !-LTItOC D.b•mL WE STtRrT• >i' OC. - 2m OA - � FLOOR TIcN 01`0 OV�EAD DOOR rl.DtaJ fr*E PkI,LDING C, l� ' + ' Ir r ' \, FOIIDATIQN ht 'Rl()T FIRE G'CM CaRINNELL FI -Sal• S'tt;lCT SEE STItJCT. 1 r I -!!t E b•8EE DTRJCT- O�~ 2W Cao - FF. R HMaVC,U'g��Elq TE ,�• A�rAI OVER JAN 3Q1Z ►�Mhl1ENANA OR PL L L FIRE DRIVE G'. 5 S. CO. �'� �'�JGT a o P.bet.eTUD •w' OCL 0jr VANCOUVER WA 98fvb3 PORTLA Mo, OR 91203 ;2�s 1 ocrtmourh scr n now 32 e O'►ItOA O'SIOG - Ie�aB'Ar• Ol lx4 1/'6D•ti•O.G gl'n 2000(10101 (903)222-6COI (503)289-SiVee �� '� (1303'A'M-W62 VAX 'e 1 or N I LEGIBILITY STRIP _. � 3 4 5 6 , s 0 2 y a - - 6 '' is 2 2C 2 22 23 24 25 26 c� 28 29 30 CD IrA01 A Al VI II OI Kohl e» a .._ _ x.n+...1iMt+MM-cf�rnnw!sZ�.rwM/iR ,e Y PROJECT AREA SEE F4/A201. KEYNOTESmmaar "IDA W-OOTW FACE _-M "Ob Cm0hW-V FACE C1-j -_ 006410 A uNAs6Kr•Ec ---T , RT. ---..M -- — ---- - - —- U&*::O PROPERTY LITE L L ADIN a:. moats Na OOL,4.WU FRAM I Ogg STEEL PPRE R.4ILV<A44AN0RAIL6 \ I O KNIT WOW ATp PLASTIC m ACCF55 cRC71'' 5 W �:Nr AVE u ci+Ia¢+a 6:IBaT.* PLASTI C I-Ex1ST E,r,ST LK,;,T E.clgT. PGE 06OOa 5WLCn,o1 PAPER .r F'C_E T1 P Va,�Lr--- "COC =04TRRJCT10v PANEL — IT 0600D ULF-AC"Wn1f/F1-Ex1GLEFLAbwNG - Ex'ST "TEIR �� OiieOA iWER101!6070 TR,i•+ \E_ 'RCSKER7••-�."-` `r•G,` _ :LOC LJ*06*SID W-1 1 BETA'\,NG .4�r `-` rE ^R' r - - ---- -- Er5'TE ENTRN ,ONE-_AY 06: �k> 0, i � � , A ,•, : e � � S. s 1 walla�� CD -6 IE'Z'Rir71A 2121: - tx . n l� _ LIxlnUE brvW rm r _ EXIEwois nCHI 20, 1J aust EXIEBIOK MCHI LIXlnbE brVW W N i rwlrar a++a. ov As vfvlb,: 33 3000 tv %Lri ra 'IS O S OinC \\ wo wca Wu 000 1 J f --- JLICVISDO OISECOM v KEMBOrD blSO6EKJUE2r c aeECl�IcdlloH 'v'3�TD cl�cnl.l.�. 'a�a aMortlN� 1 a I-E 6F-i!S II DJMW�a c rOC�o�lEo — -- -- 1 I d ES D DE9KM - anim ccmlLSVC1Oi5a E Wr k* i6EI:ELS 10 ErECIWC%V ' E VAD 6Cr ICE DEb' KIWEMI MENEM - I 1' r IC 1.12 E aHaw L-ai6 rocdllort ' , I .E'Ee•�'7lE dG3}SS e:2. cai 2C.3}•. .%.� ROM c'r"NC/ Z" .c 32Z r �u6e f.r.d crv' Cao..er_ Cr I�1 Www- ew r o-u) ' - enim w n wrr wavurD r oH.L v c H i i C 1 2 � . 1 E 6'di6Kme rot r 4ii I-IC4WI WXIME KE.A. Il rwdc�+ SS' S000 I I I bElSWIl ZEI _ 1 1 1 E - �E- 1 mom SCM64DU 017 P _ I . I 1 , 1 , _ 1 I _ --- - 1 I 1 IC.0O .OI'SJ. . l � i ecce_ _�-�•' �'\ .-66 7. I I :B?@ cam..-✓'r .'..ti6r-. �'�.E — _; i � - i I gOiO�O DOOM rl'O YrCCfM1 C •'C-'�r- G,POC ,---?Q:'•�SD mal 00, rr Ile loll Com.'• ?adC- .:.e e'2D • 1 C-P-E c►ta?.IS2r ♦ \ \ I C-3 C: 6-r ✓ -'v-!O✓ - --:t t`tC rCr t-I-vlQ d-08 klvrrLlw �. p3CC:: M_EIPOIf'COD 14i44 ti p� raw ve i= ?? bCC� poOPrVI� tp:m -- C Aajv*VD DCOON0100047OT?OC� rQVC*O DOCIC r100 - r� lil W' OM C moru bvm CW wow. apOa{M wvm oil •q W%lam" rrE�wolEa F • `1 I KEYNOTES Ex 5 cvwztw FACE ^tt. 0% ''Oa .GACA iKa DOCK \E _twGBCAPIg �-- - J - - j _'RE A ti �._ A\: osis010r_ C.Eli.EAD P000 Favre S..ANC SEE GIV L / - , =EVGE REM41E �AR;7 R�_•+r a« F.:-vT / P" s ttD11A4_* 011141110 11111=0�''L06TW •'.:•ER L_5 REFS TO % I L 4*11CZA s..EAT"Ars f°Lrwpcc -�•. E/ 7--tics -�' "-Me D.-Zls•Cs PAPP G-NBTWL`CTIpN PSL E RETA'htiry('tj 1JL.LL TO pi WO. Se_F-AD�C%*ft FLEXID.E F'A&4Wx I \ —- R"'✓CSR1 l:rL1_ W- 4" NEw .06.e2: H Yt '`- fR�•3.t �4•'•S-• 1:NG:.Cs, 06:0ct 0Ly:GXXe -rbr• _1&011 \Z_ _SES=E_E QC.TE ► n� /1/M Q-;I C " = � EwGLObuRE I Q.;I pmt g r►ti1wGTtW ✓ /. - - a':ma F4-'9 MAT- Odk"TZK i AS01 c�y.Is.-c .uss,G►.c= ' Z's;'D a-L T. P WOOF 5.brE.•,, I ✓,.slip .AP elft,go A e s'i rsNRztG p.) T ON c's e45E■_:.S, w'•tE-5RANE p'rocA SC••4 "cc 1`11:6G W_•:bbl* VAN !. - - •-- 4F"-\ CrWVCCL �c•. .~-Gr..E.;, ,g • 1 916"u Ex 5- 601-1 pr `FCB C ✓_ ::.Re - - 't�--`,Y_ C-r t _. � tC R7�OF 'G. \ • 5e REr-_-mac: E` `.E. C":t•J tAM-` r0:• \ ��5f "'L ✓Lti\ F KIR` ` VISC n=. RF ( E..�K , rc5y cx-_\- c,x'e Are- : bll4A , _ ::E55 M-1 a •3 � ��- oC h.S pliaC CAc-smR R1M - \_-- �` • IL �- E:A"EE'CR=00 DOOR CH::a \TRICK C. WICtCC C7nt Card_ AL f••-/'R 9%-1tAH9_E:CC4 U E � e"e s 5-CRERWN-•Ra-• s`b-�- 1 � Cab:.. _ ar w•t^=011>.. •�- • �F�,' :_ '_ - _:E "\ es6cc- S-EAM G.I' •C-B _ , ., �+ _ _ I P:, F. < _ v S. \� p.o o Pos wp C• b -- � .. _ 09:.9.. . :•ER-Rf'S•e'A+.• SrllE Erc CI:iC 8 E FS r 'r :� %S_ --ER REb .s`• CCCAR; ■A504I Cs1'a.- 4 l%eER e4 CD V - r --. - ♦ ♦ .R`C►Cs.:'! .r!!"'C:` f - -_ ctr CC Zoe :-•c\ rrc F'£ _E _R (� CCGC 1C3'ER Sebe t) r .R.:_- - -- • -CCC= E/'EIRi� c.:A. a aN3 r L. •. .0 OCCC E :RE E ` •� C:45_ C Rs ♦- _ / E �•�\Na wM T01LV nct�arows5 •• =Rs �E_` I I E/'r\' ' a. mac.:♦ F:�C ♦ - c t_ i • 00. • - -02 I • _ _c- . --c_ OE "AmE -� a• I1 ^F2 Alm -`"r'E _. 'C SE 5EE :.ES �\ fe-.1105 13 BEE 5-EE- .,.2C r-IR C ati;, ;,OCR=F��'E Pc5 J C3 _ t __ ^__ -- C3 BEE_ EX'ER CSF !✓. _C Awl CCti'RC- _C`T �CC4' C N5 r i I e SEE E-•EE t.A. r-0' STCQEE R.N' t I f_,' PERMIT SET t I MARCH 22, 2000 L� ♦ NE Ig- ♦ I A R C H I T E C T S } - ( I A PROFESSIONAL CORPORATION O W A� - - ,,+ /F '+ti _ - i t -®1�7ccfit 4 :22 IOUTNIME9T 9ALWN SUITE 330 ' WW _-.-- __._ fJ � I 03ATLANO, OREGON 9)203-2447 USA d/i /- RE \'VG _-- \ -- - - \ - ^~ --— E�E►tR•E!03?22 5751 fAt(S03 Sat RSt4 'C. •i. :C E� - �!-t' 6 :E-¢-_ - G. DRI►y- -- R ,r-c a L•I�C • I - -_ -- jIIj''r /'CE Od�L'.'^ 3 4' t �a_ y lt{ALI,4 RrCK d-v-*43 LR�`C VCs r9aw[T . • {! jj__ __ _ ._.__. ___—..___ _— __ A —may d'�/ •+� _ - •'�- \_ 5=SjA: < 1 i l.l_ •RG ' I ! 1 _ 1 I G A R D G..RB 5EE v `R"t<R -_, TRIANGLE t 1 - _ \Ew R;YCER' -,'--L _____-_-�, r . 5 3-4 f rt_6.2:11` cx,ct_ _.� i_.. —\EW.,4e �E / _ ) ' I +� cR.e*;rvA. REMBOLD PROPERTIESo I.IrC 1 c2O�E: PR,^-.✓'CE NEW �J }EF3rcl 5!'t.'• E x'ER CF -- �� / ' 5't'R 5EE 5•-EET Aapt � I CCV5'�C' ri COR p Q'-Ev. tkp(� RE;rE"^csEx-J '.JQB QTvD i^- — s TIGARD• OREGON � EQ EQ QE"'.^./E EX-Cs. G..RF a A4---- /�- / i -RE�OCt�?E CF!�GE i-` E 5 CE,a,ALK - ~ POST A►vc IREpd'R , ®• FIT�. 9901 s r� 4C.:R8 CEVGE A, NEw 5TAIR ��, •a�w . 9Qo1a A301 Puaw_sIoQA.Dwc ------ -- --- — _=-- - - SAM. MARCH 22. 2000 t RE"-C✓E Ex ST REAY'f — --- �.-m. - w9vsa. 79, oNEM rmw RE=A,11; CUIREC. - ►ICs ILIALL. — 1� t/4-t 1-OO PKG. R[v! I N j I 04-21-00 Roe>f w►tC►+ 4 P N BUILDING.--6 -o . _ '� . '• -` ^' ,.. '',. • ' . - . . ,` J/i .. - , Mq�7~►1161.1. �t ' LAN ou a,,. f �; - R _ - r•. •t. - s 'r - r,;• � t . 9,16►M�• .�'� , ��• l + a . • T ♦ 1; •`t ty ,,.. , j t '275 9N Oubn,wth 9h A ... , �, t •• r M a •!dl • SUP 20000010/ •. y, ,. t :r t { ' � - r • r "1,222 > ��, of M `LEGIBILI'Y ST121P 2 j A g e 9 9 10 11 z 3 a `• - e a s Zc z <z 23 24 25 za 2, as -_ all I t of r�■I • Roa MIiMFIM. 1� .1aAiJ. I I 1 I Ot • ...,-..w....«r -w_' ..,a....w.w+rnu.+.,wr.t+++•.sAu�• +,T•+nm.wK-++MMw�.r•+snwnwe,aMr+.+wrws w,..+.s-,..wv.aw..,wn.•.w�•nr...rw+. . L . i P„ KEYNOTES ad~ PwAgawy e4&C-& 5r%x7r-"A E v'u 04"J. GiiOMO FACE CM 0461GL 51-LIT PACZ OV PWMA fts".4 Jr6661CogD Ois"m _G..DiG Doc r,NC6 Ka 966"r C/EI%EAC DOOR PW V* 03b"Z eCk-rJC) '*S"E S-EE_ PrpE fq�:V,G, .4rZ7RAr.i ff"" GO=AMP ftA*T1G LW cc-' 6.Ec•w G PL T60m Ob'CC15 tum:'NG-APER c4•m0: sE_i-4:.ER*Ca W-.Ex7 LX PL4b.4boG 062CCA E..-ER OR.r,= TR4•. Ob:00D _J-5ER 6CA6 \-E W OR.4=0 •R f O6iZt GI1.TLAOC� 5:.Ka or~ RWWW{AL a"m?jm pamocimcm 0"264 R DA^ 1.51.4-40. 0-C.5 R-'!DA-T Ir b..ATiCN 1'O= R•!15A" bAU".-tX.... .►-'TE PAttr(a C-:1Z: RE AF 'Lp om R 14xw.)4,R CS :.-C :J1.j.56CyvEC O,S..y D.- -J-ROOF 5`'5-E•- _EI C9'= -R'4jwC P:� A402 S - S-R4- JE..E •qC-E:-.A CAP C-6ze D 5_P�Eri G:"b OE- .r'-:4% c� o,l rt o� Et E4 cb" . < c-bee- i _ ea^ _ ' .-__:LD 9--ice-• s�,y_ a _ c . _- —� f�..s.. - �� — �•'.,.._ �c�c'EQ-'E� �•S - "•�C.. E_:5'O'-'=_4: - �- _ - _ - - ---- -- - -- --1. ---- _ - _----- . - _----�- - - - 61 =��_ �,.ov mWo. • ��'.. �E 1:' :EEC ..\ +'---- - - -_-- t .f^-- :A - Ei-EROR - . 94R,;_E �s--sem ► 4, 08:: Ell-EP OR .00; D:lOR I - . sa+cD _oftm .tea. cc:: ER .. . E! r%.0 z •'6 `I I •sem - -%-.-'%- A3 5 T ' �� -a it f 4f4.GBf4t t-5E . �60� ~ - — • ASOS -- -- \ -+ ' IMrr tIP7Gu4-!i _ .-biE �- - - -.- - ;-• •yr a - - - - - .- -- ...._ - - MrRU _ / •s�. I ' � 1 fv iL CCCf.^ �'r'S-ER '-@f .,.cam^ - _� "'�.r•',. •--• __ - _-_ - - c -- _:_ .. - __ _- - -E- -_._.- f_.- -'- -- •. - - - -- -- LCC _ .. _ \s.S-: / \ -rc. • ,- `c �E`�� y / `- =��i t- -�--fi---- 1' ..r � 1/600 OLL.E•Ar' :C rtoalo ttaarr o4T • - .._ _.- — - �+ \---- - -- -------- - + - s=i ^J�fE 9.R ��. -� a ' 4C'-E -- - -- it— .. "\ •C, �+ --- --- '��_ - _ if i .',' � 1�s '� s II � •C ? T --15 ._ _. -_ . _ __ _ art � � ►- v . . / / •'=— �.-_- ._._... .__ ^�\�O. _s -•-t A' u _ . /ems ' �. -♦ - , y '^ .� � ASC2 �, ` _ ` , ^ - — ._._ Y�� AS02 ,7►6 4 A6�, AIO= 10 do LU 04 OF Ell 10 W 0, fir.. 06 if An ♦-_Y i.►.-- —'� '\ •\ \ L .�\_•'1 TIT%L'' ♦ c/ )U. SCC\\3' Cq \ v- 'w'--••C ..�•-, �) _ �E.: ASOs — - �~ �c C ° -_rc/ 14V r / __Q/ B1� / _ ` -� Ii .� .. N N / - M. / • /- / - / == /_ _ --- SF.:� � Z.\:' �.� n 1 — i� ♦ I ♦ \ ._._. \ AS02ASO C1 a c a r ASOS \ =c==-=.=Q�_= :.== �Ea 3\ 3 _., CD Cm ar -r _aar••• '< _ a \ �� \� -' _ - a ♦ I c ^C- =-_= =,:q �.�. TI ,"" FS . n, -\ '� r• -. � ��C1 83 , �f CC q \ Aanot � ♦ �� =s.� �) � - n s� 402 fi Pt 1 rr ? r =`\+�� j ° /'=F .^.Q� 1103 pEtae��b� ti . "`�. -�/ y -D:I� /•\ / /-\ - ,, .,•--� PERMIT S E T -' ,U MARCti 22. 2000 LU / a la- 5•t ----k ••.e 3\< 5 U ► O^n- 4E__ „•,��_... .'�� a -- rt n P2 ASo2,l t Q=_Q3_-3A •-\E_€' A40Z - ------ -- 'r.:+y- 'tea \3 r--"�C.\•>R� -• E 5._=S - -- ��.: _.^.� S•�3 S ASO. 04 A5 '` °.• Ct` lE�C<1`I+ A4C2 A502 ! C �s_C., •"'• 3 .4.,.E =i 6` r.ta E4 HE A402 - 2^4 a.V-114t ♦,aC, A R C H I T E C T S ` _--- A "- CCrESSCNAL C.^Ro^AATCN ----' - - ':'22 SOUT.+a,EST SAL ADN SuITE 3SO ^�n-LAND. OREWN 1T2CS-2441' i.'!A F_Fp"OW 5C3 222 STS? RAX 503 241 7514 -11p.1.0 TIGARD t rR ! ANGLE i F 1 PLAN — BUILDING B REMBOLD PROPERTIES, LLC 1/8 =1t--0r, - zt� s TIGARD. OREGON rwn„KT Ma 99015 t ras A4 • A302.DWG 3 M►w. MARCH 22, 2000 R!!v4�►r •A T1. ► a K PLAN gg BLDG. B "c "' ...,r. , A .302 72TS SW Dartmouth Str SUP 2007-00101 S of 44 L'GIBILiTY STRIP __- 2 � c � g o y- g 2 3 a •-. 13 is 19 20 21 22 23 24 29 26 2•' 20 29 3. LI I I Of I f►5Mr�Ibf I9 Oaw ..+w•..+wrp•r-.-way_. _. ._- M11�M1iM�MM11Ml!yaMlA4,M-- C-7777' i 4 A - KE*7 NOTEV 049" MAOCN 04"A &100TW FACL. am V"C B CYROLND FACE cl••(i OAiiOG SPLIT FACE cm A~M PSST" 06S00A UNA6615iND ObSO08 LOADNG DOcx ND3tira 055COL 0vE16.d40 DOOR FRAM 069100zD soLL4R0 vbbooE STEEL PIPE RAILNG6h+4r�IRAIL6 060" UOM AND RMTIG 06IDOA 614j;AT+4NG PLYUOCV 06COD D1iiLD:NG PAPER 0600.0 C0116Tg1C710N PANEL. 3 06100D 6"-ADW$RAG")KO,LE FLAG.41NG 062WA 6xTERIOR">M TRX-1 c.b20CJ5 LJ IBER GOWel C(s20OL NTER'OR WOOL:TRIM 216:&Z, PL-WpOT 6i JNG r f>OM rilfrlAl a PWWTUPW P160TiCT10N O'i: ` s c f f-- 3 - KEY-NOTES LaaC_ SP _4.=E OL c5socs Mss_ .- __ __-`—`- '-• - -- a��.� .+GY/' •qf•• j C*;Ac z N-g--m m .COC -!Y TL C'%-£ oma- S RO- _L - -• - J ��:i" - - KGs'E`�R._.� _ti J Doom AMO vocal re: f'zQ?F rC-M aE 36 :as:.: re4mcc.. -.�-e �.- dim~ poambm y�►'t Q PG:4 .- _ ecce- ='r-•='S--_�'�G _'f �83E�- ecce c =iE 1 i . - ___ � _ -_� _ _ 'sem•-:. :!s -`:"' PERMIT SET ` vaa 22. 2T'= MCA4 11 ARCS I : ECT $ 1 /—r4 L- .a7\_/•R w —_�♦ :c: S_i. "_�.c 5- c a_KA 5�.:-[ 1Sa 1 -E_fr4O■4 '.:? 7:: SZ' 9.1 S7 e. ism 1 i t T I G A R D _ ` --- - - - TRIANGLE -,, REMBOL.D PROPERTIES. LLC - 0,7 - TIGARD, OREGON _ - -E _ S • � -► �'•_-�..� L~ � --- --.-- _-.- ---------_- -- ��.;� - s-,••.=--�>c ------ =ter ;-`."�,:,-� 'S -�j Sol;Q'S MOM �=..t.. 90015 A303 oi,JVi_A■O9G.OwO -- - - All 11 d i3 c-X's• C pen- :,5 IL e_ 142 •_ r _�—____ a sir nn�. - -� PLAN -♦ BUILDING C F.3 PLAN - QUILDiNG C Jill - , a A 3 0 3 .�EBIBILITT STRIP - z 3 --__. - —. .-,111.• ;11 1 = � _ G .. � _ G - -- - -2 Z _ CD a' v1 e • S ate.r}GO •4rM.+we..www...- zm%omo Dan. i } \0503 -ASO -- --( ---- %G 1 ENR+Q �•: � KEYNOTES ---- f- -- - - -r-- - - - - - - - - -- - -- a-e' j sae S.rWi VA"A y�i D �aiw C't PC o. - - - --.- - --- — - a � .. o.�+msQ r bft 7t O'bL2D 1 aMtOr N:.66<w,EC 8 �� R4w 2'Etoa fAGAFRAME / CNs ' Aim E 66'0.EE_ PTE QA,NGd- -%&N,)*.. 5 t_ eblca_ "A>44�OIL.•iloca YiCCt G R OiCC ^a$7Rd=-Pv f.t _a Ka-Arm •s_R;� �L• --C -fR"•f.FLF.c'IE>♦F.fLtS�+RCa o ---- -. =.F" '� B=_: B3 G ECS�`�. Daft CC SE_f-4^ F --CW:CLD:-' Oi:Oia E�-ER 7R.Cf>C -ae+ c_=\ SEE I, E/i•" C*:CCSS L,3-'JER bC-G -- - Lit"A 06300 C trimpR-000 'RP+ -_,'.� • .i'FT � _ '_------_--_6EE BTR,,CT L�6iL�t.'. F+L"'.CO(i bt�.fCi j --� _ _ —, — - _ _ - A6 COPING DETAIL % Rn� Mo��"m I2 =1 70 R-9 E:.^ NbAiA'Gw L u1.-E FAC'VG O'5!A _kA6 -40-CM 4T61C ANT _--1 Qoop 6,STEM E t-5 .Al ROOF CURB Z's - t � sue ,�4 �:'Rc' -i CE mac'-E�--.f c:r i6:ce ^.ErrCoCc S.:6! _.s.►�,"�"DRA+.E r ---- lr&VCB o�R„aE- _ •yC At-Y, 1 2 =1 -0 = __ \ e-btCA �ws r F T 2-doceS --S:a_�b-.tia _ '-60CE P..:35 r'bCtF C?�:.--ryF -Ea, - _-• _ :xrtcL cc__: `rJ __ - ---- - _. �:. r .. t-imp- GJ�� ,_ 5'S4 AGE - A.S.i'_ _ JE�iA- �"SC' Ci`Q rC! I r ' 00~ DOOM A/O Yl-ppr -^ — - it--ft c4co'l CCw .:6::e - ER_R.ACG '' oom B6 ROOF AT EIFS WALL C6OCC� '_E * -,9_r'Nrj x._.196 , REt I ACE `� ---'.•. FE 5_-' C'•:S::. c:'EE-. .E_`u arF.-"'Ys Bl PROTECTION CAP ♦ � _' _- _ �-.•� -y - Fl/A504 -- �-- `� • �-^c -SEE // °--5"''�+ �'-si! 111125 A� �'C•� I - N.T.S, % C-' - ■t- 3AC3 lo.VT-[-[+_?c'•_.:3�•-G reb a. F-De2% LI-44! aM/N 0/'EC'JALTTa AS03 - --- --- C1 1 s''�: 3"-1 r-�•• 'crc. _16:__4 Y-E �s�t-•o_. --- ---- A,503 sccce _ .c a r - \ - r'r• 4 r E _ 5 - -- --- - _ - - _ctJE S ! - ---- �. _- - - .5.. atac C6 ROOF AT WALL _� •� � 1 2 -1 -Q Cl ROOF PENETRATION t , /2' = t ' -0 ' RFs it ` ` y w ~ - -- 4 � eFe- Cc\- oa e W -•.�♦ .�G.�. ' .:•--._ ++a. -�� rr-C 7A*` •7CE �Ec s\ n._.. - --- -- � —� C �_. .Com:._ -=� of EI FS r "- "E\5 r\c \C_=Z. 45 'CLEACK Ll Ca -lEc oo, ik Uj Dl COPING � �P E R M IT 1 ,/211=1 -o - SET MARCH 22. 2000 E5 3% E- -.. _. --- ul f � "D / E F1� Et pt All t, - -- - - _�ti= C�Ec` - ♦ -� E� D 6 96 C6 Et ARCHITECTS F5 Aw • _ _ t - _. �= ___ / \ �50� .GcyE \ .. r - A PA0FE53KINAL COAPnAATON y c cC- �f... �A-D' aC - y 1022 SOUTNWES' 3^-VON SL+ItE 3SO mcm 1 E3 '3 - B POATLAN0 OAECON 972016-2447 L-SA 4503 - F4 "E,EF40W 503 222 Slit FAN 503 241 S'• 4504 CD E 1 ROOF AT WALL E3 ROOF PLAN BUILDING C — — _ �, I 1 2 =7 —o" - - _ - _ - - __ —__ --- 1/8 1 —0 �E C3 _ -E T I G A R D -- - - _ R�� _� � , - ;►�, TRIANGLE I \-rsQ4 =_� •;� 0 8 REMOOLD PROPERTIES, LLC 6i SEE S'iL:- Qr c - ,c ?E_^- IL ! , 4 SEE 16 _ — —— — - R,-69E SAP=_ . eoe- - A- TIQARO OREGON a u li i - ------ - - — t-L - rl\CsE oC'N' / E/'E�.S•JW CdPG� r• -[ aE ' IC rC/EQ T_.. =.r,vW STA- Alt- _40CEr< 990)t S 99013 A30e RFCPLA"_0Idq&V 0 DEC TC ` / au Tr• LAARCM 22. 2000 VE;;'CA65 9'-m' O C -4-w ' COWSKET --- -21-00 04ATCN - SAFETY }•••t 1 -. _ 3C'•36 RG�O�I IL.T !S .O i F f c _ �GUIE -exx' s -LICE �4 A3CA t*, a�a I -•- - w.-_--- - -"— 85—SO SE- 5'R,iC' � J- p1!J'�E £+O�'�. B_4G 1►•: R'C5t �J�7 ..ALDER 9ELOt., � 41 �- -- �R - _ —- F` -1X.1!" PE+! I f_- _.___ _ P-; JRE 3"E' X 2' STEEL A�-5 ^F4 Gu".RE TENLNT LAv�,- - �� *�. c,J'UiIE J"' - _ EA S:0! ; b1��DD�yrt11 a��dOb F 1 COPING ?2z FOe ��.-SER = 45-0 _ ` a:Ot '+tee. --�- -__- ._ F.^..�lE� suC .,aLLTENANT ,t-fCW No •@'II�Ml1�F cwrri rid � - tilt"!K R.. ME 3da' D<4.dQLEc 4i�C-3 Ar ROOF P"N �!>r 7+riir a:'�LAiGDE+t Tc f lUlL Q A I ay lt � ,,, U_�URE ROOF- ACCESS LADDER PLAN ROOF HATCH F T R D ETI N ROOF' P — L i - ��, ___.___,._�;� ,_._„o„� C 0 F fi r��LAN__,_ 8U1 D NG A ,,,u,� , SW pntr•loum Sh • ,y . •:.,�, ,,: sup 2000-0010• ,EG:9:L: �1 I I o � • a i � � � ^a" �►dr ""'"'"r""'+..r+�.«..w..w.w+..•......,.,r..-..«...-.+.w..w.....r+......:......:.ni.:.....e,.........,,.�...:.l..a....�.:........,.v:..�.a.4:..:-�.:,.. p •.f. �I O: „ .,.,...„s.na�e>ewwwur,..rxel�war,�►�ww...--;w...n�wne,.•.+sic•+.«.w t KEYNOTES - ------s-._� 5 Xs aro 2•.',S 1:6 cli;CC - � c ACJ 0-1. ^4 - -SEE i1/ E, ASW „ :. wsstir rlTn►b i- _ -- C -- -- ..._6r�c CF1' _ — f--------•-v--Y- C0C ' A4- — - ' '1_ - Q ✓ C`!y Ks70dCb-CONG OY�GCC,Sgl-& Ci DOOR VRAM°�E � 20-a• .PT 5_+Es oaxx . eon_ • � � ��eLti70 --a- ��_ _ fi _ awD� �� ..�� z�cicn �.�►t,o� .J � � -- - ^-cv'.',- _ _?. �,-_ -- - — --- }- --: =•c--�_ ':' -_ �C T .- -i "l� 5-_ = Z - r n I I r V - ASF --- .'�- •s�-F_�-- eiCC- Sfs-4%-�R:rta�LEx�..E A*_!b-MG 1 -0 ��.Fc 5 06:W E,-ER�R ¢o moe-0= -er+ cez — }— - �• ,-: r — - - - — L t - 0 1 - a i t + OY�* 1ti'R A POM Jun P%MacTx1* FIR _ ._� RtYX _L f —ar z-Q —----s. 3 `--'%C C-- .t1w S'p,C_:,y..+�G _Zw -- -------- __i - _ E VA r / --` �--� / I �_ _�� F•'E`.:u -:' =R 3 f: E m4tcr EC' rE ._.� ..rte b'�C --- - R_- - 1a+ CS =�E eS-�G _ - '- _Tc- _..- 1'��---- _.. - _---- -- —act 5_Q__' -"S -:.-- Al c'�K' A SPLASH FAN --«_ ___ ._ A3 SCUPPER & COLLECTOR BOX A4 ROOF AT CMU WALL AS TYPICAL PARAPET A6 COPING DETAIL ` "c -k 3EE a«- a.wb•a.' S'Q1�R mcm be _ - _- ca_c- -- i � - �•�� _ +mac ''t -.o'••ST c.__=Z r � - =___ - - - .C! - ♦ - r - �R ALM p0�►O OOCm MO**cobs ,\ _. /S ` ` c_ - ♦ - - - _ sc S'Rl' rt ` - - �. ,_• a- - C-:rB - - - `T.> ' 1 F =rT=_'4=\S- rt::°• \zR '�Y c' 1 --• c - _ - R .�• _ -- _-• •? , } -- ee.CC.• 7f: - - -- `• - __ - -..-- -� 5 ..� C .... � �b �: f-„- 'f�----� '1 � - - r. -�._ - -t --- - Z"= c rtA:^_ ..-Q-! `.8..._•=''rti :r_-r l.' ¢R��! � _ ♦ - - _ .moi - -r- -- - -;+ -- - - �_._= ��tRf • - _ _ i t C'�...•i1'?•� O� :.Z_�Gi moi:."�Ls .•.. /" . O - - \ - - - -- -. ------ - -cs :tom _ •mc__-. L •!O Sl.� l!�_�. 1 c B SPLASH PAN WA:.L B3 DCWNSPCUI- BRACKET B4 CONDUCTOR HEAD - B4 RC0 AT WOOD S DING r N . B5 ROOF P N TPA ION F PARAPET • /� 72 -c� _ E B6 RCO AT HIGH ccc a• �i :R o_a ±:01.5 cuc= _� e - io-=a C'&b- zve fee" '04-V AQ 7WU _--F -� f C 1 ROOT CURE Al • �`� =--.=vim =- c c c __-- ---_._— _ I I _ PERMIT SET _ �c� --- -- s--_ _ -- - -_ .. - _j_'_ � _ j ARCHITECT 3 5•.=5 a Svc 96 y ___ _ ~ A� -----+ - I :2; 3�_ -w£5' Sc_MCr S.:^E ?4: � � 1r2CS-244f L.-SA S'S' ccr S.']2A SU 72 TRIANGLE s REMBOLD PROPERTIES. LLC 4 Asp - - — � 5 _- a- r `;fie __ TIGARD, OREGON As PMLNCr M goo 1 s \ - ' 1 ;� .L - I Q :[: ! •4.e No , A3a9_.R00rVLAN_*'c7CB.D*G - - - ---- - - --- -- ----------�- _._ - _- = --fir - wArf vMr_.+ 22. 2000 �` t _._ "---------- y ------ ,1� Avg. rt rOr. J f l) f M l At ! Al E` (� `HJT I •1�pd ; Dt ;r2 it A W AS02 W A� AiQ2 K. E` !� ROOF PLAN BLDG. 8 EZ ROOF PLAN -- BUILDING B u .EG;BILITV cTRIo C D ...^oYHw..._+............... Mr.r. Y.wa.+_r...w.r+. 'WMMSO+.w..a.a....e w«.«w..+r.-..•-...r.r ++r_.r.i..u..«...w..+.-wwn+...hr.Ma .w,.,i,MYYMI. ..........,...u_..,..wvr•s KIr•%Aw.ne"e-+•ne•A^IMr•5N'1P�•4'NOY KEY'NOTES LIGHTING SCHEDULE srx:l� CA#CA BUILDING "B" c-"a CaRo-t-v PQ:E c_QW�_ &r-'9AcF r2-4. me~ z ersri 6-_E wc-'v-- -,-r, ikZ-z-_= DOLXt Pft.:.-V -Y--,L- Pipe"J! a-E-- P-e -F Wo=00 PLA&M 5'c 6.'ffA_.&lcj pl-rte; cler. G� —q-: " MAP&- _C-i 1� _vc - 16" =_ 06"-:, W__F A.Li-Aftk�W_E L iCs J-I-?- -vi -,5E C*"IvCJ5 06:cc.= %.-W-w-co_<<r- -o&- ml~ r6dW'J4,. 4"DWOM FlWqWr4k Q r_.C2 c-:c_: R't A•- -t 144%jr, -4iE =r Z-.ic:l W 1+ -:WS' Ii LIZ -_ q C-31 .L-n ra C-S'E 5'q 40 b-6-E- REZ 6 C-7-lPm,ON a-Ab--Wc rc a-__N 51 4e ss -rt-_c-_^4 rx :�-_e rK -E-Z sic:; DOOM 40""m ca ]EI-Elk CR 13 jQ� ! ' 0 VVWR x :)Q c Z•':: =Fz-_ :If::Q EIf 30% Z; k:.S: WEEN E_—,lei "CC NCS 36.� J'. 0:1-Er. tea. dPl~ P0464D --Eck-WE 5 E rk -WE r --frk QE5 no---- 14< _rb cocC s O'Ce-ill :_4E er-CCZ !,W-Wlt Cccc FE ftw- ;. 1E C:&f srcw we" mm EGLARMEW <E4 A A" CUM:-: IE A A ,-: RE -qc i I 2,M229 ;RE 14 64 F I".�A B4 L9 C all IPERMIT SET 17 MARC- 22. 2000 A _r7 JL mcmA.5z; A R C H I T C T S AW2 D%-_rE33�%A_ C011POONAT1044 SX'-069' SAS%43k SUIrE ]SO " L.A*C. 00E&.% 9?20S-2441 USA E-FO-OW W?222 SIV CAX SO 241 IS14 SIX A5�15 vF vX3 .4 a TIGARD TRIANGLE REMBOLD PROPERTIES. LLC < c D4 \4-=-: Ex ip--IN TIGARD. OREGON D4 AiO2 990 E4 8 -01 RFCplAkN_j31dq8rD%VG A402 %&ARCm 22. 2000 AVVINUMN • *A rw dw4k:owrvw F2 RUIECTED CLG PLAN AND SCHEMATIC POWER PLAN t. t spew 77".0 -ELECTED CLG. BLDG. B A307 2'!SA ca-m&st, Sup 2000_00-.- cle 4A 23 24 2! '30 x Lp CD Alij, IA- -00-00____ "__ K""o J KEYNc rES .w" MASI "CA 51100'1!•1 PACE CY1J 04610!3 GFdOUND PACE C2•tl ILII SPLIT FACE C2-v .4.4.4010 MALS 05b00< Lk"'b6 C**p 05500.1 -OAPO* DOCKNOSaIG 055.0^ OvER,+E-:D DOOR FRAIV 05500D BOLLARD O-'ODE STII PIPE RAILW_ibMLNDIRAJLf M*~ YIAOD*V PLAWIC DiIDOA 6.411 PLYW0C)D e6100D II PAPER 06!004 C0I4TRUCT ON III 0610OD 6ELP-AD"ERMG PLE>;N..E PLAbNpY• .96200.4 EXTERIOR 6 XXj ntiM A g 062COM LJ-45ER WDING \E 4C BE T 0l FS C3 E F4 C*211 : INTER v� uom TRrt-1 06;00D PLYWOOD IIII _ A504 AS01 A504 oio1010 T►�fi1AL MONTt�!PRTtEGTION CO.RSE SE=_ :� 430A P,, O'2l®< R.I GATT D4,JL.A710IN O'21GE R-1515AT-T IN5,,.A-I0N • _ O 4'-0' - E\-F` 5 S", B_ ON-. R-!9 BATT W6.x.AT7ON -. _4-+'TE PACMG e' .,-:e..c _.._Ca a FOR - ,_. r . _ 075".4- 44A6RII VAPOR RETARD .* - �_ r TA. DML. m"s"A c wA56 COED 7 r 1:_ J — 2, :4e C: CTS'!D D�.LT-,�P ROOP 6Y51EM 5,. O�SPl TRAFFIC PAD �• I-. J G'S'tE CAW WIll '�E_ QO!.<EQ� .___ 5 C\: .5•.w ��_ �� . -� �Iaw �_ _ �'� C40MIIC0 E SE PRCECTIVQ GAP A70 : . � .Y r. DL.6E FLI.b..'hiG"'tE1'DRANE :" -- .E, �'=\%5 l..L_._ 0160CA CDPnG YP C'bOOD P.:RAr'E' y... 61C R'MG iI - r—+--_ E;6L+G-G r bC F-Afs+hvt5 E'6.^SPiE Jr.:bb Cd�ED - - - - 0'600F CO►•.:?..CTOR•E AD .� _ M - •-L._r--• r- e'bCE. J.abb�OUT 5TRL,INER >:F'Erc Crc _ y..- - /_�� .-p ----_. �- p.....a.�,..� ,. __. -. . - �k-��:".. ....,- -- - :�- �� _..Q:a�-•I------ - '®. :�'7: 2'i .'c ^./.bPCL�GRA:KE' e QcCp \C_ _•• _ `^ I� -=_ M -._ � � •T�. r r r I _ e'90'A E_G8'J"E4C 6EALANT ' T Z'9C'5 ACRS C bE C--4JT 2. C:B y I r ^� 1 e'9c._ DAc�cs<Q Q400 2'530✓ E/5'Lh5 ON P LI-Eft 00000 DOOM Alp YlDOIIN Z6 A EXER'Oft..:, POOR�RMIE LID,' E. EQ OR W� DOOR 00::D I,_EQ OR WOOD 00rmt C636 5EC'.INA_ 041111 AD DOOR _ \= C% \�, 5 :E.L_•: ODA CH 5 LJREPRONT•gAr•1a,O b am 005:C< A.-M%614 11001u 4.:C<5 SEE 43C C"0C< C_EAR INIII Tare GLAS6,N'1 o+oe+ P*a�s r9::e< .r.:-ER-REiS!6TANT DARR�ER c15 AT.E 4 WEST ELEVATION - BUILDING A 0.-xS Ae�CGE�66"126 t::c:i 5 y.a SAI C rM%T 5.51 A5'L'R 1 8 =1 0 -- Ce:"A 6158_ CE�,Wa PRAr'Nce C9:55D 5TEE_ ;.+4... PRAP+n./j (497550 155"111111111 50401110 ...A'ER RES G1•p !lOA� bo.ND !1.4'16 2'96'0.= RL.CDE11tII F3 � A501 AS01 C"C D G•+6•v Loe6C.R E Al.-_E s�b'bE b"yDL Y cowz' E/'ER'OR COCCE F RE Fe- .a.b-ER oQo 10610+ TOU ST AGCi860Mb �,,{'•�' "� 11000 lQAR'1p•,T T.O. GML - --- - cj -1• _•-. - - - -- -- --- ------- - — "E:'-:.ti' rGaC .84E_8R L - --� _^ sic 5-EE' 1 „ i __. _. .-. _ - - - - ------ - _ - E/•E!.^il! _5� C 5 BE \__ cc\� �-_\ ---- :: . - _ - __ 2• cis cc co_� - C4 NORTH ELEVATION - BUILDING A 1 8 -1 -0 F3 ' e C•:8'C� 'Ce G^,rQSc .4501 TO. CMU - - �� c-\'_- --- TA. CML - I -- .- :\_ �✓C\..le _\� = SCS., _<. - ------�._ __..._._ - ____ = _ PERMIT S E T C 22, 2000 AB E4 SOUTH ELEVATION -- BU11_DING A J7 1 -0 A A C H I T E C T S m 00NM cs A501 A PROFESSIONAL CORPORATION - 1022 SOUTHWEST SALMON SUITE 350 —3--a -__ _ / PORTLAND, OREGON 97205 2447 USA ASQ4 IhES- / -C I 5 C' I�'.^/• C' �P 5 4 C 6'C' n C' 9 •C' C^ S C' 5 C' < .0' 5-C' 3 ID' S •C 5 -C ''..5_ 5'e_ :.C. TELE►NONE 503 2. 7s7 F - � 5_E - � C C �L 2 5 FAX SOJ 211 1514 24'-0' C.., J.G. - -,�- -- - - -- -- --- ----+ i-- - 5 �_ E ---- -_ \\ T.O. GM.l1. I - y - - -- - - - ---r--- -'-- - - —t--- - Ct:.C C •wn�ac r . R T.O. CML. TRIANGLE Qo.<=Q_ BE-\� �- . :: :-: : - _ _: :. EMSOLD PROPERTIES, LLC All - _ C'64."E:.W E'60EF --- --- - --------��.4i 'J! w s�� •�rrr� :. ..ter �.` ter. : �rii� iGirriiir .�.�.� . ---- - -- � - - . . '4444 .: : . :".__:� �-- --- ---- ::•_:_._ ._ .:_s ": -�:•:_'.'_::__ .�__: _.-:_.'- -- --;_..�-- :.. .,7:-6EG9,G ;ii GilbJ.J'K ------- ------- - •- - - -• --- _ 44'4. 4:_ _ : . "�':_.:.:..`-_:__ � _..:��.._::. �:�.: _� :. ..� _: _ _�_:. �. _�`�� T':. --:_ .. :':�:: _._ _---_ : =-�--: ::�.: 1G - _• - =� AF; �� . _ .. ._ .._ _ __. .. -_• r_ �..._--,=z_� _ ._ ______ -._ —: T ARD. OREGON -w .- —,- - - _i- -.�...._-._....�__t._-. T.O. SLAB G IOW ROCKERY WALL ROCKDEWINERY CUT.. CJ cJ PPIr me. ' 00015 P•-&AIM ' 99015 A401 ELC%/_.91dpA,DWO OA r/. MARCH 22, 1000 Awsa>Mn, DAM . OIldM�raaM, 4 4 e - 14 EAST ELEVATION - BUILDING A MRif Y:11;/, K. ELEVATIONS _rr BUILDING A ��ri I a • , lM�T aRC . . Jill A 4 0 1 7275 SW Dartmouth Slr. SUP 2000-00101 11 o1 44 LEGIBILITY STRIP cm ilk lu i�u 111 �nnlnn�in iun�ulll Iu�ullluu�ull nli�nn inl;Inlluu�n' ' iOmm.1cm 2 3 4 5 P 7 B 0 10 I 12 13 14 18 17 18 19 20 21 22 23 24 25 25 �'� 29 �® 30 CD81 III OI q ` HONI • IDE t�ll�.�1J1111W W1i111W1W1�1�J.1�1 t1�1111�1LL1111111ILJ li�1JL11J.W1lt ,I�1 a W�11 t11J1U11!iW.►L1tU11W1�X11 1111111111�111L�1111111 11111�l ll ltW> oZ IL ,.... ..,. -I-'�IIIIIP!! ..w. _ w11,,,,,n,,,,,•....w....�•_ ...,.p,..,,.,,M,,..,..,..w.,.aw.n.,.,,,,r,,,,,�s„nn,Nw...wn.w. _ ,. - - KE'"-40TES 04~ M&Acbw "ICA SHOON PAG$011 04605 6PiokAD PICA cm d"".D SPLIT PAM OV so~ PwAL6 0""A 4•.ASSiGOML1 05546tH LCAD& a oO NObara, OSSOCC avTl EAD DOOR PRAT 0515 .D DOLLARD O6b"f STEEL PIPE RAILKsSM4 :OKAIL& E4 IWMr YIO;OD AND PL.A&M 060VA 6pV_ATk&Cj PLYWC,_-V A40Y 060OZ BUILDa�la PAPER 06OVC CON&TRJCTION PA1EL "'OCJ 6E,s-AP,,* NdCs FIExMLE FLA*m&4 E4 Et C'oC�. -- D4 it D1 �20CE L�abonWok NSG ^An c-c (A502 -0502 -0401 A6 AS02 -0402 ob2co-1 300008 6+000 T104 Ob.�.^. 0�%.Ya,OOD SUNG m�4cA RL~ 5406L �P'Ii07fCT101M Tp o A' ---- _ _ _ -- --- - - - - �� 20'-0' e�zoa R-9 Diff alOt/JT a. C'IIt.G R•R DATT *A LATION iW W+'Tg RALKa - -- --- - -- ------� __ :.__�__ _---- --- - _ : T.CI PLATE L'^2iO1 Rf►i VAPORRHT..RDAN' vl�y__ _ __ _ h 17'-0' C'S•F -r¢tis C PAD TRANSOM "E A:. ____ - - -- A$ ..r,.-__-. = 82 /B2 A2 --- - - -- r - - H I ' T_ ` T.O PLATE CID !. r .C-) "O'7°i08 IOp,FiAs••tr4 Pi'S . 6'RUCT DEV CE PRGTEGTtVE GAP D.:Bf 46- al 6•- A3 - -- - - F�CO2" ,'A2� _ •A3 I 82 A3 �� } c-b GCA P��- ..AL_ SK RT Ki -Q -_y.a__ •ACS `"�.s�wc-- a �I:) --- - --- - - 1 CANCc1 HE Y-��hD � bc��, Ca✓sAo..- -60c; c oJ.6F0L; DRACKET ''iCD bpi%— POST --_�_ eC i D # B01� 1 Yt `�_ .__ .� �� E-46-�1ERC 6E,4-A", -�-- .Ep3� C'9c s-�cER R`r �� OAC E��AND . X90 �B0 ce .. Ei'ER'OR r E/-EI!OR cm __.0= -� -L 04 .00-- DOOR EAST ELEVATION BUILDING - `.~`""" a b9 6EG�0.:._ CAM4EADZOM D6•=:= 6.O4E>'R.T-�Aztr'Nr,a�s�EM ZIOM t = 1 -0 OS000 P9.90►�E �p _ x:55 = 6-EE_ _.E'..MG�i.'.'•!a I ASO= ASO2 �Bt 0t '- �' Resod A50L A502 ?5. .."Eci RES S,- J�G�•-.. -- _baa c SCa.`� �.. -S p4� - ``.C�• �-- r $.:r+ C'b"✓w- QDGERlS-:bE r _ IL�Ot411 /P7G1KT7lA C.L'C_ 9�^ -CSSCJItY• �.:-E ASbE"•S�- ii P4� c-_-cc_ "III; C_w e r•.:\E. 54,'5 i3 m' J.. - _ - --- -- --__ I �►5 ccs= E.r:_E ^It .� � to -- - - _ Q LATE T04 Mope" raw Ic cw GA ETv tt* - - _ c.- t--� I ' ' '2D'-O OtL WtK70W w. c� 8E`t7Na -� O RCOK VA_, C`-- C3 cc- �I 54_� 3 1 A& 'O S.4-5 i f oc:.._ 'C 9-M K L ,x,.,-. .,. ,-,.�...,,_,...,. t•-.._ T.O. SLAB ' ;' eon Y Dl NORTH ELEVATION — BUILDING B 4 NORTH ELEVATION SECTION AT COURTYARD— BUILDING B 1/8"=V-0" 1/8"=1 '-0 /•C t 91''� -0502 AS02 td \AS02 1 j1Sp2 - c-bx,c -- - -SL -� a — 8CC 5=R=_3 t.,p-PLATE �- - - ______-----~t - - - ---� _..\C�, _ . _r � ILI- P 4— HE bE�' ^ — c__ T�C\= ---- - 12''0• -= 5-� -EC: =CIQ ..c:tF °moi it• =E e^ PLATE — ��- - O — t0. P,ATE - �,-b, - ume SEE bEC- C\ _� _-C: EN i - MAN6o- ,.IEAp --- ---- =c� E-E_..• a - c.� ci o c'' PERMIT SET 02 i o+ C I w CJ w , LC" I I t34LEb•D b" MARCH 22. Zoc7o vaO;,_-Et�RE silk -A - - _ A� � /C Do f1l R - 10 SLAB .,,.._ ,. ,,,:u,.11 -�' _- O PIN. LR I - o--C - .t• '2 S.A3 77 - - Et s__ _ :.fc:C:.'. t E3\ �I rRz- —\\3 ARCHITECTS E1 SOUTH ELEVATION — BUILDING B E4 SOUTH ELEVATION SECTION AT COURTYARD— BUILDING B A , F AO ESSIONA1_ CURPORATION 1/g = 1 _p +022 Sa1THWEST SALMON SUITE 350 oOArLANO, DAFGON 9T205-244'USA ?ELEP01W 503 222 57'Sr FAX 50:1 2411514 E4 \ Iftmcr A402) TIGARD D1 F1 mcm A402 E, E; TRIAN ' L.E _ \E __ 3 �__-\_ -0502 A402 AW2 F y _ �-E�c:. �sfls REMBOLD PROPERTIES, LL~ I -- -- -- = - - -- --- - PLgrE _ - +. Tb PLATE Az ; Ir-It• - _\_ _ T o PLATE -- I I I —__ - - --- - .._ __-4 ^, tb -e• TIGARD. OREGON TRANSOM t4EA.' -- 1 � f3 P&N 99015 A402 ELEV-SidpB.0YY0 DAr. . MARCI.4 22. 2000 MnPxwe • rP . rleN CANOPY BEYOND - �- ' I - 11 I -- DOOR HEAD ILL 01-01 ©92iE:. T.O. SLAB •sr rrr". K. Fl WEST ELEVATION -- BUILDING B ELEVATIONS BUILDING B �*«< . A 40 2 7275 SW Dartmouth Str SUP 2000-00101 12 01 41 LEGIBILITY STRIP 2 r s 6 7 6 9 C 2 3 s 8 9 20 21 22 23 24 25 26 27 26 29 3C pl OI NDNt a son �AlLU1.b4liLU�1111 OFCD 1 .Taw pl. KEYNOTES 1 04~ I1 VCJwer 0"icA. W400TW FACE cru 0461023 Cvf4XXkD FACE Crit -- AS03 cW810L ISPLIT RACE CKJ 1 ALA f3 2 'I - ""Io00�Y ----� 3 Ob uKn6iC04EZ) f 1 4506 - 4 o5500n o L OAD043 arx It4CX .,6 0""L0L OVER.-AD DOOR M 1-$ O1 E 1 0,5100 , 8a-.,.Apt=)zz� 30 V"002 aTEs<� PIPs RAIL n.Irbi..4►�Rl.Ite -- 0"" EIOIGID AND PLASITC • ---- - --.-� _ ._-�-' -' •-'-- I _ ^- __ _._.- _ _ -_- -- 06"J5 SJI APE 24'--- - -- _-_„�T - - --^--•-- - ��. -_��r>� - i`---�'- --�.�--r- ._�------ �-�-�+-_• -•-•-_ - -_•�..,e - - - - 7 .& 061000` aEIP-LD— 6ELF- DU ON PAI• _ .+ERMGiR .ExIDLE46NMCS T.O. C1'1.U. 062o0A ExTERIOR I+,lOgp 'tRm+ -_ _• -' - -_--_-_ _ . . - ---- '-r---r-.�_ ___ _ --_ - --- ---�»--- --'- - _ --------- ___ � 2W200� Lll"CERbD11•ICti _ •-s-. - - _ -_- -._ - __- -- -:___ �_ �`�TM'__ �_._ ..-.�' _ - ^_�— --^. 46700' WERiOR WOOD 71!1'•1 \_ '' --- 06o1wMc✓ �TiElIM1AI 1a I��016110 PrearscnoN _ T 7-:4 R-11 BATT INaJLAT101d--'w Or �_�� B 5EE 017vb R-1e BATT NftLATIC); 1: R-19 BATT W40ULAT Ok W,WWITE 1AGNG CD REEF vaF�OR RETARDANT Jv16'-,J R CAN'TaTR,w - DUh'-JP AD 6 bTE t 2 r - i ;1 [ r- I',+ aT�cT Devlcre PWc TECTIve Ex 5 {{ r.-..e•-. s:3 c -- _ _ -LRA-E* 0'6020 "'Y F_Ab�lwa 5KR'NG _ _ P c^602D b�a;p+vER _ --- - - --- -- -, . ------ -- bad �T R..I�ffR 0"6 T a-. 600- j"S5411NED i "__ o �2='C ►IPT. . 0'-0. 1.Z01.96'J 0"6"K .01.hbPOl.'BRACKE' SPT. • -2 -0' 1.205.96'7 - - - SEE _��F c�-=_ FIN. FLR vARIES c--:c" Ir-.�oF *G - ---� 0--V2! SAFETM PJ•6T '.O. SLAB VARIES (SEE GVI�J •'5EE CIViLJ C,W.4 E.RY-!r- EA A.%' ' _ O'9C :3 4cRY_:c SE4_an 0-1- Ex"4NS ON F'.._EIR Ote00 Doom ASD Y000110 2e EXTEROR-!'" DOORFRAr"E ve::A E/'ERIOR.lOO'; :.00'Q Ce::15 \-EQ,oq -:00(6 seooR Ce36. SEC'0h4- OVERIex.;. X004 cel C. LTJ \J"E1r RATE DGOR C&A G3 bT^.REFRflIr'MRAP %4 SY611- SOUTH ELEVATION - BUILDING C 0455:0- ;_J1R,�_%C�a, 1/8, =1 -o ceer.2� c-EAR 46.,.4'+�:,:_Ase N ego" pod"s ct:-C= -'E Q-� S 5'4N' B RR ER C79::�P. •+E G� .=G-CE569.CRE5 C!!:SSA 5-EE- :-E *Z r-R.4` %,G -t:553 5-EE- FR,4.1 1!:513C �'=1-- DC.:F- mS5•C -:R RE n.I-= ESC:� E3 ct."E sO I:, n.:--a AS03 rta1� cry 2•COCA 5Ca---cE55c-Q 1/2 5t-E 455E-1D-r 0 IE CZ ems.O\- - GSC E/-EQ OR F'AS-E 5 >•.5 2 -B, IR tOILlTA�MOIERB A O; 30 30 n000 ee�tlP*e�tr ❑ ° TIT. —0 /�E� 0- -- -4' - 7D 03 -.0 4�- _— .. I�70 C-4: -RAS'- Eti.-05uRE -.O. SLAB vAR E5 'BEE C'v'�J ��0_0_.'•20-96 i � DOr.JC. 5'A'R .-_ �__ C3 NORTH ELEVATION - BUILDING C 1/8"=I —0 4503 I P' a-o' - - - -— T.C.GM,i. .E'\ -'•^c.=F - �,�•- c:.a-1� i - -- 'D.DRIP - �5O so PERMIT SET MARCH 22, 2000 1 70 I �- .._ �__ 0•©• 120800% mcm T,0 SLAB lkFLR E�`B��-- ARCH ITE — TS A PROFESSIONAL_ CORIORATION WEST ELEVATION - BUILDING C _ _ 1022 SOUTHWEST SALWDN SUITE 350 3 PORTLANi, DREGON 97205-2447 USA TELEPHONE 503 222 5757 FAX S02 241 1514 -'- R\ B OIL- �------- - -- - - - - c4e c -- C3 -- ----- ' TI GARD ( D, E, T R e A N G 1... -.�.. 5EE G30: '- - • -- - . .. ._ ._.. _- -- -.. _._ ... - - - - REMBOLD PROPERTIES. LLC - - --- _ 10 S s\ c:Q `Eti G\' � _-- --------� - TICiARD. OREGON ` SLOG -OQ�.Q'.-cam -- - - `pp /� • = :_"---_— "%FC SEE -3c2.- -77-:::7- 2 02. - -- - - - - - ra.f Mo ;09015 4403 IELEv-®rdpC.DWD --r DA TV MAR(;H 22, 2000 a -- -y- �.- -_-. _'i--f.r.,�'�T_•'_ --.--.__�• .�._ I _ -_ - - _- ItfYItIDAy , IMT/ i ads~raw. o - -� + F3 EAST ELEVATION - BUILDING C D_ r K. ELEVATIONS JO BUILDING C skill"a& A403 7275 SW Dartmouth Str BUP 2000-00101 13 of 44 ` 11 11 '�' ',IiIliI111i�11lIIlIti�IiI�IIIIi,' LEGIBILITY STRIP 0. 2 3 4 5 6 7 9 >� IO I'I 112 13 14 id 17 IA g 20 21 22 / 23 24 25 26 27 28 20 30 ZI II OI I I NpNI . IOL ' �11t1►lllll�ll:lil�l►WJ��,Llililt .oz ,a ..w } I EXIST. STL.FENCE A55EM5Lv TO REMAK r �► 1 " /nom R _ 0 0 — EXIST. EXIST. EXIST. 00 1 _ - S DEW �K P!_ANTER 61 T - - --- _ I _ -- ++t•�---r+ -r-- ►-Tt---•r --Y-- -•- ---- ! . .�#..�-.-+-...T -- 1.4' GAWC✓,1T8 4 TREADS � �� - . ++~-._-r------r•+- j•-�r---•---rte,-- «--"-•-.-«� - . •-rr •---•-•- � • !1'O.C.lTl'F+_> NE M / - r•--- + ---r-- F-,-r -+- _^ _. +.. -t - -- - - --•++- F I ,µ LI EEK WALL i TjOfFMETo1 -- - -- -- - - - - - - - - I 1N Uti1�- - i- i l�-'--, 9El a�D _ r ! 00do - — r ` E/5' GRACE. r VL ' bMOCT.r 5ROOm -- - . • < �7s SLOPEi I h �FrN'5.4 CON �T,4111t / - 00 % TYP 1 4 +. TO. UAC AT STAIR INQ �`---- --- -- _ - - C;r.: 5-.:a -5EE T AT STAI 20932' --- - "c E/ 5' _- 4' COMWAC'ED FILL LO`v 1 W4EST -EOLEVATION - SOUTH EXTERIOR STAIR A4 WEST -ELEVATION - NORTH EXTERIOR STAIR AS SOUTH ELEVATION - NORTH EXTERIOR STAIR I 91 A6 EXTERIOR CONC. STAIR 1 4 1 0 1/4 =1 -0 1 1/2 l'-O" SIM. ;0 �- 111 '1 III 111111 _ v r 415 � _ y\- __ - - 1• I I� , ITT11 1��11 eN' -- --� �• -55E^"B '^ FE`" ♦ 11 I `II I 111 - - -_ --- - /� Ems.- ' ♦E_ c_ R _ - - D. I , ' • ' . . . . . . . -. . . . . : . . . : . . . . . • . . . . . . . . .. . . .. . . __ T - tt! /-A 40 'n.'EJIZ£TAIN a10L1 \ �i - _ - - — T —�.., T �♦ -r• T':(F)RFTAIN HALL T715-0' YIERFY I, 40 40 ff _40 40 / I r l AT • . i =.. - QEF -'< --'t-- . C 1 SECTION - SOUTH EXTERIOR STAIR C4 SECTION -- NORTH EXTERIOR STAIR CS SECTION - NORTH EXTERIOR STAIR 1/4"=1 -0 1/4"=1 -0 1/4"=1 '-0 �55=_�✓_ :__ f I , ( —1•- 1 -- --- - -T iEF=` '.C. E/ 5-NS 0.4- =C4 GSL 2C QE _ S 04 GG3 _C' 5=_E EX 5' 3E..�E 5EE ✓ =QR :•:✓ _ 000 PERMIT SET D 1 ELEVATION - NEW `=y _E _- - - - = - RETAINING WALURAIL Q MARCH 22. 2000 C```` "~ y -� - \ '/ u1 _ m. z 4 = ' -° ". D6 SECTION - NORTH EXTERIOR STAIR - IC4 \ LI 1/4"=l -0 -- — { L '00. U1 ui IY. I -------- A404 LI, ll • cl cC4 A404 SEE A R C H I T E C T S A PgOFE9310NAL CORPORATION 1022 SOUTHWEST SALMON SUITE 350 PORTLANO. OMEGON 97205-2447 USA t \ E/5 "5 TELEPwONE 503 222 SrS7 FAX S03 N1 15+4 TIGARD -�r I r 1 -- 'y. R ✓ �/ EDL_ SQA= ,r 3 34' - C-R. TRIANGLE • �r -4-- oe REMBOLD PROPERTIES, LLC NOTE! SEE STI&JCTURAL EXIST. S'L. FOIL ADD'L INFO. • PENCE TCL 1 = E6 STAIR RAIL 1 -1 -o TIGARD, OREGON Qc 'CdED 5=E S SIL. / -_ ¢f I ` ~"r Ain + DOO 15 1 FL•A4 . 90015 A404 NORIRISTAIR.OWO _ Y a, • M1! MARCH 22. 2000 rte' ---*—— -_ ` _ 1' -- � — — ��0' I IN vAPa71i1r A+I rf . EM!'depPri/. I o '+cIM ' WALL-// c, cs u j - �T41NING WALL CS TO REMAM A401 d! 9 2 C' I I A404 10 a W I �R P aR NEW ExIS . 9��""" (E. FENCE TO ff`` E:PE`vGE 'O 1 R .n A X) Hl-. _ ; A f- _ r"cE ''A'N— � RE'•'1GIN I ---- -1-- 1 T•II' 3T•11' - �..,_ 0. ?'-9' _ 5'0 37.11' 9 y Y�7 wrtn rte• -- AND SIDEW --- O'PMMAIN ' •2'-9' #- NORTH �c souTM AND 51DEJA4LK � -- - ` r TO REMAfN— REMOVE EXIST.RETAIN. K �' (EXIST. STL. EXTERIOR STAIRS r d� U ALL 4 FENCE AT NEW STAIR LANDMG- REPAIR I A404 AENCE TO I ' AS NECESSARY I REMAN j FZ FLOOR PLAN -- STAIR Jill 1/4"=V-o SOUTH -EXTERIOR F5 PLAN -� NORTH EXTERIOR STAIR A 4 0 �- 7275 SW Dartmouth Str l�wT • 174- SUP 2000-00101 14 of 44 1 , I 1 111'1111 IIII III 111/1111 IIII IIII IIII LEGIBILITY STRIP Cpmo_„cm 3 ! I ' I I I I1111IIlI II 1 12 13 14 II i 1111 I IIII I IIII I IIII I 1111111/1 I !Il, le 17 18 IO 20 21 22 23 24 25 213 27 2P 29 30 at 1 ' of wool' a tOa 'I Ill Ill I II Ill 111111111 Ill ild 1�1..I�.�.� ,Wtl�.►��tllll:lil,L�L1.L�liw�.Wi�Oz ;k r. KE'rNOTES 400" MAOMW 04640A IdoMOLOTW FACM C71U "W J5 GftQLM PAGE CTRL 0404,C GPL:T FACE -M AO�i 1'1iTAu 055C10A 4,t,A9bIdJEG 065002 E'. LOAD Plfa DOCK k0"4rj vbbOt' O 4j"AC)DOOR FRAt'E OSS"Z 3OLLARD 065152E 67EEL PIP! Ii A1l.1►I�a5,4ygNDRAIL6 d"" ��AND PLUM b1�4.rwh s PL Yu1OOD 061cce OUILDNiG FsA t-R 06100L; 0"TRUCTION F',Mn'tL. 0&40Z' 6ELF-4GLilfRtlta FLtx415LB FLA6NI145 06:001 ExTER1OR 64=0 lw-1 062009 LUMN"biD1NG 06:00'- INTLT.R OR W00C TOW 0b2i?0L PLYLI.(,)0O 60NG 4 WIM T14 OWUL a PI1111070c ow 0124CA R-.1 BATT INOLLAT1ON 01ics R-16 OAT' N6ULATI014 0':0C R-19 SA^ NbLEAT4ON./ 4o41TE FACWta 012100 W&( F ,APOR RETARD C)•4T ols I:.•C UN-564"SE C75,ID' b,'LT-HP 0404OF yYOTEM 015:IE CANT 5TRI06 O'51IF 'KAFFIC PAC) t15"G SOt"1P061'ICN X�A&4NG L1b," 5'6i&r:T CEV,CE PRpTEC'I/E CAP 0'S' B45E FL Ab.•'ti t'E"W RANE 014o 00 A �OF'btia 0"60015 •'LRAPET -A-- bKIRTINb 01600�: ,SC FLAB WG 016"r `S� IFPER 01600E hA7►'3GNEG 216C0F ONr,ocTopt..E AD 01(P"Ca Z:-- NWROUT 2)140CZ,- 1_*,.NSPOUT OTRAINER 0'b'UG. =.A466IGNED C-409VA Go.N6POUT DR:.CKE' 01"20A R.^.:JF"TCW 011:015 64FE'Y POST 0'60 A E�ASTCtlEKIC SEALAN' C'96'S ACR`-,C SEA-ANT elw!!C 15'r- It ROC 2`901L EYPA46 ON 111,aft do@~ DOGM AND YIO420M co Exlen10R W;"1 GOOR'FRA)tE CO.':A EA`PIt:OR 6,OOD DOOt! 0a-Z NTEsc'OR 41,000 DOOR 0O36,A bEC'-CNA O/ER..EAL^ CS04 0844CA. ArJ'IN tl EN-RAN-E CJOR COA!CS 5'C"R [NT FBAs WI ST 51E'-' x435:2A Al r'NL.—41W'GO41 CbW0,4- r--EAR INSULATW�a GL455,1riT 4/mo pwaswu elt: • WATER-RE,SIOTANT BAWA,Ek C"2'C' -C�EbB•IRIEB J9::2L ":.!'LANG CEMlN' -LA9'ER 159:55.: 5'EEL CE'L'Wa REA.""ki 09:5515 5'EEL WA_.,NIAMWG t:3oe2»c :a*Pb r BOAPOC F5� l l;3 03^Y_.r .,A'ER RES CoNm 50.:Rr / \1 ]ajr COOC. 64"G CDSCLRi'*i GA'E 466E-&-f 10CCCC Sr AIN�'W FE'rCE AN= �!A'ES -CCC:: P',�OTEIR CAGE ;520.. E/TER'OR F;.NE 61GN5 YOE r RE Er"NGu'3-ER .c 3_EW _K I .:�s- Ffo TOILST AC411660111110 " \ --- C4 'CK _EvE.ER IkE"'C/E o f S' QE'.. R:. S j \\G FE\_z- " tE^'..\ R.E C/F . .;* \E- 'R.:5- I I LES ,�.;� I I :„Rv-, FE� ��.:_ ROCKER' QE v_1 E'-EQ.=.- NE- C^\� RE'..\ - __ 1 t1 W I �"C/E `E �'�\\3 \EW --49 C- ?E C\� AN: ».' Wr - - Er 5'w G4::a 5EE S-R,C%RA. I SEE 't -C BE RE-C/E, � R 5R:: w .O SLAB 51 5'E`" 5EE C 1 SECTION AT BLDG A TRASH ENCLOSURE C3 BUILDING SECTION LOOKING NORTH — BUILDING A 1 8 =1 -0 18 = 170 PERMIT SET -(ASO, MARCH 22, 2000 ARCHI�•7 eCTS � A PROFESSIONAL. CORPORATION 1022 SOUTHWEST 51-WN SUITE 750 POATLANO, ONFGON 97205-2447 USA A �' n -� `4 'f -HOW 503 2M 5757 FAX 503 2411514 Fg --LINE OF STEEL J A501 / FRA`1ED PARAPET BEYOND FOOF WATCH BEY CN Fib. - E ibOO c• __ _ .w_ -- --�C -_.__._• ..-._-._ ____._ D 'JE - A304 l P"-AFCI _ Z4'-0' BEYON.. 011 11D ON PARAPET --- -- - . TO, T I G A R D 0,609.15 BE" - -- J � SUPwORT.-----_Y- �--�--, I TRIANGLE _; REMSOLD PROPERTIES, LLC , j '- ---LINE O� 2x6 ROOF IN I I BEYOND ------ �' LINE OF BL II I ,I ! \� FJT'JRE =:N CEILING FUTURE WAIL I"''C AL:ML 1! B'LCC BEYOND, -- \ - - - 54FETI PC'$' ROOF WYrs , LACDEQ — \ I A55EMBL' TC BE LOCATED PER BRAC NG AT $TL. � ii - / FUTURE TENAN' LA,OU' I I I TIGARD, OIt w LINE OF T.8. CO ICOON JST.r BM FJEt OND. BEYOND� -- f �' SEE STRUCTURAL - }� I —�- ----- I L- 36' WIDE NAGE EGLLEARAEA0 ►rw�Rr:r No. , •. O 4 I I f 1 , -- —---_ _— - _ '101 47 kr1 •, - ------- -' - - Tr 22060-1 F6 9901'" ASC►Y fECOIr dWp +—�-m OA MARCH, 2 ' -- -- -- - - - - -- - - - - - - -- - - -- ^. .- -- - -- --- -- - - -- -- -- -- -- -- -- --- - -- - -- - -- - -- -- -- - - r TD.FIN.FLR 4t4uve►a7w , 40.4 its, �uiroiwT�Y � DOTING DRAIN - •-�- -- - -- - -- _ - -I_� _v �- — — COL FOOTING / Q A-21--OQ OCW HATCH •1 BE*OND. SEE i F-3 E3UILQING SECTION LOOKING EAST BUILDING A y T c , ,'i- ,r .�. . . •, L ,. ,, ... L..K"d'�• �'G.'j frr,f.,i�t,1� ol ul oq r Y, e° 40 r • +' i 1 1 f r y ° ,(, '+N "y AF* 7275 314 Dart, Doth'^tr • a 4 ^ SUP 2000 )101 ' - ° '&t. ?t Z ., • '� •Y r '` .•t -.w.,�.. yy' t• i .r 'j. i 1!i or 44 if '`• _ ., �"• 4,,. - a .I . , k.' ti r•.. y iI'L +►' '.► •"� ,.4� .. t.Ts 3� t x •�. •+ ��,'�►,�`.• LEGiBILIIY STRIP O 2 3 a 5 A 8 9 10 11 12 13 14 18 17 1t3 19 20 21 22 23 24 25 26 2'7 28 i9 30 IOm,,.�4:m Of C D � 11+Y4fiiW4lJy��Y1�LU7ll+a+ +W Lt U1111LWi17Wlilll I11 Lit 41 1711L1 �► Ai LIU NON4 Ion L l I w Llu 1. :' Or .Afr'•M1f.1N: .. P.'. 1MM„A,IIIrI[M,wrr.rlMn. , .. '�IAt'AyY.4MMYA1N.r1•�Rp►,....Y:W.I.Mtlrr•'TMI'`' v.MY�,rlw•�Olwfrr...YllifNFwnMwMM/J�YT.yrYlr•�r..�,�n�ryry _ .. '•+ -...:�.nr.� ,..._ .n.,r,�:.. r.,. :wrr..rerrr.*.n,rN..vrmr.w+r.,. r .-+!•'rw+.F!'blr.Af+W-•w+r++rrw'ta+ ..n.+�.�'MIwIM[vew•,wr:g4,.gr.e'+r ,.+aM..*+�.ti,!wMMrw.,.wx.tiw.rr. .Nr+NR�+M.'M+�.w�wr+.I,ww.Mr+1R NMx.+wMw,uw•M'�F7M/M� aRNIIIW1MMN�M�v j - •" �. �:�'-ter. KF``NOTES �1E1G hiiArQllT' 0481¢x atiocTw FACE ov 04810J3 11iOIJW'7 FAC a CYI.1 04"r 6F UT FACE CM 09PUTALS O'3� 5 J` K.IIIVD E4 47"MJS L040114G Z O N060N4 0% EE D DOOR FR.4re /-402 =•C 4GEN' 13_DCs. $-i". sIPE R41L 11rsb .AY.:JRd..a Et _ BE`O►vD— 600" W0017 AAD PLASTIC E4 A502 D4 —� 06VOA 6-EATµrC.PLIWOOD it _ i1 D1 tb"a BUq,p0.(y PAF�R — AS02 /-402 - _ 0649L.. :,ON&TNUCTION rAIC /-502 A402 06 co. SE_F-AD«IERNG F'LEx 5LE F A6.-INcs �- -- Db?Or ^�TER�OR IOCJp 'RR t ' 23'-d' T.O. PLATEf;LM -- - —------ - .___ --- 'J62Z1e:i P"Iu00D bID M.i drWM T1�W. 4 MCAETNS PNOYECTION 4:-244 R-I' p�TT IN&.LATJON • T� IT -- ----'--" —� T 0 PLATE 0121cD R-'b BATT f%AbULAT<)N 1 _ MD_ 01210.0 R-P! IDATT 'N61LATi0%1Ni 44,7E FAr_No �- _ _--- — _-- ]T'-O'_ 01210D REA•i V/-s•OR RETAIG,.,NT 5- -- 5,-E-�5 I2 Sti1 ] �-Tp PLATE 1 —� �' G�511-Ga�,r' 0111'"s CAW VOUP Cl 'A COM""ITION FLAb"Ws -_- : \ /• I�_- ,1, — _ I-_ lll�1 ��Y D'S11i 'RA F,C PAD A3 A3 4 TS1L+ 6'W"CT DEVICE P4iOTICTVVE CAP 43��DL _- e^s l.; W aE F_c9..ING I`e laR INE 1 - r e2�i __ + — C fir e 6c A6wR416 �_ CFr I 6ALE6 FLOOR 5---E5 -- OR y C3 5ALE8 FLOOR - 016Ad:fi r I •101.4 Yt 6� 61 r11LI_ ^� .� R •;6001' CZ*4y kZTQR.EAG 9=_-5. _: - eJ o-► 2 6"G D�SAOUDT ..� Z'bOC•. DAJ.' OU^6TRL MER Y.O. 6LA9 I 1 I -� � 0 -D' E-60c. INA65�vE. J SLAB - Z'b"< 7 11111L.001 Noma \ / E3� I Z 9C E_A6'CI"1ER:6EA_<� 8 4.4•-'C SEA-AN, Z`se DA JCER ^ Ot>t00V DOOM All?11Ii2011E c6' .:. c••'ER OR-tl '.C.OR"tAr-E C6. E.r`ER'OR 11006 DOCMt2 B1 BUILDING SECTION — BUILDING B C65t bES,C7.A.. CIH111rEADDoom C6:.sa N'ER'o" .,co_• DOOR 0a-.C- :_J .tiJ EN'RANSS DOOR 1, 8 =1 --0 z�c g s•�FRa�FtlLAMY�6-erE-' 2db:G.:. .:_.J' v11•' J'•.. 0. 0-100 M11"S '9 55:. 6-EE- :E ^G FiA`^u G -1:'�5' .$"►661'" ElOAR•j :l:"b: .'E R RI:6 :s"r' 9G:-R': f4 ::'!:SSE wT ti: !3/-115 A10� M'I�GARL�= 49t�OC-= a�.-•oeY.R*! %•'E Daae-•e_- Gl ft DI Et E4 C� Ei 10 C+Q A40Z ASOZ A402 A50� AW3 COME F RE e� �.:�.,b_ER 50 C3 we" TOILET AGCtMOR;E p PARAP[T �E EGIU�P� -_ A2 5" 00 T 0 PARAPET --I T 7T _._._ J � Al , E SALE°. 54LE9 e OOR - S4LEl3111 �8_0 � . so31 SLAB I I I C 1 BUILDING SECTION — BUILDING B �/8 =� –'0 bt ct !c+ gt`� AS02 A502 AS02 <A51 j 50 23'-°' 22 -C' 1 - - - - --- TO PLATE g" 9" ;, PARAPET I' � f 7- I I T.U. PLATE - I - ---{� --- _— _ � - PERMIT SET MARCH 22, 2000 I I �_.� 82 ov- 4 D ROCK pl,TpJORM� SALES FLOOR i- f --- 1 I LI I -- --- _5. I �101-A 4®I-Ip y` I I . — __(� 1 _ 1 _l ROC VALL TO FIN FLR Y LL 0-0' (206 00') _ 1 I T.O S,.AB --- _ 0'-0' T 0 SLAB ` 1 s_� E4vR=_- – _ _ s SLAB _ ARCHITECTS j I)► - A PROFESSIONAL CORPORATION 1022 SOUTHWEST SALMON SUITE 350 n 1 BUILDING SECTION — BUILDING B E -1 BUILDING SECTION — BUILDING B PORTLAND, OREVIN 91205-2441 USA i 1�8 1707- 1 8 =1 –0 TELEPHONE S03 222 57V FAX 503 2411514 s s 't C`I Fw -wcr AS02 "'°2 T I G A R D RIANGLE 7 54 REMBOLD PROPERTIES g LLC u T0PLATE —� -._.__ _. I ' JzO'-0 S17'-0' PAT _ T.Q. PLATE _ .=—� —-`—==-- = _ TIGARD OREGON rte- – -- a l T_ -- - - - - 1 14` \\ I 1 - '-- - - - - ---- - _h. i I FwaRCT do. ss►N MARCH op&f NO Y9015 ^50.2SEC2000-91/-98.OWC 22. II/VyIA" , >7. AW r - $ _ I �`=_E 0.3C,' FOR { :.� ANLE9 - .2 ,_C ( I "aJ4CEN- BL:iG.'V<C. l f � -t3EE Ami---_ r � \ S BE t7►JD BREAK �-_;,TUI RE�IGERATCI 4 OFFICE IAN1D SANK SEE 432c" a 3b 7o1-D 01-01 _ h r- . --- —— — A. SLAB I TD, FIN. FLR. — ! i 7 �RINE'CR DRAIN 1 BLDG. 41N�T rw"A � ter K . � �' WIDE ("7M.) `f--- –�— S E C T I�' �� GRAVEL DRAM BED cfi w _ BUILDING B F LING SEC LION BUILDING B 111111111111IT owl 2 1 7275 SIM Dartmouth Str BLIP 2000-00101 18 nl M Xp LEGIBILITY STRIP .•,.„ ,, mom 2 3 ' 8 c ti 2 '3 a 6 le I'0 20 21 22 23 24 25 28 27 29 29 3 CD tl I I of 4 f »oNl yior I ( I � I 116.lijJlLl,t�J+.�1�UI,lI,J.iL�i�.1.�,�1�:'��l�ll•,11L11U.L1,11��,(W�ijf�,(lig,.�,L�1►,W.t,U,Li,�1W�l�l�.l�l oa F � 'A c K.EYNOTES Drs 'D' O &4"A & yOTHM Rs� C;M Y "WA C.4%AND►ACE CM P. Ni1Oc SMT FACE C2-%' -SEE f I/ASO �1+ J�.abs�icrrEr, 05500.:: OVERHEAD P000 FRAM REG-ET 9` -- C55MD b<JLLAW 20'-8' NFT. 480 - -- Ob5WJ! blv-L. P '1! RAIL0<,&4-.:�ILb 0"6208 wTIAE FRY 06~ WUOp AAO F%A&TIG PW"A b."EAh11NG PLI"= • ' '*!_+ 86 O COZ Bt.:1LOWCi PAPER (AFF. OF 6LnCs. 'C') BY 0-60 "00C CONb'RrCT•oN PAW-,- r-QT SPR�ls�OIC' , FUTJW e'5, 0614WO SELF-AD«1ER143 FLgx-bLE F�A&+MG i F...:3•-'ifs 5-•5'Eh - 1 n 061COA EXTERIOR WC0D TRM -0" - -- --0�8 0: 062000 LJ'efR b DMG ---- "20C- 1N•Entost WOO[' TRl•1 r ` Obi007 PL�1000D 61DW., — _ QSgpp wuWAL 4"Oolu!'rpOhCTww c"licA R-11 BA17 INWLATION y �'-`- - --- - :+ 07210F5 R-P1 BATT NOLLATLON 26 CFL 5' 5T_ O.0 R-IJ BATT 1N0,1LATION W; WINTE FAr_040 FAS. K3 BY ©120L REPT VLF+ORRETAR'iANt s 0480 0'51!0 EhAI. -JP RIOOF BTbTEM O"S'1.F GENT STI iP OT51!F ""W,G PAD � OTSII,G COI.11PObIT1ON s�:.y.INC, - �r --- O,SI•. NV 54M F_LCA,► OTIEC I CAP 0'60C A GOP,NG • C1bGC•D PARAPET WC__ bK IFr44, e15GGti be Fl•.b+1 44 A5 REGLET AT _SHARED CMCJ WALL A6 DRIP FLASHING - SECTION C,bOfDE6".E bGJPPER J�G861CJ.Ep e1b0OF C::)I' CTOR.E.v 3 =1 0 01600a :>0ukA#1e5IUT 0-60C a GOuh6P01.' bTR.:INE4 01600 JvA65KlIE: a O C'60GK DO.A6PGV '�R.tCR�7 0"'200 d.iErT POQ- e'SG':. E-Ab•01"ER C bf4:hT 0190 be:_'40" 019D c 5-C KEFi RO-- E.'PtJ.5 ON F-,.ER N000 DOOIr AND YBOOAB c O < E.-ER OR D00WOR41"E CIS;i.'- E R-E R OR.4om DOOR ! -- 383; .: SEG'OKA- Caft EAP DOOR b::PP \-ER JR .AGOG :BOOR U C84C:. A_J"1%.1" E"!It NCE ✓00111! ca_:ca b•OREFRO'.-�+w�w b•b-E� Z, 3680Ci. GEAR IN6..'-L'�AG Cs_Abb J.��T 080100 ►biMsb E3 4 i c�.:C _L•E4-RE S 6-t.)..'• eLRR ER �:2 H4T.4 (\Ai503c r'.a : as-ebb80R E5 "'w. b'[E_ CE-040 Fes"�, C 5'ER �__ ►5 C!iSSL S-Ee, A_ xvt.L-%03 '6 5• Z!:55 ___EQ Rfb calp OC -- -- -- --- F .�- �- .�_C J _ . - _ -- --- - ` 1s618L .. �.aC oo L 50 50 C e ooc - �" _"IE _ C CD :.n._Nc N!E� . �� .:5 LSC. 1— GOO. Woolf*4^e P 9!N5 _\' - \ • A -. eCCC E FRE 6 DRIP FLASHING - PLAN @JOINT `»e.`_ _ — I —. — -- - - - �- - - - - -- -- -- - -- - - - -- -- - - - -- - - - - - - - - - - I 1 -0 ACACK960paS - - -: IDC• \� I I r=E I � I ffrD I il� l i I I I 1 I I I I C3 SECTION LOOKING NORTH - BUILDING C t 8 =1 -0 F2 <AC50� 4-IrE; 1 %- - - - - - - -- - R PERMIT SET MARCH 22. 2000 -rL_�j I mcm1 L ink w�- a; A R C H I T E C T S A PROFES3ILNAL CORPORATION IU22 SOUTHWEST SALMON SUITE 350 � PORTLAND. OREGIN 97205.2417 USA TELEP"W 503 222"757 FAX S03 241 ,511 i E3 SECTION LOOKING EAST - BUILDING C � TIGARD P -rRIANGL.E REMBOLD PROPERTIES, LLC V n QN HOARD, OREGON ' a b P'I10./Cr Amt 9501 5 t t P&N No , 99015 ^50.5 SEC_s1apC.0W0 f 00179• MARCH 22. 2000 t F � i rr�try r7ru. SECTIONS i K BUILDING G et! ....,� . A503 S SW D•"MoUth Sk SUP 2000-MOI 17 of 1A LEGIBILITY STF1P - `- �-•. 2 4 5 e 4 b b IO t 1 12 13 1't 1'e I'7 is 19 20 21 22 23 24 215 2e 27 28 ; q CD ffi1 1 I OI t NOMI • t0i �' �L ;!lltllll t11111�: 111J1J 1�1t1tJ il�J:J1111111li1�! I lllJ tllil�l�l' 11.1�1a.1tt11�i 1�11u1� tl�lill�il�1111111�11�ialt�ll!1i1�11 ��t11ii�L 1.1 i i. Oa %10 PI I'm 140000 _ - •. ..�g.,,. KEYNOTEF) etre KAGOW1' "CA &'r>OTt.+PACU alU 041YD8 GROUND FACE a'U 04"Ic 6PLtT FACE 04J 09~ KETALI cbbm_= UMAOOI�D 66bOCB Lo 4G DOCK NoauyG V&S:lC n OVER}EAD DOOR FRArg 0W.I.=Z, 5OL.L ARp of60cE 6-EEL FIFE RAiLhG4*a4K71l4 L0 &L~ ■FOOD"FLAWIC 06 kzw sA O.f ATi N Xj PLYWOOD 06web d.4.AMG PAPER i 06f01)L C40WQLIC1'I0h PANFL 3 ObIC,X'I)✓ 6FWi-A.'D'eRiN4 FL.EXISLE FLAb4ba 06200.4 EXTERIOR WOOD TOL" i 0620L D LJIM R b!C hG 06200.-- NTERSOR WOOD TRIM 06200:: PLY440D OIGfNG 01AA0 Tim'{&4 MOIbTI le P aplacy Q1 Or:CA R-1:DA, *4Uj.AT<*., OT20D R-11 54" # LA',GAI C-2cC R-!D ISATT WAU-A'ON w WHITE FAr_Wa C':,C:" REai. VAPOR Rf7GRf. 4NT 0'S".:.-C J.�S5C1ieD 9.•_T•,•M ROGF OTgTE• C'S'tr STR.C- GEr t OW0'rECII E CAP B..OE 5LLb. -e.'E"dRME C'b00A w 0-6008 FGRAF'E' _A _ WVR'ING c'bCQ.:a :::Jl.l.bpOl;T i / \ 2'b CC_ l.tOb:X.E:iS-R.c.•rER .O „�R„�,. c'bcOx OJ,itaAQ.' DA2GUCE- ,t — I C " 15 .a -E' 'ROI�Ca•, TD�A i T ELIEVATIp� BC*�R+ i":an ssE-:P0e- ;4 -0' y C-SC A E_GS-1"a C SE:�..�' 6 C'W 4 fro�R Rp: N/OQIN so 00~ DOOM AND yo �,. ' ca E.-tat_-Aij rEti'E�NE OF "'F•L C.044`E_ +- ` Ce::: EA-ER OR _C<r :004 ce:':E '.'ER JR 0_:e 7R 6E o•.._ c.��E:� OoaR CG=c9 b-^4Z[LR? «R Y� 5-0-E'" SO r - CdbCC.; _E.:R 1b..,4.-`G i_.55.N T C:..C.. ..:•-ER-RE�S'-.r.- ':.4eaT'ER = =E5560RE5 s v 1 C'?:SSr 6-U %e5 NIS r--• f1 • ce: C 51osr 6C_R: r� 4P%C4ALTW* • CCC<::. S:r. -CSS^..R'�!�La.-•c G5bV-5_* lor Vi I ° ceccr e 'Ica"5,,,r R ' C f i y v .�., } ____ IMM TOILET AC 3M60WO - 1 ao^�c E r!_cR T'•470zw) SAI C2 X70 70 ON CIE16 T 2 •D' tCL _ — _ — — — — v EF'S I!E'= 1,33 r-N CEIL ! !E"C.2:. 6EE 5.00 OEC',',CNb - — -- --- - -_ -- _ — .— — .-- -_ • SEE I FFPERMIT SET MARCH 22. 2000 •O' CSR I Q2 U 70 70 - A R C H I T E C T S alI A PROFESSIONAL CORPORATION 1022 SOUTHWEST SALMON SUIT(-. 350 f PORTLAND. OREGON 97205-2447 USA X ti-z r TFLFFHOW 503 222 5757 FAX 503 241 ISt4 t c ono./M T ;o ,Q TIGARD T.O.FIJI FLR --- I h' �E �\, � � \\ SEE " —� _ TRIANGLE \�s FU7Q1'I-IER '*FO. � _� Qcc< To �\ { REMBOLD PROPERTIES LLC ±'%-�C= '.O FM.FLR • c ' \` nn Eby .' SEE SLO. 04!CTICNS • 4 TIGARD, OREGON • • _ \ 99015 ^504SEC_WALL.DW6 :c g DA 7s MARCIA 22. 2000 LL►IE4E Ga'_'Ef3 owvRR1M1 , DATA 6aw►Ta - r - -SEE G:✓_ 1 L 4' "[.. ='£4r-C¢ATED HrC F1 WALLSECTION ')RA'NPIPE 1 -0 F3 WALL SECTION F4 WALL SECTION F WALL SECTION =1 3 4 =1 -0 = Y A- 374-w= 34 = 3 4 -0 3 4 1'-OW fRT 7'RLt. k WALL SECTIONS BUILDING A i t _ 1 .,...�.. A 5 0 4 - 1 7275 SW Dartmouth Str HUP 2000-00101 1S of 44 LEGIBILITY STP.IP , 4 s s g 9 0 2 13 4 E g g 2C e?_ 23 24 25 26 c co CDL I 1 I 01 1f S wpAU 4yl Os I "W1Llil.�l LIR" ! I on I; .41 I KEYNOTES 04EiOf SMOOT FACE CI'L 0481013 GROLAC,GAZ& CM fSYivl- APL.T«.GE CPU M510CA 1.k ft GNFD 05,100D :CA.:;NO DoCir.N'..� M500Z OvtAr AT,0000it FWJlr-g cp' C D 60._:.127 C"WE b'FE_ P1PE MA41hl�ai..A+d�111L8 MM/ NIOOG AM PLAMIC "CCD e1J_-.ci,-APER 06000 CCP S4-0.+CT ON PAS 06tCmD W-F-A✓.JEG r--fX 6.E 9L-As.40W, 0620CA EX-ER pt rC)00 TR'P" 062cce _J`CER SONG, 06; CZ %'EQ'OR WOOD TW4 062CC.: "Ly.00C M:.NGi Cl:C:. R-1' DA- P4U_A'1ON 0`:WCD R_Is DL- #�Su'4-.a C-:C: RE W' r:P JR RETAAC,4N' 0'S'.. - Jr4. E<A C"Y'L 56d_'-.t'RCS 0`b•c*' C-_1, E LR't b1ftw E 5'F -1Y�d°F•:SAG' CIS CS CO�'ON F_A&_%cs 0-5 - CAP 015 -Cq 017 C-6" C 7oOG - --- -- -- - -------------- -. C'bCs9 �_R:.�' _ 5604'-41 C-& C_ 5S_. E@ C"iGCE J�.G.bbfiNE: "600:4 ;p.hSFO ARS "bs,.C_ l..:SBCX.r t !• . Tp ' ATE 1 ^,5C V _Q- SE�...- PE i'"56: 'y ay -' wood DOOM AVo 600 ��M` Ce:::. -E It OR .OT_ ::l_R 711T _ _ ze:.a QT � R CMR _ce Cert 5<< s.:_ .:e-C: -�•��' FR:..'•.rte 3'5._.. _ Rf 96':.x.- :4Q:R 14A N ro:u_ tea,--ec.c ct:S5- __Eq c c f r e5 s..:cr: L-�5 Cel s-c L !!.L-•S .... ..ti .... — C, -5,=_= E_E/. �S.- -_ ,/�� -'(i G'RI�".'�7 i 1 `tip .. EI=T[ Q �.:�- 5 • _ E- 5EE S-R.0%RAr C e ~� \ A5 We" 'OILrT AG WjWj0laiib now EaNpmB(T 8EE ELEVAT,ONS WSEE a v p 33Z-- r - --- C, D :1 .5, p C3 HOOF HEIGHT TRANSITION 3/4" 1 PERMIT SET C1 u I VARCW 22. 2000 u / _ Ca C% 5-R.._- - - - - - — - A R C H I T E C T S �1 A oAOFESSONAL C0gP0NATI0N 1022 S61JTj'NEST SALW06 SUITE 350 ►ORTLANO. Js1f60N 11205-2467 USA 'f:E►i10NE 503 271 5757 FA[SW73 2411514 L - _ .uT1 AMOxcr , t -SEE ESE V T I G A R D a. E' _ TRIANGLE E1 E2 REMBOLD PROPERTIES, LLC TO. !SLAB- c-c' (SEE C'ViLl / \ F IN TIQARO OREGON P^mA*cr AO . 0401 S S i✓ ` '`�.'1 r: — i` ■//'�') 9901 05_ SC W0 WALL.0 t AtR H 2 oc Q SC_5 Aja,f 1� SEE �'r-5E5 FGTQ SEE •'03016 r---R ms}am a;e �e 4a�•auu *mac A:,�,.,�A_ ,, 4;D.-G�vAL %1r_o WALL SECTIONS ` BUILDING B F 1 SECTION .,T DOOR & TRANSOMF_,.Z SECTION AT SHARED CMU WALL_ F4 WALL SECTION AT DOOR OPNG. F5 TYPICAL WALL SECTON 3/4'=I'-O' 374"=1'-0'_ 3 4 =1 -0 • ►Ila . A 5 0 5 'ns Sw D4rtmNm,Sn BUO 2000-00101 ,go. N LE6i8:LiT� <TP•1 - - - _ a o s - t 3 � e -• o - J 2_ .2 22 c J' 24 2 R <R 1.- 29 CD A +301' N119e f � 1 +11AWA"itilill"I'll Jill;. i � I V 11iiiiiii'likiiiii'll OE %30 s t 1 GPID GRID KEYNOTES ' e4atao r'�«r O"ZA SHOOTt♦FACE l t'lJ 04aIcz GR�NG'FACE CIAI D1 04010c 6pLIT FACE cm 30 _ t>rsoocl rttTau• D1 m56oE:. JN.A661GI�p 30 EI C5500.15OADING DOCK N06NG \ �1--- ----- SOO �P®� L E RAI IN(�6/NANURAIL.S T.O. MASONRY - l T.O.MASONRY M�iI YIVOD SMO 1'L.rTIG 2a'-0' SEE ELEVATIONS - TD.f'7AbCJhRY ¢vblo¢A 6"EAT..>GrL.ru,00D .06 C..0 (.0NOTRUCTIONN PNG AW, - Elm - I s 0 00A EiTERIOR�WOM TRIMPtWj D�E FIAbNNG 6 062008LUMBER 601ING 0620GL 'NTEROR WOM TRH 262000 PL SOD BIDnrG — I /1000 TIlIM'9K, 1!•1019TH FNOTEGTM 01:1C.A R-il 15ATT IN6ULATiON - - C721C.5 R-M BAT' INSULATION a a p121GG R-19,BATT INbu.ATION Wi WNITE FACING -- --- ' '- — 01210L REINF. VAPOR RETAR."..ANT i vJ A5 EI C151'A-C JNA65:5ENE✓ 015110 BJILT•UP ROOF 6`6?LSM IM . SEE S••EE' ¢lp1515,11 1F TRAFF C DANT b`R P E3 PL.D •El 4 :•Slas B_DG 5EG'Otis 0T511G C-0"061TIO.1 FL Ab.+u•.G STRUCT :.EVICE PIROTECT,VE CAP BAbE F-Ab�.ING ME11DRANE e'l6COA GOP'NG -- 01600B PARADE` W-:-L SKJWWa P.lbCC-c r"Ibc F,.Ab /.ra -- _- - C'bGCE JNA65.CJvEL 016001' CONDUCT OR..E AI> 0�60tGG DOttASR'OUT C'600r1 000%6P0Ii7 5TRG'NER 01600.! tNAbbickNED 016COK 00 N6POUT 5-Z4,SKET - +._�..� 2-9C D SAFETY ER'C SEAL.GhT 0'90 B [-CRr L'C SEALANT I C'9C G 154CKER ROC) E,TAN5 ON 11I_j.ER 051000 DOOM AND Y9,93" IE 4 V2.4 EXTEROR cm DOOR -_ a II-ER OR WOOD DOOR I �_- CA961A SEC'ONAr OVE"Ar) DOOR A..J-"NUt'Eti*RANCE DOOR C6:'•OB 5'O�A•RPv'FRAMING 6r5fEr' I C652CA A:.J'N3•+rMtiDOW -- CbOOCL. GEAR `.5v-»MCA G..466 J.T et>I " rNu►e� _ r`-.:;1'JG ,,.LTER-RE�b'•b'LJt'DARQ'£R 09-:C5 -A7-E i= C9::C: ACrE55SG+e E5 ro:55.. E,'Ey_ _E tiCi rRi"'NG ci.159 5'EI:. .,4:.. =RAr'N5 O?:550 -A EQ RES G*F DC:.MG \ - C�:55E bOUN BA-T6 � `0 _. 101DICi0 5t1+LG1ALTl1 O G-CCC: 5 G.--E 466E-5-Y OOCC15 G."L N .INK FENCE AN: :aAVEb s OCCCC POb'Eltt CAbE' \/ CGCG:; Ex-EQ OR=4NE_ 5•t+b v \ / CCOCE F RE E/"Y'5. S•-ER V C:65L cp- lot" TOIL.L'T AC veG0R1E6 t� AZ I~ EaJIrrEHT - JA io r1 DOOR µE AD (MO.) � - � SIM --. _—_- \A,7 0 1) i. , (: I DOOR WEAR ("".O.) El 2 + A — PERMIT SET MARCH 22. 2000 70 mcm I. _ F r i. A R C H I T E C T S A PROFESSIONAL COAPORATION T.O. SLAB/ DOGK� - ' 0 •0' (SEE CIVIL! T.O. SLA15 1022 SOUTHWEST SALMON SUITE 950 a _ d'-m' r cu F'OATL.AND. OREGON 97205-2417 USAlv -\rF2-'� c `R FF TFLE►NONF.503 222 5157 FAX 503 241 1514 F2 ' 1 + TI +GARD • __ a ROCK ro' 3 4�''''1Nt ROIR � \ - _- :%;r REItA801.0 PROPERTIES LLC 3, CK ON �il'ER °AERIC ON \ DRAIN ROOK TA. CONC. UNDER-SLAB DRAIN t1WERE APPLIES. SEE CIVIL FOR TIC�ARD. OREGON FURTi4ER INFO. t - — - rwa.Arcr nv. 9901 5 /L6 Ab. 99015 ^500_SEC-WALL.DWO MARCH 22, 2000 i - - >! _ \ MV410M�. aA f1 OAId�TtOI1� (- REPA'R REPLACE EX157. w4'E0;ZcD-2oOFINI �\ SYSTEM AS REQ'D TO MAINTAIN WATER--iGt•- INTEGRIT`', g VERIFY EXISTENCE OF PERIMETER FOCTING \ Q DRAIN FOR EXIST. BLDG. IF EXISTS, $E REPAIR/REPLACE AD REQ'D TO MAINTAIN POSITIVE DRAINAGE SYSTEM, IF NONE EXISTS, - \� aNts�t TML/ `• PROVIDE NEW FOUNDATION DRAIN LINE FOR WALL. SECTIONS K WIL& RPT. . REQUIREMENT A CONNECT TO STOWlBUILQINC C � -� ( WALL S CTION F3 WALL S CTION F4 PARTIAL WALL SECTION F5 WALL SECTION . 3 4 =1 0 3 4 =1 -0 3/4-=T'-O- -- 4 =1 -0 3 4 =1 '-0 � . A506 1 7275 SW Dartmouth Str SUP 2000-00101 20 of N rr 'IIIIIIIIIII LEGIBILITY STRIP C v 1 2 3 a 5 ® 0-.I cm Q X110 III I2 13� I'4 10 17 IB 19 20 21 22 23« 24 25 26 27 2e 29 30 CD rlI I OI 11111 NOMI f1JLOE ' ULI� ILLLUIW41J� 1 �1�1W1�11 1'W 11LlWU1�� 111111 11L1<1�1� W1J1LLL�it�l)I»1ullll�i.1;'IVOL MIN Y 1 /- i KEYNOTES Duce wc+x Fot. "C:7' "C:7bPl.'r PACE�O'i ASM nUALIS dowel _rA_-%4i DOCS oboe. DoERfA?=00001 dItA g Vb&=F 5--T-. --E RJL:_hC•6'-+MC)Rd.�! -ow- e&: -i-SEQ 6 OR • #`— �— ' I1� T1MINSAL A 1'1'MAM PNGtICRQi 'i CCS. �.Jaa•G 5Kga lei Al IN"ER CR ELEVATION = ROOM 201 A EAST WALL A3 COFFEE BAR - REAR ELEVATION A4 COFFEE BAR - SOUTH ELEVATION AS COFFEE BAR - FRONT ELEVATION - -� �--r • ig 1 !/4 -! —C' 1/4"= I —C 1/4 = 1 c-:ce -Y crc� _ ►, �Q a*~ Dooms 00 T-T • . . . . . . . . . . . . . . _ rT� _ L� < - _ • • • • 1 . . . . . . . . . . • • ♦ . - - I } - :�C.4./.1 E:'_ �z R^Q CCC -i??t :C3 Z4 - - - A60i \\ � -=- _ ce-t- 1 20 �'F .� =ve .< _ CLQ cm T��' �.:-'•ts b-S-£' :� Y :Z: r3 - yea:.,.. -..J_ .La_ :e3 -__ -_<'- --�_ ♦ _ - _ A�-jj ----- -__ :.l.ACC.. --s-4 '3.�..��Lii�b .�' 16 --- =•__ .- _ - -'i.�=_s'-s_- __ .. ♦- Lam_ _ O .-.mfr pari e;ffrc ' �� 1-- t�—j- \ G_•.'.w'L'� 5_'r--=•rS�Q\C+ �_T_ _a "w — _ - ♦ �'�� -� :/-moi_5_cQ -� _ -�^C CCS_ A. G. r ,-_t v B 1 INTERIOR ELEVATION - RCOMS 201B. 201C & 201D WEST MALL , = ,_^_ _ � _ _.LP�, 'OILY .�. B3 OFFICUBREAKROOM ELEVATIONS 1/4"=l '-v 101, •- - S / _ I =.-Tam-_=f -f[- --C _. -+�....�.� '_ -• ��__ _- - __ - __'-__- .. -_ .- - _-..- C 1 IN ERICR ELEVATION - ROOMS 2_01A & 201 B NORTH WALL _ _ t• - - - - PERMIT SET D 1 INTER'CR ELEVATION - ROOMS 201D & 201E NORTH WALL D3 BASE CABINET D4 WALL MOUNTED COUNTER wARC" 22. 2000_ • g . 1 ' 3/4"=1 -C 1 ' 12 =1 -c - _ =_- •• _ � _ __ - -== =-=- A R C H I T E C T S �- -_--� t--��-f ate- . :r=_ ♦ _�, � . : Q� __ ^ - Uf -• T T O ___-_�. - _ _ _E _-_ s "y 3• '021 9C •-MES' S•.UK;♦ 51.'E )SC zz - __ _ _CC- F _ __ ~ tTIAoO. OAEtiO4 !f=p,.2a•f 7� I ;r7 _ .- ♦ - Mfomma W3 m vv gut Sd Nt Su _ � � �".,� -^3E'�,•:.E• �------ - - _ ., _�'� ._ ------ - �'.-cE- is A ,.:E__ B C r - EZ MEN'S RESTROOM TIGARD f .0 - - 4 1/4"=1'-o TRIANGLE REMBOLD PROPERTIES. UC • � _^ex�:sQ 1 _- , -.-.� . - TIGARD. OREGON 4 -" J..E. r Ar_ - -- C:ES� . .: _ 1v �wcsrt ra 99015 f- 1 _ 9=15 AW2 MTER-E'.[V OHO }--E 3 '� ---� �BO� SC..� "plot Dart• WARCM 22. 2000 — -- ♦ .n 515 QCs t _ E , c sT __ 5E -`"C f i- 7 ^ ��i.� �mac--r�--� - \( C CC7 B. C. A. ®, C- a Fl EN RGED PLAN - TOILETS F WOMEN'S RESTROOM ""T rr" F5 CORRIDORINTERIOR ELEVATIONS, � ,� 1/4-=V-0" 1/4-=f -o 1/4w=' -° ENLARGED PLANS, -Rj I DETAILS-- BLDG 8 eras . A 6 O2 . _ u mcm LEGIBILITY STRIA - �� _ •e. cr a 2 3 4 w - r -s i= e << - _ - i= c t t 1lIIYMMMAAMp . et KEYNOTES •owe rwaaw PAA G`L FACA 04"C SrLrw PACE all. do~ PUTAIA ob"We _CAC'7.G Docw NO&O s 0'I"•D DCL_-AN- } j 05wwf 5rEE- i*We Rs.•- 1110iCD A94D fil-A& Lr _ --- -- --� W—j" R 9610.:. "A'-.!.[a P. ♦ _ - if 0 - M.CCC cr -- % /1MD T1i7R'L!i 1'ti1i11�1'In7�Gfla1 r�-2 CD R-nJ ISA- ►.b Lam'p� i.'E►L.I�G SF -- - L"3 � p S 47Gi :-s'z" A2 CANOPY ROD CONNECTION =-e��= _ �_:b. -If, 3 - t -0 , , ✓ r-&"= _:�.�- WOW C-roc_ -sc -a t"bCC� 'v�Q ni cam. C_�c p S.I��" sa Xi -%c_ 15-" R W___ ~wV DOOM �'�{- - - -�--- ---'T_._. _,_ . — �__-,.. - ` .-_ -- I c _ - � � ✓/fir �,/r Ct:.:� ti ER Jo: .�OCT B3TYP. SECTION AT SCUPPER Gt--=<at~ _-�•-R`Si'1: ��=4 I �w , co) < < --- - - -- _ __ • ff . '1 \ Cl CANOPY DETA L C2 DR HD CAN � C', — / O Y DETAIL 3 DOWNSPOUT BRACKET DE-AIL:; C4 CONDUCTOR HEAD _B� ' /2 = • _�' — — C6 MASONRY CONTROL,z =1 _� w � OL JOINT -� PLAN SECTION op • + I-� ; {' 1 _ D2 JAM_ B DETAIL 3. _ , D3 HM DR EAD _� _ - I IT P :*.` - - L� .. .� wAL.L ,rel +r7 _ -- s jj` ��. _ � PERMIT SET VARC�-• 22. 2000 --i - - -- - --- --- --- _mss :_ -5E= %.'Cj % L - -� ci v - ARCH 1 T E C T S El OVERHEAD -DR ,JAMB/MEAD SIM E2 STOREFRONT MULLION -- -- 2 = - DETAIL � 3 HM �R JAMB 3 = 1 —c - o , 3. 'Tk- '"--0,4- 4EyEr�1 A agO=E99CNA. C7R�pgAlpN ! `- 222 SOOT-W%S` SA�Wi+ SWTE 3SO ' -• - -E FE*% �f SCI 222 VV FAX SW 24%15M r _ .c � _ � � E Y TIGARD ER L -CDE TRIANGLE s� - _ - - REMBOLD PROPERTIES. U.0 ♦ - TIGARD, OREGON 77 ' 9ti0 t S C F_R snaRt se C9?:C L C✓arc mat 99015 Ado` DEI^ILS.DWG i --. -;:e�.vt- 3 VA r' MARC- 22. 2000 ry mcm P. C. POSTER CASE SILL C. AT VERICAL MTL. CHANNEL Fl TYP_ FTG. DETAIL F2 STOREFRONT SILL DETAIL F3 HM R. SI V ! –0 3- = ! _o _�.� LL DET IL _ o F5 DETAILS AT POSTER CASE FG uETAILS AT CEMENT PU TER .3 ! -� 3 =1 -4 3 =l -0 A00Mrr+m9. EXTERIOR ` DETA'LS 'z-s sw Dr«.xt• St. BUn v•: iI d y �EGIBIllTV STRIP 7 - __ ��r• (T � •_ L - � _. S _ � _ t a - _ _ e_ � c c e _ c G �� c� c c 7 _ -_ CD ..�' Tof ' :�.+ � _. ...�...e....aw.u.n..,.,.rine..,nnc..,..�17�.�-r,.M.•-n«..•nrar.,M,u�.»v,w.r/.pM�.+..,... :BMs.MAS 'w.xr...,w.uyxr..,.....w�.«vsv+4.,a..•..:.,e�,Nnw,wv,va,.n„r�.„„H . _ - ... - ,."n^d.lrxfl...•w .,... err-yrw.. N 9+w�vxlYhMR1FRltlM.!•M.,wMi14MMMA73M'n�s4 I KEYNOTES 04~ rL*AL* Rr ---� Dae cioGROUND �r alu 044►IO.G _1eLIT FACE 0,Lj - VmD SIDING I ALIO! NMI HKTALS -� 05500A ,JNA6840AW S 0ssmc OVEWFAD DOOR FRAMe 1 4)75b".115 LOADWB DOCK NoS64G Flow T FD Q TOP OF MSMD 50L.1-AND Obb"E STEEL PIPE fkA1L1N:.../w.414AL..4_b ADD PLAtTIc 0610OA 61f4THMG PLl wo 4C'6100a 5ULLDNG PAPER 06100.0 CONSTRUCTIONNE PAL 06100.0 bEL.F-AD«4ERING PLEX15LE FLAB.-MG 062VVZ LJ•'tSER SIDING _ I 06200A EXTERIOR WOOD 184.1 0620tt'G erTERIOR WOOD TRIM s - _` �_� 062PJ0.7 PLf WOOV SIDING s z�, ✓r 2X6 NEM DOUG FIR SLAT, TYP -- - cl:0A R-11 BATT IN5,JLATI(2N 4TIOIElO TwwwwL. 4 mmiu t PIROTacnm i AUOi 012th.: R-ts ISATT NbULAT1ON 1W 6-,-F-FACW, -�-- O'2'OD R-19 541"r Orf%JLATIQ„ 0-210D PWCW /LF-OR R£TAIitDANT FACE OF BUILDING BEYOND 0151:.4-C INA ab 5.1`141!r, 1 01511L BUILT-LAM ROOF SYSTEM 4 --"-� - 2X4 STEEL TUBE FRAME, TYP j I s�511E 041( STRP - �T O'51'F 'ttAiFIC PAD FACE OF SH,PLAP SIDING, TYP MIGN TOPl��X6I WITH 0,51 ca 47 Dear E F"k )TE- . � S -fL,C, DEVICE P�,TFcTrrE CAP SII EASE FLAb..NG•1EMBOANE -- p m,boOA coPNG A. DETAIL AT HEAD VEOD TRIM, TYP RECESS, TYP4L'6tDtG5 PARAPET u, nc„ ; : e ¢T,,,G 3• = 1'-O” E'b CCC "60 F.AAkfw1&i TRANWINDLN FRAM, TYP -. — - 0,6100,uti� SDI D 01600E C)NDV;:TOR•4E4G — •� 01600'.+ GI.N OR LT bTRAinE 2X6 NOM VMD SLAT, TYP C;6= k"bb,CNEo 1_112CA R.'YJF..LTC.. WOOD SIDING - C.ca SAFETT Poe+ r C�'90'.0 BACK 14 R:7J L 090'7 2X4 STEEL IUBL FRAME, EYP -' - ExPAN6..T,F'_LER tDrWOp DOOM MID t4111DG11A ✓p"'L EXTER,OR.I DOORFRA-rc CB::.: EA'Et21011t WOGfi DOOR Ott _000, DOOR 0036 L bEOT 7►.A. O._tt++EAv ;i00R D. DETAIL ELEVATION 0"V_x. 4-A_.mNL�'•' ErTRANCE .-Grp PLYWOOD SUBSiRAT[ 06A OD 6TOREF•KC:.'FRA,I%r.6,6'E•- - 06S.OA A.j'q•Nr - = 0"0C:. GEAR NbuLA•41G G_.L56 .l.." 6CNT STEEL ANGLE BEiOV OE/100 PNMT" C!220A 64TEIt-111E447,4N' MOIURIER 1992205 -AT-41 002220S ACCE6650OR E5 09:20:. G-O RT6AND CE-TNT PLASTER 2X6 NDM DOl1G FIR SLAT, TYP 09:55A STEEL C.IILNG 1;fWI545 If99:555 9'EEL WAS:FRA11446 09253: GTt•61 o 5cAR: FACE IF -4-E L::55sti '4£6 CA— E►OARfi BUILDING \ 4^9:"IE sar.� :9L•'6 C16-a1: Q.DMER B:.6E _ 1 Yp~ SPECI.kT" OtDOC L 5 a.-'- .•;R-+G G-:'E :b6E"0.• B. DETAIL AT JAMB 0000 c: A��aR _-6E �A%ff_ S�rS I ------ -- - � _-,--- ------ OC'OCL FCtE Er'n.G-6..ER t i. _- -- -- -- --- --- C:65A FRP IMM TOILIT ACCMMOPMS "Er-41%'CAL DOCK -Evf-ENR ?X4 STEEL TUBE IRAN[, IYP I 2X6 NEM U[lUG i;k' S(_A1 iYp f ACE [I BUIL D1NL BEYUND I , R4EDB T MEMBERS, AL , YP 8[NI Slff; ANOti, Vi C 1I1 ST[E( IRAMT, IYP x, per, AR SEAL OR EXTERN? USE, TYP 04 TUBE STEEL FRMS, SEALED, TYP 12'-3' C. SECTION AT SLAT E. CANOPY PLAN 1/4' = 1--0- D1 --0"D1 ENTRY CANOPY DETAILS SCALE VARIES THE ABOVE DETAILS ARE FROM JENSON & MACY DWG.: A5.2, 'POPPYBOX GARDENS - TIGARD', DATED 1-11-00 LGALV ' GALV. STEEL EYE EXTERIOR CLADDING (VARIES) ECORR FIBERGLASS SHEET BEHIND PLATE BAWP:, ALL SIDESMAINTAIN S;wSON A34 AN(,<[ CLIP, zz �� SIDING 1X(T.SUSE�TYP�' SEALED FOR �e,Ilx!(ixl/ EA36 STEEL STEEL UFr1M, ErE 52EMBEDH"IN KVIK II POLI wPERMIT SET Ap�Y G1UT_KING TO BACK I)F MARCH 22. 2000 SECTION AT SEAM s- PLATE PR TO MO1NT'G -- -------CAULK ALL JOINTS 75 T,fflD SARE STEEL r1 YcI11N 1$BLICKMG AS KQUiRED 11 112' �_, � _�,., c-- .-� , , ,, 2z2 STEEL TUBE, SEALED __ 3XBX I/2' A36 (MIN) STEEL FOR EXT. USE, TYP NMI NG PLATE E C� 5- 4' 2' 3'"�' �' I/ - - 2X3X7 GA STT;EL TUBE 1/8' 70 �� C1. 2X3 SIE TUBE, SEALED -- -- -+ RADIUS FILLE 11Ei_D IILL SIDES, mcm F EXT. LISE, IYP t Tyr' -yy ,.E � V4' STEEL MUTING PLATE --� '- i 1-�' S' -1,1%E'' (2) VI/2' DIA HILT.-K& 11 FIT., ► R C M I T E C T S _ F5-B V/ 5 EMBED MR 4b � " - FACE DF BUILDING A702 A PROFESSIONAL CORPORATION TYP. BASE CONNECTION ® WALL 1022 SOUTHWEtiT SALMON SUITE 350 --� -- A CANOPY TYP. WALL B CANOPY @TYP. WALL PORTLAND. OREGON 9/'205-2..7 USA till TELEPNOME 503 222 SPS? FAX 503 241 1514 C. . . / PLAN AT __ __ _ . _._____..__.____ _ ____ — FASTEN PER MFG'S INSTRl1CTID1 5/8' DIA A301 NUT ,,I1RR FI .RGI S AM 0I� SIDING GORNE� :�:�' .._ - . P E 1 G a Lv. E 1 __ �_ --- METAL SIDING D I��G DETAILS �-� F i;AMnPr a �,AT/ "��I �_/ �� r � GIY.v srm luB�e •� � F e D per+ p� ` T[J TTf)N EXIEND T8M%& TO _ • --- — �i.._�_ � IN(R1U S1EElr rE, ( 1/? A307 BOLT, 5' EMBED Pwoircr C STEEL RAM AS TYP — __--.!��.___-- �; ' 3 =1 -0 SIOVII, i rRN4SUI, 1 --'- , U`-`f-=�=-•1., MIN, TYP TIGARD I NTER . GAIV STEEL EYE 3XBX / A36 MIN STEEL TU --- - �1 Ma ,.(1IM 'PLATE 6;ft1 . T R I A N G L E ELEv A 301 STEEL Ran, BENZI' KTW, SCREWS r4. Fs� o A102 REMBOLQ PROPERTIES, LLC - PATCH AND MAINTAIN SHEET WATfRPMDC BEHIND i u?rwu GA GALV srE1=l PLA E Ue A36 MM STILL PLAT Y ARIA I WT HACK � TIGARD, OREGON — - - -- PLIA- 4 �._,. 207 EIA OIIN 45 YIELD fC, lK All OMTS I , --- -- - - -� ,';11STRENGTH) STEEL T TYP - �- - -- -- - T I TUBE, A 307 STEEL ROD, BEN1, 4'-9 I1/16' VAIgES VARIES -- PMLNCT NO. . 4901 5 112 SELF TAPPD�, GALV. - � 1 . Vt , PAa Pa „EARNS 22,A702-DET.DWO �-��1ETM SECIDJI 1� T�1 BOLT, S LMBED taAr.. hAAficN 22, 2000 • Mvslo" OSA T.. Tm. C CANOPY @WOOD SLAT/TRANSOM D CANOPY ® RECESSED DOOR PLAN C FRAMING CONNECTIONS D CONNECTIONS A DOOR/TRANSOM F2 CANOPY SECTIONS F4 DRAWING TITLE F5 CANOPY DETAILS • 1/2 '=V-0 3 4 = 1 -0 1 1/2"=V-0" THE ABOVE DETAILS ARE -OM JENSON 43 MACY DWG.: A5.1, 'POPPYBOX GARDENS - TIGARD'. DATED 3-21-00 THE ABOVE DETAILS ARE FROM JENSON Z MACY CWC.: A5.1, 'POPPYBOX GA!;DENS - TIGARD', DATED 3-21-00 TILE ABOVE DETAILS ARE FROM JENSON 3 MACY DWG.: A5.1, 'POPPYBOX GARDENS - TIGARD'. DATED 3-21-00 4MMr rrR/ X EXTERIOR IP DETAILS A702 7275 SW Dartumuth Str SUP 2000-00101 21 of 44 LEGIBILITY STRIP `mo 1 2 3 a rm 5 8 7 A 9 10 11 12 13 14 18 17 IA 19 2l6 21 22 23 24 25 29 27 28 29 30 •i ;i C D 11111 1111111 1A11twI 111111111111 1,W11[1111111 11 1 ZI 11 OI E NOW e1J1 of 1 %30 4 q I,I.I,I.,LI_oz p oil Now 1�1LLL1.0 -', +a KEYNOTES WOW MAMMY "WA &-%OkoT► FACE cm, "icz GROUND FACE cm DYKE SPLIT FACE O-W HINTLk4Ab61C++ED Ob*"JB LOAD"G DOCK NGtbiNu CSSLIC--: E3OLI.ARD eS9WE 6TEE. I P RAI_K.S/+..W4C4 t.:_b 06MO 610166 mi'V PLAO"C C6'"A "AlwNC."LYLAoOD ob"J5 EA:.LDNCr PAPER 06 ocC C.G7v6TF6.CT ON PANEL 3 06OC SE_F-A,^..•IERw43 FLEXIC.E FLA&a4a 006200,._ Rrri ExTE .O61000 't" 0620CC L.lwit 6:)11401 9)62COL ItiTER101R,.K T"i 06:0CL) r'_'.BOG 31DNG W%RW riNDIA L 4 M."7w E 11160yucy QI i D-1210A IR-I!LSAT- f466LA-k)H r C-2 CD IQ-m DAT" 416 TIpt O't210C R-Tt dN6.LATCN W'r►41TE F,ACsqj O12WD Will; VAPOR WrA11tG:.0 C'f1'A-c P.4"*Nm Ziblul awLT-UP l'xOF bT6Tf" D'VIN CAW bTWP C`Srs TRA/FIC PAD I"516 SOMP06-TION■_A6.wm C-S"_ S-IRX' DE VCE PROTECTIJE CAP Z'60Cs _.rlw o-6009 PARR LT W..'. WV"r.a 0'b CCC be 0'A&"NG S Z-bCOD 5r__4ppER C'60CE Jv b61rs4D 2-b OCG cO<J+6PTOtlT J'-600- DOWvSPQ b'11ZA1rER 0-(P"-. 1.A66 CSD b"A ZICAW�T EMQi.UKt' - :Cr QOGp "T[.. ,v0 202" bAft r, POET C'9C 1 ELA6TOr^ER G SE.L, .NT C-Se'.^ ea-CirER ROD C-Y S EiePtV6 O\a,_LER otaw/100 Doom*PC W"14 00"A cX'ER'OR..`•1 DC►71R.FR.L1'E 6:':.: E+�TErI�OR IAOD DOOR co::B \'ER'Olt_Co-�DOOR COUP : SES'__KA6 OIEAi[AD DOOR -&A CA 4-Jr,I-J"1N1R.GNCE :COR Z6-:CB 51--)RETRONT POW".1hes 6�61E_ 0652C4 ._J- %*-- 06 C660C:_ _E :R %4b._4TING 0_AS6 J." ON~ fw/MEC C_::Z_ .:-ER-QE166'AN' 5.ORE* Mcn `-Q C19::C L :.c SEbb"E5 ry::C.. �'_LN; GE•gEt„T ►_._!'EQ ?."SS: 6-EE- SE-%ems 'x:554 5'=E_ ..:... �R.L`•'•!a •.o_1_1c 50.x.: GL-•5 MNO WwLft.TM ' fn.ti:C= oi5'EQ t8E e•=1L C C GREW .--lei-5-E Q f.69= C Qe IpM TOILET AC=g$@op S mom EQUWT'1IW DOOR SCHEDULE — BUILDINGS 'A' do 'C' ►VVE me rhe\S-E= 2,95 •- „•.:\ Af 5-DG A it- - . -- •-- ----- -- __.� ____—-- ---_- __.__-- 01 ru CC uj "' k r '.•r� �. j•, _-y-:r��:.ea e�i��__---__ _ ___ PERMIT S; E T •� '� cr 3G t C- ..CLC �- r w .. _�_ ..____.__- --- —�____ -- —•J. '`.-S .1-c _ 'C �,. • ,.••! 3MARCH 27. -OOG A B 0 D DOOR TYPES BUILDINGS 'A' do 'C' "� -- ARCHITECTS DJ A �0401`1`9t ONAI, COAPOP'ATION 1022 SOUTHWEST SALIN SUITE 250 PORTLANO, OREGON 97205-2447 USA 'E.SPICK 503 222 S7S7 FAX W3 24: TS14 T t FRAME TYPES BUILDINGS 'A' 'C' T I A R d TRIANGLE aZ DOOR & FRAME. TYPES 1/4"=1 -0 REMBOLD PROPERTIES. LLC -- -f-- f - 3• 3 i' 3-2' . , Q � TItARD. OREGON I � � swawer Nr►. 90015 e Sim I *,, I CZ D2�--JN 'I 5 a I Pu ra. . 99015 Ae01 17ETAILS.DWG € —__ J wr6' b1ARCH 22. 2000 D2 I OWYAP W DAT,. Tmv, mcm I. BLDG. A Ar C. 11. BLDG. A F2 III. BLDG. C. �i71 IV, BLDG. A. NOTES A ISI D 6V N;i K. elf F � STOR FRONT TYPES SCHEDULES v�rj _ _ BDLG. A & C 1 •RtIr..R. A 8 O 1 7275 SW Dartmouth Str BLIP 2000.00101 24 of 1/ LEGIBILITY STRIP 8 9 O If 2 3 d C 1'7 It3 9 20 21 22 23 24 25 26 27 29 29 3C 08 CD --.. I�JaJ�i�.tla1►it 11. 1 Id 11111I�IIL.l�tll I I �1i111'lit�liliiil�ill�ltl�l�l�wlu[�1�1►1L11111ti ti1�ia1G1�1111J1t�;�l►�i1,11111111��w�lllt��,""'0 'OLP r PT KEYNOTES 04~ HAWNRY 0A"A 5M00TN FACE C:M 048iZa GROUND FACE Cr1U 014"C 8PL'T FACE CMU AOta10 P�TALb 05500A JNAb6K•NtU 065CCa LCADMG DOCK'NOSNCa 0"".0 O'V`ERHEAD DOOR FRAME 05500D BOLLARD 055100.E 6TEEL PIPE RAIL:NCAB.'aa.ANDRAILB 016 0 YIOC+D AND FLA&TiG 06100'. b.+EATNO•L.PLTL'OOp 061000 BUILDIPG PAPER Ob;00G CONbTR1yCTICN PANEL 06,00D 6E�F-AOIIEQWa F"EXIBLE FL"bwlI ,G 06:00.<. EXTERIOR WOOD TRR t 06200.15 LUMCER 61DING 062000 INTERIOR WOOL' TRIM 0620CD PLYlLI00D 64DNC'• 0'1091{ TwwwiAL, •t'YD Tun PIftpTaCTIGN 0-210A R-11 SATT INIDULATION 01121025 R-? BATT 1N5ULATION 01210.0 R-10 BATT NGULATiON W/W tTE FACING 07210D RENT VAPOR RETARDANT C151!A-C JNA"<ANED O'S"D BUILT-JP ROOF 6Y6TErt C-511E SANT 6TRIP T 01511F -RAFFIC PAA O'Sil G S0MP06 T1p,1 FLA5.4NG 015'I�» 6TRLCT DEVISE P7R0'ECT�VE :AP 01511. BAi'iE FLA6.ING"E118RANE 0160¢A CO•'NG 0-60OZ PARAPET WALL 6K,RTrNra O'6O0.0 I libC FL4.6141NG 01b00D 6CJ104NER `--b` b 0' - •b C1600E UNA5641NED O''bOOF CO►,.OXTOR-+EAR C'bOCG OU DOWN&PT �a-"; •-E: 'C 01600.4 DOLIN6POUT STRAINER r.`5-c;✓Cot'�'�:a O'bOEJ J'rA6dK>F•iEG 0! I 1600K DOUNbPAIT BRACKET -7_2CA ROOF r, :'•b' �,' b-0' 2 - -b-c''- -- / I 3'-,-- 4, . 4 - 9O0"1209 5Ar-E'i' 0-+06- l 'A E49'OME EA 6EALANT 5 5' 0LIANT '90 C 54CXE R ROD O'9OID E eWAN 'C N FILLER I I I I i I I ' pM0 C0CM AND SOCNO 6 I 1 I I CBI"A EXTERIOR wr DOORA RAME O8:'1a: Ex'ER,OR tu�GOOK OB212TERIOR W ') DOOR ' 0B360:21;.5 NW&ECTIONAL OvOEQwEAD DOOR I I I 1 _.. ,• �I I 06410A LMNU'!ETv'RANIZE DOOR II i I U I L - 1 ~ -"-� /-�-'-- �- A-- _ - I 5 -C' OB»; H TORINIe Uj FRAI'1NG 6'StE!- I , / ------- / GIBS:CL A„-UI`I1ACl"W'NDOW _ •_•,1'-x•11•- - -1--�-"- �---, .-.,... 92C..E L.R 1N6l.LATING GLAb6 X11+ %-�- 090 PW6►!1 h I "" i I� T ar-i- r -- 09720-- -A-!R-RE SISTA.%- 0,4RRIER b, I I I I I 02CH La' E 09220L _SSE5650R EE DOOR I m i I '^ I < > F a ?�y p ypR , �� 1 VW:0D O4'_AN GE"IEN' ,A6'FIR 5CwwU.E IN I I i Fal I cr:55 J 6-EE. 4,�. -NGS - VW" T I r ~I t } rl %•I r l C'9265D -,L ER!EB G''P - I I I MbSE bCJ,, DA-'5 L - __ - IF 'O• `'3• -� C'96'aA R'JF55ER B,-oE 10000 OPEC7ALTZ& OL 1. 5 C,•-'-CIW.S,R'4i GA-1 :.66E^5! 00002 -:'h LNC-EN_E AND SATgn OOCC. . "'EIt SAGE 2 3 a 5 6 0000-, FX'ERI^@•'•:NEL 5'G•.6 8 C:OCE c RE E>eTNGu-S-ER 11%00TOILET ACC2a!MOIlEi 2 WINDOW TYPES - BUILDING BEGMPTIEW - 1/4"=V-0" ROOM FINISH SCHEDULE - BUILDING ' D G B j''-E -_ ♦ .:BDA/:A•Otib �r- - \ � -\ .. • :0..8•�A.. _E a-;..=_ .a`� . �'�5. o� SEA-E= rONSRE'E = V:\: 5-:\^=: 5 3-cr- ✓.. / • \ "ED.. 5RCC'o\'S- °CR':E: >r 5'_:� GCRE -`- Itt/h-?• GO\G . • BE•:.E: GC\':RE'E 0-_`j_ oy\E..S /S •✓\`_ GJ'o05'Jti _E 1I +, I 9"GD'- \f�- . 0,,.:.F4` _E ✓.. . :\`_ .,-__ GOER\G fi ✓� ;I; ✓r �" 08: JB Go' . Gt Rte[' .G • . ul . E--- ul _. _� ILLU' Exp • ExeaDb!D RGOC 5'R„C-.rcE "CD 111 IU LL' �•c • /,�•erJ': DC:.R. '1) •1) In - F G - f DOOR TYPES BUILDING 'B' _ . '• . = . b _-__-. ----� -----_------____---- 5.:.-E9 �_CO4 G�a .. '- - 51 o 5`w _ E1w - �� s2T03`0- E/e µ=SC _ -9=-EB E.004 �`i° �'3`s ' 3.0. G`R E/R I ---- •--EE•113 R.,-� :�e'r.:.ES R.00R awn �-- a* EXe CC%C C -E GC'=EE DGR - 9`A 40te1-0 als" Glp G ^' Its -- - -- -_ - G`a GKV flow, CON: me __•__ -- 544E•. aOOW G`P ! !,I•e ' G.a Erp' GON^. _ _ RD W ul ul .Ca GC�2 GCR, G`•e ,� -• ,'-v G.o; G•P ' _ GG\G 40 -. n n 'i � C5__ ...G""Eh a-'O'___. T'R .Y. • ,ti lr ,o .. ^- C .Re ft4tw .4--- ----C..,___._ -- cc "E\b 'O',.E• G`a wGvp G.•e I awe G.-e GONG�wa �R°W:\5C0'I0�, --- q-, PERIVIV SET MARCH 22. 2000 GA GB GC GD _ GATE TYPES BUILDING 'B' - DOOM SCHEDULE - BUILDING 'B' -.. .- :.BeRE/A-c\5 �! R C H I T E C T :�s - A . A"."\:' 351 • 3.:-,/.,P :EG VEE. cc • cQcr.\&-E7- E3 -=_D 70 70 E3 D3 Ca:': E3 D3 r- �a . 4 NCZ,:F_ 1,_- .r• . -o_��. ��•.:_ 5 • ' S e r L �_- r' b~ 7D 7D ;:�- 70 • itQ `E E` • G_i '\ 1 G_.:35 "¢ • 'r'N.+F.:'.'+QE S. 5C CFE .+ b E3 a / s ct_ sr4-s p s�� _ s u 3-"s cA . G_E.Q .\c� " . A PROFESSIONAL E•A- 5':• CORPORAT IC N -1 (Y �"' •r _r E3 �- -� _._ E3 P L' - C► • G-ESR a_•S5M- e • eL-'v'= --_----- --- --.- Q.:\Sc:.QE\' °\5- 1022 SOUTHWEST SALMON SUITE 351) 7D `� 7D 3 7D -5 - T!a E+ocIFFD 3_:55 A s PORTLAn D OREGON 91 205 2441 US E3 7D d - 'ElE►HONE 503 222 570 FAX 503 241 1514 r; E3 E3 n p •�•Qc -'=E DOOR DOOR ly �I I s -- -- - -- - - - - -- l.1 WID`I-+ 14E G.•IT• E LL -- 3. @ LUMBER SIDING 4. @ PLYWOOD SIDING 5. @ CEMENT PLASTER u "`--`-- --' •MCT ' 201-1 E ; 3 b'-C1 ®' T uJD T 4 -. TG - -v 201-2 E 3 b'-G �•'-0' T TTS -- TG PIOUER ASSISTED `�-�'A , 1 Lr� 2V 3NGT UND �- 'TRIANGLE i / DOR D" ... GCQ ,'h Ori pf!•t, Lp OQ Z®1-4 E 3 6'-O" 1'-0' D T- - T 4 -- TC+ - - E - 201-5 E 3 b'-0,. 1.-0' T T 4 T[,1 - _ _- REMBOLD PROPERTIES. LLC -�- ----- -�I-- �- - _ 201-6 E 3 6'-0" �'-E' T T- �- TS jI 3 1 201-1 E b b'-0.. ",•0, T T 4 * - 5 OwE1F A5515'ED - - - a I I 70 D3 D3 ( D3 201-8 E 4 b'-0" _©' T u,'D r - T� - - 08212A 201-1 E 5 6'-0" 1. T T 4 r� 4 I I pI I I p I -4' -- 201-10 1 3.0'. 1'•0' T T --1,- -- T' -- ---- -.. 201-It E 1 b'-O" 1'-0' 7 T '5 'G II TG E3 201.12 E 5 b'-®" ,'•�,. T T 4 TG TIQARD. OREGON E3 p E3 p E3 E3 I 201.13E 9 6. 0.. 1'-0' T LID t " 4 'G ---- -- - - 201-14 E 9 3'-O" �'-0' T T '1 'G - S J - _ 201-I5 -• -- !'-O" 4'•i0' P!f P/T b VERIFY DOOR WEIGI.IT _-- 011.6 No 99013 /�02_-dELVW_ICMEO.DWQ 201-I6 - '- 3-0" 4'-10' 1p P/TUD P!T b - -. VERIFY' DOOR HEIGHT DAM. MARCI.1 22, 2000 6. @ PLYWOOD SIDING 7. @ CEMENT PLASTER 8. @ GYP. BD. 9. 202-1 - NOT USED OWVOAWV M t 203-1 F 9 3'-0" 1'-0" T !D T 1 TO FRAME & SIDELIGHT TYPES BUILDINGS 'B' NOT USED --^- - m 205-1 G ! 3'-0" 1'-0" T T E2 DOOR & FRAME TYPES -- BUILDING B '-I G e 3'-0' 1-0" T - T_- g ----- 174"= --- - -- - -- --- - - i 4 =V -0 �� _0-1 G Ib'-O" 1'-0" a 10_ .- -- ROLLMfa GATE ASSET'SLf G-2 G b'-0" 1'-0" ROLL NO CRATE .455E1g5L*r -- -2_ _. - g G-3 _ - -- - - - NOT UbED rl: G-4-1 3'-0" 1'-0" 38 - G6 11 C14AN LINC_GATE-ZS SEMBLY, ��I L S A N D r G-4.2 1'-O" 1'-O" "S -_ 03 f2 -- CHAIN LW GATE A55E1"!Blr,y RIRY DO.811M _-- • K' �i-4-3 3'-0' 1'-0" V CI-IAIN LW GATE ASSEMBLT',VERrY DO.SIZE SCHEDULES k �� • • -G-S 15'-0• 61-01 - - - 17 ROLLMGChATEA EMBLY - _--- BLDG. *As"NA Jill �- • 7275 SW Dartmouth SIT. SUP 2000-00101 25 of 44 1 CM nlil, l l,llli,� ll, i lii '.,i n I 'II�IIIIIIIIIIUIIli1111111IIII111111IIIIIIIIIIIIIIIIIIIIIIIIIIICII LEGIBILITY STRIP o a 3 a s s e a 10 11 12 13 14 1'6 17 le 19 20 21 22 23 24 25 28 29 2!1 29 30 ' pmm.1 cm MCM V1 I � CD OI 1 ' a lot ..I t ( LP ------------- I --_ - I r _ • E• i _� - i _ i / / f OF =;i k W Al CRNR. DR. JAMB @ 06200.8 SIDING A2 CRNR.I—onWDW. JAMB @ 06200,8 SIDING A3 WINDOW_ SILL DOOR HEAD -- - - j j I l i __...`_IDAM Pat =cc •_ .-- i I O+at9 C?J\ c•E_ _t - � L� E' � _�..� r = I � �� •di AMG, fir.!-_ - _ cw5cC P _ W=ro Pwrc swap 1 C ti" -a` I _ -_ ate`.'^« I - -t"= 'Cz✓- 5, 17:is :5kg E4 - c:. .. _ �� .'�� -_� =-= -- - _ - - - 01� T►l�14L t"'tO��tJ!�'tC'14CTY7�. r-Cr 111.It5-. CI•. ci a •.s - _C tee •. 3:C !- C- •• . _ RE'3 .1-�•�eit VIF- �.:\' B� CRNR. DR. JAMB @ 06200.D SIDING B2 CRNR. WDW. JAMB @ 06200.D SIDING B3 DBL. WINDOW JAMB B4 WINDOW FLASHING DETAiL " `�_ _ == _ 3 = 1 -0 _ 3 =1 -0 3 NTS _ `" - "�•�` `_e-�- � _ 5R rti _TrTrI _ _ - - s•' ' -"No!. �F ass" DOOM IMO 04DOf C 1 CRNR. DR. JAMB @ 09220.1) SIDING C2 CRNR. WDW. JAMB @ 09220.1) SIDING C3 DOOR - SIDELIGHT JAMB C4 DISPLAY DOOR JAMB (HEAD SIM.) C5 DISPLAY WINDOW HEAD 3y i ro; �- 3"=1 -0 / , 3 =1 -0 3 =1 0 3 =1 -0 3w=I I i --� `� • �� _-"F,r -r e-5 -v., _ _ _ G:_r .. - _ j..- wr . w'u s _a cam...•.J CA .. �./ Vii•It:: a_ Vq ! —C 71 r _.... _ - __.-= - _.... _ _ _ _ 1 � _. , ..-_ -... - __ C-.r r. .:�t•C- f..-y.JE moi' ��SE zccc Im 1 I I t �- 1-15 .�GLf e� Ei�.j�!reV Cc i I I 'OiL' I I I -___- _ E � I - t� EfiM�!!► I � Dl DOOR. JAMB @ 09220.1) SIDING DZ WINDOW JAMB ® 09220.1) SIDING 1)3 WINDOW SILL 1) 4 DISPLAY DOOR SILL 1)5 DISPLAY WINDOW SILL ; PERMIT SET 3 -t -0 3"=l _0D 6 W ALL SECTION ® DISPLAY WDW. ; ,��Ry� 3"=1 -0 3 =1 -0 3w=1 -0 1 /2 =1 -0 �_ 22. Zcc. , - �- I ( I EX—ER 1 , _- I I I r , .- _—_ •i =.1 vim_ `..'�J E ..?. - -G a __ ^` - ice. _ �--- �-` - ` �e • i.cc & _ cc �_ -� =- - - _--- - - -_� - A R C H i T E C T S e n- - _ ! _ E _n- _-e - --• E- __ �( .,J _. A n.aC�E��C'tia� COpp�V��Cti `!% Sou .�ESSA-look X72 - ' S.^E 7S0 ' OeltE i.7M S72fl3-2441 VSA f -E_eP'+OME Sp 227 VV rAt:G,.^7 2e• 7Sle El WALL SILL @ 09220.D E2 WALL SILL ® 06200.B (06200.D SIM ) E3 DOOR SIDELIGHT SILL E4 WINDOW HEADE5 RECESSED WDW SIDEWALL FLASH'G 3-=V-0 3 -0 3 =1 -0 3 =, -0 3 =, -o TIGARD TRIANGLE s_ s1, Y _ -__ _ - r - - `Y _ REMBCID PROPERTIES LLC TIGARD. OREGON E b e ---- -Z.-- -- - --- - i '!. , �� /alut 9901' A803_OET/Nrr3.OM1C �--�` / :�.rc _.Ya 3•-YC.=Z'-i - _ o ---, _- M1!• MARCH 22. 2000 F3 LAP SIDING OUTSIDE CRNR. F4 RECESSED WINDOW SILL F5 RECESSED WDW ROOF EDGE F5 RECESSED WINDOW 3 =1 -0 3 =1 -0 3 =1 -0 t>Nr"T" { f � DETAILS - BUILDING, B w ' 1E6191L1?Y 57RI1' - � _ _ yj a _ A L* sc- _. L 2 L: 2 22 C: 24 2E 2E 2 CDtit rMt w- t' %y • � w o 978 ��• ta..._ AIM 1 t / •> . I - - ---�3 I L ' I —'rpt � '�' - -� - - _ '_/-��. _ �---� - ---�- I �✓ 1 V +� 1 111 '~ • - . - _ —t•.- _t- - 1• ~--^---�1 __ _—.,r_. `ti t"Mmr 77 �- �- - - ► 19-9r t -r A -f_. : - BUILDING _( � �_,_• I � 4�J___ _ _ 4 I i I B ILDIG -A - �•+, i - -� - - i I 51* ! =1: —�`�......."— 1 -7 '1ITI1 I� I I I I . 1 1 , �' � -:"_'. _ _.�_ –_ _ — — iL��..JJ :w'iR f:• cN w�!.rU 1u>r..�w:.W. _ GARD L7. TRIANGLE • / REMBOLD COMPANIES LF I • PORTLAND. OREGON! 1 .S, =le ti0 54••_ Vs wQ n.It *A&pc-• �r;0•e/ -s :OflO�t••a / •s[. e GEOMETRY AND f DIMENSION PLAN 0 7 ..o... C 1 O O Lp CD :30 OIL: u . o,wr...w«wly��. esMw mn.4M++u+wlxtnw�w,w*w*wi..a.•,..,».nw..w..e..�.n...�.-„-._ '.waY�4M}u"dp _._ ........,.,. ....,.. .. .. +FM� +• uwewrMrwM�+� 1mLi E.a�r- i G?a11111C• SC LF IN FEFT 44 j � I 1 � 1 I 1 � I \ � I F F=205 96 LIA EF BL*!LDING 'C F F=207 96 '` t ley . �� 1 `� r• , '�� ,A. � ��'• � 64 qo J c ;Rp, g 2�6— ti- { t•--�-�-1 --�,�, �•- - , .�.tr�.��;--�J r..-•ll- '. i I I �, e'�;`, ; .eAi' "y't \ ' j IL --_�' —�— 1 `S .mom F F=211.00 ` :Cr 32 05 �` - , ,' r a v I ��' 1 � � 1 t 1 Al�l1A eRAP%*"I'�WO INC. ------- z 1 i - •]trt.at�►f�/4y.li7R+'1rt r_ —A t_. .. CCVA.r K•:! FU fC}-41 4. \` 1 f 1 .1 •-•, l— TIGARD C✓CKECr �} aq�.� .,T--wT - r ` : L _ ACS =C^ r'$ -- - _.-.-_ _ —. 4.._a�.w _ _ Z. — ._ {' _ T, AI�l � LE REMBOL_D COMPANIES PORTLAND, OREGON ' _- - - -- - -- _ - ____. 1 -_ •-. _ .—._ _ a•1� ..n-1 �`• 111. ' Pat 0C- 4r. 9PJ1b (A£ Soy—a%•) 547+oftAC.i•,*G 0. 2000 C qr IS-0144 10A moc"'raw v EROSION EROSION CONTROL MEASURES WILL BE INSTALLED IN STRICT ACCORDANCE WITH THE CITY OF TIGARD AND USA STANDARDS. TYPICAL MEASURES WILL INCLUDE THE USE OF INLET BARRIER PROTECTION A- ALL NEW AREA DRAINS. 'AFJD AT ALL EkSTING GRADING PLAN 1=0 CATCH BASINS WITHIN THE IMMEDIATE LIMITS OF CONSTRUCTION. 1Aer E T Lt,10 �.T�. C 2 0 C p 1 c-1 at LEGIBILITY STRIP n 9 r_ 3 Ii Z 9 9 2_ 2 22 23 24 2. 2= 2- z= CD i. I ' I + � 1 I � I i OL - '• �'�n-,.,,,.,....nw•nr:.,.,,....,.e,-.arlMYlllr•r _ - «.+..«..,+r.orasnurww..eaw.+aw. ... . MM '!"*�^""'•+^w«..+vmw�w«..e.nr.r.+e..•�+•..... ,.,wrr+Rw..e..•.r....e......wa.•..w•...w.w�...•.rw•...ws... ... .... . _ .era _ .loop low "NoNtoIRr. °4 �I �'1MSt I r I I I ' ' e _ ': ♦t�tyF ;'�aRF '� ER`T:X' LE OLOOPS - I I ; EROSION CONTROL NOTES GRAVEL CONSTRUCTION_ENTRANCE - - FRONT VIEW NOT TO SCALE - s'. ' • a•, I VI NOTES. � - .• .. �. :.� � � � .. �• TOP Vlrr W _ Nil -•'� .:� SEDIMENT FENCE NOT TO SCALE SED MEb'T �''• FENCE t r, CONS TRUC TION/ HT9 a ENTRANCE t3 C SEDIMENT FENCE NOTES _. - -� w Li-� ; GRAVE!- AND WIRE MESH \ \ 10L �C E CB ,SAGS \ E',� To Er,� - _ INLET BARRIER -- - — NOT TO SCALE D BLOCK and GRAVEL_ INLET BARRIER a NOT TO SCALE -- I - I ALPHA EhK7QVtB UNG INC. _ �� ru.vie..urrturrerrr •txrltc• •c�e+rrnu, rp—t %i ua Biqa.rAx wt-4u Am --_-- -- - � ?uu"r't- n'trt 2" aeon�9 out rottuNn oN ru! CATCH BASIN AREA-DRAIN TIGARD TRIANGLE LEGEND 1-- L A REM13OLD COMPANIES ocXXoocXDl o SEDIMENT FENCE PLAN VIEW Q INLET BARRIER u■ STRAW, OR B10FILTER BAGS PORTLAND, OREGON �- PLAN Oqo JECr ma {0^ - �� . "OLE NO •J - y:: DA TF y 31 SECTION A - /1. AFvri:?ti! On TE Dos Coto FAUN ALT RNATEJ1 --- '--1 N07L- SECTION A--A BAGS MAY BE R; , WIT E 'HER F:ETAOD. US'`-' DITCH INLLT 1"x 2" WOOD STAKE$ 09 wr: EQUAL PER sm"r rrrLF ' °�1so OVERLAND FLOW BIOFILTER BAG TEMPORARY BIOFILTER BAGS EROSION C(� N T R Q L _ - ---- ------- NOT TO SCALE NOT TO SCALE PLAN , NOTES A N D QEF. TECHNICA. 1-UiDANCE HANDBCjh. LE1A'L 3-38 sAVE Ha"�GB_:,,K, �;ETA.L 3-7G DETAILS i �1 FEBRUARY 1994 `ARUARY 1944 ^ O sranr era /0 727E SW p � ao,,rh Srr R, v / sup 2(100-00101 ss of 44 .. LEGl8ILTlY STRIP _ 2 3 a 5 6 e s 10 1 J2 13 14 103 11 e 19 20 21 2 23 24 25 28 2 28 29 3C '30 E I I I GI 10I'' ��II''II''II''II'''''''f ''I ��i'��T�� 1''' I1�,�'''I,',I ,I'''''''�,I'I1''' nON� a�i Ot �tIJ�1.lL11111L1Ll�lJll 11.uLdU*LUAU,I.tji�lilallJIWILJ�1.li,LU ILL1LL LLLl �j1 OL' CD -�+ MMIrJ0WA0l0Mlaw+"* m mi ...,swd.reeln v \ i I \ ' I Awl ardow nc II 10 It .I \ 1' r �Au STORM WATER TO BE RO.;rED TO Ex,STINGf. BONN r0 EXIST OF-TENrlON AND TREATMENT PONDS AT NORTFI \ STORM MANHOLE ENp OF EXISTING DEVELOPMENT IE-195 0, FIELD VERFY / \ \ P V N INSTALL r' CONDUIT NIFIRE LINES TO / li SUPPL r POWER 10 TAMPER SWITCHES I 11 Fp w h J � fJ i' f/'s T C o 'O REMAIN\ . G F RE HrpRANI P I V \ C O at \\ ! '� r I I� 8, TAP EXIST ` 1 �0�es F.' 199 e0 y ra IBL T r RE LINE _CONNECT T e 0 Ex�ST / RATE 701tod INSTALL 6J ?• FIELD VEAIFr IE CONTRACTOR TO PROTECT Ex,ST If 110?00 FIRE I. NE N T�kLA-67 FAC. a, SSSf_C!TO Ext T - UNDERDRAIN a STORM DRAIN PIPING FIRE SPRINKLER r / 11 LF 6' DIP 4iTALL e' ( R V / IE+196 7t - tROM DAMAfif DURING CONSTRUCTION RISER - , O Sao 010 FIRE LINE I I BACKFLOW VALVES V, FIELD VERIFY '\-EXPOSE EXISTING UNDERDRAIN PRIOR `,-. CONNECT TO EAIST 1 CONNECT TO EXIST I CONN TO EXIST TO INSTALLING NEW PVC FIELD VEAIFr IE M + I - - - - - - - - F'fLD VERIFY IE 1) [� A F rQ_aVC 2- SO S uB If 10+0 I 4 PERFOAITEO C 0 S0+3 OT FIELD VER,L v o uNDERS,AB DRAIN aI�'T,' J I c INN x1 SEE OETA,L SHEET �F 10+eb � ' 8. F IP 1• - - _ -1-441,.1-? 4' PERF 9OUNOATIO04 _ . e DIP t I FIELD VERIFr DRAIN ITvDI i i a S 0043 C S ,1 IMI 6 4 I / IE 1 20,19 SS STUB GOOF D�� Y `O 5 1 p pi • TRANSFORMER - CONNECT 70 I 'PAD 16' x 61 I I BLDG SEWER CONN TO Al DG WA TEA 160 LF 4" PVC I ' _�._ ---_._ _. _ - • t-- . _- ..` _ ._ _.. I � , O S / 002a I �.1' PERF FOUNOA TION O SD}I o \\ co a6 6 ! CONN TO L'0 '+ ': F.r $ o I ROOF DRAIN , f ?0170 p iNVALL CONDUIT To I WA ER . ME LCCA;L `G ( I IE 1 ?0?6 o v' CONTRAC?r.? TO FIELD VERIFY TRANS PAD yE�xv Ar GOSTRUCTION t 1 ----- -- -- • m DEPT, ,4ND LOCA 7100, OF CONN TO - ♦ "'�" �- ; EXISrMdq U%1TtES PRIOR *o ROOF DRAIN - \�C o SS, I CONS►AUCTION �7'�6 e? 1 � ; yI IE 1 103 30 - , o \161 E Y _ 1' BL.G F l0 6.. PVC v PE a WA E L Na • . 49 L 6" PVC \ I ' HE SPRINKt FR MIN SIC Of l O S 0 017 t 1 .j QISFR I CONNECT TO 16 LF 4" PVC L _ DRAIN PIPE AT I' a S I 0 040 BACs OF I G. C 0 SO4 C O SD3 I 1' _- RETAINING W4; / 0.16 17�M 210 es �0e 0 I — I LEI JOTS! +03 LF 6 PVC IE 104 0 1 4 CONN TO ;. IUSINK-1 1 T " 1Ai ~- •1 COF:hE, 4 O S U Or IE : 108 30 1 I ROOF DRA - TTS'' I I I - PIPE TC' ti'aI, W4. • _ DRAW - -- I. I _. I �~ 1 I CONN TO t rl ..� _ C 0 Soo + I li I I r-4-PVC I / ROOF DRAINS ran-•-." I I I I 1 i ' ; I / •r l I^E^ ;04554 4 P v t 103 09 I' I CONN l0 4 SS-'• I . I I G 1- .. 1-� '_ �-Ytp 4 PV(' ` A - � - -- w � 1 I I � I ! ( _ I S r - I 1" FOOTING DRAIN f : 105 J4 I �'" "��" - -- 3 rl r'vC tRAVSFORMER - ._. -. _ I �$.._ .__ I' V .I - ,5 t _ _ - - - -- - - - - - I I c o sDa fr eo LF a pvc c o so, — PAD le' K 6 1 I I I I _ I a S 001 I 1 RIM ?09 0 I 1 PERFORATED ! I RIrOB 84 L'}J LF 6" PVC U UNDERSLAB DRAIN 2 I I I aS00} ; IE10J54 1 ! 4 r I SEE DETAIL SHEET - aOuL: 0.027 C j -ylj 4"vvC I EN EXIST t 4pNNFC' FND OF EKIS' I > IE 05 34 1 I i I uNDERDRAW Tf) NEW - - - - - - - - - - - - -- - - _ I - r. ! . I I I �� OvC STORM PIoE AS Rf O A vol ( I s I INK I I PLUG AND SEAL EIdO OF ? I 4+vII! CONN To ROOF I I I rt- EXIST UNdERDRAIN AT RIM : ?091 �_ �/ 1 S.A;1, I I 1 ' --�' - ALPHA HNOU IEERINU INC. CONN TO ROOF IE 203 60 t J I ' I OIA!,Mi Ixtrid►111:Rr mrvurM•-t•Nvm+1. � „'I 'PAIN ( POINT QF ADEQUATE COVER -, -- -_ - _ .. cN11 t sn, ,ea Iv.,a.►Al eIn a4f +u1, �' DRAIN ' �• I -- -� - --. .._. —� —— .— — — — — — _ I ' MAYA ![TI �-I'I'I iM +tM It f1AA•POMIAYI'I1N 9:1)' '` 1•/��'/ - :' _----CONNECT TO - I �- - -- - - J ' I WA LR I I > BLDG SEWER I ' -_ _ _ _ y _ -� i IF NEW LNDERDR4IN RE INSTACO U t- I t_ -- - - - --- =� - --- - - ._- - - -- - -__ _ _• 1 - - - - - - r1 :bS� C1W O BSOLp PIPE .� `1---- - - _---- - ,1 d CO LN IE 1079] - - - - -- _ - J - _ - - - - -- -\ �' - - - - -- - - - - N E __ •..-.r... . _ T C - - - - - - - CONN TO CONNECT TO I -- - - ---- 4.. (_1 IN, DRAIN -�_ - -- - - - --- - - - - - - - - - - - - - - - R AAI ROOF DRAIN I `. � ROOF DRAIN STAU ?-If _ r - - - -- - ..._... - - - - - - _ - _ _ - - - - - - - _ IE XI POE r vAVL r — — — — — — �� 3U PIPE THRU,�GH WALL _ _ ` �/If M 4" PERFORATED DRAIN R D W/DRAINAGE FABRIC WPAP AND END Pi.UG If ITYP THIS BLDG.I SEE DETAIL SHEET ' I -TRIANGLE INSTALL t" BACKFLOW REMHOLD COMPANIES PREvE TOR AND VAULT I s nt INS 1ALl 1 WA TER �1 RVICE r EXIS"ING UNDERDRAIN PIPE CONTRACTOR TO b VERI=Y DEPTH AND THEN PROTECT FROM INSTALL t-}/]` WATER ' DAMAGE DURING CONSTRUCTION OR CAP METER A SERVICE s AT POINTS ND TERMINATION AND INSTALL PORTLAND, OREGON D NEW PIPE UNDERDRAIN PER DETAIL PERFORATED PIPE WITH �; DRAIN ROCK SEE ARCH for AND STRUCT SECTIONS oRo✓Ec� No flct, AS }A;' ryA7• "U' 0 IrIE NO , O ' ` OATS - `.AAPL:-I ft• 7C,:3C ar VR REVI/IOM! DA rF O1ltR�TIOM, • _CONN TO EXIST }2" WATER • UTILITY PLAN I 1 C 4 0D W ,� n 7275 SW DORmouth Str 4 SUP 2000-00101 30 of cm i LEGIBILITY STRIP o 1 2 3 a g e b s 0 11 1'2 13 lA le 17 i., 19 20 21 22 2'3 24 a_s 26 27 28 29 30 o mm.,om t f I NANI 4 L08 CD �I ' � 01 ' '1 I1111�11�liltltll�!W.�.I�I�U.IJ.t��1�1.t1�Wall��1��1Lltlal�,1111 W11��lt�iltl�ll�►.LWaltl.i,W�1iL1��li,�l�W1L1�1.t111•IItW>�iIII�L1�111�1�L�1�,W.:li�llal�ll!�I o� y.., •.:_......,,....,t ... r....tr.w..r. w.a. r+w.+wrry.*rr�n'+R++.•saw+aa.+wrw� ..: --- " - lll�.!Nwl�+bg"e+`.fNczl SLt":.'r .-. -. u .a. .. _._ ,:-.... ,cv<.,frsa;:n,... .. _ ,..-,.. _:.. ...v:.w•aa; F.Surrtaaa+.a�.wmr _ AL MAIg OPE' PLAN + -- t t - _-- ,____ �_ _��_ • ij PACO _ENST" .ARIES RACK P_ 5 a PROF�L Of -E= �— ' =_ . ` =A'- :sya ,�CPfS u 3E QEC_Cf: B AwEN Y:�C^-vtiC :•5'4G rACIUrES s:_�•_ QA.1O ARE a&;E-- -% 44-T 3'-, BICYCLE RAK DESIGN M+.-= -A•,-`. _ _EZS �A`. 6 ;'r-E' w_c. '`*ES_fAa_ __ OF _-KQE;, AS CONCRETE GUTTER DETAIL YA�, Vac V.V i.vE .� :: NOT TO SCALE ABBREVIATIONS EXTRUDED CONCRETE C:UR -7;_ A* 1 - unified v sewerage MONOLITHIC CONCRETE CURB& SIDEWALK e! -. ., SIDEWALK A1].IA[•CNT TD CL�HOle TYPICAL ASPHALT 1 «-� - PAVING SECTION i _ •-4 I i ►�.�. .. A1..PFiA t�cstxt�.rtnua fIVC'. _ _ _ r -- ------- 0"" ATR r10'b00•rV�`A,U MJIR'16 711 7'TZ7 SIDEWALK I I .._Aar w' --.1 �• . . UNDERSLAB DRAIN DETAIL RAMP r RAMP :v1"4t•1 ti ! �A•r v A• _ .SMEWALK WITH PLANTER aQ = yAa 7 Sim AT an r s TIG � i D TRIANGLE REMBOLD COMPANIES I • • r• cR�r, — A I ' a'.• is •7K. Y•' �— - � PORTLAND. OREGON ELEVVIIN .-_ - _ •-6 �.�. A *1 4A T(XI AL MO..it'MO . aO,it.� 'A. 94' v4. -101r ,.+♦ I IF PAL% AS _a .i -- :AN ACCESS AISLE �"Y A rat— it T—1 ea � ACCESS t 9 Mo Bt+ t at r r • t r. u a a :ia I @'-6- j 9'-0' l 8 9'-0* 3 3: "�--� ,r � � - ' _n ' -- II C.+ri M+.MG.. e. yC:7C ' .• '�• .--1 R[Vrp•� Tt' Of2tMITOIv- .�• ..M,.� �---� TA`^ rAN ACCESS+BIE 6• AT HANDICAP I ►IRE M►DRlIIiT-------1 :[-:... - —-- - --- - - �-- - — _--- - -__ _ _ DARWIN'S SwARO Ma ••A40.CAP ��.•.�'S?"+.'"`r J 5'A�, NDICAP NON-VAN ACCESS AISLE ACCTSSISLE CARKONG S'Au PARR%IS STAB udafinldk•s�terD1>ttrect L STANDAIID II'ISTALLATIQI � 101 1-VZ' 1. 2' METER '�� •..-c .�r;to;�ag �e.ro :ec t..:._.� K -;...aD . v.rv.r IS rt;c, s. a•,-:_ -L •_- Tw1eUeylkr t••ter Dutnct _ �TALLATEN 702 WA to : sl�E _ PARKiNIG ST/" ' PAIN D M /'ARKIN0S' dmml -�. CONSTRUCTION j r .s.!v. fa-To y,�. DETAILS r r C. 5O0 '2-5 SW DMmo,"St, BU°2000-00+D• . M!t- 31 of •• ?. LE631LITt STRIP Z 3 a s e 13 of ♦ • r -will I - MWArF1�N1►�MAWw.v / • ti X �, .I `?'r ,i-"Y _. , �r, 1. , STRUCTURAL NOTES l EditedCreatearch,janu2 0 1. I. Edited March, 1000 DIVISION 1 - NER DIMSION 5 - NET 1. 'C . A. GENERAL _ +v' ', A. GENERAL C. 1. These notes set minimum stondard° for construction. in* Drawings govern 1. NI structural members to be detailed, fabricated and erected ir1 occordonce fir. over the general notes to then extent shown. with NSC Standards, latest edition Submit shop drawing° of columns and CODE REQUIRED SPECIAL INSPECTION AND MATERI&S TESTING PROGRAM S:ONNSPECT.DWG pOpRRiiD >jTRUC1uRAL TKtiBTTAL l Ott7tiMk 's:: 2. Contractor shall verify all dimensions and conditions on Drawings and n miscellaneous steel. field. Coordnote iocut;ans of openings through floors, roofs and wails 2. NI bidder design structurol syut°ms to include plans and calculations F01NiDAiIONS AND 1111OL t COMMS T1 0l____ fM CTIp� „Y Open _ Steil Joists and Girders alth G-ehitecturd, mechanical and eiectrleai drawings. Notify VLMK stamped by an engineer registered in the governing jurisdiction. Consulting Engineers ('&MK) of any discrepancies or if actual conditions 3. Unless otherwise noted, Contractor will be requi,ed to provide o separate Grading and Subgrode Compoctlon Ref Project Specifications P Gsrtechnkd wood (?lord Plywood Web Joists differ from those shown or noted, permit for bidder design structural systems. _____ _ _ 3. Contractor shall provide Wl necessary temporary support prior to B. MATERIALS Fooling Eltcovattan and Compaction - -_---- -.-- __ _ _- Geotechnical completion of varticol and lateral load systems. AUK has not been I. NI steel W sections to be ASTM/ A992 typical unless otherwise noted ---- _ __ _ _ _ retained to provide any services related to job site safety precautions, or 2. All steel plate, angles, channels, etc to be ASTM A36 typical unless rooting Fat., work and Reinforcement _11- - - t to review the means, methods, techniques, sequences• or procedures for the otherwise noted. P Testing LaD/Engineer contractor to perform work. Unless we ore specifically retorted and 3. Pipe Pipe ASTM A-53 (Fy-35 ksi), type E or S. or ASTM A501 (Fy-36 ks;) COM-lit F SL%MAfTAL DOCUbkNTS FOR DEFERRED SUBMITTAL iTEMMS SHALL BE SUBMITTED TO THE AROIIECT OR BOOM OF RECORD, compensated to do otherwise, our work is limited to the design of work 4. Structural tubing to be ASTM A-500 Grads 8 Fy-4g ksi __ __ AFTER RFVEW AND SAECT TO BENIG IN GENERAL CONFONVANCE VAIN YK CONTRACT DIDOUME�ITS, 1HE E*MU VALL RETURN TIME SUdI li TO THE CONTRACTOR. THE CONTRACTOR :HALL T74EN FORWARD THE S1�IITTAL TO THE 811KJ1IiG DEPARTMENT. described on our Drawingsodt for this project 5. Unless otherwise chord, bats d o A32io for steel d steel connections nectar Placement o' Ren/arcing Stell for Slob-on-fYade -� P Tasting Lab/Engineer THE OVERRED SUBMITTAL ITEMS SHAD. NOT BE INSTALIED UNIT NM DESDM AND SIAMITTAL DOClMI" HAVE BEEM APFW" 4 Where reference is mods to ASTM, NSC, AC! a other standards the latest and A307 fa anchor baits and connections with wood. Provide standard BY THE BUILDING OFFICIAL. issue shall apply plots washers under all bolt hoods and nuts in contact with wood. Placement of Rpinforeinq Stell for Reinforced Wall Ponels Y P Testing Lab/Engineer 5. Inspect'on and/cr job supervision is not provided by VLMK 6. NI drilled expansion anchors installed in concrete to bo one of the ___ _ _ _ 6. All work shall be in strict compliance with the 1997 Uniform Building Code fallowing: Red Head Trull Wedge Anchor by ITW/Romset (I C B.0 #1312); Placing of Concrete for Reinforced Slob-on-Grade SM Rerl't. Note 1, Item A C Testing Lab - (UBC) as amended by the State of Oregon (1998 Structural Specialty Code) or Kwik-Boll II by Hilti, Inc (I.C.B.O. #4627). Other drilled expansion -- - -- ----.--- _ _ ___ and dl other state and local building requirements that apply. anchors are acceptable only with prior written approval of Engineer Placing of Concrete for Reinforced Wait Panels See Rokj t. Note 1, Item A C Testing Lob 7 Design criteria: Install oil anchors per monufacturer's instructiais Provide minimum --------- __ _ ___ _ o. Basic root live load 25 PSF embedment and spacing unless noted otherwise on Drawings. Special Prior to and :kung Concrete Plocement for !� b. Wind 80 MPH Exposure 8 inspection of expons-on oncno instalintion is required unless xpecificolly Cost Anchor S-Ats and Embedment Plain C Testing Lab C Seismic Zone 3 noted otherwise an Orcwings. T___ - _ __ 8. Mechanical equipment, mechanical and sprinkler piping larger than 2 Inches 7 All drilled epoxy anchors installed L, cun,;rete to be one of the following. Orlled-n Adholl Anchors, Rods and Dowels Shall - �- in diameter or on othar Items producing a hanger a w peon Ceramic 6 Epoxy Anchor by ITWr14omset (I.C.BO. #4285), Et-Epoxy Tit be continuously Inspected during Inst,Aotlon per ICSO Evaluation Report C Testing Lab Y P 9 y support local of over F 50 pounds shall be hung by a system approved by VLMK. Any hanger or Adhesive by Simpson Strong Tie (I C.B4O. #4945), or "Hilt; HY-150 Adhesive _- ------ ---- __ __ suppurt producing a oud over 200 pounds shall have additional from,ng Anchor" by H;IG, Inc (I C-8.0 # ER-5193). Other drilled epoxy onchore Dr#led-n Expal°ior./Wedge Anchors n Concrete per ICOO Evaluation Report C Tilting Lob installed to transfer these loads to the main structural beams or wad ore occeptobls only with prior written approval on Engineer. Install all ( U.O.N. Noted an Drawings ) unless otherwise oppro,ed anchors per manufacturer's Instruction° provide minimum embedment and ST�ICTUTAL �L�NO AND � 7KQ 9. These Drawings have been prepared solely for use In the construction of trio spacing ..niers noted otherwise on Drawings Special inspection Is required Rannbhld Tigard Triangle pruject located%in Tigard, Oregon. Possession of of all drilled epoxy oncr,or installations Single pass flet Welds 5/18' and smaller --^-- __ _ these Drawings does not grant o license to construct or fabricate the 8. NI drilled expansion anchors instilled in concrete masonry to be Kwik Halt ____ __ p Testing Iib whole, or parts of this project in other locutions. II by Hilti, Inc. (I.C.B.O. #4627), Cost anchor bolts or other drilled FNkt Wilds larger than S/16� - -- - - - 10. Provide shop drawings for all structural products delivered to the project , expansion anchors may be substituted only with prior written approval of _ _ __ __ C Testing Lab Shop drowings of bidder designed Items are to be prepared by, and bear the Engineer. Expansion bolts inslolled in masonry to be Installed n fully Welding of Renison- Stell per U.B.C. 1701.5.5.3 `_a`^ -- stomp of an Oregon licenseu engineer (product engineer). Such drOwngs grouted cells, in on area which leaves a minimum 3 inch distance to any ________ __ __ C Testing Lab shall certify thet the drawings have not devlotea from the VLMK design In edge of the mosanry unit and a minimum clearance of 1-1/2 inches to the --'_- ---------.------- on way, or shall call to the attention of VLMK that the g Welding A706 Reinforcing Steel for Embed Plates Y y. product engineer canter of the cross web. Install all anchors per manufacturer's Bar iv,ger than #5 C Testing Lab has devoted from the VLMK design drawings. Such deyicition may be cause instructions. Provide minimum embedment ono spacing expansion anchor __ for rejecting the shop drawings. Engineer will mark up a maximum of three installation is required unless specifically noted otherwise on Drawings We_.- A706 Ren/arcing Stell for Embed Plates A - sets of shop drawings. If mure than three sets are required, submit one 9 All drilled epoxy anchors installed in concrete masonry to be "Haiti HY-150 Bir #5 and Smaller P Testing Lab set of reproduclbles (sepias). Fox submittals will not be oca.epted without Adhesive Anchor' by Haiti, Inc (I.C.B O ER-#5193) Other drilled epoxy ______ _ prior approval All submittals shall be reviewed and stomped by contractor anchors ore acceptable only with prior written approval of Eng neer. - High Strength A325N and A49ON Bolt installation V4t►If all - prior to Submittal to Engineer. Install dl onchofe per monufacturer4s instructions. Provide embedment and y Baits Installed to 1 DIVISION 2 - SI)L_tQ& spacing notes on Drawngs. Special inspection is required of all drilled Snug Tight' Condition P Tooting Lob A GENERAL epoxy orchor Installations, liTNUCTUtAL MASONRY: 1. Remove oil orgonir r•ateriol and topsoil from areas under the building or 10. Light gouge steel 16 gaugo and heavier shall be formed •rpm steel of ASTM _ ___ _ _ under paved orcas A653 Grade D with Fy-50 ki. Light gouge steel 18 gouge and lighter shall Prism Preparation and Test Specimens ----- - - --- -- -�� 2. Fill material to consist of a granular material or conditioned site be formed from ASTIJ A653 Grade A with Fy-33 ksi. Dali rnd fabricate Placement of Masonry Unita C Testing Lob moteriol. Place fill n lifts not to exceed 8 inches and compact to 95X light gouge steel per NSI Standards. --------- ■tan•io•d ASTM 0-1557 under footings, under poved areas and under floor Placement of Reinforcing Steil C Testing Lob slobs. C. WELDING _ 3 Base mater dl immediately under slab to be 6 Inches loyer of compacted 1. NI welds to be made by certified welders to AWS standards with E70XX Grouting Process and Grout Space prior to/and during �� .--------------- Base � ^- �� crushed rock with less than 5% passing the number 200 sieve. electrodes. Contractor shall pay special attention to the means and Greasing Operations C Testing Lab 4 See specGcotions for additional information meth oda of construction they anticipate employing on the Project Some --^ -- ----._------.----,-----.--- ------- Design soil pleasure 2,000 poll LL plus DL per Geotechnical Investigation welds shown as shop welds may need to be field welds to aid erection. Installation and Grout Placement for Cost prepared by AGRA Fath and Environmental, Inc. dated, 1999 D STEEI. JOIST Anchor Bolts and Embedment Plates C Tsstnq lab 6 All footings to bear on firm, undisturbed soil or approved compacted fit: 1. Steel joists sholl be designed, fabricated and erected per SJI Standard __ _______ minimum 18 inches below final grade Notify VLMK irefore proceeding if any Specification. Drilled-in Adhesive Anchors. Rods hind Downes Shall unusual conditions ore encountered in tt•s footing excavations. 2. Comber all jo;els wllh standard cambers n accordance with the above Dr continuously In ;,or IC80 Evaluation Report 7 Do not excavate closer than 2:1 Slope below footing excavations. Y spotted during Installation eP C Tooting Lab P q standard specification unless noted otherwise on Drawings. _ __ __ __ __ 8 Clean all footing excovations of Inose matenoi by hand. 3 Provide bridging in accordance with the above specificauena. Do net use Drilled-lin Expansion/Wedge Anchors n Mosoiry per I((�0 Evaluation Report C^ Testng Lou 9. Excavations may be made under continuous footings for pipes. Backfill to slotted holes in bolted connections unless approved by Ec,tneer. DiA De approved by Geotechnical Engineer 4. Provide shop drawings and calculations that indicate joist sizes• lood;ng, member sizes, panels FAMK'AT�S SIGN 3 - CONCREj�; AND REINFORCING point locations, cambers, bridging and any other _"_ __---_____.___-._._ _- __-`-F--------------------- _____ __________ _____ _ A. CONCRETE MIX/MATERIAL information that may be pertinent to the job. Shop drowngs shall be Certificate of Compliance must be Submitted to the - _ 1. Strength Average 28 day concrete strength determined by job cost lob stamped by an engineer registered n the State of Oregon. Architect or Engineer of Record, for ON Off alto Fabrication P Testing Lob cured _ytlnaer to be os indicated below plus Increase depending on the 5. Provide inspection report prepared by the product engineer certifying that such as Structural Steel, Open Web Steel Joists and Girders plant's standard deviation as specified in ACI 316. Provide mix designs to the joists have been fabricated according to the design assumptions and Glu-lams, and Pre-cast Concrete, Etceteras Engineer for oil concrete to be used. Clearly label all mix designs for requirements. Report is to accompany the joists on delivery to the proposed area of use. project. 2. Minimum mix requirements 6 Joist erector shall exercise extreme care during erection of joists to prevent the posts from buckling ;oterolly. Use spreader Dots for lifting LOCATION MIN. COMP. SLUMP MIN CEM. ADMIXTURES joists ono provide lateral bracing as necessary. Remove any damaged joists OTHER iNSPECTICN REQUIREMENTS STRENGTH (a) CONTENT from the job site. Do not attempt to reinforce damogeo joists PSI INCHES POUNDS E. LIGHT METAL BEARING STUD WALLS Vpt11CAL AND HORIZONTAL Sfltt:M OIAMrtA015e !. Steal stud framing shall be nstalied as per ASTM C154 -_ - - __________________ _,_-.___- ______ _ _ _ __ Footings 1,500 0-5 470 None 2 Metol stud wall tracks are to be attached to concrete floors with minimum Placement of Sheathing and " Spacing for inch Did. X 1 inch penetration powder-driven fasteners spacea at 24 Vertical Wood and Metal Stud Shear Wails P _ Tooting Lab/Enginser interior Slab on 3,500 2. 4 517 (b), (d) inches on cenrsr -- - - -------.--------.. ._ -- - -_.-. ----------I- --- rode 3. Metol studs ore to be '8 gauge 'CC" sect ons with minimum section Placement of Roof Sheathing and Nail Spacing P Testing Lob/Engneer properties ve follows Ix - 2026 inches "4 x Sr - 0.665 ;inches "3 Studs Exterior Slob on 3,000 2--9 517 (b), (c), to bear or full width of top and bottom track, STRUCYURAIL D�VATTON Grade (d) 4 Stud spot ng to be 16 inches on enter or os indicated on Drawings. _____ Walls k Columns J,500 2-4 517 b 5 Wall cover ngs to to ottachhd per UBC Table 25-G or Table 75-H. FOOTING REINFORCEMENT -.-,------- - _ -- - - W`-- - ( ) 6 08 Gauge :,.rows to be used to connect metal framing excel' os noted on tht _ P _ Engineer_ Drawings SUBSTANTIAL COMPLETION OF STRUCTURAL STEEL ERECTION ^- M;scelloneous 3,000 0-5 470 (b) 7 Galvanized coating to be C60 min;mum -- ---- __---------_ P Engineer ^'v DIVISION_6 woo D AT COMPLETION OF ROOF DIAPHRAGM NAILING (INCLUDING P Engineer a. amp exceeding specified limits shall not be incorporated in the A. ROUG4 CARPENTRY WALL ANCHORAGE CONNECTIONS) project except by written approval from Engineer 1. Lumber species and grades to be as follows unless otherwise shown on AT COMPLETION OF THE LATERAL FORCE RESISTING SYSTEM -- b WRA waiter reducing agent. Drawings. (per Uniform Building Code) P Engnew C. AE - air entrafnment d. Up to 1 1/2 percent Colcium Chloride allowed during cold weather a Joists, beams and stringers Douglas fir #2 r. Pozzotec 20 required for concrete placed below 40 degrees farhenhe,t. 6 inch nominal and Douglas fir #1 y 3 Use Type I Cement, per ASTM C-150 unless otherwise approved. grodter 4 Aggregate ASTM C33 size to be 1 1/2 inch minus for slobs on grade. All other concrete may use 3/4 inch maximum size oggregate, Do not use b Eucks, Blocking, Bridging Doug. Or Hem fir #3 4 inch minus aggre ate in °fabs on grade. `rid Misc. SPECIAL IN EECTiON PROGRAM I 5. water Reducing Agent�wRA) shoo be Polyheed R-? or Durocem 55 at 6 oz. Per 100 pounds cement. Comply with ASTM C -494. c Stripping Doug. Fir #3 1. DURATION REFERS TIME AND FREQL#F-NCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED ABOVE. 6. w entrainment and r all comply with ince C-260 Ord anon Da used only C - CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTCR IS ON SITE AT ALL TiMES OBSERVING THE whore specified and/or approved by Engineer. d. 2 x 4 studs Doug. fir studs WORK RF.OUIRING SPECIAL INSI'f.CTION 7. Accelerators: ed sir ec 2e non-chloride for components exposed to weather P w PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY in the completed structure {wells, exterior pa,A(dosage) etcb calcium chloride e 2 x 6 s'uda Douglas fir #2 TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT in the infel�or slabs on grade. Quantity (dosage) to be Determined by DRAWINGS AND SPECIFICATIONS. Contractor one approval obtained from Engineer before use of accele•ators I. Sills, Ledgers, Plates Pressure Treated Hem fir #2 8 Place and curs all concrete per ACI codes and Standards. Stripping, etc. in ,.ontoct 2. THE INSPECTION AGENCIES ARE AS FOLLOWS. 9 Provide control joints in all interior slabs on grade of 25'-0' on center with concrete and wood ENGINEER' VLMK ENGINEERS each way maximum unless otherwise shown on plans. Provide heavy (3/4 inch) curbs GEOTECHNICAL ENGINEER AGRA EARTH EN'ARONMENTAL tooled joints at 5'-0' on center in all exterior walks unless otherwise TESTING LAB' TO BE DETERMINED noted q Potts, columns (sawn) Douglas Fir I/1 TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS Oto WORK DESIGNATED IN THE ABOVE PROGRAM. 10. Sleeves, pipes or cfectivc of aluminum shoe not be embedded in structural c concrete unless effectively tooted. h. Roof, floor and wall sheathing to be APA rated sheathing, THE SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED, APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY B. REINrORONG Exposure 1, conforming to APA Performance Standard PS 1-H3 THE. OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUBCONTRACTOR, PER U.B.0 SECTION 106 3.3. PERMIT SE 1 All reinforcing to be ASTM A615 Grade 60 unless otherwise noted, and except NER-108 See Drawings for required thickness of THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS CF WORK ARE DESCRIBED IN U.B.C. SECTIONS 1701.3 AND 1701,5. MAs1� 2.2e 2000 2. Use omy A706 weldable rebor it rebor is to be welded. Use only low sheathing and/or span rating Install roof and floor THE SPECIAL INSPECTOR MALL BE A QUALIFIED PERSON VIHO SHALL DEMONSTRATE CLAJPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF T14E PARTICULAR TYPE OF CONSTRUCTION 1 hydrogen electrodes. WI welding to be in compliance with qW5 D1.4, sheathing with !ung dimension perpendicular tc supports ----- ------- 3. Fobricate and install reinforcing Heel according to the Manual of Standard unless othbrwise noted. Use spacer to provide 1/8 inch end OR OPERATION REQUIRING SPECIAL INSPECTION. Practice for Detailing Reinforced Concrete Structures--ACI Standard 3'5. and edge joints (1/4 inch for jumbo pone't) whenever r'-'-'-'-'--------- 4 Provide 2'--O" x 2'-0" r_orne( bars to match horizontal reinforcing in sheathing is exposed to wet weather. Fill any joint Spacing 3. PRIOR TO THE BEGINNING OF CONSTRUCTION. THE ARCHITECT ,OR ENGINEER) SHALL CALL A PRE-CONSTRUCTION _ __-_ - poured-ir-pace walls at d1 corners and intersections over 3/e inch unless otherwise approveu by Engineer. MEETING WITH ARCHITECT, ENGINEER, BUILDING OFFICIAL, CONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE ---..-- 5. Splices in wall reinforcing shalt be lopped 40 diameters (2'-0" minimum) Install 7x4 or thicker blocking of unsupported 'pints in SPECIAL. INSPECTION REQUIREMENTS. THE STRUCTURAL. OBSERVATION RECUIREMENTS SHALL ALSO BE DISCUSSED � I- 1 wall sheathing. Block roof or floor Sheathing DURING THIS MEETING hind Shan be staggered of least 4 feet at alternate bars. q where noted on 4• DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE. BUT ARE NOT LIMITED TO: 6. All openings smaller than 30 inches x 30 inched that disrupt reinforcing Drawings shall have of amount of reinforcing equal to the amount disrupted placed i ( A) ACKNOWLEDGE. THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION ANO TESTING AGREEMENT, bath sides of opening. ypsum sheathing to be 1/'1 inch thick aapholtod gypsum ___ _ 7 Provide the followingreinforcing wound wall board. PROVIDED BY THE LOCAL JURISDICTION - e q openings larger than 30 Inch x 30 inch. 8) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APisROVED PERMIT DRAWINGS - o. 2 05 over' opening x opening width plus 2' 0" each side. } Gfulam beams: fb -r 2400 pili, E - 1,600,000 psi per NTC 117 AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROIJOHT TO THE IMMEDIATE ATiENTION OF THE + specification. CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENNGINEER AND TO THE BUILDING OFFXIAL. ---0WW_ b. 2 #9 under opening x opening width plus ?' 0" each tide. �-- c Pr 05 each aide of opening r felt story height. Simple Spans combination 24F-•F- ;) THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDNNG d. provide 90 degree hook for Dore at openings if required exteraion past Cantilever spoine ing-j. otiort 24F--V8 OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND (OTHER DESIGNATED PARTIES), IN N TIMELY MANNER, AS Submit shop ESTABUSHED AT THE PRE-CONSTRUC11ON MEETING. �� opanln cannot be obtained ap drawings. 8. Provide (2� #4 continuous bars at lop and bottom hind at discontinuous MGs D) THE SPECIAL. INSPECTOR SHALL ..WBMIT A FINAL REPORT STATING WHETHER THE WORM: REQUIRING SPECIAL of all wills. 2. Provide fi'e blocking oa required and blocking for all specified wall 9, Provide dowsls from footings to match oil ve 'icol wall• pilaster and mounted items including cabinets, door stops, etc. INSPECTION WAS INSPECTED, AND WHETHER THE WORK 15 IN GENERAL CONFORMANCE WITH THE APPROVED PERMIT =U OLT MR/F=ft IN va-M •- column reinforcing. (Poured in piece columns and walls). DRAWINGS AND SPECIFICATIONS AND THE APPUCABLE WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE "040 if FAX"� r0. Lop all baro In intersecting footings 2'-0" or (40) diameter whichever is J. o. Tie scraps, framing anchors, hangers, sfirrups, column cape, column S. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: greater, bases, etc., to be Simpson as detulled• or as approved. Prime coot A) NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AS LEAST 24 HOURS BEFORE SUCH 11. NI vertical wall reinforcing to be placed in center of wall unifies shown miscellaneous steel. Fully nail according to monufo,:turer'e schedule INSPECTION. ir11 fwc r , athero ss ort Drawings using largest aiti shown. NI beams and joists not bearing on another 12. Extend reinforcing to within 1 inch of wolf and Nob edges. member to connect with Il type hangs, unless otherwise acted on Drawings. B) ALL WORK REQUIRING SPECIAL INSPECTION SHALL- REMAIN ACCESSIBLE AND EXPOSED UNTiL iT HAS BEEN OBSERVED DIVISION-4-- MASONRY h. Nolling all coils specified in the Drawings to be common nulls unless AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. i1.Jl A, CONCRETE BLOCK otherwA011I rs noted. NI Holing shall comply switch UBC. Table 23-1-0. C) PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE TRIANGLE 1. Design F•m 1500 psi noNln� tch3tlule. Obtain Engineers approval of all proprietary polling 2. All CMU unite to be Grade N, T)qe 1, lightifle l unit• per ASTM C90 dry to systen s. D) MAINTRJN AT THE JOB SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. intermediate humidity condition per Table No. 1. C. Nails at roof and won diaphragms to be driven so that their head or REMBOLD PROPERTIES, LLC 3. Mortar to be Type S using the Property method per ASTM C270. Minimum crown is flush with the surface of the sheathing Check and resink If QTMF _ INSRPECii�J �Q{,�IRER�EhI strength of mater to be 1500 psi. needed, immediately before roofirg. 4. Compliance with r'm shall ulN;zs either the Unit Strength Method or the 4. Delivery and 9tr,-age: I. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO THOSE REQUIRED BY masonry prlem Ustlnq method from the lotett edition of the Uniform a. AN lumber and sheathing delivered to the site, shall be Filled off the U.B.C. SECTIONS 1701.3.1 AND 1701,5.5: Building Code. ground and property protected against weather. A CONCRETE INSPECTION AND TESTING REQUIREMENTS: 5. Grout to have o minimum 28 day strength of 1.25 limes the compressive 5. Notify Engnefir for obse,vation of root sheathing noling. Obtain strength of the concrete masonry units. NI grout mix designs to utilize a Engle,etr's approval Fria to starting roof Installation.fluldi1) OBTAIN 4 TEST CYLINDERS FOR EACH 100 CUBIC YARDS PLACED (OR PORTION THEREOF If LESS THAN 100 CITRIC Dosage ler admixture, Intrusion Aicl re Specromme to-IP . approved equal. 8. Cutting and notching of joists not mber . 1 inert iliometer hale may be YARDS ARE PLACED). BREAK 1 CYLINDER AT 7 DAYS AND 2 CYIIJNDERS AT 26 DAYS. (IF THE FIRST 28 DAY PORTLAND, OREGON Dosage to o per monufd test ( recommendation. drilled n the center 113 0l the menber depth. AN ether holes to be CYLINDER BREAK IS LESS THAN REQUIRED STRENGTH HOLD 2 c"am FUR 5o DAY BREAK) HOLD 4TH CYLINDER FOR 6. Contror:ta to prepare and test (3) grouted masonry prisms and (3) ungroutsd approved by Engineer. .. 7. Studs may be notched In the laws► 1/5 of the height of the stud for 56 DAY BREAK. 9REAK 47H CYLAINDER ONLY IF REQUIRED STRENGTH N NOT MET WITH 2 CYLINDERS AT 28 DAYS. mosarhfy prisms per ovary 5000 square +set of wall• during c�nfitruction n Y "8, accordance with URC Standard ;7.1-17. electric and pbrmbing pipes, but no part of the notch is to he deeper than 2) VERIFY THAT THE APPROVED MIX DESIGNS ARE BEING DELIVERED TO THE SITE. BATCH TICKETS SHOULD SE CHECKED ", 7. Contractor to r 25 percent of the width of the stud. Hales or diameters to 1 J of width oft, ,r NA , , 0 .� 'i. ,' prepare and test three in grout prisms per every SODU square P up / FOR ALL TRUCKS E741T7tIN0 THE SITE. ns t�s1fN-+gx1i1110 1 lest of wail area during construction in cadence with UBC Standard 21- of stud may be dolled n the stud. r '. •• t& I 8. WOOD CHORD PLYWOOD WEB JOISTS 8. DRILLED EXPANSION ANCHORS INSPECTION REQUIREMENTS ARE AS FOLLOWS: SIA TS , IIIAl119N1 at, a" �e, . S. AN wont shill conform to Section 2102 through Sertkm 2111 of the latest 1. NI Td'e Nrdl be manufactured txhd designed by True Joist MocMNlan ora I h r olds , r edition of the Uniform Quildinq Cade, prior approved joint monufaeturwr w1tr ICBG approval to the following load 1) VEWY EXPANSION ANCHORS TO BE INSTALLED ARE PER THE DRAWINGS AND SFECIFICATIONS. oullopeow i. ReWtfat;knq for masonry to be ASTM At}15 Croda BO placed n centers of esus requirements: 2) JOIST SEATS - f,ONTIWJOUS INSPECTION OF INSTALLATION IS REQUIIRED UNLESS SPECIFICALLY NOTED OTDiERWISE . os (ollewa (unless otherwise nailed in Orowiri 2. ROOF 4IOISIS: ON THE DRAWINGS. a. Vertical: (1) no. 5 at 46 Inr:hels on center plus ($) no. 5's full height c. 20 psi live Hood (snow plus alf,lng) 11 each side of openings. unison otherwise noted on owinge• b. 10 pef dead ford top chem 3) LEDGERS - PERIODIC INSPECTION KEOt1REID. VERIFY INSTALLATION PROCEDURES ARE FOLLOWED AT BEGINNING Is. Horizontal: (2) ria 4's at 411 Wishes on -en:st few running mond, (2) C. 5 pat dead IoOd bottom Chard OF INSTALLATIO►1. UPON COMPLETM OF ALL WILLED ANCHOR BOLTS, THE SPECIAL MiSPECTOR SHALL TORkWE no. 4's at 24 Inches ac, for stack bond Pius (2) no. 4'e at top of w�l d. Nlowt,blei increase n wtxid member stresses due to duration of loading TEST 25X OF BOLTS. and of each ntermedicts Mor lewd. Locate Met bond boom at i 15 percent maximum. ground Row level. 3. AN brldl>rng, bearing hardware, bincling, hangore, etc., that connect to I r.. LkltlyR the Joists t»hdN to per True Joist MOCMllor 9tondord details. S 1R CRY[ 71W Np, ' 1.LMe that 4 feet wide 2 ria. 4's n Mattoon of 8 inch deep INbI, .'• eredter >thdl exercise extreme uww during ersetkr+ of Joists era T • �� F,�p MDr EIMOINE�R OF RECORD A M/Ihw4l/M OF 24 HOURS IN f r� 9+, t .k J ' 2,4 pith to A het !+lids 2 A 4'e n batty" of 16 inch deep Intsft Wovw+4 the 1. d �(r Jbfst/l firm btloldng lotrallyt Lite Spreader pots for Ilftlnq y h y , Int ror!! bslfld • '`I) fsp• 5 OMM bar a 24 inches x 24 �Ichee to WN provw lateral als . _ bracing necseNwr S A� GY TIRE MIU"AL NISPECTOR WKS MDT tIQE 1 N Ni Irwr nwall yi . I` ; I '' `� y r w M1. rlNdrVM4MI M1d era+bLru °hal Ca tolb�lftfsd aMd eke I$ by on M�SAL SY 1FE EiIa1E11R Qi RECURO DSS NICT PI1E0.110E ♦ r � 64 �► IN . , N �tM'MM� l$gM enI'Mlti+aflNl'bnld beefne rbttl be , f le01140F11d Mil the !elle of 0/egdn, IIIRMCMAI MlPECTIOR Abp ANY OTItER t 1L tREOIFrK1�l/9'� /illi III�LCTtOMf. , wad ¢ .. �* y , . 0it F,.',? f' _ �,�A > � Mw II. AllMlt l4a�ij1r0eulM N.IIo11pNCt dF J#Illet 'a y • T �. •` ^f STIR s�so��IF ,M � 1�1u net �i Rfecnl Mit eery ell Pte! Mee egltl/rr robl 111N1RM1�, M1dyN1� b1eWr1�' Netwoo 2. I�QI' M� k T A Rt�'GIIT " 0�R AND b1��10 L r ! 1. . " ' t,. i1:' to Sl M ooDRoeN to ��1Re Ilnpeelkkt lode ntede Allo � NA1R��7�OM! 11AOG 1!E RdFORT lllAll 106►111NY r .,,� `'� 'ky , 4� E,�.;.,' ,r 1 r '. " oft ." ' efld� 0 M7 teller rill/ colt the A �In A� "s ,..'�ti� I ' "' /L AN y�,r,, 4 1rt eft+ Nlltdleltan rywM �, f ;�' ��++. }; •-fr'. _, .t, !r!""rl Mho -, P r 1 f• . I (' .� ��; �, .. 'I�.r1 � fa. .'f/�`} f _ r 4 , 7 , _ . , I err I. it; �A".r ! �' tyk4,'r .r ,�y,ler• 1+/A - I _' - '. Al *.�, '1 f'r .r. Ir ,�? ,y.11 '(•' ; Y r^ ,w( f,• fir ,(g"4i �JAt i . � kR.�' y" - '? « .., * ,�.t ,� , '{ t .. t •.+,•4, I: I I � .� � - !I "'. ,r 7 I w t• , r '.' .y.r. • ')•. . r;£ .� r..1 . .* 'II�� _ - ,,-ah' , . !, Y I - I. 1. 'tj„ `"'a, !� y, 727S3WDartmouth Str. :. •. :,, ,1J 'x :} •N4 ,•1r,;+ - �+' '•''•� . ♦ y .* , .. "' i �- d n tin I A u a• rY •,� . ,, t e ,I. 1 Tr.a,- r`" 7{!' f a 32 of 41 t y shoo-ootof -._ .. - r. •-i"' -1. ._ ''r ,►.�.r,. 1t . !•op aM4• � N .i ' ,r }�" f{,;,:dIH' .�f> , . 1. . ,. �,r. . _.. _ - �� ♦ _ -.._ I , , . �tr..F_ ",:` # . it -leer: ".'t �' ' I-" ...-,--.,-nvr a -- ,.. LEGIBIL1iY STRiP 0 z I 4 s ek 7 8 9 IO ' I I� 13 la le 17 is 19 20 2i 22 23 2a 25 2e 27 26 2s 30 conn,. . CDEll I I Of NOMI 1 �,L s los I __ - _ I IIIIIII I l I 441111LLIla Ub I I � O., ,,,, 4J -YiN�>,r as i >l ry1, tii' xf' J. r' •rIS. • 3/4' ,1/16' MAX SLOPE TOP AND BOTTOM CMU WALL AND ;+ -L �'. •, NOTE IF WOOD FORMIS USED FOR RENFORCJNG - J -- KEY. KEEP WK)00 WET BEFORE PER PtAN �C� ND BOBEAM SMELLING CONCRETE POUR TO PRFVENT 51'-0' J CONCRETE. SLAB - _ e. ' '>� 4 1/8' RADIUS TOOLED EDGE PER PLAN v KEY LOCATE KEY AT M10 - - 2'-0' •a_-0' 2r-0• a r y •, �. • -'�. SLAB DEPTH CONCRETE SLAB :1DEWALK OR GRADE /• DOWEL x 0'-6' • !v, ON GRADE AND 6 INCHES OF 3/4' SEE ARCH AT 48' O.C.-HOOK 4'-ti' 4'-0' 12'-0' 12'-0' 12'-0" 4'-0" REINFORCING PER COMPACTED CRUSMEO OVER BOND BEAMAll F r • r 7 5A TYP. AT LINTELS PARAPETS +"�;•r� , PLAN ROCK BASE SLOPE REItNFORCING OC ALL ,• v . _ � VAPOR BARRIER % PER ARCH. - I 0 51.0I - 3 - i ° • a FILTER-� o o �" _ tt�r__ >3aa __�•a�..-s'+et_ _ _i•a•�e 1 ) ALL CONSTRUCTION JOINTS TO 8E COLD CONTROL JOINTS �� n �'�(- � FABRIC • E� � Q o----T + A r T ` , 2 ) SEE PLANS ANG SPEC7fICATI0N5 FOR TYPE AND DRAIN �. C - ----ry- =r r- -a LOCATION OF JOINT � o- r + ROCK ° '�° t' COAIPACTEG BACKFILL + _ . --- r -- - -`- __- -- -- + 0 LL i 11 LA i 1, o�: 1p a °�e EACH SIDE OF WALL 3 ' I pl- COLD KEYED CONTROL JOINT .aP°o� -- -+�3 -a�- - cRUS"Eo :.,,,CK v ) I � � -- ' '-- _ Odrar,np STANDARD�Fdn-08a drq I I 01 o , I 12' OPEN-GRADED - - , 1 , o �� FILTER FABRIC `• -_' • FOOTING SIZE ! J I I i I 1 CRUSHED ROCK �= I o o� • I I I 4' o .°o \ #- - -- - REINFORCING +� - -- �-4' DIA. PERF ' I ; 1/8' RAD.US TOOLED EDGE 3/4' X V-0' SMOOTH GREASED FVC DRAIN PIPE FDN DRAIN PIPE- "_ C • DOWEL AT 2'-0' ON CEN'ER 12' AT 15' OC MAX AS REO'D PER SEE PLAN " " CENTER IN SLAB 1`- MIN PER PLAN ARCH /CIVIL DOWEL TO MATCH-4 o ' ' BUILDING A ' DRAWINGS • VERTICAL WALT_ I i 70P OF SLAG 211 0' REINFOKING. PROVIDE �g I I I + -�� SEE DRAWING, FOR LOCATION ALTERNATE E►r0. AND WINDOW OPENING OCCURS f v SIMILAR CONCNTION AND ADDITIONAL REQUIREMENTS. ' I ' , N DOWELED JOINT INSTRUCTIONS vi TYP' AT 1 I I 2 2 SLAB ON GRADE AT DRAIN LINE 3 EXTERIOR CMU WALL FOOTING I 510 H LINTELS AND 1 I 1 1.) GRIND ENDS iJF SMEARED DOWEL TO REMOVE DEFORMITIES. PARAPETS 2) CAREFULLY REAUGN BARS AFTER TROWELING SLAB Sl-01-drq FUU- SCALE 1 51-03 drq 1 = t -0 1 I 1 TC INSURE BAR IS PERPENDICULAR TO JOINT AND yFRT1CCALI r 3 ) GREASE ONE ENO OF BAk 1 1! 1 4.) ALL CONSTRUCTION JOINTS TO BE COLD CONTROL JOINTS S ) SEE PLANS AND SPECIFICATIONS FOR TYPE AND OF JOINT CENTER GRADE BEAN- rE + 1 , -CMU PIER AND REINFORO !G - ----- LOCATION - ON PILASTER/PIER PER PLAN COLD DOWELED CONTROL JOINT (BEroND) TALL BOND BEAM REINFORCING DOWEL BARS TG MATCH PIER dERTICAL + TO RUN CON f1NUO1JS '{HROVGH REINFORCING WITH MIN 52d LAP AND CMU WALL OR I OPENING Odrarnp TANGARp Fdn- drq PIER BEYONC I 12 x BAR DIA. t S HOOK INTO ' JNDER SLAB - -�J FOOTING (ANGLE AS REOUIRED) N ; � � • DRAIN SYSTEM-, , - -- SEE CIVIL 2' 0_LAP 1 ' BACKER ROD. PLACE IMMEDIATELY SEE ARCH. SLAB AND RE!NFORC NG ( ) CONCRETE SLAB- • �- PER PLAN AFTER SAW GUT SAME DAY) =--� � � S -` SAWN JOINT 1/5 SLAB DEPTH SEE PLAN 1 1 SAWING IB OCCUR AS EARLY s SLOPE \Z-0111 A5 POSSIBLE WITHOUT S"ALLING --- - ___i. �_- f CONCRETE DO NOT WAIT UNTIL THE D 1 FOLLOWING DAY I, d o -�-~ -CIVIL S -� .,�. �� - ' �! 1 s JOMIT FOR�DlTIONAL '-"-7 0 �-- !!Tt INFORMATION p 2 RAD US • r r • SEE � O g � ♦ • • f 6 - -H CONTINJ^US THROUGH PIER i 1 ii ✓ DOWEL TO MATCH VERT, 1 ' AND LAP 24' WIT4 SLAB EDGE WALL REINFORCING - v. BAR BEYOND tH H +I II ' a' CONCRETE SLAB wt I 'I •, I I AT 24' 0 C EACH �'i OVER 0 ALTERNATE BEND - o "'^" °• / ' • f�• o - no 6 , I 6' OF 3/4' MINUS PACTED ; J l'i v o 1 ,STCP REINF(1RCING 0'-J' e CONTINUOUS GRADE ct� O . �H ■ 6'� DOWEL BAkS --_- --_-__� CRU`,,HED ROCK OVEAPOR - - t0 BEAM FOOTING AND 0 � ; • • • HOOKED AROUND /4 INTO SLAB p + I BARRIER ON OPEN-GODEC CLEAR OF JOINT - REINFORCING PER PLAN AT 16. OC MIN. 3 EA. PER PIER). I _ �' 0 � - ( ) B + �i � CRUSHED ROCK ON F1lIITER p + TYPICAL + FABRIC.cONTINU , ••_ SAWN CONTROL JOINT r�° vim, E.-_ •• • • D REINFORCING PERK PLANBEAM OOTING PILASTE C Odrorinq STANDARD\Fdn•-O& dip 'd o o. t{O ' I ' i S1 ��. 4 1 , I I I a , 3' CLR. / 3• ; 1. AT SIMILAR, RUN CONTINUOUS U\� \\ -,�-,� FOOTING REINFORCING TIM30UGH er , iY SPREAD FOOTING I I I 2. SEE DETAIL 3/S1.0 ADDITIONAL I INFORMATION. TYPICAL CONTROL JOINTS C.J. 4 EXTERIOR FOOTING AT OPENING S CMU PIER AT GRADE BEAM 1 Odrowinq STAN A Fdn-08a d*9 9 S1-0tvdr 1 . 1 - I I-OSA.drO 1 -0 1 t 1 v 0 U , , (,SID 1 C PROPERTY UNE G ' ' 11 , A BEARING PLATE - 3/4' THICK U.O N CMU WALL AND REINFORCING ON PIAN WY (4)- 3/4' DIA. DRILLED 1--CMU PER FUM EXPANSION ANCHORS, EMBED 5 1/2' MIN. 31191 ---�/� -- -�� ,�'- CMU WALL REINFORCING IYRCAL L BOND BEAM I I II 0 TS COLUMN - SEE PLAN REINFORCING PER SCHEV%JILEt , I I o - -3--- ■ 24' r 24' PROTECT COLUMN FROM CONCRETE / ' I 2'-6' ' ' I 1 CORNER BARS TO SPLATTERS BY TIGHT1 Y WRAPPING ! /4 DOWEL w 0-15 I 1 W/ 15 LB. PAPER. TRIM FLUSH y,/"/ /' AT 48" O.0 - HOOK OVER BOND ' ' I I I I' �S3.1 I I I W/ SLAR. BEAM REINFORCING ' A i ; • 1 MATCH HORIZ. tik SEE PSN /' '► D -r-. REINFORCING, 'YP. C ♦_� 1 I 30 tb PAPF_R WRAP AT SLA9 --- f 1 I I • // CONCRETE SLAB PER PLANpn (A) 1/2' DIA, X 8" SMOOD: DOWELS i ' �•, ,� 51.0 1 1 ABOVE ! 00, EACH SIDE OF BLOCKOUT (SEE a / C I 3 a T. I I I DETAIL I/S1). ------------------_ ' , A i I ! of O n o ! BLOCK OUT SLAB FOR COLUMN. it / // / / 1 / sr • - - - ------ - --�----- - --1 ' - . f .I � 2 0 �• FILL AFTER r;OLUMN IS PLACED /\ i� e 8 a 8 ` SEE / //\\/�\ `, /\/ / / 8 u (D _ + i \ \ \ I\ 0 Z� A PERIMETER FOUNDATION A _ (y� COMPACTED SAND OR / I `, ��/ 4 3r DRAIN. TYP. CONNECT TO `---- PERMIT S E T 1%v d e GRAVEL BACKFlLL. DO /\\/ UNDISTURBED •/,' �L�R �, Et J � - NOT FILL WITH CONCRETE. , \ \�' EARTH '� / �� FABRIC �COMPACTED BAC10 KFILL EACH SLOE TYP. STORM SYSTEM •- SEE CIVIL 4 r✓/.�'. OF WALL (USE CWISHED ROCK INSIDE) MARCH 22, atom -SEE SCHEDULE /\\/ j/:OR O,H. Rpt FOOTING SIZE .\/ MATCH FOOTING I j' R0 b v �--DOWEL TO MATCH VERTICAL " - - AND REINFORCING / o I REINFORCING '-0" `' /��.'i O d WALL REINFORCING WITH 40d LAPS FOOTING I 201.0 -JIM, /`� do o•O$ A AND 16' X 50' HOOK • REINFORCING I -6. MIN. 2`O• /i • A �3' Cl EAR , __._� SEE SCHEDULE FOR FOOTING ___ ' ,% e.8 dOI A BUILDING "A" FOUNDATION PLAN S17E AND REINFORCING 1 6 -T� �• O ' • • NOTE. NOTE STEP TOP AND BOTTOM REINFORCING SIMILAR AT GRADE BEAM LOCATION '.i',, o w o = FOOTING TO BEAR ON NATIVE SOIL OR COMPACTED KL CRUSHED ROCK FILL. ! ; . /. , �� - SEE SCHEDULE FOR FOOTING , 3' CL R. SIZE AND REINFORCING FOIAMADON NOTES-, 6 FOOTING AT COLUMN 7 TYPICAL STEPPED i DOTING r' DRAIN PIPE AS REQUIRED ---f= + --•--tet--t , ' / PER ARCH./CIVIL DRAWINGS 1.) CONTRACTOR TO VERIFY ALL FOOTING ELEVATIONS TO THE FOLLOWING CRITERIA- ' S1-06.dry 1 1 -0 �T7.7-, , ; ._ .:- TOP OF FOOTING TO BE MINIMUM OF 6' BELOW FINISH GRADE OR FINISH FLOOR. -1 51-O7.dtrp 1 s• 1 -0 i f%-i'i/ BOTTOM OF' FOOTING TO BE MINIMUM OF 18' BELOW FINISH GRADE EXISTING WALL N„ 2.) TOP OF FOGA N;, ELEVATION TO BE DROPPED AS REQUIRED TO ACCOMODATE THE UNDER u MLvAMIE IllllL t�R ow.-M / SLAB DRAIN ,E LINES. IN NO INSTANCE SHALL THE OF VNAGE LINE PENETRATE THE '10EXISTING FOOTING FOOTING. ("2'-'i FAX �m 3.) CENTER GRADE BEAMS ON 16' PILASTERS/PIFRS (GRIDS 1 AND A). J J�� '��'�•�/� 1. 4.) •woo►. 5.) SLAB REINFORCING TO BE SUPPORTED AT MAX. 4'-0' O.C. BEFORE CONCRETE PLACEMENT T I D 6.) SEE ARCHITECTURAL DRAWINGS FOR -FURRED- WALL REOUIREME?NTS. -BUILDING- A CMU WALL R INFORCEMENT SCHEDULE 7.) SEE SHEET S3 1 FOR SITE, SCREEN WALL, AND STAIR RETAINLVG WALL REQUIREMENTS TRIANGLE REINFORCING --- 8 EXTERIOR CMU WALL FOOTING AT PROPERTY LINE ' MARK LOCATION WALL TNI. VERTICAL REINFptpNG HORIZONTAL REINFORCING INCITES REA'180L® PROPERTIES, LLC S1-04.drq 1 1 -0 A TYgCAL WALL, 8' /5 AT 24' O C AT C£NTERUNE SEE, MASONRY NOTE /3 BELOW 1. REINFORCING AT JAMBS PER DETAIL 3/53.0 LINTELS, AND 2. END OF WALL RENFORONG PER DETAIL 3/'530, OR 4/S3.0 UNLESS PARAPETS PILASTER OCCURS Nri•ii.e7Y� C.J. -INDICATES CONTRq. JOINT- IEE DETAIL 1.0 16' $� PLANS AND DETAILS FOR REQUIREMENTS M.J. -MASONRY CONTROL JOINTS NOT SHOWN. SEE ARCH FOR LOCATION, AIRY NO iE3: SEE DETAIL _ 1 FOR STRUCTURAL DETAIL PORTLAND, O R E G O N '-xX' 1.) TERIMNATE PIASTERS MIN. 1'-4' AND MAX.MAL 2'-0' BELOW TOP OF ROOF FRAMING. 19 -INDICATES DEPTH TO TOP OF FOOTING BELOW FINISH FLOOR. nlbJ•ct Mo •�01• 3 I 2.) PRONDE, CONTINUOUS BOND BEAM AT ALL LEDGERS AND .10151 EMBED LOCATIONS LAP BOND BEAMS AS BUILDING A !C UMN AND FOOTING SCHEDULE �'�"'�' -INDICATES 8' MASONRY WALL •rs"a ' 9"141■-r1.� REQUIRED At SLOPING RODE CONaTKxNs. MARK WALL C FOOTING RELINE CIN NOTES ,,�„ , �� l000 3.) TYPICAL HORIZONTAL REINFORCEMENT TO BE (2)- /4 IN BOND BEAM AT 46" Q.C. FOR RUNNING BOND. m 1 CMU W.ALL/PILASTER 2'-6' x CONT. x 14" DEEP (4)- /5 CONT. TOP IL BOTTOM GRADE BEAM ALONG GRID 1 -INDICATES 16" MASONRY PIL1lSTER/PIFR KVIPCW• IYi, s>•eeM► { MMERE STACK BOND OCCURS, HORIZONTAL REINFORCEMENT TO BE (2)- /4 M BOND BEAM AT 2.4' O.C. _ 4.) CMU TS TO BE SOLID GROUTED. TYPICAL- 02 CMU WALL, 2'•-6' x r:ONT. x 14' DEEP (4)- /5 CONT. BOTTOM � FOOTING ALONG GRID F � � X -INDICATES MASONRY WALL TYPE- SEE SCHEDULE AT THIS SHEET S.) 2 (�I.IMS�Esj!{�l REQUIRED OF ALL CMU. 3 CmU WALL/PILASTER 3'-0" ■ CONT. z 18" DEEP (4)- Top _ FOR SIZE AND REINFORCING. O _ 6 - CONT. fIOTTOM GRADE BEAM ALONG GRID A 6.) SEE FLEVAYTONS, SECTIONS, AND DETAILS FOR MACEMENT OF REIIIFORCING. - -_��- /� 7.) BDTTOM Of L1N1E1 REIFORCING Pt R DERAIL IO/53.0. FOR OPENINGS < 4'-0', SEE STRUCTURAL NOTES. OMU WA.i TT+,•i x 3 It 1/4 COL- 4'-0' r CONT. x 113" Dt O (4)- /5 CONT. TOP FOOTING AT Oft 2 WALLS of -INDICATES COLUMN AND FOOTING T11}E. SEE SCHEDULE THIS (6)- CONT. BOTTOM SEE COLUMN DETAIL 11/53.0 SHEET FOR 512E AND REINF/)RCINC ® DMU WALL 2'-0' x CONT. x 12' DEEP (2)- #' CONT. BOTTOM FOOTING ALONG GRIDS 3. B. AND E. ■ -INDICATES SIM TUBE COLUMN. SEE SCHEDULE THIS SHEET FOR SIZE- B.) P110YDE � X 1M• X 21' CORNER B,1RS AT EACH lQNp BEAM. _ A T.1 5 X S X 1/4 COLUM W-0' x 5'-0' x 16• ow (6}- /4 EA. WAY - BOTTOM WTMOR Fib:1JUM N FOOTING WICATES DRAIN -SEE DETAILS MCAT®. c B) ^OOIIOINATE LOCA111Q11 OF ALL. MAlQ!!Y C0NTR0. .LINTS NTH ARCINTECTIWlAL DRAITINGS SCE 0180 OCTAL 1/53+0 NIMm>r n►et•. /0) �1i MA801Mr MtNt M>ATICNS lV`R ADdT10NK NFOIII!ATION Aft EM DEAD i LEY[ LOAD S----S -N■ICATES fO01NG STEP. SEE DETAIL�{�. FOOLING STEPS 910M11 rk�W'► u' '� IN M�„ :' t°> oas NN TaA 'Iia+ rr: Aa,+ EARtT►F E�n'wajMET+FTAL, Mc I ;y '`11.'1 � ;� 1j1111ICT12AL NO R.3 NOR AD0111pVAl N�MA11cN. OA'tED: JOIE t1Tr5! ---• • '� -�•��'• F■ItbA110T1 N0111. ON RAN ARE PRO'OSEO LOCAfl011s. COMTTIACTOR TO SU"T WRITTIE N ^ •,_„_ KOMT FUDR CWAW TO %W dog r LOCATKINS ARE TO BE CHANM FOU N E11,1 � Z; ' • PLAN ft '. rk;r f , s. - • , .t , + 1' �- F,' '' �/• .�r,r , C . ',� .I t,,:K, � ".. -,y •' +st A y~M, ,. a.�a ' a. ; .. . '1a , • .1, r j��M� .ir - •- . . ..r'JJ/•, ', .. - r. Y- 1. , r1 f �'. h. •r�.rr� y '*w a{ . " 3 '• ;� {.t. a' r ;v• ' s s n i•� r A 4' 7275 SW Dartmouth Str y :r,1 t t t• "• 33 o{ 41 ' BLIP 2000-00101 y �• '�I" ".P31' .. ', � is , _ •Y'. •,. • F - 4 •t r �[ '!- i ! rkk.��ii f• , i■■ .► 'x rT• • �r 1','► .. , r•��- 'ilr f �t �� ~A... , LL..""'r11'•ru" .. ai •w^ .. --. ... •..a. .n ., n. .lam' LEGIBILITY STRIP _ 1 2 3 4 S 8 7 e g p 1 112 3 14 IB 117 I!0 19 20 21 22 23 24 25 28 27 28 29 3C I �1 11 1� i.0+ NOMI ISI Oi 4,i,it 1111 jl l j l I11 .11�d�+ I�d l�, 1�1�WL.�1�1111111L1U�i a (IT oz .Tl '00 loll •.� .M�^�+r....r.+.�.••.v.+...."sw..,, :n+wrIMl •+w+.RNMIY' MYrbl4retM r 1� y" till t n rZ - BUILDING "B" NOLDOM ACHE LE HOUxOwN WN.N. STMT LENGTH W BM%"T. A. . WI IJIM AST.' •IO MEMMM (VERT MEMBER) A_ QW0AAT AMC110R 111T ?4 6 56,IPSCN PHD2-SDS3 3- - (DOL h MIN.) 5/11' S_ SS7116 . SIMPSON HDIOA 3` (DBL 2x MIA,.) ? 8' 10' —SSTB 8 o NOTE'S. 1. Im"AL_ F'Ut S amm REC U EIIDA TIOIIS. `D 2 ANCHOR BOLTS TG BE ASAI ON MM 3- jr 60' HOOK A307 kl nuWAD ROD 0114 3' PLATE wASmR - NOTE ALMAK.%TE ANCHOR ,TIO L"XII& CONTACT ENGlEEA FM USE B 3, S►NEARWALL 9EAIHN11E G 10 BE AITACFED TO RTIGtL MEME1t5 Ar 8111 TYPK-L EDGE NAIL SPACING I I 4 DOUBLE ,2a TO BE LAMUAIED NTH 164 HAILS AT f' O.C. 1EL (STAND). 0 1 `'--75 i 1 - 4) alb � -INDICATES CONTRCt jCNNT SEE D(TAA .Tt aD 10 _ -MASOWY CONTROL XWTS NOT SHOJI SEE ARCH FOR LOCAUCIN. I I SEF DETAIL FOR 57RtX;TURAL DETAIL • _-- I C ,T q INDICA*FS DEPTH TO TOP OF FOOTWG Bft.Ow FMIfSN RJOR o NOTE I-IMS1+ FLOOR REFERENCE EU WATION - 207 4b GID FLTURF GREENHr_)ljSE nNDtCATES 8' YASONHy WALL 3 ' i• E Bt OTHERS \ � Www _,NO,rArs: 15- YA501IKY P!IA;rER/PIER .r.• -- — I -NC"CATES STEP N SLAB SEE DETAIL ,/S3.1 iD -IN:CATES MASCeP'f *AU. TVP,- SEE SC1lDJLF ON SIEtT S3.1 a! _ FOR SIZE AND RE NFORCING -11,04CArEs cOLt1MN AND FJortNG TWE" SEE SCI•E>VIE. ON SLEET S30 {.. o SHEET FOR SIZE AND RE>NFDRC:NG -INOrCATES BJILDWG C'kUMNCal SEE c JE SCHEDULE ON SHEET 5.10 FOR -tWICATES JRA1N -SEE DF-AILS -INCKA-"E` F01✓714S S'IP SEE DETAIL FOGITNG STEPS Si:IOVA I ON PLAN A?F PkOPOSED3CATIUMS CONTRACTOR • ! /" REQtX!;T FOR I�+ANGE TO *W ENGIAIMS W LOCAIVJNSg RE TO 8E 01QIA VIED I • �M"_ -tNOK:ArES P-YW,,CC Sr+EAft WALL WITH 15/32` C-0. C-C SKAT1g1G, NAIL GES. 64 AT !2. OC FIELD AT SIIL► PLATE, USE ;+� • .� I ? -E' ��— •_f •' 2'-6' 23-3 1/4 \ 94 A7 ' C� PAWL LD_ACCES, .l BOLTS WITH HEAVY wASr+F1tS, T Nrnl. sie' D A CAST-RI-f • 1 -- —*� JI to _- 9--------- ----y EMBEDMEL 1. 24- 0 C MAX , (3) MW PR WAIL , `,� r _ - _-. -IN 532- C-0. '1r04G NAI -a__�6;m - - ----------- - - - _ INDICATES P�Y'"['�'1' 9,fAFt WALL MATH 1 / C-C s+fA L `f \ DES. 84 AT 12. O C FIELD AT $IL.L PLATE. US f �' C �• � ^ , S;'e' FNA. CAST-IN-PLACE -J' BOLTS 1M"M HEAVY wASMFRS. 7' Irl. EMMMUENT 4e OC MAX. ) MRI PER WAL -INDICA-ES F_YW000 SHEAR WALL NTH 15/32' C-D. C-C 'A 9+E THMG, NAIL t, 1 - - - —•_-- - -- ,' I iQ9 AT 3" G C PANEL EDGES, 104 AT 12' 0: f s IELD AT 911 PLATE, USE S/e' DA. CAST-IN-PLACE 'l BOLTS NTH HEAVY WAS7IE . 7' M61- N 1; • 10'-D' I EMBEDMENT 24. OC MAX. (3) Wk E'ER WALL OO C - hOrCArES DRAIN PEFH ARC>+'TECT,JRAL �; H -------==-- �� 1/ I tie- 10 - _ - KckA'TS 2 X 6 ST1jOS AT 1 • C.. OF MIN 1I - -- s 0. — -INDICA-rS 2 X 6 STUDS AT 12 O.C.. DF /1 MMI t TV t moxx - rrU,GA _ 114- rE 5 SHEAR WA.,., r+OLD00MNH SEE SC!+EDULL 23'-3 _. (::. . .- . ;l�• 1 — ------Ir FOUNDATION N07m. I ALL FOOTING ELEVArOdS TO THE FOL.LO111NG !JIITr_RIA- --,'•C---- - `PERwETER F0.1NDA'17N DRAIN. T`fP •, �_ �� ) CONTRACTOR To vEN�IF-� TOP OF FOOTING TO BE M•#MUM OF 6' 9f.LOW FINISH MADE OR FINISH F1.00R. '� SK/EM - SEE GWL. BOrTOM OF FOOTING TO K YMWjw of 'e' SLOI FjQgj GRADE. :;' t , '''' ,�• , -� ^.ANNECT TO EmSTIN;, STORM 2 ) TOP OC FOOTING ELEVAT1UFr TO BE DROPPED AS REQUIRED TO ACCOMODATE THE UNDER r/ r SLAB GR. M1ACE ONES IN NO INSTANCE SHa_ T14 DRAINAGE LONE PENETRATE TAE - ;, •, BUILDIN(% B i i ✓ �' A. TOP OF SLAB 209 OO V-5, I 3.1 CENTER :,RADE DAMS ON 16' PLASTERS/RERS 4) RUNOCCGRADE BEAN REIWORCOOG C01,TIM)OVS n*L' INTERSECTING FOOTINGS WHERE , • �_ - :-.. .• ;t.c •.. /; - ._._ = S) SLAB REINFORCING TO Of SUPPORTED AT MAIL 4'-0. OC. c, ►•+„ T .lG, k b.c• — 6. TUR WINGS Ott? `FLO""' WALL Ti > ; . ` I ,I ) SEE ARCHITsC AL JRA F gEQU111EMEN +� r, r •'•i :p i` ..��_.r_ �, 1 7) SEE COLUMN AND FOOTING SCmMULE ON SHEET S-3.0. 8.) SEE SI-EET S31 FOR SITE. SCREEN WAIL. AM STAR RETAMWIIP wALL REOUtREWMTS. 15_3 1/T -_ _S• nr t -S�, I I -4• >3-0- dam- W-8 —•� PERMIT SET ----- I ' _ - — i (,� ° u J - 1 ------ ---=-=- - f I © C , sal � • ' '`•' +- ► , .Y - 4' CONCRETE SLAB WITH /4 , t AT 24- G C EACH WA- OVER '1 I •, ' --- � -_--_--------_..._..w - ------- 1 ..1-=-•--��•--- - 0 6" OF 3/4' MINUS COMPACTED ��y► WBS ! ' BARRIER CRUSHED ROCK OVER rADC41 BUILDING VLIAK , I I ' t BARRIER \ TOP OF SLAB 1■ 209 00' 2'-G' N1 I l I , ' r , i I I 1 I TIGARD - ---- ---------=- ------ ' TRIANGLE /z- I I ;; REMBOLC PROPERTIES. LLC t n,,, 1 I I I. PORT•LA14D, OREGON - - - - i 2 I f ` • r1 i I t t OI N-wr AO I tt � • gets r, Irl , MaeMr/.I11IB t I I j I - 2-6- ¢ . �� move .�. w VI@93". h tr- •\ /� `.y�/ `•.-� �'�`J ��Ir __LA-�• ��"�.� i� �`�ri f / b`,�I ! �' yli, '.�'�-- �� -�. - __ �n�i ' •-, I Gt,l_7 �' `_- _ J ` _- _- G/`�. -�-Vr ! Ie• ��.'`��/ `• `_- �7- __'.F•r - F�l.�'ES; -•!] t \ ,.?-9� ; Omar r 2. --r— ND PW1I� FOUND ,. F S151El1 LI�"ItA -� - 4 ►- _e - -+ --3.--�- -- - —�- --- , 3-0- g-Or _ 6•-0 RCI_q T J 11'-4 1 - I BUILDING ~ w F BUILDING ATI wn: SK IFFY SLI I= @ULM "r:' 1 ror�i�aibi�r1.nu. 7. 3 . •r T• y r. ► t' AAAiii w u. H (r i i •' *. I 1 7` r r• `a" s 7275 t �7l ' r SW DW"00 t 9B. r •. w «c'�► t ►iR.. S* � .s �... �:T' � t' r, �l �ll 1 •S �' •t •i s c . i r^�:cY _ � •;�" BUC 2000-00101 •" t . !� 9 i t r "t �J.. � •'t` S �•._ F.'�'". ti-, r R'.-ti`S�''�y .^�'S' i �r�'''�+hYlllbti+� . . ��' �Y.: _ '�• .tr •1 9 '-3,A♦, >:' - '• ,I� " '� -1f:,f:a K.. �r SI of W 7 r. LEGIBILITY STRIP a a 3 e! e 9 C 2 +3 4 e d 9 2C 21 22 23 24 25 2e 27 28 29 CD IDN M7g1 _. ... ' �IIAr1//Iihl ' I• I I t 1 ' v Or :, i T ` `''IR hf' HOLDOWN SCHEDULE HOLDIUAW MIN. BOLT LENGTH IN WRY. A-B. MMWM A.B. ALT. SIMPSON MEMBER, (VERT. MEMBER) 04A. EMBEDMENT ANCHOR POLY .I % DI)CK DOOR --- SIMPSON PHD2-SDS3 _3' (DOL 2x MON.) 5/_8` 6' SST816 SIMPSON F4010A 3'- (DBL 2x MIN. 7/8' 10' SSTB28 7' B OVER 6' O CONCRETE NOTES 1 INSTALL P[7t SiIFSOM RECOIYKI(IATLONS CRJ OVER C BASE COMPACTED 2. INSTALL AhCHIOR BOLTS TO N ECO METH S. X Rp HOOIt � GRJSHED ROCK BASE OR A307 ALL THREA0 E 0 Rc)o FOR 3 PLATE KASI-a - NOTE ALTERNATE M400CR " 3. %fARWALL SHEAVING TO BE ATTACHED 10 VERTICAL ►IMKJIS IMTN 0 TYPICAL EDGE NAA" SPAcM. I 4 EXX)BLE 2+ TO BE LAMINATED WITH t64 NAILS AT 6' O.C. INN. (STAGGUIM). 1 3 LdQ� 15'-0' 1 C J. -INDICATES CONTROL KANT- SEE DETAIL I.G 39'-4" —. 40-0 39 -4' M ; -MA". IRY CONTROL JOINTS NOT SHOWN SEE ARCH FOR LOCATION 4' 6" I i I B- q II iI SEE DETAIL FOR STRUCTURAL DETAIL-4' 4'-0' 8-G 8'-0" 6-0' � SLAB , *FUTURE' EDGE MIN 12' u -X -xx' OPENING tINDICATES EOTOP OF � AO � FINISH FLOOR. ---------------- --- -- -1'-4' y OTEFINISHFLOORREFERENCEELEEVTION07 Cu 1-16", �'�"� -INDICATES B' MASONRY WALL CONCRE�E SLAB WI•H#4 AT 24'10G EA WAY -INDICATES 16" WASONRY PILASIER/PIER FV TL kE -r— OVER 6' C FACEDQPENurGS /� GRVSNED ., Jr", -INDICATES STEP IN SLAB SEE DETAIL 1/531 PERIMETER FOUNATON DRAIN TW i C 1 CONNECT TO EXSnSE STORM i I -INDICATES MASO'IRY WALL TYPE- SEE SCHEDJLE ON SHEET 57.1 SYSTEM - SEE COAL --•.----__ _- . - -__ . _ - - - FOR SIZE AND REINFORCING I I _ — I _4'_8• S30 tq -.5'-4' _-3-4" -1'-4• S1 G e1 0 ' I O/ -INDICATES COLUMN AND FOOTING TYNE. `�E SCHEDULE ON SHEET S30 Ftp I \� © 0 Ftq T �tq � �� IS,31SHEET FOR SIZE AND REINFORCING - - - --- - -- .' -•--- -------- ---- --- - ---- --- �� M�.' t0F•y ' -INDICATES BUILDING COLUMN SEE x„I . Ji.E ON SHEET 530 FOR SIZE l5S L N:.-_...�._�._.....-c=_ N____________ __• ------- - ��-.-._.�1_�:.__- .c-- -INDICATES DRAIN - SEE DETAJLS 3 \ W C. C. . C. . C•1. 1 1 ' -3-4� 53. 3'-4' I � 1 I I c-- -S -INDICATES FOOTIvG STEP SEE DETAIL 7 FOOTING STEPS SHOWN T _Ft q 53 I 29'-4 (S1 G I ( I ( I ON PLM' ARE PROPOS[[, ,OCATIO1NS CONTRACTOR TO SU6MT WRITTEN 4 N U RE I J REQUEST FOR CHAN(; TO VLMK ENGINEERS IF Lo CA71ONS ARE TO dE i�4AVGELI ANo FUTURE I � ISI 0 DOOR JAMBS i i wI -INDICATES PLYWOOD SHEAR WALL WITH 15/32' C-D, C-C SHEATHING. NAIL � I 1 5/8- DIA O.0 CAST CAST --LPLACEEDGES, J' BOLTS YATH HEAVYFIELD WASHEy�RS, 7"L MIN• USE EMBEDMENT, 24' UC MAX., (5) MIN. PER WALL 1 1 �.L_ �t�� wi ��A � 1 / Cw2 -WDICAIES PLYWOOD SHEAR WALL KITH 15132' C-D. C-C SHEATHING, NAIL - r - - ` 8d AT 6” 01. PANEL EDGES, 8d AT 12' O.0 FIELD. AT SILL PLATE. USE Y L 01 r' 1t 5,8' DIA CAST-IN-PLACE "J" BOLTS WITH HEAVY WASHERS. 7" MIN. '. •• I ' EMBEDMENT. 4$" OC MAX.. (3) MIN PER WALL. Nu -- — rINDICATES PLYWOOD SHEAR WALL WITH 15/32' C-D. C-C SHEATHING. NAJL o r "Jd AT 3" G C PANEL EDGES, 100 ;T 12' O.0 FIFLLI. AT SILL PLATE. USE ` 5/'3' DIA. CAST-IN-PLACE 'J" BOLI- WITH HEAVY WASHERS, 7'o INN t , h EMBEDMENT, 24' 0 C MAX , (3) MIN. nR WALL, 1. G -INDICATES DRAIN PER ARCHITECTURAL I I " ( i, I -^•-�• -INDICATES 2 X 6 STUDS AT 16" 0 C. DF r MIN. -: I �"-- Ota: "�TlT _� __� __ ' •O -INDICATES 2 X 6 STUDS AT 12" O.C. OF /1 MIN ,t O�- -INDICATES SHEAR WALL HOLDOOWIN SEE SCHEDULE J FCXJNDA71CJN NQS; - .--- 1/ 1 i r 1 U I �J'� OF 2 1.) CONTRACTOR TO VERIFY ALL FOOTING ELEVATIONS TO THE FOLLOWING CJtITERiA- TOP OF FOOTING TO BE MINIMUM OF 6" BELOW FINISH GRADE Or FINISH FLOOR. 12 F BOTTOM OF FOOTING TO BE MINIMUM OF 18" BE10W FINISH GRADE 1 /� I S .0 1 2) TOP OF FOOTING ELEVATION TO BE DROPPED AS KOUt ED TO ACCOMODATE THE UNDER 9UI NG ~C" O H 1 II SLAB DRAINAGE LINES IN NO INSTANCE SHALL THE DRAINAGE LINE FENETRATE THE j I FOOTING. TOP OF 207.96' ( i^ Iji ..:G - . . _: ' 3.) CENTER GRADE BEAMS ON 16' P&ASTFRS/PFRS I I 4) RUN GRADE BEAU REINFORCING CONTINUOVS THRU INTERSECTING FOOTINGS WI4ERE I OCCURS -4" CONCRETE SLAB IMTH 04 5) SLAB REINFORCING TO BE SUPPORTED AT MAX 4'-'0" O.C. I 24" O.0 EACH WAY Ot'ER 6' OF •. - -- I 6.) SEE ARCHITECTURAL DRAWINGS FOR 'FURRED' WALL REQUIREMENTS. 3/4' MINUS OVER VAPOR BARRIER - -r- 7) SEE COLU194 AND FOOTING SCHEDULE ON SHEET S-3.0. ON OPEN-GRADED CRUSHED ROCK I 8) SEF SHEET S3.1 FOR SITE. SCREEN WALL. AND STAIR RETAIN04C WALL REQUIREMENTS FACIE OF EXISTING ON FL TER FABRIr_ — I 4+ - _ I, Leu'Ln+Nc wl►u v ' PROPERTY LINE PERMIT SET I I�wIcH �, ioao I I - C _ - - -- - sso 4� I►7, --- --+ -- - - -- SIM. -� 1 . , STIEP { STEP `-- ---• 1.O �- �_' -_.r, tit'= •l - - I%" OMPAft 0 10 om �/ —._ _— �� ,�• - ` NOTE. FOR SLArj DPUVAGE SFE '.RCH OR GS , I im:t LY� �A � --- ---fi-- u '' LAB I ; ^' Irj ►wnallrl:rDR�AI 5YS1E1A- i �I ,iSEE LTMLI \..� ARD -- TRIANGLE + JREMBOLD PROPERTIES, LLC -`T� SEAEI 2U5 9C,. TOI�' � SLAB o= 206.6.)' uP6IL iVMI-li- PORTLAND• OREGON I ---� i F awn ' WARM 2% 2000 SLAB STEP Nit Wlrvrawa! � ----- -- C -- -- � I 7-O" .�2'-O' 2' 0" 1 I •�i iIh! ' `'1, .� 1. ,�, i �� 't' CIL ' 'r 4 50-of AT 4 -�,--;-;�(�.��- ---- ---;� ,;,�s LAI-ES •�•' 1 /ft mts2-0" 2'-0' �--/ C .42•.0' i 3F I I InMT nn 1 y� Y F /' IIs ' r ra�na FJOIIMIM DRAIN. TY' TT ' -12;x" - 4.�• --� - ¢ _ __ --- �� J I N BUILDING, ' k CECT To E705TIR10 stow 6'-d %o-o- r-� ; -c� ,s-o• I i A 8U 1 i N G C �" "� P t , u e S'TO - Sttf [1111 - �-� 1�A-6� 6'-0Y 2�0_air — -- - -- '- 'Z`• - - - 30'-0' 1 B'-7 ' 2. T ' F O U N DAT i .. I MOTE: SEE SHEET S2.0 SCR 1%A10 'r F101JI�t"W �I.1M1 �„� i".,fir, ' r' .� rt ,' "'� >a'.f.�r T ,. 4 � i, Y�` .. ` T.� _ wy. � N L' 'r -t ,ly � J f Jp��•�� i r ,�,�' J� ' r r` J �M uv w Nle��s I' pl; '.;• .�• ., 'gip,.','' • - '• .� .r�'Ii .lIN 1 1 '. It _ �''• j ' ! S Yte• r` ` �:ra � � :Y � / ,c, 7275 SIN Dartmouth Str !��?• � rIL y31 �.�;• -,, iU'34� P euP2000-00 0 t . J,k ':J� - � .r •i'• � - ,- 'Nit: !,. .1d'1 '+� f. mr � � .�1 r' .1" �i� � •14. -�a � r��, J '"' � .t•. =E�y 13 of M 11 a'M •. 3''•. :' '. ><tl ... .C'` "�J# 'W�M IR:<a9.1•Y./PlV+1. :9"� LEGIBILITY STRIP _ _ - _- 9 � r 13 a 6 - e 9 2U 21 22 23 eta 25 26 27 29 29 3,o. al I I Of 0 MONI fyloa .i 1�1�J�1�1i 1�+I1�i�1��t�J�l�11�11111 t�l�l�ljltl JJ1L:iJ11LLI1111k1J�II�J� 11�1IlIl�i11�11J if1 I ' P U•11441JJ,:•Ill!),1i1.�W.�J.�I�L�JLilW1�lw:i;;�..�. or CD k11,y� .w.,.-.. .. . .,......wn+Inv., ...•.W..Fr•.R..............n. _ .. .. .arlar..,.-...o- -. ..r,..n.,... .,,.... ...,n.wY,.irw'wnYb,r+.w....k4ti.IMn+...4MWW.Pf. - . 'r^MF•...'R...'.ayvft..�M'.YMr,A.ryt ' iM".Ilfn M ..'•Yn+Ten s,. TYPICAL HORIZONTAL WALL RE,NFORCING PER SCAELUL.E ` —(2)- r0 FULL HEIGHT EACH CELL GRID FIRST 2 CELLS AT OPEI.ING _ S(%' HORIZ. RE>IIFORCING _ VERTICAL WALL REMIFORCNG PER SCHEDUE: I• L -4' FACH SLOE Oi JOINT EXCEPT RE111FAL HO ZZO TAL WALL PREWCA-DED RSR EOOND BEAMS AT ROOT AND WSERT� A/ BOTTCW OF LINTEL TG BE Ff.* REINFORCING f- 3 1/2' j 1/2 (2)_ EA04 FACE CONT THRU JOINT TYPICAL HOTRIZONIAI NOTED 'AT CENTERLINE* VERTICAL WALL REIWOPCING + - 4 TOTAL IN PILASTER) �wALJ Rf�NFORCING ON �D� T"CAL PER SO4LOU E � `y , --REINipiCLNG FEF S� , -- /3 TES AT 9. O C CD ' o SEE AR SPACING PET1 SCHEDULE a ARCHITECTURAL DRAWINGS- i �+ AND Sa'ECWXAT10N5 fOR SEALANT LPROVIDE (2 BARS MAT(y, m J )- ( F SPACING OF REIT Afl - c� ■ 24' a 24' CORNIER EAR AT RfOLIIREAIENTS ,EACH SIOEi ARTICTYPICAVERT REINFORCING)EACH GROUTED ELLS PER Si:I1ETD 9j rECH BOND KAM TYPICAL C &k PIR CYAu WALL VERTICAL FULL NE)GHT EACH NogS IK SIDE ai E) (Y CLEAR , TYPICAL JAMB REINFORCING AT 9s ; REINFORCING SCHEDULE EACH FACE) -NOTE UPENINGS 6•-0' WOE OR LESS I PLACEMENT OF kE1fOFrCaNG IS EXTREMELY (JAMBS AT OPEIWNGS GREATER a THAN 6 II` ARE PTN ASTEIRS/PER$ + 4`0 TE SEE AIR:HITECTUFtAL DRAWINGS FOR CRITICAL AND IS TO BE INSPECTED PRIOR SEE PLAN) , LOCATION OF MASONR1 CONTROL TO EACI+ GROUT POUR TO VERIFY COMPUANCF JOINTS 2 SEE ARCrn DVK S FOR E4ABf.DOED r SPACING PER SA>C-DUB TYpy CHANNEL REOUItEL"I'S AT DOCK, DOOR JAMBS 1 TYPICAL MASONRY CONTROL JOINT REINF. PLACEMENT AT MASONRY 3 REINF. AT MASONRY OPENING 4 CMU REINF. AT CORNERS/ENDS PILASTER DETAIL PIER 3 r S3-02 d.q , I -0 3 S3- dV9 1 _ , -0 C 5 - 3 dog 1 r , -0 . N-� 3 3 S3-4 dog t � , -p Z S3-50&9 -77-771707 TIES AT S' CC. (4)- /7 VERTICALS EACH FAIL (12)- /5 VERTICALS 4'-O• "3)- VERTICIL sTOTAL) I � N GRID OR FACE Of WALL %- — ` A ♦ - - --_ PER PLAY 10 -1 h - TYPICAL VERIICA_ 0 , i 7 VERTICAL AT IE OC W ---Wi rl p j EACH FA- OF PILASTER MALL REINFORCJ►GG W, WIND o IF _' % -I 1 (3)- /7 EACH END OF TIAL WALL TNG I SAM REINFORCING PLASTER C —{ ♦ W Q EA_ FACE AT 4 v I I y G' 14 TTO.0 MAX _ ;T Y <I (3)- /7 THIS ENO 2'-0' r� h }-- TILS ATS' O.0. TVP (2)- /7 EA FACE + TYPICAL cw� WALL AND �( �6- L p CA FACE AT _ WALL ` Q / 4 TOTAL: ^ r�T�'1a�'C�A1�-� REINFORCING REINFORCEMENT LE —1•---7ttt"� -4-- N TIES AT e' o c . 1YP I < o •� /s •lEs AT a' o c Wo i ( PROVICE ■ 24' ■ i4' :ORNER a /__2---(2)- OTHERWISE WI BARS (UNLESS NOTED 0 THE R w SE CN PLAN' FULL LENGTH BOTTOM TWE' CO ARSES- EXTEND -'-- L -- BAR AT EACH HALL BOND BEAM y I ] 1�Z' --- < 'NT(, PLASTER 48d PAST OPENtkG 1 1 3 1/2- 3 ,,2' 4' 4 SEF ARCH_ NETT SEE ARCH DWGS FOR EMBEDDED CHANNEL REOUIREMENTS AT DA'K DOOR HEADER 6 PILASTER PIER DETAIL 7 PILASTER PIER AT COKER 8 PILASTER PIER DETAIL 9 PILASTER/PIER AT CORNER 10 CMU LINTEL SECTION -- TYPICAL 3. S3-6 d.; 1 , -p 3 S3 7 dwg .-l- 2 S3-e drg 1 -0 3 S1-9 du'G - 1 -0 z S3-05dwp J --- PROPERTY _INE ---CMU WALL PER PLAN CIC X 15 3 X OPENING 000-H W'T- -�S COLLWN PER PLAN 1'-4' �i2• DIA ■ ' -6' A706 BARS AT ,A' �'--- t 36. A , '12'DIA XccEREL)SON STLDS TOP OF FOOTING- SEE PLAN 1/2--�-'� - 11/2 /--(4)- 14 ■ 61)ONEL BArtS PER BONC BEAM REINFyRgNG TERMINATE F•^•. REWIRF.MENTS -- �r / PILASTER HOOKED ARCvND #4 ( AT CONTROL JOINTS PER DETAIL I/S30 TOP OF SLAB ON GRADE 1 I 'NTO SLAB I A - CMU LIN ITL AND RE'NFORr*#G PER 3/4' BASE5PLATE1 W/ (3)- _-- - -- • SEE PIAN i0R S1 A8 RENFORONG PLAN BEND VER Ir_AL BAR INTO -BULBS' i 3/4' DIA [ S 1/2" EIIRE'D -� SLAB AND R1:lMFCNtC1NG O �✓�� 1/2' r DRILLED AN,'AOR BOLTS ; CER PLAN WITH ^URN DOWN AT BOTTOM OF LINTEL ri ,.-CORNER PAA I - �-(2)- f7 EACH FACE EDGE AT FOOTING AS bHOWN �1 / V �✓ (4 TO AL IV PILASTER) + (2)- /4 TOP r f P,l ASTER BEYcwD CVU WALL : I DOCK BUMPER SEE ARCH /3 TIES AT S' G.C. DOCK RAMP FACE. ExTENC INTO FUU ,IIptH OF PLASTER ; ---(3)- 05 ►'C1RIz PARS FU.1 LENGTH EACH 3/16 - o J- CMV WALL AND REINFORCING PER PLAN _ - BEYOND CR MIN 36• LOCA-E SPLICES AT A I �. BENE VE-R1"S INTO SLAB 24' OVER /4 PILASTERS AND LAP YIN 36- `--% - P -fA COL/BEAM/wALL / --� � � (4� /5 ■ 34� DOWEL BARS e ,--DOWEL TO MATCH VERIICAL WALL REW / 1 1/2' , PILASTER AND AT 16- PR 30DE 400 VIP AND ALTERN A TE BEND. ,/3 TIES ATS' 0 C 1/2' r -rOR BALAMCI OF FOOTING U L c ATYPICAL CMU WALL AND . SEE FOUNDATION PLAN . -7T�I �/ REINFCICING PER CAM) WALL + - --�! P E R M IPCH LL, soon SET _ •� / RVIWORCING SCIHEDUILE I �-ECCElNTWC PLASTER FOOTING `_4_E ARCH DWIGS :. •• �, 1/2' PER PLAN ,- - - - —- _ EO • - • • • ^ dIIIES SEESFOOTING SIDULEZE AFO I u`__ -- -------- rt' A SfCTON r MC 1 SFE DETAIL S/S1 FOP ADDITIONAL ' r REINFC*CDNG '- WORI.ATION CLR�t 2 AT SWAP WALL CONDITION WITHi- TYP SPREAD FOOTING USE SAME TURN OCMN EDGE AND REINFORCING �. -- 11 INT. COLUMN AT WALL (GRID 2) 12 PILASTER DETAIL 13 CMU PILASTER AT PROPERTY LINE 14 SECTION AT LOADING DOCK 15 CMU LINTEL "BULB* SECTION kz_1 y- S 3•-11 d.q t � L, 3 S -,2 DING 1 r ,-0 - 1 3• s30-13A d.o ' -o c-3 30-+4 0.9 , r , -o -+a do , r , -o MLW Ooh Bnlptrll a a =u EUr AW/� w a�-aN I NG LUMN AND FOOTING SCHEDULE �~ BUI IND C CMU WALL REINFORCEMENT SCHEDULE BUILDING C COLUMN AN i MING U MARK WALLCOLUMN FOOLING RE(NFURCIN(' NOTES � IN MARK WALL CC><.UMN OOT1NGREINFORCING NOTE ►woArcl . 7 POST By OT., t, 5'-0' X S'-0' X 18' DEEP (5)- /4 EACH WAY FTG AT BRACING MARK LOCATION WALL THK. v"nCAL RENFORCING HORIZONTAL RENFOKPIG NOTES �1 T.S. I X 7 x t/1 COLUMN 6'-6' x 6'-fi' X 20' DEEP (6)- /!5 EACH WAY BOTTOM INTFAIOft COLUMN NOTES FOOTI © (''� (e� PQSf By OT14F1t$ 18' 1O1A X 4'-3' DEEP (4)-- /4 VERT. /3 TIES, S' OC., (') .r1P 6'- Q GROS D/E WALL S' /6 AT 16' OC AT OEXTERUNE SEE NOTE /3 1. END CF WALL REINFMIK PER DETAIL 3/53.0 OR 4/S3.0. -- - - -- T I G A R D SEE S/'SJ.1 2U CMU FILAS TER 3'-0' IMIDE x W-0' X 20' DEE (+)- /5 LONDT. BOTTOM ! -ECCEN-'TILE SPREAD FIG-& AT 18 ! +C TRIANGLE /5 AT 12. 0 C. TRANSV BTM. -RUN CONTW WALL Row, n4RU O POST BY OTI+[RS (FUTURE) 3'-6' NDE X CUNT x 12' /4 AT 12. OC. EACH WAY NO 814AC1W,: AT T1'1t5 FOO1Tl4GM---- ^ 1'YpN',Ai- WALL S' �I AT 21' O.C- AT CENTERIJ►JE 54:F NOTE /3 1. fTIC Of WALL PElIE0RO1hG PER DETAIL 3/'53.0 OR 4/53,0. O CMU PILASTER S'-0' x S'-0' x 14- DEEP (5)- /4 EACH WAY BOTTOM -SFGREAD FTCS AT 48 ! 4C --U CONTACT ENG"EER W 01NERMSE _ L-, 2. RE]WOR W AT JA1RS TIER DETAIL 3/s30 REWIBOLD PROPERTIES, LLC (6)- CONT. BOTTOM -RUN CONTTN. WALL RE>!IF T11R1J r 2■ EXTERIOR WALL 2'-0- X 12'-6' x ,2' DEEP AT 12' O.C. YAX CEN1fR FTC. ABOVE WALL CENTERS ALAMRS/PILASTERS 16' SEE PLANS AND DETAILS FOR RE"EMENTS , -� -C/Ot4TNTIN.GRADE BE41a AT (THR D ! E O CYU PILASTT)I/P1ETt s 2' WOE X CONT X 14- DE (4)- /S CANT TOP ! HTM -AT RETURNS PROVIDE (4)- /S 1 15 1 X S X 1/4 AT CMU r-O: X 5'-0' X 12` DEEPARS TOP AND BOTTOM O (TT~ LONG- ADdfK)t1AL CON' TUE TRANSTITANSVERlE STEEL NTLI WA,J. RI Al 12- 0 C. TRANS. CML' NrALL COIITNUQNS FTC.-SEE 6/53. Al T S. x x S x 1/4 .i-0 X 3•-0' X 12' DEEP �S CMU WALL 2'-6' WDE X CONT. X 14' OE (3)- R1 CONTN. BOTTOM -CONTN. FTG. AT OROS D ! E _ (4)- /4 EACH WAY T�fPE I co 1 ) TERMINATE PILASTEIRS YIN C-4' AND MAX. 2'-0' BELOW TOP Of ROOF FRAMING EXCEPT AT GIRDER LOCATIONS (REN. DETAIL 1/S6.0). -AT RETURN4S PRO%V[ (4)- /S COATER 1' POST BY onct5 18" CIA. X 4'-3' DEEP (4)-• /n VERT• /3 TIES, S- CC (3) TOP 6-- 2.) PROYOE CONTINUOUS DOUSE BLOND KAM AT Ail LFI*M AND JOIST EH�D LOCATkWS. LAP DOW BEANS AS REOUIIED AT SLOPING e� 907061 PORTLAND. OREGON SEE 6/S3.1 REOUARED AT SLOPMIG ROOF CONOFTIONS. SEE ROOF FRAYING DETAILS AT LEDGERS AND BUILDING WALL ELEVATIONS FOR ADDITIONAL INFORMATION. © CW WALE --- A 2'-0' WIDE X CONT. X 12' DEEP (2)- /6 CONTN. 9OT7011 -TIIPI_& WALL TTG. -ECCE?ITRK; AT ,;RIO I _ SEES SOIL P STIOG TTI 2000 EA DEAD . 1.111E LOAD 3. T I:a1CAl HORIZONTAL REINFORCEMENT TO 8E (Y1- /4 IN BUND BEAM AT 4a' ^C FOR RVNNIiG BOND. �T 9E� SOLS NVESIICATIpa BY ASA EARTH ! FNNR014E}ITAL• INC. DESIGN SOL PRESSURE: 2000 PIF DEAD ♦ UK LOAD Erna � ~8 " QAIt�c PINE ,� MMERE STACK BOND OCCURS, HORIZONTAL RQNFORCEMENT TO AE (2)'- 04 11, eIOND SEMI AT ,i4' D.C. SEE SOILS INVESTIGATION BY. AptA E4atTN ! ENVTR�IITAL, INIC. Faa ro - 1N>l11 ' OTE: SEE iOU1R(IN110N a10Tf5 QII SHEET S-2. 4) CMU IS 1T) SCX-O GRCX)TIED. TYPICJIL DATED ,AME 194!1 �� , >� � 5) cocfSu wtncr REOUIIED DF ALL C1MU. --JH NOTE: SEE FOUNDATIOI NOTES Or SHEET S-2- OWV*9a+, T7• *IMr. 6) SEE OEYA;. ELEva110N5, SEC1K?N'x.,, AND DETAILS FOR PLACEMENT OF REINiORCNG, 71 BOTTOM OF LINTEL REII4FORCMICr OPENING lfiSS R'AN 8'-0" - SEE STRUCTURAL NOTES, 1 OPENING 6--D' TO S'--0' - SEE DETAIL. TO/53,0. MOM GREATER THAN 8'-0- - SEE DETAIL I5/S3A. • e.) PROVIDE A X 24' X 24' COATER 11WR5 AT EACH 8010 BEAM• !.) COORDOIATE LOCATION OF ALL IMAMNY DOITROL J0114T'S GTN AR0*7ECTLIRAL ORAWT1405- SM ALSO DETAIL I/S3. A k� i 1%) SEE MASMY WALL EL&AWNS FLS A1DQfla11AL INFURMATTON. J1.) SEE SM CWN AL MOLES FOR A00fNaNAL R#FI>R•IA/1OL �,1 U DA ! '0 .t ! CMU DETSCHEDULIl1� , .• y , �1'OR d 7275 SIN DartmouthStr L. t 2000-00101 ;: .G �• �• ,„ a � .. ` ` .. _ - '� - - .'TL,'T.. - ' ,•s. - - ...- . .e �.^ A .� ..i .rBLIP 76 o/vr 41 r A•''Yt - s ry • I. ,• y LEGIBILITY STRIP _TO I 2 4J i d y A 9 10 2 ? a '8 17 19 19 20 21 22 23 24 25 29 27 019 20 30 I II 01 or s _. POST -• 6r ME,ets MOTES. rWw, 5IA8 AJrI LkCRE It SLAB AAL POST C:614EC TIOM T ) MAX WALL ►EIAMT . a'-Q• AIK f SLw8/GRACE 2 !;2• %'L'A Pt AN 0 �/ �/�-AND BASS DUNE 2.) GOWN :i1W AT FDP CY w:, OA DgAjg,&Ca _* 4fWC*CEb9%T PER ✓/ Br ?SAW %-AI, A T STt1LAR TS COILAM "r1 WAL 9#ATIIAI.^, CA')t«C SLA8 AIL- ' ALL STDfS Of T5 COLIAIw PEf'i PLAN PT 2x Slu r^I.AIE PER Pt/LM i; .4RE.NiOIIGE11F�rT FOR FOOTW4 St2f - - --,-, � 8101.IS r� ANO REAiORCEMMT e' ss� GfKyuTEI CAW WAV NTM a+A11 - CUL WALL AND RE,NFtIiK' 4 2T ---- - i-- PER DIAL, 2x SRO WALL , SEE PLAIT YERT. AT 32' 0 C MAX AMC \, PER PLAN (i) M K+OR•L AT .d' 0 C- AIAx. \ _ --(2. 5/8' CIA. EXDAAISYJM _; '- « _� '1 AA a'IOeS ♦• IMI M AT to' 0.. WtG.F,_---- _ _�.A 2)t3/4 bait• -WALL ED% N�►ill+c , a..` . ...: ELeEDrEwr ` 1, r y`L OVE71 N Oti T1►1Crp,_S R a ___— I' Oxy ANpNppS 'EA PLAN • q • • ' TtfPKA& Do BE,W 4MrOR04C i � •�� - �-C�MCRETE S�Iq AIiCi T __�.` •I • ` uM ElBlll _ I d p'_n• �� 1 REti(ttB�+G PER .KM µ oo.El . e• AT zs• O.C. GIIADE. COMCRETF a At _ ! • KENO OrEA CUITIM /. MTD ticAyl SLAB FOR FOC TING 1 , ° • (GOGWM'AtE wT1T ARCH) EIICLOStA'iE C wH04 TID 7mS �! ' ��A�L pJ��/�O A�NOp • 1 _ SII_ J CSUE yAPO REINF, 1 /�y r� R �/.CI%G PER Q a _ /. SEE PLAk � I I Ts C4uomm PLM c `/• RAD',S-� a o �e —rYwc A: 0.1. • PER PIAN-�, j p (2) M CONT. .. .� . 'i r /, ---� B-ET ccm - ° - RQd OR To • COMPACTED CRUS 4M RaGc .c 1 By OTWIER5 • e� + EACs/ SDE Qi MAI1 ` Li. FOLOWA TI gN PLAN .i '�j► •— —• '2) 5fit' :aA EkyAASCw ' ' EDa OF COhT➢ jc*,;S t _ 5EF 3/5-' ' .•-3. . AIsC�pRS S' NM EMM A,Etr- ` • [ a d < �! f 2 -0* aft tNTx 12, DW(2) DS CONTTTOW S rOOIW- (BEnool) • i � IlfrKpq+C�t PER MOVE Wc*%o `:.. r• • cartV#,ol,s FOQ'TNfr SLA® STEP FOOTING Z ` *WOKEME)IT_ , ' PER PL11II _ 2 COLUMN CONNECTIC,N THICKENED SLAB EDGE sEF A9CvE F,0 __ ' _ '.; S - DCOW i TC MATCI+ VER%AL MALL c •_. , YOA E Nf JRY A T►G►. « j \_RCWORC W- PROVIDE •<W ..AI SEE 3 5,0 Fdt rfP,C AL. ANO A.'T WA s &--W t - POST PASS CONNECTIONS = CMU "SCREEN" WALL DETAi! - COLUMN AT CMU WALL D T 2l STIR SII: 2x STUO W1 - ELJ►TF N ' !*>A IPIANi A,I M�;. POST A1� Es1aED pEAlit�JrE .•. EXP A vS�1. AA:r.0a 5\\ Q A# OETAII 10^&I AND A' k' _ Y M♦ �S E►�ECL=ti- I //*.,-P("21 Nir1t/0l)! 0, r—:AIICr+G OR STARS °sl BARS AT TOP ' QA r-X %G SET'EFOR - lII�IES. -•ZE •PO' REI.F OR't Eh T SEE QE T AN►:, MALL SChEDULE FOR ADai)CMAi soRtrAT►a+ l�r RETAINING WALL AND F0071NG SCHEDULER¢�CE r • -�- DEP AQ'3" SEE AFL�TECTIAtAL aWL. ANC � OETAJL 9/53.1) • - w' GEOTiOMCAL FOR ADpNOMAL V INTERIOR WALL AT SLAB MAX. �. D. Q OIETy,;iG SARs Y BARS 'C BART �' BARS .1 BARS KE /3 r,E DER 'e BAPS .MBR Z�,TAL; F AT e' 0 C. TO Y-41 rOGTh4 -s ; - a _ •"-T Y-c' ir-To• 2c' 10* (Come.ED «TSD rTic) t# oc .sb AT e~' AT Tt~' ac '-s• 2. ' 09 To TOP A' BARK (tiER =AL) x ,>' < 8 / a•-0• ,'-6' 5"-t0' td• i 10' 0 AT 'b' QC R1 TOP b AT N A• P AT ff AT E N "E cocoo. TD Fn) • DQc Ti' -C. 14, 0 C. ,Y O.C. �I ''� t2• DRAc R - w- E-c ` :O PACTED CRuS►ED ROC(— ,74AIti DDE I EO ,-CCMPACM, GFOTECH. ' 4oACTEL rt- APPROWD RL o FJC'1ti, S,:E"�J.E _e,� ! 't.`� SEE S'RLCsURA. ►w�'ES raR w�rEa'AL SPE�CA'10K ` ko•to,w TES - _ 2 AT .ERT`=AL e•i SP.lCES. D40.QE LAP EOL:Ai T'G 40 go DIAEAS IKT ' a^ 'wAD �A. R14L ER POS- hST 110UR hA:T. '& ^W, WALL CORNM - SEE S"mX-LRA. A�01ES u OMI. a 5 rOp u9 EC SEF OETAA talSS .� D 5 ARS 3 FOOTING DETA!L 'C SARs J RACLISX:'r BARS ' CONCRETE STAIR DETAIL PERMIT S E--_ T44AAC�m 22. 2000 � ---- / %E» QOCXVAY WAIL --- ;� NORTH STAIR RETAINING WALL AND FOOTING -- .,__ ��. coPlc>RET>: 4ETAI1tsiG wAy1 AAJ� s-•,Irs y ' - L � R£TAIMMC RAL,, ►dOTOaG BELOM \ �. _�__ ' ExJSTw; •KE S*rY.r' Rf'A1MlIG MALI - T', Q1rlIAW SEF ARC>I. D"WW-_ --- aaulVG• �t76T MO „�..n...-�...�•- \ r-a �' y \ AOC•''AM A', +rs�gy.�� EVSED REOVANDAUrS \ ~ I PER DETAIE 10/53.1 RA&AoG� POST �1 ill IMT Nm rm� V UWK COfY/4, no �1Mre PER OETAII10/W.!EMBED RFOtAQEIIEv Tc M--4*3/TIa (moi �\ `-- � -- . BL<tx-Cl" "'.SERI FOR MAIKRAL RI*►+ I O M T� -cast+ r {{ \ I «1 (2i �5+►.G #3 TES c / '/2' DA_ S'AA«CA+tG D RAILS \� „ T I G A R D t/2• pA t *c AT - r /.-6• CONCRETE MAL: w_ TRIANGLE " R � r EACH WAv A' ,Q• OC f;. { Af� �, LE �L CONTOUR dIGUT '0 DIPfCT•WATER AWAY ~ +6' C�CEh-fTt EACs• •A• I REMBOLD PROPERTIES, LLC sRgR1 P'pE hOr< CA,' utSEitt rDR 9• � � � I; I I --STA-IR A/y() LAPLNG mANDRAII •N (2' OPOOSSIG p � ,C r, �• S AAS APIA QETPI'CIRCw; PER pI,I,N T -! I T•-►El/ STAIRS AND C.1R8 ro 0 - 'REE DRAmew GRA-,EL BACXVXL �� QQ - - RElh JRCaNG APC G. E1S _ I f ' in t y '^ I a. - '� K .a �� PER L'E .L •53 t BETS EVC1 W OMG C%V T#4 DOMI 9. - x AAE EL14E IMI S' CNElt /4 RA%MIf OA �IAG'E ' ^-L�CMEL BARS -J 1/ATC1 _ v L `— tee r /3) /S LGNCin )#4AL Y"Tw'„AL 1ErrsORC3kG P O�?T L A IV p, OREGON ,t 1 ., 1 1/2' ctR' o , r w!O,AOE IMI. 4011 VIA _ r LAP AHO ALrERNATE SEND ARKS ar - _ INTO rooTw _i 1 A CA' �- '+�S y+ --air '.e 40010 •o 2 O CJJ .....y.ti DA.w ACM now oil ilgIVI CxLpSTVABFD EARTH OR CQIpAtTrD ----- -J Z_LUNDIw, PADS TO t)E MEI. 4- COAmIF MATH s• c�lLrs►+kt� Qcxx . �---r ------ --- p AT 12' OLC. EACs+ wAr ow" $- COWACTED CRUAfEL) RCO[ c I , WIVE 3f.E ARO- CRANWS F<IR Y t, _,2J A(�/T[+MIAI �IAhpl - '+ NOTES t. SEE ARCsdtECTt111AL DRAWTN6S FOR ACQ'TpIAL MrORYATIQM - ;y r - i 4) AI- RE..+REi� ARE 0 • •. '+ • 'A' n 2'-e' OR PIIq/pl B• 6• ��-r_.' - - *� \, BUILDING �1 B f1 ,'-8' FOR ler LESS TstIW J'-`o—'--�� ,. -_ _�; FOUNDATION AND 3'-0- Fa ,,-• T-�• TD .'-�• SITE ©E TA I L�. 10 CURB IUL RETAIL1'1'2"\ PLAN -- NORTH EXTERIOR WALL n ,t'' 3• _ - 13 NEW RETAININV iiiiALL SECTION 14 SOUTH EXTERIOR STAIR SEC110N ''*'a E_ �«►�� '"~ S - 3 . 1 ' • - -, .e.y , s t -0 c 7 ��.�+ (o- 50.01 3T2on-07 DATES:. /VC% t, 3•d KK .'s Sri Ca _ LEGIBILITY STRIP ,.•«�twwA $ 2.: 2 22 23 2,L 25 29 2- 2P 23 3: CDE, ItOf gill [jig at Will xfYAlMrr wrA� r.T 1001011101 Im,'NMI 111$101"11.141 -"-rv-"' .. .ivhs.�«—,-r ^`«+MI/Ilw+.+�•w�.�ny,,.._.....,.,,e+riM4«rn,«.wn-..w,,.. _ ,..._ .o-. .wr. r A 1,n pit `x ' 1 !� ", :.WINK •, _ _ A •". w. y '7 •, ! •d: � � �,�� .'1 sJ� �, "r tr}:r � !:i �' .\ M',•' 'Y.��i4 1.. :�'S�Cr' .P/".-„�' r ./: }r . •. f { „. •,. t r ,- '•, '' .�•. .'t•j'1,7F ,�1+1 f 1. N 11 i!' •'' 'S €! Ji f• �^ ' � Y - - a_ t ,TP>,..y j , �7r•+��? .,t I�.. ,� t}`, u�f. �"f' ? l' .. "i•' `"11': �,,. ,i•. � � r'tr •k''. ��• '� r 1 :A ,aV a , w .�" „t ,�l�•� w - ,, '.y. - • a, roA~.' .,[.o '.� ',, 7 •:i ; :ice`: 'r•'•�'. .. �. 'T''. .. , .� 4y. ,•r ^t ., i.. Ntt� .. r T• } ,!; •'.1,`,. t, !1",. ...r: 7'~ h"• L 4• i ti k-• 'V � • "Lr,e" r'I ,7•••, •.}� - -.'� %',�..i ,9F• rt c a' t d y ii• fn'� '7' x r. tc 'et' • n •t, ,• Y f ft 4 p�j'• .�, , ..� a" G , Hq- �, +t` ,,7• r1 'r„!II'r'�'.1"' 'r Y' _ ', Vit- :, Y' � .'k 1V ♦ G•- a '4... o+ '1, p � •r p',Gt , t .. 'y. :, � c.:: a• ,• 1 { J r � _ ,',t •�'. .., r .c �tr,r - .. _ ti. ,r .► , A T. , .t,�' R{ (� ,' ;,...w ,. •, ! ,,... ,Y ,:.: ... _ •`�, '.. f ,► �w. , i vi' � + a. 1 'J. v 1. /. •;7, d+ 1". ,aM x, Jr "� wx r •M . r ,. �:T' 'n. M A1'. 7 .e .s•.. r .-. � r,t '-"''"'� g ,,F�•� �'; � rc.; ':'� - ROOF JOIST PER PLAN ANCHOR TO • Y "r. M J:. 5�..,1�',}, 1' k�yl' •.jFa,r ,.,,- q'..;kfi }',- i' ,... a_ " }M- ;.�. ... :.. . r,r.!7 z k _ r,,� 1::�-�.. `,,ri. � , ,. 4, .:.. :. ,.�! .. , • Yt {r LAG SCREWS PRE LRk1Wl REGUIREQ) f (2 3/4' OIA 4 MIN. k,� ,1 , 'l•vL'"% ->d' a R' «. a I! WALL SHEATHING AND NAIUI4G KR PLAN 4 �.'�>r '♦, "�. J:i' r- ,• K } ,, Ir• ,, r '�„4` I`�,' .11 ROOF PLAN - '•i.• Y ?�. ..5. !114-J '• i 7t r« •ll . - 2_ 3 + •a JN. ', `s` `' ' ` � V'4 ► '?4F ' e :! .t 'y/Y, U r sA�' ` Ttl► '�';. !ti 2 a 6 PARAPET STUOS AT 24' O •'� i ., ,. •i :.�:�A r�. 1 �c•', `'(,�� - M1 � , ��I.r 1'k �„J.' ,.,� __-__._._-..__{!i° � 1,I' t t�"fr ^r a,�I,I �K rs',`r„, �7 .J hr �� lr' « •.R�y F h' _ ��,,{ 1"' *�•'1'..R�;'y f.1I, A r / -_.___-_.__-- _ _ F4. .0. 2 xBLOC1MG FULL LENT - :.+ , � �y • r• il� �: Y' d7� '. �,y. a r srt� L !fb. 3• 3• �1 0_P_A42 T / --- - --- --- 0_ �lS 4 'n ARCH `'' a �1m . t2�� M X'IR•A� ,f '-"-- - PARAPET 1 x• ' r r)r rAr', Jk.1•, -- FRA14NG PER DETAIL 3/34.0 -- - -ROOF SMSAT AND NAILING PER PLAN c v- > w IE-0PIER FULL 4'-0 SHEET WGTH) 4 R 4'--0ROOF SHEATHING AND NAILING NGPER PLANA. TH 4' TYPICAL ' XR•i, f W b- r w -ROOF JOIST (BEYOND) PER PLAN -- CORNER- 'i' �j' AT• A 411 �SMIPSON ASS AT ENDS OF 2 r 4 PARAPET BRACE AT 24' O.0 WI IN �MPSOIV 'LTT20B'-i 8 I1'•-U' gffWALL J'ti i STUD AND A SIMPSON ; yrLIM* • 7 .'^ SPACER TO SUB-PURLINS Q. -i---=- --. VAR( W R (4)-- 18d TO EACH AT 2-0 O.0 y F;. J r 2 x S SPACER *TIGHT' BE TWEN -L- - �HS TO 4 ■ SUPPORT t 4'-0 F a t SUB-PURLINS WITH (2) ROWS Of 1()d • 3O.C. SPACED 1/2- INTO I I I I I I SNIPSON 'LSTA311' AT f'♦'' a +' "' }' •Lh r .>. F 1 x 6 BLOCKING BE TNEEN .JOISTS J(AST NAILER CORNER TIE ROOS - -= 6 2'-0' O.C. ACROSS / FINST THREE JOISTS TINUO ON 4 a 4 SPANNING BETWEEN W ( I I v - - ` J01.,T5 MATH (2) SIMPSON HGA10'r (ONE �-SIMPSI,kA ASS AT Ir" G.C. � SUB-PURUN i O � '- -- 2 x 8 BRACE EACH SIDE OF JOIST EACH FACE) AT BUTT'WG ENDS ATTACH r r _ _ BEAM PFR PLA, , MITH MIN (tl) 10d INTO SPACER NI J - W/ (4)- SDS 1/4' A 1 1/2' SCREWS To 20=1 _ y - 1 .'1 1 ; / 7•-11 1 4 x AND (4)- 3/16` x 11/4' D1EN TOF CR / I Air SEWS TO JOIST NAAXR (PER SIMPSON) I - WALL SHEATHING AND NAILING PER PLAN 4" SIMPSON CS18 x 3'-0' AT JOIST RIP ADDITIONAL 4x4 lU PROVIDE TO BEAM (CENTER ON END OF JOIST) SOLID BLOCKING/NAILER BETWEEN / %:� ,�/•�� / /• _.� - - -_- _ 4.1< - JOISTS AND 'HGA10` CONNECTION \ < / / / �� x.14'- �2• -ROOF JOIST; PER PIAN tMhl SMIPSrSN -" LUS RACE MOUNT HANGER `- ----SMIPSON CS18 x 3'-0' AT BRACE TO BEAM (WRAP BEHIND LEDGER) Q5 VARIE -MIN. 2 x 6 LEDGER IMTH (2) ROWS OF -- _ 6 16d AT MIN 12' O.C. -- --`�MPSCM T USI FACE MOUNT -- hAN,ER .0 BOTTOM OF BEAM % NOTES- S ; ► I �5 1 p �8- / / / / r BOLT AND LARGE WASHER AT EACH I re-41ODI FOR ATKJNAI INFORMATION, i mom 1TT208 W/ 5/D" MA. THRU I SEE DETAIL 1/S4 0. E; I / / �/ / ■ i /' '� / In 2 IF BRACE OR SPACER WOOD TENDS FOR E RACING REOUIRfMfNTS, In JOIST (24` 0 C) TO SPLIT, USE 1 1/2' MIN. LVL OR NOTE. ' ' ■ 1 SEE DETAIL 2/54 LSL MATERIAL FOR ADDITONAL INFORMATION, -LJW KOOF SLOPE SEE OEIAII 1/540. "L=� ' fO FOLLOW UPPER 4' J' PIER 5 R,,)OF SLOPE A --- -- --- Q� Q� 4 - __-_ _ SNOW DRIFT TYPICAL - � tg1PPER��R � 1 ROOF FRAMING AT BEAM 2 BRACE AT JOIST AND BEAM PARAPET BRACE CRICKET 1vP1�A A' 1 S6-B.dwg 1 1 - 4, 56-9 dwg 1 1 -U J SR WGA dwq 4-0" PIE 'i ;J ON - 4. --C1005.3 CANOPY CANOPY Pd 25 PSF r SEE DETAIL 8/S6 0 \ v. 4 AC£ ry ` 1^ W CMU WALL PER PLAN 1-M!d 10FT. I 5'-O. , _ ' BEAM PEP PLAN - - r r R, �, - y r ^ JOIST LOADING DIAGRAMS ;_._-_ 8� PARAPET 4.0 , 24'-0' 1 O x 1 ►'1 Iry _ W MF R .aPARAPET BRACE CRICKET �' a CC x 11.5 x 0'-? 1 2' MARK AXIAL LOD BRACE/CRICKET + y 1 (PLF) N0 JO�S�s (TOP I-r1ORp) DETAIL PER DETAIL 10/SIi.O� rJ 1 /_ a; 1 A?06 BARS. LOCATE At NOTE. F_il ?1c _� _ O 1 A r � BC4J0 BEAM OR PROVIDE SLOPE BEARING PLATE TO MATCH RIDGE LINE AT GRID D - 3' J 3' 3' 3'1 I ADDITIONAL BOND BEAM ROOF SLOPE (3/8" PER FOOT) (SLOPES BOTH DIRECTIONS) I - -- - ''-4' STEP IN ROOF, TYP 1 I REINF AT EMBED LOCATION, 55�u' I t � -._• - " " 19'-7 112" 16'-3 1 2 iry (3)- SIMPSON MST48 STRAPS 1 � - - 30K .-__----- W(TL/LL) ,. _� '100 1 9 Ok BUILVING A -T o`er �---/ 9' AT BEAM TO BEAM STRUT ; 1/a --- SLOPES WITH ROOF CONNECTION (5 Ok AT WALL) _ 1 �� 3 16 \ NOMINAL SPAN 4T-2' �- - 95 - P.,ADDI TIONAL POINT LOAD DUE TO WALL , ANCHORAGE RACING T.O.F. / \ A 5 n +, 1/4" x 6' x 2'-0' SIDE PLATES - " s - WITH (6 - 3/4' DIA. A307 THRU W(TL/LL) S4 I BOLTS is 0- 04 (2) 30K -� 9 "y 0 (6 Ok AT WALL) 5 R 1 0 NOMINAL SPAN 46'-8" 13RAONG REOUIREMENTS m � ' 4".4 1 o J 1 PER DETAIL 9/S6 0 SEE C( 1 --� DING DIAGRAM °D NN ES" 80 I FOR POINT LOADING TO Y' r JOISTS. F T ( 1') CONCENTRATED LOADS TOP AND BOTTOM CHORD ARE FOR iDkINKLFR MAINS q1�Q - -. - - - - 1 ( ' + i • " L' - WILWANICALLOADS. SPRINKLER BRANCH LOADS ARE IN THE UNIFORM DEAD LOAD. -- ✓`^ 1/4' SIDE PLATES w/ (2)- 3/4' DIA �v 1! 3' I I ` / /RO6F HAI - yEtt(iy1bCJ1TWN, 2.) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD 1RA1Gt;' � ObU LF 2t6. 1/2' THRU BOLTS ._` / :AW ��Z�HANGERS / 1 1/2' t 1/2" OF 330 POUNDS LOCATED AT ANY POINT ON TOP CHORD. W `i, / / 3/4` BfARIN; PLATE x BEAM YMDTH JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD 3 j --^ rt/4' SIDE PLATES OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BU'(TUM CHORD. (EDGER PER '� OE TAIL 7/56 0 T.S. COLUMN PER PLAN NTH (2)- 3/4' 4 ) AXIAL LOADS SHOWN ARE TO BE TRANSFERRED THROUGH BEARING SEATS, ¢ 1 , r-/ / ' (GRIDS B dt E) DU.. BOLTS UNLESS NOTED OTHERWISE AXIAL LOADS ARE ALLOWABLE STRESS VALUES BEAM/WALL HAS ONE END SUPPORTED AT WALL ONE END ON GLU-LAM BEAM 4' !. / / 1 NC;Ty 1/4 J L-3/4' BEARING PLATE .1 �2 HAS BOTH ENDS SUPPORTED AT WALL. �� SEE PLANS FOR TYPICAL BEAM MADTH + 1' PLAN SE 'JON CMU REINF. REQUIREMENTS t a 6 ) DIMENSIONS SHOWN ARE NOMINAL. SEE PLAN AND DETAILS FOR BEARING E CAr__- - _ - -- -- -_ -_ - Q CONDITIONS o f. I `--T.S. COLUMN PER PIAN 17•_4• _ 7 ) ALL JOIST BEARING DEPTHS TO BE 3 3/4` UNLESS NOTED OTHERWISE. 5 5 T . CMU : - 8.) WEB CONFIGURATION IS AT DISCRETION OF MANUFACTURER. PERMIT SET! � � \�' 4� 4 BEAM AT WALL/INT. COLUMN 5 BEAM AT INT. COLUMN 9 ) JOIST BRACING IS AT DISCRETION OF MANUFACTURER. F MARCH 12. 2000 MPSON 'lSTA38' AT T.O.F. 4, `6-11 dwq t° I1 --�r-----r 10,) NO NET UPLIFT ON JOIST. 24•_ C4, 56-12dwg 1 r 1'-0 T.O.W. 1/4' 2'-0" O.0 ArxtOSS 11 ROOF PLAN FOR ADDITIONAL SNOW DRIFT LOADING REQUIREMENTS. BASIC T0F SIMPSONLTt2O8 f1ttST TWO GISTS 2 x n HEADER AND TURN7 FFiA11rNG AT SCUPPER (TYP. B0T11 _ NON-(RIFTED SNOW LOADS ARE INCLUDED IN JOIST LOADING, AT 2-0_ O�. (�' ENDS OF GRID 2) -�- - ... -,.. flm-- '�' ROOF NAILING SCHEDULE - - -_= - NAILING; TBUILDING "A" ROOF FRAMING PLAN ■txlrrr .-•- ' ZONE. PLAN swap - L ALL PANEL EDGES FIELD DESIGNATION C q (` 991,14S-4 1 78 1 0 -- - 1 10d • R" O C. 10d 0 12* O.C. (5"M-40/FAX 10d 0 3 1/2 0.C. 1Cd O 12" O.C. ROOF FRAMING fVOTES. r a NOTES: 1. NAILS TO BE 10d x 0148 T I /1 A [� parr ., 2. AT CONTRACTORS OPTION, SHEATHING NEED NOT BE STAWERED. 1.) DESION LOADS TRIANGLE C� 3. STAGGER NAILS SPACED AT 3' O.C. OR LESS. ROOF LINE LOAD (SNOW) M 75 PSF + (AR1FT WHERE L)CURS (SEE NOTF2) 1, ROOF DEAD LOAD m •5 PSF aI rr • „,), n, t (MND SPEED - 60 MPH EXP B �i'ERA91ll.0 PROPERTIES, LLC ' ": SEISMIC ZONE 3 2.) SNOW DRIFT LOADS ARE INDICATED ON PLAN t , 4 f Pd - MAX. SNOW DRIFT LOADWd - WIDTH OF r u BASIC NON-�TEDODRIFT SNOW LOADS ARE INCLUDED IN JOIST LOADING 3.) ROOF SHEAT414G TG BE EXPOSURE 1, APA RATED 8' x tY SHEATHING MINIMUM 19/32' 1 •r1 I s �THICKN JSSS WITH MINIMUM INDEX 32/16. ORIENT STRONG AXIS PERPENDICULAR TO PORTLAND, OREGON i 4.) ROOF NAILING PER ROOF NAILING SCHEDULE. . SUB-PURLINS AT SUB-DIAPHRAGMS (SEF PLAN) TO eE D.F. 2 3x6 AT 24' O.C. Arora•-r StM�t OTHER SUB-PURLINS TO BE D.F 02 '2x6 AT 24` O.C., TYPIC L, VON '•Aa '� tA�t .4/M� L �'rr MAIILl+M �R, Sc00d/ 1 A.) DESIGNATES ELEVATK/N OF TOP OF FRAMING (BCTIY;J11 OF PLYW)OD) ABOVE SLAB Arrrlsoal+l ' DA VV ' rAaacwortvns• 004 GRADE AT CANOPIES DESIGNATES TOP OF CANOPY CNAM'IEI 41 F - . .4/2'5/2000 •ROCIF 14A70414A704, 7.) DESIGNATES ELEVATION OF TOP OF WALL OR TOP OF PARAPET ABOVE SLAB ON OItADE. � + r, 'i; 11„�,�J4. •��'41•i .'4,: µ. ; r + Y ��rt _ ,o:: 8.) INTERPOLATE ROOF ELEVATIONS KTWEEN SPOT ELEVATKWS GIVEN. r+' 9.) ------- INDICATES ROOF LEDGER. SEE DETAILS AG„-!"� BEECaW I'V'N '11N�1 TrT((t r u1 { ,, ";�,`,T �a/.R, + r , �,L'• • �. ,K 1r;,•1J a ?+ 'F t, 10.) D.S. RNacATEs LOCATION OF T)OWIMSPpJT .'a 1; a. x 7' •v 1�}. t x , :�' Vit'1 4, ( it. wAtl iRAMINO 10 8[ 6.F. 2 2 6 AT ) 4' OC. WITH MMI. 1".i 32` APA RAZED S� d 1 i 9' k .i r r { CTU ATtMlK1 T6 11� to ! , ". 04 T 5" 0. AT P �y ':';' w k 12' o T 1r ., .r/' GBUILDING R 1< ► e. .p. 4 C �' w1� i11EL0 ALL P , • r: , r" . ►,r t4 i' {11. ( ANE'a f �urrVrcl6fJ ROOF �.�x 1 ,�. -. •r +T. � i �,,�,jj y. y �I Y 'y,. �w �,4 i': �• .t,'1'.: � • r h ` L•� � � A IN ISM �,/ s5 JL - .. .,:� �,,�i� ` ,.,,pal .�, � i .�lR.• , J.:t. ,,} '''k�,, `� �.a .�7t , I:thlAr^'a:' ..'f ., r. ' 't .rT '7 i1 �}'•" r - . r , ti. t 'AP. •'R� J t' s. - :.' ; •�1 �.' 'l!� � Y�'_• "err , d' . � r ,.�• ►'' 'S•+" :. � �•t" V• fr, r. /fir 'Y : ^s r a :119'• , : b- J Y. r I'' '� ( 1 ♦M 'e• N r r, • r �t7'-1t i ¢ :-,7! �a'L. w,,..,.. ..L T4 ..7 i h' i '. •k '1':'X �t� ••� r is � 1 Y•: : • 41 • P •.. nr.x•,1•e••. . : ti'ftl+@-_-1 -�4... t r, (' !I':,�I f � .r' ' s: .d "•tI�'t[�-'t��ir�7,.k..,�., V/•r/,._.,,r'+,.itt ., I ' A�xrr.. �,_. r-.. -r ••�f, },.A• 1h. yr : .- �, ,. ._� ,.�';a.Ma ,♦T1I,t ,..,y:+ t 5�+-.et. •J ��•r� :. :. 'rl •i $�'j f'J.ni J 1y'!�° 7273 SW Dartm-0o0 U10t11 Str A° BLIP 2000 yl r , J8 of 4A r r ^ ^r, LEGIBILITY STRIP � I 2 3 1 11 :, a.::w: .. I C(Il __. __-___. __ - - ---- •w.1.1.. _. - i2 �I ,v3 vAldtr"w'- Ake,_ 4 11!I�III:IIIfI(IIIIIIIIIIIIIIIIi llllnl!lillllll • - - --• IQ"1T.Ig1 � 6 � a " O i iE 17 iB i9 20 211 22 23 24 25 26 271 . 28 29 30 Z III'IIIIIII'I,III'I oI,IIIIII III IfItI'I ,•,:,,�WMhMl�E'WA44�II I!I i I i I i IM�d1,IlrIJ� ��• N.tl� 4 I,I I' I'I NON I"x 1 OE r+a++•+,++r44b Z' I O r .. - MA,iI•�"•1r,!/'1„1r"'n•M I'N4W,YIAhFMfl1)1111'.uIMnNA,,t�1�,M,WwMk,wlM+rM4•:M',.' ,.ar...:a:.a,1MIMA„M.rr« +i.'Ma..n".:Mr,.r.,,....,.r.w,'.M.rf. .-:- '.:. - ,x 'ww+A rT vl - a 'C}UI^SCJ DIA -RAMS MAkI, yFd r _ AXIAL L�JAU (TYFC) ,'! ;1 (IN.) IRUf_RS r (T• i' Nt 44 -- - 5 LwUAL SF'AC'ES /,T 8•--0' Ci.0 ;6.(1k A I WAI i I NOWINAI SPAN44 , K ,E I �.. .._,r.... .. ...._.: SU Uk Al S'-•fi' 0 N-XIINAL :SPAN III i ) 1 N n, A , i;lf' lNla 8UT1tlM ,"H„Rt) ARE i�;k ' RfNALt.h FRANCH i(.A(.1: ARE IN Ti iL ."Mr'•RAI G At' Al; 4 A DITt ' 'A ChJ'_ENTR 7C LOAD v r FUILRE GREENHOUSE .' ON TOP C'11;F;,;A 1 • a UE I, LED F-if? AN AD T� I A `' ' 'EC T t'' '•nlNT1- BYOTHERS j � I'NE•i` F l h TWO /ADGI (aUNE ri lF`r. FEU .r'AI.<, A r;'C' AT Mot PANEL lr,om- or E•''T ,k1 r;NC+?C ! 1 1 ° t '.'', :_ !.vW LRF. f0 UE 1RANSFERREG 1FIRi7AjCii KNIFE 'PLATES ! i SEE ARCHITECTURAL DRAWINGS ''r 1F'• G 4rj,.A,1,1 I FOR CANOPY REQUIREMENTS. I hr rhE.tl RIF' ,r+ii'ti'''.• UNLFSSi 101hkrYWl;,r NOTED (!;FE DF :A'I -- .';-•41 ,L. k. .•, AMR, Nv;L ' ( RE A. -'t;,AFi.E. ,TRESS VA,tJES. I 1 , � � ,�1(' •i,rl,(i AIA �rl i. rL, ,,,Iti \' T- ,,'•I / rc F r NI ,, ,E fl! r N: :L'FPOF'";I. 41 WAIL F"•t.Fl / 1• '^: ;N` ",!,t,gy!1 .Rf 'I+'1,41n '! '-)r7 PAN AN'} r)rTAat" P,JR : t .} I', j +' i ,ti I I •aF AA,rr,, -,/,d`:11T ''NS I rEr Tri T' aF L1M..F v 'rt orr~�kw15E c 4• ,�. .. . i , ,IMT:.,i�Y 'AI :I 1 {CI. 1 Ict:i Ek. 1 K�, 1A4' FM Y ,, 5 wl :, I ,hL, 'rJ ! , Lltir f•f T'•f. ',r NAN.�FAI;fIIR J,,ru 1f K.`r ,t,,: ti'. T - , J , , I A L ;' RF!11.04 r M nNUF A.Tl1hF. __ 4 L • 1 , I I R 1 '?fJE i rr I I. "Oki AJw I � ��I �: \� I ! ( , � I •J I .. _ - :!. „ir/_-- ._` ; . RLI• 'Ir. `.�lyr •I. ;.F r r IR:F T '.t)4G NG kEVUtFEMENT'• c 1, _ ,.. tn�l �. 10 N GOER 1,)UINc, I - 2 x 4 FIAT BLOCKING. FIRST (3) BAYS OFF OF CMU WALL USE SIMPSON i '! _ j L)I��I'•] I A�J�r.i "Z2" Z CLIP, EACH END ----- � , r 14- TJI/165 AT 16- G.C. r1 4 r ,: i .• R I I(,',I 1 I • /L65 AT „ r Mr TO _ _ �. 1 i i.• i I 1/8 1/2 1;L ,0 1/ GL '� (3 T J F N,;.404 PAN' Ow 4 T QUAL. I I r 10 I ) r 1 5 � 51 8" ■ 2- 3x6 �� ' �. _p F Box- ,a' `.? eox J 14r e; 1 � . t v i !'• i ( I �,,�, r " L 32- BElow =BE/Low 'l I hGAiINAI SPAN :•8'-8 TYP 1 BELOW 6 1 3 ,0�l { BLC� 14 ( I W,� ) Row �14 - BOX S , rN w1' 4 i F I 'S.1 tl� x 19 1 2r 5 I 8 x 10 1 2 GL b/ 5 1,8' . !0 1/2" GL Z' �•- I I I I i - S6.1 I .... ... . .... ..... ..w I,• I { 1 ! I 1 _ _ 7 i N:%A11N,1L �,N 4 _r 11 Qk - �'K I fl, a p, ' t 1 �i .- • 8 , I, ,N III rri..r1 I I �� 0 T �•� _`.--`` _- _ , _ NAILING SCHEDULE F on soTFOR - IL_. _ - W. ROOF Tt1M CHlXiO ARE ' SPRINKLR MAINC AN�, 1 ” i' " "I i I I l_, T _,.A ,INkLL;# BPANiN LOAF: 4RE W f1E 1,Nfi,RM DEAD L•,AD I {. 5 NAiLIN'• r1 II Imok AN AUDI;';^,:.i ra)N4'ENrR:TkD I DAD I I t,• I -�- v}- 56.1 '7EG QT ANY FIL'iNT It, TZjP GHCIRD. 1 I 1 i I ZONE PLAN •,,,:T- TC) I ! BELOW ALL PANEL EDGES FIELD DESIGNATION E;F r K_ "')P AN AL")ITI,:NJAL CCNUNTRATED L;'4t- j S61 d ox j+ x .'(k PAIUNG=. ,'+i'N'F, A",Y PANEL :�tlNr OF EI(?TTI CHORD, I ^ 1 r I S m - BLDG. I+ ;t F1 r v T 'L EARIAG 3 ATL, ROOF , i NC)T SHOWN C '•t 4N ERRE: H4 'Ifr, Ei c `�� 56 1 N I tOd O 6" O C lOd O 12' r t:: '.] Vc-ITEn 'iN4"� 5t; nX A: LOA AR.: All I_'W'AgIF STT?E i5 VkLIFS _ _ l r',';,ANCl4'' ,4A,L A,WE EN�1 '>la,'. iFc:_(' A' WALL PANEL ! c D'61FNSIi�N; SNC' 14 ARE NC)611NA1.. SEE Fl AM AND DETAIL , FOR SE4RINC I I A p I ~,--• I. � I BUILDING »B» � 6 11 10d O 3 1/2' 0 C IQd O 12" O.C. � r_;�ti(?;fIUN•.. I f' !` BELOW TYP ! ALL J'117IT 6Ff,RINC EFTHS T ; ' �' } 4" LINL FSS WED !' + � j i 1 i I �- I I i —�`•--------- — III tOd O 2 1 2" O.C. r AE .' ,i E'D 01hFRWl>E. -+• 56 t N / 10d O 12" 0C i F WEC+ CONT f: I• A-' �.. ,ETi{1N MANU'h 'f'1FiCR 4• — 58.1 NOTES. 1. NAILS TO BE 10d COMM0 W/ 0.148 IN. DIA. E1R1L'iUG ::5 �' •.R�7!(}N ^F til�t,;ll'nCT:.,[4 2 AT CONTRACTORS OPTION, SHEATHING NEED NOT BE STAGGERED. '<k.l UN''F 1N .,`!:,T 1 r p 3 STAGGER NAI S SPACED A7 3" 0 C. OR LESS. i Z 1: ! SEL k1;Ot: PSA }, a . . ,l, L I .• _ ,L. ,,L_ IIREMEN iS. NA`.,I. I h I" • a � 1 'r x . x o, 4 MIN. 3x REOUIRED WHERE NAILS ARE SPACE O.0 OR LESS. IWk4 UklF TIN:. i ! ! / o+ � T I 4)I I I - ! ,OBEN ( x m/ 14 _m rt LOW) 5 S6 1�`r 14_ BELOW �� 17'-0 ,r TOE �' PERMIT SET BELOW BELOW 1 ' _�_ ._i I' I ? f h 21 56.1 ,.,8. , } •� I I I I _0F - i (3)3x6 ` --- — T W 5 1/8- x 9' GL T MARCH 22. 2000 f 1 " I i I I ( - 1 ` N ! _ BOX ROOF FRAMING NOTES: _ — — � IS' 8" sluPsoN ' 14 — � _.— ! „LSTA18" 1 7 \56.1 ; 1 ) DESIGN LOADS r -- "• j I. `+i ! (4) PLACES Sb 1 BELOW ; ROOF LINE LOAD (SNOW) 25 PSF + DRIFT WHERE OCCURS (SEE NOTE2 - +.r...�►... __ �- " a ROOF OEA0 LOAD 15 PSIF ) -_ 44 r :t rA jI ._._----. _ ..-___--..__. WIND SPEED - 80 MPH LXP B _ j I � ! �� SEISMIC ZONE - 3 - :� —+-•� ! 1� l lf! I C ; x ' \ BELOW 2) SNOW �dRIFT LOADS SNOW DRIFT LOAD, PLAN TO SNOW LOAD i I •} / I I _�_ i SNOW DRIFT TYP. h r ,I, co i Wd WIDTH (ZP SNOW DRlfi I ALONG GRID AND ' I , ihr:fR A ;, ► y,. ) 1 I I - I , - BASIC NON-DRIFTED SNOW LOADS ARE I'�CIUC'+ED IN JOIST LOADING ---! _ -- - - � WALL = , �I I 14 I F`til hi'A.L ./iC ; ' I I I =N II S6.t , 3.) ROOF SHEATHING FOR BLDG C TO BE EXPOSURE 1, APA RATED 8' x 8' SHEATHING o n II BELOW ' °D MINIMUM 19/32- THICKNESS W1rH MINIMUM INDEX 3?/16 ORIENT 3TRONG AXIS PER ENDICULAR TO SUB-PURLINS FOR BLDG B. 4 % 8' SHEATHING OPTIONAL, ML C IMIrSp ET 't w a AND ORIENT PERPENDICULAR TO JOISTS, 3133 SR KELLY AWRE /11IMM�, a /7201-M - - 4,) RODE NAILING PER ROOF NAILING SCHEDULE. ('�0,{' W-1�6J, FAX (S"�_1N3 Nld a 14.8FT. -' '' I —` I I j __ 1 20 -4' 5.) SUB.-PURLINS FOR BLDG C AT SUB-DIAPHRAGMS (SEE PLAN) TO BE OF /2 3x6 J '14 BELOW I 1 - 56.1 BUX ��I T O F i AT 24' O.C. OTHER SUB-PURLINS i0 BE D.F. /2 9mF AT 24' O.E. TYPICAL, U.O.N. ti r , / 1.0W X-X- I' i '"/ I I �,1/ �1.. I I } r, J r I fir'~ I , 6.) � DESIGNATES ELEVATION OF TOP OF FRAMING (TOP OF PLYWOOD FOR BUILDING "B S 1/8- X 9- CL AND BOTTOM OF PLYWOOD FOR BUILDING 'C-) ABOVE SLAB ON GRADE. AT G A D �; F 1 i CANOPIES DESIGFINATES TOP of CANOPY CHANNEL VERIFY WITH ARCHITECTURAL TRIANGLE 8 5F 1 ~o L, 4 7.) X X DESIGNATES ELEVATION OF TOP nF WALL OR TOP OF PARAPET ABOVE SLAB 56.1 ON GRADE. VERIFY WITH ARCHITECTURAL. REMBOLD PROF'ERTIE:S, LLC f j I BELOW �, "�1 z JI --I - - I �` ! �,• 1 8.) INTERPOLATE ROOF ELEVATIONS BETWEEN SPOT ELEVATIONS GIVEN. l Z (^ r` / ly1 ____._ _ __..____ l , --BELOW 1 9.) INDICATES ROOF LEDGER. SEE DETAILS ON PLAN. i i ! " I 1 �,r .... I,1, i Sfi 1� 14 ; t3r �� , N 10. ---- INDICATES GIRDER BLOCKING. SEE DETAIL 2/56.0. '41 _ �; n i xo• x M 11.) D S. - INDICATES LOCATION OF DOWNSPOUT BELOW. PORTLAND, OREGON /1 BELOW ' I ffBOX BUILDING »p» ao 2.) INDICATES ENTRY HEADER PER 14/58.1. I ,„ 1 - 13.) (�- INDICATES FULL HEIGHT HEADER SUPPORT. XX INDICATES NUMBER OF 2X6 STUDS, MIN. FILENo 1•� 3 I. / � r�.�' .\ �' 1 _ ` ' , ..j /, r ��T \� ' 4.w --r T{) C .1 f1 , MwwoN soon ' �-.-- yr:' `r. I BELOW BELOW v,elovs Ore •I'�eC11r t,0A1 14 L 1�{ r. 4, •,,.T,� ;•'•' - ..a.i � _.i: .. 1_ ' O r- �--- -------- - - - �. .._. ....._ r.; T _ar..,.i:-' ••"- .'~_.+..J�:... il ''rT-' rlrsi4 I, 24 :-�•'+y- - 7 - ' •. •` t.'4 / OINK♦ T,l K a t a al.•.1 a! _._.._ 1._. -_. 7',�NI E \ - --------—_- ------ -' 62 ld_�._ i ,----rte-- ��, ! �s`6� 1 �.133_l..r._ / c`1 `�," . q" _ 5 1 x 9 GL c` c� T.li F. T.i).F. 1.O.W % 1 W, '--t's1-iF;'r` f�,r---- - - -�` � `----:+�.' `,�s,"a Il;:.� { ---- .----- - --_.. ._--�I� �_--�:--.=� -� ,., '1zc� n.�• J4C -i4�x �¢3 E. KNE' nwnr tIru T1. 5 , 1>� -30-01 BUILDING "F3" 4' --�;.F <••� ,M ctti x 15.; IANOP' FRAMING I'rPl(:AL �, A BUILDING 8 ROOF FRAMING PLAN `— .,FE DETAIL a� 6 J FM Ai'r�ITII�nIAL INFnRM,�TInN ROOF FRAMING -5 , 993'4S 1 - NOTE: SEE SHEET S5.1 FOR BUILDING "C• ROOF FRAMING PLAN, P LA N 11AMf Ns. . S - 5 . 0 err OT DATE$ 1 22 PLOT 14:46.21 i�t6 r r s 7275 SW Dartmouth Sir. I , BUP 200000101 ,._.... _ - 39 o1 44 _ _. it • i Cm LEGIBILITY STRiP Ipm�.l cm I 3 4 5 5 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 215 28 27 29 29 3p CD Of HONI'� IOL 4 - ' 1JJaJ��1.1�ILaI)L� .G1�1!��1111�(l IlallW�J)11�111!LI1l l�J►J11 lltUul l�l111J ' 9 4 Il�l�l�J� WaI Oz s rr ,�•. ,4rlm.w.tw'.b�lewwhrRyl�„�u.,,,.„,,.,,,t,��,arxlrtAl�wxx" .y.-.. •,w.. i. , , ,. .. - pool"!III I il 4V, QAI 11IIMMl�.awxl Mrr Mnr►xM MI,M••4+IMgMjbWwfM,Mq,'MdM/'. .:,-Wr .. ......_ ... ...... ....:, ......,., .. ( -� GIRDER LOADING DIAGRAMS I�•� I MARK P d f (TYPE) (KIPS) (IN ) GIRDERS ' LOQ i (TOP CHORD) I44 P P P P i 16 K 36 5O.Ok 5 EQUAL SPACES AT 8'-C O.0 6.Uk AT WALL) NOMINAL SPAN w 38'-8" 44 P P P P I + \ (� 16 K 36 50.0k 1I 5 EQUAL SPACES AT 8'-0` 0.C, Ii I NOMINAL SPAN = 40'-0' l 1 J 4 I 1.) CONCENTRATED LOADS TOP AND BOTTOM CHORD ARE FOR SPRINKLER MAINS ANI) WLLdftCAL_LQAU.1 SPRINKLER BRANCH LOADS ARE IN THE UNIFORM DEAD LOAD 2 ) GIRDERS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD 40 _ -- - _ -- '`' I OF 050 POUNDS LOCATED AT ANY POINT.ON TOP CHORD. ,�------- '-0" OC 39 ♦ ! 3 ) GIRDERS TO BE DESIGNED FOR TWO ADDITIONAL CONCENTRATED LOADS I OF 300 POUNDS LOCATED A7 ANY PANEL POINT OF BOTTOM CHORD. i 4 ) AXIAL LOADS SHOWN ARE TO BE TRANSFERRED THROUGH KNIFE PLATES SUB-DIAPHRAGM BETWEEN TOP CFORDS UNLESS OTHERWISE NOTED (SEE DETAIL -/S-4).SUB_UTAPHRAAXIAL LOADS ARE .ALLOWABLE STRESS VALUES * - - �- AI ( EE ROOF FRAMING NOTE 5) SEE ROOF FRAMING NOTE 5) SR (,�AND� HAVE ONE END SUPPORTED AT WALL PANEL. (ZONE III) � � � I (TONE III) SIMPSON 'LTT2U8' AT SIMPSON '1.7208' AT I I f, i DIMENSIONS SHOWN ARE NOMINAL. SEE PLAN AND DETAILS FOR /--, I -0" O C TYP BOTH 2'-0' 0 C TYP BOTBEARING CONGITIONS SIDE r_ 7 ) ALL GIRDER BEARING DEPTHS TO BE 6` UNLESS NOTED OTNERW�c / SIDES 24 8" SIMP N '15TA36' AT i MPSON 'LSTA36' AT 8 ) WEB CONFIGURATION IS AT UISCRI:TION OF MANUFACIURER 2'-O' C ACROSS 2'-0' OC ACROSS _T_ START PANEL FIR<T JgSTS THIS 9 ) GIRDER BRACING IS AT DISCRETION OF Mi NUFACTURER. -~ (EAST SIDE FIRST 3 JOISTS THIS / 18'-11 1 '2" \560 f -7 112' I 18'-tt ' (EAST) SIDE F' T O F Tom- i I 10 ) NO NET UPLIFT FORCES 0,,i GIRDER D'S -- 7 a NON-DRIFTING SNOW LOADS ARE IN IN GIRDER LOADING. O F /' ,.' v ` 19'-7 1 2' JOIST LOADING DIAGRAMS . r• I • 1, MARK WF MFk JOISTS AXIAL LOAD 'cam . i, { . (GL ) NO (TOP CHORD) c+ I �- 'r,X.Ki; ,II• ',/�/''! ,, /�/'' ,://- I Y' Wl!1L/LI 2 32LH 11 Ok 6 Ok AT WALL) �k k. ,^ .�.."�?C.-.'` --'!•F NOMINAL SPAN 50'-8• � , ,'/f!/ ,,//` / ,,�j;' ,i ✓// : '� v G i �j�f,% .1�, ,;I��n\ ,'``�, - ' ` � �1. •sL'='3�._. �. y r .�•sL=-. - _:r:rr y 1 Y ,/ / /•'',,' /.� i !.'1 ! // `I/ •'//i/ I -�;v1y,C: ,^ .. 4 • W(TL/LL) If !' X 320 200 32LH f� - 11 Ok NOMINAL SPAN �7 _ Iy, " x �I 32LH 11 Ok A /k X I I (�/ NOMINAL SPAN 47'-4' 6.Ok A T WALL.) ., yy y, .� ti s -:r t-- F - _ ..,.... . .•- _ . . 1 _ 1MTL/LL) r y . r `' / {h r 14 __" 2L , 60k 11 OWALI) x (� pp n '.� />. 20' NOMINAL. SPAN >. 46'-0" tit' 3F C 64 LOK 36 G 5N I ,, 0•h. „ OK ! ,' ;. m.e 5►? .it ^TOTES: ' 1 ) COrvCEN'RATED LJApS 10P AND BOTTOM CHORD ARE FOR SPRINKLER MAINS AND 6 0 -------- 6 4 t ,r' jr r, F'OOF NAILING SCHEDULE MECHer'I1 & 0 ,S SPkINKLER BRANCH LOADS ARE IN THE UNIFORM DEAL LOAD � 2 ) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD o/ NA;UN: OF 300 POUNDS LOCATED AT ANY POINT ON TOP CHORE) Ix",x*% j "')NE PLAN }; ='ANi I EDGE'; F E.D ESI-NAT',-PN 3.) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD A x• " h OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD ILDING "C" ti} x , •'r 4.) AXIAL LOADS SHOWN ARE TO BE TRANSFERRED THROUGH BEARING SEATS, ' 1 LESS NOTED OTHERWISE. AXIAL LOADS ARE ALLOWABLE STRESS VALUES, ,>�,Y` �• 'd 43 a" 'i c_ 5�i 4 12- �_l ES } r y;n` rv� 11'ly . ' " C D(DH V£ ONE END SUPPORT x S.) IO,O,AN 4 A ED AT WALL PANEL. CX \ M,n } SKY t i O 5 t C 10d O 12* 6.) DIMENSIONS SHOWN ARE NOMINAL. SEE PLAN AND DETAILSF BEAPIN % X CONDITIONS, OR G /''•� /. 7.) ALL JOIST BEARING DEPTHS TO BE 3 3/4" UNLESS NOTED OTHERWISE o .. /\ ` ; y ' , " ` a�� ' ;.r ' ;� �y(k i Iod O 2 112" G.0 IOd O 2" 0 C 8 ) WEB CONFIGURATION IS AT I ET10N F SE D SCR 0 MANUFACTURER 00 Iv, r;%v," ✓/yy "fir r 2°0J\ ►` r / tib' ,5 t _ - " - �'''E ' 1 NAILS TO BE 10d COMMON W/ 0148 IN DIA 9 ) JOIST BRACING I$ AT DISCRETION OF MANUFACTURER. S' <YKi;• .,,`• 3��N .Jc /k '�~K"' Y'K. ' . 2 AT CONTRACTORS OPTION, SHEATHING NEED NOT BE STAGGERED 10.) NO '4ET UPLIFT ON JOIST. ' I "`' 3 STAGGER NAILS SPACED AT 3" 0 C. OR LE°�S It SEE TOOT PLAN FOR ADDITIONAL SNOW CRIFT LOADING REOUIREMENIS BA' K ti 4 MIN 3x REQUIRED WHERE NAILS ARE SPACED 3" 0 C OR LESS NON-DRIFTING SNOW LOADS ARE INCLUDED IN JOIST LOADING, SNOW DRIFT TYPICAL-� X` x ',� `' li D G AT PERIMETER (�F N, � /'� `' r y� }( 1 `.K' UPPER ROOF '' ' PERMIT SET r' ��LY•°�S,Y Y•y .LJ -_. -� __ I !' .._ ._ ._.__ -.. MARCH '2'2, 200-0 ? yY ,x , I- f311J:Kl lv G 1 r .44 22'-0 , '2" r ` \I'}t Yk,n�' x; ', ;'ER IAIT. 2/',6. - + 7 �__... 'y . .,r I ROOF FRAMING AMING NOTES: DESIGN LOADS #w - Y .OK a DR;rT WHERE OCCURS (SEE NOTE2) B '.+ 5N 1 .OK krw,�` v' 1 ROOF LINE LOAD (SNOW) - 25 PSF '1a WIND PEAU LOAD . 15 MPH Y"'-'- WIND SPEED - 80 MPH ExP B E- 4 \ I x X y SEISMIC ZONE '`• 56.0 ;t}' ,Y, v a' 11 _ 0 3 �-- -• x 3 v. % +-+ T 0 F !, I 2 ) SNOW DRIFT LOADS ARE INDICATED ON PLAN n w' b•0 '�" ' r• . I 7 I i Fd - MAX. SNOW DRIFT LOAD, IN ADDITION TO SNOW LOAD, -?moi ,,r' I Wd � WIDTH OF SNOW DRIFT . .. GIRDER BLOCKING ;'. BASIC NON-DRIFTED SNOW LOADS ARE INCLUDED IN JOIST LOADING _ +r��■ it r YY, PER DETAIL 2/58 b ) - - -- -- _ - " y l 3. ROOF SHEATHING, FOR BLDG C TO BE EXPOSURE 1, APA RATED 8' x 8' SHEATHING % ,?y - i MINIMUM E IMUM 19/32' THICKNESS WITH MINIMUM INDEX 32/16 ORIENT STRONG AXIS I' U .x c i:' '�.y y RPENDIC LAR TO SUB-PURLINS. FOR SLUG B, 4' X 8' SHEATHING OPTIONAL, VLI�IlC CormA � 'O .f ANC ORIENT PERPENDICULAR TO JOISTS. J933 St I�11T AM&F. /FWA at 17M_4W rk�� r I 4.) ROOF NAILING PER ROOF NAILING SCHEDULE. W-44S�FAX(30 2WO3 �_.. r y a .y.S.. ' h Y 1\11,)< 'v"Ca -.- - ' 5.) SUB-PURLINS FOR BLDG C Al SUB-DIAPHRAGMS (SEE PLAN) TO BE OF 2 3x6 -- -- - - - -`----- ---- I' y `�('/ p• ^ G ' k, `/ .yli'�• +� r I�"""' AT 24" O.C. OTHER SUB-PURLINS TO BE D F. /2 2x8 AT 24' O.C.. TYPICAL, U 0 N. • •� XA` `r' .'}` � 'O I� �Ti, � �, k , . I -�_•1.�5'� � ...I I PAt).,f�t r' 4 X •x% �\� 0 i k• _ _..- --._ .__ 6.) DESIGNATES ELEVATION OF TOP OF FRAMING (TOP OF F,LYW000 FOR BUILDING _8 -'" !!! AND BOTTOM OF PLYWOOD FOR BUILDING "C') ABOVE SLAB ON GRADE AT T I G A R D CANOPIES DESIGHNATES TOP OF CANOPY CHANNEL VERIFY WITH ARCHITECTURAL w-X" of OF PARAPET ATRIANGLE 7.) DESIGNATES ELEVATION OF TOP OF WALL OR TOP ON GRADE ROVE SLAB I n / /' O , ,/ ,'%y I ./ i ry / / / i i ' y,' v,• , VERIFY WITH ARCHITECTURAL 8.) INTERPOLATT ROOF ELEVATIONS BETWEEN SPOT ELEVATIONS OVEN REMBnLI� PROPERTIES LLC ,n-• - \ \.` /•''`% /'' j' ji !'J ''I / ''''j'+ •i / i //:' ,' r % i' y - --- -- - ELE ON I 2 r'{v /w /` ! / // Z i% �/ /i% // ; , I/ , ; i k \ u 9 1 I OF LEDGER SEE DETAILS ON PLAN • �/ i f,/ % % % /J/ /.,'rr ' I NDIC A TES P.0 O ,Y X yam' / /' • ' / / / r'/ /• / f .r ' / ,, 1• " I I / / i' /' / / J / 1 .' INDICATES GIRDER BLOCKING. o ✓�' X //. / / /` % / /� /'//i//� j �i, �/ i / % % y; 1 10) -�� INDICSEE DETAIL 60. :r/ %' % r �/ i / '� ,/fi / i•' / i ,[' I I ET I 2 'S ,� �/ / / J ! // /// ,/ // •/% /%,�/ /%// ,. ' / 7•' :t X v ,,� i 11 D S -- INDICATES LOCATION OF DOWNSPOUT BELOW. PORTLAND. O R E G O!\I 4,ykK, i/ j /�' / /r / 'fi/' � 'i/ �/ ' ti +} '` 1 12.:) -20X INDICATT-S ENTRY HEADER PER 14/S8 I IIIVVV X ,( / �l ✓/ i ///✓' ' / ,/' i /• i r�/'� ' ' ,.• / i / vY' ' 1 3 x I Pno.nc r my 0901• -F) 1/2• "� .�. �( / ✓ i'; %/ i f/, '�// //, /j / , i �`r J/ j ,, r, ", -\, - 2" j ) c �- INDICATES FULL HEIGHT HEADER SUPPORT xx INDICATES NUMBER OF 2XG STUDS, MIN R M.11r1s-01. \ / /' �/ / l/ l // '/ r V ` 2 iE ND K .y y°(` ( / / //• / / %/% / %/ //// ;'// / /!/;/ /, l X >, ) I T 0 ~ OAr MWN�FI � 2000 /F�-•✓ i, " ,h / '•• ♦ v I REv ION! DAT • , .t-,� / r -- \� I 24'-8" f �4r �O - [ -W W 5 r GINE♦ 1:a - - _ e. - ._+ •�:.A3 - 84e2 �WJ/ lic 511 I O.W." 1.O W '` I r r T.O F• I T.O.F. T.O.F. � I OIir1114M T.O.F. O.F 1/�3 E. V(0 tsar nnE tt'- tt tt 0 CIO x 15.3 CANOP FRAA,'II#C TYPICAL 22 T'0'c -T 0 F - 8 . ° SEE DETAIL 8/SO.O FOR ADDITIONAL INFORLIATION I A ~ r_-W. (p-3O OI R U I LD I N G C BUILDING C ROOF FRAMING PLAN ROOF FRAMING 20'-0' 30'-O" 18'-8" �, 993145-5 1/sr--71707 -- 30'-0" Y0•-0" NOTE: SEE SHEET S5.0 FOR BUILDING 'B' ROOF FRAMING PLAN. PLAN ,N..f N. . S -- 5 . �! VVLMK PLOT DATIE& t / .42. 4 KRS 7275 SW Dartmouth Sir. yt,; ' :-• 'rr`�.•iN�r � :. n?i". h , .. 2000 101 40 of 44 ... NI LEGIBILITY STRIP to 11 I'3 Ia I,e I _I. o 2 ~ 7 IEj 9 2 2 e3 24 25 26 27 2B 29 3'0 CD }I z l I I 01 'I'III��IIII I�� I I'I' I t3 _ ,.1 J,l��.j.),i. ,.1.6++4r.4rd.4W,7.1,1J.U, ,l� �.I.!,�..1JJ.11�.11111J�.11l I I. $1 NDNI a IOt• .01 ' I.u. Llll I oz µ • , ` �►r 4' Mr+nN+ls t ab TYPICAL CMU WALL PER PLAN LEDGER PER DETAIL 7/56 GIRDER BIOCKINC PER RETAIL 2/S6 SUBPURLIN PER -- ---- PLAN W/ SIMPSON -NAILER - SEE 7 -PLYWOUD SHEATHING HANGER PER DETAIL 7/S- t 5-6 ERECTION STUD, IF RE00. WELDED TO PLATE PCR PIAN ROOF SHEATHING - (NOT SHOWN IN PLAN) 3/16 _ �_Kksl`FPLATE CENTER AT SPLICE 3/16 2" 1 ..l/4x NAILER PLATE - SEE PER PLAN 3Z4' PLATE x 6 x 1'-0' W/ (2) 3/4' OLA., x i--STAGGER PLATES � S-6 8 NELSON STUDS AT 6' O C. j BY 2" ---{EACH END \ / r— SUB-PURLIN t/4 11/2` \ *IF / -ROOF SHEATHING PER PLAN 2' 4' 7T7 6 x 6 BLOCKING - - - - -- - 77fl - --IFY 1 4 { = J DOL.BL.E ROW DIAPHRAGM EDGE NAILING - SPACING ��- ---3/4' t GROUT AlR F PER PLAN \ i �..�Q� 8" _ 1 1/2" BEARING --5 v MIN - _. _ - / 1/-4-P- ; TYP JVIS- z l__�PILASTER PER DETAIL 12/53.0 WITH �'. /ER PLAN - 3 3/4" VERIFY HATH MANUFACTURER EACH T!)-/3 rtES AT top I t/4 4 MIN. END , \ K ---- ---_— -- - VERIFY W SUPPLIER RUN TYPICAL 30N0 BEAM ; — 3/4" t3' BEARING PLATE REINFORQN�, THRU PILASTER •- __ ---- JOIST PER PLAN --r-- T- W/4" 3/4' DIA. ERECTION BOLTS - r- N x 4` ( EACH GIRDER a t/4" LATE LAG SCREWS PLATE 2'x�\ / < . 0'-12' (VERFY�CHORGASPACEB")x ; z I WIDTH W/ SUPPLIER) --� 1 4` 1 4" ' \ T S. COLUMN PER PLAN GIRDER PER PLAN / S'EEL GIRDER PER PLAN ' STEEL GIRDER PER PLAN -- --� DO NOT WELD BOTTOM CHORD \`3/4" STABILIZER PLATE x 6' r 6' 1 TO STAB1uZER PLATE t6 STEEL GIRDER AT PILASTER 2 GIRDER SUB-DIAPHRAGM BLOCKING S6 , 3 STEEL JOISTS AT GIRDER c �Gdruwinq6080 54-- �wy 0' 1.9 . ' 0 C \Jdrowmq 99080 S4-4A dwq 1 2 _ ..14 STEEL GIRDER AT T.S. COL. G � � • 1 -G owing',99GBG ,.4-3 owy 1 _U /2 1/2 CLEVIS W rH CI• DIA PIN (BOTH ENDS) (2)- 3/4' DIA x 4" NE_SON \ STUDS EACH SIDE 91 1 3/8` PLATE BRACKET B" 4' ' �3/4" DIA A36 R00 EMBED WITH HOLE 1 4 �_ --'--^ WITH THREADED ENDS ('t 2.20 7 x 2'-8"" -----� FOR t" DIA PIN - ��--- O r TYPICAL HORIZONTAL BOND BEAM /4 x 6'-0' N - .4A CROOK OF BENT .r P T. 3 x 6 LEDGER BETWEEN A706 BARS PRESSURE TREATED TOP PLATE JOISTS W/ (4) - S ( DIA. - 3-,8 V W/ 1/2" DIA I MBEDDED J-BOLT EMBED) H -BOLTS (MIN 5 1/2' (4)- /5 x 2'-G"- AT 48` 0C - --- 04 HR) HOOKED AROUND ADDITIONAL C8x11 S x V-4' A706 BARS AT 1/2" SAO( PLATE x B' N HORIZONTAL BAR 8" 0 C CENTERED /2' PLATE /4 x 4'-0' IN —. CMU WALL PER PLAN CROOK OF BENT `� IN CMU CF.11S •� �` A706 BARS TYPICAL HORIZONTAL SIMPSON 'LSTA" PER PLAN. 1 BOND BEAM SEE PLAN FOR SIZE AND LOCATION.(2)-A7 /4 ■ SAT INSTALL SHEATHING NAILING BEFORE A706 BARS AT r STRAP TIE 8' 0 C CENTERED "' PROVIDE SIMPSON "LTT' WALL TIE PER PLAN A 3/1-�-- IN CMU CELLS 1 / WITH ANCHOR BOLTS AT 2'-J" O.0 TYP /4x4'-o' \ L5 x 5 x 7/16 x 0'-10' WI EMBED TYPE 'A'--�" 1/4` STIFFENER PLATE , ,1p. Bt PCR RETAIL 6/56.0 ERECTION BOATS PER LSL OR LVL NAILER, WIDTH TO Yj� J0151 MANUFACTURER TYPE �A� EM�� 1 4 3 id SIMPSON 'HF26N' I MATCH JOIST WROTH \ HANGER \ ((2)a3/4ADIA. A32`TE ET EMBED Wlr� METAL BOLTS' - TO CANOPY FRAME COPE PLATE 00 �-SUB-PURLIN - SEE PLAN CMU PILASTER (INSIDE MASONRY) FOR CONNi �_ PLYWOOD NAILING ^ ,i PER PLAN TO CHANNEL -LEDGER BOLTS -4 x 6 P T LEDGER Wj 3/4" 1 (SHOWN DASHED) BEFORE B (C W,r�/ W_- B" 4" 1 - - J-BOLTS (MIN. S 1/2 EMBED) I STRAP TIE UN TEL AT SIM ) PROVIDE NOTES A5 REQUIRED AT 24' O.C, HOOKED AROUND 1 FOR CONT. LINTEL BOND } BEAM REINFMICING ----�— - ADDITIONAL /4 HORIZONTAL BAR �` / - IL� I �—OPEN WEB STEEL JOISTS SPACED PER P�/�N 3U R 1 --• _ W/ 014 GRADE 5 WOOD SCREWS x 1 3/4 SEE 3 SIDES 1 4 rt� _ 1 1/2' AT 36" 0 C BOTH SIDES OF TOP CHORD , ARCH 112- EQUAL EOUAI. EQUAL 1'-0" 1'- (STA;GERED AT 18" OC TO TOP NAILER - , 0 0 __— PER PLAN �� i r� ' �—X CONTRACTOR TO TAKE CARE I - r 1 1 PLAN VIEW PLAN VIEW IN PLACING ANCHOR BOLTS FOR JLl� t/2" - CORRECT STRAP ALIGNMENT (2) 3/4' DIA — TYPE 'A' EMBED TYPE 'B' EMBED . 4• NEIsoNt'-4" I 1 STUDS EACH SIDE --{ 10 x 15.3 PERIMETER - 1 1/2"/ 2 1/1.` CF+ANNf.I 1/2" BACK PLATE ■ 0' JOIST AT CMU WALL 6 EMBED DETAIL - SUB- PIJRLIN AT CMU W O S6-5 d*g , , -� ALL ,( I 6 SG-F dwq 3,777 I -0 _ -- I 56-7p dwq 1 1 -0 NO'ES - - �'. 3/16 __ ---- - 1. E ARCH FOR ADDITIONAL REQUIREMENTS 3/� P E R M I T C E T 2 AT SIMILAR CONDITION WITHOUT PILASTER, AMRCH 22, 2000 MODIFY EMBED LENGTHS FOR 8- WALL/UNTEL THICKNESS WITH (1) STUD EACH SIDE OF PLATE — --- AT CENTER OF WALL, PROVIDE ADDITIONAL WALL REINFORCING AS SHOWN rL UPPFR EMBED }-�TYP OF 2 — a— wxxxxxiw�ws �.._— 3/16 —.-�� -....�-• == AT 8. O.0 FOR �.r.....-.-_. �x�xxx► 6) CELAS FULL HEIGHT OF LINTEL = �..�.-- (2)- /4 x 4'-0` HOR11. TYP. BOND BEAM AT EMBED COARSE 1/2" CLEVIS PLATES -PER DETAIL 8B/S6 3 AT BUILDING 'A" CORNER CONDITION PROVIDE (iQrojunp ADDITIONAL UPPER EMBEDS FOR (2) ADDITIONAL -CAtIOP Y CHANNEL-- 3113J A KE11T�� _� TIE RODS. BEND 1l_ATf ANGLE OUTSIDE OF CMU PER PLAN A5 REQUIRED 222-4W /FAX(3q 21B-1213 rtL — - ----- --- -----�—— sno��r• CANOPY' FRAMING T I G A R D S6 dx9 . I _o TRIANGLE= RFMBOLD PROPERTIES, LLC PORTLAND, OREGON PRC-mc r No •so Pwr w0 DA 1`6 X1'1 REV19KWO OA ri t7•IIMIrx7M . 1 \ c'1 11 f'' 8492 nn x .•.«� 133 UILDINGS A do C ROOF •� KN FRAMING DETAILS EW 40-01 . S - 6 . 0 V • .T K PLOT GATES: 3/22/2000 11:11.17 XRS 7275 SW Dartmouth Str BUP 2000-00101 41 of 44 4 LEGIBILITY STRIP cm, " 10.9.1 cm I 2 3 3 8 9 10 It 12 13 14 t8 17 18 19 20 21 22 23 24 5 26 - 28 29 30 OII' II'I+I'�'I'I IIIgTfI'I I'''I,I 'I'�'I'I I'I��II'I'I I1IIIIIII _ I1��'IIII�IIfI'�'IfI'I'I'I'11IIIIIII • �iI JJ •7I�J.JWJ:Ltd[I1 �.L1,�1�1.W.)-W1�,IHLJLi 1.�M .WJJ 1.0.41 L7,� 1J+,v.M«�V+AAh MM!d .WJY..1�•W�.4+�N,�.1„-II�j, ''II,,II,,II,, 'I' ' RONI.Oyyl 08 CD A: .. Rnft.+WpNxN,Mx/1 .. fMIMA'N9F„. ��d'' - �UOf 1000- .. Sh.Ml4?Wr!M'M-.xrMM1,u.M.M•4—q.....•.in,. ,,,,.,;...+M x ,: ,.,nn:. .......o-: ........r..v. IM"M.r'M1�16M•IIYb�M� fA11MWA.+'.. _..,MM9 .Mw-A .,,,,lyx,y,..y�, ,....:. ;,.,:M.,,., ,..,,...:.,,•I..,N., y ,... ,,,,... .. �,Jy,p411Y w t 77 f' DIAPHRAGM-------. L8x3 " DIA 4x3%4%CO#YT C L8x4x3/4xC7NT, EDGE NAILING W/ 3/4" CIA. W/ /4 PER PLAN DIAPHRAGM- EXPANSION ANCHOR ROOF DIAPHRAM NAILING EXPANSION ANCHOR EUCE NAILING 46' 0 C. MAX., S" PER PLAN -SIMPSON "LSTA9" 32" OC MAX, 5" lV00MENT. ALIGN AT EACH TJ JOIST - 2X VERT STUD PT 4x4 LEDGER EMBEDMENT ALIGN PER PIAN W1 FLOOR JOIST ROOF SHEATHING- /- PER PLAN \ WALL SIM720B" W/ FLOOR JOIST P1 4x4 LEDGER - -2X BLOCKING AT ROOF DIAPHRAM NAILING LTT20B" ROOF DIAPHRAM (2) 1 O NAIL: -� /-2X SILL PLATE PER PLAN 32" O.0 SMPSON--- m _ BETWEEN 1x BLOCKING FLOOR -- _ -- LTT20B" VERT EAC ROOF SHEATHING-- SHEATHING BOND BEAM 48" 0 C. PER PLAN PER PLAN REINFORCEMENT J AT LEDGER FLS I -2X STUU WALL / PER PLAN S 1/8" Ilk BEAM SHEAR WAIL NAILING SHEATHING - - BOND BEAM PER PLAN ` CMU WALL AND PER PIAN / L> 1 ? 5" PER P AIN _ 2x FLAT J = REINFORCING REINFORCEMENT PER PLAN yyEB ___ AT LEDGER I I SAMPSON "A35' EACH WALL SHEATHING -- i 2 ti24 ° SIDE PER 2X VERT S1UD PER PLAN BLOCKING STIFFENER 7 I I I \ PER PLAN i T ` - I,i2" DIA x2 112" LAG AS RE 0'0 / SCREWS 12" O C. . L-. �_ / _ � 3 4"x18- lvl \ - r MU'ROLAM LEDGER PRE URIL_ L8x4 Ac L_ -- `�• '.--7-- 2X8 LED(•ER ------� �--` WALL SHEATHING FLOOR JOIST- _ _ 1 W/ (S)- Ibd NAILS A �-SEE ARCH NECESSARY I' t I EACH 2m STUD AT ` Al SPL E LSE PER PIAN PER PLAN Ilt)OR JC)IST - r TJ JUI',T- J SPLICE, USE SIMPSON SMF'SUN "m';IA Su` PFR PLAN, \ ` PER PLAN "PUCE. " CEILING PER --- WITH HANGER �- 1/2' DIA x2 1/2" LAG HANGER PER JUiST ARCHITECTURAL PFR JOIST SCREWS 12" OC MANUFACTURFk -WALL SHEAfHINC. MANUF PER PLAN ---- PRE DRILL 18x4 AS _ NECESSARY LEDGER DETAIL 2 LEDGER AT CMU WALL S JOIST AT CMU WALL 4 J01"TS AT LEDGER St,l -1 dwq = t -77_717775HEADER DETAIL 561-2,iwq c_ S61-S dwq lx 1 0 r SF,1- 4dwy t � 1 --0 (2) 2a ToP PLATE. 2 X 6 PARAPET WALL SIMPSON 'LSTA9" r AT EACH JOIST LVL LEDGE PER 4/S6A I t I - - - -_— - - — -- —� SHEARWALL SHEATHING PER SCHEDULE SHEATHING AND1" Cp EU EG EO 1- NAILING PER SHEAR ROOF SHEATHING _ - WOOD SIDING PER ARCH. WALL SWI �:.• PER PLAN r WALL VERT.L SIMPSON 'MSTA72' EACH 5\ 6 1 TS 4 x 2 x 1/4 TS 4 x 2 x 1/4 1 > FULL WIDTHS HORIZ (5) PLACES 1 SIDE OF OPENING AND AT 16d NAILS O h ri r5 4 x 2 HORIZ 2X SILL PLATE 12` O.C. MIN. SIMPSON "LSTA9' I 1J1 JOIST PER PLAN WALL EDGE - _ AT EACH JOIST -2x AT 12" OC. 5 1/6" GL BEAM ROOF SHEATHING - _ I �ARCH.R r------ ' PER PLAN PER PLAN ,�. I nil-� (3)- 2m PLATE-ON EDGE I SIMPSON 'EPC64" -HANGER PER JOIST TOP )F OPENING- y 2m STUD WALL J - _ MANUFACTURER c "� y� PER PLAN POST CAP �--- �-STOREFRONT OPENING- 2x PLATE WITH 16d SEE ARCH, A TS 4 x 4 HORIZ, 2X VERTS FULL -_ AT 6" O.0 r --I HEIGHT, SEE PLAN - ---- 1 PT4x4VERT. L f OR USE OF (2)- 2x, GL SEAM PER PLAN I '— - MATCH HEIGHT OF T5 4 x 2 VERT. WITH f2)- 2X6 VERT--- (3)- 7x. OR (4)- 2x I 2x BLOCKING1/2" DIA. A-307 THRU [M- ?r VERT SUPPORTINGTS 4 x 2 VERT INSTALL B(�Lis. NITH HEAVY WASHER 15 4 x 2 x 1/4 *S 4 x 2 x 1/4 2 x 6 EACH SIDE, 16dAT 4x �,�ERT 18" 0C MAXEPC64' POST CAP PSON 1 FULL WIDTH BOTTOM VERT 5) PLACES AT 6" O.C. STAGGERr.O ( (1) 6" FROM TOP AND BOTTOM I 1 AT TOP AND BOTTOM, INSTALL J k)15T- VE NOTE SEE ARCH FOR INTO 2 x 6 HORIZEND x`ND NAIL WALL SHEATHING NOT SHOWN FOR CLARITY. FURTHER INFORMATION HEIGHT NTH (3) 160 PER FLAN HANGER PER JOIST NAILS. EACH 2x. ----� MANUFACTURER 6 HEDER SUPPORT DETAIL 7 JOISTS AT ROOF STEP STRAPS AT WALL OPENING 9 CANOPY AT ENTRANCE G CANOPY DETAIL 561-F dwq 1 S61-7A dwg '031 -8A dwq 3 4 1 tt C (ANOPY Jwy 1/27--71"70" S61 -14 dwq 1 • 1 -0 ly ROOF DIAPHRAGM SOUN')ARY NAILING POOF DIAPHRAGM ver SHE A TH ING ROOF DIAPHRAGM TOP NAILING ACT 24"rIT WO C MIN. WALLBOARD PEP ARCH IS 1/4 BOTT 2x SLATS MIN 5/6" THICK WITH PER ARCH TS 4 x 2 HORIZ T� � �- �15dC OLE O. CMAX R WALLBOARD TS 4 x 2 VERT NAIL- (4) 2x6 HEADER NAILED USE 2x BLOCKING AT tTO'rET1,tt2 AS SHOW& WALLBOARD EDGES SDE T5 4 x 4 HORIZ (2) 2o '-'--� - SHEARWALL USE 16d NAIL:, 6" O.C. TOP PLATE SIDE 3/16 --'�• � � ---'_ --- ------.- _ __ EDGE NAILING MAX. CONNECT IFULL PERMIT S E T ' HEIGHT 2s vt:RnCALS - BENT ANGLE CUE' / NTH (6) 16d NAILS MIN. MMCM .'t2. 2000 3" x 3' x 1/0" x 2" / -- ROOF JOIST -Y-- WITH I/8 x 2" SELF PER PLAN - -_-- TYP TAPPING DRYWALL / TOP OF ENS/OPENING -' S , EACH 3/16 ; SCREW AT EACH . �— A � ?x STI-11) -� - SIDEEAC _ / 1/4 SIDE I TS 4 x 2 VIER WALL PER SEE ARCH------ PLAN RCH-�� ; r SIDE _I� � / -�/16� '_ l PLAN NOTE. USE (4) 2x HEADER —L� U.0 N ON PLAN -- - 5W3 SHEARWALL SHEATHIN3, . AND NAILING �.- � i fit•_____ w— fit• 1�I�t•� .�"--- _> > CANOP',' DETAIL 12 SLAT SUPPORT DETAIL � Tin/ a qk mm 8 13 SHEARWALL AT ROOF 14 BOX HEADEi� DETAIL (�) M-440 /FAX(�M-IM 561- 15 dwq �1�T1 -0'� tt11 561-12 Awg I 112 I -0 561-13 dwq 1' r 1 -0 --� - FI. 561--16 dwq I' —71-77 PRO.)F,'7 TIGARD TRIANGL- E REMBOI-D PROPERTIES, L_LC PORTLAND, OREGO14 PRO•/EC r NO •�'s PCs NO nATV I MARC" !!. 2000 Ilfv,lK`N! IDA TR DOIMPrIOIr 6 t N f t* !HlFr rorLE BUILDING "B" ROOF FRAMING *,;fs K��Jt DETAILS eXP -ao a1 spim?,NO , S - 6 . 1 3x2K PLOT DATES: 2/2000 11.7.30 KRS 7275 SW Dartmouth Str 7r i • �" .. - •,. .. "...rx*x«�.�'L4F.^Mir^gar:i�'ir•.�aFi�rz,ax-11rsrv�*.+F�,`�1'{tYr•'i;'C � �� '��, ;,781�. BUP 2000-0D701 42 nf 44 Y �� IIII�IIII IIII�IIII 1111111)I I II11 I I I III I II ILII( IIII'ilil n ' � LEGIBILITYHim STRTP � � � � I � � � � I � � .10 I 1 12 13 I�Ilu�20 ul:�iul1uu�lul�(ii1luti�i..i�Inl�un�nn�nu� NI 4 n 8 A i0 21 22 23 24 25 26 217 1 21`3 29 30 CD •J.UI�LJJ 11Ja.1�•111�J.�l.Jl.�W.L OI I > NONI 0 IOZ LLLIL)1�lU.�a �I.�1.�1.�J 1.111��I.�.I�I�II.IJJ.�.I.�,�I�.LI I1 I I I I I,�.�1�11.��.IlJ��uIJ�.I•�.I�UTI.I� �I,�.I.11,11��U.U.I.�1��1.�1�1�1�1�.1.�.IIU�. �oz ,.;;:. .. .. . .., ... ., l ... • - �r�n><Ir 'fIMuNYIq+'�A�'«.*M«a�'a.,-«w.,«�•.w+.�•.,." y Ifl�, ' r i 1 C�. PROVIDE CONTINUOUS DOUBLE BOND BEAM WITH (2)- /4 HORIZONTAL PER COURSE AT ALL LEDGERS AND JOIST EMBED LOCATIONS. LAP BOND BEAMS A_ REQUIRED AT SLOPING ROOF CONDITIONS. SEE NOTE $ .-,-T�-�.T-.yr•r�--..-�,1- 1. f7-'T. •��-+^_T-T�t-'rT-T-T-'- ,T T•t-- �- -T T- t-'rT[,Tom'i-T.-.T�'t�"'- -T_.-T-t'._,_ _ +T - _r ?T7' __1 1} I,! 1• .+r1, L I' r T -L_ r ! 1 T ' lr�'rr="7 �, r 1 _r I :-,T;rrFIX I. T 1 _ ,T 11 ._ r LL� ` r' 1 I .Ii - f 1 r`r`�_`ri ��a� T`.�*`rTI. j `� l �l LT L. L'J 1 TLL;r 1. f`!'T T,I�1 r, f f ';T 1 Z. t, T _r i r r 1r�,T-' r ��T.7r 1 l a 1-7 Tfl / T 1 i T T T -�r-r +['�T I r41 T �- r - - -' J - r -L, ,L:� .1T L, -i. .. _.1I i TJ '1i ! r Y t T r r i ! .ri -1 TL.- r I i. r 1 1► IT T l S3 0 r 'T TZ-r, , IT__.� 7 10 's _ i 6 1 S T r` TYP r S` .3.0, I t 1T_ . S 0 4 a' TYP t S 3.0 11 T1- J i t / --� --� / TYPICAL WALL LINTEL TYPICAL REINFORCING `TYPICAL PILASTER REINf LING AT BOTTOM Of LINTEL REINFORCING I I � I 1 BUILDING "A" - WEST ELEVATION PROVIDE CONTINUOUS DOUBLE BOND BEAM WITH (2)- /4 HORIZONTAL PER COURSE AT ALL LEDGERS AND JOIST EMBED LOCATION: LAP BOND BEAMS AS REQUIRED AT SLOPING ROOF CONDITIONS F OE D C B A , SEE NOTE 2 (I, /S VERT EA. SIDE OF SCUPPER OF-�- - M -------- OPENINGS EXTEND 2'-0' BEYOND OPENING. L 1Y _.. I .,...,.� _. *„�► _ f-(2)- H HORIZ TOP AND BOTTOM OF 1 0 .t.-.._ _.�{ .. . I II BEYOND OPENING _ _ - 1 j SCUPPER OPENINGS EXTEND ter: •,, - r T , T -T'-t :-T:r-T-r. r -t i r=i-tr i;-�•:�T—t_�.. -•r�a_�x=:•r-•i 1r--.,.-T— r r r" r- -7 1 11. !1� 1T r�t[`rT: M r : LEGEND MASONRr wALI gQgL;NG ljoTEs AND r ,_r''_r I lT:�". '�'f r '`"'T 1'�.• i 7TT�t"r'TT�j' *' 2 T-, -1-.6 - DESIGNATES SEE CMU t , '( .r"T j f�iL;1� !1 r r i 7 T ..L ;"!` 1" T" + ♦ T�T'II,`i 7 T i r fir r• \ ES TYPICAL WALL REINFORCING .L«1 l -L.. 1 1.1,. WA,-L AND REINFORCING SCHEDULE ,Z: 1" 71 Ty iT'T'1_•TiT,7"T, T I T T-T r 1 1 j- T _" .1 I 1 '1 i;r 'J11,f STI .r..7 7,1 -1 r� , 1 rLr`: Zf L'. r rh�1 rl--� , �` �r I SEE CMU WALL REINFORCEMENT SCHEDULE 'MASONRY NOTES' T r,\ T ,7 T.�.7`T;f T`� 1 ( L ? r`T,; 7"` 1, J,T`' L T ; T ? `' 1 T .. �r►T 1-�,T _ T 9 FOR TYPICAL REINFORCING REQUIREMENTS T'I;1""", T 1 . 1 1T'1" `T r,T 1`7`r`, 7 �' ' a REINFORCING AT MASONRY CONTROL L r , 1' 1 r 1 t ' T 1 7 r " 1 I `i T 1 ',I f t �T "''f';i; '. r !- 2 STOP TYPICAL BOND BEAM 1 1' ' 1 1 JOINTS EXCEPT FOR BOND BEAMS AT ROOF AND AT BOTTOM OF LIN TELS 3 SEE WE'..T ELEVATION FOR TYPICAL REINFORCING. I 1 , a i 2 BUILDING "A" - EAST ELEVATION -___-_..___.________.___________._ 5; EER /1IT SE= T Illi CH 22, 2000 PROVIDE CONTINUOUS DOUBLE BOND BEAM WITH (2)-- /4 HORIZONTAL - — PER COURSE AT ALL, LEDGERS AND JOIST EMBED LOCATIONS LAP -PROVIDE CONTINUOUS DOUBLE BOND BEAM WITH (2)- /4 HORIZONTAL BOND BEAMS AS REQUIRED AT SLOPING R(W CONDIT)ONS. PER COURSE AT ALL LEDGERS AND JOIST EMBED LOCATIONS. LAP BOND BEAMS AS REQUIRED AT SLOPING ROOF- CONDITIONS - 1 2 3 - KE NOTE 2 - - __._.� _ SEE NOTE 2VLw rCA�� r .rT-t�r.l.r ?_rr_� "r. 1 7 .T`.T"r. T 1 ljl"',T 1 -r y' r r. rt Y r --r-r-�- T- i. ' r11�-N111 FAX f �T� T1 7 -' 7:T .i. , , ! .7 1 _ Ff 1, l1I T _f 1T.T Jr7 .tTTli Tr Tir "T I 53.0 _ _ 4 T`1. T r'"1lT"` . r. i ' .7 rl r -T LT 'S3 0 4 Tr T 17 1 - i L r t -r t I 1.1 r.T'_T' I.t [ :I 7 T -T-i 7 1 J - ►4o iec r 1 ! i L'.:_L , . I1C7 1,r' 7. ':r' �i : fir r I. T,_ L t.Il' TIGARD T1 r T L 'T'I T 1 1T 1 T T r1 a C, LT t T T Tl "t - r.l r T't,r T 4 4 T ' f T. r ,�. 1 T_ ,. t. r r .1 r iJ:T, ;1 T C rJ. S .0 0 r r`T r:1 I'T LT i- .�T'r .T r �� tT71_.T T. ? r. .1 1 i T 1`i \. TRIANGLE r 4 .1rlr T. ;r r T rr, r T`T`T1T't 1�T T �� r_ ,� 1 ,� - TL — _ ____ I ._ : , 1 _.�� REMAOi_p PROPERTIES, LLC s .o y 1 I 1 ___ - r 1. 1 _1411= YLT,r f T T T,-T J- 1- T . .T T - 10 T, 10 LT TYP, J_. 0 — ! .0 ir LT r,T PORTLAND, OREGON B B B rats No , N�11�-7.rt1r� DA r/, �i *1L now "VIDONS , VA re OD/rN1A•rgp, BUILDING "A" - SOUTH ELEVATION 4 BUILDING "A" - NORTH ELEVATION 7. 1/8- - 1 -•0 MASONRY WALL ELEVATIONS -- �� n. BUILDING •,A'• wln.w. , S - 7 . 0 �. (�• �Ip-OI r ��0�DA1E� SUP 2000-00101 7276 SW Dartmouth Slr. , 43 of Cffl - ; IIIIIIi III IIIIIiii ...`Ij j _... ...,,,w«.,.. 1 ..n..,�llt► LEGIBILITY STRIP I I iiul n1 l iiitiil ul �nllinuliilllluillli llnllunll;n�unliiu�inllnnlunlunlnnlli ,In1 Innluulun unuuliinlnulliill Omm.i Cm 1 2 3 4 $ 8 6 ,�O I I 112 13 14 i IB 1�7 It3 19 20 21 22 23 24 25 28 27 28 ?9 30 CDEi I � 01 W 1 be II1 . I 08 r A 7r-PRDADE COtiTINUOUS DOUalE SCXNO BEAM WITH (2)_M HOR.ZONTAI_ /i PER BO. B AT A ;EDGERS AND .101ST LOCATIONS LAP SONOD BEvIS Au LEDGERS REOU.RED AT SLOPINGG ROOF OF CONOlT10NS r--PRONDE CONTWUO,,S DOUBLE BOND BEAM OATH 2)-/4 HORIZONTA- / PER COURSE AT ALL LEDGERS AND JOST EMBED LOCATIONS. r LAP BONG BEAMS AS REOURED AT SLOPING ROOF CONDITIONS -#-� -- - -- 0 E NJTE 2 --------------0_1____ /5 rERT EAr r+ WAY OF SCUPPER 1 SEF NOTE 2 OPEN!NG5 EVIENL NI 2 -0- BEYOND OPENING #4 HCORIZ TOP AND BOTTOM OF � SCUPPER OPENINGS. EXTEND 2'-0' - _ LWI _ OPENING. , • - _- _.__.- - -_- Tom_--_-�- __-_ _�___►---_•--- _ --_ _ _ _ _ _ �- (6TYP. or 3 --- - SEE PLAN FOR TRASH - ENCLOSURE WALLS P C ' TYp � � AL� PIASTER � \\` TYPPI 'APICAL AALL LINTEL /� ----- - - - - _ n ^ ROWFORCINi. FOR FRJN T r�..,-.y — .-. •- C WALL (GRIDS D AND E, A ----� - - - i -RE NFOACE FOR 'TL,r.'4E*__ C0ENINGS I BUILDING "C" SOUTH ELEVATION " " BUILDING C NORTH ELEVATION I -•PQONDE CONTINjOUS JJI B.E BC,ArC BEAN N.:ti 12)-04 HORIZONTAL PER COURSE Ar ALL LEDGEkS ANC jCr5T EYBEC LOCATIONS / LAP BOND BEAMS AS RE X)IRED AT SLOPING ROOF CONDITIONS SEE NO-E 2=14.17 7 -_ _-'- ��.r-�_.�T.,..+"fes. r -►.' .'_...._..r_1Z _: i_ =-:-- AIASCwRY w R ,NFCW IN_ h';'Fc AND P r -•�r..-�.! -rte..»...... ��....r...r.++.. -�r-•-.—_ - -.•.-►.- - '_^i'a"^-•►w.. .».T. - --+-•,•r. . ...•�.,......._ •T .' .:•:. _.•y...... -. .�`. ^i.. .. .� '•..;::� ..•. .....�.,. - .'.. - DESIONA'ES '"CA. MAL RENrOR:ING SEE CYU WALL ANC REINFORCING SCMEDULE f.+. ._ T-- _- _.._..-`+- -M--..r..f..�T............�..r.,•r-_�T..........'.'Tr+i"..'+T.r..�`..�f..�'•.r.'+�.`-«�'T.^- . •_--+�-.•r._.-..`»..r.-..:-..►-....-.rr..•..- -._. . .r . , - .'�• .~,.,.,'..�. ��:.�. '.• "'"�4".T• "TL 1t _.�_..� . .::::i-�-_r` _ cSEE :%Au *ALL RE.N--ORCEMEN' YHE)'-LE ' MASONQ, \C:CMTE'Cv ' � "�'-A. RE'Nr:tC+N; REOUIREw[%'- it 4 5'r-k"" T +CAL B�N' BE 4 NAS;wRrr. ir' •y� R[N LCI INS; A' -_rte.. ..-.-..r.�.T......_--•. .. ..._ .»�....Y-►.r -.•� �w«.-+- ...•.-r...-..�. �� —..+�...-----.- "'_- _.� "^"- �.�y.:_.. _ _<W'S EXCEPT FOR BiM"v BEAMS ATF:1t ANO AT BO'TOF1 OF .i...•rT•!r�:^,,,,tet . �..T �•.i�.ri�+�. .�1- T r..-.-.-r«..L....��- 1.--.•_....•�-.-.r��.-�..y.-r- .-•r+--.. T77. i•-.'�-r'„�"^."'�r�'+r�+.r.�.rr... i.—+►�--�' -` _ �.`�+TV.•'�•`�r..T'�.'r."r'T`rYT't.••r' ` ' ..•r•r..�...r.--•--rte r--►._. �-r-..+.�...„-�_r. _- _r..: 3 SEE HEST ELE%jAnDK F14 'WICK QE,%r,,QC NG — 1 - — —_ ' I T"14CAL OMER PILASTER TVOICAL WALL/LINTEL REINFORC'NG-J FOR SIDE AND BACK WALL$ (GR DS 1. 4, AND A) - PERMIT SET BCH 22, 2000 3 BUILDING "C" WEST ELEVATION -- -- �� Si-01 dog I _ -PROVIDE CONTINUOUS LCJBLE BOND BEAM IN'H (2)-/4 HORIZONTAL / PER COURSE A' ALL LEDGERS AND ,)DIST EMBED LOCATIONS �� LAP "D BEAUS AS REOU�RED AT SLOPINC• ROOF CONDITON: - Sol 4 J vcwc 15 wh owe SEE NOTE 2-� — W /�FAX �M.--_.- •.r I - - Poo-oc r TRIANGLE _ ..... -`-�-Y-- r~______ ..___. REM80LD PROPERTIES LLC ..-_ :-.-;- - LILT------:�.r'r;r--�'. ,-� _ ( I �-'_` � - -_ - � - -_ -- - —•- - —, PORT T. _ D LAND, OREGON I. ;i i`L`f'- 11<<•i_`2:7_ I _ III :. 1 �...t. I ::' .. awo�Ic'r+0 ��1 A I f I , wt"Isda DA rt , attcrvr,tw. I it SEE NEST ELEVATION FOR TYPICAL SEE SOUTH ELEVATION FORD GIRDER PILASTER CONEHTION TYPICAL WALL REINFORCING I tpoo r "rl.f #C" &4P MASONRY WALL 4 BUILDING `C" EAST ELEVATION No M BUILDING C f aP•x-30-01 Ins SW Dartmouth Str a '• BUP 2000-00101 41 o1 M LEGIBILITY STRIP --- p 1.�. �. I 2 3 d _ a - 2 _. ., 12 3 1403 ,. 17 IB 9 2:; t'.• 22 23 24 25 cu 28 2v Of oa CD �Y11�� +lw+�+AA4� I I l �aN I. 1 •,` Ot Owe 1 a .